HomeMy WebLinkAbout23-Facilities Management
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CITY OF SAN BERNARDINO - REQUEST FOR COUNCIL ACTION
From: James Sharer, Director Subject:
Resolution authorizing execution of an Agreement for
Dept: Facilities Management Services and issuance of a Purchase Order to JM
Builders, Inc. for the Perris Hill Senior Center
Date: October II, 2006 Expansion in the City of San Bernardino per RFQ F-07-
17.
MICC Meetin2 Date:
November 6, 2006
Synopsis of Previous Council Action:
July 2001 As part of the FY 2001/2002 Budget allocated $31,500.00 from General
Find for design.
May 6, 2002 Adopted Resolution 2002-125 approving an Agreement for Professional
Services with Gary W. Miller Architect and Associates, Inc. in the amount
of$36,800.00 ($31,500 General Fund and $5,300 Park Construction Fund)
for design of the Expansion of the Perris Hill Senior Center located at 780
E 21st Street.
September 23, 2002 Adopted Resolution 2002-300 approving Amendment I to the Agreement
for Professional Services with Gary W. Miller Architect and Associates,
Inc. adding $3,000.00 for design services not in the original agreement to
the Purchase Order totaling $39,800.00 for design of the Expansion of the
Perris Hill Senior Center located at 780 E 21 st Street.
Recommended Motion:
1.) Adopt Resolution.
2.) Authorize the Director of Finance to amend the FY 2006-2007 Adopted Budget and transfer
$50,000 from project #PR07-08, Perris Hill Agape House Demolition (243-363-5504-7724) to
account number 243-363-5504-7494 and delay project #PR07-08 in the CIP.
\. U--A ..J-
~ James W. Sharer
Director of Facilities Management
Phone: 384-5244
/J
(
Contact person:
James Sharer
Supporting data attached: Staff Report, Resolution
Ward(s):
2
FUNDING REQUIREMENTS: Amount: $900,000.
Source: :
RZB Urbanized
Need Grant, County
of San Bernardino,
Federal Funds
ORIGINAL
Acct# 243-363-
5504-7494
Barbara Pachon
Director of Finance
1/ It/) J !JCtJ-
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CITY OF SAN BERNARDINO - REOUEST FOR COUNCIL ACTION
STAFF REPORT
SUBJECT
Resolution authorizing execution of an Agreement for Services and issuance of a Purchase Order
to JM Builders, Inc. for the Perris Hill Senior Center Expansion in the City of San Bernardino
per RFQ F-07-I 7.
BACKGROUND
The Department of Parks, Recreation and Community Services has worked with Gary W. Miller
Architect and Associates, Inc. to design a 2016 square foot expansion to the existing Perris Hill
Senior Center, which is approximately 5000 square feet. The original expansion design was
completed in 2003. The Architect was asked to modify the plans early in 2006 to include
motorized room dividing walls, allowing the new space to be divided into smaller rooms for
meetings and classes as needed. After completion, the plans were reviewed and the project was
sent out to bid.
The RFQ for the Perris Hill Senior Center Expansion project was advertised in the San
Bernardino County Sun Newspaper on 8/1/06 and 8/7/06. It was posted on the City web site,
given to the Chamber of Commerce and mailed directly to six contractors, three of whom are
located in San Bernardino.
The City received bids from two firms to perform the construction of the Perris Hill Senior
Center Expansion. City staff has reviewed the bids and has determined 1M Builders, Inc. is fully
qualified for a project of this scope and size. Staff has confirmed the contractor's license,
insurance, and references to determine that the Contractor is properly prepared for the project.
Name of Bidder City Base Bid
1 M Builders, Inc Redlands $785,000.00
Fischer, Inc San Bernardino $1,102,660.00
Architect's Estimate $750,000.00
Staff also acknowledges that various unforeseen conditions may arise in this project. A
contingency budget of fifteen percent (14%) is requested at this time.
Project bid:
Contingency (14%)
Design Modification Cost
Total project budget
$785,000.00
$109,100.00
$5,900.00
$900,000.00
The total cost for this project is estimated at $900,000; $5,900 for design modification and
$894,100 for construction with contingency. The City currently has $850,000 budgeted for this
e
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project in the Parks Construction Fund as part of the City's FY2006-07 CIP. An additional
amount of $50,000 will need to be appropriated from project #PR07-08, Perris Hill Agape House
Demolition, which will be delayed until fiscal year 07-08. A budget amendment appropriating
funds from project #PR07 -08, Perris Hill Agape House Demolition will be required.
Staff recommends issuance of a Purchase Order and execution of an Agreement for Services
with 1M Builders, Inc. for the amount of$785,000, with a 14% contingency of$109,100 to cover
unforeseen conditions, making the total construction purchase order costs $894, I 00.
FINANCIAL IMPACT
Project costs coming from the Park Construction Fund are estimated at $900,000. This Project is
identified in the City of San Bernardino 2006-2007 Capital Improvement Program as project
number PR04-33 using account number 243-363-5504-7494, in the amount of $850,000. The
project is funded by a combination of funding sources including, Roberti Z'Berg Harris
Urbanized Need Grant - $250,000.00, County of San Bernardino - $550,000.00 and Federal
Funds - $50,000.00 totaling $850,000.00. In order to provide sufficient contingency funds for
this project, it is requested that project #PR07-08, Perris Hill Agape House Demolition, be
delayed until fiscal year 07-08. This will allow the $50,000 budgeted for this project to be used
instead for the Senior Center Expansion project. Funds will be requested next fiscal year to
complete the demolition project.
RECOMMENDATION
I.) Adopt Resolution.
2.) Authorize the Director of Finance to amend the FY 2006-2007 Adopted Budget and
appropriate $50,000 from project #PR07-08, Perris Hill Agape House Demolition to account
number 243-363-5504-7494 and delay project #PR07-08 in the CIP.
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RESOLUTION NO.
RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY
OF SAN BERNARDINO AUTHORIZING THE EXECUTION OF AN
AGREEMENT FOR SERVICES WITH AND ISSUANCE OF A PURCHASE
ORDER TO JM BUILDERS, INC. FOR THE PERRIS HILL SENIOR
CENTER EXPANSION IN THE CITY OF SAN BERNARDINO PER RFQ F-
07-17.
BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF
THE CITY OF SAN BERNARDINO AS FOLLOWS:
SECTION 1. The Mayor and Common Council finds and determines that the
proposed 2016 square foot expansion to the existing 5000 square foot Perris Hill
Senior Center is a project exempt from the requirements of the California
Environmental Quality Act (CEQA) pursuant to CEQA Guidelines, Section 15301.
Minor Alteration of an Existing Facility.
SECTION 2. JM Builders, Inc. is the lowest responsible bidder for the Perris
Hill Senior Center Expansion City of San Bernardino per RFQ F-07-17. A contract is
awarded accordingly to said Contractor in a total amount of $785,000.00, with a
contingency of $117,750.00. Such award shall be effective only upon said contract
being fully executed by both parties. The Mayor is hereby authorized and directed to
execute said contract on behalf of the City; a copy of the contract is on file in the City
Clerk's Office and incorporated herein. The Purchasing Manager is hereby authorized
and directed to issue a purchase order which references this Resolution to said vendor
in the amount of$785,000.00.
SECTION 3. Any amendment or modification thereto shall not take effect or become
27 operative until fully signed and executed by the parties and no party shall be obligated
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RESOLUTION OF THE MA YOR AND COMMON COUNCIL OF THE CITY
OF SAN BERNARDINO AUTHORIZING THE EXECUTION OF AN
AGREEMENT FOR SERVICES WITH AND ISSUANCE OF A PURCHASE
ORDER TO JM BUILDERS, INC. FOR THE PERRIS HILL SENIOR
CENTER EXPANSION IN THE CITY OF SAN BERNARDINO PER RFQ F-
07-17.
hereunder until the time of such full execution. No oral agreements, amendments,
modifications or waivers are intended or authorized and shall not be implied from any
act or course of conduct of any party. This resolution is rescinded if the parties to the
contract fail to execute it within sixty (60) days of the passage of this resolution.
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RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY
OF SAN BERNARDINO AUTHORIZING THE EXECUTION OF AN
AGREEMENT FOR SERVICES WITH AND ISSUANCE OF A PURCHASE
ORDER TO JM BlJILDERS, INC, FOR THE PERRIS HILL SENIOR
CENTER EXPANSION IN THE CITY OF SAN BERNARDINO PER RFQ F-
07-17.
I HEREBY CERTIFY that the foregoing resolution was duJy adopted by the
rvlayor and Common Council of the City of San Bernardino at a
meeting thereof, held on the day of , 2006, by the
following vote, to wit:
Council Members:
AYES
NAYS
ABSTAIN
ABSENT
ESTRADA
BAXTER
VACANT
DERRY
KELLEY
JOHNSON
McCAMMACK
Rachel G. Clark, City CJerk
The foregoing resolution is hereby approved this
day of
,2006.
Patrick J. Monis, Mayor
City of San Bernardino
Approved as to form:
** FOR OFFICE USE ONLY - NOT A PUBLIC DOCUMENT **
RESOLUTION AGENDA ITEM TRACKING FORM
Meeting Date (Date Adopted): II -ft:,-Ot? Item # ~3 Resolution #
Vote: Ayes I,;l, ~ 5', &,,7 Nays ~ Abstain -e-
Change to motion to amend original documents 0 Companion Resolutions
dOOc., -39/
Absent -e-
Nul1/Void After: ~ days I
Resolution # On Attachments: 0
PUBLISH 0
POST 0
/-5-07
Note on Resolution of attachment stored separatelY~
RECORD W/COUNTY 0 By: _
Date Sent to Mayor: II - f. t) P Reso. Log Updated: .E'
Date of Mayor's Signature: 11- 9-0 t Seal Impressed: ~
Date ofClerk/CDC Signature: 1/-/3-0 t Reso. # on Staff Report cf
Date Memo/Letter Sent for Signature: //-/S-=-O & Date Returned: ~ Not Returned: 0
1" Reminder Letter Sent: 2nd Reminder Letter Sent:
Request for Council Action & Staff Report Attached: Yes No By_
Updated Prior Resolutions (Other Than Below): Yes No By_
Updated CITY Personnel Folders (6413,6429,6433,10584,10585,12634): Yes No By_
Updated CDC Personnel Folders (5557): Yes No By_
Updated Traffic Folders (3985, 8234, 655, 92-389): Yes No By_
Copies Distributed to:
Animal Control
City Administrator
City Attorney
Code Compliance
Development Services
Others:
o
o
:,(i~
o
o
EDA
o Information Services
,-..
Xl ~_ Parks & Recreation
}O\J~\J\QClA..Yolice Department
o Public Services
P Water Department
o
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o
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Facilities
Finance
Fire Department
Human Resources
Notes:
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Revised 12/18/03
Date: 11..-1 '--0 f..
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CITY OF SAN BERNARDINO
Interoffice Memorandum
CITY CLERK'S OFFICE
Records and Information Management (RIM) Program
DATE:
November 14,2006
FROM:
James Sharer, Director
Facilities Management
Sandra Medina, Assistant to the City Clerk .ftc;
Transmitting Documents for Signature - Resolution No. 2006-391
TO:
RE:
At the Mayor and Common Council meeting of November 6, 2006 the City of San Bernardino adopted
Resolution No. 2006-391 - Resolution authorizing the execution of an agreement for services with and
issuance of a purchase order to JM Builders, Inc. for the Perris Hill Senior Center expansion in the City
of San Bernardino per RFQ F-07-17.
I am providing you with four (4) original sets of the Bid and Contract Documents for RFQ F-07-17 (The
construction ofPerris Hill Senior Center Expansion). Please obtain signatures where indicated and return
one fully executed set of original agreements to the City Clerk's office as soon as possible, attention
Margaret Fedor, Senior Secretary. Please retain one set of agreements for your records and forward the
other executed documents to appropriate parties.
Please be advised that the contract will be null and void if not executed witWn sixty (60) days, or by
Friday, January 5, 2007.
If you have any questions, please do not hesitate to contact Margaret Fedor at ex!. 3206. Thank you.
Sandra Medina
Assistant to the City Clerk
I hereby acknowledge receipt of the above mentioned documents.
Signed: ~ 9~.9 _
Date: 11/15/0'-
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Please sign and return.
,------
City of San Bernardino
Facilitates Management
Transmittal
/2c::so ~oo~ -0'9/
/Tern 023
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Purchase Order No.
Transmittal For:
Dodie Otterbein
Project Title:
Perris Hill Senior Center Expansion in the City of San Bernardino
Project No:
CIP No. PR04-33
Date Contract Executed:
City Lead:
James Sharer
City Project Manager:
Tony Frossard
The Following is hereby transmitted:
2 copies of the Bid and Contract Documents for the Construction of Perris Hill Senior Center
Expansion, RFQ F-07-l7 in the City of San Bernardino.
a. City Clerk copy
b. City Attorney copy
Instructions: These documents are for your records and distribution to the City Attorney.
City Project Manager ,-1~ \.1-
Tony Frossard - 909.384.5244
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Date: rz/tlo t.
cc - Project File
Facilities Management - Projects
C:\_Projects\Parks\Senior Center\Transmittal of Contracts to City Clerk.doc
c ny CLEj:2..l<""
COUNCIL MEETING - 11/06/06
RESOLUTION 2006-391
ITEM 1123
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BID AND CONTRACT DOCUMENTS
For
RFQ F-07 -17
THE CONSTRUCTION OF
Perris Hill Senior Center Expansion
City of San Bernardino
Facilities Management Department
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August 2, 2006
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San Bernar Ino
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October 3, 2006
ADDENDUM #1
TO
Request for Quotation (RFQ) F-07-17
Notice is hereby given that the following is incorporated as an Addendum to the
Request for Quotation (RFQ) F-07-17:
Response to questions:
01) Doorjamb details for the doors A 110 and C11 0 show gypsum board
beneath the plaster @ exterior. This is the only place I see gypsum
beneath exterior plaster. Is the detail bad, or is the whole building going to
be this condition?
A 1) Delete gypsum board at exterior side of wall. Delete double layer
5/8" gypsum board at interior side (single layer required).
02) The floor plan doesn't show rated walls. The furnishing plan shows
4 hours walls, and the structural foundation plan shows 2-hour walls. What
is correct?
A2) One (1) hour fire rated walls are required at
Lobby/CorridorNestibule only. 2 hour/4 hour walls are not required.
Note - Provide exit signs at doors C/11 0 and A/109.
Change door A/109 to swing into room 109.
Q3) Regarding the 4-hour firewall: The south wall of the addition where
it joins with the existing building. Will there be room between the two walls
to build it. (Page F1.1)
A3) The call out for a 4-hour area separation wall on sheet F1.1 is
incorrect.
An area separation wall is not required.
Q4) Does the City require a project manager/superintendent on site
every day?
A4) Anytime work is progressing on site there must be a
superintendent.
Q5) How would inspection work on the weekend? Would there be an
added charge?
A5) There will not be a resident inspector on site.
Q6) What is the cost of liquidated damages on this job?
A6) One thousand (1,000.00) per day.
Q7) How many working days do you estimate for this job?
A7) Six (6) months construction time
Q8) The steel beam supporting the partition wall blocks the AC ducts for
the north part of the room. Plan A3.1 & M2 is this correct, do you have a
fix? Could the AC unit be moved to the other side of the beam and enlarge
the mech. screen.
A8) There is no answer at this time the architect will have a solution by
construction.
Q9) May the contractor connect to the phone lines in the Senior Center
for phone, fax, & Internet?
A9) Yes provided there is capacity and advance notice of doing so.
Q10) Where is the construction staging area?
A10) The parking lot; the site has limited area for the construction
staging.
Q11) Where is the contractor to locate a trailer for his office?
A 11) Area north of the existing building and possibly on a turf area.
Q12) What are the work hours and days?
A12) Monday through Friday 7am to 6pm evenings and weekends with
48 hours notice.
Q13) How many copies are required?
A13) Three (3) copies and one original.
Q14) Is this a prevailing wage job?
A14) Yes.
Q15) Is certified payroll required?
A 15) Yes.
The due date has been extended to Wednesday, October 11, 2006. Please submit
Proposals by 3:00 PM at City Hall, 300 N. "D Street, 4th Floor, San Bernardino, CA
92418.
Parties interested in obtaining a copy of this RFQ F-07-17 and addendum may do so by
accessing the City of San Bemardino Web Page at www.sbcitV.orq.
Sincerely,
Sheila A. Futch
Purchasing Division
W AIS Document Retrieval
Page 1 of21
GENERAL DECISION: CA20030037 09/29/2006 CA37
Date: September 29, 2006
General Decision Number: CA20030037 09/29/2006
Superseded General Decision Number: CA020037
State: California
Construction Types: Building, Heavy (Heavy and Dredging) and
Highway
County: San Bernardino County in California.
BUILDING CONSTRUCTION PROJECTS; DREDGING PROJECTS (does not
include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does
not include water well drilling); HIGHWAY CONSTRUCTION PROJECTS
Modification Number Publication Date
0 06/13/2003
1 01/30/2004
2 03/05/2004
3 04/02/2004
4 OS/21/2004
5 07/02/2004
6 07/16/2004
7 08/27 /2004
8 10/08/2004
9 10/22/2004
10 01/14/2005
11 01/28/2005
12 02/11/2005
13 04/08/2005
14 04/15/2005
15 07/22/2005
16 08/05/2005
17 08/19/2005
18 09/09/2005
19 11/18/2005
20 12/02/2005
21 12/23/2005
22 02/03/2006
23 02/10/2006
24 03/17/2006
25 04/14/2006
26 06/09/2006
27 07/07/2006
28 07/14/2006
29 08/04/2006
30 08/25/2006
31 09/08/2006
32 09/15/2006
33 09/22/2006
34 09/29/2006
ASBEOO05-002 08/07/2006
Rates Fringes
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W AIS Document Retrieval
Asbestos Workers/Insulator
(Includes the application of
all insulating materials,
protective coverings,
coatings, and finishes to all
types of mechanical systems)...$ 36.16
10.24
ASBE0005-004 08/07/2006
Rates
Fringes
Asbestos Removal
worker/hazardous material
handler (Inel udes
preparation, wetting,
stripping, removal,
scrapping, vacuuming, bagging
and disposing of all
insulation materials from
mechanical systems, whether
they contain asbestos or not)..$ 19.55
6.38
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BOIL0092-003 01/01/2006
Rates
Fringes
Boilermaker. . .. . .. . . . " . . . .. . . . $ 33.19
18.11
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BRCA0004-011 05/01/2006
Rates
Fringes
Bricklayer; Marble Setter......$ 31.32
8.80
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BRCA0018-004 06/01/2006
Rates
Fringes
Marble Finisher................ $ 22.52
Tile Finisher..................$ 18.57
Tile Layer.....................$ 29.30
7.65
7.25
11.36
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* BRCA0018-010 09/01/2006
Rates
Fringes
Terrazzo Finisher.............. $ 24.54
Terrazzo Worker............ ....$ 31.63
8.62
9.41
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CARP0409-001 07/01/2006
Rates
Fringes
Carpenters:
(1) Carpenter, Cabinet
Installer, Insulation
Installer, Hardwood Floor
Worker and acoustical
installer. . . . . . . . . . . . . . . . . . . $ 33.61
(2) Millwright..............$ 34.11
8.57
8.57
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(3) Piledriver/Derrick
Bargeman, Bridge or Dock
Carpenter, Heavy Framer,
Rock Bargeman or Scowrnan,
Rockslinger, Shingler
(ColTUTlercial)................$ 33.74
(4) Pneumatic Nailer,
Power Stapler. ...... .... ....$ 33.86
(5) Sawfiler...............$ 33.69
(6) Scaffold Builder.......$ 26.31
(7) Table Power Saw
Operator....................$ 33.71
8.57
8.57
8.57
8.57
8.57
FOOTNOTE: Work of forming in the construction of open cut
sewers or storm drains, on operations in which horizontal
lagging is used in conjunction with steel H-Beams driven or
pl~ced in pre- drilled holes, for that portion of a lagged
trench against which concrete is poured, namely, as a
substitute for back forms (which work is performed by
piledrivers): $0.13 per hour additional. Certified Welder
- $1.00 per hour premium.
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CARP0409-002 07/01/2005
Rates
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Diver
(1) Wet.....................$ 557.44
(2) Standby.................$ 278.72
(3) Tender..................$ 270.72
8.47
8.47
8.47
Amounts in "Rates' column are per day
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CARP0409-005 07/01/2006
Rates
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Drywall
DRYWALL INSTALLER/LATHER....$ 33.61
STOCKER/SCRAPPER............$ 10.00
8.57
6.06
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CARP0409-008 07/01/2003
Rates
Fringes
Mod~lar Furniture Installer
(1) Mobile Filing System
Installer...................$ 13.76
(2) Modular Furniture
Installer................. ..$ 14.36
(3) Full Wall Technician....$ 20.47
5.80
5.80
5.80
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ELECOOll-002 12/05/2005
COMMUNICATIONS AND SYSTEMS WORK
Rates
Fringes
Communications System
Installer...................$ 23.78
3%+7.35
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Technician..................$ 25.58
3%+7.35
SCOPE OF WORK:
Installation, testing, service and maintenance of systems
utilizing the transmission and/or transference of voice,
sound, vision and digital for commercial, educational,
security and entertainment purposes for the following: TV
monitoring and surveillance, background-foreground music,
intercom and telephone interconnect, inventory control
systems, microwave transmission, multi-media, multiplex,
nurse call systems, radio page, school intercom and sound,
burglar alarms, fire alarm (see last paragraph below) and
low voltage master clock systems in commercial buildings.
Communication Systems that transmit or receive information
and/or control systems that are intrinsic to the above
listed systems; inclusion or exclusion of terminations and
testings of conductors determined by their function;
excluding all other data systems or multiple systems which
include control function or power supply; excluding
installation of raceway systems, conduit systems, line
voltage work, and energy management systems. Does not
cover work performed at China Lake Naval Ordnance Test
Station. Fire alarm work shall be performed at the current
inside wireman total cost package.
ELEC0477-002 06/01/2005
Rates
Fringes
Electricians:
E1ectriclan.................$ 30.35
14.32
CABLE SPLICER: $1.00 per hour above Electrician rate.
TUNNEL WORK: 10% above Electrician rate.
ZONE PAY:
Zone A - 80 road miles from Post Office, 455 Orange Show
Lane, San Bernardino, will be a free zone for all
contractors
Zone B - Any work performed outside Zone A's 80 road miles,
shall add $8.00 per hour to the current wage scale.
ELEC1245-001 06/01/2005
Rates
Fringes
Line Construction
(1) Lineman; Cable splicer..$ 36.51
(2) Equipment specialist
(operates crawler
tractors, commercial motor
vehicles, backhoes,
trenchers, cranes (50 tons
and below), and overhead
and underground
distribution line
equipment) . . . . .. . .. . .. .. .. . . $ 31.03
(3) Groundman...............$ 23.73
(4) Powde rman.. .. . .. . .. .. .. . $ 34. 69
3.75%+10.03
3.75%+9.25
3.75%+9.25
3.75%+9.29
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ELEV0018-001 01/01/2005
Rates
Fringes
Elevator Mechanic............ ..$ 38.215
12.015
FOOTNOTE:
Vacation Pay: 8% with 5 or more years of service, 6% for 6
months to 5 years service. Paid Holidays: New Years Day,
Memorial Day, Independence Day, Labor Day, Thanksgiving Day
and Friday after, and Christmas Day.
ENGI0012-003 07/01/2006
Rates
Fringes
Power Equipment Operators
(Cranes I Piledriving &
Hoisting)
GROUP 1.... .,...............$ 33.00
GROUP 2....................$ 33.78
GROUP 3....................$ 34.07
GROUP 4....................$ 34.21
GROUP 5....................$ 34.43
GROUP 6....................$ 34.54
GROUP 7.................... $ 34.66
GROUP 8....................$ 34.83
GROUP 9....................$ 35.00
GROUP 10....................$ 36.00
GROUP 11....................$ 37.00
GROUP 12....................$ 38.00
GROUP 13....................$ 39.00
Power Equipment Operators
(Tunnel Work)
GROUP 1....................$ 33.50
GROUP 2....................$ 34.28
GROUP 3....................$ 34.57
GROUP 4....................$ 34.71
GROU P 5 . . . . . . . . . . . . . . . . . . . . $ 34. 93
GROUP 6....................$ 35.04
GROUP 7....................$ 35.16
Power Equipment Operators
GROUP 1.................... $ 31.65
GROUP 2.................... $ 32.43
GROUP 3....................$ 32.72
GROUP 4....................$ 34.21
GROUP 5....................$ 35.31
GROUP 6....................$ 34.43
GROUP 7.................... $ 35.53
GROUP 8....................$ 34.54
GROUP 9....................$ 35.64
GROUP 10....................$ 34.66
GROUP 11....................$ 35.76
GROUP 12....................$ 34.83
GROUP 13....................$ 34.93
GROUP 14.................... $ 34.96
GROUP 15....................$ 35.04
GROUP 16....................$ 35.16
GROUP 17....................$ 35.33
GROUP 18....................$ 35.43
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
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GROUP 19.................... $ 35.54
GROUP 20.................... $ 35.66
GROUP 21....................$ 35.83
GROUP 22....................$ 35.93
GROUP 23....................$ 36.04
GROUP 24....................$ 36.16
GROUP 25....................$ 36.33
15.30
15.30
15.30
15.30
15.30
15.30
15.30
FOOTNOTES:
PREMIUM PAY of $3.75 per hour shall be paid on all power
equipment operator work at Camp Pendleton, Point Arguello,
and Vandenburg AFB.
Workers required to suit up and work in a hazardous material
environment: $2.00 per hour additional. Combination mixer
and compressor operator on gunite work shall be classified
as a concrete mobile mixer operator.
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1: Bargeman; Brakeman; Compressor operator; Ditch
Witch, with seat or similar type equipment; Elevator
operator-inside; Engineer Oiler; Forklift operator
(includes 10ed, lull or similar types under 5 tons;
Generator operator; Generator, pump or compressor plant
operator; Pump operator; Signalman; Switchman
GROUP 2: Asphalt-rubber plant operator (nurse tank operator);
Concrete mixer operator-skip type; Conveyor operator;
Fireman; Forklift operator (includes loed, lull or similar
types over 5 tons; Hydrostatic pump operator; oiler crusher
(asphalt or concrete plant); Petromat laydown machine; PJU
side dum jack; Screening and conveyor machine oeprator (or
similar types); Skiploader (wheel type up to 3/4 yd.
without attachment); Tar pot fireman; Temporary heating
plant operator; Trenching machine oiler
GROUP 3: Asphalt-rubber blend operator; Bobcat or similar
type (side steer); Equipment greaser (rack); Ford Ferguson
(with dragtype attachments); Helicopter radioman (ground);
Stationary pipe wrapping and cleaning machine operator
GROUP 4: Asphalt plant fireman; Backhoe operator (mini-max or
similar type); Boring machine operator; Soxman or mixerman
(asphalt or concrete); Chip spreading machine operator;
Concrete cleaning decontamination machine operator;
Concrete Pump Operator (small portable); Drilling machine
operator, small auger types (Texoma super economatic or
similar types - Hughes 100 or 200 or similar types -
drilling depth of 30' maximum); Equipment greaser (grease
truck); Guard rail post driver operator; Highline cableway
signalman; Horizontal Directional Drilling Machine;
Hydra-hammer-aero stamper; Micro Tunneling (above ground
tunnel); Power concrete curing machine operator; Power
concrete saw operator; Power-driven jumbo form setter
operator; Power sweeper operator; Rock Wheel Saw/Trencher;
Roller operator (compacting); Screed operator (asphalt or
concrete); Trenching machine operator (up to 6 ft.); Vacuum
or much truck
GROUP 5: Equipment Greaser (Grease Truck/Multi Shift).
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GROUP 6: Articulating material hauler; Asphalt plant
engineer; Batch plant operator; Bit sharpener; Concrete
joint machine operator (canal and similar type); Concrete
planer operator; Dandy digger; Deck engine operator;
Oerrickman (oilfield type); Drilling machine operator,
bucket or auger types (Calweld 100 bucket or similar types
- Watson 1000 auger or similar types - Texoma 330, 500 or
600 auger or similar types - drilling depth of 45'
maximum); Drilling machine operator: Hydrographic seeder
machine operator (straw, pulp or seed), Jackson track
maintainer, or similar type; Kalamazoo Switch tamper, or
similar type; Machine tool operator; Maginnis internal full
slab vibrator, Mechanical berm, curb or gutter(concrete or
asphalt); Mechanical finisher operator (concrete,
Clary-Johnson-Bidwell or similar); Micro tunnel system
(below ground); Pavement breaker operator (truck mounted) ;
Road oil mixing machine operator; Roller operator (asphalt
or finish), rubber-tired earth moving equipment (single
engine, up to and including 2S yds. struck); Self-propelled
tar pipelining machine operator; Skiploader operator
(crawler and wheel type, over 3/4 yd. and up to and
including 1-1/2 yds.); Slip form pump operator (power
driven hydraulic lifting device for concrete forms);
Tractor operator-bulldozer, tamper-scraper (single engine,
up to 100 h.p. flywheel and similar types, up to and
including 0-5 and similar types); Tugger hoist operator (1
drum); Ultra high pressure waterjet cutting tool system
operator; Vacuum blasting machine operator
GROUP 7: Welder - General
GROUP 8: Asphalt or concrete spreading operator (tamping or
finishing); Asphalt paving machine operator (Barber Greene
or similar type); Asphalt-rubber distribution operator;
Backhoe operator (up to and including 3/4 yd.), small ford,
Case or similar; Cast-in-place pipe laying machine
operator; Combination mixer and compressor operator (gu~ite
work); Compactor operator (self-propelled); Concrete mixer
operator (paving); Crushing plant operator; Drill Doctor;
Drilling machine operator, Bucket or auger types (Calweld
150 bucket or similar types - Watson 1500, 2000 2500 auger.
or similar types - Texoma 700, 800 auger or similar types -
drilling depth of 60' maximum); Elevating grader operator;
Grade checker; Gradall operator; Grouting machine operator;
Heavy-duty repairman; Heavy equipment robotics operator;
Kalamazoo balliste regulator or similar type; Kolman belt
loader and similar type; Le Tourneau blob compactor or
similar type; Loader operator (Athey, Euclid, Sierra and
similar types); Mobark Chipper or similar; Ozzie padder or
similar types; P.C. slot saw; Pneumatic concrete placing
machine operator (Hackley-Presswell or similar type);
Pumpcrete gun operator; Rock Drill or similar types; Rotary
drill operator (excluding caisson type); Rubber-tired
earth-moving equipment operator (single engine,
caterpillar, Euclid, Athey Wagon and similar types with any
dnd all attachments over 25 yds. up to and including 50 cu.
yds. struck); Rubber-tired earth-moving equipment operator
(multiple engine up to and including 25 yds. struck);
Rubber-tired scraper operator (self-loading paddle wheel
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type-John Deere, 1040 and similar single unit); Self-
propelled curb and gutter machine operator; Shuttle buggy;
Skiploader operator (crawler and wheel type over 1-1/2 yds.
up to and including 6-1/2 yds.); Soil remediation plant
operator: Surface heaters and planer operator; Tractor
compressor drill combination operator; Tractor operator
(any type larger than 0-5 - 100 flywheel h.p. and over, or
similar-bulldozer, tamper, scraper and push tractor single
engine); Tractor operator (boom attachments), Traveling
pipe wrapping, cleaning and bendng machine operator;
Trenching machine operator (over 6 ft. depth capacity,
manufacturer's rating); trenching Machine with Road Miner
attachment (over 6 ft depth capacity): Ultra high pressure
waterjet cutting tool system mechanic; Water pull
(compaction) operator
GROUP 9: Heavy Duty Repairman
GROUP 10: Drilling machine operator, Bucket or auger types
(Calweld 200 B bucket or similar types-Watson 3000 or 5000
auger or similar types-Texoma 900 auger or similar
types-drilling depth of 105' maximum); Dual drum mixer,
dynamic compactor LDC350 (or similar types); Monorail
locomotive operator (diesel, gas or electric); Motor
patrol-blade operator (single engine); Multiple engine
tractor operator (Euclid and similar type-except Quad 9
cat.); Rubber-tired earth-moving equipment operator (single
engine, over 50 yds. struck); Pneumatic pipe rarruning tool
and similar types; Prestressed wrapping machine operator;
Rubber-tired earth-moving equipment operator (single
engine, over 50 yds. struck); Rubber tired earth moving
equipment operator (multiple engine, Euclid, caterpillar
and similar over 25 yds. and up to 50 yds. struck), Tower
crane repairman; Tractor loader operator (crawler and wheel
type over 6-1/2 yds.); Woods mixer operator (and similar
pugmill equipment)
GROUP 11: Heavy Duty Repairman - Welder Combination, Welder -
Certified.
GROUP 12: Auto grader operator; Automatic slip form operator;
Drilling machine operator, bucket or auger types (Calweld,
auger 200 CA or similar types - Watson, auger 6000 or
similar types - Hughes Super Duty, auger 200 or similar
types - drilling depth of 175' maximum); Hoe ram or similar
with compressor; Mass excavator operator less tha 750 cu.
yards; Mechanical finishing machine operator; Mobile form
traveler operator; Motor patrol operator (multi-engine);
Pipe mobile machine operator; Rubber-tired earth- moving
equipment operator (multiple engine, Euclid, Caterpillar
and similar type, over 50 cu. yds. struck); Rubber-tired
self- loading scraper operator (paddle-wheel-auger type
self-loading - two (2) or more units)
GROUP 13: Rubber-tired earth-moving equipment operator
operating equipment with push-pull system (single engine,
up to and including 25 yds. struck)
GROUP 14: Canal liner operator; Canal trimmer operator;
Remote- control earth-moving equipment operator (operating
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a second piece of equipment: $1.00 per hour additional);
Wheel excavator operator (over 750 cu. yds.)
GROUP 15: Rubber-tired earth-moving equipment operator,
operating equipment with push-pull system (single engine,
Caterpillar, Euclid, Athey Wagon and similar types with any
and all attachments over 25 yds. and up to and including 50
yds. struck); Rubber-tired earth-moving equipment operator,
operating equipment with push-pull system (multiple
engine-up to and including 25 yds. struck)
GROUP 16: Rubber-tired earth-moving equipment operator,
operating equipment with push-pull system (single engine,
over 50 yds. struck); Rubber-tired earth-moving equipment
operator, operating equipment with push-pull system
(multiple engine, Euclid, Caterpillar and similar, over 25
yds. and up to 50 yds. struck)
GROUP 17: Rubber-tired earth-moving equipment operator,
operating equipment with push-pull system (multiple engine,
Euclid, Caterpillar and similar, over 50 cu. yds. struck);
Tandem tractor operator (operating crawler type tractors in
tandem - Quad 9 and similar type)
GROUP 18: Rubber-tired earth-moving equipment operator,
operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units -
single engine, up to and including 25 yds. struck)
-~
GROUP 19: Rotex concrete belt operator (or similar types);
Rubber-tired earth-moving equipment operator, operating in
tandem (scrapers, belly dumps and similar types in any
combination, excluding compaction units - single engine,
Caterpillar, Euclid, Athey Wagon and similar types with any
and all attachments over 25 yds.and up to and including 50
cu. yds. struck); Rubber-tired earth-moving equipment
operator, operating in tandem (scrapers, belly dumps and
similar types in any combination, excluding compaction
units - multiple engine, up to and including 25 yds. struck)
GROUP 20: Rubber-tired earth-moving equipment operator,
operating in tandem -(scrapers, belly dumps and similar
types in any combination, excluding compaction units -
single engine, over 50 yds. struck); Rubber-tired
earth-moving equipment operator, operating in tandem
(scrapers, belly dumps, and similar types in any
combination, excluding compaction units - multiple engine,
Euclid, Caterpillar and similar, over 25 yds. and up to 50
yds. struck)
""-.
GROUP 21; Rubber-tired earth-moving equipment operator,
operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units -
multiple engine, Euclid, Caterpillar and similar type, over
SO cu. yds. struck)
GROUP 22: Rubber-tired earth-moving equipment operator,
operating equipment with the tandem push-pull system
(single engine, up to and inc~uding 25 yds. struck)
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GROUP 23: Rubber-tired earth-moving equipment operator,
operating equipment with the tandem push-pull system
(single engine, Caterpillar, Euclid, Athey Wagon and
similar types with any and all attachments over 25 yds. and
up to and including 50 yds. struck); Rubber-tired
earth-moving equipment operator, operating with the tandem
push-pull system (multiple engine, up to and including 25
yds. struck)
GROUP 24: Rubber-tired earth-moving equipment operator,
operating equipment with the tandem push-pull system
(single engine, over 50 yds. struck); Rubber-tired
earth-moving equipment operator, operating equipment with
the tandem push-pull system (multiple engine, Euclid,
Caterpillar and similar, over 25 yds. and up to 50 yds.
struck)
GROUP 25: Concrete pump operator-truck mounted; Rubber-tired
earth-moving equipment operator, operating equipment with
the tandem push-pull system (multiple engine, Euclid,
Caterpillar and similar type, over 50 cu. yds. struck)
CRANES, PILEDRIVING AND HOISTING EQUIPMENT CLASSIFICATIONS
GROUP
lull
I: Engineer oiler;
or similar types)
Fork lift operator (includes loed,
GROUP 2: Truck crane oiler
GROUP 3: A-frame or winch truck operator; Ross carrier
operator (jobsite)
GROUP 4: Bridge-type unloader and turntable operator;
Helicopter hoist operator
GROUP 5: Hydraulic boom truck; Stinger crane (Austin-Western
or similar type); Tugger hoist operator (1 drum)
GROUP 6: Bridge crane operator; Cretor crane operator; Hoist
operator (Chicago boom and similar type); Lift mobile
operator; Lift slab machine operator (Vagtborg and similar
types); Material hoist and/or manlift operator; Polar
gantry crane operator; Self Climbing scaffold (or similar
type); Shovel, backhoe, dragline, clamshell operator (over
3/4 yd. and up to 5 cu. yds. mrc); Tugger hoist operator
GROUP 7: Pedestal crane operator; Shovel, backhoe, dragline,
clamshell' operator (over 5 cu. yds. mre); Tower crane
repair; Tugger hoist operator (3 drum)
GROUP 8: Crane operator (up to and including 25 ton
capacity); Crawler transporter operator; Derrick barge
operator (up to and including 25 ton capacity); Hoist
operator, stiff legs, Guy derrick or similar type (up to
and including 25 ton capacity); Shovel, backhoe, dragline,
clamshell operator (over 7 cu. yds., M.R.C.)
GROUP 9: Crane operator (over 25 tons and up to and including
~O tons mrc); Derrick barge operator (over 25 tons up to
and including 50 tonsmrc); Highline cableway operator;
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Hoist operator, stiff legs, Guy derrick or similar type
(over 25 tons up to and including 50 tons rnre); K-crane
operator; Polar crane operator; Self erecting tower crane
operator maximum lifting capacity ten tons
GROUP 10: Crane operator (over 50 tons and up to and
including 100 tons mre); Derrick barge operator fover 50
tons up to and including 100 tons mre); Hoist operator,
stiff legs, Guy derrick or similar type (over 50 tons up to
and including 100 tons rnre), Mobile tower crane operator
(over 50 tons, up to and including 100 tons M.R.C.); Tower
crane operator and tower gantry
GROUP 11: Crane operator (over 100 tons and up to and
including 200 tons mre); Derrick barge operator (over 100
tons up to and including 200 tons mre); Hoist operator,
stiff legs, Guy derrick or similar type (over 100 tons up
to and including 200 tons mrc); Mobile tower crane operator
(over 100 tons up to and including 200 tons mrc)
GROUP 12: Crane operator (over 200 tons up to and including
300 tons mrc); Derrick barge operator (over 200 tons up to
and including 300 tons mrc); Hoist operator, stiff legs,
Guy derrick or similar type (over 200 tons, up to and
including 300 tons mrc); Mobile tower crane operator (over
200 tons, up to and including 300 tons mrc)
-
GROUP 13: Crane operator (over 300 tons); Derrick barge
operator (over 300 tons); Helicopter pilot; Hoist operator,
stiff legs, Guy derrick or similar type (over 300 tons);
Mobile tower crane operator (over 300 tons)
,..,..
TUNNEL CLASSIFICATIONS
GROUP 1: Skiploader (wheel type up to 3/4 yd. without
attachment)
GROUP 2: Power-driven jumbo form setter operator
GROUP 3: Dinkey locomotive or motorperson (up to and
including 10 tons)
GROUP 4: Bit sharpener; Equipment greaser (grease truck);
Slip form pump operator (power-driven hydraulic lifting
device for concrete forms); Tugger hoist operator (1 drum);
Tunnel locomotive operator (over 10 and up to and including
30 tons)
GROUP 5: Backhoe operator (up to and including 3/4 yd.);
Small Ford, Case or similar; Drill doctor; Grouting machine
operator; Heading shield operator; Heavy-duty repairperson;
Loader operator (Athey, Euclid, Sierra and similar types);
Mucking machine operator (1/4 yd., rubber-tired, rail or
track type); Pneumatic concrete placing machine operator
(Hackley-Presswell or similar type); Pneumatic heading
shield (tunnel); Pumpcrete gun operator; Tractor compressor
drill combination operator; Tugger hoist operator (2 drum);
Tunnel locomotive operator (over 30 tons)
GROUP 6: Heavy Duty Repairman
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GROUP 7: Tunnel mole boring machine operator
----------------------------------------------------------------
ENGI0012-004 08/01/2006
Rates
Fringes
Power equipment operators:
(DREDGING)
(1) Leverman................$ 39.65
(2) Dredge dozer............$ 35.18
( 3) De c kma t e. . . . . . . . . . . . . . . . $ 35. 07
(4) Winch operator (stern
winch on dredge)............$ 34.52
(5) Fireman-Oiler,
Deckhand, Bargeman,
Leveehand. . . . . . . . . . . . . . ... . . . $ 33.98
(6) Barge Mate..............$ 34.59
15.30
15.30
15.30
15.30
15.30
15.30
----------------------------------------------------------------
IRONOOQ2-004 07/01/2006
Rates
Fringes
Ironworkers:
Fence Erector...............$ 32.165
Ornamental, Reinforcing
and Structural..............$ 33.055
16.585
16.585
PREMIUM PAY:
$3.00 additional per hour at the following locations:
China Lake Naval Test Station, Chocolate Mountains Naval
Reserve-Niland,
Edwards AFB, Fort Irwin Military Station, Fort Irwin Training
Center-Goldstone, San Clemente Island, San Nicholas Island,
S:lsanville Federal Prison, 29 Palms - Marine Corps, U.S. Marine
Base - Barstow, U.S. Naval Air Facility - Sealey, Vandenberg AFB
$2.00 additional per hour at the following locations:
Army Defense Language Institute - Monterey, Fallon Air Base,
Naval Post Graduate School - Monterey, Yermo Marine Corps
Logistics Center
$1.00 addi~iohal per hour at the following locations:
Port Hueneme, Port Mugu, U.S. Coast Guard Station - Two Rock
----------------------------------------------------------------
LAB00300-001 07/01/2005
Rates
Fringes
Brick Tender...................$ 22.24
12.48
----------------------------------------------------------------
* LAB00300-003 07/01/2006
Rates
Fringes
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Laborer: Gunite
GROUP 1..................... $ 24.44
GROUP 2.....................$ 23.49
GROUP 3.....................$ 19.95
Laborer: Tunnel
GROUP 1..................... $ 24.28
GROUP 2.....................$ 24.60
GROUP 3.....................$ 25.06
GROUP 4.....................$ 25.75
Laborers:
GROUP 1.....................$ 22.84
GROU P 2..................... $ 23. 39
GROUP 3.....................$ 23.94
GROUP 4.....................$ 25.49
GROUP 5.....................$ 25.84
16.36
16.36
16.36
12.95
12.95
12.95
12.95
13.04
13.04
13.04
13.04
13.04
FOOTNOTE: GUNITE PREMIUM PAY: Workers working from a
Bosn'n's Chair or suspended from a rope or cable shall
receive 40 cents per hour above the foregoing applicable
classification rates. Workers doing gunite and/or
shot crete work in a tunnel shall receive 35 cents per hour
above the foregoing applicable classification rates, paid
on a portal-to-portal basis. Any work performed on, in or
above any smoke stack, silo, storage elevator or similar
type of structure, when such structure is in excess of
75'-0" above base level and which work must be performed in
whole or in part more than 75'-0" above base level, that
work performed above the 75'-0" level shall be compensated
for at 35 cents per hour above the applicable
classification wage rate.
LABORER CLASSIFICATIONS
GROUP 1: Cleaning and handling of panel forms; Concrete
screeding for rough strike-off; Concrete, water curing;
Demolition laborer, the cleaning of brick if performed by a
worker performing any other phase of demolition work, and
the cleaning of lumber; Fire watcher, limber, brush loader,
.piler and debris handler; Flag person; Gas, oil and/or
water pipeline laborer; Laborer, asphalt-rubber material
loader; Laborer, general or construction; Laborer, general
clean-up; Laborer, landscaping; Laborer, jetting; Laborer,
temporary water and air lines; Material hose operator
(walls, slabs, floors and decks); Plugging, filling of shee
bolt holes; Dry packing of concrete; Railroad maintenance,
repair track person and road beds; Streetcar and railroad
construction track laborers; Rigging and signaling; Scaler;
Slip form raiser; Tar and mortar; Tool crib or tool house
laborer; Traffic control by any method; Window cleaner;
Wire mesh pulling - all concrete pouring operations
GROUP 2: Asphalt shoveler; Cement dumper (on 1 yd. or larger
mixer and handling bulk cement); Cesspool digger and
installer; Chucktender; Chute handler, pouring concrete,
the handling of the chute from readymix trucks, such as
walls, slabs, decks, floors, foundation, footings, curbs,
gutters and sidewalks; Concrete curer, impervious membrane
and form oiler; Cutting torch operator (demolition) " Fine
grader, highways and street paving, airport, runways and
similar type heavy construction; Gas, oil and/or water
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pipeline wrapper - pot tender and form person; Guinea
chaser; Headerboard person - asphalt; Laborer, packing rod
steel and pans; Membrane vapor barrier installer; Power
broom sweeper (small); Riprap stonepaver, placing stone or
wet sacked concrete; Rota scraper and tiller; Sandblaster
(pot tender); Septic tank digger and installer(lead); Tank
scaler and cleaner; Tree climber, faller, chain saw
operator, Pittsburgh chipper and similar type brush
shredder; Underground laborer, including caisson bellower
GROUP 3: Buggymobile person; Concrete cutting torch; Concrete
pile cutter; Driller, jackharruner, 2-1/2 ft. drill steel or
longer; Dri-pak-it machine; Gas, oil and/or water pipeline
wrapper, 6-in. pipe and over, by any method, inside and
out; High scaler (including drilling of same); Hydro seeder
and similar type; Impact wrench multi-plate; Kettle person,
pot person and workers applying asphalt, lay-kold,
creosote, lime ca~stic and similar type materials
("applying" means applying, dipping, brushing or handling
of such materials for pipe wrapping and waterproofing) ;
Operator of pneumatic, gas, electric tools, vibrating
machine, pavement breaker, air blasting, come-alongs, and
similar mechanical tools not separately classified herein;
Pipelayer's backup person, coating, grouting, making of
joints, sealing, caulking, diapering and including rubber
gasket joints, pointing and any and all other services;
Rock slinger; Rotary scarifier or multiple head concrete
chipping scarifier; Steel headerboard and guideline setter;
Tamper, Barko, Wacker and similar type; Trenching machine,
hand-propelled
GROUP 4: Asphalt raker, lute person, ironer, asphalt dump
person, and asphalt spreader boxes (all types); Concrete
core cutter (walls, floors or ceilings), grinder or sander;
Concrete saw person, cutting walls or flat work, scoring
old or new concrete; Cribber, sharer, lagging, sheeting and
trench bracing, hand-guided lagging hammer; Head rock
slinger; Laborer, asphalt- rubber distributor boot person;
Laser beam in connection with laborers' work; Oversize
concrete vibrator operator, 70 Ibs. and over; Pipelayer
performing all services in the laying and installation of
pipe from the point of receiving pipe in the ditch until
completion of operation, including any and all forms of
tubular material, whether pipe, metallic or non-metallic,
conduit and any other stationary type of tubular device
used for the conveying of any substance or element, whether
water, sewage, solid gas, air, or other product whatsoever
and without regard to the nature of material from which the
tubular material is fabricated; No-joint pipe and stripping
of same; Prefabricated manhole installer; Sandblaster
(nozzle person), water blasting, Porta Shot-Blast
GROUP 5: Blaster powder, all work of loading holes, placing
and blasting of all powder and explosives of whatever type,
regardless of method used for such loading and placing;
Driller: All power drills, excluding jackhammer, whether
core, diamond, wagon, track, multiple unit, and any and all
other types of mechanical drills without regard to the form
of motive power; Toxic waste removal
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TUNNEL LABORER CLASSIFICATIONS
GROUP 1: Batch plant laborer; Bull gang mucker, track person;
Changehouse person; Concrete crew, including redder and
spreader; Dump person; Dump person (outside); Swamper
(brake person and switch person on tunnel work); Tunnel
materials handling person
GROUP 2: Chucktender, cabletender; Loading and unloading
agitator cars; Nipper; Pot tender, using mastic or other
materials (for example, but not by way of limitation,
shotcrete, etc.); Vibrator person, jack hammer, pneumatic
tools (except driller)
GROUP 3: Blaster, driller, powder person; Chemical grout jet
person; Cherry picker person; Grout gun person; Grout mixer
pe~son; Grout pump person; Jackleg rniner;" Jumbo person;
Kemper and other pneumatic concrete placer operator; Miner,
tunnel (hand or machine); Nozzle person; Operating of
troweling and/or grouting machines; Powder person (primer
house); Primer person; Sandblaster; Shot crete person; Steel
form raiser and setter; Timber person, retimber person,
wood or steel; Tunnel Concrete finisher
GROUP 4: Diamond driller; Sandblaster; Shaft and raise work
GUNITE LABORER CLASSIFICATIONS
-
GROUP 1: Nozzle person and rod person
GROUP 2: Gun person
GROUP 3: Rebound person
----------------------------------------------------------------
, LAB00300-008 08/02/2006
Rates
Fringes
Plaster Clean-up Laborer.......$ 23.15
Plasterer tender...............$ 25.70
12.95
12.95
Work at Military Bases - $3.00 additional per hour:
Coronado Naval Amphibious Base, Fort Irwin, George AFB,
Marine Corps Air Station-29 Palms, Imperial Beach Naval Air
Station, Marine Corps Logistics Supply Base, Marine Corps
Pickle Meadows, Mountain Warfare Training Center, Naval
Air Facility-Seeley, North Island Naval Air Station,
Vandenberg AFB.
----------------------------------------------------------------
LAB00882-002 01/01/2006
Rates
Fringes
Asbestos Removal Laborer.......$ 23.20
10.90
SCOPE OF WORK: Includes site mobilization, initial site
cleanup, site preparaLion, removal of asbestos-containing
material and toxic waste, encap~ulation, enclosure and
disposal of asbestos- containing materials and toxic waste
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W AIS Document Retrieval Page 16 of 21
by hand or with equipment or machinery; scaffolding,
fabrication of temporary wooden barriers and assembly of
decontamination stations.
* LABOl184-001 07/01/2006
Rates
Fringes
Laborers: (HORIZONTAL
DIRECTIONAL DRILLING)
(1) Drilling Crew Laborer...$ 23.74
(2) Vehicle Operator/Hau1er.$ 23.91
(3) Horizontal Directional
Drill Operator..............$ 25.76
(4) Electronic Tracking
Locator.....................$ 27.76
Laborers: (STRIPING/SLURRY
SEAL)
GROUP 1................... ..$ 24.52
GROUP 2................... ..$ 25.82
GROUP 3..................... $ 27.83
GROUP 4................... ..$ 29.57
8.51
8.51
8.51
8.51
11.34
11.34
11.34
11. 34
LABORERS - STRIPING CLASSIFICATIONS
GROUP 1: Protective coating, pavement sealing, including
repair and filling of cracks by any method on any surface
in parking lots, game courts and playgrounds; carstops;
operation of all related machinery and equipment; equipment
repair technician
GROUP 2: Traffic surface abrasive blaster; pot tender -
removal of all traffic lines and markings by any method
(sandblasting, waterblasting, grinding, etc.) and
preparation of surface for coatings. Traffic control
person: controlling and directing traffic through both
conventional and moving lane closures; operation of all
related machinery and equipment
GROUP 3: Traffic delineating device applicator: Layout and
application of pavement markers, delineating signs, rumble
and traffic bars, adhesives, guide markers, other traffic
delineating devices including traffic control. This
category includes all traffic related surface preparation
(sandblasting, waterblasting, grinding) as part of the
application process. Traffic protective delineating system
insc:.aller: removes/ relocates, installs, permanently
affixed roadside and parking delineation barricades,
fencing, cable anchor, guard rail, reference signs,
monument markers; operation of all related machinery and
equipment; power broom sweeper
GROUP 4: Striper: layout and application of traffic stripes
and markings; hot thermo plastici tape traffic stripes and
markings, including traffic control; operation of all
related machinery and equipment
----------------------------------------------------------------
PAIN0036-001 07/01/2005
Rates
Fringes
http://frwe bgate .access. gpo. gOV Ic gi -hi nlgetdocc pi ~dhn"me=n"vi ,-Fbcnn~ r1ncirl=r A Jnn
In/1/7n(1';
W AIS Document Retrieval
Painters:
(1) Repaint Including Lead
Aba t eme n t . . . . . . . . . . . . . . . . . . . $ 23. 40
(2) All Other Work:.........$ 26.67
7.49
7.49
REPAINT of any structure with the exception of work involving
the aerospace industry, breweries, commercial recreational
facilities, hotels which operate commercial establishments
as part of hotel service, and sports facilities, tenant
improvement work not included in conjunction with the
construction of the building and all repainting of tenant
improvement projects.
PAIN0036-008 10/01/2005
Rates
Fringes
Drywall Finisher...............$ 28.33
9.98
PAIN0036-015 06/01/2006
Rates
Fringes
Glazier........................$ 32.30
12.75
FOOTNOTE: Additional $1.25 per hour for work in a condor,
from the third (3rd) floor and up Additional $1.25 per
hour for work on the outside of the building from a swing
stage or any suspended contrivance, from the ground up
PAIN1247-002 06/01/2006
Rates
Fringes
Soft Floor Layer...............$ 28.40
6.54
PLAS0200-008 01/01/2005
Rates
Fringes
Plasterer......................$ 28.29
7.46
FORT IRWIN; GEORGE AIR FORCE BASE; MARINE CORPS AIR STATION
29 PALMS, AND MARINE CORPS LOGISTICS SUPPLY BASE: $3.00
additional per hour.
PLAS0500-002 07/17/2006
Rates
Fringes
Cement Mason...................$ 26.05
16.28
PLUM0016-002 07/01/2006
Rates
Fringes
Plumber, Pipefitter,
Steamfitter
(1) Work on strip malls,
httn"/Ifrurpha::ltp. ~(,(,P<:::'<:::' ann anv/roi_hin/optnn(' ('ai?r1hn::lmf>=n::-1vi~-R::-1r.nn~r1nC'irl=rA ?On
Page 17 of 21
10nnOOfi
W AIS Document Retrieval
Page 18 of21
light corrunercial, tenant
improvement and remodel
work........................$ 25.20
(2) Work on new additions
and remodeling of bars,
restaurants, stores and
commercial buildings, not
to exceed 5,000 sq. ft. of
floor space.................$ 31.63
(3) All other work..........$ 32.61
(4) Work at Edwards AFB
and George AFB............ ..$ 37.11
(5) Work at Fort Irwin
Army Base, Marine Corps
Logistic Base at Nebo,
Marine Corps Logistic Base
at Yermo and Twenty-Ni~e
Palms Marine Base...........$ 39.61
11.36
12.76
13.52
13.52
13.52
PLUM0345-001 07/01/2006
Rates
Fringes
Plumbers
Landscape/Irrigation Fitter.S 24.90
Sewer & Storm Drain Work.. ..$ 22.14
11.79
12.82
ROOF0036-002 09/01/2006
Rates
Fringes
Roofer.........................$ 29.00
7.17
FOOTNOTE: Pitch premium: Work on which employees are exposed
to pitch fumes or required to handle pitch, pitch base or
pitch impregnated products, or any material containing coal
tar pitch, the entire roofing crew shall receive $1.75 per
hour "pitch premium'! pay.
SFCA0669-009 04/01/2006
Does not include the northern part of the City of Chino, or the
Cities of Montclair and Ontario
Rates
Fringes
Sprinkler Fitter, Fire.........$ 30.00
13 .15
SFCA0709-004 09/01/2006
THE NORTHERN PART OF THE CITY OF CHINO, AND THE CITIES OF
MONTCLAIR AND ONTARIO:
Rates
Fringes
Sprinkler Fitter (Fire)........$ 34.58
16.70
SHEE0105-003 08/01/2006
INYO, KERN (Northeast part, East of Hwy 395), LOS ANGELES
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W AIS Document Retrieval
Page 19 of21
(Including Pomona, Claremont, Catalina Island, Long Beach and
area South of Imperial highway and East of the Los Angeles
River), MONO ORANGE, RIVERSIDE, AND SAN BERNARDINO COUNTIES
Rates
Fringes
Sheet metal worker
(1) Commercial - New
Construction and Remodel
work........................$ 33.56
(2) Industrial work
including air pollution
control systems, noise
abatement, hand rails,
guard rails, excluding
aritechtural sheet metal
work, excluding A-C,
heating, ventilating
systems for human comfort...$ 29.40
14.41
18.96
TEAM0011-002 07/01/2005
Rates
Fringes
Truck drivers:
GROUP 1....................$ 23.54
GROUP 2....................$ 23.69
GROUP 3....................$ 23.82
GROUP 4....................$ 24.01
GROUP 5.................. ..$ 23.95
GROUP 6....................$ 24.07
GROUP 7....................$ 24.32
GROUP 8....................$ 24.57
GROUP 9....................$ 24.77
GROUP 10....................$ 25.07
GROUP 11
GROUP 11...................$ 25.57
14.64
14.64
14.64
14.64
14.64
14.64
14.64
14.64
14.64
14.64
14.64
WORK ON ALL MILITARY BASES:
PREMIUM PAY: $3.00 per hour additional.
[29 palms Marine Base, Camp Roberts, China Lake, Edwards AFB,
Fort Irwin, George AFB, Marine Corps Logistics Base at Nebo
& Yermo, Mountain Warfare Training Center, Bridgeport,
Point Arguello, Point Conception, Vandenberg AFB]
TRUCK DRIVERS CLASSIFICATIONS
GROUP 1: Truck driver
GROUP 2: Driver of vehicle or combination of vehicles - 2
axles; Traffic control pilot car excluding moving heavy
equipment permit load; Truck mounted broom
GROUP 3: Driver of vehicle or combination of vehicles - 3
axles; Boot person; Cement mason distribution truck; Fuel
truck driver; Water truck - 2 axle; Dump truck, less than
16 yds. water level; Erosion control driver
GROUP 4: Driver of transit mix truck, under 3 yds.; Dumpcrete
truck, less than 6-1/2 yds. water level
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W AIS Document Retrieval Page 20 of 21
GROUP 5: Water truck, 3 or more axles; Truck greaser and tire
person ($0.50 additional for tire person); Pipeline and
utility working truck driver, including winch truck and
plastic fusion, limited to pipeline and utility work;
Slurry truck driver
GROUP 6: Transit mix truck, 3 yds. or more; Dumpcrete truck,
6-1/2 yds. water level and over; Vehicle or combination of
vehicles - 4 or more axles; Oil spreader truck; Dump truck,
16 yds. to 25 yds. water level
GROUP 7: A Frame, Swedish crane or similar; Forklift driver;
Ross carrier driver
GROUP 8: Dump truck, 25 yds. to 49 yds. water level; Truck
repair person; Water pull - single engine; Welder
GROUP 9: Truck repair person/welder; Low bed driver, 9 axles
or over
GROUP 10: Dump truck - 50 yds. or more water level; Water
pull - single engine with attachment
GROUP 11: Water pull - twin engine; Water pull - twin engine
with attachments; Winch truck driver - $1.25 additional
when operating winch or similar special attachments
----------------------------------------------------------------
WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
----~~~~------~~------~~~-----~~~------~~-------~-------~~~-----
--~~~~------~~~~------~~~-----~~-------~~-------~~-------~------
Unlisted classifications .needed for work not included within
the scope of the classifications listed may be added after
award only as provided in the labor standards contract clauses
(29CFR 5.5 (al (1) (ii)).
----------------------------------------------------------------
In the listing above, the "SU" designation means that races
listed under the identifier do not reflect collectively
bargained wage and fringe benefit rates. Other designations
indicate unions whose rates have been determined to be
prevailing.
----------------------------------------------------------------
WAGE DETERMINATION APPEALS PROCESS
1.)
be:
Has there been an initial decision in the matter? This can
*
an existing published wage determination
a survey underlying a wage determination
a Wage and Hour Division letter setting forth a position on
a wage determination matter
a conformance (additional classification and rate) ruling
*
*
On survey related matters, initial contact, including requests
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W AIS Document Retrieval
Page 21 of21
for summaries of surveys, should be with the Wage and Hour
Regional Office for the area in which the survey was conducted
because those Regional Offices have responsibility for the
Davis-Bacon survey program. If the response from this initial
contact is not satisfactory, then the process described in 2.)
and 3.) should be followed.
With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the
Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
.
2.) If the answer to the question in 1.) is yes, then an
interested party (those affected by the action) can request
review and reconsideration from the Wage and Hour Administrator
(See 29 CFR Part 1. 8 and 29 CFR Part 7). Write to:
..
Wage and Hour Administrator
u.s. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the
interested party's position and by any information (wage
payment data, project description, area practice material,
etc.) that the requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an
interested party may appeal directly to the Administrative
Review Board (formerly the Wage.Appeals Board). Write to:
Administrative Review Board
U.s. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4.) All decisions by the Administrative Review Board are final.
---------~---------------------------------~--------------------
----------------------------------------------------------------
END OF GENERAL DECISION
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10/3/2006
Southern California basic trade journeyman rates Index 2006.2
Page lof3
California Home
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C~!ltQr.nla Labor Code
Iille .l![o!J.l!lations
Cons_Ym@x_Pric.l;t.lndex._~
iillareas
!'rfiJ!jling Wage FAa:.
N.Qofati!LQC~YP;3tiQ1Hll
iniYJies~It<11Un.es_s_e$__ll}-
California
Wal9CCuDational
ini uries jln.dJIIDJ;!:.s:~te~_.io
California
labor Code section 515.5
(AlQumLMM(a)
Lab_Qr_~mpliance
p:roaram~
ii1
Division of Labor Statistics
and Research
r MyCA
Advo
Dedicated to serving the people of California
by collecting, compiling, and presenting
accurate and timely statistics and research
relating to the condition of labor in the state.
Feature
. ~Q-'JS_ ~ mt
table-= all
Index 2006-2 Southern California basic trade journeyman rates
General prevailing wage determinations
made by the director of industrial relations
Pursuant to California Labor Code part 7,
chapter 1, article 2, sections 1770, 1773, and 1773.1
Downlg.~..d all Southern California basic trade determinations (Pages 3.21 D)
Holidays,
Page Determination scope of work,
travel &
subsistence
8 Asl;lestos Worker Heat aop Frost Insulator (dj I Select One I[
G I\~pes!o-" ~~Dd Leactl'.batemenJ (Laporer) Jel I Select One I[
G ~lJj'ding!~9-'J~strJ,J__c:tlQnJnspectQUH:u:LEield _SQils. a[ld MateriCiI I Select One I[
Test~J +
81 Boilermaker (for Pipelines) (el II Select One I[
01 CarDenter II Select One I[
@] Cr~nes, Pile Driver and Hoistin9.Equiprneot (Operating I Select One I[
lOB Engineer) +
01 CemenlMason II Select One I[
01 [Jredger (Operating Engineerllel II Select One I[
01 Drywallln~!"UerJCarpeDt~Jl II Select One I[
nl Elevator Constructor (e) II Select One If
htt-n-//ururur rlir r~ o{)vmT~RIPWn/,nllthf'rnhtml
11/2/2006
Southern California basic trade journeyman rates Index 2006-2
Page 2 of3
I II IL
01 E~~e_I;l_~i[<!eDQ.rp~nter) Ie) Select One I[
8 Fire Safety and Miscellaneous Sealina Ie) + Select One I[
01 "~nite WorkeLC!""QoLeI) Select One I[
BI Hori~Qntal Directional Drilling (e) II Select One I[
01 !:lou~efTlO~eL(Laborer) II Select One I[
01b<!bOrer II Select One I[
EJ Landfill vYorkel (Qp~ratiOll_!:D9ille~Jje] I Select One I[
81 Lamj~c"p~1rrigaJion !"aborer II Select One I[
81 Lancj~cap~ Maintenance Laborer /I Select One I[
81 Landscape Operatino Enoineer II Select One I[
01 Llg!lLfjxtuL~aintenanj:~+ II Select One I[
81 Light fixture; Mainten'lnce (e) I Select One I[
BI Light Fixtur~MainJenance Select One I[
0 Modular Furniture Installer (C~enter) Select One I[
DI Operating_!:Dgine~r + Select One I[
B parkj[lg.~nc,LtljghwaYJrTlprQY:~m5!J1L{striping, slurry & seal coat Select One I[
operations, Laborer) (E]
~I TeafTls@!+ Select One I[
01 Tunnel WJirkeU~"QOlerJ II Select One I[
81 Tunnel (Operatino Enoineerl + II Select One I[
RetlUJ1JQ_main table
+ Includes shift pay determinations.
* A single asterisk after the expiration date of a determination indicates that no increase is required
advertised while that determination is in effect. The determination remains in effect until it is cancele
superceded by a new determination by the Director of Industrial Relations. A new determination will
10 days after it is issued. Contact the Division of Labor Statistics and Research at (415) 703-4774 a
the expiration date, if no subsequent determination is issued.
a. State of California, except Del Norte, Madoc and Siskiyou Counties.
http://www.dir.ca.goy IDL SRlPWD!southern. hIm I
11/?/?OOF;
-
Southern California basic trade journeyman rates Index 2006-2
Page 3 of3
b. Includes Del Norte, Madoc and Siskiyou Counties.
c. Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, ~
and Ventura.
d. Includes San Diego County; excludes Mono County.
8. Includes San Diego County.
f. Includes Fresno, Kings, San Diego, and Tulare Counties; excludes lnyo and Mono Counties
g. Alameda, Alpine, Amador, Butte, Calaveras, Colusa, Contra Costa, Del Norte, El Dorado, Fresno
Humboldt, Kings, Lake, Lassen, Madera, Marin, Mariposa, Mendocino, Merced, Madoc, Monterey, ~
Placer, Plumas, Sacramento, San Benito, San Francisco, San Joaquin, San Mateo, Santa Clara, Se
Sierra, Siskiyou, Solano, Sonoma, Stanislaus, Sutter, Tehama, Trinity, Tulare, Tuolumne, Yolo and'
h. Includes Mono County.
i. Includes Inyo and Mono Counties.
To view the above current prevailing wage determinations, current predetermined increases, and the
advisory scope of work, and travel and subsistence provisions for each craft, you must first downloac
the Adobe Acrobat Reader available by clicking on the icon below:
r ,~'Gel Acrobat'
Id.b< Reader
B.ek to top of page
@2003 Stale of California_Disclaimer I Conditions of usI:: I Privacy policy
httn. I 1v..'W\v .c1i r.ca. gO" IDL SR/PWD/southern. html
11/2/2006
GENERAL PREY AILING WAGE DETERMINA nON MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHA.PTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND ]773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEA YY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: #I ASBESTOS WORKER, ilEA T AND FROST INSULA TOR
DETERMINATION: 5C-)-5-1-2006-]
ISSUE DATE: August 22, 2006
EXPIRATION DATE OF DETERMINATION: AugustS, 2007" The rate to be paid for work performed afterthis date has been determined. If work will extend pastthis
date, the new rate must be paid & should be incorporated in contracts entered into now. Contact the Division of Labor Statistics & Research for specific rates at (415) 703-4774.
LOCALITY' All localities within Imperial, Inyo. Kern, Los Angeles. Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara and Ventura Counties.
EmoJover Payments Straie:ht-Time Overtime Hourlv Rate
Classification Basic Health Pension Vacationi Training Other Hours Total Dai]y Saturday Sunday
(Joumeyperson) Hourly Aod Holiday Payments Hourly aod
Rate Welfare Rate I 1/2x 2x I J/2x 2x Holiday
Mechanic '33.63 "5.54 4.46 2.53 0.24 46.40 '63.22 80.03 d63.22 80.03 '8003
DETERMINATION: SC-3.5-3-2006-1
ISSUE DATE: August 22, 2006
EXPIRATION DATE OF DETERMINATION' August 5, 2007" The rate to be paid for work performed after this date has been determined ]fwork will extend past this
date, the new rate must be paid & should be incorporated in contracts entered into now. Contact the Division of Labor Statistics & Research for specific rates at (415) 703-4774
Hazardous Material
Handler Mechanic
" 1955
f2.70
3.46
022
8
2593
35.71
35.7]
~35 71
# Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedules
" Includes 40'0 of employees gross wage for dues/service fee check.off plus $0.75 for supplemental dues
"Occupational Health and Research and MortuaI)' Fund included in Health and Welfare
, Rate applies to the first 2 ovenime hours. Applies to all daily ovenime hours on maintenance and asbestos abatement projects
J Rate applies to first 8 hours worked on new construction. Applies to all Saturday hours on maintenance and asbestos abatement projects
. $] 13.66 per hour for work on Labor Day. For maintenance and asbestos abatement projects, Sundays may be worked at the time and one ha]frate, but
holidays are paid at the double time rate. Maintenance work in excess of 60 hours in a week is at double time rate
I Includes 23t for medical monitoring in compliance with industry regulations procedures and $0.]2 for Occupational Hea]th Plan
~ $6503 per hour for work on Labor Day
h Includes 4% of employees gross wage for dues/service fee check-off plus SO.18 for supplemental dues
..."
Note: Asbestos removal workers must be trained and the work conducted according to the Code of Federa] Regulations 29 CFR ] 926.58, the California Labor Code 650].5 and
the California Code of Regu]ations, Title 8, Section 5208. Contractors must be certified by the Contractors' State License Board and registered with the Division of Occupational
S<1fety <1nd l!ealth (DOS H). For further information, contact the Asbestos Contraclors Abatement Registration Unit, DOSH at (415) 703-5] 9].
RECOGNIZED HOLlDA YS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining
agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industria! Relations. If the prevailing
rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You
may obtain the holiday provisions for the current determinations on the Internet at htto:.'/www.dirC<loov/DLSR/PWD Holiday provisions for current or superseded
determinations may be obtained by contacting the Prevailing Wage Unit at (415) 70J-~774
TRAVEL AND/OR SVBSISTENCE PAYMENT: In accordance with Labor Code Sections] 773 I and 1773.9, contractors shall make travel and/or subsistence payments to
each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at htto:/\vwwdir.ca goviDLSRJPWD
Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774
3
GENERAL PREY AILING WAGE DETERMINA nON MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEA YY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: FENCE BUILDER (CARPENTER)
DETERMINATION: SC-23-31-20-2005-1
ISSUE DATE: August 22, 2005
EXPIRATION DATE OF DETERMINATION: June 30. 2006* Effective until superseded by a new determination issued by the
Department of Industrial Relations. Contact the Division of Labor Statistics & Research at (4 I 5) 703-4774 for new rates after 10 ten
days from the expiration date, if no subsequent determination is issued.
LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San
Luis Obispo, Santa Barbara, and Ventura counties.
Emolover Payments Strai2.ht-Time Overtime Hourlv Rate
Classification Basic Health Pension Vacation Training Hours Total Daily Saturdaya Sunday
(Journey person) Hourly and and and Hourly and
Rate Welfare Holiday Other Rate 1 I/2Xb 2X 11/2X Holiday
Fence Builder $27.07 3.95 $1.11 $2.01 $0.21 8 $34.35 $47.885 $61.42 $47.885 $61.42
a Saturdays in the same \vork week may be worked at straight-time if job is shut down during the normal work\veek due to
inclement weather, or reasons beyond the control of the employer.
b Rate applies to the first 4 overtime hours.
RECOGNIZED HOLIDA YS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall
be all holidays in the collective bargaining agreement, applicable to the particular craft, classification. or type of worker employed
on the project, which is on file with the Director ofIndustrial Relations. If the prevailing rate is not based on a collectiv"ely
bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government
Code. You may obtain the holiday provisions for the current determinations on the Internet at htto://www.dir.ca.12ov/OLSR/PWD.
Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-
4774.
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773. I and 1773.9, contractors shall
make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence
provisions for the current detenninations on the Internet at htto://www.dir.ca.12ovIDLSR/PWD. Travel and/or subsistence
requirements for each craft, classification or type of worker may be obtained from the Prevailing Wage Unit at (4 I 5) 703-4774.
3A
GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILD]NG, HIGHWAY, HEAVY CONSTRL'CTION A~D DREDGING PROJECTS
CRAFT: II CARPENTER AND RELATED TRADES
DETERMINATION SC.23.31-2-2006-2
ISSllE DATE: Augusl22, 2006
EXPIRATION DATE OF DETER!\1INATlON December 31, 2006" The rate 10 be paid for work performed afier this dale has been determined. If work will e)(tend past this date, the new rate
must be paid and should be incorporated in contracts into now. Contact the Division of Labor Statistics and Research at (415) 703-4774
LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bemardino, San Luis Obispo, Santa Barbara, and Ventura counties
EmDloverPavrnents Straillht-Time Overtime Hourlv Rate
Classification Basic Health Total Daily II SalUrday b Sunday
(Journeyperson) Hourly "d Vacation! Hourly "d
Rate Welfare Pension Holiday Training Other Hours Rat< 1I/2X 11/2X Holiday
. AREA I
Carpenter",Cabinetlnstaller, Insulation
Installer,HardwoodFloorWorker,
Acoustica] Installer $33.61 $3.95 $1.11 $3.1 If $0.40 $0.29 $42.47 $59.275 $59.275 $76.08
Pile Driverman', Derrick Bargeman,
Rockslinger, Bridge or Dock Carpenter,
Cable Splicer 33.74 3.95 1.11 311' 0.40 0.29 8 42.60 59.47 59.47 76.34
Bridge Carpenter' 33.74 3.95 Lll 3.11' 0.40 0.29 8 42.60 59.47 59.47 76.34
Shingler' 33.74 3.95 1.11 3.11' 0.40 0.29 8 42.60 59.47 59.47 76.34
Saw Fi]er 3].69 3.95' 1.11 3.11' 0.40 0.29 8 42.55 59395 59.395 76.24
Table Power Saw Operator 33.71 3.95 1.11 311f 0.40 0.29 8 42.57 59.425 59.425 76.28
Pneumatic Nailer or Power Stapler 3386 3.95 1.l1 3.111 0.40 0.29 8 42.72 59.65 59.65 76.58
Roof Loader ofS~ingles 23.62 3.95 1.11 31]' 0.40 0.29 8 32.48 44.29 4429 5610
Scaffold Builder 26.31 3.95 L11 3.11' 0.40 0.29 8 35.17 48.33 48.33 61.48
Millwright' 34.11 3.95 1.11 3.11[ 0.40 0.29 8 42.97 60.025 60.025 n08
Head Rockslinger 33.94 3.95 I.]] 3.]![ 0.40 0.29 8 42.80 59.77 59.77 76.74
Rock Bargeman or Scowman 33.74 3.95 ].11 3.]11 0.40 0.29 8 42.60 59.47 59.47 76.34
Diver, Wet (Up To 50 Ft Depth) d e75.48 3.95 LI] 311' 0.40 0.29 8 84.34 122.08 122.08 ]59.82
Diver, (Stand.By)d e37.74 3.95 LlI 3.11' 0.40 0.29 8 46.60 65.47 65.47 84.34
Diver's Tender d 36.74 3.95 LlI 3.11' 0.40 0.29 8 45.60 63.97 63.97 82.34
Assistant Tender (Diver'sj d 33.74 3.95 1.11 3.11' 0.40 0.29 8 42.60 59.47 59.47 76.34
a AREA2
Carpenter', Cabinet lnstaller.lnsu]ation
]nstaller, Hardwood Floor Worker,
Acoustical Installer 33.04 3.95 1.11 3.11' 0.40 029 8 41.90 58.42 58.42 74.94
Shingler 33.17 3.95 1.11 3.11' 0.40 0.29 8 42.03 58.615 58.615 75.20
Saw Filer 33.12 3.95 1.11 3.11' 0.40 0.29 8 41.98 58.54 58.54 75.10
Table Power Saw Operator 33.14 3.95 1.11 3.llr 0.40 0.29 8 42.00 58.57 58.57 75.14
Pneumatic Nailer or Power Stapler 33.29 3.95 III 3.]]1 0.40 0.29 8 42.15 58.795 58.795 75.44
Roof Loader of Shingles 2322 3.95 1.11 3.1]' 0.40 0.29 8 ]208 43.69 43.69 55.30
-
-
DETER:\-1INATION: 5C.31.741.1-2003-1
ISSUE DATE: February 22, 2003
EXPIRATION DATE OF DETERMINATION May 3],2003. Effective until superseded by a new determination issued by the Director of Industria] Relations Contact the Division of Labor
Statistics and Research (415) 703-4774 for the new rates after 10 days from the expiration date, ifno subsequent determination is issued.
LOCALITY: All localities within Imperial, Inyo, Kem, Los Angeles. Mono, Orange. Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura counties
EmnloverPavments Straight-Time Ovenime Hourlv Rate
Classification Basic Hea]th Pension Vacation! Training Hours TOlal Dai]y Saturday/b Holiday
(Journeyperson) Hourly "d Holiday Hourly Sunday
Rate Welfare Rate II/h 11/2)( 2X
Terra~olnstaller $30.84 2.45 l.01 2.88f 37.18 52.60 52.60 68.02
Terra~oFinisher 24.34 2.45 1.01 2.88f 30.68 42.85 42.85 55.02
#]ndicatesanapprenticeablecraft RatesforapprenticesareavailableintheGenera]PrenilingWageApprentice Schedules
AREA I . Imperia], Los Ange]es, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara and Ventura counties
AREA 2 . Inyo, Kern, and Mono counties, For Bridge Carpenter, Scaffold Builder, Pile Driverman, Derrick Bargeman, Rockslinger, Bridge or Dock Carpenter, Cable Splicer, Millwright, Head
Rockslinger, Rock Bargeman or Scowman, Diver, Wet (Up to 50 Ft. Depth), Diver (Stand-By), Diver's Tender, and Assistant Tender (Diver's) rates, please see Area I as this rate applies to
Area 2 as well. Basic Hourly Rates for Area 2 include an additional amount deducted for vacationlboliday
First eight (8) hours worked paid at ] 112 times the straight time rate, all hours after that paid al double (2x) the straight time rate. Saturdays in the same work week may be worked at straight-
time rates ifaJob is shut down during the normal work week due to inclement weather, major mechanical breakdown or lack ofmateria]s beyond the control of the Emp]oyer '
When performing welding work requiring cenification. classification will receive an additional $1.00 per hour.
d Shall receive a minimum of8 hours pay for any day or part thereof.
For specific rates over 50 ft depth, contact the Division of Labor Statistics and Research. Rates for Technicians, Manifold Operators, Pressuri7.ed Submersible Operators, Remote Control
Vehicle Operators, and Remote OpeTllted Vehicle Operators. as well as rates for Pressurized Bell Diving and Saturation Diving are available upon request.
f Inc]udes an amount for supplemental dues.
g All overtime worked Mon - Fri shall be paid at I 112 times the straight time rate for the first four (4) hours and double (lx)the maight time for work performed after twelve(]2) hours.
RECOGNIZED HOllDA YS: Holidays upon which the general pre\'ailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable
to the panicu]ar craft, classification, or type of worker employed on the project, which is on file with the Director of Industria] Relations. If the prevailing rate is not based on a collectively
bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current
determinati.ons on the Internet at http://www.dir.ca.gov/DLSRJPWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415)
703-4774.
TRA VEL AND/OR SUBSISTE:'IICE PA YME:'IIT: In accordance with Labor Code Sections 1773. I and 1773.9, contractors shall make travel andlor subsistence payments to each worker to
execute the work. You may obtain the travel andlor subsistence provisions for the CUlTent determinations on the Internet at hno/iwwwdircal!()\.J)LSR/PWD Trave] andlor subsistence
requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
4
GENERAL PREY AILING W AGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEA YY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: MODULAR FURNITURE INSTALLER (CARPENTER)
INTERIM DETER!\HNATION: 5C-23-31-16-2005-1
ISSllE DATE: August 22, 2005
EXPIRATION DATE OF DETERl\lINA TION: June 30, 2006- Effective until superseded by a new detennination issued by the Director of Industrial Relations Contact the
Division of Labor Statistics and Research a\ (415) 703-4774 for new rales after 10 days from the expiration date, if no subsequent determination is issued
a) Includes an amount for Supplemental Dues
b) A tramee upgrade \vil1 occur every 6 months from hislher start date, provided the trainee has completed 600 hours ofwark since the last upgrade
c) Rate applies to the first 4 daily overtime hours and the tlrst 12 hours on a sixth (6\11) consecutive day. All other daily ovenime is paid at the 7th Workday/Holiday rate
RECOGNIZED HOLIDA YS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective
bargaining agreement, applicable to the panicular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations
If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the
Government Code Vou may obtain the holiday provisions for the current detenninations on the Internet at !ll.!Q3D~\\dlrcil[!(l.l.J2LS_RI'Wn. Holiday provisions for
current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
TRA VEL A:"lDfOR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and ]773.9, contractors shall make travel andlor subsistence payments to
each worker to execute the work You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at httD'\\ww.uirca.l!ov/DLSR.PWD
Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774
4A
GENERAL PREVAILING W AGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHW A V, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: #DRYW ALL INSTALLER/LATHER (CARPENTER)
OETERMINA TION: SC.31-X-41-2006-1
ISSUE DATE: August 22, 2006
EXPIRA nON DATE OF DETERl\lINA TION: December 31, 2006" The rate to be paid for work performed after this dale has been determined. If
work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Division of Labor
Statistics and Research for specific rates at (415) 703-4774.
~
LOCALITY: All localities within Imperial. loya, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara and
Ventura counties.
Emolover Payments Slraie:ht-Time Overtime Hourlv Rates
Classification Basic Health Pension Vacation! Training Other Hours Total Daily Saturday Sunday
(Joumeyperson) Hourly and Holiday" Hourly and
Rate Welfare Rate 11/2Xb 11/2X' Holiday
2X
Drywall Installer/
Lather $3361 3.95 $1.11 $311 $0.40 $0.52 8 $42.70 $59505 $59.505 $76.31
~""
DET[R~IINA T10~: SC-31-X-41-2006-IA
ISSL'[ DATE: August 22, 2006
EXPIRA TION DATE OF DETERMINA TION: June 30, 2007* Effective until superseded by a new determination issued by the Director of Industrial
Relations_ Contact the Division of Labor Statistics and Research (415) 703-4774 for the new rates after 10 days from the expiration date, ifno subsequent
determination is issued.
--
Stocke~, Scrapper
$10.00
$395
$211
$0.40
8
$16.46
$21.46
$21.46 $26.46
# Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedule.
a Includes an amount per hour worked for supplemental dues.
b Rate applies to the first 4 daily overtime hours and to the first 8 hours on Saturday. All other overtime will be paid the Sunday and Holiday double time
rate. Saturdays in the same workweek may be worked at straight-time if job is shut down during the normal work week due to inclement weather.
RECOGNIZED HOLlDA YS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the
collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director
of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing. rate shall be paid shall be
as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at
hUD:I/www.Jir.ca_l!ov/DLSR/P\VD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at
(415) 703-4774.
~.
TRA VEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or
subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the
Internet at htto:l/"\l".dir.ca.2ov/DLSR/PWD. Travel and/or subsistence requirements for current or superseded detenninations may be obtained by
contacting the Prevailing Wage Unit at (415) 703-4774.
5
GENERAL PREY AILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER!, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEA YY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: # ELEY A TOR CONSTRUCTOR
DETER\1INA nON: SC-62-X-999-2006-1
ISSUE DATE: February 22, 2006
EXPIR-\ nON DATE OF DETERMINA no:\': December 31, 2006** The rate to be paid for work performed after this date has been determined.
rfwork will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Division of Labor
Statistics and Research for specific rates at (415) 703-4774.
LOCALITY: All localities within Imperial. Los Angeles, Orange, Riverside, San Diego, Santa Barbara and Ventura counties. aport ions ofKem, San
Bernardino and San Luis Obispo counties are detailed below.
Emolover Payments Strai!:!ht-time Overtime Hourlv Rate
Classification Basic Ilealth Pensione VacationJ Training Other Hours Total Dailyd Saturdal Sundayb
(Joumeyperson) Hourly and Holiday Payments Hourly and
Rate Welfare Rate Ilj2X Ilj2X Holiday
Mechanic $39.965 7.775 5.09 2.40 0.40 0.10 8 $55.73 $75.7\ $75.7\ $95.695
Mechanic (employed in
industry more than
5 years) $39.965 7.775 5.09 3.20 0.40 0.10 8 $56.53 $76.51 $76.51 $96.495
Helperc $27.98 7.775 5.09 1.68 0.40 0.10 8 $43.025 $57.015 $57.015 $71.005
Helper (employed in
industry more than
5 years)' $27.98 7.775 5.09 2.24 0.40 0.10 8 $43.585 $57.575 $57.575 $71.565
# Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedule.
a Applies to that portion of these counties south of the Tehachapi Line. For more information contact the Division of Labor Statistics and Research.
b For paid holidays recognized in the collective bargaining agreement, employees are paid for 8 hours at straight time in addition to the Holiday rate
for all hours \vorked.
C Ratio: The total number of Helpers employed shall not exceed the number of Mechanics on anyone job. For more information on the use of
Helpers, contact the Division of Labor Statistics and Research.
d For Contract Service work only. All other overtime is paid at the Sunday/Holiday rate.
e Includes an amount for Annuity Trust Fund.
RECOGN"IZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in
the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with
the Director of Industrial Relations. If the prevailing rate is not based un a collectively bargained rate, the holidays upon which the prevailing rate
shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on
the Internet at http://W\.iW.dir.ca.govIDLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the
Prevailing Wage Unit at (415) 703-4774.
TRA VEL ANDfOR SUBSISTEJl\CE PA \'1\1E~T: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or
subsistence payments to each worker to execute the work. You may obtain the travel and subsistence provisions for the current determinations on the
Internet at wW\\.dir.c<l.l!ov. Travel and/or subsistence requirements for the current or superseded determinations may be obtained by contacting the
Prevailing Wage Unit at (415) 703-4774.
6
GENERAL PREY AILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELA nONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: NOPERA TING ENGINEER
DETERI\IINATION; SC-23-63-2-2006-2
ISSUE DATE: August 22, 2006
EXPIRATION DATE OF DETERMINATION: June 30, 2007. Effective until superseded by new detennination issued by the Director of Industrial Relations.
Contact the Division of Labor Statistics and Research at (4]5) 703-4774 for new rates after]O days from the expiration date, if no subsequent detennination is
issued
LOCALITY; AlIloca]ities within Imperia], Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura
counties
Emnlo\,<'rP"'mcnls ~lr3;ghl_T;me O\'enim,'Holtrl\'R3Ie
CLASSIFICATION BlLSlcHourl; Hcalthand Pension Vacation! Tralntng Other Hours ToralHourl) Daily Saturday (d) Sunday/Holiday
(Journeyperson) ,.. Welfare Holiday (a) Payments ,.. (c)
j 112X 1I/2X 2X
Classification Groups (b)
Group I $31.65 7.80 '"' 280 0.65 011 547060 562885 S61KK5 518710
Group 1 32 ~3 '80 4,05 2,80 065 0.11 $4H40 $64055 $64055 $80270
Group 3 3~ 72 7.80 4.05 2.80 '" 0.11 $48130 $64490 $64490 5K0850
Group 4 3421 7.80 ,OS 2.80 0.65 011 S49620 $66725 566.725 $K3830
,Group 6 3443 '"" '"' '"0 0.65 011 $49.840 567.055 567.055 584270
Group ~ 34.54 HO 405 HO 065 011 $49,950 567.220 $67.220 $K4490
Group 10 3~ 66 7.80 'OS 2,80 065 0.11 $50070 $674(JO $67400 n030
Group 12 3U3 7,80 4.05 280 0.65 0.11 550.240 $67655 567655 $85070
Group 13 34.93 '"" 4.05 280 065 0.11 $50340 56H05 567.~05 n5270
Group 14 34.96 7.80 '"' '"0 065 0.11 550370 567.850 567.850 U5330
Group 15 3504 'SO '" 2.80 "" 011 550.450 $67970 $67.970 U5.490
Group 16 3516 7KO '" 2.80 OOS 011 $50.570 S68150 56KI50 $K5730
Group 17 3D3 7.80 4.05 2.80 065 0.11 $50740 $68405 $68405 $~6070
Group 18 3543 7.80 'OS 280 0.65 0.11 550840 $68555 $6U55 $86270
Groupl'l 35.54 '" 4.05 2,80 065 0.11 550.950 56U20 568720 $86490
Group 20 35.66 780 '" HO 0.65 C.1l $51070 568900 $68900 $86.730
Group 11 35.83 780 4.05 280 0.65 0.11 $51.240 $69,155 569155 $87070
Group 22 35.93 7.80 4.05 '"0 065 0.11 $51340 $69.305 $69305 $87270
GroupZl 36.04 7.80 4.05 '"0 065 011 551450 $69470 $69470 $87.490
Group 14 36.16 7.80 4.05 2.80 0.65 0.11 551570 569650 $69650 5~7.730
Group 25 3633 780 4.05 no 0.65 0.11 $51.740 $69905 $69905 588070
dlndic3lesanapprcnueeablecraft. RaIC' for'pp,emicc, are narlablc in u,c Gcneral PrC\'aihngWage Appre nliccSch\.-dule
'Includc,anamoumwithhcldforsupplcmcmaldues
"Forclassiflcalions"'lthincachgroup.seep.ges8and9
'Rale.pphcSIOU,el,rst4owrtlmehours AlIou,crdailyo\'emmeispaidalu,eSundayralc
'Ralc.pplicslotheflrsI12houls\\,orkcd. All othcr lime is pa'd al the Sund.\' rarc
NOTE For SpeCIal ShIft and Multi-Shift, see pages 9A and 98
RECOGNIZED HOLlDA YS: Holrdays upon which the general previilltng hourly wage rale for Hohday work shall be paId. shall be all holtdays In the Collecllve bargainIng
agreement, applIcable to the particular craft, classif,cation, or eype of worker employed on the project, which IS on file with the Director oflnduslrral Relations. If the prev3Jlmg
rale IS not based on a collectively bargained rate. the holidays upon which the prevailing rate shall be paid shall be as proVIded in SectIon 6700 of the Government Code YOll may
obtain the holiday provisions for the current determinations on the Internet at httD ,'wwwdircal:0\"DLSRPWD Holiday prOVIsions for current or superseded determinaltons may
be obtained by contacting the Prevailing Wage Unu at (415}703-4774
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 177l] and ]773,9, contractors shall make travel and/or subSIstence payments 10 each
worker to execute the work. Travel and/or subsislenCe requIrements for each craft. classification or type of worker may be obtained from the Prevailing Wage Unit at (415) 703-
4774. YOll may oblaln the Travel and/or subsistence provisions for the current determinations on the Internet at hlln:l."...ww il,!.,;; ~o\'l)LSR,!'WI) Travel and/or subsistence
proVIsIons for current or superseded delerminatlonsmay beobt ainedbyconractingthePrevailingWageUnitat(415)703_4774
.,.
D[T[RIVUNATlO!'O: SC-IJ.../i.J-2.1-.1
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'" """,," ,,,,"I,, "1''' _JJL]]m~ d'p'hof 1i' m",muml
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I'''''e' Swe<pe' 01"'''10'
f{,,,,.\\lledS.wll'rcn,nc-,
Rolkr(ip<,,'o""''''r.e1lng)
S",'<Ull[>o"""i"ph.Ii",w",ro'<)
r,<n,h,"~M.eh",,,ll[>o"'0,(upl,,6fll
V""illIl"rMuck'lfU<.
GIlOUP ~ 110' rnulll-,h,ft file, iCe p'~< ~I))
FqUJpmen' (;,e."",(C.,c"eTm,l.JMull,-.'ih,h)
GROl'P6
Art"ul'Ltn~MaLe".IH.uk,
A,ph.]r PI.n, En~'ncc'
Il"ehPI.nLOr<"t",
RotSh.rpcn<'
C"""c'eJc'mLMa,hLno(~",ra""("",,land,,rn,I""'p<1
Crm"c"PI.n<f()I"'''''''
l),nJ) I)'l'-l'er
D<:e~ Fnj!lOc Ilj"'''''''
Do:m,lmm(,nl["ddl\'pcl
Dnll'nj! Maeh",< Ol""to', Uue.e'~' ALfll<r l)'I'" (C.h""ld H_' huc~el 0'
,u",l" II r<'. Wa"on I(~~; .u~e' ('r "m.la, 'ypc'. Te,""", _IJO, ,100 0'
(,L" ""~C, '" "m,lar "'I"" - Jr,IILn~ d<plh of 4)' m"""um)
Drtllm~ M.eh,o< (l[>o""N Imcludlng ",,'e, ",dl,)
IhJr"~"ph" SccJcf ~beh,n<(Jpcf"'" I""'''. pulp","'ed)
J.e.'"nlnc. M>m"''''f.<>f "m,I&r'YI'"
1:.,1."",,,,,, Swtlch T'rnl"". 0' "m,).o, 'ypc
M..ehmeTooIOper'II.r
M'~lJ'nr.ln!Cmol Full Slah V,I\r.lm
M"eMmcalll<rrn.Curb",Guner(cu",n:te",..pholl)
MccMn,cal I'm""'" Openl'" loonefm. CI",'-J"hm<'n.l>,d",,1I ~r "mLi"1
M,CfO T <11\",1 S",'"m Op<J&I'" (hcl~" ~wundl
P,"<rn<nlllrc,.e, (~"'''W,
Rr>ou(lIIM"'IIl!M"hmeOp,,"""
RolI,",Ope,",~r(..ph.II~,rm"h)
Ruhhcf-Tlf<U F.anhm<""n~ E~u'rm<nl l"ntllc en~'nc, up w.oJ ,,,,luJIn~ 2S "d, '!rU'.)
S.lf.Pr~pelled To, P\r<hnm~ M.ehme Ope"""
Sl'plr>oder OpelI'O' (c,.,,'I<, ,nd "'1\<<1 'YI",O\-er J/4}'<ll .nu uptc' .nd mcluJm~ I 1/2 I'd.)
SI,pf"nnrumpOr<fO(()JiJ>""'o'J!l,.oh\'Jrauli<hf"n~d<"'eef~'''\Oe'''<f''m"J
Tra<1or 01"""". BuIlJolc', T.mp"r.Sc"p"'("n~l.e".""".upl" IL"JIlP n,'"""i.nJ
"mJl"n'I"'"uru'andL",ludm~f).S'nu,m"I""'I""1
T~",H~"IOpe"Wr(ldrum)
~)h" Hi~ ~..ure W"<Jjc( Cutun~ T,,,,I S",u;m OI"'r&(Of
Vacuum BI..lin~ M.ochme Ope"l'"
VolumelncMi,e,Operol<'r
Welder-G.ne,,1
GIlOUP7IJormwll!-.hlnr.I.....P.R.9B)
Wel,je,_Uene"I(Mulll_ShLtl)
GROUPS
A'ph.l' 0' Con'''''< Sp,c,d,,,., 0pc:,,1'" ("mp'n~ or i'ln"hm~)
Nph.11 Pann~ M.ehmo Ope"'''' ,harhc:' [lfcen..., "mLl" 1\'1'''''
Nphah.RuhhcfD"",hu""O[l<"""
U.dJ"",Op'''h\J lupt".ndlncluJm~ JI~,'ili) ,m.ll h'lJ.e.... "'>lm,l..
C"llnPI.cel'ir<L"'Lnj!Mach,n<(Jpcrat<>r
Comhln'"On M"".nu C"m["<'_"" ()I"'''h'f l.\lunH< 1'",.1
C"ITl.I"<1(\'Or<mor.SdrPr~r<lIcJ
C"ncro,,,M"Cf(l[>or""'-P"''''~
Cfu-,hLn~ PI.nl ()I""'<>'
[lnlll>''''''''
Dr,II'n~ M.chine llpo"'''', flue.<' (., ^u~c, lypc_; (C.II'dJ 1;1' hud" c" "nul"" r<' - 11''''"'0
I'IK'. "'~~', HW 'u~" '" ,uml" "1'''' - r ""nul JIK', Xl" '''~c, ,,' _<<lOll" "r<' - J"I;,"~
Jcplh ~fbl>' m&\imW~1
EIc\."n~ Grode, (l[>o"""
(,,,ueChede,
G"J.IIDp''''''''
G,,,ulln~Machln,l)r<""'f
lle.\'\'!A",'Repalrm",1'umpln>l.1lle,
11..\'\'Equ,pmenIR"hoU<,Upcmor
K.I.mo"", R.IIt'" Rc~ul'W'~f"m,l" l\'r<
;;"Im,n RelL L,,,J,,, ,nu >lmLi" "I'"
L.T"llfn<.u)llobC,'ml"'eto' "f "nlll"'Yr<
L".dc,Op<",,,,,(Allley.Euc!ld,S,elu.nu"mll,,,,,I"')
M..,,,, En""onmenl.1 M'lnL<n..nc< Mee..""
MOhaf. Ch'pr<' "f "m,IL" 'ype'
On,cPadd<,,,,,,n,,I,,'Ypc'
PC 490 SlolS.W
P""um"" C,'ncrele PI.o,,,~ Mach,ne (~"'f"N (Iloc~l" -PfC"",1l (If "m,l" 1\ 1")
l'umr<,e'<GWlUpcnl.or
Ro.:l Dr,11 ",S\mLh.,hpc<
Rota!) Dnll OP""W (n,luJm~ c,,"'n ~'I"')
Rubber.Tired Earth Movln~ Equlpmenl Operalor (single e~g;ne. calerpilla', euclid, alhay wagon, and
s,mila'lypeSwill1anyandallanaChmenlsove,25yds,anduploandincluding50cu_yd".lruck)
Rubbe'. Tifed Earth Movin~ Equ'pment Ope,atof (multiple engine . up to and including
2Syds,slruck)
RUbbe,-Ti,ed Scraper OparatOf (sell-loadin~ p~ddle wheellype John Dee,e, 1040 and
similar single unit)
$elf.P,opelledCurb and Guttel Machine Ope,elo,
Shullle Bu~lIY
Skiploade,Operllor(c'awierandwheellypeover1112yds uploandincluding
6112yds,)
Soil ReITl.edialion Planl Operalor (CMI, Enwole<h or Simil~')
Surface Healen< and Planer Operalor
Tractor Compressor Drill Combinalioo Operalor
TractofOperatOf(lnytypelargelthanD.S.l00ftyweeIH,P,andover,Ofs,milar-bulldoze'.
lamper,scraper.ndpushll'actor,sln~leengine)
T'actor Ope'alOf (boom attachments)
Tr~velin~ P;pe Wrapp,ng, Cleaning and Bending Machil\'e Ope'alo'
Trel\'chingM.chineOpe,alor(over6ft_deplhclpacit'I,manulac\u'e,'.ratin~)
T'enching Machine Wllh Road Miner Attachment (ove, 611. daplh capacity,
mlnulecturer'srabng.OilerorJourne~manT'ainee'equired)
UttraHighPressu,eWalarjelCuttJngTooISy.lemMe<Mnic
Wel., Pull (compaction)
DETERMINATION: SC-1l.(iJ.-1_2tHl6-l
GROUP 9 (In, mulu_,h,fl ""'. ><< p'~c 9HI
Ik"''iDut}R''I''lrm.n(MuIU.ShJ(\)
GROlJPIU
[)1"I1J1O~ M.ehlO' OperolOr. B""k'l Of Ao~cl t).I'<" (C.I",dd 200 II buckel or ",nil" 1)'1'<" _ WOI>on 3000
or SOOO ou~.r 01 "mIl" 1)'1"" - To,omo 9{)0 a",," III ..mllar 1;'1'<" _ dnlJjo~ dOplh 01 105' mI"mum)
DwlDrum M""
!lld"m" Comr-etor LDC.lIO '" "mIl" tyl'<'
lie..,. 1)ul:, R.palrm.n_W<ldcl combm",nn
Mnn"'OIII.,""'m""\'<(>p<fltlll(dl.",I.~",,,dc.tnc)
M<>lorPo"ol-l1ladoUpcaU"(Slfl$lec"".",,)
Mu.llIpleEfl$In<TraclIllOp<TllOf(Cu<hdond"mil"[H""C"'Plqu.od9cOl,j
P""Wfla"cplpcf:!all'Ullm~T<X'lond"m,I"I;'I""
P"'-'l",..ed Wrappt"" MachIn. Operalm ll{>poelll"" rcqm,odl
f:!ubl>cf - I'It.d ElfIh MO"ln~ Equlpm<nl Opcllh>r l>ln~k en~me, ."., 5(, "d. >I"ICkl
f:!ubhef-TltcJl..rthM''''t""EGull''''''nl()pc'Ol'''lmull,plcc"~Ln<,CLlCIIJ"'',rp,llaraoJ',m,l" ","c,l
.I'd, .ndupln50nh "rod)
1"".fC"IICR'I'.,rm.n
rll",'rLn.<l<t(lp<''''''(cTlwkrond''ooel'''I''',,''el(.112yd,)
Wcld",_CcrtJl',.J
WnniliM""'(Jpcllln,(and>lmll&[l"'@m,lloqu'['ffi<nr)
GROUP II (f., m..lli-.hit! hle. _ pa~. 9B)
He." DUI\ k'f"'IIm.n _ WelJer C"mhmOlI"n [Mulu..'ihd\)
W'd<k,-C.rtlneJIMul,,_Sh,(i1
GROUPIl
AULnl;radcr(JpcllIN
AuWm'''c Sl1p Form Dpc""'r
[)nlhn~ M.chLnC (lp<,.tnr.lluc~"( 0' Au~o, "r<' IC.lucld, .u@cr2((Il"A",..m,I"'Yr<' ",.Ist>n.
.utlo, M~~I n, >lmllor LYI"" - hu~"". ,upo' dUll', .u~ct 21~1 ," "m,l.r "'I"" _ dfLll1n~ depLh
,,1'175'm"'mum)
fj",R.m",,,m,I"",Lh,"mp",,,"
M", hO'I'II"'{lpofll",_le" (hall 75(>,u, ,Id,
M.d""tc.IFin,,hlll~Machm'(Jrc"I"f
M"h,I,F..rmT,,,"ckrt)pc"w,
M"I'" l'.trnIOI"''''''''lnlUll1-<'"Il~lIlCJ
l'ipoMnhl[eM"hrncOp'''''''f
Ruhbe,_T"cdE.nh Mo,'u'i' l'~mpmelll (Ipo,.t", (mul"pl""~Hl..eucbd.c"crpLilar.nU 'i,ntl"I\'po,
",c,j{)ou nh ,tnIC~)
Rubhe,.T"ed Sclr_L".dm~ SC"f"r()pc"I'" (['IIddlc.\\h.cI-"J~Cfl\'po ,clf_h",d,n~ (III" I2l
",m"fOUn"<I
GROUPIl
Ruhl>c,.T "od bnh MI"'Ifl<' E~uirmml (lpo"I"', (J1"'''lLn~ r:~u,pmenL w'lh th" Pu,h_Pull S"'l<m ("n~le
en~ln", up 'u ,"d HlcluJ",~ 2) Id.', 'lru'~)
GKOCPI4
C.",IL1IlCf()pt:"""
Ca",ITnmmor()pt-IItor
Rcmnt<C"ntr"lledbnhM0""<l{JpcTl""(SLOllperl"'uf.dd".~""I'''bo",r''')
Wh"lh''''',,'llpo,aro'(I'''o,75l>_uld.',pcrh''un
GROL'P I~
Ruhn..',-Ttr"d Lonh Mol'tn~ EGu,pm"nl ()PC""". llpo"""g I'quipmonl \\'lth thc Pu<<h.Pull S'."em (,,"~Io
OO~'"", .",ofJ'llIor, eud,d, .tho:r ""o~on, .nd "'0"1,, "1"" l\tth .n, and oil o".chmm" o'~r n I'd, ond up
Inoodmclud\",,5(Jcu\'d,..rud)
Ruhbe,.TlIed bnh Mo\',"~ f,(lu,pmcnL (~wn" Or<'''lLn~ Equlptncll[ "nh th< P",h_Pull SI'''.m
(mulupk en~,". . up W .od Inclu<l,"~ 25 ,Id, 'lruo~)
GROUP l~
Ruh",,-Tl1"J E.I1h MOI'Hl~ Equlpmcnl 01"'''''''' Opcf"'"~ I'qu'pmenl ,,'''h the 1'u,h.Pull S"."em I",,~I"
C"~L"",I""" j<."d., "!tICI;)
Ruh"".T"ed Eorth M"I'tIl~ Eqmpmcnr lJrc.."", ()f"'"""~ E~uip",""[ '''Lh Lhe I'u,h-I'ull SI'''"m
(mul"plec"l'u"',euchJ.calcfJ',llor.and.<ImLiar,nl'crhl'J> onJ uptn 5(. ,'d, 'lruo~)
MrSCfLL\i'I[OUSPRO\'ISIO:>iS:
GKOlJPI7
Ruhbo,_T"od F..nh MoI'ln~ Equlpm,,,,' OporolOr. Orc"tm~ Equtpmcnr "lIn rho l'''-'I1.Pull ","il.m (mw"pl,
."",ne"u<IlJ.cat''PllIII.and5Lm,IIfI\'pc, n\C' 50cu ,'J> "ruc~)
ralldomT,.elOrOpcralO'I"po"U,."ra"'lorll'pe1f000or;In Iandem -Qu.od.~.IIll"mll"I\I"')
GKOlJPl8
il.ubl>cf-T"od Earth MOI'm~ Equ,pmc:llt Ol"''''''r, (JI'<'TOlrn@mTandom(""pc",hell"Jumf"'.anJ..mll"'ll'<"
Ln am' ""mh,na["'n. c,cludl" CQmr><CI"'" umli - "n~1c en~i...up IO.nd mduJrn~ 25 y<k 'truck)
CROUP 19
R"[",C,,nCf...lkhOpofl(or
Ruh"'r.Tltcd Elrth Mill';,,!! Equlpmenl Opera I"'. Op<"Ltn~ LIl Tand,m (""rer.<. bell~' dWflp'. and "mllar '}'PC'
many comhlnauon. exdodtfl$""'"I"'<uonunl1>-""<lloc"",n<.<aLc'1',lIor.eu,ild,lthcl' '''~''",'nd..mllarWI'<''
II'irh .n~' and .1I0nachm"""o,,,, 25 yds .nd upt" and 'ncludin~ 50 ou .I'd., 'tn..:kJ
Rubber-Tued Earth Mo,'illjl Eqwpmonl Operaw. Opell""" m T.nd.m ('"''1'<''' 1>011)' dump>,.nd >lmll" ';'po.
man" "nmbinau"n. c,du<lif1jl c"ml"'ct"," unUs _ mul[jplo .n~'nel, up w.nd Lnclodm~ 25 ,'d.s 'lIuck)
GROL'P10
Rubbo,_T,rc.J Eorth MOI'i"<l EqulplTtCIl' l)peraw. Opc:raHn~ 10 TlndCm \,c'"I'<". ",II" Jump>. ",00
."rula, '}'PO' In .n;' comh,nlli,'n. c,dudl"" eompa<uon unl" _ .m~lo C"n~ill,. OI'Of 50 yd. Slrucl;)
Rubber-Tired EonhMQ"ilIjI Equipmr:nl Operatn', 01"'"""" in Tlndcm("TlI'<'" hcll~' JWflp>.aOO
"mil"I;'l'<'sinan,'comhin.lron.c'c1u<l'lIjIcomf"'c[Jnnun''-'_mulupro.nfInc.eud,d.
COlCrplllorand"milar,m'c"f25,'d> .nduploSOyJ> 'lru"l:)
GROUPll
Ruhhor.TltcdEonhM,"'ill@EqulpmelltOpe"t",.Op<""n~ LnT.nd"m(,cropc", bellj'dWflp"OIld
'un,lartl'r<.mony\'"mhin.Il<''',",cludlfl$COmp''''''nun'l<_mull,plc'"<lJIIC,cud,J
cale'1',Uor"w'imLlort,'po.\"'c15uou I'<h 'Iruck)
-
GROUP 21
Ruhhor.T"ed Earth M"l'In~ Eqmpment Ope'""", Dpor"m~ EquLpm\'TlI \l'tlh rh. hndem P,,-,h_Pull S""cm
l,in~l. CO@IOO,Upto .nd Includ'n~ 25 "d. 'lru'~)
GROUPlJ
Rubl>cf_T"od Earth Mo"m~ l.GUlpmclll Oreflll'f. Opc'OllO~ ~~u'p""'nt wtlh Ih" hod"m pu.sh.Pull S""cm
"IO~lc on~mc, ollcrpill". .uclld. aLho}' "'~on, ond ><n"lor 1\'1"" ,,]lh ,",' onJ .11 Illa<hmen" owr ~5 \'d, and u
to.nd '1IC1",.hn~ j{} elf .Id, '[Nck)
Ruobc:,_Ti,od Eonh M,w1ll~ Equ.pmcn' Dpc,..nr, Op","I"'~ Equ,pm,," ,,"h Ihe T .adem l'u.h_l'ull S"'tem
Imultrplc C"~,ru:. up to .oJ indudlll~ ~S I'd, 'truck!
GROUPU
Ruh"'f-TIf<dE.I1h MOI'Ul~ Fqu'r",.nL ()p""'''f,Op<''''n~ bl",pmr:nl ""hth, Tond"m P",I1-I'u1I S",,,,",
l",,~lc en~Ulo, o"c, SOyJ, Struc~)
Ruhb.l,.T"cd F.rth Mo"\"" Equ,pmen' Or,,,.t,,,. OI"',"lm~ Equ'pmcnr ""0 [hc -r,"dem Pu,h-!'ull Snrom
[mull'l'le ""~,ru:. cucl,d. c"erpillar .nd >lm]I&[, OI'C' 25 \'d, IIld up '" 5{1 "d., 'If",b
GROUP 15
l'nncr<loPumpOl'<ralor_Tru\,I;M"W\ted
Ruh",,-TlteJ F.nh M,,\'t"~ EGu'l'n,.nl Upc.."". Uf""I"'~ EqUlpmCIl[ w"h rh, Tondem 1'",h_l'ull SI"ICm
Imul"plc""~'IlC.eucbJ.c.,"'p,II",'nd'"",I'f"'0,5(1.u ,'J'''rod)
IIp<,atn,,nn hl,,,t;,,]Lh wec drum' ,hall "_",,'" fr('cocn '<nt;\I;~) 1'<' lU'ur.JJtli"n.1 ['II" [ntho<<~ul" raLc,'fpa", Th<: odJi\j"nalpay oh.llbe.ddo:Jlolhc rc~ulor ..tc.oJ "'<<'""lh< bo", raLc I"rlh< on"'<.,h.n
Allhca\)dul\"cl"',nn.n.ndhca,,'dUll'comh,nOllOn'o.Jlr<co,,'c"'c'fll\'_li\'cc"""(25')I'<',nolI,tool.llo",ancc,n.dd,hn"",Lho",c@trlarrat."fI"'Y'nUlh",hallbe<l'mo[hellbo>orale"fpa\
LII\I'I",'"", 'equ".d'" 'uLl ul"OO "n,1; ,", ha,",dou, matcn,1 co'unnmenl. ,hall ,"OC"O r"" J).'lIo" (S2 OU) p<' hour,n .dd"",n [0 ,"'" ,.~ullf t..e nl 1""', IIld 'ha' rote ,0.11 "',,'m, tho """ h"wl" "" of pOI"
.,
GENERAL PREV AlliNG WAGE DETERMINA liON MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 17131
FOR COf..tMERCIAL BU]lDlNG, HIGHWA Y, HEAVY CONSTRUCTION AND DREDGI:'JG PROJECTS
CRAIT: #OPERATlNG ENGINEER (Special Shift)
DETERI\II~ATlON: SC-23-63-2-2006-2
ISSUE DATE: August 22, 2006
EXPIRATION DAlE OF DETERl\lINA liON: June 30, 2007. Effective until superseded by new determination issued by the DireClOr of]ndustria] Relations
Contact the Division of Labor Statistics and Research at (415) 703-4774 for new rates after 10 days from the expiration date, ifno subsequent determination is
issued
LOCALITY: All localities within Imperial, lnyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura
counltes
EmolO'\wPavmcol; ~.s O\cn;mcHourl, Ralc
CLASSIFICATION BaslcHourh Hcalthand PCJ\5<on Vacauol\! Trammg Otl1er Hours TOlatHou,h Daily Saturday (d) Sunda,/Hohda,
(Journeyperson) Rale Welfare Hol,da, (a) PnmenlS Rale lei
1112X 11/2X 2X
Classification Groups (b)
Group I $3215 7.80 '" 180 0.65 0.11 547.560 $63635 563635 579.710
Group 2 3293 '" 4.05 280 '" 0" 548340 564&05 $64805 Ul270
Group 3 33.22 7.&0 4.05 280 '" 0.11 548630 565.240 565240 5&1&50
Group 4 3471 He HIS Hli 0.65 0.11 550.120 S,,7475 $67475 $84 ~30
Group 6 H.'I3 'SO 4.05 180 0" 011 550340 $67 ~05 5,,7 ~05 SK5270
Group ~ 3504 UO .", 2 ~O (),,5 "" 5S0450 567.'170 567'170 SK5.490
Group 10 3516 '" 405 2&1J 06' "" 550570 568150 51>&150 $85731J
Gtoup]2 3533 780 405 280 "" "" 550740 56~ 405 568405 $86070
Group 13 3543 7.80 '", lKO "" "" 550 ~40 56U55 S6~ 555 5S6270
Group 14 ,54;, ]Xo 405 2 ~o o"S "" 550K7() 56~ WI! 568600 5&633()
Group 15 35.54 HO 405 "" 0.65 '" 550Y50 568720 5b&720 5~6 4Y(J
Group ]6 3566 '"0 4.05 2&0 00' 011 551070 56~ ~(J() 56~ Y()O 5~6no
Group 17 3583 7&0 '", 2,&0 065 0.11 $51240 $69]55 569155 $87070
Group l~ 3593 He '", 180 0.65 0.11 551340 56Y.305 $6'1305 5n270
Gtoupl9 3604 '"" '", 180 005 "" 551.450 $69470 569470 S87490
Gruup20 3616 '"" '" 2.80 065 0.11 551.57() $69650 569650 5&7730
Group 21 3633 ?Xo 405 "" 065 011 551740 56YY05 $6Y'IOS 588070
Group 22 36.43 7.80 4.05 '" 065 0.11 551.840 570055 $70055 5&&270
Groupn 36.5~ HO 4.05 2~1l 0.65 "" $51.950 570.220 570220 U8490
Group 24 36.66 '"0 4115 2.80 0.65 0.11 552070 570400 570400 U~730
Group 25 36.83 '" .", "0 1l.65 0.11 552240 570655 S70655 58Y070
_1J\dlCalesanapprcJ\liceablccraft Ratcs for apprenuces arc a\ailable in th~ Gene,al Pr~' ~,Ilng Wage Appr~nlicc Schedule
'Include,.... amounlWlthhcld for ,uppkmenlal dues
'Fordassllkatoonsw;thineachgmup.5ccpagesKandY
'Ra'e apphe.'oth~ fifSI~O\wtlmehou" A]]othe,daikO\ert,m~" pa,d at thcSunday ratc
"Rate .pphcs,o th~ fjfSt 12 hOUfs".orlced. All other urne ,s paid at the Sundal. rale
RECOGNIZED HOllDA YS; Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective
bargaining agreement, applicable to the particular crali, classification, or type of worker employed on the project, which is on file with the Director of Industrial
Relations If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in
Section 6700 of the Government Code, You may obtain the holiday provisions for the current determinations on the Internet athttn::\\wwdircano\',DLSRiPWD,
Holiday provisions for current or superseded detenninations may be obtained by contacting the Prevailing Wage Unit at (415) 703.4774
IRA VEL AND/OR SUBSISTENCE PA YMENT; ]n accordance with labor Code Sections 1773,] and 1773.9, contractors shall make travel andior subsistence
payments to each worker to execute the work. Trave] and/or subsistence requirements for each craft, classification or type of worker may be obtained from the
Prevailing Wage Unit at (415) 703-4774. You may obtain the Travel and/or subsistence provisions forthe current detenninations on the Internet at
ht1n\\\\\\dir,ca,l!(h,'QLSRip\\'f) Travel and/or subsistence proVIsions for current or superseded detenninations may be obtained by contacting the Prevailing
Wage Unit at (415) 703-4774
9A-
GENERAL PRE\' AILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773, I
FOR COMMERCIAL BUILDING, HIGHWAY, HEA VY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: #OPERA riNG ENGINEER (Multi-Shift)
DETER~lINATlON: 5C-23-63-2-2006-2
ISSUE DA TE: August 22, 2006
EXPIRATION DATE OF DETERMINATION: June 30, 2007' Effective until superseded by new detennination issued by the Director of Industrial Relations.
Contact the Division of labor Statistics and Research at (415) 703-4774 for new rates after 10 days from the expiration date, ifno subsequent detennination is
issued.
LOCALITY: AlIlocalilies within Imperial. Inyo, Kern, Los Angeles. ~1ono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara. and Ventura
counlles
Emnlo\'er P~\'mcnls SluiRhl-Timc OHrtlme Hn\lrlv Rate
CLASSIFICATION Basic HourI> Heallhand Pension Vaoallonl Training Other Hours (c) TOlalHourh Daily Salurday(d) Sunday/Hohda)
(Journeyperson) Rale Wclfaro Holiday (a) P1\'mcnts Rale I<J
IIf2X Il/n 2X
Classification Groups (b)
Group 1 $3265 '"' 405 2,80 0,65 0,11 $48,06() $64385 $64.385 $80.710
Group 2 33.43 7,80 '" 280 06\ 0.11 $48.840 $65,555 165,555 182270
Group 3 3372 '"" 4,05 2" "6\ Oll $49.130 165,990 $65990 IM2S50
Group 4 3521 780 '" '"' 0,65 Oil 550620 $68225 568225 $8H30
GroupS 3531 7,80 '" HO 0,65 0,11 $50720 $68375 $68,375 186030
Group 6 3543 780 '" 2,80 065 0,11 $50840 $68.555 $68555 $86270
Group 7 3553 ,"0 '" 280 00' 0,11 150,940 $68705 568705 U6470
Group 8 ]5,54 Hll '" '"" 0,65 Oil 150950 168720 5(-08720 $86490
Gmup9 35M no ,os lW 00' 011 $51050 $68,870 $68870 $86690
Group 10 3566 781) 405 180 0,65 0,11 551070 568,900 $M900 $86730
Group II 3576 '"' 4,1)5 280 065 0]1 55 1.I 70 $69050 $1,9050 $869311
Group 12 3583 '"0 4.05 2<0 065 011 $5124[) 51,9.155 $6~ 155 $87070
Group 13 3593 HO 4.05 280 065 Oil S51.340 $69305 $69305 587.270
Group 14 35.96 '" 4.05 HO '"' 011 $51370 S69.350 $69350 U7330
Group 15 31,04 '"" '" 2<" 1l.65 0.1] 1Sl.450 $69,470 $69470 $87.490
Group 16 36.16 '" 405 '"' 0.65 011 $51570 169.650 S69.MO $87730
Group 17 36.33 '80 4.05 Hll 005 0.11 $51740 569 ~05 $69<)05 $8H070
Group 18 3643 7.HO. 405 180 065 0.11 S5U40 $70055 S70055 S88270
Group I~ 3654 7.80 4.05 280 005 Oil $51.950 S70220 S70220 S8~ 490
Group 20 30.66 78() 4.05 2<" '"' "I $52070 $7040-0 $70400 $~~. 730
Group 21 3683 no 405 280 0.65 "" 55U40 $70655 570.655 U9070
Group 22 3693 7MIJ 4.05 ~ SO "05 0.11 552.340 $70805 $711.805 $K9270
Group 23 3704 ,"0 '"' HO "05 "" 552.450 $70970 $70.970 $N490
GroupN ~7 16 780 4.05 280 '"' "" 552570 S71IS0 $71150 $89731J
Group 25 3733 7.80 4.0S 2<" '"' '" $52741J S7I405 S7141J5 $90070
.Indlcalesanapprcnliceablecrafl Rale' for apprentioes are an,lablc in the G.:neral f'rc\'alltngWagc App remiceSchcdulc
, Includes an amounl ,,'ithheld for supplemenlal due,
'For dassificalions withm each group. see pages 8 llIld9
'Ralc applies 10 thc firSI4 o\'ertime hours, All olherdailyo\'cnime IS paid al lhe Sunda\' rale
'Raleapphe'lOthefirsI12houn"orked, AlJothcrlimu is paid al the Sunday rale
<The Thlfd Shlfl iihallworl<6Shours, exclusi\'cofmeal penod. for WhlCh 8 hours 5lUlghl'Hm. shall bc pOld'lthe non-,hlft ,at.. Mond';' lhorogh Fn d.y
--
~"
RECOGNIZED HOLlDA YS: Holidays upon which the genera] prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective
bargaining agreement, applicable to the panicular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial
Relations If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in
Section 6700 of the Government Code. You may obtain the holiday provisions for the current detenninations on the Internet athlln:!/"~'I\'dir ~a.I!()v/DLSR/PWD.
TRAVELAND/OR SUBSISTENCE PAYMENT: In accordance with labor Code Sections 1773,] and 1773.9, contractors shall make travel and/or subsistence
payments to each worker to execute the work. Travel andlor subsistence requirements for each craft, classification or type of worker may be obtained from the
Prevailing Wage Unit at (415) 703-4774. You may obtain the Travel andlor subsistence provisions for the current detenninations on the Internet at
hl1ll,wwwdir,CJ l!uI"DLSRiP\'d1 Travel andlor subsistence provisions for current or superseded detenninations may be obtained by contacting the Prevailing
Wage Unit at (415) 703.4774
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9B.
GENERAL PREY AILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEA YY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: # DREDGER (OPERATING ENGINEER)
DETERMINATION: SC-63-12-23-2006-1
ISSUE DA TE: August 22, 2006
EXPIRA nON DATE OF DETERMINATION: August 1, 2007.. Effective until superseded by a new detennination issued by the Director of Industrial
Relations. Contact the Division of Labor Statistics and Research at (415) 703-4774 for new rates after 10 days from the expiration date, ifno subsequent
determination is issued.
LOCALITY: Allloca]jties within Imperial.lnyo. Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa
Barbara, and Ventura counties.
Emolover Payments StraiQht-Time Overtime Hourlv Rate
CLASSIFICA TlON Basic Health Pension Vacation! Training Other Hours Total Daily Saturday Sunday Holiday
(Joumeyperson) Hourly and Holiday Hourly
Rate Welfare Rale I 112X 11I2X 2X 3X
Chief Engineer, Deck Captain $36.65 7.80 4.05 a2.80 0.65 0.05 8 52.00 70.325 70.325 88.650 125.300
Leverman 39.65 7.80 4.05 a2.80 0.65 0.05 8 55.00 74.825 74.825 94.650 134.300
Watch Engineer, Welder. Deckmate 35.07 7.80 4.05 a2.80 0.65 0.05 8 50.42 67.955 67.955 85.490 120.560
Winchman
(Stern Winch on Dredge) 34.52 7.80 4.05 a2.80 0.65 0.05 8 49.87 67.130 67.130 84.390 118.910
fireman-Oiler, leveehand
Deckhand (can operate anchor
scow under direction of mate)
Bargeman 33.98 7.80 4.05 a2.80 0.65 0.05 8 49.33 66.320 66.320 83.310 117.290
Dozer Operator 35.18 7.80 4.05 a2.80 0.65 0.05 8 50.53 68.120 68.120 85.710 120.890
Hydrographic Surveyor 35.94 7.80 4.05 a2.80 0.65 0.05 8 51.29 69.260 69.260 87.230 123.170
Barge Mate 34.59 7.80 4.05 '2.80 0.65 0.05 8 49.94 67.235 67.235 84.530 119.120
# Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedule.
a includes an amount for supplemental dues.
RECOGNIZED HOLlDA VS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the
collective bargaining agreement, applicable to the particular craft. classification, or type of worker employed on the project, which is on file with the
Director of Industrial Relations. If the prevailing rate is not based on a colleclively bargained rate. the holidays upon which the prevailing rate shall be
paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at
hlln:l/ww\\ .dir.cu.govlJ)I.SRIPWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit
at (415) 703-4774.
TRA VEL AND/OR SUBSISTENCE PA Y!\1ENT: In accordance with labor Code Sections 1773.1 and 1773.9. contractors shall make travel and/or
subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the
Internet at hnn://www.dir.ca.Q.o\.IDLSR/PV./D. Travel and/or subsistence requirements for current or superseded determinations may be obtained by
contacting the Prevailing Wage Unit at (415) 703A774.
10
GENERAL PREY AILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTiCLE 2, SECTiONS ]770, 1773 AND 1773.]
FOR COMMERCIAL BUILDING, HIGHW A Y, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAfT: 'CRANES, PILE DRIVER AND HOISTING EQUIPMENT (OPERATING ENGINEER)
DETERMI!\'ATION: SC-23-63-2-2006-IB
ISSUE DATE: August 22, 2006
EXPIRATION DA TE OF DETERMINATION; June 30, 2007* Effective until superseded by new determination issued by the Director of Industrial
Relations. Contact the Division of Labor Statistics and Research at (415) 703-4774 for new rates after 10 days from the expiration date, ifno subsequent
determination is issued.
LOCALITY: All localities \vithin Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and
Ventura counties.
..-;
Emolover Pavments Strai2ht - Time Overtime Hourlv Rate
CLASSIFICATION Basic Health Pension Vacationl Training Other Hours Total Daill Saturdayd Sunday/
(Joumeyperson) Hourly and Holidaya Payments Hourly Holiday
Rate Welfare Rate 1I/2X 11/2X 2X
Classification Groupsb
Group 1 33,00 7,80 4,05 2,80 0.65 0,11 8 48.410 64,910 64.910 81.410
Group 2 33.78 7.80 4,05 2,80 0.65 0,1 I 8 49,190 66,080 66.080 82.970
Group 3 34,07 7,80 4,05 2.80 0,65 0,1 I 8 49,480 66.515 66,515 83,550
Group 4 34,21 7.80 4,05 2.80 0,65 0.1 I 8 49,620 66,725 66,725 83,830
Group 5 34.43 7.80 4.05 2,80 0,65 0,11 8 49,840 67,055 67,055 84.270
Group 6 34.54 7.80 4,05 2,80 0,65 0,1 I 8 49,950 67,220 67,220 84.490
Group 7 34.66 7,80 4,05 2.80 0.65 0,11 8 50,070 67,400 67.400 84,730
Group 8 34.83 7,80 4,05 2,80 0.65 0,1 I 8 50,240 67,655 67.655 85,070
Group 9 35.00 7,80 4,05 2,80 0.65 0,1 I 8 50,410 67.910 67,910 85.410
Group 10 36,00 7,80 4.05 2,80 0.65 0, I I 8 51.410 69.410 69.410 87.410
Group II 37,00 7,80 4,05 2,80 0.65 0.11 8 52.410 70,910 70.910 89,410
Group 12 38.00 7,80 4.05 2,80 0,65 0,11 8 53.410 72.410 72.410 91.410
Group 13 39.00 7,80 4.05 2.80 0,65 0,11 8 54.410 73,910 73.910 93.410
# Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedule.
a Includes an amount withheld for supplemental dues.
b For classifications within each group, see page lOB.
e Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate.
d Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate.
:\'OTE: For Special Shift and Multi-Shift, see pages lOA-l and IOA-2.
-
<1'-'~<
.h
"".
...~
RECOGNIZED HOLlDA YS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the
collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the
Director ofIndustrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid
shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at
huo://w\\'w.dir.ca.eov/DLSIUPWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at
(415) 703-4774,
..
TRA VEL AND/OR SUBSISTENCE PA YMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or
subsistence payments to each worker to execute the work. Travel and/or subsistence requirements for each craft, classification or type ofworker may be
obtained from the Prevailing Wage Unit at (415) 7034774. Vou may obtain the Travel and/or subsistence provisions for the current determinations on the
Internet at hlto://www.dir.ca.l!ov/Dl.SR/PWD. Travel and/or subsistence provisions for current or superseded determinations may be obtained by contacting
the Prevailing Wage Unit at (415) 703-4774.
-
-IOA-
DETER'IINA nON: 5C -23-63-2-2006-1 B; 5C-23-63-2-2006-1 B I; 5C-23-63-2-2006-1 B2
GROUP 1
Engineer Oiler
GROUP2
Truck Crane Oiler
GROUP3
A.Framc or Winch Truck Operator
Ross Carrier Operator (Jobsite)
GROUP 4
Bridge-Type Unloader and Turntable Operator
Helicopter Hoist Operator
GROllP 5
lIydraulic Boom Truck
Stinger Crane (Austin-Western or similar type)
Tugger Hoist Operator (I drum)
GROUP 6
Bridge Crane Operator
Cretor Crane Operator
Hoist Operator (Chicago Boom and similar type)
Lift Mobile Operator
Lift Slab Machine Operator (Vagtborg and similar types)
Material Hoist and/or Manlift Operator
Polar Gantry Crane Operator
Self Climbing Scaffold (or similar type)
ShoveL Backhoe, Dragline, Clamshell Operator (over 3/4 yd and up to 5
cu yds, MKC.)
Tugger Hoist Operator (2 drum)
GR01JP 7
Pedestal Crane Operator
Shovel, Backhoe, Dragline, Clamshell Operator (over 5 cu yds, M.R.C.)
Tower Crane Repairman
Tugger Hoist Operator (3 drum)
GROCP8
Crane Operator (up to and including 25 ton capacity)
Crawler Transporter Operator
Derrick Barge Operator (up to and including 25 ton capacity)
Hoist Operator, StifTLegs, Guy Derrick or similar type (up to and
including 25 ton capacity)
Shovel, Backhoe, Dragline, Clamshell Operator (over 7 cu yds M.R.C.)
GROl'P 9
Crane Operator (over 25 tons, up to and including 50 ton M.R.C.)
Derrick Barge Operator (over 25 tons, up to and including 50 ton M.R.C.)
Highline Cableway Operator
Hoist Operator, Stiff Legs, Guy Derrick or similar type (over 25 tons, up
to and including 50 ton M.R.C.)
K-Crane
Polar Crane Operator
Self Erecting Tower Crane Operator Maximum Lifting Capacity ten (10)
tons.
GROUP 10
Crane Operator (over 50 tons, up to and including lOa ton M.R.C.)
Derrick Barge Operator (over 50 tons, up to and including 100 ton
MKC,)
Hoist Operator, Stiff Legs, Guy Derrick or similar type (over 50 tons, up
to and including lOa ton M.R.C.)
Mobile Tower Crane Operator (over 50 tons, up to and including 100 ton
M,R,C,)
GROUP 11
Crane Operator (over 100 tons, up to and including 200 ton M.R.C.)
Derrick Barge Operator (over 100 tons, up to and including 200 Ions
M,R,C,)
Hoist Operator, StifTLegs, Guy Derrick or similar type (over 100 tons, up
to and including 200 ton M.R.C.)
Mobile Tower Crane Operator (over 100 tons, up to and including 200 ton
M,R,C,)
Tower Crane Operator and Tower Gantry
GROUP 12
Crane Operator (over 200 tons, up to and including 300 tons M.R.C.)
Derrick Barge Operator (over 200 Ions, up to and including 300 tons
MKC,)
Hoist Operator, StifTLegs, Guy Derrick or similar type (over 200 tons, up
to and including 300 ton M.R.C.)
Mobile Tower Crane Operator (over 200 tons, up to and including 300 ton
M.R,C,)
GROUP 13
Crane Operator (over 300 tons)
Derrick Barge Operator (over 300 tons)
Helicopter Pilol
Hoist Operator, Stiff Legs, Guy Derrick or similar type (over 300 tons)
Mobile Tower Crane Operator (over 300 tons)
MISCELLANEOUS PROVISIONS:
I. Operators on hoists with three drums shall receive fifteen cents (15~)
per hour additional pay to the regular rate of pay. The additional pay
shall be added to the regular rate and become the base rate for the entire
shift.
2. All heavy duty repairman and heavy duty combination shall receive
twenty-five cents (25~) per hour tool allowance in addition to their
regular rate of pay and this shall become their base rate of pay.
3. Employees required to suit up and work in a hazardous material
environment, shall receive Two Dollars ($2.00) per hour in addition
to their regular rate of pay, arid that rate shall become the basic hourly
rate of pay.
lOB
GENERAL PREVAILING W AGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS ]770, ]773 AND ]773.1
FOR COMMERCIAL BUilDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: 'CRANES, PILE DRIVER AND 1I00STlNG EQUIPMENT (OPERATING ENGINEER, MULTI SIIIFT)
DETERMINATION: 5C-23-63-2-2006-1 B I
ISSUE DA TE: August 22, 2006
EXPIRATION DATE OF DETERl\lINA TION: June 30, 2007. Effective until superseded by new determination issued by the Director of Industrial
Relations. Contact the Division of Labor Statistics and Research at (415) 703-4774 for new rates after 10 days from the expiration date, ifno subsequent
determination is issued.
LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and
Ventura counties.
-
Emolover Payments Straieht - Time Oyertime Hourlv Rate
CLAS51FICA TlON Basic Health Pension Vacation! Training Other Hourse Total DailyC Saturdayd Sunday/
(Joumeyperson) Hourly and Holidaya Payments Hourly Holiday
Rate Welfare Rate 11/2X 11/2X 2X
Classification Groupsb
Group 1 $34.00 7.80 4.05 2.80 0.65 0.11 8 49.410 66.410 66.410 83.410
Group 2 34.78 7.80 4.05 2.80 0.65 0.11 8 50.190 67.580 67.580 84.970
Group 3 35.07 7.80 4.05 2.80 0.65 0.11 8 50.480 68.015 68.015 85.550
Group 4 35.21 7.80 4.05 2.80 0.65 0.11 8 50.620 68.225 68.225 85.830
Group 5 35.43 7.80 4.05 2.80 0.65 0.11 8 50.840 68.555 68.555 86.270
Group 6 35.54 7.80 4.05 2.80 0.65 0.11 8 50.950 68.720 68.720 86.490
Group 7 35.66 7.80 4.05 2.80 0.65 0.11 8 51.070 68.900 68.900 86.730
Group 8 35.83 7.80 4.05 2.80 0.65 0.11 8 51.240 69.155 69.155 87.070
Group 9 36.00 7.80 4.05 2.80 0.65 0.11 8 51.410 69.410 69.410 87.410
Group 10 37.00 7.80 4.05 2.80 0.65 0.11 8 52.410 70.910 70.910 89.410
Group 11 38.00 7.80 4.05 2.80 0.65 0.11 8 53.410 72.410 72.410 91.410
Group 12 39.00 7.80 4.05 2.80 0.65 0.11 8 54.410 73.910 73.910 93.410
Group 13 40.00 7.80 4.05 2.80 0.65 0.11 8 55.410 75.410 75.410 95.410
-
M'
,.,...
# Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedule.
a Includes an amount withheld for supplemental dues.
b For classifications within each group, see page lOB.
C Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate.
d Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate.
e The Third Shift shall work 6.5 hours, exclusive of meal period, for which 8 hours straight-time shall be paid at the non-shift rate, Monday through Friday.
RECOGNIZED HOLlDA YS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the
collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director
of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as
provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at
hltt):/iwwv.-'.dir.ca.l!ov/OLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at
(415) 703-4774.
.
TRA VEL AND/OR SUBSISTENCE P A \'1\1ENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or
subsistence payments to each worker to execute the work. Travel and/or subsistence requirements for each craft, classification or type of worker may be
obtained from the Prevailing Wage Unit at (415) 703-4774. You may obtain the Travel and/or subsistence provisions for the current determinations on the
Internet at htto://www.Jir.ca.l!ov/DLSR/PW.D. Travel and/or subsistence provisions for current or superseded determinations may be obtained by contacting
the Prevailing Wage Unit at (415) 703-4774.
-IOA.I-
GENERAL PREY AILING W AGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER \, ARTICLE 2, SECTIONS 1770, 1773 AND 1773_1
FOR COMMERCIAL BUILDING, HIGHWAY, HEA YY CONSTRUCTION AND DREDGING PROJECTS
CRAFT, 'CRANES, PILE DRIVER AND HOISTING EQUIPMENT (OPERATING ENGINEER, SPECIAL SHIFT)
DETERMINA nON: SC-23-63-2-2006-182
ISSUE DA TE, August 22, 2006
EXPIRATION DATE OF DETERMINATION: June 3D, 2007* Effective until superseded by new determination issued by the Director oflndustrial
Relations. Contact the Division of Labor Statistics and Research at (415) 703-4774 for new rates after 10 days from the expiration date, ifno subsequent
determination is issued.
LOCALITY: All localities within Imperial. Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and
Ventura counties.
EmDlover Pavments Straie.ht - Time Overtime Hourlv Rate
CLASSIFICATION Basic Health Pension Vacation/ Training Other Hours Total Daily' Saturdayd Sunday!
(Journey person) Hourly and Holidal Payments Hourly Holiday
Rate Welfare Rate 1 II2X 11I2X 2X
Classification Groupsb
Group I 33.50 7.80 4.05 2.80 0.65 0.11 8 48.910 65.660 65.660 82.410
Group 2 34.28 7.80 4.05 2.80 0.65 0.11 8 49.690 66.830 66.830 83.970
Group 3 34.57 7.80 4.05 2.80 0.65 0.11 8 49.980 67.265 67.265 84.550
Group 4 34.71 7.80 4.05 2.80 0.65 0.11 8 50.120 67.475 67.475 84.830
Group 5 34.93 7.80 4.05 2.80 0.65 0.11 8 50.340 67.805 67.805 85.270
Group 6 35.04 7.80 4.05 2.80 0.65 0.11 8 50.450 67.970 67.970 85.490
Group 7 35.16 7.80 4.05 2.80 0.65 0.11 8 50.570 68.150 68.150 85.730
Group 8 35.33 7.80 4.05 2.80 0.65 0.11 8 50.740 68.405 68.405 86.070
Group 9 35.50 7.80 4.05 2.80 0.65 0.11 8 50.910 68.660 68.660 86.410
Group 10 36.50 7.80 4.05 2.80 0.65 0.11 8 51.910 70.160 70.160 88.410
Group II 37.50 7.80 4.05 2.80 0.65 0.11 8 52.910 71.660 71.660 90.410
Group 12 38.50 7.80 4.05 2.80 0.65 0.11 8 53.910 73.160 73.160 92.410
Group 13 39.50 7.80 4.05 2.80 0.65 0.11 8 54.910 74.660 74.660 94.410
# Indicates an apprenticeable craft. Rates for apprentices are avail<)ble in the Ge.neral Prevailing Wage Apprentice Schedule.
~ Includes an amount withheld for supplemental dues.
b For cJassifications within each group, see page lOB.
, Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate.
d Rate applies to the first 12 hours worked. All other time is paid at the-Sunday rate.
RECOGNIZED HOLlDA YS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the
collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director
orIndustrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as
provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinalions on the Internet at
hltn:!lw\\'w.Jir.cu.gov/l)LSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at
(415)703-4774.
TRAVEL AND!OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or
subsistence payments to each worker to execute the work. Travel and/or subsistence requirements for each craft, classification or type of worker may be
obtained from the Prevailing Wage Unit at (415) 703-4774. You may obtain the Travel and/or subsistence provisions for the current determinations on the
Internet at htto;!!w\\\-v.dir.cu.(!o\/DLSRIPWD. Travel and/or subsistence provisions lor current or superseded determinations may be obtained by contacting
the Prevailing Wage Unit at (415) 703-4774.
-10A-2-
GENERAL PREV AILING W AGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: # LANDSCAPE OPERATING ENGINEER
~,
DETERMINATION: SC-63-I2-33-2006-1
ISSUE DA TE: February 22, 2006
EXPIRA nON DATE OF DETERl\HNA TION: September 30, 2006" The rate to be paid for work performed after this dale has been
determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the
Division of Labor Statistics and Research for specific rates at (415) 703-4774.
f!Oc
LOCALITY: All localities within Imperial, 10)'0, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego. San Luis Obispo,
Santa Barbara, and Ventura Counties.
Emnlover Payments Strai!!ht-Time Overtime Hourlv Rate -
CLASSIFICATION Basic Health Pension Vacation Training Other Hours Total Daily Sunday Holiday
(JOURNEYPERSON) Hourly and and Hourly -',
Rate Welfare Holiday Rate 11/2X 2X 3X
landscaDe ODeratin2. En2.ineer
~
Backhoe Operators
Forklifts-Tree Planting Equipment Uobsite)
HDR Welder-landscape. Irrigation, Operating Engineers' Equipment
Rol1er Operators
Rubber-tired & Track Earthmoving Equipment
Skiploader Operators
Trencher-31 horsepower and up $24.76 7.80 3.75 a2.75 0.65 0.05 8 39.76 52.14' 64.52 89.28' ",,"
# Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedules.
a Includes an amount per hour worked for supplemental dues.
b Rate applies to the first four overtime hours daily and the first twelve hours on Saturday. Thereafter use the Sunday overtime rate.
e All work performed on a dewatering operation on holidays and all other work on holidays except labor Day and the I st Saturday following the
1st Friday in the months of June and December is paid at Sunday rate.
...'
RECOGNIZED HOLlDA YS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid. shall be all holidays ..
in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file
with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the
prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current
determinations on the Internet at http://v.'WW.dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded detenninations may be
obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
...'
TRA VEL AND/OR SUBSISTENCE PA YMENT: In accordance with Labor Code Sections 1773. I and 1773.9, contractors shall
make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence
provisions for the current determinations on the Internet at htto://w\\w.dir.ca.gov/DLSR/P\VD. Travel and/or subsistence
requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
IO-C
GENERAL PREVAILING W AGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 17731
CRAFT: #TUNNEL(OPERATING ENGINEER)
FOR COMMERCIAL BUILDING, HIGHW A Y, HEAVY CONSTRUCTION AND DREDGING PROJECTS
DETER!\IINA TION: SC.23-63-2.2006-1 C
ISSl!E DATE: August 22, 2006
EXPIRATION DATE OF DETERMINATION: June 30, 2007* Effective until superseded by new determination issued by the Director of Industrial Relations. Contact the
Division of Labor Statistics and Research at (415) 703.4774 for new rates after] 0 days from the expiration date, ifno subsequent determination is issued
LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura counties
Emolover Pavments StraiQht - Time Overtime Hourlv Rate
CLASSIFICA nON Basic Health Pension Vacation! Training Other Hours Total Dail/ Saturday' Sunday/
(Journeyperson) Hourly aod Holiday' Payments Hourly Holiday
Rate Welfare Rate 11l2X ] 1I2X 2X
Classification Groups
Group I 33.50 780 405 2.80 065 O.ll 8 48.910 65.660 65.660 82.410
Group 2 3428 7,80 4,05 2,80 065 011 8 49.690 66.830 66.830 1G.970
Group 3 34.57 7.80 4.05 2.80 0.65 0.11 8 49.980 67.265 67.265 84.550
Group 4 34.71 780 405 2.80 065 OIl 8 50.120 67.475 67.475 84.830
Group 5 34.93 7,80 4,05 2.80 065 0.11 8 50.340 67.805 67.805 85.270
Group 6 3504 780 405 280 0.65 011 8 50.450 67.970 67.970 85.490
Group 7 3516 780 4.05 280 0.65 Oil 8 50.570 68.150 68.150 85.730
Group 8 35.33 780 4.05 2.80 0.65 Oil 8 50.740 68.405 68.405 86.070
Group 9 3546 7,80 405 2,80 0.65 0.11 8 50.870 68.600 68.600 86.330
;; Indicates an apprenticeable craft Rates for apprentices are available in the General Prevailing Wage Apprentice Schedule
. Includes an amount withheld for supplemental dues.
j, Rate applies to the first 4 overtime hours All other daily overtime is paid at the Sunday rate
, Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate
RECOGNIZED 1I0LlDA YS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining
agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations, If the
pre\ailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government
Code You may obtain the holiday provisions for the current determinations on the Internet at hnn: wwwdir,c(ioo\,'DLSR'P\VD. Holiday provisions for current or superseded
determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774
TRA VEL AI\D/OR SLBSISTEl'iCE PA Y!\tE~T: In accordance with Labor Code Sections 1773,1 and 1773,9, contractors shall make travel and/or subsistence payments to
each worker to execute the work. Travel and/or subsistence requirements for each craft. classification or type of worker may be obtained from the Prevailing Wage Unit at
(-1. \5) 703-4774. You may obtain the Travel and/or subsistence provisions for the current determinations on the Internet at hIlD:/\~W\~I.J1rcl"ll\,'DLSE,"I'\V[) Travel and/or
subsistence provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (4 I 5) 703.4774
CLASSIFICATIONS:
Groun 5
Bit Sharpener
Equipment Gre!l.ser (Grease Truck)
Instrumentman
Slip Form Pump Operator (power driven hydraulic
lifting device for concrete forms)
Tugger Hoist Operator (I drum)
Tunne\ Locomotive Operator (over \ 0 and up to and
including 30 tons)
Welder-General
Groun I
Heavy Out)' Repairman Helper
Groun2
Skiploader (wheel type up to 3/4 yd without
attachment)
Groun J
Chainman
Power-Driver Jumbo Form Seller Operator
Groun 6
Backhoe Operator (up and including 3/4 yd,) Small
Ford. Case or similar
Drill Doctor
Grouting Machine Operator
Heading Shield. Operator
Heavy Duty Repairman
Jumbo Pipe Carrier
Groun 4
Dinkey Locomotive or Motorman (up to and including
10 tons)
Rodman
Loader Operator (Athey, Euclid, Sierra and similar
types)
Mucking Machine Operator (1/4 yd rubber tired, rail or
track type)
Pneumatic Concrete Placing Machine Operator
(Hackley-Presswellor similar type)
Pneumatic Heading Shield (Tunnel)
Pumpcrete Gun Operator
Tractor Compressor Drill Combination Operator
Tugger Huist Operator (1 drum)
Tunnel Locomotive Operator (over 30 tons)
Group 7
Heavy Duty Repairman-Welder Combination
Group 8
Party Chief
Groun 9
Tunnel Mole Boring Machine Operator
MISCELLANEOUS PROVISIONS,
] Operators on hoists with three drums shall receive fifteen cents (15~) per hour additional pay to the regular rate of pay The additional pay shall be added to the
regular rate and become the base rate for the entire shift
2 All heavy.duty repairmen and duty repairmen-welder combination shall receive twenty-five cents (25~) per hour tool allowance in addition to their regular rate of
pay and this shall become their base rate of pay
3. Employees required to suit up and work in a hazardous material environment, shall receive Two Dollars ($2,00) per hour in addition to their regular rate of pay ,
and that rate shall become the basic hourly rate of pay
-10-0-
GENERAL PREY AILING W AGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS] 770, ]773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEA YY CONSTRUCTION AND DREDGrNG PROJECTS
CRAFT: _TUNNEL (OPERA TlNG ENGINEER)(MUL Tl-SHIFT)
DETERl\lINA TION: SC.23.63.2-2006.] C I
ISSUE DATE: August 22, 2006
EXPIRA nON DATE OF DETERMINA nON: June 30, 2007* Effective until superseded by new determination issued by the Director of Industrial Relations. Contact the
Division of Labor Statistics and Research at (415) 703.4774 for new rates after 10 days from the expiration date, if no subsequent determination is issued.
LOCALITY: All localities within Imperial, Inyo. Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara. and Ventura counties
",..,
Emolover Pavments Strai2hl- Time Overtime Hourlv Rate
CLASSIFICATION Basic Health Pension Vacation! Training Other Hours Total Dailyb Saturday' Sunday/ -
(Journeyperson) Hourly oed Holiday. Payments Hourly Holiday
Rate Welfare Rate ] II2X ] II2X 2X
Classification Groups
Group I 3350 7,80 405 2,80 0.65 0] ] 7.5 48.910 65.660 65.660 82.410 "'",-
Group 2 34.28 780 4,05 2.80 0.65 0.1 ] 7.5 49.690 66.830 66.830 83.970
Group 3 34.57 7,80 405 280 0.65 0.1 I 7.5 49.980 67.265 67.265 84.550
Group 4 34,71 7.80 4.05 2.80 065 0.] I 7.5 50.120 67.475 67.475 84.830
Group 5 34,93 7.80 4.05 280 0.65 0.11 75 50.340 67.805 67.805 85.270
Group 6 3504 7.80 405 2.80 0.65 0.11 75 50.450 67.970 67.970 85.490
Group 7 35.]6 780 4.05 2.80 0.65 0.] I 75 50.570 68.150 68.150 85.730
Group 8 3533 780 4.05 2.80 0.65 0.11 7.5 50.740 68.405 68.405 86.070
Group 9 35.46 7.80 4.05 2.80 0.65 0.11 7.5 50.870 68.600 68.600 86.330
# Indicates an apprenticeable craft Rates for apprentices are available in the General Prevailing Wage Apprentice Schedule
'Includes an amount withheld for supplemental dues
h Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate.
e Rate applies to the first 12 hours worked, All other time is paid at the Sunday rate
I!'f'!l'>
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid. shall be all holidays in the collective bargaining
agreement, applicable to the particular craft, classification, or type of worker employed on the project. which is on file with the Director of Industrial Relations. Iflhe
prevailing rate is not based on a collectively bargained rate; the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government
Code You may obtain the holiday provisions forthe current determinations on the Internet at htto:''''w\\wdir ca,2ov,'DLSR:PWD Holiday provisions for current or superseded
determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703.4 774.
-
TRA VEL A!\'D/OR SUBSISTE~CE PAYMENT: In accordance with Labor Code Sections 1773, I and 1773.9, contractors shall make travel and/or subsistence payments to
each worker to execute the work, Travel and/or subsistence requirements for each craft, classification or type of worker may be obtained from the Prevailing Wage Unit at
(415) 703.4774. You may obtain the Travel and/or subsistence provisions for the current determinations on the Internet at hlt[lii\\'\\w,dir rago\',DLSR/I'WD Travel and/or
subsistence provisions for current or superseded detenninations may be obtained by contacting the Prevailing Wage Unit at (4 I 5) 703.4774
CLASSIFICATIONS:
GrOUD 5
Bit Sharpener
Equipment Greaser (Grease Truck)
Instrumentman
Slip Fonn Pump Operator (power driven hydraulic
lifting device for concrete fonns)
Tugger Hoist Operator (I drum)
Tunnel Locomotive Operator (over]O and up to and
including 30 tons)
Welder~General
Groun I
Heavy Duty Repainnan Helper
Groun 2
Skiploader (wheel type up to 3/4 yd without
attachment)
Groun 3
Chainman
Puwcr.Oriver Jumbo Fonn Setter Operator
Groun 6
Backhoe Operator (up and including 3/4 yd,) Small
Ford, Case or similar
Drill Doctor
Grouting Machine Operator
Heading Shield Operator
Heavy Duty Repairman
Jumbo Pipe Carrier
Groun4
Dinkey Locomotive or MQtorman (up to and including
10 tons)
Rodman
-
Loader Operator (Athey, Euclid, Sierra and similar
types)
Mucking Machine Operator (1/4 yd rubber tired, rail or
track type)
Pneumatic Concrete Placing Machine Operator
(Hackley.Presswellor similar type)
Pneumatic Heading Shield (Tunnel)
Pumpcrele Gun Operator
Tractor Compressor Drill Combination Operator
Tugger Hoist Operator (2 drum)
Tunnel Locomotive Operator (over 30 tons)
-
-
Group 7
Heavy Duty Repairman.Welder Combination
GrOUD 8
Party Chief
GrOUD 9
runnel Mole Bonng Machine Operator
MISCELLANEOUS PROVISIONS:
1. Operators on hoists with three drums shall receive fifteen cents (15t) per hour additional pay to the regular rate of pay The a.dditional pay shall be added to Ihe
regular rate and become the base rate for the entire shift
2 All heavy-duty repairmen and duty repairmen. welder combination shall receive twenty.five cents (25t) per hour tool allowance in addition 10 their regular rale of
pay and this shall become their base rate of pay.
3 Employees required to suit up and work in a hazardous material environment, shall receive Two Do]lars ($2.00) per hour in addition 10 their regular rate of pay,
and that rate shall become the basic hourly rate of pay
-10-0-1-
GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770,1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWA Y, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: #BUILDING/CONSTRUCTION INSPECTOR AND FIELD SOILS A"D MATERIAL TESTER
DETERMINATION: 5C.23.63.2-2006.1 D
ISSIJE DATE: August 22, 2006
EXPIRATION DATE 0.' DETERl\lINA TION: June 30, 2007. Effective until superseded by new detennination issued by the Director of Industrial Relations Contacl the
Division of Labor Statistics and Research at (415) 703-4774 for new rates after 10 days from the expiration date, if no subsequent determination is issued
LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura counties
Emnlover Payments Straight.Time Overtime Hourlv Rate
CLASSIFICATION Basic Health Pension Vacation! Training Other Hours Total Daily Saturday Sundayl
(Journeyperson) Hourly and Holiday. Payments Hourly Holiday
Rate Welfare Rate 1I/2X 1 J/2X 2X
Group I $3243 780 405 280 065 011 8 $47,84 $64,055 S64,055 $80,27
Group 2 342] 7,80 4,05 280 0.65 0.11 8 $4962 566.725 $66.725 $8383
Group 3 3621 7.80 405 2,80 0.65 0.1 ] 8 $51,62 $69.725 $69.725 $8783
pi Indicates an apprenticeable craft Rates for apprentices are available in the General Prevailing Wage Apprentice Schedules
. Includes an amount withheld for supplemental dues
b Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate,
e Rate applies to the first]2 hours worked. All other time is paid at the Sunday rate.
RECOG~IZED HOLlOA YS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining
agreemenL applicable to the particular craft, c1assitication, or type of worker employed on the project, which is on file with the Director of Industrial Relations If the prevailing
rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You
may obtain the holiday provisions for the current determinations on the Internet at httn:/'wwwdirGl!!\1V DL~R'PWf). Holiday provisions for current or superseded
determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774
TRAVEL A"O/OR SllBSISTEN'CE PA \'~IENT: In accordance with Labor Code Sections 1773, I and 17739, contractors shall make travel and/or subsistence payments to
each worker to execute the work. You may obtain the Travel and/or subsistence provisions for the current determinations on the Internet at 11lllJ'\\wwdlr cn {!(1v,DLSR,PWD
Travel and/or Subsistence provisions for current or superseded detenninations may be obtained by contacting the Prevailing Wage Unit at (415) 703.4774
CLASSIFICATlO"S:
GROl'PI
Field Soils and Materials Tester
Field Asphaltic Concrete (Soils and Materials Tester)
Field Earthwork (Grading Excavation and Filling)
GI"OUD "II
A WS.CWI Welding Inspector
Building I Construction Inspector
Licensed Grading Inspector
Reinforcing Steel
Reinforced Concrete
Pre.Tension Concrete
Post.Tension Concrete
Structural Steel and Welding Inspector
Glue.Lam and truss Joints
Truss. Type Joint Construction
Shear Wall and Floor System used as diaphragms
Concrete batch Plant
Spray.Applied Fireproofing
Structural masonry
GrOUD III
Nondestructive Testing (NOT)
IOE
GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 17731
FOR COMMERCIAL BUILDING, HIGHWAY, HEA VY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: #8UILDlNG/CONSTRUCTlON INSPECTOR AND FIELD SOILS AND MATERIAL TESTER (SPECIAL SHIFT)
DETERMINATION: 5(-23-63-2-2006-1D1
ISSUE DATE: August 22, 2006
EXPIRATION DATE OF DETERMINATION: June 30, 2007' Effective until superseded by new determination issued by the Director of Industrial Relations Contact the
Division of Labor Statistics and Research at (415) 703-4774 for new rates after ]0 days from the expiration date, if no subsequent determination is issued
LOCALITY: Allloca]ities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura counties.
Emolover Pavments Straie:ht-Time Ovenime Hourlv Rate
CLASS]FICA T10N Basic Health Pension Vacation! Training Other Hours Total Daily (b) Saturday (c) Sunday/
(Journey person) Hourly and Holiday (a) Payments Hourly Holiday
Rate Welfare Rate I ]/2X ] 1/2X 2X
Classification Groups
Group I 32.93 780 405 2,80 0.65 0.11 8 48.34 64,805 64805 81.27
Group 2 34.71 7,80 4,05 2.80 065 0.11 8 50.]2 67.475 67.475 84.83
Group 3 36.71 780 4.05 2.80 0.65 0,11 8 5212 70.475 70.475 88.83
,"",,"
# Indicates an apprenticeable craft Rates for apprentices are available on the General Prevailing Wage Apprentice Schedules
. Includes an amount withheld for supplemental dues
h Rate applies to the first 4 ovenime hours All other daily overtime is paid at the Sunday rate
'Rate applies to the first 12 hours worked All other time is paid at the Sunday rate
~,
RECOGNIZED IIOLlDA YS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining
agreement, applicable to the panicuJar craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations, If the prevailing
rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code You
may obtain the holiday provisions for the current detenninalions on the Internet at h\lo:,!i\\ W\\ctlfca "oviDLSRiPWD Holiday provisions for current or superseded
determinations may be obtained by contacting the Prevailing Wage Unit al (415) 703-4774.
_."
TRA VEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections] 773.1 and 1773.9, contractors shall make travel and/or subsistence payments to
each worker to execute the work. You may obtain the Travel and/or subsistence provisions forthe current determinations on the Internet at htto:iiwww,dirc<l!!ovDLSR!PWD
Travel and/or Subsistence provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (4] 5) 703-4774
CLASSIFICA TIO:'IJS:
GROUPI
Field Soils and Materials Tester
Field Asphaltic Concrete (Soils and Materials
Tester)
Field Earthwork (Grading Excavation and Filling
GROUP II
AWS-CWI Welding Inspector
Building I Construction Inspector
Licensed Grading Inspector
Reinforcing Steel
Reinforced Concrete
Pre. Tension Concrete
Post-Tension Concrete
Structural Steel and Welding Inspector
Glue-Lam and truss Joints
Truss-Type Joint Construction
Shear Wall and Floor System used as
diaphragms
Concrete batch Plant
Spray-Applied Fireproofing
Structural masonry
GROUP III
Nondestructive Testing (NOT)
....-..
IO.G
GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER \, ARTICLE 2, SECTIONS ]770, \773 AND 1773.]
FOR COMMERCIAL BUILDING, HIGHWA Y, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: #BUILDlNG/CONSTRUCTION INSPECTOR AND FIELD SOILS AND MATERIAL TESTER (Ml1L TI-SHIFT)
DETERMINATION: SC-23-63-2-2006-] D2
ISSUE DATE: August 22, 2006
EXPIRATION DATE OF DETERMINATION: June 30, 2007. Effective until superseded by new determination issued by the Director of Industria] Re]ations Contacllhe
Division of Labor Statistics and Research at (415) 703-4774 for new rates after 10 days from the expiration date, if no subsequent determination is issued
LOCALITY: All localities within Imperial, Inyo, Kern, Los Ange]es, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura counties
Emn]over Pavments Straight-Time Overtime Hourl... Rate
CLASSIFICATION Basic Health Pension Vacation! Training Other Hours Total Dai]y (b) Saturday (c) Sundayl
(Journey person) Hourly and Holiday (a) Payments Hourly Holiday
Rate Welfare Rate ] 112X 1 ]/2X 2X
Classification Groups
Group] 33.43 -7.80 4,05 280 065 0.] ] 8 48.84 65.555 65.555 82.27
Group 2 352] 7,80 4.05 2,80 0.65 0.\ ] 8 50.62 68.225 68,225 8583
Group 3 37.2] 7.80 4,05 2.80 0.65 0.11 8 52,62 7],225 7],225 89,83
# Indicates an apprenticeable craft Rates for apprentices are available on the General Prevailing Wage Apprentice Schedules
. Includes an amount withheld for supplemental dues
"Rate applies to the first 4 overtime hours All other daily overtime is paid at the Sunday rate
, Rate applies to the first 12 hours worked, All other time is paid at the Sunday rate
RECOGNIZED HOLlDA YS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining
agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations If the prevailing
rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You
may obtain the holiday provisions for the current determinations on the Internet at hnn:/i\\ww,dirca "o\'])LSR 1'\',']) Holiday provisions for current or superseded
determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774
TRA VEL AND/OR SUBSISTENCE PA YJ\'IE!'\T: In accordance with Labor Code Sections 1773.1 and] 773.9, contractors shall make travel and/or subsistence payments to
each worker to execute the work You may obtain the Travel and/or subsistence provisions forthe current determinations on the ]ntemet at ]mD\\W\\ dirca \:!l)v,DLSR.'PWD
Travel and/or Subsistence provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703.4774
CLASSIFICATIONS:
GROUP I
Field Soils and Materials Tester
Field Asphaltic Concrete (Soi]s and Materials
Tester)
Fie]d Earthwork (Grading Excavation and Filling
GROl!PII
A WS-CWI Welding Inspector
Building I Construction Inspector
Licensed Grading Inspector
Reinforcing Steel
Reinforced Concrete
Pre-Tension Concrete
Post.Tension Concrete
Structural Steel and Welding Inspector
G]ue-Lam and truss Joints
Truss-Type Joint Construction
Shear Wall and F]oor System used as
diaphragms
Concrete batch Plant
Spray-Applied Fireproofing
Structural masonry
GROt!P III
Nondestructive Testing (NDT)
IO.H
GENERAL PREVAILING WAGE DETERMrNA TION MADE BY THE DIRECTOR OF rNDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDrNG, HIGHWAY, HEA VY CONSTRUCTION AND DREDGrNG PROJECTS
CRAFT: LANDFILL WORKER (OPERATING ENGINEER)
DETERMINATION: SC-63-12-41-200 I-I
ISSUE DATE: August 22, 2001
EXPIRATION DATE OF DETER~1INA liON: July 24, 2002>10 Effective until superseded by a new detennination issued by the Director of
Industrial Relations. Contact the Division of Labor Statistics and Research at (415) 703-4774 for the new rates after 10 days from the expiration
date, ifoo subsequent detennination is issued.
LOCALITY: All localities within Imperial, loya, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo,
Santa Barbara, and Ventura Counties.
.'
1",.
Emn]over Payments Strai12:ht.Time Overtime Hourlv Rate
CLASSIFICATION Basic Health Pension Vacation/ Training Other Hours Total Daily Saturday' Sunday/
(Joumeyperson) Hourly and Holiday Paymentsb Hourly Holiday
Rate Welfarea Rate 11/2X 11!2X 2X
Mechanic $22.15 $4.21 $1.05 $1.78 $.06 $3.80 8 $33.05 $44.125 $44.125 $55.20 ......
Lead Equipment
Operator 20.15 4.12 .95 1.61 .06 3.44 8 30.33 40.405 40.405 50.48
Lead Truck Driver! ~.
Equipment Operator 19.15 4.07 .90 1.52 .06 3.26 8 28.96 38.535 38.535 48.11
Truck Driver ~
End DumplWalking -
Floor/Low Bed 18.15 4.02 .85 1.44 .06 3.08 8 27.60 36.675 36.675 45.75
Truck Driver-
Roll OffiTransfer
Station Loader
OperatorlMaintenance!
FuelerlMechanic
Helper 17.15 3.98 .80 1.35 .06 2.90 8 26.24 34.815 34.815 43.39
Scale House 16.15 3.93 .75 1.27 .06 2.72 8 24.88 32.955 32.955 41.03
Load CheckerlWater
Truck Driver!Parts
Runner 11.15 3.70 .50 .85 .06 1.81 8 18.07 23.645 23.645 29.22
Laborer 9.15 3.61 .40 .68 .06 1.45 8 15.35 19.925 19.925 24.50
a Includes an amount for Sick Leave. -
b Amount for employee stock ownership.
<; Rate applies to the sixth consecutive day of work.
RECOGNIZED HOLlDA YS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in
the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with -
the Director ofIndustrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate
shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current detenninations on
the Internet at huo://\.vww.dir.ca.l.wv!DLSRlPWD. Holiday provisions for current or superseded determinations may be obtained by contacting the
Prevailing Wage Unit at (415) 703-4774. ,"--,
TRAVEL AND/OR SUBSISTENCE PA YMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel
and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current
detenninations on the Internet at htln:',\\\\\\.dir.':U.2(1\/DISR.,'PWD. Travel and/or subsistence requirements for each craft, classification or type of _.
\vorker may be obtained from the Prevailing Wage Unit at (415) 703-4774.
!OF
GENERAL PREV AILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: LIGHT FIXTURE MAINTENANCE
DETERMINATION: SC-61-441-2-2006-2
ISSUE DATE: August 22, 2006
EXPIRA TIO]'rl DATE OF DETER'II~A TIOl\': December 3. 2006** The rate to be paid tor \vork performed after this date has been determined.
Ifwork will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Division of Labor
Statistics and Research for specific rates at (415) 703-4774.
LOCALITY: All localities within Orange County. For other counties please contact the Division of Labor Statistics and Research prior to Bid
Advertisement at (415) 703-4774.
Emn\over Payments StrailZht-time Overtime Hourlv Rate
CLASSIFICATION Basic Health Pensiona Vacation? Training Other Hours Total Daily' Saturday' Sunday/
(Journeyperson) Hourly and Holiday Payments Hourly Holiday
Rate Welfare Rate I Y2X 1 Y2X 2X
Maintenance Electrician $22.19 4.88 5.00 0.35 0.25 8 $33.34 $44.77 $44.77 $56.20
Outdoor Lighting
Technician $22.19 4.88 5.00 0.35 0.25 8 $33.34 $44.77 $44.77 $56.20
Serviceman
Start $11.55 2.00 0.75 0.35 0.25 8 $15.25 $21.20 $21.20 $27.15
6 months $12.67 2.00 0.75 0.35 0.25 8 $16.40 $22.925 $22.925 $29.45
12 months $13.55 2.00 0.75 0.35 0.25 8 $17.31 $24.29 $24.29 $31.27
18 months $15.49 2.00 0.75 0.35 0.25 8 $19.30 $27.275 $27.275 $35.25
24 months $17.35 2.00 0.75 0.35 0.25 8 $21.22 $30.155 $30.155 $39.09
Fixture Cleanerd
Start $7.97 2.00 0.75 0.35 0.25 8 $11.56 $15.665 $15.665 $19.77
3 months $8.67 2.00 0.75 0.35 0.25 8 $12.28 $16.745 $16.745 $21.21
9 months $9.87 2.00 0.75 0.35 0.25 8 $13.52 $18.605 $18.605 $23.69
12 months $11.75 2.00 0.75 0.35 0.25 8 $15.45 $21.50 $21.50 $27.55
a In addition an amount equal to 3% of the Basic Hourly Rate is added to the Total Hourly Rate and Overtime Hourly Rates for the National
Employees Benefit Board.
b VacationfHoliday pay is included in straighHime hourly rate.
C Rate applies to the first four (4) daily overtime hours and first twelve (12) hours worked on Saturday, all other overtime is paid at the
Sunday/Holiday hourly rate.
d An additional $O.95/hour when perfonning re.ballasting work. Applies to each time period of the Fixture Cleaner classification.
:\ote: For second and third shift rates, please see pages 11-1 and 11.2.
RECOGNIZED HOLlDA YS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid. shall be all holidays in
the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with
the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate
shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on
the Internet at huo:liwww.dir.cu.9:ovIDLSR/P\\..[). Holiday provisions for current or superseded detenninations may be obtained by contacting the
Prevailing Wage Unit at (415) 703-4774.
TRAVEL AND/OR SUBSISTE~CE PA Yl\IE!'IT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or
subsistence payments to each worker to execute the work. You may obtain the travel and subsistence provisions for the current determinations on the
Internet at \\w\\.dir.ca.gO\'. Travel and/or subsistence requirements for the current or superseded determinations may be obtained by contacting the
Prevailing Wage Unit at (415) 703.4774.
II
GENERAL PREY AILING W AGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEA YY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: LIGHT FIXTURE MAINTENANCE (SECOND SHIFT)
DETERMINATION: SC.6 I .44 I .2.2006.2
ISSUE DATE: August 22, 2006
EXPIRA lION DATE OF' DETER!\1INA liON: December 3,2006** The rate to be paid for work perfonned after this date has been determined.
If work will extend past this dale, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Division of Labor .''''
Statistics and Research for specific rates at (415) 703-4774.
LOCALITY: All localities within Orange County. For other counties please contact the Division of Labor Statistics and Research prior to Bid
Advertisement at (415) 703-4774.
EmDlover Payments StrailZht-time Overtime Hourlv Rate
CLASSIFICATION Basic Health Pensiona Vacationlb Training Other Hours Total DailyC Saturdayd Sunday/
(Journeyperson) Hourly and Holiday Payments Hourly Holiday
Rate Welfare Rate 1II2X I I12X 2X
Maintenance Electrician $26.03 4.88 5.00 0.35 0.25 8 $37.29 $50.70 $44.77 $56.20
Outdoor Lighting
Technician $26.03 4.88 5.00 0.35 0.25 8 $37.29 $50.70 $44.77 $56.20
Serviceman
Start $13.55 2.00 0.75 0.35 0.25 8 $17.31 $24.28 $21.20 $27.15
6 months $14.86 2.00 0.75 0.35 0.25 8 $18.66 $26.31 $22. 925 $29.45
12 months $15.89 2.00 0.75 0.35 0.25 8 $19.72 $27.90 $24.29 $31.27
J 8 months $18.17 2.00 0.75 0.35 0.25 8 $22.07 $31.42 $27.275 $35.25
24 months $20.35 2.00 0.75 0.35 0.25 8 $24.31 $34.79 $30. I 55 $39.09
Fixture Cleanere
Start $9.35 2.00 0.75 0.35 0.25 8 $12.98 $17.80 $15.665 $19.77
3 months $10.17 2.00 0.75 0.35 0.25 8 $13.83 $19.06 $16.745 $21.21
9 months $11.58 2.00 0.75 0.35 0.25 8 $15.28 $21.24 $18.605 $23.69
12 months $13.78 2.00 0.75 0.35 0.25 8 $17.54 $24.64 $21.50 $27.55
a In addition an amount equal to 3% of the Basic Hourly Rate is added to the Total Houri)' Rate and Overtime Hourly Rates for the National
Employees Benefit Board.
b Vacation/Holiday pay is included in straight-time hourly rate.
e Rate applies to the first four (4) daily overtime hours. All other overtime is paid at the Sunday/Holiday non.shill differential rate.
d Rate applies to the first eight (8) hours of work performed on Saturday, based on the Saturday non.shift differential rate. For all hours in excess of
the first eight hours of work performed on Saturday, use the SundaylHoJiday non-shift differential hourly rate.
e An additional $0.95/hour when performing re.ballasting work. Applies to each time period of the Fixture Cleaner classification.
#<'.
RECOGNIZED HOLlDA YS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, mall be all holidays in
the collective barga1ning agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with
the Director ofIndustrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate
shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on
the Internet at hnn://www.dir.ca.l!ov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the
Prevailing Wage Unit at (415) 703-4774.
-
TRAVEL AND/OR SL'BSISTENCE PA YMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or
subsistence payments to each worker to execute the work. You may obtain the travel and subsistence provisions for the current determinations on the
Internet at \\\\\\.diu.:a.e:o\. Travel and/or subsistence requirements for the current or superseded determinations may be obtained by contacting the
Prevailing Wage Unit at (415) 703.4774.
-
11.1
GENERAL PREVAILING W AGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: LIGHT FIXTURE MAINTENANCE (THIRD SHIFT)
DETERMINA nON: SC-61-441-2-2006-2
ISSUE DATE: August 22, 2006
EXPIRATION DATE OF DETERMI~A liON: December 3, 2006.. The rate to be paid for work performed after this date has been determined.
If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Division of Labor
Statistics and Research for specific rates al (415) 703-4774.
LOCALIT\': All localities within Orange Count)'. For other counties please contact the Division of Labor Statistics and Research prior to Bid
Advertisement at (415) 703-4774.
Emnlover Pavmenls Straig:ht.time Overtime Hourlv Rate
CLASSIFICATION Basic Health PensionJ Vacationt' Training Other Hours Total Daily' Saturdal Sunday/
(Journeyperson) Hourly and Holiday Payments Hourly Holiday
Rate Welfare Rate I V2X I Y2X 2X
Maintenance Electrician $29.16 4.88 5.00 0.35 0.25 8 $40.51 $55.53 $44.77 $56.20
Outdoor Lighting
Technician $29.16 4.88 5.00 0.35 0.25 8 $40.51 $55.53 $44.77 $56.20
Serviceman
Start $15.18 2.00 0.75 0.35 0.25 8 $18.99 $26.80 $21.20 $27.15
6 months $16.65 2.00 0.75 0.35 0.25 8 $20.50 $29.07 $22.925 $29.45
12 months $17.80 2.00 0.75 0.35 0.25 8 $21.68 $30.85 $24.29 $31.27
18 months $20.35 2.00 0.75 0.35 0.25 8 $24.31 $34.79 $27.275 $35.25
24 months $22.80 2.00 0.75 0.35 0.25 8 $26.83 $38.58 $30.155 $39.09
Fixture Cleanere
Start $10.47 2.00 0.75 0.35 0.25 8 $14.13 $19.53 $15.665 $19.77
3 months $11.39 2.00 0.75 0.35 0.25 8 $15.08 $20.95 $16.745 $21.21
9 months $12.97 2.00 0.75 0.35 0.25 8 $16.71 $23.39 $18.605 $23.69
12 months $15.44 2.00 0.75 0.35 0.25 8 $19.25 $27.20 $21.50 $27.55
a In addition an amount equal to 3% of the Basic Hourly Rate is added to the Total Hourly Rate and Overtime Hourly Rates for the National
Employees Benefit Board.
b VacationIHoliday pay is included in straight-time hourly rate.
( Rate applies to the first four (4) daily overtime hours. All other overtime is paid at the SundaylHoliday non-shift differential hourly rale.
d Rate applies to the first eight (8) hours of work performed on Saturday, based on the Saturday non-shift differential rate. For all hours in excess of
the first eight hours of work performed on Saturday, use the SundaylHoliday non-shift differential hourly rate.
e An additional $O.95/hour when performing re-ballasting work. Applies to each time period of the Fixture Cleaner classification.
RECOGNIZED HOLIDA YS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in
the collective bargaining agreement, applicable to the particular craft. classification, or type of worker employed on the project, which is on file with
the Director ofIndustrial Relations. tfthe prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate
shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on
the Internet at httn://www.dir.ca.llov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the
Prevailing Wage Unit at (415) 703.4774.
TRA VEL AND/OR SUBSISTENCE PA YMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or
subsistence payments to each worker to execute the work. You may obtain the travel and subsistence provisions for the current determinations on the
Internet at w\\\\ .dir.ca.g\)\. Travel and/or subsistence requirements for the current or superseded determinations may be obtained by contacting the
Prevailing Wage Unit at (415) 703-4774.
11-2
GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA
LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: LIGHT FIXTURE MAINTENANCE
DETERMINATION: SC -6 I -569-20-2006-1
ISSUE DATE: August 22, 2006
EXPIR4. nON DATE OF DETERMINA TIO~: September 30,2006* Effective until superseded by a new detennination issued by
the Director oflndustrial Relations. Contact the Division of Lahor Statistics and Research at (415) 703-4774 for the new rales after 10 days from the ...."
expiration date, ifoo subsequent determination is issued.
LOCALITY: All localities within Imperial and San Diego counties. For other counties please contact the Division of Labor Statistics and Research
prior to Bid Advertisement at (415) 703-4774. ".0
Employer Payments Straight-Time Overtime Hourly Rate
CLASSIFICATION Basic Health Pension Vaealion Training Hours Total Dailv Sixth Seventh
(Joumeyperson) Hourly and and Hourly Day Day
Rate Welfare Holiday Rate 11/2X III2X 2X
Fixture Cleaner
0-9 months 6.83 1.04 .02 .37 a 8 8.26 11.675 11.675 15.09 -
9 months 7.20 1.04 .02 .39 a 8 8.65 12.25 12.25 15.85
12 months 7.57 1.04 .02 .41 a 8 9.04 12.825 12.825 16.61
15 months 7.94 1.04 .02 .43 a 8 9.43 13.40 13.40 17.37
18 months 8.31 1.04 .02 .45 a 8 9.82 13.975 13.975 18.13 -
21 months 8.68 1.04 .02 .47 a 8 10.21 14.55 14.55 18.89
24 months 9.04 1.04 .02 .66 a 8 10.76 b 15.28 b 15.28 b 19.80 b
Serviceman ..,..,
Start 9.59 1.04 .02 .52 a 8 11.17 15.965 15.965 20.76
3 months 9.89 1.04 .02 .53 a 8 11.48 16.425 16.425 21.37
6 months 10.19 1.04 .02 .55 a 8 11.80 16.895 16.895 21.99
9 months 10.49 1.04 .02 .56 a 8 12.11 17.355 17.355 22.60
12 months 10.79 1.04 .02 .58 a 8 12.43 17.825 17.825 23.22
15 months 11.09 1.04 .02 .60 a 8 12.75 18.295 18.295 23.84
18 months 11.39 1.04 .02 .61 a 8 13.06 18.755 18.755 24.45
21 months 11.69 1.04 .02 .63 a 8 13.38 19.225 19.225 25.07
24 months 11.96 1.04 .02 .87 a 8 13.89 b 19.87 b 19.87 b 25.85 b
JHoliday pay is based upon nine paid holidays. The Vacation pay is based upon the following: One week after one year of service, two weeks after
two years of service, three weeks after 10 years of service.
b Reflects Vacation IHoliday rate for more than two years of service. Does not reflect rates for 10 or more years of service as required in footnote "a".
RECOGNIZED HOLlDA YS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all
holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project,
which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays
upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday
provisions for the current determinations on the Internet at htto://w\V\\..dir.ca.lZov/DLSR/PWD. Holiday provisions for current or superseded
determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774. '
-
-
TRAVEL AND/OR SUBSISTENCE PA YMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel
and/or subsistence payments to each worker to execute the work. Travel and/or subsistence requirements for each craft. classification or
type of worker may be obtained from the Prevailing Wage Unit at (415) 703-4774.
IIA
GENERAL PREVAILING W AGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHW A Y, HEA VY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: LIGHT FIXTURE MAINTENANCE
DETERMINATION: SC-830-61-1-2000-1
ISSUE DATE: February 22, 2000
EXPIRA TlON DATE OF DETERMINATION: April 1,2000' Effective until superseded by a new determination issued by the
Director of Industrial Relations. Contact the Division of Labor Statistics and Research at (415) 703-4774 for the new rates after 10
days from the expiration date, if no subsequent determination is issued.
LOCALITY: All localities within Riverside county. for other counties please contact the Division of Labor Statistics and
Research prior to Bid Advertisement at (415) 703-4774.
EmD]over Payments Straieht-Time Overtime Hourlv Rate
CLASSIFICATION Basic Health Pension Vacation Training Hours Total Daily Saturday Holiday
Hourly and and Hourly & Sunday
Rate Welfare Holiday Rate 11/2X 11/2X 2X
Lighting Maintenance
Service Person $11.00 .29 .34 8 11.63 17.13 17.13 22.63
DETERMINATION: SC-830-61-2-2000-l
ISSUE DATE: February 22, 2000
EXPIRA TlON DATE OF DETERMINATION: April 1,2000' Effective until superseded by a new determination issued by the
Director of Industrial Relations. Contact the Division of Labor Statistics and Research at (415) 703-4774 for the new rates after 10
days from the expiration date, if no subsequent determination is issued.
LOCALITY: All localities within San Bernardino county. For other counties please contact the Division of Labor Statistics and
Research prior to Bid Advertisement at (415) 703-4774.
Emoloyer Payments Strai~ht- Time Overtime Hourly Rate
CLASSIFICATION Basic Health Pension Vacation Training Hours Total Daily Sunday
Hourly and and Hourly Holiday
Rate Welfare Holiday Rate 11/2X 11/2X
Lighting Maintenance
Service Person $13.56 2.43 .39 .50 8 16.88 23.66 23.66
RECOGNIZED HOLlDA YS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall
be all holidays in the collective bargaining agreement, applicable to the particular craft. classification, or type of worker employed
on the project, which is on file \vith the Director ofIndustrial Relations. If the prevailing rate is not based on a collectively
bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government
Code. You may obtain the holiday provisions for the current determinations on the Internet at httD:/.\v\\vv.dir.ca.l!ov/DLSR/PWD.
Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-
4774.
TRA VEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall
make travel and/or subsistence payments to each worker to execute the work. Travel and/or subsistence requirements for each
craft, classification or type of worker may be obtained from the Prevailing Wage Unit at (415) 703-4774.
lIB
GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHW A Y, HEA VY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: FIRE SAFETY AND MISCELLANEOUS SEALING
DETERMINA nON: SC-3-5-4-2006-1
ISSUE DATE: August 22, 2006
EXPIRATION DATE OF DETERl\ll~A TION: June 30, 2007* Effective until superseded by a new determination issued by the Director of Industrial
Relations. Conlact the Division of Labor Statistics and Research (415) 703-4774 for the new rates after 10 days from the expiration date, if no subsequent
determination is issued
-
LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside. San Bernardino, San Diego, San Luis Obispo, Santa
Barbara. and Ventura counties.
Emnlover Payments Strai2ht- Time Overtime Hourlv Rate
CLASSIFICATION Basic Health Pension Vacalion! Other Hours Total Dailya Saturdal Sunday
(JOURNEYPERSON) Hourly and Holiday Hourly and
Rated Welfareb Rate 11I2X 11/2X Holiday -
ASBESTOS WORKER
Fire Safety Technician _ Class I '
(0-2000 hrs) $11.95 $5.17 $4.46 $0.90 8 $22.48 $28.46 $28.46 $34.43
Fire Safety Technician - Class II ' -
(2001-4000 hr,) $16.75 $5.17 $4.46 $1.26 8 $27.64 $36.Q2 $36.02 $44.39
Fire Safety Technician _ Class m'
(4001-6000 hr,) $17.68 $5.17 $4.46 $1.33 8 $28.64 $37.48 $37.48 $46.32
Fire Safety Technician - Class IY'
(6001 or more hrs) $20.31 $5.17 $4.46 $1.53 8 $31.47 $41.63 $41.63 $51.78
DETERMINATION: SC-204-X-18-2006-1
ISSUE DA TE: August 22, 2006
EXPlRA TIOl'i DATE OF DETERl\IINA nON: June 30, 2007* Effective until superseded by a new determination issued by the Director of Industrial
Relations. Contact the Division of Labor Statistics and Research (415) 703-4774 for the new rates after 10 days from the expiration date, iroo subsequent
determination is issued
p'
LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa
Barbara, and Ventura counties.
PLUMBER
Fire Safety Technician _ Class I'
(0 -2000 hr,) $12.67 $5.27 $3.44 $1.00 $0.10 8 $22.48 $28.82 $28.82 $35.15
Fire Safety Technician _ Class II C
(2001-4000 hr,) $17.33 $5.27 $3.44 $1.50 $0.10 8 $27.64 $36.31 $36.31 $44.97
Fire Safety Technician - Class IUC
(4001-6000 hr,) $18.33 $5.27 $3.44 $1.50 $0.10 8 $28.64 $37.81 $37.81 $46.97
Fire Safety Technician - Class IY'
(6001 or more hrs) $20.16 $5.27 $3.44 $2.50 $0.10 8 $31.47 $41.55 $41.55 $51.63 !'"
Rate applies to the first 4 daily overtime hours and the first 12 hours \vorked on Saturday. All other overtime is at the Sunday & Holiday rate.
Includes an amount for Occupational Health and Research (Applies to Asbestos Worker classifications only).
The 1st man on ajob site shall be a Class IV Fire Safety Technician. A Class IV must be on ajob site at all times.
Includes an amount per hour worked for Administrative Dues.
-
RECOGNIZED HOLIDA YS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the
collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the
Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be
paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current detenninations on the Internet
at htto://\v\\w.dir.ca.2ov/DLSRlPWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage
Unit at (415) 703-4774.
~
~,
TRAVEL AND/OR SUBSISTENCE PA YMENT: In accordance with Labor Code Sections 1773. I and 1773.9, contractors shall make travel and/or
subsistence payments to each worker to execute the work. Travel and/or subsistence requirements for each craft, classification or type of worker may be
obtained from the Prevailing Wage Unit at (415) 703-4774.
IIC
GENERAL PREY AILING W AGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELA TIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHW A Y, HEA YY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: FIRE SAFETY AND MISCELLANEOUS SEALING (SHIFT)
DETERMINATION: SC-3-5-4-2006-I
ISSUE DATE: August 22. 2006
EXPIRA TJON DATE OF DETERI\1INA TION: June 30, 2007. Effective until superseded by a new determination issued by the Director oflndustrial
Relations. Contact the Division of Labor Statistics and Research (415) 703-4774 for the new rates after 10 days from the expiration date, ifno subsequent
determination is issued.
LOCALITY: AJllocalities within Imperial, loyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa
Barbara, and Ventura counties.
Emnlover Payments Straieht-Time Overtime Hourlv Rate
CLASSIFICATION Basic Health Pension Vaealion! Other Hours Total Daily8 Saturday8 Sunday
(JOURNEYPERSON) Hourly and Holiday Hourly and
Rated Wclfareb Rate II/2X 11/2X Holiday
ASBESTOS WORKER
Fire Safety Technician _ Class I C
(0-2000 h<s) $12.55 $5.17 $4.46 $0.90 8 $23.08 $29.36 $29.36 $35.63
Fire Safety Technician - Class II \:
(2001-4000hrs) $17.59 $5.17 $4.46 $1.26 8 $28.48 $37.28 $37.28 $46.07
Fire Safety Technician - Class II1e
(4001-6000 hrs) $18.56 $5.17 $4.46 $1.33 8 $29.52 $38.80 $38.80 $48.08
Fire Safety Technician - Class lye
(6001 or mOTe hrs) $21.33 $5.17 $4.46 $1.53 8 $32.49 $43.16 $43.16 $53.82
DETERMIr-iATION: SC-204-X-18-2006-1
ISSUE DATE: August 22,2006
EXPIRA TIO~ DATE OF DETER1\'1INA TION: June 30, 2007* Effective until superseded by a new detennination issued by the Director of Industrial
Relations. Contact the Division of Labor Statistics and Research (415) 703-4774 farthe new rates after 10 days from the expiration date, ifoo subsequent
determination is issued
LOCALITY: All localities within Imperial, loya, Kern, Los Angeles, Mono, Orange. Riverside, San Bernardino, San Diego, San Luis Obispo. Santa
Barbara. and Ventura counties.
PLlI~IBER
Fire Safety Technician _ Class I C
(0 -2000 hrs) $13.30 $5.27 $3.44 $1.00 $0.10 8 $23.11 $29.76 $29.76 $36.41
Fire Safety Technician - Class II C
(2001-4000 hrs) $18.20 $5.27 $3.44 $1.50 $0.10 8 $28.51 $37.61 $37.61 $46.71
Fire Safety Technician - Class III'
(4001-6000 hrs) $19.25 $5.27 $3.44 $1.50 $0.10 8 $29.56 $39.19 $39.19 $48.81
Fire Safety Technician - Class lye
(6001 or more hrs) $21.17 $5.27 $3.44 $2.50 $0.10 8 $32.48 $43.07 $43.07 $53.65
Rate applies to the first 4 daily overtime hours and the lirst 12 hours worked on Saturday. All other overtime is at the Sunday & Holiday rate.
Includes an amount for Occupational Health and Research (Applies to Asbestos Worker classifications only).
The 1st man on ajob site shall be a Class IV Fire Safety Technician. A Class IV must be on ajob site at all times.
Includes an amount per hour worked for Administrative Dues.
RECOG~IZED HOLIDA YS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the
collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the
Director of industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be
paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet
at htto://w\\w.dir.ccl.lwv/DLSRJPWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage
Unit at (415) 703-4774.
TRAVEL AND/OR SUBSISTENCE PA YMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or
subsistence payments to each worker to execute the work. Travel and/or subsistence requirements for each craft. classification or type of worker may be
obtained from the Prevailing Wage Unit at (415) 703-4774.
lID
GENERAL PREVAILING WAGE DETERMINA TlON MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEA VY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: # BOILERMAKER (FOR PIPELINES)
-
DETERMINA T10N: SC-14-X-9-2004-1
ISSUE DATE: February 22, 2004
EXPIRA T10N DATE OF DETERMINATION: June 30, 2004* Effective until superseded by new determination issued by the
Director of Industrial Relations. Contact the Division of Labor Statistics and Research at (4 I 5) 703-4774 for new rates after 10
days from the expiration date, _if no subsequent determination is issued.
tI!~
11I<'II'
LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San
Luis Obispo, Santa Barbara, and Ventura counties.
-
Emolover Payments
Strailzht- Time
Overtime Hourlv Rate
CLAsSIFICATION Basic Health Pensionb Vacation! Training Other Hours Total Daily Saturday Sunday/
(Journeyperson) Hourly and Holiday Payments Hourly Holiday
Rate Welfare Rate 11/2X 11/2X 2X
-
Boilermaker/
Boilermaker Welder $28.3 I $5.77 $7.50 a $0.50 $0.24 8 $42.32 $56.475 $56.475 $70.63
....,
# Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedules.
a Included in the Basic Hourly Rate.
b
Includes an amount for Annuity Trust Fund.
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall
be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed
on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively
bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government
Code. You may obtain the holiday provisions for the current determinations on the Internet at htto://www.dir.ca.l!ovIDLSR/PWD.
Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-
4774.
..~
TRAVEL AND!OR SUBSISTENCE PA YMENT: In accordance with Labor Code Sections 1773.1 and 1773.9: contractors shall
make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence
provisions for the current determinations on the Internet at htto://\\!w\\'.dir.ca.!!ov/DLSR/PWD. Travel and/or subsistence
requirements for each craft, classification or type of worker may be obtained from the Prevailing Wage Unit at (415) 703-4774.
-.
12-A
GENERAL PREVAILING WAGE DETERMINA nON MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHW A Y, HEA VY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: #LABORER AND RELATED CLASSIFICA TIONS
DETERMINATION: SC-23- I 02-2-2006-2
ISSUE DATE: August 22, 2006
EXPIRATION DATE OF DETERMINATION: June 30, 2007" The rate to be paid for work performed after this date has been
determined. Ifwork will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the
Division of Labor Statistics and Research for specific rates at (415) 703-4774.
LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo,
Santa Barbara. and Ventura counties.
Emolover Payments Straie:ht- Time Overtime Hourlv Rates
Classification a Basic Health Other Hours Total 0'1 b be Sunday
Pension Vacation! Training at y Saturday
(Journeyperson) Hourly and and Payment Hourly and
Rate Welfare Holidayd Rate 11/2X 11I2X Holiday
CLASSIFICATION GROUPS
Group 1 $22.84 4.16 5.25 3.16 0.47 0.27 8 36.15 47.57 47.57 58.99
Group 2 23.39 4.16 5.25 3.16 0.47 0.27 8 36.70 48.395 48.395 60.09
Group 3 23.94 4.16 5.25 3.16 0.47 0.27 8 37.25 49.22 49.22 61.19
Group 4 25.49 4.16 5.25 3.16 0.47 0.27 8 38.80 51.545 51.545 64.29
Group 5 25.84 4.16 5.25 3.16 0.47 0.27 8 39.15 52.07 52.07 64.99
#Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprenticeship Schedules.
a For classification within each group, see page 14.
b Any hours worked over 12 hours in a single workday are double (2) time.
C Saturdays in the same work week may be worked at straight-time if job is shut down during work \\leek due to inclement weather
or similar Act of God, or a situation beyond the employers control.
d Includes an amount per hour \\lorked for supplemental dues
RECOGNIZED HOLIDA YS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall
be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of\\lorker employed
on the project, which is on file with the Director ofIndustrial Relations. If the prevailing rate is not based on a collectively
bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government
Code. You may obtain the holiday provisions for the current determinations on the Internet at htto:l/\\i\v\V.dir.ca.~wv/DLSRlPWD.
Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at
(415) 703-4774.
TRA VEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall
make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence
provisions for the current determinations on the Internet at httD://\\'w\\.dir.ca.!2ov/DLSR/PWD. Travel and/or subsistence
requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
13
DETERMINATION: SC-2J.I02-2-2006-2
CLASSIFICATION GROUPS
GROUP)
Boring Machine Helper (Outside)
Cleaning and Handling of Pane] Forms
Concrete Screeding for Rough Strike-Off
Concrete, Water Curing
Demolition Laborer, the cleaning of brick if performed by an employee
performing any other phase of demolition work, and the cleaning of lumber
Fiberoptic Installation, Blowing, Splicing, and Testing Technician on public
right-of- way only
Fire Watcher, Limbers, Brush Loaders, Pilers and Debris Handlers
Flagman
Gas, Oil and/or Water Pipeline Laborer
Laborer, General or Construction
Laborer, General Cleanup
Laborer, Jetting
Laborer, Temporary Water and Air Lines
Plugging, Filling of Shee-Bolt Holes; Dry Packing of concrete and Patching
Post Hole DIgger (Manual)
Railroad Maintenance, Repair Trackman and Road Beds; Streelcar and Railroad
Construction Track Laborers
Rigging and Signaling
Scaler
Slip Form Raisers
Tarman and Mortar Man
Too] Crib or Tool House Laborer
Traffic Control by any method
Water Well Driller Helper
Window Cleaner
Wire Mesh Pulling - All Concrete Pouring Operations
GROVP2
Asphalt Shoveler
Cement Dumper (on I yard or larger mixer and handling bulk cement)
Cesspool Digger and Installer
Chucktender
Chute Man, pouring concrete, the handling of the chute from ready mix trucks,
such as walls, slabs, decks, floors, foundations, foolings, curbs, gutters and
sidewalks
Concrele Curer~Impervious Membrane and Form Oiler
Cutting Torch Operator (Demolition)
Fine Grader, Highways and Street Paving, Airport, Runways, and similar type
heavy construction
Gas, Oil and/or Water Pipeline Wrapper-Pot Tender and Form Man
Guinea Chaser
Headerboard Man-Asphalt
Installation of all Asphalt Overlay Fabric and Materials used for Reinforcing
Asphalt
Laborer, Packing Rod Steel and Pans
Membrane Vapor Barrier Installer
Power Broom Sweepers (small)
Riprap Stone paver, placing stone or wel sacked concrete
Roto Scraper and Tiller
Sandblaster (Pot Tender)
Septic Tank Digger and Inslaller (leadman)
Tank Scaler and Cleaner
Tree Climber, Faller, Chain Saw Operator, Pittsburgh Chipper and similar type
Brush Shredders
Underground Laborer, including Caisson Bellower
GROUPJ
Buggymobile Man
Compactor (all types including Tampers, Barko, Wacker)
Concrete Cutting Torch
Concrete Pile Cutter
Driller, Jackhammer, 2 ]/2 ft. drill steel or longer
Dri Pak-it Machine
Gas, Oil and/or Water Pipeline Wrapper - 6-inch pipe and over by any method,
inside and out
High Scaler (including drilling of same)
Impact Wrench, Multi-Plate
Kettlemen, Potmen and Men applying asphalt, lay-kold, creosote, lime caustic
and similar type materials
Laborer, Fence Builder
Material Hoseman (Walls, Slabs, Floors and Decks)
Operators of Pneumatic, Gas, Electric Tools, Vibrating Machines, Pavement
Breakers, Air Blasting, Come-A longs, and similar mechanical tools not
separately classified herein; operation of remote controlled robotic tools in
connection with Laborers work
Pipelayer's backup man, coating, grouting, making of joints, sealing, caulking,
diapering and including rubber gasket joints, pointing and any and all other
services
Power Post Hole Digger
Rock Slinger
Rotary Scarifier or Multiple Head Concrete Chipping Scarifier
Steel Headerboard Man and Guideline Setter
Trenching Machine, Hand Propelled
GROUP4
Any Worker Exposed to Raw Sewage
Asphalt Raker, Luteman, Ironer, Asphalt Dumpman, and Asphalt Spreader
Boxes (all types)
Concrete Core Cutter (walls, floors or ceilings), Grinder or Sander
Concrete Saw Man, Cutting Walls or Flat Work. Scoring old or new concrete
Cribber, Shorer, Lagging, Sheeting and Trench Bracing, Hand-Guided Lagging
Hammer
Head Rock Slinger
Laborer, Asphalt-Rubber Dislributor Boatman
Laser Beam in connection with Laborer's work
Oversize Concrete Vibrator Operator, 70 pounds and over
Pipelayer
Prefabricated Manhole Installer
Sandblaster (Nozzleman). Water Blasting, Porta Shot-Blast
Traffic Lane Closure, certified
GROUPS
Blasters Powderman
Driller
Toxic Waste Removal
Welding, certified or otherwise in connection with Laborers' work
-
14
GENERAL PREVAILING W AGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEA VY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: TUNNEL WORKER (LABORER)
DETERMINATION: SC-23-I02-12-2005-1
ISSUE DA TE: August 22, 2005
EXPIRA nON DATE OF DETERMINA nON: June 30, 2006' Effective until superseded by a new determination issued by the Director of
Industrial Relations. Contact the Division of Labor Statistics and Research at (415) 703-4774 for the new rates after 10 days from the
expiration date, if no subsequent determination is issued.
LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and
Ventura Counties.
Emnlover Payments Straig:ht- Time Overtime Hourly Rate
Classification Basic Health Pension Vacation! Training Other Hours Total Daily Saturday Sunday
(Journey person) Hourly and Holiday Payments Hourly and
Rate Welfare Rate I 1/2X' 11/2X' Holiday
Group I $24.28 $4.16 $5.35 '$3.07 $.37 $0.25 8 $37.48 $49.62 $49.62 $61.76
Group II 24.60 4.16 5.35 a3.07 .37 $0.25 8 37.80 50.10 50.10 62.40
Group iii 25.06 4.16 5.35 '3.07 .37 $0.25 8 38.26 50.79 50.79 63.32
Group lVb 25.75 4.16 5.35 a3.07 .37 $0.25 8 38.95 51.825 51.825 64.70
~ Includes an amount per hour worked for supplemental dues.
b The classification ;'Shaft and Raise Work" shall be applicable to all work from the entrance to the shaft or raise and including surge chambers. This
classification shall apply to all work involving surge chambers up to ground level.
C All \vork perfonned over 12 hours in a single work day shall be paid for at double time (2x).
CLASSIFIC,\ TIONS
Croun I
Batch Plant Laborer
Changehouseman
Dumpman
Outside Dumpman
Loading and Unloading Agitator Cars
Nipper
Pot Tender using mastic or other materials
Rollover Dumpman
Shoterete Man (helper)
S~vamper (Brakeman and Switchman on tunnel work)
Tool Man
Tunnel Materials Handling Man
Croun II
Bull Gang Mucker
Trackman
Chemical Grout Jelman
Chucktender
Cabletender
Concrete crc\v-include Rodders and Spreaders
Grout Mixerman
Grout Pumpman
Operating ofTrowling and/or Grouting Machines
Vibratorman
Jack Hammer Pneumatic Tools (except driller)
Croun III
Blaster
Driller
Powderman
Cherry Pickennan
Grout Gunman
Jackleg Miner
Jumbo Man
Kemper and other Pneumatic Concrete Placer Operator
Miner. Tunnel (hand or machine)
Micro-Tunneling, Micro-Tunneling Systems
Nozzleman
Powderman-Primer House
Primer Man
Sandblaster
Segment Erector
Steel Form Raiser and Setter
Timberman. Retimbennan, wood or steel
Tunnel Concrete Finisher
Croun IV
Shaft and Raise Workb
Diamond Driller
RECOGNIZED HOllDA YS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining
agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the,
prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government
Code You may obtain the holiday provisions for the current determinations on the Internet at httn://wwwdircal!ov,'l)[SRipWD Holiday provisions for current or
superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
TRA VEL A:'oIDIOR SllBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773,1 and 1773.9, contractors shall make travel and/or subsistence payments to
~~ch worker to execute the work You may obtain the travel and/or subsistence provisions for the current detenninations on the Internet at bJW_~.\..\.l\:\\ di[ca,l.wv/DI.SR.'I'WQ
Travel and/or subsistence requirements for current or superseded detenninations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774
15
GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWA Y, HEA VY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: GUNITE WORKER (LABORER)
-
DETERMINA TION: SC-102-345-1-2006-1
ISSUE DATE: August 22, 2006
EXPIRATION DATE OF DETERMINATION: December 31, 2006*' The rate to be paid for work performed after this date has been
determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact
the Division of Labor Statistics and Research for specific rates at (415) 703-4774.
".
LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa
Barbara, and Ventura counties.
..
Emolover Payments Straight-Time Overtime Hourlv Rate
Classification Basic Health Pension Vacation Other Hours Total Daily Saturday' Sunday
(Journeyperson) Hourly and and Payments Hourly and
Rate Welfare Holiday Rate 1 J/2Xb 2X 1I/2X' 2X Holiday
~'-
Ground Wire Man,
Nozzleman, Rodman $24.44' 4.15 8.70 . 3.51 0.02 8 40.82 53.04 65.26 53.04 65.26 65.26
Gunman 23.49' 4.15 8.70 . 3.5 I 0.02 8 39.87 51.615 63.36 51.615 63.36 63.36
19.95' . 3.5 I 36.33 56.28 56.28 -
Reboundman 4.15 8.70 0.02 8 46.305 46.305 56.28
Entry-Level Gunite Worker
Step I' (0-1000 hours) 13.70' 0.00 3.45 . 3.51 0.02 8 20.68 27.53 34.38 27.53 34.38 34.38
Entry-Level Gunite Worker
Step 2' (1001- 2000 hours) 15.70' 0.00 3.45 . 3.51 0.02 8 22.68 30.53 38.38 30.53 38.38 38.38
a Includes an amount per hour worked for Supplemental Dues.
b Rate applies to the first 3 overtime hours.
e Rate applies to the first II overtime hours.
dEmployees working from a Bos'n's Chair or suspended from a rope or cable shall receive $OAO/hour above this rate.
eRatio is one Entry- Level Gunite Worker for the 1 st 4 Journeymen (although the Entry-Level Gunite Worker may be the 2nd worker on the
job) and 1 Entry-Level Gunite Worker for every 4 Journeymen thereafter (the Entry-Level Gunite Worker may not be on the job until after
all 4 Journeymen are on the job).
r In the event it is not reasonably possible to complete forty (40) hours of work on an eight (8) hour day shift, Monday through Friday, then.
the balance of the forty (40) hours may be worked on Saturday at the straight time rate.
-.
RECOGNIZED HOLIDA YS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all
holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project,
which is on file with the Director of Industrial Relations. Iflhe prevailing rate is not based on a collectively bargained rate, the holidays
upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday
provisions for the current detenninations on the Internet at htto://vo,'\\'w.dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded
determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
TRA VEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773. I and 1773.9, contractors shall make
travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the
current detenninations on the Internet at htto://www.dir.ca.gov/DLSR/PWD. Travel and/or subsistence requirements for current or
superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
--
16
GENERAL PREY AILING W AGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWA Y, HEA YY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: HOUSEMOYER (LABORER)
DETERMINA TlON: SC- I 02-;07-1-2000- I
ISSUE DATE: February 22, 2000
EXPIRA TION DATE OF DETERMINATION: April 1,2000* Effective until superseded by a new determination issued by the
Director of Industrial Relations. Contact the Division of Labor Statistics and Research (41;) 703-4774 for the new rates after 10
days from the expiration date, ifno subsequent determination is issued.
LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo,
Santa Barbara and Ventura Counties
Emolover Pavrnents Strahzht- Time Overtime Hourlv Rates
Classification Basic Health Pension Vaeation! Hours Total Daily Saturday' Sunday
(Journey person) Hourly and Holiday Hourly and
Rate Welfare Rate 11/2X 11I2X Holiday
Housernover $1;.37 $4.00 $3.14 '$1.0; 8 $23.;6 $31.24; $31.24; $38.93
Yard Maintenance Worker 1;.12 4.00 3.14 ' 1.0; 8 23.3 I 30.87 30.87 38.43
Trainee 0 - 3 Months 7.87 4.00 3.14 ' 1.05 8 16.06 19.995 19.995 23.93
3 - 6 Months 8.22 4.00 3.14 ' 1.0; 8 16.41 20.52 20.52 24.63
6 - 9 Months 8.57 4.00 3.14 ' 1.05 8 16.76 21.045 21.045 25.33
9 - 12 Months 8.92 4.00 3.14 . 1.05 8 17. I I 21.57 21.57 26.03
12 - 15 Months 9.27 4.00 3.14 ' 1.05 8 17.46 22.09; 22.095 26.73
15 - 18 Months 9.62 4.00 3.14 ' 1.05 8 17.81 22.62 22.62 27.43
18 - 21 Months 9.97 4.00 3.14 ' 1.05 8 18.16 23.145 23.145 28.13
21 - 24 Months 10.32 4.00 3.14 ' 1.05 8 18.51 23.67 23.67 28.83
a Includes an amount per hour worked for supplemental dues.
b Saturdays in the same work week may be worked at straight-time if job is shut down during the normal workweek due to
inclement weather.
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall
be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed
on the project, which is on file with the Director ofIridustrial Relations, If the prevailing rate is not based on a collectively
bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government
Code. You may obtain the holiday provisions for the current determinations on the Internet at htto://\\\\\\",dir.ca,gov/OLSR/PWD.
Holiday provisions for current or superseded detenninations may be obtained by contacting the Prevailing Wage Unit at (415) 703-
4774.
TRA VEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773. I and 1773.9, contractors shall
make travel and/or subsistence payments to each worker to execute the work. Travel and/or subsistence requirements for each
craft, classification or type of worker may be obtained from the Prevailing Wage Unit at (4 I 5) 703-4774.
17
STATE OF CALIFORNIA
DEPARTMENT OF INDUSTRIAL RELATIONS
Office of the Director
455 Golden Gate A venue, 10th Floor
San Francisco, CA 94102
Arnold Schwarzenegger, Governor
MAILING ADDRESS:
P. O. Box 420603
San Francisco, CA 94142-0603
e
August 22, 2006
,.
NOTICE REGARDING ADVISORY SCOPE OF WORK FOR
THE SOUTHERN CALIFORNIA AND SAN DIEGO
LANDSCAPE/IRRIGA TION LABORER/TENDERS'
GENERAL PREVAILING WAGE DETERMINATIONS
The classifications and types of work listed below, as identified in the Laborers' 2003.2008
Landscape Master Agreement by and between the Southern California District Council of
Laborers and California Landscape and Irrigation Council, Inc., have not been published or
recognized by the Department of Industrial Relations in the August 22, 2006 issuance of the
Southern California and San Diego Landscape/Irrigation Laborer/Tenders' general determinations,
SC.I02-X-14-2006-1 and SD-I02-X-14-2006-I. The rates associated with these unrecognized
classifications and types of work SHALL NOT be applied or used on public works projects for
the associated type of work.
-
The following classifications and types of work have not been adopted for public works projects:
-
Classifications
. Landscape/Irrigation Equipment Operator
. Landscape/Irrigation Truck Driver
Tvpes of Work
. The operation of horizontal directional drills, including operation of drill and electronic
tracking device (locator) and related work.
. Installation and cutting of pavers and paving stones.
. Operation of pilot trucks.
. *The operation of all landscape/irrigation equipment and landscapelirrigation trucks.
"
* This shall include all of the classifications listed in the prevailing wage determinations
for Landscape Operating Engineer (SC-63- I 2-33-2006- I), Operating Engineers
(SC-23-63-2-2006-2 and SD-23.63-3-2005- I), and Teamster (SC-23-26 I -2-2005- I
and SD-23-261-3-2006-1) in all the Southern California counties, including San Diego County.
.~
GENERAL PREY AILING W AGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEA YY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: #LANDSCAPE/IRRIGATlON LABORERlTENDER
DETERMINA T10N: SC-102-X-14-2006-1
ISSUE DATE: August 22, 2006
EXPIRATION DATE OF DETERMINATION: July 31,2007** The rate to be paid for work performed after this date has been
determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into nov.,:.
Contact the Division of Labor Statistics and Research for specific rates at (415) 703-4774.
LOCALITY: All localities within Imperial, In)'o, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo,
Santa Barbara and Ventura counties.
Emplover Payments Straight-Time Overtime Hourlv Rate
CLASSIFICA TION Basic Health Pension Vacation Training Other Hours Total Dailyb Saturday' Sunday/
(Journey person) Hourly and and Hourly Holiday
Rate Welfare Holiday Rate 11/2X 11/2X 2X
Landscape/Irrigation Laborer $22.24 $4.15 $5.25 $3.16' $0.47 $0.27 8 $35.54 $46.66 $46.66 $57.78
Landscape Hydro Seeder $23.34 $4.15 $5.25 $3.16' $0.47 $0.27 8 $36.64 $48.31 $48.31 $59.98
DETERMINATION: SC-I02-X-14-2006-1A
ISSUE DATE: August 22, 2006
EXPIRA TION DATE OF DETERMINA TION: July 3 1,2007** The rate to be paid for work performed after this date has been
determined. rfwork will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now.
Contact the Division of Labor Statistics and Research for specific rates a1(415) 703-4774.
Landscape/Irrigation Tender' $10.99 $3.05
$0.51'
$0.21 8 $14.76 $20.255 $20.255 $25.75
# Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprenticeship Schedules.
a Includes an amount per hour worked for supplemental dues.
b Rate applies to first 4 daily overtime hours and the first 12 hours on Saturday. All other time is paid at the Sunday and Holiday double-
time rate.
C The first employee on the job shall be a Landscape/Irrigation Laborer. The second employee on the jobsite may be a Tender. Thereafter,
Tenders may be employed \\lith Landscape/Irrigation Laborers in a SO/50 ratio on each jobsite.
RECOGNIZED HOLIDA YS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be
all holidays in the collective bargaining agreement, applicable to the particular craft, c1assitication,-or type of worker employed on the
project, \vhich is on file \\lith the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,
the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may
obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSRlPWD. Holiday provisions
for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
TRA VEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall
make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions
for the current determinations on the Internet at htto://\\ \\\\ .dir.ca.lwv/DLSR/PWD. Travel and/or subsistence requirements for each
craft, classification or type of worker may be obtained from the Prevailing Wage Unit at (415) 703-4774.
18-A
GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
CRAFT: ## LANDSCAPE MAINTENANCE LABORER
DETERMINATION: SC-LML-2006-1
ISSUE DATE: August 22, 2006
EXPIRATION DATE OF DETERMINATION: September 30,2006' Effective until superseded by a new determination
issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at (415) 703-4774 for the
new rates after 10 days from the expiration date. ifno subsequent detennination is issued.
Emolover Payments Straight-Time Overtime
LOCALITY: Basic Health Pension Vacation Holiday Training Hours Total 11/2X
Hourly and Hourly
Rate Welfare Rate
Imperial $6.75 . 0.1 15 0.17 8 b7.035 b10.41
Inyo, Mono and San Bernardino 6.75 0.30 0.17 8 7.22 10.595
Kern 6.75 ' 0.16 0.17 8 b7.08 b10.455
10.00 d 0.27 0.46 8 b10.73 b15.73
Los Angeles 6.75 0.89 '0.115 0.14 8 b7.895 bl1.27
Orange 6.75 f 0.1 I 0.11 8 b6.97 b10.345
Riverside 6.75 g 0.20 0.16 8 b7.11 b 1 0.485
San Diego 6.75 0.22 0.115 8 7.085 10.46
6.75 0.24 0.12 8 7.11 10.485
San Luis Obispo 7.50 k 0.15 0.15 8 7.80 11.55
8.00 '0.16 0.16 8 8.32. 12.32
Santa Barbara 6.75 h 0.12 0.12 8 b6.99 b10.365
7.00 '0.13 0.13 8 b7.26 b10.76
Ventura 6.75 0.115 0.16 8 7.025 10.40
7.00 2.97 J 0.19 0.26 8 b10.42 b13.92
## Craft is not apprenticeable.
...
...
NOTE: If there are two rates, the first rate is for routine work, the second rate is for complex work.
a $0.22 after 3 years of service.
b Computation is based on the first years of employment. This
rate should be increased by any applicable vacation increase
as stated in other footnotes.
c $0.31 after 2 years of service.
d $0.54 after 2 years of service: $0.81 after 3 years of service.
'$0.24 after 3 years of service: $0.37 after 7 years of service.
f $0.22 after 4 years of service.
g $0.40 after 3 years of service.
h $0.23 after 2 years of service.
I $0.27 after 2 years of service.
J $0.38 after 3 years of service.
k $0.29 after 2 years of service.
I $0.31 after 2 years of service.
-.
RECOGNIZED HOLlDA \'5: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all
holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project,
which is on file with the Director ofIndustrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon
which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions
for the current determinations on the Internet at htto://www.dir.ca.20vIDLSRlPWD. Holiday provisions for current or superseded
determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
-
-,
TRA VEL AND/OR SUBSISTENCE PA YMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel
and/or subsistence payments to each worker to execute the work. You may obtain the travel and subsistence provisions for the current
determinations on the Internet at htto://www.dir.ca.2ovIDLSRlPWD. Travel and subsistence provisions for current or superseded
determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
18C
GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEA VY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: ASBESTOS AND LEAD ABA TEMENT (LABORER)
DETERMINATION: SC-I02-882-1-2006-1
ISSUE DATE: February 22, 2006
EXPIRA TION DATE OF DETERMINATION: December 31, 2006*. Effective until superseded by a new determination issued by the
Director oflndustrial Relations. Contact the Division of Labor Statistics and Research at (415) 703-4774 forthe new rates after ten days from the
expiration date iroo subsequent determination is issued.
LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San
Luis Obispo, Santa Barbara and Ventura Counties
EMPLOYER PA YMENTS STRAIGHT-TIME OVERTIME HOURL Y RATES
Classification Basic Health Pension Vacation! Training Other Hours Total Daily Saturday Sundayl
(Journeyperson) Hourly and Holiday' Hourly Holiday
Rate Welfare Rate 1I/2X 11/2X 2X
Asbestos and Lead
Abatement Worker $23.20 4.16 3.40 2.97 0,37 0.10 8 $34.20 $45.80 $45.80 $57.40
Includes an amount for supplemental dues.
NOTE: Asbestos Abatement must be trained and the work conducted according to the Code of Federal Regulations 29 CFR
1926.58, the California Labor Code 6501.5 and the California Code of Regulations Title 8, Section 5208. Contractors must be
certified by the Contractors' State License Board and registered with the Division of Occupational Safety and Health (DOSH). For
further information, contact the Asbestos Contractors Abatement Registration Unit, DaSH at (415) 703-5191.
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall
be all holidays in the collective bargaining agreement, applicable to the particular craft, c(assific~tion, or type of worker employed
on the project, which is on file with the Director oflndustrial Relations. If the prevailing rate is not based on a collectively
bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government
Code. You may obtain the holiday provisions for the current determinations on the lnternet at httn:/l\vw\v.dir.ca.l!ov/DLSRlPWD.
Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-
4774.
TRA VEL AND/OR SUBSISTENCE PA YMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall
make travel and/or subsistence payments to each worker to execute the work. You may obtain the Travel and/or subsistence
provisions for the current determinations on the Internet at htto:l/w\\'\v.dir.ca.gov/DLSR/P\\rD. Travel and/or Subsistence
provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703.4774.
18-0
GENERAL PREV AILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHW A y, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: # PARKING AND HIGHWAY IMPROVEMENT
(STRIPING, SLURRY AND SEAL COAT OPERATIONS-LABORER)
DETERMINATION: SC-23-102-6-2006-1
ISSUE DATE: August 22, 2006
EXPIRATION DATE OF DETERMINATION: June 30, 2007" The rate to be paid for work performed after this date has been
determined. I f work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now.
Contact the Division of Labor Statistics and Research at (415) 703-4774.
LOCALITY: All localities within Imperial, Inyo. Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis
Obispo, Santa Barbara and Ventura counties.
Emolover Payments Straieht- Time Overtime Hourlv Rates
Classification Basic Health Pension Vacation! Training Other Hours Total Daily 6th & 7th Holiday
(J ourneyperson) Hourly and Holiday Hourly Day
Rate Welfare Rate II/2X 11/2X 2X
CLASSIFICATION GROUPS
Group I $24.52 $4.16 $2.92 $3.30' $0.96 $0.27 8 "$36.13 $48.39 ' $48.39 $60.65
Group 2 25.82 4.16 2.92 3.30' 0.96 027 8 " 37.43 50.34 ' 50.34 63.25
Group 3 27.83 4.16 2.92 3.30' 0.96 0.27 8 " 39.44 53.36 ' 53.36 67.27
Group 4 29.57 4.16 2.92 3.30' 0.96 0.27 8 " 41.18 55.97 ' 55.97 70.75
# Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedules.
a Includes an amount per hour worked for Supplemental Dues.
b Straight-time hours: 8 consecutive hours per day. 40 hours over 5 consecutive days, Monday through Sunday shall constitute a week's work at
straight time.
, The sixth consecutive day in the same work week may be worked at straight-time if job is shut down during work week due to inclement
\....eather.
-
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all
holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project,
which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays
upon \vhich the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday
provisions for the current determinations on the Internet at htto:l/www.dir.ca.2ov/DLSRlPWD. Holiday provisions for current or
superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
>1''''
TRA VEL AND/OR SUBSISTENCE PA YMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make
travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the
current determinations on the Internet at httD://www.dir.ca.2.ov/DLSRJP\VD. Travel and/or subsistence requirements for current or
superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
CLASStFICA nON GROUPS:
Graun 1
Protective coating, Pavement sealing
(repairs and filling of cracks by any
method to parking lots, game courts and
playgrounds)
Installation of carstops
Traffic Control Person & Serviceman;
including work of installing and
protecting utility covers, traffic
delineating devices, posting of no parking
and notifications for public convenience
Asphalt Repair
Equipment Repair Technician
GrOUD 2
Traffic Surface Abrasive Blaster
Pot Tender
Traffic Control Person/Certified Traffic
Control Person
Repairing and filling of cracks and surface
cleaning on streets, highways, and
airports by any means, and other work
not directly connected with the
application of slurry seal
Slurry Seal Squeegeeman (finisher)
18E
GrOUD 3
Traffic Delineating Device Applicator
Traffic Protective System Installer
Pavement Marking Applicator
Slurry Seal Applicator Operator (Line
Driver)
Shuttleman (loader/slurry machine
operations) operation of all related
machinery and equipment
.....<
Group 4
Traffic Striping Applicator
Slurry Seal Mixer Operator
Power Broom Sweeper (operation of all
related machmery and equipment)
GENERAL PREVAILING WAGE DETERMINA nON MADE BY THE DIRECTOR OF INDUSTRIAL RELA nONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHW A Y, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: # CEMENT MASON
DETERMINA nON: SC-23-203-2-2006-1
ISSt:E DATE: August 22, 2006
EXPIRATION DATE OF DETERMINATION: June 30, 2007" The rate to be paid for work performed after this date has been detennined. If
\vork will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Division of
Labor Statistics and Research at (415) 703-4774.
LOCALITY: All localities within Imperial, loyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and
Ventura counties.
Emolover Pa"'ments Strai2ht-Time Overtime HOUTh Rate
CLASSIFICATION Basic Health Pension Vacation/ Training Other Hours Total Daily 'Saturday Sunday
(JOURNEYPERSON) Hourly and Holiday Payments Hourly and
Rate Welfare Rate 11/2X ] 1/2X Holiday
Cement Mason. Curb and
Gutter Machine Operator; Clary and
Similar Type of Screed Operator
(Cement only); Grinding Machine
Operator (all types); Jackson
Vibratory, Texas Screed and Similar
Type Screed Operator;
Scoring Machine Operator $2605 4.99 580 "511 0,38 0.12 42.45 '55.475 '55475 68.50
Magnesite, magnesite-terrazzo and
mastic composition, Epoxy,
Urethanes and exotic coatings,
Dex-O-Tex 26.17 4,99 5.8D "5.11 0.38 D.12 8 42,57 '55.655 '55,655 68.74
Floatmg and
Troweling Machine Operator 26.3D 4.99 5.8D b511 0,38 D.12 8 4270 '55,85 '5585 69.00
# Indicates and apprenticeable craft. 'Rates for apprentices are available in the General Prevailing Wage Apprenticeship Schedules.
a Saturdays in the same work week may be \vorked at straighHime rates ifajob is shut down during normal work week due to inclement weather.
b Includes an amount for supplemental dues.
C Rate applies to the first 4 overtime hours. All other time is paid al the double time (2X) rate.
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all
holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project,
\\'hich is on file with the Director ofIndustrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays
upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday
provisions for the current determinations on the Internet at hUD://ww\\.dir.ca.!.wv/DLSR/PWD. Holiday provisions for current or superseded
determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
TRA VEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make
travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the
current determinations on the Internet at httD:/.-\\\vw.dir.ca.l!ov/DLSR/PWD. Travel and/or subsistence requirements for current or
superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
20
GENERAL PREVAILING WAGE DETERMINA nON MADE BY THE DIRECTOR OF INDUSTRIAL RELA nONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEA VY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: TEAMSTER
(APPLIES ONLY TO WORK ON THE CONSTRUCTION SITE)
DETERMINA TION: SC-23-261-2-2005-1
ISSUE DATE: August 22, 2005
EXPIRA TION DATE OF DETERMINA T10N: June 30, 2006" Effective until superseded by a new determination issued by the
Director of Industrial Relations. Contact the Division of Labor Statistics and Research at (415) 703-4774 for the new rates after ten
days from the expiration date ifno subsequent determination is issued.
LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo,
Santa Barbara and Ventura Counties
Emolover Payments Straieht- Time Overtime Hourlv Rates
ClassificationC Basic Health Pension Vacation! Training Other Hours Total Daily' . Saturday d Sunday/
(Journey person) Hourly and Holiday Payments Hourly Holiday
Rate Welfare Rate 1I/2X I I/2X 2X
Group I 23.54 7.32 4.80 2.60' .92 .12 8 39.30 51.07 51.07 62.84
Group II 23.69 7.32 4.80 2.60' .92 .12 8 39.45 51.295 51.295 63.14
Group III 23.82 7.32 4.80 2.60' 92 .12 8 39.58 51.49 51.49 63.40
Group IV 24.01 7.32 4.80 2.60' .92 .12 8 39.77 51.775 51.775 63.78
Group V 23.95 7.32 4.80 2.60' .92 .12 8 39.71 51.685 51.685 63.66
Group VI 24.07 7.32. 4:80 2.60' .92 .12 8 39.83 51.865 51.865 63.90
Group VII 24.32 7.32 4.80 2.60' .92 .12 8 40.08 52.24 52.24 64.40
Group VIII 24.57 7.32 4.80 2.60' .92 .12 8 40.33 52.615 52.615 64.90
Group I X 24.77 7.32 4.80 2.60' .92 .12 8 40.53 52.915 52.915 65.30
Group X 25.07 7.32 4.80 2.60' .92 .12 8 40.83 53.365 53.365 65.90
Group Xl 25.57 7.32 4.80 2.60' .92 .12 8 41.33 54.115 54.115 66.90
Subjourneymanb
0-2000 hours 11.50 7.32 4.80 1.20' .92 .12 8 25.86 31.61 31.61 37.36
2001.4000 hours 13.50 7.32 4.80 1.453 .92 .12 8 28.11 34.86 34.86 41.61
4001-6000 hours 15.50 7.32 4.80 1.70' .92 .12 8 30.36 38.11 38. t 1 45.86
Over 6000 hours and thereafter at journeyman rates
a Includes an amount for supplemental dues.
b Subjourneyman may be employed at a ratio of one subjourneyman for every five journeymen.
C For classifications within each group, see page 21A.
'Rate applies to the first 4 daily overtime hours and the first 12 hours on Saturday. All other overtime is paid at the SundaylHoliday
double-time rate.
RECOGNIZED HOLIDA YS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall
be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed
on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively
bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government
Code. Vou may obtain the holiday provisions for the current determinations on the Internet at htto://\n-vw.dir.ca.lZov/DLSR/PWD.
Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-
4774.
TRA VEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall
make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence
provisions for the current determinations on the Internet at htto://\vw\I,-.dir.ca.gov/DLSRiP\VD. Travel and/or subsistence
requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (4 I 5) 703-4774.
21
DETERMINATION: SC-23-261-2-2005-1
Group I
Warehouseman and Teamster
Group II
Driver of Vehicle or Combination of Vehicles - 2 axles
Traffic Control Pilot Car, excluding moving heavy equipment
permit load
Truck Mounted Power Broom
Group III
Driver ofYehicle or Combination ofYehicles. 3 axles
Bootman
Cement Mason Distribution Truck
Fuel Truck Driver
Water Truck - 2 axles
Dump Truck of less than 16 yards water level
Erosion Control Driver
Grouo IV
Driver of Transit Mix Truck-Under 3 yds
Dumpcrete Truck Less than 6 1/2 yards water level
Truck Repairman Helper
Groun V
Water Truck 3 or more axles
Warehouseman Clerk
Working Truck Driver
Truck Greaser and Tireman - $0.50 additional for Tireman
Pipeline and Utility Working Truck Driver, including
Winch Truck and Plastic Fusion, limited to Pipeline and
Utility Work
Slurry Truck Driver
Group VI
Driver of Transit Mix Truck - 3 yds or more
Dumpcrete Truck 6 1/2 yds water level and over
Driver of Vehicle or Combination of Vehicles - 4 or more axles
Driver of Oil Spreader Truck
Dump Truck 16 yds to 25 yds water level
Group VII
A Frame, Swedish Crane or Similar
Forklift Driver
Ross Carrier Driver
Group VIII
Dump Truck 25 yds to 49 yards water level
Truck Repairman
Water Pull Single Engine
Welder
Group IX
Truck Repairman Welder
Low Bed Driver, 9 axles or over
GrOUD X
Water Pull Single Engine with attachment
Dump Truck - 50 yards or more \vater level
Group XI
Water Pull Twin Engine
Water Pull Twin Engine with attachments
Winch Truck Driver - $0.25 additional when operating a Winch
or similar special attachments.
21A
GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWA Y, HEA VY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: TEAMSTER (SPECIAL SHIFT)
(APPLIES ONLY TO WORK ON THE CONSTRUCTION SITE)
DETERMINA TION: SC-23-26 1-2-2005- I
ISSUE DATE: August 22, 2005
EXPIRATION DATE OF DETERMINATION: June 30, 2006* Effective until superseded by a new determination issued by the
Director of Industrial Relations. Contact the Division of Labor Statistics and Research at (4 I 5) 703-4774 for the new rates after ten
days from the expiration date if no subsequent determination is issued.
LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo,
Santa Barbara and Ventura Counties
Emo]over Pav ments Strail!ht-Time Overtime Hourlv Rates
ClassificationC Basic Health Pension Vacation/ Training Other Hours Total Daily' Saturday' Sundayl
(Journey person) Hourly and Holiday Payments Hourly Holiday
Rate Welfare Rate 11/2X 1112X 2X
Group I 24.04 7.32 4.80 2.60' .92 .12 8 39.80 51.82 51.82 63.84
Group II 24.19 7.32 4.80 2.60' .92 .12 8 39.95 52.045 52.045 64.14
Group III 24.32 7.32 4.80 2.60' .92 .12 8 40.08 52.24 52.24 64.40
Group IV 24.51 7.32 4.80 2.60' .92 .12 8 40.27 52.525 52.525 64.78
Group V 24.45 7.32 4.80 2.60' .92 .12 8 40.21 52.435 52.435 64.66
Group VI 24.57 7.32 4.80 2.60' .92 .12 8 40.33 52.615 52.615 64.90
Group VII 24.82 7.32 4.80 2.60' .92 .12 8 40.58 52.99 52.99 65.40
Group VIII 25.07 7.32 4.80 2.60' .92 .12 8 40.83 53.365 53.365 65.90
Group IX 25.27 7.32 4.80 2.60' .92 .12 8 41.03 53.665 53.665 66.30
Group X 25.57 7.32 4.80 2.60' .92 .12 8 41.33 54.115 54. 115 66.90
Group XI 26.07 7.32 4.80 2.60' .92 .12 8 41.83 54.865 54.865 67.90
Subjourneymanb
0-2000 hours 12.00 7.32 4.80 1.20' .92 .12 8 26.36 32.36 32.36 38.36
2001-4000 hours 14.00 7.32 4.80 l.4S! .92 .12 8 28.61 35.61 35.61 42.61
4001-6000 hours 16.00 7.32 4.80 1.70' .92 .12 8 30.86 38.86 38.86 46.86
Over 6000 hours and thereafter at journeyman rates
a Includes an amount for supplemental dues.
b Subjoumeyman may be employed at a ratio of one subjourneyman for every five journeymen.
~ For classifications \vithin each group, see page 21A.
d Rate applies to the first 4 daily overtime hours and the first 12 hours on Saturday. All other overtime is paid at the Sunday/Holiday
double-time rate.
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be
all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the'
project, which is on file with the Director ofIndustrial Relations. If the prevailing rate is not based on a collectively bargained rate,
the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may
obtain the holiday provisions for the current determinations on the Internet at htto://www.dir.ca.l!ov/DLSR/PWD. Holiday provisions
for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (4 I 5) 703-4774.
TRA VEL AND/OR SUBSISTENCE PA YMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall
make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence
provisions for the current determinations on the Internet at htto:/lwv'iw.dir.ca.!!ov/DLSR/PWD. Travel and/or subsistence
requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
21B
GENERAL PREVAILING W AGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHW A Y, HEA VY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: TEAMSTER (SECOND SHIFT)
(APPLIES ONLY TO WORK ON THE CONSTRUCTION SITE)
DETERMINA TION: SC-23-261-2-2005-1
ISSUE DATE: August 22, 2005
EXPIRATION DATE OF DETERMINATION: June 30, 2006* Effective until superseded by a new determination issued by the
Director of Industrial Relations. Contact the Division of Labor Statistics and Research at (415) 703-4774 for the new rates after ten
days from the expiration date if no subsequent determination is issued.
LOCALITY: All localities within Imperial, Inyo, Kem, Los Angeles, Mono, Orange, Riverside, San Bemardino, San Luis Obispo,
Santa Barbara and Ventura Counties
Emolover Payments Straieht-Time Overtime Hourlv Rates
ClassificationC Basic Health Pension Vaeationl Training Other Hours' Total Dailye Saturdaye Sundayl
(Journeyperson) Hourly and Holiday Payments Hourly Holiday
Rate Welfare Rate 11/2X 11/2X 2X
Group I 24.54 7.32 4.80 2.60' .92 .12 8 40.30 52.57 52.57 64.84
Group II 24.69 7.32 4.80 2.60' .92 .12 8 40.45 52.795 52.795 65.14
Group III 24.82 7.32 4.80 2.60' .92 .12 8 40.58 52.99 52.99 65.40
Group IV 25.01 7.32 4.80 2.60' .92 .12 8 40.77 53.275 53.275 65.78
Group V 24.95 7.32 4.80 2.60' .92 .12 8 40.71 53.185 53.185 65.66
Group VI 25.07 7.32 4.80 2.60' .92 .12 8 40.83 53.365 53.365 65.90
Group VII 25.32 7.32 4.80 2.60' .92 .12 8 41.08 53.74 53.74 66.40
Group VIII 25.57 7.32 4.80 2.60' .92 .12 8 41.33 54.115 54.115 66.90
Group IX 25.77 7.32 4.80 2.60' .92 .12 8 41.53 54.415 54.415 67.30
Group X 26.07 7.32 4.80 2.60' .92 .12 8 41.83 54.865 54.865 67.90
Group XI 26.57 7.32 4.80 2.60' .92 .12 8 42.33 55.615 55.615 68.90
Subjourneymanb
0-2000 hours 12.50 7.32 4.80 1.20' .92 .12 8 26.86 33.11 33.11 39.36
2001-4000 hours 14.50 7.32 4.80 1.45' .92 .12 8 29.11 36.36 36.36 43.61
4001-6000 hours 16.50 7.32 4.80 1.70' .92 .12 8 31.36 39.61 39.61 47.86
Over 6000 hours and thereafter at journeyman rates
a Includes an amount for supplemental dues.
b Subjourneyman may be employed at a ratio of one subjourneyman for every five journeymen.
C For classifications within each group, see page 21A.
'The third shift shall work 6.5 hours, exclusive of meal period, for which 8 hours straight-time shall be paid at the non-shift rate,
Monday through Friday.
e Rate applies to the first 4 daily overtime hours and the first J 2 hours on Saturday. All other overtime is paid at the Sunday/Holiday
double~time rate.
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be
all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the
project, which is on file with the Director oflndustrial Relations. If the prevailing rate is not based on a collectively bargained rate,
the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may
obtain the holiday provisions for the current determinations on the Internet at htto://www.dir.ca.l!ov/DLSR/PWD. Holiday provisions
for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
TRA VEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall
make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence
provisions for the current determinations on the Internet at htto://ww\\'.dir.ca.!!o\"lDLSRIP\\.'D. Travel and/or subsistence
requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (4 I 5) 703-4774.
21C
GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DiRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER \, ARTICLE 2, SECTIONS ]770,1773 AND 1773]
FOR COMMERC]AL BUILDING. H]GHWA Y, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: # HORIZONTAL DIRECTIONAL DRILLING
DETERMINATION: SC-]02-1184.].2006.1
ISSUE DATE: August 22. 2006
EXPIRATION DATE OF DETERMINATION June 30, 2007.... The rate to be paid for work performed after this date has been determined. lfwork will
extend past this date, the new rale must be paid and should be incorporated in contracts entered into now Contact the Division of Labor Statistics and
Research for specific rates al (41 5) 703.4774
LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara
and Ventura Counties.
Emn]over Pavments Strail!ht-Time Ovenime Hourlv Rate
Classification Basic Heahh Pension Vacation! Training Other Hours Total Daily Saturday " Sundayl
(Journeyperson) Hourly 'nd Holiday' Payments Hourly Holiday
Rate Welfare Rate 1]/2x ] ]/2x "
GROUP]
-
(Drilling Crew Laborer) 52374 $4,16 $2.30 Sl90 $0.]5 $0.20 8 $32.45 $44,32 $44.32 $56.]9
GROUP II
(Vehicle Operator/Hauler) $239] $416 $2.30 5190 $0,15 $0.20 8 $32.62 $44575 $44.575 $56.53
GROUP III
(Horizontal Directional Drill Operator) $25,76 ,$4,]6 $2.30 Sl90 $0.15 $0.20 8 $34.47 $4735 $47.35 $60.23
GROUP ]V
(Electronic Tracking Locator) $27.76 $4.]6 $2,30 $].90 $015 $0,20 8 $3647 $50.35 $50,35 $64.23
-
:; Indicates an apprenticeable craft, Rates for apprentices are available in the General Prevailing Wage Apprentice Schedules
. Includes an amount for Supplemental Dues
r IftheJob is shut down during the work week due to inclement weather and fony (40) hours of work have not been completed, then the balance of the fony
(40) hours may be worked on Saturday at the straight-time rate
~
RECOGNIZED HOLlDA YS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the
collective bargaining agreement, applicabl~ to the panicular craft, classification, or type of worker employed on the project, which is on lile with the Director 0
hlduslTial Relations, If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as
provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at
htlu>\\\\w.dir.cu.l!\JviDLSRI'WD Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit al
(4]5) 703-4774.
-
TRAVEL AND/OR SUBSISTENCE PA y!\tENT: ]n accordance with Labor Code Sections ]773.] and 1773,9, contractors shall make travel and/or
subsistence payments to each worker to execute the work You may obtain the travel and/or subsistence provisions for the current detenninations on the
Internet at httn'\\w\\dirCU.l!llv DLSRPWLJ Trave] and/or subsistence requirements for current or superseded detenninations may be obtained by
contacting the Prevailing Wage Unit at (415) 703-4774
~.~
21-0
ADMINISTRATION
August 28, 2006
, SUBJECT: NOTICE INVITING BIDS (RFQj F-07-17
The City of San Bernardino (City) invites bids from qualified vendors for Perris Hill
Senior Center Expansion.
Parties interested in obtaining a copy of this RFO F-07 -17 may do so by accessing the
City of San Bernardino Web Page at www,sbcitv,oro and clicking: > Business> Request
for Bids> City Finance, or by faxing their request to (909) 384-5043, attention: Sheila
Futch, Please include the following information in your request: name and address of
firm; name, telephone, facsimile number and email address of contact person; specify
RFO F-07-17.
Copies of the RFO may also be obtained by calling Sheila Futch at (909) 384-5085,
(909) 384-5348; or in person at City Hall, 300 N. "0" St., 4th floor, Purchasing Division,
San Bernardino, CA 92418.
Plans and Specifications for the Perris Hill Senior Expansion Center must be obtained
at: City Hall, 300 N. "0" Street, 4th Floor, Purchasing Division, San Bernardino CA
92418, Monday - Thursday 7:30 - 5:30 PM and Fridays 7:30 - 4:30 PM.
There is a non-refundable payment of $50.00 for each set if picked up in person,
Upon request, the Plans and Specifications may be mailed for an additional charge of
$25.75 per set. If requesting copies by mail: Send Cashiers Check or Money Order to
the above address, The outside of the envelope shall be clearly marked as f?"ows:
Attn: Sheila Futch, RFQ F-07-17 Request for Plans & Specs.
This is a prevailing wage job. The Contractor shall pay the higher of the latest State or
Federal Prevailing Wage Determination. These wages are available from the California
Department of Labor at www.access.gpo.gov/davisbacon/index.html.
Pre-Bid Conference/Site Visit: There will be a mandatory Pre-Bid Conference/Site
Visit at 10:00 a,m.. PST, Wednesday, September 6, 2006, at City Hall 300 N. "0"
Street. 4th Floor, Purchasinq, San Bernardino CA 92410. Bids will only be accepted
from those who have attended this meeting.
Closing Date: Bids must be submitted at or before 3:00 p.m., PST, Wednesday,
September 27,2006 at the address listed above.
Issuance of this RFQ and/or receipt of bids does not commit City to award a contract.
Sincerely,
.:;. nif-<h
Sheila Futch
Buyer
SECTION I.
INSTRUCTIONS TO BIDDERS
I. INSTRUCTIONS TO BIDDERS
A. Pre-Bid Conference/Site Visit
There will be a mandatory Pre-Bid Conference/Site Visit at 10:00 a.m., PST,
Wednesday, Sept 6. 2006. at City Hall 300 N. "D" Street, 4th Floor, PurchasinQ,
San Bernardino, CA 92410. Bids will only be accepted from those who have
attended this meeting.
B. Examination of Bid Documents
1. By submitting a bid, the Bidder represents that it has thoroughly examined
and become familiar with the items required under this RFO and that it is
capable of quality performance to achieve the City's objectives.
2. The City reserves the right to remove from its mailing list for future RFOs,
for an undetermined period of time, the name of any Bidder for failure to
accept a contract, failure to respond to two (2) consecutive RFOs and/or
unsatisfactory performance. Please note that a "No Bid" is considered a
response.
C. Addenda
Any City changes to the requirements will be made by written addendum to this
RFO. Any written addenda issued pertaining to this RFO shall be incorporated
into the terms and conditions of any resulting Purchase Order. The City will not
be bound to any modifications to or deviations from the requirements set forth in
this RFO as the result of oral instruction.
D. Clarifications
1. Examination of Documents
Should a Bidder require clarifications of this RFO, the Bidder shall notify
the City in writing in accordance with Section D.2 below. Should it be
found that the point in question is not clearly and fully set forth, the City
will issue a written addendum clarifying the matter which will be sent to all
persons who have requested the RFO.
,-
2. Submittina Reauests
a. With the exception of oral questions asked at any Pre-Bid
Conference/Site Visit, all questions, clarifications or comments
shall be put in writing and must be received by the City no later
than September 13, 2006, and be addressed as follows:
City of San Bernardino
300 North "0" Street
"Not an Offer" RFO F-07-17
4th floor, Purchasing Division, Attn: Sheila Futch
San Bernardino, CA 92418
b. The exterior envelope of all requests for clarifications, questions
and comments must be clearly labeled, "Not an Offer." The City
is not responsible for failure to respond to a request that has not
been labeled as such.
The City will also accept questions sent by facsimile machines;
however, all faxed questions must be received by the City no later
than the date and time specified above. Send facsimile
transmissions to (909) 384-5043, attention Sheila Futch.
c. Inquiries received after September 13, 2006 will not be accepted.
3. City Responses
Responses from the City will be communicated in writing to all recipients
of this RFO, and will be postmarked no later than September 20, 2006.
E. Submission of Bids
1. Date and Time
All bids are to be submitted to City of San Bernardino, Attention: Sheila
Futch. Bids received after 3:00 PM PST, September 27, 2006, will be
rejected by the City as non-responsive.
2. Address
Bids shall be addressed as follows:
City of San Bernardino
300 N. "0" Street, 4th floor, Purchasing ~ivision
San Bernardino, CA 92418.
Bids may be delivered in person to the Purchasing Department, 4th floor,
of the above address.
3. Identification of Bids
Bidder shall submit a bid package consisting of:
a) a signed original and one (3) copies of its bid, and
b) a completed and signed Price Form.
The bid package shall be addressed as shown above, bearing the
Bidder's name and address and clearly marked as follows:
"RFQ F-07 -17:
Perris Hill Senior Center Expansion"
4. Acceptance of Bids
a. The City reserves the right to accept or reject any and all bids, or
any item or part thereof, or to waive any informalities or
irregularities in bids.
b. The City reserves the right to withdraw this RFQ at any time without
prior notice and the City makes no representations that any
contract will be awarded to any Bidder responding to this RFQ.
c. The City reserves the right to postpone bid opening for its own
convenience.
F. Pre-Contractual Expenses
Pre-contractual expenses are defined as expenses incurred by the Bidder in:
1. preparing its bid in response to this RFQ;
2. submitting that bid to City;
3. negotiating with City any matter related to this bid; or
4. any other expenses incurred by the Bidder prior to date of award, if any, of
the Agreement.
The City shall not, in any event, be liable for any pre-contractual expenses
incurred by Bidder in the preparation of its bid. Bidder shall not include any such
expenses as part of its bid.
G. Contract Award
Issuance of this RFQ and receipt of bids does not commit the City to award a
Purchase Order. The City reserves the right to postpone bid opening for its own
convenience, to accept or reject any or all bids received in response to this RFQ,
and to negotiate with other than the selected Bidder(s) should negotiations with
the selected Bidder(s) be terminated. The City also reserves the riaht to
apportion the award amona two or more Bidders.
H. Acceptance of Order
The successful Bidder will be required to accept a Purchase Order in accordance
with and including as a part thereof the published Notice Inviting Bids, and the
RFQ documents including all requirements, conditions and specifications
contained therein, with no exceptions other than those specifically listed in the
written purchase order.
SECTION II.
TECHNICAL SPECIFICATIONS
Plans and Specifications for the Perris Hill Senior Expansion Center
Must be obtained at:
City Hall
300 N. "0" Street
4th Floor, Purchasing Division
San Bernardino CA 92418
Monday - Thursday 7:30 - 5:30 PM
Fridays 7:30 - 4:30 PM
There is a non-refundable payment of Jj50.00 for each set if picked up in person.
Upon request, the Plans and Specifications may be mailed for an additional charge of
$25.75 per set.
If requesting copies by mail:
Send check or money order to the above address,
The outside of the envelope shall be clearly marked as follows:
AUn: Sheila Futch,
RFQ F-07.17
Request for Plans & Specs
City of San Bernardino
0, C.~T I I ~I' 2' 53
'~j ':... I t I I .
Technical Specifications
Bid Specification No RFQ F-07 -17
General Provisions and Specifications for:
Perris Hill Senior Center Expansion
ITEM DESCRIPTION
NOTICE: "SPECIAL INSTRUCTIONS TO THE BIDDER"
Services:
Bidder shall complete right hand column indicating brief reasoning for exceptions
to requirements when not acceptable. State "Acceptable" if requirements are
agreeable as set forth on left-hand column.
Equipment:
Bidder shall complete right hand column indicating specific size and/or make and
model of all components when not exactly as specified. State "As Specified" if
item is exactly as set forth in the left-hand column.
MUST REFER TO PLANS & TECHNICAL SPECIFICATIONS TO COMPLETE
THIS SECTION.
FAILURE TO COMPLETE RIGHT HAND COLUMN WILL INVALIDATE BIQ
. PROJECT REQUIREMENTS Acceptable / as specified
Division 01 - General Requirements NOT USED
Division 02 - Site Construction
A-cu.-I?\MQ~
Division 03 - Concrete
~~
Division 04 - Masonry
\;je-\- lA::t L:>
Division 05 Metals
Division 06 Wood and Plastics ~~~
Division 07 Thermal & Moisture Protection Pr~\J\t
Division 08 Doors & Windows i\- ~hJoQ
Division 09 Finishes ~CU{J~\L
Division 10 Specialties ~Wv(J~ tA0
Division 11 -Equipment v\c.u.f1 ~(A '9\L-
Division 12 Furnishings I4~OU-
Division 13 Special Construction NO, LAS\:;?
Di N ~-r \J. 5~ P
vision 14 Conveying Systems
""~'..;
Div ision 15 Mechanical f'Jc{\ V.~D
,
Divi sion 16 Electrical ~C~\-(
(tl~~~
~"
~
Oct 13 2006 10,06AM JM BUILDERS FAX
9097487260
p.2
Contlactor shall pay the higher of the latest State
or Federal Pl'8vailing Wage Detennlnatlon. Said
prevailing wage shall conform to SeclIon 1 n3 of
the Labor Code. The general prevaHing wage ~
rates in the County in which Ihe work is to be
done have been determined by the Director of the ~rY~
California Department of Industrial Relations and
the U.S. Department of Labor, Wage and Hour
Division's Prevailing wage rates to be paid on
federally funded or assisted construction projects.
These wages are available from the Calif. Dept. of
Industrial Relations' Internet wed site at
www.dir.cuov and the U.S. Dept of Labor web site
at: WWW..x:~lImft.trov/,dllViduaMlftIiM~ Ittml
.
It shall be mandatory upon the Contractor to
whom the contract is awarded and upon any sub--
contractor under him/her, to pay not less than
specified rates to all laborers, workmen, and
mechanics employed by them In the execution of
the contract, and to prevent discrimination In the
employment of persons because of race, creed,
color, or national origin, as set forth in the
provisions of Resolution No. 7414 of the Mayor
and Common Council of the City of San ~/
Bernardino.
The Contractor shall possess 8 Class "e" License
at the time the contract is awarded.
III. BID CONTENT AND FORMS
III. BID CONTENT AND FORMS
A. BID FORMAT AND CONTENT
1. Presentation
Bids should not include any unnecessarily elaborate or promotional
material. Information should be presented in the order in which it is
requested. Lengthy narrative is discouraged, and presentations should be
brief and concise. Bids shall contain the following:
a. identification of Bidder, including name, address and telephone;
b. proposed working relationship between Bidder and subcontractors,
if applicable;
c. acknowledgment of receipt of all RFQ addenda, if any;
d. name, title, address and telephone number of contact person
during period of bid evaluation;
e. a statement to the effect that the bid shall remain valid for a period
of not less than 90 days from the date of submittal; and
f. signature of a person authorized to bind Bidder to the terms of the
bid.
Bidder may also propose enhancement or procedural or technical
innovations to the Technical Specifications which do not materially
deviate from the objectives or required content of the project.
2. Exceptions/Deviations
State any exceptions to or deviations from the requirements of this
RFQ, stating "technical" exceptions on the Technical Specifications
form, and "contractual" exceptions on a separate sheet of paper.
Where Bidder wishes to propose alternative approaches to meeting
the City's technical or contractual requirements, these should be
thoroughly explained.
3. Qualifications. Related Experience and References of Bidder
This section of the bid should establish the ability of Bidder to satisfactorily
perform the required work by reasons of experience in performing work of
a similar nature; demonstrated competence in the services to be provided;
strength and stability of the firm; staffing capability; work load; record of
meeting schedules on similar projects; and supportive client reference.
Bidder shall:
a. provide a brief profile of the firm, including the types of services
offered; the year founded; form of the organization (corporation,
partnership, sole proprietorship); number, size and location of
offices; number of employees;
b. describe the firm's experience in performing work of a similar
nature to that solicited in this RFQ:
c. provide, as a minimum, three references of similar size projects;
reference shall furnish the name, title, address and telephone
number of the person(s) a the client organization who is most
knowledgeable about the work performed.
4. Appendices
Information considered by Bidder to be pertinent to this RFQ and which
has not been specifically solicited in any of the aforementioned sections
may be placed in a separate appendix section. Bidders are cautioned,.
however, that this does not constitute an invitation to submit large
amounts of extraneous materials; appendices should be relevant and
brief.
B. LICENSING AND CERTIFICATION REQUIREMENTS
By submitting a bid, bidder warrants that any and all licenses and/or certifications
required by law, statute, code or ordinance in performing under the scope and
specifications of this RFQ are currently held by bidder, and are valid and in full
force and effect. Copies or legitimate proof of such licensure and/or certification
shall be included in bidder's response. Bids lackinQ copies and/or proof of
said licenses and/or certifications mav be deemed non-responsive and mav
be reiected.
C. COST AND PRICE FORMS
Bidder shall complete the Price Form in its entirety including: 1) all items listed
and total price; 2) all additional costs associated with performance of
specifications; and 3) Bidder's identification information including a binding
signature.
Bidder shall state cash discounts offered. Unless discount payment terms are
offered, payment terms shall be "Net 30 Days". Payment due dates, including
discount period, will be computed from date of City acceptance of the required
services or of a correct and complete invoice, whichever is later, to the date
City's check is mailed. Any discounts taken will be taken on full amount of
invoice, unless other charges are itemized and discount thereon is disallowed.
Freight terms shall be F.O.B. Destination, Full Freight Allowed, unless otherwise
specified on price form.
PRICE FORM
REQUEST FOR QUOTES: RFQ F-07-17
DESCRIPTION OF RFQ: Perris Hill Senior Center Expansion
BIDDER'S NAME/ADDRESS: JM fJ\^~\('\-€",~ jT.J\c.
l-lPS41 '?cAvIL Avp,.
12. .e..ellc. V1d~, ( A4 OJ 2?~ 7 '7
NAME / TELEPHONE NO. OF
AUTHORIZED REPRESENTATIVE
0; 00;- 7 CJS-Lj 10'751
0; oq- 74~-7z.I.oD -fCA-'>L
Jffi\V'\\~Ar' 'OJv.v((J-j -'V{o
Please provide detailed Firm Fixed Price cost information in the spaces provided below, and
any other incidental or additional costs required to complete the Technical Specification
requirements.
I"
ITEM DESCRIPTION PRICE
.
.
,
TOTALS; 17~5,000-
~te.tl '. SwuJ KMfldrul Gj~- ~ --T1vlAs<<trzd
----
Are there any other additional or incidental costs, which will be req
meet the requirements of the Technical Specifications? Yes /
answered "Yes", please provide detail of said additional costs:
our firm in order to
circle one). If you
Please indicate any elements of the Technical Specifications, which cannot be met by your
firm.
^ )oYll ~
,
Have you included in your bid all informational items and forms as requeste
(circle one). If you answered "No", please explain:
/ No
This offer shall remain firm for 9.0 days from RFQ close date.
Terms and conditions as set forth in this RFQ apply to this bid.
Cash discount allowable
thirty (30) days.
0%
days; unless otherwise stated, payment terms are: Net
In signing this bid, Bidder warrants that all certifications and documents requested herein are
attached and. properly completed and signed.
From time to time, the City may issue one or more addenda to this RFQ. Below, please indicate all
Addenda to this RFQ received by your firm, and the date said Addenda was/were received.
Addenda No:
Addenda No:
Addenda No:
Verification of Addenda Received
Received on: ~tp
Received on:
Received on:
AUTHORIZED SIGNATURE:
, \
\
\ \ '>-JAY, '" .J1;. \. ~;V\J\.:.
\) ,'-
PRINT SIGNER'S NAME AND TITLE:
-rv-<-'>.
DATE SIGNED: I 0) \ \ ) 0 lo
COMPANY NAME & ADDRESS: < \ '(Y\ ~ ; ideA-=:' I +1/7 C--.
I
7- (0'54 7 T-8. v lL ~.
R4-IICtr7ds. CA 72373
.
PHONE: qrl1'7C;3-4b~7FAX: 90cr-7'18'-7ZbO
-
IF SUBMITTING A "NO BID", PLEASE STATE REASON (8) BELOW:
.
-
(
State Of California .
n::. CONTRACTORS STATE LICENSE BOARD .
. C~. ACTIVE LICENSE
.-
...."~_ 843561 ... CORP
_~_ J M BUILDERS INC
~........)B
~
~
._~. 09/30/2008
~
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X~~ S~3allnH wr W~90:01 9002 €1 ~oD
NON - COLLUSION AFFIDAVIT
TO: THE COMMON COUNCil, CITY OF SAN BERNARDINO
In accordance with Title 23, United States Code, Section 112, the undersigned hereby
states, under penalty of perjury:
That he/she has not, either directly or indirectly, entered into any agreement,
participated in any collusion, or otherwise taken action in restraint of free competitive
bidding in connection with RFO 007-17.
Business Name ~-f''(~ , IVlC.
.
Business Address 92-373
Signature of bidder X I. I, ( \'
52- O"~~"-'daJ do, !'.'d~~ \J
Place of Resi ce . I
Subscribed and sworn before me this !, It- day of cO '-~ h \ y , 20Qb.
Notary Public in and for the County of...f I~ II 13 l r n"ltrJ I ~ {', State of California.
My commission expires
fY) M t'1- ~ ) c9 ,20Jlt.
O!v~L~~L-J ~. ~
.............................------...(
O~.VIRGINIA E. ZAHM~
COMM.1I 1560211
Cl . NOTARY PUBLIC-CALIFORNIA Gl
::l! SAN BERNARDINO CeUNTY 0
} _ _ _ _ :O~M~ EX!. ~A~C:2B.:. ~9 (
PREMIUM: NIL
Bond No. 5365593
<it&\T AlVERlG\N INSURANCE CDMA\NY
KNOW ALL MEN BY THESE PRESENTS, that we,
J.M. BUILDERS, INC.
as principal, and the GREAT AMERICAN INSURANCE COMPANY, a corporation existing under the laws
of the State of Ohio, having its Administrative Office at 580 Walnut Street, Cincinnati, Ohio 45202, as
surety, are held and fmnly bound unto,
THE CITY OF SAN BERNARDINO
as obligee, in the penal sum of
TEN PERCENT OF AMOUNT BID
DOLLARS ($ 10%
), lawful money of the United States of America, for the payment of which,
well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns,
jointly and severally, finnly by these presents.
SIGNED, sealed, and dated this 22ND
day of SEPTEMBER
2006
WHEREAS, the said principal
is
herewith submitting a proposal for
PERRIS HILL SENIOR CENTER EXPANSION
NOW, THEREFORE, the condition of this obligation is such that, if the said principal shall be
awarded the said contract, and shall within
sixty
( 60
) days after receiving notice of
such award enter into a contract and give bond for the faithful perfonnance of the contract, then this
,
obligation shall be null and void otherwise the principal and surety will pay unto the obligee the difference
in money between the amount of the principal's bid and the amount for which the obligee may legally
contract with another party to perform the work, if the liltter amount be in excess of the former; but in no
event shall the liability hereunder exceed the penal sum hereof.
Principal
COON A [(oT1ley.in-f"act
F.9116K - (3/82) (BID FORM)
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
STATE OF CALIFORNIA
COUNTY OF ORANGE
On
09/22/06 before me,
LEXIE SHERWOOD - NOTARY PUBLIC
personally appeared RICHARD A. COON personally
known to me to be the person whose name is subscribed to the
within instrument and acknowledged to me that he executed the
same in his authorized capacity, and that by his signature on the
instrument the person or the entity upon behalf of which the
person acted, executed the instrument.
and official seal.
. LEXIE SHERWOOD
, -" COMM, .1593951 l!i
~ - MOHR" PUBLIC. CAUFORNtA (':.
:e, 0... 'NGE COUNTY ..
~~~
OPTIONAL
Though the data below is not required by law, it may prove valuable to persons relying
on the document and could prevent fraudulent reattachment of this form.
DESCRIPTION OF ATTACHED DOCUMENT
BID BOND
TITLE OR TYPE OF DOCT1M1<NT
M1MBER OF PAGES
1
DATE OF DOCT1M1<NT
9/22/06
CAPACITY CLAIMED BY SIGNER
o INDIVIDUAL
o CORPORATE OFFICER
TITLE(S)
o PARTNER (8)
o OTHER:
~ ATTORNEY-IN-FACT 0 TRU8TEE(8)
SIGNER IS REPRESENTING: GREAT AMERICAN INSURANCE COMPANY
NAME OF PERSON(S) OR ENTITY(S)
GREAT AMERICAN INSURANCE COMPANY@
Administrative Office: 580 WALNUT STREET. CINCINNATI, OHIO 45202. 513-369-5000. FAX 513.723-2740
The number of persons authorized by
this power of anorney is not more than FIVE
No.O 14191
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That the GREAT AMERICAN INSURANCE COMPANY, a corporation organized and existing
under and by virtue of the laws of the State orOhia. does hereby nominate, constitute and appoint the person or persons named below its true and lawful
attomeyin-fact, for it and in its name, place and stead to execute in behalf of the said Company, as surety, any and all bonds, undertakings and contracts of
suretyship, or other written obligations in the nature thereof; provided that the liability of the said Company on any such bond, undertaking or contract of
suretyship executed under Ihis authority shall not exceed the limit stated below.
Name
Address
Limit of Power
DAVID L. CULBERTSON
CHARLES L. FLAKE
MATTHEWP. FLAKE
RICHARD A. COON
LEXIE SHERWOOD
ALL OF
ANAHEIM
CALIFORNIA
ALL
UNLIMITED
This Power of Attorney revokes all previous powers issued in behalf of the attomey(s)-in-fact named above.
IN WITNESS WHEREOF the GREAT AMERICAN INSURANCE COMPANY has caused these presents to be signed and attested by its
appropriate officers and its corporate seal hereunto affixed this 17th day of, JUNE , 2004.
~
Attest
GREAT AMERJCAN INSURANCE COMPANY
p
STATE OF OHIO. COUNTY OF HAMILTON - ss:
DAVJDC. KITCHIN (513-36903611)
On this 17th day of JUNE , 2004, before me personally appeared DAVID C. KITCHIN, to me knOYlll, being duly sworn,
deposes and says that he resides in Cincinnati, Ohio. that he is the Divisional Senior Vice President of the Bond Division of Great American Insurance
Company, the Company described in and which executed the above instrument; that he knows the seal of the said Company; that the seal affixed to the said
instrument is such corporate seal; that it was so affixed by authority of his office under the By-Laws of said Company. and that he signed his name thereto by
like authority.
-
This Power of Attorney is granted by authority of the following resolutions adopted by the Board of Directors of Great American Insurance
Company by unanimous written consent dated March 1. 1993.
RESOLVED: That the Division President. the several Division Vice Presidents and Assistant Vice Presidents, or anyone of them. be and hereby is
authon.zed. from time to time. to appoint one or more Attorneys-in-Fact to execute on behalf of the Company, as surety, any and all bonds. undertakings and
contracts of suretyship. or other written obligations in the nature thereof; -to prescribe their respective duties and the respective limits of their authority; and to
revoke any such appointment at any time~
-
RESOL VED FURTHER: ThaI the Company seal and Ihe signature of any of the aforesaid officers and any Secretary or Assistant Secretary of the
Company may be affIXed by facsimile to any power of attorney or certificate of either given for the execution of any bond. undertaking, contract or suretyship,
or other written obligation in the nature thereof, such signature and sool when so used being hereby adopted by the Company as the original signature of such
officer and the original set/I of the Company, to be valid and binding upon the Company with the same force and effect as though manually affiXed.
"'
CERTIFICATION
I, RONALD C. HAYES. Assistant Secretary of Great American Insurance Company, do hereby certify that the foregoing Power of Attorney and the
Resolutions of the Board of Directors of March I. 1993 have not been revoked and are now in full force and effect.
."
Signed and sealed this 2 2ND
day of, S EPTEMB ER
2006
S 1029T(11101)
SECTION V.
GENERAL SPECIFICATIONS
GENERAL SPECIFICATIONS
1. Each bid shall be in accordance with Request for Quotes (RFQ) Number F-07-17. All specifications
are minimum. Bidders are expected to meet or exceed these specifications as written. Bidder shall
attach to their bid a complete detailed itemization and explanation for each and every deviation or
variation from the RFO specifications and requirements. Conditionai bids, or those that take
exception to the RFO specifications and requirements, may be considered non-responsive and may
be rejected.
2. The City reserves the right to accept or reject any and all bids and to award a contract to the bidder
whom best meets the City's requirements. This may include waiver of minor irregularities or
discrepancies, or nonconformity to specifications in appropriate circumstances. Purchase shall be on
a best buy basis after due consideration of all relevant factors, inciuding but not limited to,
workmanship, accessibility of parts and service, known evidence of manufacturer's responsibility and
record, durability and known operational record of product and suitability as well as conformity to City
needs and requirements. In all cases the best interest of the City shall prevail in all contract awards.
J. The City ef San Bernardine reserves tRe rillRt te ~HrGRaSe R'lore or less lhan tRe ~Hantities s~aGifies at
Hnit ~rices sis.
4. Bids shall be firm offers, subject to acceptance or rejection within 90 days of the opening thereof.
5.. RellHlar soaler. ~la sisser shall se aGGe~lasls '.VRs is not a ra~Hlasls maRHfaGIHrer sr sealer of SHGh
itams as sHsmittes fer sis GensisemlioR.
6. All materials, workmanship and finish entering into the construction of the equipment must be of the
best of these respective kinds and must conform to the character of the equipment and the service for
which it is intended to be used and shall be produced by use of the current manufacturing processes.
"Seconds", factory rejects, and substandard goods are not acceptable.
7. Each bidder shall submit with their bid a copy of the proposed product specifications, complete
detailed drawings, and other descriptive matter in sufficient detail to clearly describe the equipment,
materials and parts offered.
8. Manufacturer and/or Contractor shall defend any and all suits and assume all liability for any and all
claims made against the City of San Bernardino, or any of its officials or agents for the use of any
patented process, device or article forming a part of equipment or any item furnished under the
contract.
9. Each bidder must state in their bid the guaranteed delivery date of product and/or services in number
of calendar days from the date of contract execution by the City of San Bernardino, time is of the
essence relative to this contract. Contractor shall prosecute the work continuously and diligently and
shall deliver the items at the earliest possible date following the award of the contract.
10. ~aeR bidder shall list in IReir sis all roclory, manHroGtHrer's ami/or dealer's '.v:manty ans/or guarantoe
Ge'/eralls aRs sRall sHsmit sHeR written SOGHmenls evilieneiRIl tRe same attashes to the sid.
11. Successful bidder(s) (Contractor) shall furnish and deliver to the City complete equipment as bid and
awarded, ready for installation and fully equipped as detailed in these specifications.
12. Price shall be quoted F.O.B. San Bernardino (all transportation charges shall be fully prepaid), and
shall include all discounts. Bid shall include California sales tax, where applicable, computed at the
rate of 7.75% (this will normally be shown as a separate line item on the price form).
13. City shall make payment within thirty (30) days after the complete delivery and acceptante of the
specified items by the City of San Bernardino and receipt of the Contractor's priced invoice.
14. All "standard equipment" is included in any bid. Bidders furnishing bids under these specifications
shall supply all items advertised as "standard" equipment even if such items are not stipulated in the
specifications, unless otherwise clearly excepted in the bid.
15. The items which the bidder proposes to furnish the City must comply in all respects with the
appropriate safety regulations of all regulatory commissions of the Federal Government and the State
of California, whether such safety features and/or items have been specifically outlined in these
specifications or not.
16. Contractor delivering equipment pursuant to this RFO specifications shall guarantee that equipment
meets specifications as set forth herein. If it is found that equipment delivered does not meet
requirements of these specifications the Contractor shall be required to correct the same at their own
expense.
_.
-.
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"",.
,.......
-
-
17. By submitting a bid, each bidder agrees that in the event complete delivery is not made within the time
or times set forth pursuant to this specification, damage will be sustained by the City, and that it is,
and will be impractical and extremely difficult to, ascertain the actual damage which the City will
sustain in the event of and by reason of such delay.
18. In case the delivery of the items under this contract is delayed due to strikes, injunctions, government
controls, or by reason of any cause or circumstance beyond the control of the Contractor, the time for
delivery may be extended (in the City's sole discretion) by a number of days to be determined in each
instance by mutuai written agreement between the Contractor and the Director of Facilities
Management of the City of San Bernardino. The City shall not unreasonably refuse such extension.
19. Contract. Each bid shall be submitted and received with the understanding that acceptance by the City
of San Bernardino of bid in response to this solicitation shall constitute a contract between the
Contractor and the City. This shall bind the Contractor to furnish and deliver at the price bid and in
complete accordance with all provisions of RFQ No. F-07-17. In most cases the basis of award will be
the City's standard purchase order that mayor may not incorporate this solicitation by reference.
20. Prohibited interest. No member, officer, or employee of the City or of any agency of the City during his
tenure or for one year thereafter shall have any interest, direct or indirect in this contract or the
proceeds thereof. Furthermore, the parties hereto covenant and agree that to their knowledge no
board member, officer or employee of the City has any interest, whether contractual, non-contractual,
financial or otherwise, in this transaction, or in the business of the contracting party other than the City,
and that if any such interest comes to the knowledge of either party at any time, a full and complete
disclosure of all such information will be made in writing to the other party or parties, even if such
interest would not be considered a conflict of interest under Article 4(commencing with Section 1090)
or Article 4.6 (commencing with Section 1120) of Division 4 of Title I of the Government Code of the
State of California.
21. One Document. These specifications, the notice inviting bids, RFQ F-07-17, the Contractor's bid, any
written agreement executed by the parties, the purchase order and all documents referred to in the
complete specifications and purchase order, and all written modifications of said documents shall be
construed together as one document. Anything called for in anyone of said documents shall be
deemed to be required equally as if called for in all. Anything necessary to complete the work properly
shall be performed by the contractor, whether specifically set out in the contract or not. All sections of
the specifications shall be read as constituting a whole and not as an aggregation of individual parts,
and whatever is specified in one section shall be construed as appiying to all sections.
22. The City of San Bernardino reserves the right to accept or reject any and all bids.
23. Prompt payment. Each bidder may stipulate in their bid a percentage prompt payment discount to be
taken by the City in the event the City makes payment to the Contractor within ten (10) working days
of receipt of malerial and approval of invoice. For the purpose of this provision, payment is deemed to
be made on the date of mailing of the City check. NOTE: prompt payment discounts will only be
used during bid evaluation in the case of ties.
24. Inquiries. Direct all inquiries to Sheiia Futch at (909) 384-5085. Technical questions may be sent via
fax to (909) 384-5043. The answers to material questions will be provided to all potential bidders.
25. Bid/Price forms. No bid will be acceptable unless prices are submitted on the pricing forms furnished
herein, and all required forms are completed and included with bid. Deliver all bids, signed and sealed,
to the Purchasing Division, Finance Department at 300 North "D" Street, 4th fioor, Purchasing
Division, City Hall, San Bernardino, California 92418. CLEARLY MARK THE RFQ SPECIFICATION
TITLE "Perris Hill Senior Center Expansion" AND NUMBER F-07-17 ON THE OUTSIDE OF THE
ENVELOPE.
26. Time. All bids must be received in the Purchasing Division no iater than 3:00 PM, PST, Wednesday,
September 27,2006 where at such time and said place bids will be publicly opened. examined and
declared. Any bid may be withdrawn by bidder prior to the above scheduled time for the opening of
bids. Any bid received after that time and date specified shall NOT be considered.
27. The City ef San Bernardine reserves tRs ri€)Rt at its e.....n eissretion te award separate sentrasts fer
easR sate€)ery, er 10 O'.vard fAloIltiple sontrasts, or to award one sontrast for flolrnishin€) and deliverin€) of
all e!1lo1ipfAent and/or servises in all sals€)ories.
28. Equipment. In the purchase of equipment, Contractor shall be required to furnish one (1 )
OPERATORS MANUAL and one (1) PARTS MANUAL for all equipmenl bid.
29. In submitting a bid to a public purchasing body, the bidder offers and agrees that if the bid is accepled,
it will assign 10 the purchasing body all rights, title, and interest in and to all causes of aclion il may
have under Section 4 of the Clayton Act (U.S.C. See 15) or under the Cartwright Act (Chapter 2,
commencing with Section 16700 of Part 2 of Division 7 of the Business and Professions Code),
arising from purchases of goods, materials, or services by the bidder for sale to the purchasing body
pursuant to the bid. Such assignment shall be made and become effective at the time the purchasing
body tenders final payment to the bidder.
30, Contractor shall indemnify, defend and hold City, its officers, employees and agents harmless from
any claim, demand, liability, suit, judgment or expense (including, without limitation, reasonable costs
of defense) arising out of or related to Contractor's performance of this agreement, except that such
duty to indemnify, defend and hold harmless shall not apply where injury to person or property is
caused by City's willful misconduct or sole negligence. The costs, salary and expenses of the City
Attorney and members of his office in enforcing this Agreement on behalf of the City shall be
considered as "attorney's fees" for the purposes of this paragraph.
31. While not restricting or limiting the foregoing, during the term of this Agreement, Contractor shall
maintain in effect policies of comprehensive public, general, and automobile liability insurance, in the
amount of $1,000,000 combined single limit, and statutory worker's compensation coverage, and shall
file copies of said policies with the City's Risk Manager prior to undertaking any work under this
Agreement. The policies shall name the City as an additional insured and shall provide for ten (10)
day notification to the City if said policies are terminated or materially altered.
32. FAITHFUL PERFORMANCE BOND. The Contractor will be required to furnish a cashier's check,
certified check or faithful performance bond made payable to the City of San Bernardino in an amount
equal to 100% of the bid price to insure the contractor's faithful performance of this contract. Said
surety shall be subject to the approval of the City of San Bernardino, bonds shall be in accordance
with Ordinance No. 821, Section 2400, and the corporation issuing said bond shall have a rating in
Best's most recent insurance guide of "A" or better.
33. Written contract documents, duly authorized and signed by the appropriate authority, constitute the
complete and entire agreement(s) that may result from the RFO.
31. City rnay. at its ElissretieR, exersise eFJlien year reAewals fer ~FJ Ie :l years, in eAe year iAsrernents.
35. By submitting a bid, bidder warrants that any and all licenses and/or certifications required by law,
statute, code or ordinance in performing under the scope and specifications of this RFO are currently
held by bidder, and are valid and in full force and effect. Copies or legitimate proof of such licensure
and/or certification shall be included in bidder's response. Bids lackino copies and/or proof of said
licenses and/or certifications mav be deemed non-responsive and mav be reiected.
-.:
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.~
SPECIAL PROVISIONS
INSTRUCTIONS TO BIDDERS
SECTION 1
1-1 SPECIFICATIONS AND PLANS
1-1.01 GENERAL -- The work embodied herein shall be done in accordance with the
Standard Specifications for the Public Works Construction, 2003 Edition, and City of San
Bernardino Standard Drawings, insofar as the same apply and in accordance with the following
Special Provisions.
1-1.02 DEFINITIONS -- Whenever in the Standard Specifications the following terms
are used, they shall be understood to mean and refer to the following:
Aeencv The City of San Bernardino.
Board The Mayor and Common Council
for the City of San Bernardino.
City Eneineer The City Engineer, Division of Public Works,
Department of Development Services
for the City of San Bernardino.
Laboratorv The laboratory to be designated by
the City of San Bernardino to test materials
and worked involved in the contract.
Office ofthe District - Whenever, in the Standard Specifications, reference is made
to the office of the District or the District's office, such
references shall be deemed made to the City of San
Bernardino's Public Works Division Office, located in the
City of San Bernardino's Development Services
Department.
SP-l
The mailing address for the City of San Bernardino's Public
Works Division is:
City of San Bernardino
Development Services Department
Public Works Division
300 North "D" Street, 3rd Floor
San Bernardino, CA 92418
Office or Office of Structures Desie:n - Office of the City of San Bernardino
Public Works Division
Resident Ene:ineer -
Or Ene:ineer
The Resident Engineer is the City of San Bernardino's City
Engineer, registered as a Civil Engineer in the State of
California, or the designated representative of the City of
San Bernardino's City Engineer, registered as a Civil
Engineer in the State of California.
State Hie:hwav Ene:ineer - The City of San Bernardino's City Engineer, registered as
a Civil Engineer in the State of California.
Transportation Buildine: - Sacramento - The City of San Bernardino Public Works
Division Office, City Hall, 3rd Floor. .
Notice Advertisine: for Bids - Notice Inviting Bids.
Standard Specifications - Standard Specifications for Public Works Construction
"Green Book".
Other terms appearing in the Standard Specifications, and these Special Provisions, shall
have the intent and meaning specified in Section 1-2, "Definitions", in the Standard
Specifications.
1-1.03 STANDARD SPECIFICA nONS - The Standard Specifications for the
Agency are contained in the most current edition of the STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION, "GREEN BOOK", as written and promulgated
by the Joint Cooperative Committee of the Southern California Chapter of the American Public
Works Association and the Southern California District of the Associated General Contractors
of California.
SP-2
The Standard Specifications set forth above will control the general provisions for this
Contract except as amended by the Plans, Special Provisions, or other contract documents.
Only those Sections requiring amendment or elaboration or specifying options are called
out.
In case of conflict between the Standard Specifications and the Special Provisions, the
Special Provisions shall take precedence over and be used in lieu of such conflicting portions.
References in the Special Provisions to "CAL TRANS Standard Specifications'; shall
mean the Standard Specifications (July,1992) of the State of California, Department of
Transportation.
References in the Special Provisions to Standard Plans shall mean the Standard Plans for
the City of San Bernardino or other governing agency as specified. Applicable Standard Plans
for this project are contained in STANDARD DRAWINGS, in the APPENDIX of these
Specifications.
Where the Plans or Specifications describe portions of the work in general terms, but not
in complete detail, it is understood that the item is to be furnished and installed complete and in
place, that only the best general practice is to prevail and that only materials and workmanship
of the first quality are to be used. Unless otherwise specified, the Contractor shall furnish all
labor, materials, tools, equipment, and incidentals and do all the work involved in executing the
Contract.
Plans and specifications must conform to the requirements of the City of San Bernardino,
American Concrete Institute (ACI), American Society for Testing Materials (ASTM), American
Welding Society (A WS), Uniform Building Code (UBC), these Special Provisions and the
Standard Specifications for Public Works Construction (Green Book), latest editions.
1-1.04 TAXES n No mention shall be made in the proposal of Sales Tax, Use Tax,
or any tax, as all amounts bid will be deemed and held to include any such taxes, which may be
applicable.
1-1.05 INTERPRETATION OF PLANS AND DOCUMENTS -- If any person
contemplates submission of a bid for the proposed contract and is in doubt as to the true
meaning of any part of the services to be performed, they may submit a written request for an
interpretation or correction thereof. The person submitting the request will be responsible for its
prompt delivery.
SP-3
Any interpretation or correction of the proposed documents shall be made only by
addendum duly issued and copy of such addendum will be faxed and mailed or delivered to
each person of record as receiving a set of such documents. The City will not be responsible for
any other form of explanation or interpretation of the proposed documents.
1-1.06 ADDENDA OR BULLETINS -- All Bidders are advised as to the possibility
of issuance of addenda affecting the items, scope or quantity of the work required for this
project. Each Bidder shall be fully responsible for informing themselves as to whether or not
any such addenda have been issued. The effect of all addenda to the Contract Documents shall
be considered in the bid and said addenda shall be made a part of the Contract Documents and
shall be returned with them. Failure to cover in a bid any such addenda issued may render the
bid irregular and may result in its rejection by the City.
1-1.07 PLANS AND SPECIFICA TrONS TO BE PROVIDED -- The City will
provide the Contractor with five (5) sets of Plans and Specifications at no cost after the Award
of Contract. The Contractor shall obtain all additional sets at its own cost.
SP-4
SECTION 2
2-1 BID BONDS AND MBE/WBE
REOUlREMENTS AND CONDITIONS
2-1.01 GENERAL -- Bids must submitted on the bid form contained herein. All bids
shall be signed, sealed and accompanied by cash, cashier's check or bid bond made payable to
the City of San Bernardino, in the amount often percent (10%) of the bid. Such cash, check or
bond shall be given as a guarantee that the bidder will enter into the contract if awarded to him.
In the event the bidder, to whom the contact is awarded, refuses to execute said contract, and/or
fails to file the necessary bonds and insurance certificate within ten (10) working days after the
date of the City's Notice of Award, the Bidder shall forfeit the bid bond to the City. By not
executing the contract, the use by the public of the improvements will be delayed and the public
will suffer great damage. From the nature of the case, it would be extremely difficult and
impractical to fix the amount of said damage. Therefore, the City and the bidder agree that the
bid guarantee of 10% of the bid shall be paid to the City as forfeiture. Bid bonds shall be
underwritten by a surety company having a rating in Best's most recent Insurance Guide of "A"
or better. Bonds must be issued by a surety who is listed in the latest version of U.S.
Department of Treasury Circular 570 and is authorized to issue bonds in California. The Form
of Bid Bond is contained in the Bid Documents in Part I of these Special Provision.
Notarization of both the Principal and the Surety and the Power of Attorney of the signing
Surety shall accompany this form. Any bid not accompanied by such bid bond will be rejected
as invalid.
2-1.02 MINORITY AND WOMEN'S BUSINESS ENTERPRISES -- A policy for
establishing goals for participation of Minority and Women's Business Enterprises
(MBE/WBE) was adopted by Resolution No. 95-409 of the Mayor and Common Council of the
City of San Bernardino, on 11-20-95. This outreach program superseded Resolution No. 93-
411 and the Standard Operation Procedures dated January 1994.
Bidder's outreach efforts (good faith efforts) must reach out to MBEs, WBEs and all
other business enterprises. Prime bidders could reasonably be expected to produce a level of
participation by interested subcontractors of ~ % MBE and i % WBE on this project.
Bidders shall make every reasonable effort to solicit bids from MBE/WBEs.
A justification shall be provided to support the rejection of any bid from a minority or
women's business enterprise, certified by Caltrans.
SP-5
2-1.03 MINORITY, WOMEN AND OTHER BUSlNESS ENTERPRISES AND CITY
PROCUREMENTS -- It is the policy of the City of San Bernardino to provide Minority
Business Enterprises (MBEs), Women Business Enterprises (WBEs) and all other enterprises an
equal opportunity to participate in the performance of all City contracts. Bidders shall assist the
City in implementing this policy by taking all reasonable steps to ensure that all available
business enterprises, including local MBEs and WBEs, have an equal opportunity to compete
for and participate in City contracts. Bidders' good faith efforts to reach-out to MBEs, WBEs
and all other business enterprises shall be determined by the following factors:
(1) The bidder attended pre-solicitation or pre-bid meetings, if any, scheduled by the
City to inform all bidders of the requirements for the project for which the contract will be
awarded. The City may waive this requirement if the bidder certifies it is informed as to those
project requirements.
(2) The bidder identified and selected specific items of the project for which the
contract will be awarded to be performed by sub-contractors to provide an opportunity for
participation by MBEs, WBEs and other business enterprises. The bidder shall, when
economically feasible, divide total contract requirements into small portions or quantities to
permit maximum participation ofMBEs, WBEs and other business enterprises.
(3) The bidder advertised for bids from interested business enterprises not less than
ten calendar days prior to the submission of bids, in one or more daily or weekly newspapers,
trade association publications, minority or trade oriented publications, trade journals, or other
media specified by the City.
(4) The bidder provided written notice of its interest in bidding on the contract to
those business enterprises, including MBEs and WBEs, having an interest in participating in
such contracts. All notices of interest shall be provided not less than ten calendar days prior to
the date the bids were required to be submitted. In all instances, the bidder must document that
invitations for sub-contracting bids were sent to available MBEs, WBEs and other business
enterprises for each item of work to be performed.
The Mayor's Affirmative Action Office shall be available to help identify interested
MBEs, WBEs and other business enterprises.
(5) The bidder documented efforts to follow up initial solicitations of interest by
contracting the business enterprises to determine with certainty whether the enterprises were
interested in performing specific portions of the project.
(6) The bidder provided interested enterprises with information about the Plans,
Specifications and requirements for the selected sub-contracting work.
SP-6
(7) The bidder requested assistance from organizations that provide assistance in the
recruitment and placement of MBEs, WBEs and other business enterprises not less than fifteen
days prior to the submission of bids.
(8) The bidder negotiated in good faith with interested MBEs, WBEs and other
business enterprises and did not unjustifiably reject as unsatisfactory bids prepared by any
enterprises, as determined by the City. As documentation the bidder must submit a list of all
sub-bidders for each item of work solicited, including dollar amounts of potential work for
MBEs, WBEs and other business enterprises.
(9) The bidder documented efforts to advise and assist interested MBEs, WBEs and
other business enterprises in obtaining bonds, lines of credit, or insurance required by the City
or Contractor.
If the City has established expected levels of participation for MBE and WBE sub-
contractors, failure to meet those levels shall not be a basis for disqualification of the bidder. A
determination of the adequacy of a bidders' good faith effort must be based on due consideration
of the indicia of good faith as set forth above.
In the event that the City is considering awarding away from the lowest bidder or not
awarding a contract to a proposed bidder because the bidder is determined to be non-responsive
for failure to comply with the good faith indicia set forth above, the City shall, if requested, and
prior to the award of the contract, afford the bidder the opportunity to present evidence to the
. Mayor and Common Council in a public hearing of the bidders' good faith efforts in making its
outreach. In no case should the City award away pursuant to this program if the bidder makes a
good faith effort but fails to meet the expected levels of participation.
For the purposes of this Policy, "minority" shall be synonymous with "minority person"
as defined in California Public Contract Code Section 2000(f). Nothing herein restricts the
discretion of the City to reject all bids in accord with Charter Sections 140 and 238 or Chapter
3.04 of the San Bernardino Municipal Code.
The directions set forth herein shall take effect immediately, and all City Departments
shall modify their implementation programs to the extent such programs are inconsistent with
this policy.
2-1.04 SUBMISSION OF MBE/WBE INFORMATION - GOOD FAITH EFFORTS -
The Contractor may submit the MBE/WBE INFORMATION - GOOD FAITH EFFORTS
document with the contract Bid Documents prior to the hour of the bid opening. If this
document is not submitted with the Bid Documents, it must be submitted to the Public Works
Division, upon request, by 4:30 p.m. on the fourth working day following the day of the bid
openmg.
SP-7
SECTION 3
3-1 A WARD AND EXECUTION OF CONTRACT
3-1.0 I GENERAL -- A ward of the contract will normally be made by the Mayor and
the Common Council at the first or second regular meeting following the opening of the bids.
The bidder, to whom the contract is awarded, shall file with the Engineer all required bonds and
insurance policies, and execute the contract within 10 calendar days after receiving notification
of the award. Failure to file the stipulated documents and execute the contract within the
prescribed time shall constitute good and sufficient grounds for rescission of the award and
payment of 10% of the bid to the City as liquidated damages.
3-1.02 CONTRACT BONDS -- The Payment and Faithful Performance Bonds shall be
filed with the Engineer before the contract is executed by the City in accordance with Section 2-
4, "CONTRACT BONDS", of the Standard Specifications. The contract bonds, including
Payment Bond (Material and Labor Bond) and Performance Bond shall be underwritten by a
surety company having a rating in Best's most recent Insurance Guide of "A" or better. Bonds
must be issued by a surety who is listed in the latest version of U.S. Department of Treasury
Circular 570 and is authorized to issue bonds in California.
3-1.03 DISQUALIFICATION OF BIDDERS -- In the event that any Bidder acting as
a prime contractor has an interest in more than one submitted bid, all such submitted bids will
be rejected and the Bidder will be disqualified. This restriction does not apply to subcontractors
or suppliers who may submit quotations to more than one Bidder and, while doing so, may also
submit a formal bid as a prime contractor.
No contract will be executed unless the Bidder is licensed in accordance with the
provisions of the State Business and Professions Code.
Contractor shall fill out, complete and follow all the specification requirements.
SP-8
3-1.04 AWARD OF CONTRACT -- Following a review of the bids, the City shall
determine whether to award the contract or to reject all bids. The award of contract, if made,
will be to the lowest responsible Bidder as determined solely by the City. Additionally, the City
reserves the right to reject any or all bids, to accept any bid or portion thereof, to waive any
irregularity and to take the bids under advisement for the period of time stated in the legal notice
inviting sealed bids as may be required to provide for the best interest of the City. The
Contractor's original signature on the Bid Form shall constitute a commitment on the part of the
Bidder to furnish the items as set forth in the Bid Form, the Instructions to Bidders, the Plans,
the Special Provisions and the Notice Inviting Bids. The Bidder to. whom the contract is
awarded shall be notified upon approval of the contract by the City Council. The Notice
Inviting Bids, the Instructions to Bidders, the Bid Form, the Plans, Special Provisions and
Standard Specifications, Addendum, together with any attachments, shall be considered as part
of the contract between the City and the Contractor to whom the contract is awarded. In no
event will an award be made until all necessary investigations are made as to the responsibility
and qualifications ofthe Bidder to whom the award is contemplated.
3-1.05 REOUIRED EXAMINATION OF ALL CONTRACT DOCUMENTS
A. Before submitting a Bid, each Bidder shall thoroughly examine and be familiar
with the Specifications, Plans, and addenda, or any other Contract Documents.
The submission of a Bid shall constitute an acknowledgement upon which the
City may rely that the Bidder has thoroughly examined and is familiar with all the
Contract Documents.
B. The failure or neglect of a Bidder to receive or examine any of the Contract
Documents shall in no way relieve that Bidder from any obligation with respect to
its Bid or to the Contract. No claim for additional compensation will be allowed
which is based upon a lack of knowledge of any Contract Documents.
C. The Bidder shall not be allowed any extra compensation by reason of any matter
or thing, concerning that which such the Bidder might have fully informed
himself prior to the bidding.
D. No Bidder shall at any time after submission of a bid make any claim or assertion
that there was any misunderstanding or lack of information regarding the nature
or amount of work necessary for the satisfactory completion of the job.
SP-9
3-1.06 REQUIRED INSPECTION OF THE SITE --
A. Bidders are required to inspect the site of the work to satisfy themselves by
personal examination, or by such other means as they may prefer, of the location
of the proposed work, and of the actual conditions, including subsurface of, and
at, the site of the work.
B. If, during the course of examination, a Bidder finds facts or conditions that appear
to be in conflict with the-letter or spirit of the bidding documents, the Bidder shall
notify the Engineer immediately.
C. Submission of a Bid by the Bidder shall constitute conclusive evidence that, if
awarded the Contract, it has relied and is relying on its own examination of the
following:
1. The site of the work.
2. Access to the site.
3. All other data and matter requisite to the fulfillment of the work.
4. The Bidder's own knowledge of existing facilities on and in the vicinity of
the site of the work under the Contract.
5. The conditions to be encountered.
6. The character, quality, scope and complexity of the proposed work.
7. The quality and quantity of the materials to be furnished.
8. The requirements of the Specifications, Plans, any addenda, or any other
Contract Documents.
D. The information provided by the City is not intended to be a substitute for, or a
supplement to, the independent verification by the Bidder to the extent such
independent investigation of site conditions is deemed necessary or desirable by
the Bidder.
SP-10
SECTION 4
4-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK
TIME OF COMPLETION AND LIQUIDATION DAMAGES
4-1.01 GENERAL Attention is directed to the provIsIOns in Section 6-1,
"Construction Schedule and Commencement of Work", in Section 6-7.1, "Time of Completion"
and in Section 6-9, "Liquidated Damages" of the Standard Specifications and these Special
Provisions.
4-1.02 WORKING DAYS -- The Contractor shall diligently prosecute the work to
completion before the expiration of
180 CALENDAR DAYS
from the date of the "NOTICE TO PROCEED".
4-1.03 LIQUIDATED DAMAGES -- The Contractor shall pay to the City of San
Bernardino the swn of $1000.00 per day for each calendar day's delay in finishing the work in
excess of the nwnber of working days prescribed above.
In case all the work called for is not completed in all parts and requirements within the
time specified, the City shall have the right to grant or deny an extension of time for completion,
as may seem best to serve the interest of the City. The Contractor will not be assessed with
liquidated damages during the delay in the completion of the work caused by acts of God or of
the Public Enemy, acts of the State, fire not due to acts of Contractors or Subcontractors,
epidemics, quarantine, restrictions, freight embargo, unusually severe weather, or delays of
Subcontractors due to such causes provided that the Contractor shall, within ten (10) days from
the beginning of such delay, notify the City, in writing, of the cause of the delay. The City will
ascertain the facts and the extent of the delay, and the findings thereon shall be final and
conclusive.
The Contractor's proposed Construction Schedule shall be submitted to the Engineer
within ten (10) working days after the date of the Notice of Award of the Contract. The
schedule shall be supported by written statements from each supplier of materials or equipment
indicating that all orders have been placed and acknowledged and setting forth the dates that
each item will be delivered. The schedule shall be in the form of a tabulation, chart or graph.
SP-ll
4-1.04 PROGRESS REPORTS AND ACCOUNTING OF CONTRACTOR
WORKING DAYS -- The Contractor shall submit periodic Progress Reports to the Engineer
by the tenth of each month. The report shall include an updated Construction Schedule. Any
deviations from the original schedule shall be explained. Progress payments will be withheld
pending receipt of any outstanding reports. Delete Section 6-7.3 Contract Time Accountinf!.
The Engineer or his/her designee will make a daily determination of each working day to be
charged against the contract time. Per contract written request, the Engineer will provide
working and non-working days to the Contractor.
4-1.05 INSPECTION -- The contractor is responsible to notify the Public
WorkslEngineering Division 48 hours prior to start of any work. Any work performed without
inspection by the City is subject to rejection and removal of work performed, and at contractor
expense, the work will have to be reconstructed. At the inspector's request and the contractor's
expense, any pipes less than 24" must be inspected by camera for joint grouting and any other
inspection.
For inspection after regular working hours, see Section 6-1.06 "HOLIDAYS,
WORKING DAYS AND HOURS".
SP-12
SECTION 5
5-1 LEGAL REQUIREMENTS
5-1.01 INSURANCE REQUIREMENTS -- Contractor shall procure and maintain for
the duration of the contract insurance against claims for injuries to persons or damages to
property which may arise from or in connection with the performance of the work hereunder by
the Contractor, his agents, representatives, employees or subcontractors.
The Contractor shall indemnify and save harmless the City of San Bernardino, the State
of California, the County of San Bernardino and/or any incorporated city from all claims or
suits for damages arising from the prosecution of the contract work, as more fully described in
Subsection 5-1.06, "Contractor's Liability".
The Contractor agrees to protect, defend and indemnify the City of San Bernardino
against loss, damage or expense by reason of any suit claims, demands, judgements and causes
of action caused by the Contractor, its employees, agents or any subcontractor, or by any third
party arising out of or in consequence of the performance of all or any operations covered by the
Certificate of Insurance. The Contractor, at its option, may include such coverage under Public
Liability coverage.
5-1.02 LIABILITY INSURANCE -- The Contractor's attention is directed to Section
7-3, "Liability Insurance", of the Standard Specifications, providing that the Contractor shall
furnish the City with a policy or certificate of liability insurance prior to execution of the
contract. All required Insurance Policies shall name the City of San Bernardino as
additionally insured. The endorsement shall be provided by/or agent of the insurance
company and shall be notarized to that affect. ACCQRD Forms are not acceptable, nor forms
signed by the broker, unless they have Power of Attorney to bind the insurance provider. (See
attached sample forms.)
Contractor shall maintain minimum limits of insurance no less than:
1. General Liability: $1,000,000.00 per occurrence for bodily injury, personal
injury and property damage. If Commercial General Liability Insurance or other
form with a general aggregate limit shall apply separately to this project/location
or the general aggregate limit shall be twice the required occurrence limit.
SP-l3
2.
Products/Completed:
$1,000,000.00
3.
Automobile Liability:
$1,000,000.00 per accident for bodily injury
and property damage.
4.
Employer's Liability:
$1,000,000.00 per accident for bodily injury
or disease.
5.
Course of Construction:
Completed value of the project.
A combined single limit policy with aggregate limits in an amount of not less than TWO
MILLION DOLLARS ($2,000,000.00) shall be considered equivalent to the said required
minimum limits set forth hereinabove.
5-1.03 WORKER'S COMPENSATION INSURANCE -- The Contractor's attention is
directed to Section 7-4, "Worker's Compensation Insurance", of Standard Specifications,
providing that the Contractor shall file a signed certification Certificate of Worker's
Compensation Insurance before execution of the contract.
5-1.04 PAYMENT OF PREVAILING WAGE RATE -- The Contractor and all
subcontractors shall pay each craft or worker employed on this project not less than the
prevailing wage rates specified in Resolution No. 90-358 of the Mayor and Common Council of
the City of San Bernardino. The Engineer shall have the right to interview any craft or worker
on the project site in order to verify payment of prevailing wage rates in accordance with
Resolution No. 90-358. Prevailing wage shall comply with current rates and all updates.
5-1.05 PAYROLL RECORDS -- The Contractor's attention is directed to the following
provisions of Labor Code Section 1776 (Stats.1978, Ch. 1249). The Contractor shall be
responsible for the compliance with these provisions by his subcontractors.
(a) The Contractor and all subcontractors shall keep an accurate payroll record, showing
the name address, social security number, work classification, straight time, and
overtime hours worked each day and week, and the actual per diem wages paid to
each journeyman, apprentice, worker, or other employee employed by him or her in
connection with public work.
SP-14
(b) The payroll records enumerated under subdivision (a) shall be certified and shall be
available for inspection at all reasonable hours at the principal office of the
Contractor on the following basis:
(I) A certified copy of an employee's payroll record shall be made available for
inspection or furnished to such employee or his or her authorized
representative on request.
(c) Each Contractor shall file a certified copy of the records enumerated in subdivision
(a) with the Engineer on a weekly basis. It will be the Contractor's responsibility to
submit the records enumerated in subdivision (a) for all his subcontractors, in
addition to his own employees. Failure to submit the records enumerated in
subdivision (a) on a timely basis shall constitute good and sufficient reason for
withholding the partial payments for work accomplished.
5-1.06 CONTRACTOR'S LIABILITY -- The City of San Bernardino, the Mayor, the
City Councilor the Engineer shall not be answerable or accountable in any manner for any loss
or damage that may happen to the work or any part thereof; or for any of the materials or other
things used or employed in performing the work; or for injury to any person or persons, either
workmen or the public; or for damage to any person or persons, either workmen or the public;
or for damage to adjoining propertY. from any cause which might have been prevented by the
Contractor, or his workmen, or anyone employed by him; against all of which injuries or
damages to persons and property the Contractor, having ,<ontrol over such work, must properly
guard. The Contractor shall be responsible for any damage to any person or property resulting
from defects, obstructions, or any time before its completion and final acceptance, and shall
indemnify and save harmless the City of San Bernardino, the Mayor, the City Council and the
Engineer from all suits or actions of every name and description brought for, or on account of,
any injuries or damages received or sustained by any person or persons, by the Contractor, his
servants or agents, in the construction of the work or in consequence of any negligence in
guarding the same, in improper materials used in its construction, by or on account of any act or
omission of the Contractor or his agents, and so much of the money due the Contractor under
and by virtue of the Contract as shall be considered necessary by the City may be retained by
the City until disposition has been made of such suits or claims for damages aforesaid.
If, in the opinion of the Engineer, the precautions taken by the Contractor are not safe or
adequate at any time during the life of the Contract, the Engineer may order the Contractor to
take further precautions, and if the Contractor shall fail to do so, the Engineer may order the
work done by others and charge the Contractor for the cost thereof, such cost to be deducted
from any monies due, or becoming due, the Contractor. Failure of the Engineer to order such
additional precautions, however, shall not relieve the Contractor from his full responsibility for
public safety.
SP-15
5-1.07 ATTORNEY'S FEES AND ARBITRATION -- The prevailing party in any
legal action to enforce or interpret any provisions of this Agreement will be entitled to recover
from the losing party all attorney fees, court costs and necessary disbursements in connection
with that action. The costs, salary and expenses of the City Attorney and members of his office,
in connection with that action, shall be considered as attorney's fees for the purposes of this
Agreement. Caltrans Standard Specifications Section 9-1.10 regarding Binding Arbitration is
hereby specifically excluded from this Contract.
5-1.08 WITHDRAWAL OF BIDS -- A bid may be withdrawn by a written request
signed by the Bidder. Such requests must be delivered to the City's designated official prior to
the bid opening hour stipulated in the "Notice Inviting Bids" or an amended date and hour
stipulated in a signed addenda to the Special Provisions. The withdrawal of a bid will not
prejudice the right of the Bidder to submit a new bid, providing there is time to do so. Bids may
not be withdrawn after said bid opening hour without forfeiture ofthe bidder's bid guarantee.
5-1.09 IRREGULAR BIDS -- Unauthorized conditions, limitations, or provisions
attached to a bid will render it irregular and may cause its rejection. The completed bid forms
shall be without interlineations, alterations, or erasures. No oral, telegraphic, or telephonic bid,
modification, or withdrawal will be considered.
SP-16
. INSURANCE SAMPLE
SP-17
. INSURANCE SAMPLE
SP-18
SECTION 6
6-1 GENERAL
6-1.01 INCREASED OR DECREASED QUANTITIES -- If the total pay quantity of
any item of work subject to the provisions in Section 3-2.2.1, "Contract Unit Prices" ,"increased
or decreased quantities", of the Standard Specifications varies by more than 25 percent,
compensation payable to the Contractor will be determined in accordance with said Section 3-
2.2.1 and these Special Provisions.
When the compensation payable for the number of units of an item of work performed in
excess of 125 percent of the Engineer's Estimate is less that $1,500 at the applicable contract
unit price, the Engineer reserves the right to make no adjustment in said price if he so elects,
except that an adjustment will be made if requested in writing by the Contractor. Such
Contractor's request shall be accompanied by adequate, detailed data to support costs of the
item.
Should the total pay quantity of any item of work required under the contract be less than
75 percent of the Engineer's Estimate, therefor, the Engineer reserves the right to make no
adjustment in said price if he so elects, except that an adjustment will be made if requested in
writing by the Contractor. Such Contractor's request shall be accompanied by adequate,
detailed data to support costs of the item.
The payment of the total pay quantity of such item of work will in no case exceed the
payment which would be made for the performance of75 percent of the Engineer's Estimate of
the quantity at the original contract unit price.
6-1.02 SOUND CONTROL REQUIREMENTS -- Sound control shall comply with
Chapter 8.54 of the City of San Bernardino Municipal Code and these Special Provisions.
The noise level from the Contractor's operations between the hours of 9:00 p.m. and
6:00 a.m. shall not exceed 86 dbA at the distance of 50 feet. This requirement in no way
relieves the Contractor from responsibility for complying with local ordinances regulating noise
levels
Said noise level requirements shall apply to all equipment on the job or related to the job,
including but not limited to trucks, transit mixers or transient equipment that mayor may not be
owned by the Contractor. The use of loud sound signals shall be avoided in favor of light
warnings except those required by safety laws for the protection of personnel.
SP-19
6-1.03 NA nONAL POLLUTANT DISCHARGE ELlMINA nON SYSTEM (NPDES)
REQUIREMENTS -- The Contractor shall comply with all the NPDES requirements pursuant
to the State Water Resources Board and to the Caltrans Storm Water Quality handbooks to
prevent pollutant sources affecting the quality of storm discharge from the construction site,
both during construction and after construction completion. This information is available for
review at the City Engineer's office, Third Floor, San Bernardino City Hall, 300 North "D"
Street, San Bernardino, CA 92418. Only clean water is allowed to drain into the storm drain
system.
6-1.04 PERMITS AND LICENSE -- The Contractor shall pay for and obtain a City
Business Registration prior to the execution of the contract.
Prior to the commencement of work, the Contractor shall obtain a construction permit at
no cost from the City of San Bernardino, Public Works Division, Engineering Section, located
at San Bernardino City Hall, 300 North "D" Street, 3rd Floor, San Bernardino, CA 92418. The
permit shall be kept in a readily available place on the job site at all times during construction.
While no fee will be charged for the permit, no permit will be issued unless the Contractor
provides a code reference number from USA. Contractor shall obtain all required permits from
all other City of San Bernardino Departments/divisions and/or agencies including, but not
limited to, Building Division, Public Services - Sewer, Water, County Flood Control, Railroad,
Caltrans, Fish & Game, Corp. of Engineers, Regional Water Quality Board, etc., at his/her own
expense, unless otherwise stated in the Plans and Specifications. These fees and permits shall
include water and sewer hook-up, meter, inspection and flagging fees. Contractor shall obtain a
City of San Bernardino Business License at his/her own expense.
6-1.05 EXTRA WORK AND MARKUP -- Any extra work done shall conform to the
provisions of Section 3.3, "Extra Work", of the Standard Specifications, subject to the
restrictions of Section 20452 and 20455 of the Public Contract Code.
A. Work by Contractor The following percentages shall be added to the
Contractor's costs and shall constitute the markup for all overhead and profits:
I)
2)
3)
4)
Labor
Material
Equipment Rental
Other items and Expenditures
20
15
15
15
To the sum of the costs and markups provided for in this subjection,
compensation for bonding shall be at the rate specified by the bonding company.
SP-20
B. Work by Subcontractor When all or any part of the extra work is performed
by a Subcontractor, the markup established above shall be applied to the
Subcontractor's actual cost of such work, also a markup of 10 percent on the first
$5,000.00 of the subcontracted portion of the extra work and a markup of 5
percent on work added in excess of $5,000.00 of the subcontracted portion of the
extra work may be added by the Contractor.
6-1.06 HOLIDAYS, WORKING DAYS AND HOURS -- The Contractor's activities
shall be confined to the hours between 7:00 a.m. and 4:30 p.m., Monday through Friday,
excluding holidays, as defined in this section. Deviation from these hours will not be permitted
without the prior consent of the Engineer, except in emergencies involving immediate hazard to
persons or property. No traveled lane shall be closed during rush hour, (7:00 a.m. to 8:30 a.m.
and 4:30 p.m. to 6:00 p.m., unless approved by the Engineer.
The Contractor shall coordinate with the Engineer regarding working hours prior to start
of construction. In the event of either a requested or emergency deviation, inspection service
fees will be charged against the Contractor. The service fees will be calculated at overtime
rates, including benefits, overhead and travel time.
The Contractor will coordinate inspections with the Public Works Inspector 48
hours prior to any work being done during evenings or Saturdays.
Designated legal Holidays are: January 1'\ the third Monday in January, the third
Monday in February, the last Monday in May, July 4t\ the first Monday in September,
November 11th, Thanksgiving Day and the Friday following, December 25th and the working
day preceding or following (as directed by the Mayor and Common Council) and the last
working day of the year. When a designated legal holiday falls on a Sunday, the following
Monday shall be a designated legal holiday. When a designated legal holiday falls on a
Saturday, the preceding Friday shall be designated a legal holiday.
6-1.07 PAYMENTS -- Attention is directed to Section 9-3, "Payments", and 9-3.2,
"Partial and Final Payment", of the Standard Specifications and these Special Provisions.
No partial payment will be made for any materials which are furnished, but not
incorporated in the work.
The Contractor shall submit "As Built" project drawings to the Engineer prior to the
release of final payment and/or bonds.
SP-21
6-1.08 PROJECT APPEARANCE -- The contractor shall maintain a neat appearance
to the work including use of street sweeping.
In any area visible to the public, the following shall apply:
When practicable, broken concrete and debris developed during clearing and
grubbing shall be disposed of concurrently with its removal. If stockpiling is
necessary, the material shall be removed or disposed of weekly unless otherwise
specified.
6-1.09 DISPOSAL OF EXCESS EXCAVATED OR REMOVED MATERIAL --
Unless otherwise specified, all excess excavation or removed material shall become the property
of the Contractor and shall be disposed of by him away from the site of the work.
6-1.10 SURVEYING SERVICE -- Surveying and/or contract staking shall be done
per Section 2-9.2 of the Standard Specifications and these Special Provisions.
City crew will perform surveying and/or contract staking. A registered Civil Engineer or
Land Surveyor shall perform any surveying or staking necessary to replace surveying or staking
damaged by the Contractor, at the Contractor's expense. The Contractor shall submit to the
City a copy of all survey notes and a Certificate of line and grade.
All existing monumentation, which may be destroyed or covered by the proposed work,
shall be referenced prior to construction. Comer Records shall be filed, pre and post
construction, in accordance with Section 8771 of the Business and Professions Code (AB 1414).
Final monumentation of alignments and new R!W lines shall be performed in accordance with
the State of California Surveys Manual (latest edition). Record of Surveys or In-Lieu Maps, as
applicable, shall be prepared and filed. One reproducible (mylar) copy of all filed maps and one
photocopy of all filed Comer Records or Records of Survey shall be delivered to the City within
30 days of such filings.
6-1.11 APPROVED MATERIALS - Wherever the expression "or approved equal" is
used, it shall be taken to mean the approval by the City Engineer of any substitution of material
or material specified herein. All substitution requests shall state the reason for the request and
the difference in price between the item specified and the requested substitution.
All substitution requests shall be submitted to the City Engineer in writing five (5)
working days prior to the bid opening. No requests for substitutions will be considered by
telephone.
SP-22
The Contractor shall submit to the Engineer for review and approval six (6) copies of all
shop drawings.
The Contractor shall make any corrections to shop drawings required by the Engineer.
6-1.12 CITY-FURNISHED MATERIALS - City-furnished material, when applicable
as specified in other sections of these Special Provisions, shall comply with the following:
A. Materials, if furnished by the City, will be made available as specified in these
Special Provisions. The Contractor is responsible for loading, unloading, hauling
and handling, and placing City-furnished materials.
B. The Contractor shall inspect and assure itself of the amount and soundness of
such materials.
C. The Contractor will be held responsible for all materials furnished to it, and shall
pay all demurrage and storage charges. City-furnished materials lost or damaged
from any cause whatsoever shall be replaced by the Contractor. The Contractor
will be liable to the City for the cost of replacing City-furnished material and such
cost may be deducted from any monies due or to become due the Contractor.
6-1.13 CLAYTON ACT AND CARTWRIGHT ACT -- Section 4551 of the State
Government Code specifies that in executing a public works contract with the CITY to supply
goods, services or materials, the Contractor or Subcontractor offers and agrees to assign to the
CITY all rights, title and interest in and to all causes of action it may have under Section 4 of
the Clayton Act (15 D.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 commencing with
Sec. 16700) of Part 2 of Division 7 of the Business and Professions Code, arising from purchase
of goods, services or materials pursuant to the contract or subcontract. This assignment shall
become effective when the CITY tenders final payment to the Contractor without further
acknowledgement by the parties.
6-1.14 PROJECT ERRORS. OMISSIONS. INCONSISTENCIES. AND/OR
DISCREPANCIES -- In the event of errors, omissions, inconsistencies, and/or discrepancies
among two or more portions ofthe Contract Documents, the Engineer may direct the Contractor
to follow the most stringent requirements at no additional cost.
SP-23
If errors, omission, inconsistencies, and/or discrepancies appear in the Contract
Documents or in the work done by others affecting this work, the Contractor shall immediately
notify the Engineer prior to proceeding with the work, and the Engineer shall issue appropriate
instructions. If the Contractor proceeds with the work so affected, without instructions from the
Engineer, the Contractor shall remove the incorrect work or make the necessary corrections to
comply with the Engineer's instructions at no cost to the City of San Bernardino.
In case of conflicts, errors, omissions, inconsistencies, and/or discrepancies on the plan
sheets, it is assumed that the bid included the cost for implementing .and/or constructing the
discrepancy that would have the highest dollar value. .
6-1.15 EMERGENCY INFORMATION -- The names, addresses and telephone
numbers of the Contractor and subcontractors, or their representatives, which can be reached
and will respond to calls 24 hours/day, shall be filed with the Office of the City Engineer prior
to beginning work.
6-1.16 MAINTENANCE OF EXISTING IMPROVEMENTS -- The Contractor shall
protect and maintain all existing improvements and facilities in place to remain from the first
day of work under this contract to acceptance. Contractor is responsible for replacing any
damaged improvement or facility to original condition or better.
6-1.17 CONTRACTOR'S SAFETY RESPONSIBILITY -- The Contractor shall be
solely and completely responsible for conditions of the jobsite, including safety of all persons
and property during performance of the work. This requirement shall apply continuously and
not be limited to normal working hours. Safety provisions shall conform to U.S. Department of
Labor (OSHA), the California Occupational Safety and Health Act, and all other applicable
Federal, State, County, and City laws, ordinances, regulations, codes, the requirements set forth
below, and any regulations that may be detailed in other parts of the Contract Documents.
Where any ofthese are in conflict, the more stringent requirement shall be followed.
6-1.18 SAFETY SUPERVISOR AND MEETINGS --
A. The Contractor shall appoint an employee as safety supervisor who is qualified
and authorize to supervise and enforce compliance with the Safety Program. The
Contractor shall notify the Engineer in writing prior to the commencement of
work of the name of the person who will act as the Contractor's Safety
Supervisor.
SP-24
B. The Contractor will, through and with his Safety Supervisor, ensure that all of its
employees, and its subcontractors of any tier, fully comply with the Project Safety
Policies. The Safety Supervisor shall be a full-time employee of the Contractor
whose responsibility shall be for supervising compliance with applicable safety
requirements on the work site and for developing and implementing safety
training classes for all job personnel.
C. The Contractor and its affected subcontractors shall attend safety coordination
meetings. The minutes of their meetings shall be submitted to the Engineer.
6-1-19 MEETINGS n
A. The Contractor shall attend weekly progress meetings at the project site.
B. In general, these meetings will be attended by the Contractor, the Engineer or his
designee, and any subcontractors, suppliers, distributors or other concerned
individuals with issues or items to discuss.
C. Meeting minutes will be taken by the Engineer or his/her designee. The meeting
minutes will be available to the Contractor at the following weekly meeting. The
Contractor shall be responsible to distribute the meeting minutes to all parties
performing work under his contract.
D. The Engineer shall have the authority to require that a mandatory meeting be held
at any time during normal work hours.
E. These meetings shall be attended by the Contractor, the Engineer or his/her
designee, and may subcontractors specified by the Engineer.
6-1.19 PAYMENT -- Full compensation for conforming to the requirements of
Section 6 shall be considered as included in the prices paid for the various contract items of
work involved and no additional compensation will be allowed therefor.
SP-25
SECTION 7
7-1 UTILITIES
7-1.01 GENERAL -- The location of all utility substructures that may affect the work
shall comply with Section 5, "Utilities", of the Standard Specifications and these Special
Provisions. Notify the Engineer immediately of any conflict. Match existing products: The
Contractor is responsible for coordinating work with the utility owners.
Certain companies, governmental agencies, or their contractors may be working within
the construction area. Certain utility facilities at various locations within the project limits may
be removed, relocated, abandoned, or installed by companies' or agencies' contractors. The
Contractor shall coordinate his work with utility owners and their contractors.
The Contractor shall exercise due caution to prevent any damage t%r movement of
these utility facilities. Listed below are the utilities that may be affected, with the designated
contact person. These names and phone numbers are listed for information purposes only. The
Contractor is responsible for verifying phone numbers and contact persons.
1. SOUTHERN CALIFORNIA EDISON COMPANY
287 Tennessee Street
Redlands, CA 92373
Phone: (909) 307-6788
Attn: Ben Murguia
2. SOUTHERN CALIFORNIA GAS COMPANY
1981 West Lugonia Avenue
Redlands, CA 92373
Phone: (909) 335-7772
Attn: Devry Jennings
3. SAN BERNARDINO MUNICIPAL WATER DEPARTMENT
Water Utility Division
195 North "D" Street
San Bernardino, CA 92401
Phone: (909) 387-7224
Attn: Ellis Williams
SP-26
4. VERIZON
1980 Orange Tree Lane, Suite 100
Redlands, CA 92374-2803
Phone: (909) 748-6647
Phone: (909) 748-6644
Attn: Terry Dietz
Attn: Chuck Austin
5. ADELPHIA (COMCAST)
1260 South Dupont A venue
Ontario, CA 91761-1561
Phone: (909) 975-3349
Attn: Jack Hays
6. ADELPHIA (TC1)
1260 South Dupont A venue
Ontario, CA 91761-1561
Phone: (909) 798-8588
Attn: Mark Davenhauer
7. A.T. & T. - OSP Engineering
Cable Maintenance & Right-of-Way
360 East Alessandro Boulevard
Riverside, CA 92508-2402
Phone: (909) 776-3914
Attn: Rubin Martinez or Franco Jauregui
8. U.S. SPRINT COMMUNICATIONS
Attn: Outside Plant Engineering
282 South Sycamore Street
Rialto, CA 92376
Phone: (909) 874-7450
Attn: Lynn Durrett
9. MCI WORLDCOM
Pacific Division
157 S. Lilac Avenue
Rialto, CA 92376
Phone: (909) 421-5003
Attn: Jim Yoder
SP-27
10. TIME WARNER TELECOM OF CALIFORNIA
430N. Vineyard Avenue, Suite#150
Ontario, CA 91764
Phone: (909) 456-3693
Attn: Bart Vanwey
11. SBC (PACIFIC BELL TELEPHONE)
ATTN: Right-of-Way Liaison
3939 E. Coronado Street, 2ND Floor
Anaheim, CA 92807
Phone: (714) 666-5401
Attn: Janet Newman
12. MCI
NATIONAL SUPPORTIINVESTIGA TIONS
Dept. 2855, Loc 642
2250 Lakeside Boulevard
Richardson, TX 75082
Phone: (972) 656-1030
Attn: Jonathan Clark
13. EAST VALLEY WATER DISTRICT
1155 N. Del Rosa Avenue
San Bernardino, CA. 92410
Phone: (909) 888-8986
Attn: Ig Seifert
14. WEST SAN BERNARDINO COUNTY WATER
855 W. Baseline Street
Rialto, CA 92376
Phone: (909) 875-1361
Attn: Don Hanna
15. SAN BERNARDINO COUNTY INFORMATION SERVICES
NETWORK SERVICES
777 E. Rialto A venue
San Bernardino, CA 92415-0740
Phone: (909)387-2010
Attn: David Buchanan
SP-28
16. CITY OF SAN BERNARDINO
TRAFFIC SIGNALS
234 S. Mt. View, #110
San Bernardino, CA
Phone: (909) 384-5129
Attn: Charles Temple
7-1.02 CONTRACTOR'S RESPONSIBILITY -- The Contractor shall verify the
location of all underground utilities and services, including potholing, before proceeding with
the excavation work, requesting in advance the services of inspectors from the utility companies
in order to ascertain said locations. Damage to underground utilities resulting from neglect on
the part of the Contractor shall be corrected and paid for by the Contractor.
7-1.03 COOPERATION AND COLLATERAL WORK -- The Contractor shall
conform to the requirements of Section 7-7, "Cooperation and Collateral Work", of the Standard
Specifications.
7-1.04 UTILITIES NOTIFICATION n The Contractor shall notify all owners of
public utilities seventy two (72) hours in advance of excavating around any of their facilities
and substructures and shall also provide the same notice to Underground Service Alert of
Southern California, telephone number 1/800/422-4133.
7-1.05 UTILITIES INTERFERENCE -- Utilities which are found, by exploratory
location or by excavation, to interfere with the construction of this project will be relocated,
altered, or reconstructed, or the Engineer may order changes in location, line or grade of the
project structure, to be built in order to avoid said utility. The Contractor may coordinate the
work with the utility owners.
Abandoned utilities, which interfere with the construction of any portion of this project,
may be cut by the Contractor, the interfering portion of the utility removed and open ends of the
pipe sealed with a suitable plug or cap.
7-1.06 PAYMENT -- Full compensation for conforming to the requirements of this
Section, not otherwise provided for, shall be considered as included in the prices paid for the
various contract bid items of work involved and no additional compensation will be allowed
therefor.
SP-29
SECTION 8
8-1 DESCRIPTION OF WORK
8.1-01 DESCRIPTION OF WORK n The work being done under this contract
consists, in general, of construction of the fire station and other items or details, not mentioned
above, that are required by the Plans, Standard Specifications, or these Special Provisions shall
be performed, placed, constructed or installed. .
8-1.02 CLEAN UP AND DUST CONTROL n Clean up and dust control shall
conform to provisions in Section 7-8.1, "Clean Up and Dust Control", of the Standard
Specifications.
The Contractor shall water down the site during periods of high winds as directed by the
Engineer, including periods when the work is not actually in progress. Failure to respond to a
directive to water the site in a prompt manner will result in the City making other arrangements
to have this item of work done and the costs billed to the Contractor, or it shall be paid for by
the Contractor as a deduction from his contract.
The work to be done shall include furnishing all materials, equipment, tools, labor, taxes
and incidentals as required by the Contract Documents to construct the project.
Addenda issued during the time of bidding shall become a part of the documents
furnished to all bidders for the preparation of bids, shall be covered in the bids, and shall be
make a part of the contract. Each Bid shall include specific acknowledgement in the space
provided of receipt of all Addenda issued during the bidding period. Failure to so acknowledge
may result in the Bid being rejected as not responsive.
SP-30
8-1.04 PRE-BID INOUIRIES -- NO ORAL representations or interpretations will be
made to any Bidder as to the meaning of the Specifications, Plans, any addenda, or other
Contract Documents. Written requests for an interpretation, or to identify a potential omission,
discrepancy, or misunderstanding will be accepted until one week prior to bid opening.
Only written requests to Facilities Management or the Public Works Division will be
responded to in writing.
If there are any questions regarding this project, please contact:
Facilities Management, Basement Floor
San Bernardino City Hall
300 North "D" Street
San Bernardino, CA 92418
Attention: David Taylor, Project Manager
Re: FIRE STATION NO. 232
6055 N. PALM AVENUE
Plan and Special Provisions No. 10808
Tel: (909) 384-5244; Fax: (909) 384-5012
E-mail: taylor _ da@sbcity.org
SP-3\
SECTION 9
9-1 TRAFFIC CONTROL
9-1.01 GENERAL -- Attention is directed to Section 7-10, "Public Convenience and
Safety", of the Standard Specifications for Public Works Construction, 2003 Edition and these
Special Provisions.
Warning signs, lights, cones, barricades and devices for use in performance of work
upon highways shall conform to the "Traffic Control Manual", current edition, published by the
State of California, and the "Work Area Protection and Traffic Control Manual", current
edition.
The Contractor shall submit and obtain City approval for traffic control and traffic detour
plans prior to the commencement of operations on a street. Traffic control and detour plans
shall be based on the most recent Caltrans Manual of Traffic Control, Chapter 5, Traffic
Controls for Construction and Maintenance Work Zones.
All temporary traffic striping, and maintenance shall be done by the Contractor,
including placement of temporary tape on all crosswalks. The Contractor shall restore all
existing striping to original configuration as directed by the Engineer.
All warning, regulatory and construction signs shall be fully reflectorized. The traffic
cones to be used shall be thirty-six inches (36") in height, rubber or plastic, and be reflectorized.
All work areas must be properly illuminated at night to the satisfaction of the Engineer.
The Contractor shall take all necessary measures to obtain a normal flow of traffic to
prevent accidents and to protect the work throughout the construction stages until completion of
the work. The Contractor shall be responsible for implementing the approved traffic control
plan based on the most recent Caltrans Manual of Traffic Control, Traffic Controls for
Construction and Maintenance Work Zones. The Contractor shall make the necessary
arrangements to provide and maintain barriers, cones, barricades, construction warnings,
regulatory signs and any other safety control devices, including flagmen. The Contractor shall
take measures necessary to protect all other portions of the work during construction and until
completion, providing and maintaining all necessary barriers, barricade lights and striping,
including crosswalks.
SP-32
In addition to the foregoing traffic control and safety measures, the Contractor shall
immediately implement any measures requested by the Engineer defined as necessary to
ensure the proper flow of traffic, the protection of the public and/or the safety of the workers.
The Contractor shall maintain at all times the ability to respond to calls from the
Engineer, including during non-working hours, to replace or provide additional traffic control or
safety devices as required.
All places of business and residences along the streets that are within the limits of any
work shall be notified by the Contractor in writing at least seven (7) days prior to
commencement of work. This notification shall explain the sequence of work and indicate any
restrictions of parking and access. Verbal notification shall be given to all places of business
and residences at least 18 hours in advance of commencing work that will affect access to and
from their properties.
9-1.02 TURN RESTRICTIONS The Contractor shall post appropriate SignS
restricting turns when directed to do so by the Engineer.
9-1.03 PARKING RESTRICTIONS Unless otherwise provided herein, the
Contractor may post temporary "NO PARKING" signs within the area of work as required to
facilitate construction operations, subject to approval of the Engineer.
The Contractor shall furnish, maintain, and install (seven days prior to the start of work)
all "TEMPORARY NO PARKING" signs with the duration of the no parking time written on
them. The Contractor will be responsible for posting, removing, and maintaining these signs as
required for this project. The Contractor shall make his own arrangements relative to keeping
the working area clear of parked vehicles. The Contractor shall obtain prior approval from the
Engineer for removal of vehicles.
9-1.04 TRAFFIC LANES -- Traffic lanes shall have a minimum width of 10 feet with
a minimum of one lane open in each direction. A minimum shoulder width of 2 feet shall be
provided adjacent to curbs, posts and other similar obstructions, and 5 feet shall be provided
adjacent to any excavation, unless otherwise authorized by the Engineer.
9-1.05 ACCESS TO ABUTTING PROPERTY AND ROAD AND TRAVEL LANE
CLOSURE -- The Contractor shall so conduct his operations as to offer the least possible
obstruction and inconvenience to the public. Convenience access to abutting properties shall be
maintained and remain open, unless approved by the Engineer.
SP-33
If lane closures are approved by the Engineer, the full width of the traveled way shall be
open for use by public traffic from 4:00 p.m. to 8:30 a.m., all day for Saturdays, Sundays, and
designated legal holidays, after 3:00 p.m. on Fridays and the day preceding designated legal
holidays, and when construction operations are not actively in progress on working days. The
Contractor shall install signs to notify the public of days and times that traveled lanes or roads
will be closed seven (7) days in advance of lane or road closures. No traveled lane will be
closed without authorized approval given by the Engineer. If any traveled lane or road is
allowed to be closed by the Engineer, the Contractor shall install signs to notify the public of
days and times that traveled lanes or roads will be closed seven (7) days in advance of the lane
or road closure.
Personal vehicles of the Contractor's employees shall not be parked 0 the traveled way at
any time.
9-1.06 PUBLIC CONVENIENCE -- During the progress of work, adequate provisions
shall be made by the Contractor to accommodate the normal vehicular and pedestrian traffic
along streets, roads, and highways, immediately adjacent to or crossing the work, so as to cause
a minimum of inconvenience to the general public.
Emergency vehicles shall be permitted access at all times to any street.
9-1.07 FLASHING ARROW SIGNS -- The Contractor shall furnish and maintain
flashing arrow signs (F AS) during lane closures or detours on streets. The Engineer shall
determine when F AS is required at any location.
9-1.08 PAYMENT -- Full compensation for furnishing and installing signs, lights
flares, barricades and other traffic control devices necessary to expedite passage of public traffic
through the work area shall be considered as included in the lump sum contract bid price for the
construction of "Fire Station No. 232", and no additional compensation will be allowed
therefor.
The provisions in this Section may be modified or altered if, in the opinion of the
Engineer, public traffic will be better served and work expedited. Said modifications or
alterations shall be adopted immediately and shall be considered paid in full as a part of the
lump sum contract bid price for the construction of "Fire Station No. 232", and no additional
compensation will be allowed therefor.
SP-34
SECTION 10
10-1 MOBIUZA TION
1O-1.Dl GENERAL -- Mobilization shall comply with the requirements of Section 9-
3.4, "Mobilization", of the Standard Specifications.
A. Mobilization may include, but not be limited to, the following principle items:
I. Submittal and modification, as required, of the Construction Schedule.
2. Review of the Site.
3. Obtaining all required Transportation Permits.
4. Submittal of all required insurance certificates and bonds as required by these Specifications.
5. Moving onto the site (as required), including, but not limited to:
a. Equipment
b. Arranging for and erection of Contractor's work and storage areas.
6. Installing construction fencing and temporary construction power and wiring.
7. Providing a minimum of one restroom facility for each twenty-five (25) workers occupying
the site. Facilities may include existing functioning restrooms or portable chemical
facilities, or any combination thereof, and shall count as one for each urinal or one for each
water closet (as required).
8. Installing all temporary utilities (as required).
9. Posting all OSHA required notices and establishment of safety programs.
10. Posting of all Department ofLabor notices.
II. Having Contractor's superintendent at the job site full-time and responding 24 hours per day.
12. Air and water quality protective measures, as necessary, and without limitation.
13. Demobilization of the Site.
14. Any other item as specified.
10-1.02 PAYMENT - Full compensation for "Mobilization", the cost of work in
advance of construction operation, shall be deemed to be included in the lump sum contract bid
price paid for the construction of "Fire Station No. 232", and no additional compensation will
be allowed therefor.
SP-35
AGREEMENT
CITY OF SAN BERNARDINO
THIS AGREEMENT is made and concluded this day of
between the City of San Bernardino(hereinafter "City"), and
(hereinafter "Contractor").
,2006,
I. For and in consideration of the payments and agreements hereinafter mentioned, to be
made and performed by the City, and under the conditions expressed in the bond as
deposited with the City, receipt of which is hereby acknowledged, Contractor agrees
with the City, at Contractor's own proper cost and expense in the Special Provisions to
be furnished by the City, necessary to complete in good workmanlike and substantial
manner the
PERRIS HILL SENIOR CENTER EXPANSION
CITY OF SAN BERNARDINO
In strict conformity with Plans and Special Provisions No. RFQ F-07-17 and also in
accordance with the Standard Specifications for Public Works/Construction, 2003
Edition, on file in the Office of the City Engineer, Public Works Division, Department of
Development Services City of San Bernardino, which said Special Provisions and
Standard Specifications are hereby especially referred to and by such reference made a
part hereof. Project shall be administered in accordance with the California Public
Contract Code, and any other applicable federal, state and local laws.
2. Contractor agrees to receive and accept the prices as set forth in the bid schedule as full
compensation for furnishing all materials and doing all the work contemplated and
embraced in this agreement; also for all loss or damage arising out of the nature of the
work aforesaid or from any unforeseen difficulties or obstructions which may arise or be
encountered in the prosecution of the work and for all risks of every description
connected with the work; also for all expenses incurred by or in consequence of the
suspension or discontinuance of work, and for well and faithfully completing the work
and the whole thereof, in the manner and according to the Plans and Special Provisions,
and requirements of the Engineer under them.
3. The Contractor herein covenants by and for himself or herself, his or her heirs,
Executors, administrators, and assigns, and all persons claiming under or through them,
that there shall be no discrimination against or segregation of, any person or group of
persons on account of race, color, creed, religion, sex, marital status, national origin, or
ancestry in the performance of this contract, nor shall the Contractor or any person
claiming under or through him or her, establish or permit any such practice or practices
of discrimination or segregation with reference to the selection of subcontractors,
vendees, or employees in the performance of this contract.
AGREEMENT: PERRIS HILL SENIOR CENTER EXPANSION
4. City hereby promises and agrees with the said Contractor to employ, and does
Hereby employ the said Contractor to provide the materials and to do the work according
to the terms and conditions herein contained and referred to, for the prices aforesaid, and
hereby contracts to pay the same at the time, in the manner, and upon the conditions
above set forth; and the same parties for themselves, their heirs, executors,
administrators, and assigns, do hereby agree to the full performance of the covenants
herein contained.
5. It is further expressly agreed by and between the parties hereto that should there
Be any conflict between the terms of this instrument and the bid of said Contractor, then
this instrument shall control and nothing herein shall be considered as an acceptance of
said terms of said bid conflicting herewith.
IN WITNESS WHEREOF, the parties hereto have caused this Agreement t9 be executed on
the date written above by their duly authorized officers on their behalf.
CONTRACTOR:
CITY OF SAN BERNARDINO
JM ~ilders, In.
BY: ~
Sig
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. Morris,
an Bernardino
TITLE:
ATTEST.
MAILING ADDRESS:
2' or:=H l YOc-( It...... f.TIIf...
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BY:
Q~h.~
RaChel Clark, City Clerk
PHONE NO: q CYt:JQ3- Lf to'61
Approved as to form:
JAMES F. PENMAN, City Attorney
BY~
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PROJECT MANUAL
FOR THE CONSTRUCTION OF
Perris HiU Senior Center Expansion
City of San Bernardino
Facilities Management Depa
August 2, 2006
MAN. NO.
...
TABLE of CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
NOT USED
DIVISION 02 - SITE CONSTRUCTION
02050 BASIC SITE MATERIALS AND METHODS
02051 GENERAL SITE CONSTRUCTION REQUIREMENTS
02200 SITE PREPARATION
02222 MINOR SITE DEMOLITION
02230 SITE CLEARING
02300 EARTHWORK
02315 EXCAVATION AND FILL
DIVISION 03 - CONCRETE
03100 CONCRETE FORMS AND ACCESSORIES
03120 CAST-IN-PLACE CONCRETE FORMS
03152 ANCHORS AND INSERTS
03200 CONCRETE REINFORCEMENT
03210 REINFORCING STEEL
03300 CAST -IN-PLACE CONCRETE
03313 NORMAL WEIGHT STRUCTURAL CONCRETE
03391 WATER CONCRETE CURING
03396 MEMBRANE CONCRETE CURING
DIVISION 04 - MASONRY
NOT USED
DIVISION 05 - METALS
05050 BASIC METAL MATERIALS AND METHODS
05090 METAL FASTENING
05100 STRUCTURAL METAL FRAMING
05124 STRUCTURAL STEEL FRAMING
05129 MISCELLANEOUS STRUCTURAL STEEL
o I V I S ION 0 6 - WOOD AND P LAS TIC S
06050 BASIC WOOD AND PLASTIC MATERIALS AND METHODS
02514
Perris Hill Sr. Center Expansion
1
Table of Contents
06072 WOOD PRESERVATIVE TREATMENT
06090 WOOD AND PLASTIC FASTENINGS
06100 ROUGH CARPENTRY
06110 WOOD FRAMING
06165 WOOD PANEL PRODUCT SHEATHING
06174 OPEN WEB TRUSSES
06200 FINISH CARPENTRY
06201 GENERAL FINISH CARPENTRY REQUIREMENTS
06202 DOOR, FRAME, AND FINISH HARDWARE INSTALLATION
o I V I S ION 0 7 - THE R MAL AND MOl S T U R E PRO T E C T ION
07200 THERMAL PROTECTION
07212 FACED BATT INSULATION
07261 UNDER-SLAB VAPOR RETARDERS
07271 AIR INFILTRATION BARRIERS
07500 MEMBRANE ROOFING
07511 BUILT-UP ASPHALT ROOFING
07600 FLASHING AND SHEET METAL
07621 FLASHING AND COUNTERFLASHING I Galvanized Steel
07800 SMOKE AND FIRE PROTECTION
07840 FIRESTOPPING
07900 JOINT SEALERS
07920 JOINT SEALANTS
o I V I S ION 0 8 - 0 0 0 R SAND WIN 0 0 W S
08100 METAL DOORS AND FRAMES
08112
08115
STANDARD STEEL DOORS
STANDARD STEEL FRAMES
08200 WOOD AND PLASTIC DOORS
08211 FLUSH WOOD DOORS I Field-Finished
08400 ENTRANCES AND STOREFRONTS
08411 ALUMINUM-FRAMED STOREFRONTS
08700 HARDWARE
08701 GENERAL HARDWARE REQUIREMENTS
08711 HANGING DEVICES
08712 SECURING DEVICES
02514
Perris Hill Sr. Center Expansion
2
-
-
-
Table of Contents
08714 ACCESSORIES FOR PAIRS OF DOORS
08715 CLOSING DEVICES
08716 PROTECTIVE PLATES AND TRIM
08717 STOPS AND HOLDERS
08718 ACCESSORIES
08771 KEY STORAGE AND CONTROL EQUIPMENT
08800 GLAZING
08810 GLASS
DIVISION 09 - FINISHES
09100 METAL SUPPORT ASSEMBLIES
09130 ACOUSTICAL SUSPENSION
09200 PLASTER AND GYPSUM BOARD
09250 GYPSUM BOARD
09300 TilE
09305 TILE SETTING MATERIALS AND ACCESSORIES
09340 PAVER TILE
09500 CEILINGS
09512 ACOUSTICAL PANEL CEILINGS
09560 TEXTURED CEILINGS
09600 FLOORING
09608 FLOOR PREPARATION
09650 RESILIENT TILE FLOORING
09651 RESILIENT BASE AND ACCESSORIES
09684 SHEET CARPET
09700 WAll FINISHES
09771 TEXTURED WALLS
09900 PAINTS AND COATINGS
09901 GENERAL PAINTING AND COATING REQUIREMENTS
09912 EXTERIOR PAINTED FERROUS METAL
09913 EXTERIOR PAINTED GALVANIZED METAL
09923 INTERIOR PAINTED GYPSUM BOARD, PLASTER
09924 INTERIOR PAINTED
09936 INTERIOR CLEAR FINISHED HARDWOOD
DIVISION 10 - SPECIALTIES
10300 MANUFACTURED FIREPLACES
10310 GAS FIREPLACE
10600 PARTITIONS
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Table of Contents
10655 OPERABLE PARTITIONS
DIVISION 11. EQUIPMENT
NOT USED
DIVISION 12 - FURNISHINGS
NOT USED
DIVISION 13 - SPECIAL CONSTRUCTION
13350 TESTING, ADJUSTING, AND BALANCING
13352 DUCT TESTING, ADJUSTING, AND BALANCING
13900 FIRE SUPPRESSION
13930 WET-PIPE FIRE-SUPPRESSION SPRINKLERS
DIVISION 14 CONVEYING SYSTEMS
.'
NOT USED
DIVISION 15 - MECHANICAL
15050 BASIC MECHANICAL MATERIALS AND METHODS
~,o
15051 GENERAL MECHANICAL REQUIREMENTS
15075 MECHANICAL IDENTIFICATION
15081 THERMAL DUCT INSULATION
15100 BUILDING SERVICES PIPING
15101 GENERAL PIPING REQUIREMENTS
15181 CONDENSATE DRAIN PIPING SYSTEMS
15196 NATURAL GAS PIPING SYSTEM
15700 HVAC EQUIPMENT
15731 PACKAGED HEATING AND AIR CONDITIONERS
~
15800 AIR DISTRIBUTION
15801 GENERAL DUCT REQUIREMENTS
15812 LOW-PRESSURE STEEL DUCTS
15815 NON-METAL DUCTS
15820 DUCT ACCESSORIES
15826 FIRE AND SMOKE DAMPERS
15851 DIFFUSERS, REGISTERS, AND GRILLES
15861 AIR FILTERS
15900 HVAC INSTRUMENTATION AND CONTROLS
15915 ELECTRIC AND ELECTRONIC CONTROL
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Table of Contents
DIVISION 16 - ELECTRICAL
16050 BASIC ELECTRICAL MATERIALS AND METHODS
16051 GENERAL ELECTRICAL REQUIREMENTS
16060 GROUNDING AND BONDING
16091 ELECTRICAL DEMOLITION REQUIREMENTS
16100 WIRING METHODS
16120 CONDUCTORS AND CABLES
16132 RACEWAY AND CONDUIT
16138 BOXES
16140 WIRING DEVICES
16150 WIRING CONNECTIONS
16400 LOW-VOLTAGE DISTRIBUTION
16410 ENCLOSED SWITCHES AND CIRCUIT BREAKERS
16442 PANELBOARDS
16500 LIGHTING
16510 INTERIOR LUMINAIRES
16532 EMERGENCY BATTERY UNITS
16700 COMMUNICATIONS
16721 TELEPHONE SYSTEM
16800 SOUND AND VIDEO
16811 SOUND AND VIDEO ELECTRICAL SYSTEM
END OF TABLE OF CONTENTS
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Table of Contents
NOT USED
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DIVISION 01
GENERAL REQUIREMENTS
END OF TABLE OF CONTENTS
"'~
1
Division 01
Table of Contents
DIVISION 02
SITE CONSTRUCTION
02050 BASIC SITE MATERIALS AND. METHODS
02051 GENERAL SITE CONSTRUCTION REQUIREMENTS
02200 SITE PREPARATION
02222 MINOR SITE DEMOLITION
02230 SITE CLEARING
02300 EARTHWORK
02315 EXCAVATION AND FILL
END OF TABLE OF CONTENTS
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Division 02
Table of Contents
SECTION 02051
GENERAL SITE CONSTRUCTION REQUIREMENTS
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited to
1. General procedures and requirements for Site Work.
PART 2 PRODUCTS - Not Used
PART 3 EXECUTION
3.1 PREPARATION
A. Site Verification Of Conditions
1 . 48 hours minimum prior to performing any work on site, contact to arrange for utility
location services.
2. Perform minor, investigative excavations to verify location of various existing underground
facilities at sufficient locations to assure that no conflict with the proposed work exists and
sufficient clearance is available to avoid damage to existing facilities.
3. Perform investigative excavating 10 days minimum in advance of performing any excavation
or underground work.
4. Upon discovery of conflicts or problems with existing facilities, notify Architect by phone or fax
within 24 hours. Follow telephone orfax notification with ietter and diagrams indicating conflict
or problem and sufficient measurements and details to evaluate problem.
-
,...,
3.2 PREPARATION
A. Protection
1. Spillage
a. Avoid spillage by covering and securing loads when hauling on or adjacent to public
streets or highways.
b. Remove spillage and sweep, wash, or otherwise clean project, streets, and highways.
2. Dust Control -
a. Take precautions necessary to prevent dust nuisance, both on-site and adjacent to public
and private properties.
b. Correct or repair damage caused by dust.
3. Existing Plants And Features - Do not damage tops, trunks, 'and roots of existing trees and
shrubs on site which are intended to remain. Do not use heavy equipment within branch
spread. Interfering branches may be removed only with permission of Architect. Do not
damage other plants and features which are to remain.
-
-,
B. If specified precautions are not taken or corrections and repairs made prom ptly, Owner may take
such steps as may be deemed necessary and deduct costs of such from monies due to Contractor.
Such action or lack of action on Owner's part does not relieve Contractor from responsibility for
proper protection of the Work.
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Section 02051
General Site Construction Requirements
3.4 FIELD QUALITY CONTROL
A. If work has been interrupted by weather, scheduling, or other reason, notify Architect 24 hours
minimum prior to intended resumption of work.
C. Owner reserves right to require additional testing to re-affirm suitability of completed work exposed
to adverse weather conditions.
END OF SECTION
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Section 02051
General Site Construction Requirements
SECTION 02222
MINOR SITE DEMOLITION FOR REMODELING
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Demolish and remove portions of existing site facilities as described in Contract Documents.
B. Related Sections
1. Section 02051 - General Site Construction Requirements
2. New and replacement work specified in appropriate specification Section.
1.2 SUBMITTALS
A. Closeout - Identify abandoned utility and service lines and capping locations on record drawings.
. 1.3 SCHEDULING
A. Include on Construction Schedule specified in Section 01300 detailed sequence of individual site
demolition operations.
B. Coordinate with Owner for equipment and materials to be removed by Owner.
PART 2 PRODUCTS - Not Used
PART 3 EXECUTION
3.1 PREPARATION
A. Notify corporations, companies, individuals, and local authorities owning conduits running to
property.
1. Protect and maintain conduits, drains, sewers, pipes, and wires that are to remain on the
property.
3.2 PERFORMANCE
A. Execute work in an orderly and careful manner, with due consideration for neighbors and the public.
B. Concrete Removal
1. Saw cut joints between material to be removed and material to remain to full depth.
2. Hand excavate trench one foot wide and 16 inches deep along concrete or paving to be
removed. Cut roots encountered with saw, axe, or pruners. Do not cut roots with excavating
equipment. Remove roots under concrete and paving to be replaced down to 12 inches below
finish grade.
3.4 CLEANING
A. Keep street and road reasonably clean, and sweep daily.
B. Sprinkle demolition rubbish and debris as necessary to lay dust.
C. Promptly remove demolition materials, rubbish, and debris from property.
END OF SECTION
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Section 02222
Minor Site Demolition
SECTION 02230
SITE CLEARING
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Prepare site for rough grading and structure excavation as described in Contract Documents.
B. Related Sections
1. Section 02051 - General Site Construction Requirements
PART 2 PRODUCTS - Not Used
PART 3 EXECUTION
3.1 PERFORMANCE
A. Tree And Brush Removal
1. Cut off trees, shrubs, brush, and vegetative growth 12 inches maximum above ground.
2. Do not pull up or rip out roots of trees and shrubs that are to remain. If excavation through
roots is required, excavate by hand and cut roots with sharp axe. Make clean, smooth, sloping
cuts.
3. Cut roots 6 inches or iarger in diameter only with Architect's written permission.
B. Grubbing
1. Grub out stumps and roots 12 inches minimum below original ground surface, except as
follows -
a. Under buildings, remove roots one inch and larger entirely.
b. Entirely remove roots of plants which normally sprout from roots, as identified by
Architect.
C. Stripping
1. Strip existing vegetation layer 6 inches deep minimum from areas of site to receive
buildings and remove from site prior to stripping topsoil for storage and reuse.
3.3 CLEANING
A. Remove from site trees, shrubs, uprooted stumps, vegetative layer, and surface debris and dispose
of legally.
B. Do not bury cuttings, stumps, roots, and other vegetative matter or burnt waste material on site.
END OF SECTION
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Section 02230
Site Clearing
SECTION 02315
EXCAVATION AND FILL
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Perform Project excavating, trenching, backfilling, and compacting as described in Contract
Documents, except as specified below.
2. Procedure and quality for excavating, trenching, backfilling, and compacting performed on
Project under other Sections unless specifically specified otherwise.
B. Related Sections
1. Section 02051 - General Site Construction Requirements
2. Section 02230 - Site Clearing
3. Performance of excavating, backfilling, and compacting inside and outside of building required
for eiectrical and mechanical work is responsibility of respective Section doing work unless
arranged differently by Contractor.
~.
1.2 REFERENCES
A. American Society For Testing And Materials
1. ASTM D 1557-00, 'Test Method for Laboratory Compaction Characteristics of Soil Using
Modified Effort'
2. ASTM D 2487-00, 'Standard Classification of Soils for Engineering Purposes (Unified Soil
Classification System)'
3. ASTM D 2922-96, 'Standard Test Methods for Density of Soil and Soil-Aggregate in Place by
Nuclear Methods (Shallow Depth)'
4. ASTM D 3017-1996, 'Standard Test Method for Water Content of Soil and Rock in Place by
Nuclear Methods (Shallow Depth)'
-
1.3 DEFINITIONS
A. Relative Compaction - Ratio offield dry density as determined by ASTM D 2922 and ASTM D 3017
or 2216, and laboratory maximum dry density as determined by ASTM D 1557.
-
PART 2 PRODUCTS
2.1 MATERIALS
A. Site Material - Existing excavated material on site is suitable for use as fill and backfill to meet
Project requirements.
B. Imported Filii Backfill
1. Well graded material conforming to ASTM D 2487 free from debris, organic material, frozen
materials, brick, lime, concrete, and other material which would prevent adequate performance
of backfill.
a. Under Building Footprint - Fill shall comply with soil classification groups GW, GP, GM,
SW, SP, or SM. Fill may not contain stones over 6 inches diameter and 90 percent
minimum of fill shall be smaller than 1-1/2 inch in any direction.
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Section 02315
Excavation And Fill
-,
PART 3 EXECUTION
3.1 EXAMINATION
A. Carefully examine site and available information to determine type soil to be encountered. Discuss
problems with Architect before proceeding with work.
3.2 PREPARATION
A. Protection of Existing Utilities
1. If existing utility lines not identified in Contract Documents are encountered, contact Architect
before proceeding.
B. Before placing fill or finish work, prepare sub-grade as follows
1. Under Building Slabs I Pads - Scarify sub-grade 6 inches deep, moisture condition to uniform
moisture content of between optimum and 4 percent over optimum, and mechanically tamp
6 inches deep to gO percent minimum of relative compaction.
3.3 PERFORMANCE
A. Excavation
1. Building Footings And Foundations
a. Excavate as necessary for proper placement and forming of footings and foundations.
b. Bottom of excavations to receive footings shall be undisturbed soil.
c. Excavation Carried Deeper Than Required -
1) Under Footings - Fill with concrete specified for footings.
2) Under Slabs - Use specified compacted backfill material.
B. Filii Backfill
1. General
a. Around Buildings And Structures - Slope grade away from building. Hand backfill when
close to building or where damage to building might result.
2. Compacting-
a. Filii Backfill -
1) Under Building Slabs - Place in 8 inch maximum layers, dampen (do not soak), and
mechanically tamp to 95 percent minimum of maximum density as established by
ASTM D 1557.
3.4 REPAIR I RESTORATION
A. Damage to other portions of the Work due to work of this Section shall be repaired at no additional
cost to Owner. On new work, damage shall be repaired by original installer.
3.5 CLEANING
A. Debris and material not necessary for Project are property of Contractor and are to be removed
prior to completion of Project. However, if material necessary for Project is hauled away, replace -
with specified filii backfill material.
END OF SECTION
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Section 02315
Excavation And Fill
DIVISION 03
CONCRETE
03100 CONCRETE FORMS AND ACCESSORIES
03120 CAST-iN-PLACE CONCRETE FORMS
03152 ANCHORS AND iNSERTS
03200 CONCRETE REINFORCEMENT
03210 REINFORCING STEEL
03300 CAST-iN-PLACE CONCRETE
03313 NORMAL WEIGHT STRUCTURAL CONCRETE
03391 WATER CONCRETE CURING
03396 MEMBRANE CONCRETE CURING
""'.
END OF TABLE OF CONTENTS
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Division 03
Table of Contents
-,
SECTION 03120
CAST-iN-PLACE CONCRETE FORMS
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Design, construction. and safety of formwork.
2. Furnish and install required formwork ready for placing of concrete.
3. Strip and dispose of form work.
B. Related Sections
1. Section 03313 - Tolerances for placing normal weight structural concrete
1.2 REFERENCES
A. American Society For Testing And Materials
1. ASTM D 1751-99, 'Standard Specification for Preformed Expansion Joint Filler for Concrete
Paving and Structural Construction (Non-extruding and Resilient Bituminous Types)'
1.3 SUBMITTALS
A. Quality Assurance / Control - Manufacturer's application instructions for form release agent.
PART 2 PRODUCTS
2.1 COMPONENTS
A. Forms - Wood, metal, or plastic as arranged by Contractor. Forming material shall be compatible
with specified form release agents and with finish requirements for concrete to be left exposed or
to receive decorative finish.
B. Form Release Agents
1. Unexposed Surfaces Only - Contractor's option
2. Vertical, Exposed Surfaces or Unexposed Surfaces -
a. Chemically acting type.
b. Approved Products -
1) Crete-Lease 727 or 20-VOC by Cresset Chemical Co, Weston, OH
(800) 367-2020 www.cresset.com
2) Clean Strip (J-1 or J-3 VOC) by Dayton / Richmond Concrete Accessories,
Miamisburg,OH (800) 745-3700 www.daytonrichmond.com
3) E-Z Strip or DEBOND Form Coating by L & M Construction Chemicals, Omaha,
NE (800) 362-3331 www.lmcc.com
4) Duogard or Duogard II by W R Meadows, Elgin, IL (800) 342-5976
www.wrmeadows.com .
PART 3 EXECUTION
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Perris Hill Sr. Center
Section 03120
Cast-In-Place Concrete Forms
3.1 INSTALLATION
A. Forms
1. Assemble forms so forms are sufficiently tight to prevent leakage.
2. Properly brace and tie forms.
3. Provide temporary cleanouts at base of tall forms to facilitate cleaning and inspection.
4. Make proper form adjustments before, during, and after concreting.
5. Use new forms, or used forms that have been cleaned of loose concrete and other debris from
previous concreting and repaired to proper condition. Provide smooth liner on forms used for
concrete to be exposed if necessary to attain specified finish quality.
6. Use metal cold joint forms when unable to place concrete for footings, foundations, and slabs
in continuous pours.
7. Provide beveled 2 inch by 4 inch keys where shown on Drawings for tall or heavily loaded
walls.
B. Accessories
1. Provide for installation of inserts, templates, fastening devices, and other accessories to be set
in concrete prior to placing.
2. Position anchor bolts for hold-down anchors and columns and securely tie in place prior to
placing concrete.
C. Form Release Agents
1 . Film thickness shall be no thicker than as recommended by Manufacturer to attain specified
finish. Finish on vertical, exposed concrete shall be of quality equal to CCS-1 or CCS-2
surface as defined by Cresset Chemical.
2. Allow no release agent on reinforcing steel or footings.
D. Form Removal - Removal of forms can usually be accomplished in 12 to 24 hours. If temperature
is below 50 deg F or if concrete (stairs, beams, etc) depends on forms for structural support, leave
forms intact for sufficient period for concrete to reach adequate strength.
END OF SECTION
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Section 03120
Cast-In-Place Concrete Forms
SECTION 03152
ANCHORS AND INSERTS
PART 1 GENERAL
1.1 SUMMARY
A. Products Supplied But Not Installed Under This Section
1 . Concrete anchors and inserts not specified elsewhere.
B. Related Sections
1. Section 03313 - Installation
2. Section 05090 - Quality of anchor bolts
1.2 SUBMITTALS
A. Product Data - Manufacturer's product literature for each item.
B. Quality Assurance I Control - Manufacturer's installation recommendations for each item.
PART 2 PRODUCTS
2.1 MANUFACTURED UNITS
A. Adhesive Anchors
1. Acceptable Products -
a. HIT HY-150 System by Hilti
b. EPCON System by ITW Ramsetl Redhead
c. Power-Fast System by Powers Fastenin9
d. SET Adhesive by Simpson
e. Ultrabond by U S Anchor
B. Drilled-In Anchors
1 . Acceptabie Products
a. SUP-R-STUDS by MKT Fastening
b. Kwik Bolts by Hilti
c. TruBolt Carbon Wedge Anchors by ITW Ramsetl Redhead
d. Power-Stud by Powers Fastening
e. Wedge-All Wedge Anchors by Simpson
f. Wedge Anchors by U S Anchor Corp
2.2 MANUFACTURERS
A. MKT Fastening Corp, Lonoke, AR (800) 336-1640 or (501) 676-2222
B. Hilti Fastening Systems, Tulsa, OK (800) 333-1150 or (918) 252-6000 www.hiiti.com
C. ITW Ramsetl Redhead, Wood Dale, IL (708) 350-0370 www.ramset-redhead.com
D. Powers Fastenings Inc, New Rochelle, NY (800) 243-8160 or (914) 235-6300 www.powers.com
E. Simpson Strong-Tie, Pleasanton,CA (800) 999-5099 or (925) 460-9912 www.strongtie.com
F. US Anchor Corp, Pampano Beach, FL (800) 872-3330 or (954) 782-2221 www.usanchor.net
G. Equal as approved by Architect before installation. See Section 01600.
02514
Perris Hill Sr. Center
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Section 03152
Anchors And Inserts
PART 3 EXECUTION
3.1 INSTALLATION
A. Epoxy Anchors
1. Drill hole to specified diameter and depth.
2. Clean: Remove dust from hole with oil free compressed air. Clean with nylon brush and blow
out remaining dust.
3. Fill: Dispense bead of epoxy off to the side to check for proper mixture (a uniform color) before
using. Fill hole halfway. starting from bottom of hole to avoid air pockets. withdraw nozzle as
hole fills up.
4. Insert: Anchors must be clean and oil free. Insert anchor, turning slowly until the anchor
contacts the bottoms of the hole. Do not disturb during set time.
B. Drilled-In Anchors
1. Drill hole in the base material using a carbide tipped drill the same diameter as the anchor to
be installed. The hole should be at least Y. inch deeper than the embedment required.
2. Blow the hole clean using compressed air.
3. Assemble the anchor with the nut and washer so the top pf the nut is flush with the top of the
anchor. Place the anchor in the fixture and drive into the hole until washer and nut are tight
against the fixture.
4. Tighten nut finger tight. Tighten to required torque setting, or 3 to 5 turns from the finger tight
position.
END OF SECTION
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Section 03152
Anchors And Inserts
SECTION 03210
REINFORCING STEEL
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install concrete reinforcing steel as described in Contract Documents.
1.2 REFERENCES
A. American Concrete Institute
1. AC1318-83
B. American Society For Testing And Materials
1. ASTM A 615-04b, 'Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete
Reinforcement'
1.3 SUBMITTALS
A. Quality Assurance / Control
1. Reinforcing placement drawings.
2. Mill certificates.
1.4 QUALITY ASSURANCE
A. Certification - Mill tests for reinforcing in accordance with ASTM A 615.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Reinforcing steel shall be free of heavy rust scales and flakes, or other coating at time of delivery and
placing. Properly protect rebar on site after delivery.
B. Deliver bars separated by size and tagged with manufacturer's heat or test identification number.
PART 2 PRODUCTS
2.1 MATERIAL
A. Reinforcing Steel
1 . Reinforcing bars shall have grade identification marks and conform to ASTM A 615.
a. Grade 60 minimum, except dowels that are to be field bent, Grade 40 minimum.
b. Bars shall be deformed type.
c. Bars shall be free of heavy rust scales and flakes, or other bond-reducing coatings.
B. Bar Supports
1. Type Two Acceptable Products
a. Concrete 'dobies' or blocks wired to reinforcing.
b. Manufactured chairs with 4 sq. in. bearing surface with sub-grade, or other feature to prevent chair
from being pushed into sub-grade.
c. Equals as approved by Architect before installation.
2.2 FABRICATION
A. Fabricate reinforcing steel according to 'ACI Detailing Manual,' 1988 edition, and details on Drawings.
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Perris Hill Sr. Center - Expansion
1
Section 03210
Reinforcing Steel
PART 3 EXECUTION
3.1 INSTALLATION
A. Bend bars cold.
B. Accurately place and support with chairs, bar supports, spacers, or hangers as recommended by 'ACI
Detailing Manual,' 1988 edition, except slab on grade work. Support bars in slabs on grade and footings with
specified bar supports around the perimeter and at 4-1/2 feet on center each way maximum to maintain
specified concrete cover. Install bar supports at bar intersections.
C. Dowel vertical reinforcement for formed concrete columns or walls out of footing or structure below with
rebar of same size and spacing required above.
D. Securely anchor and tie reinforcing bars and dowels before placing concrete. Set wire ties with ends
directed into concrete, not toward exposed concrete surfaces.
E. Avoid splices of reinforcing bars at points of maximum stress. Lap bars 40 bar diameters minimum unless
dimensioned otherwise on Drawings. Run steel reinforcing bars continuous through cold joints.
END OF SECTION
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2
Section 03210
Reinforcing Steel
SECTION 03313
NORMAL WEIGHT STRUCTURAL CONCRETE
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install Project concrete work as described in Contract Documents.
2. Quality of concrete used on Project but furnished under other Sections.
B. Products Installed But Not Supplied Under This Section
1. Inserts, bolts, boxes, templates, and fastening devices for other work, including those for bases only
for Mechanical and Electrical.
2. Concrete accessories.
C. Related Sections
1. Division 16 - Electrical devices including boxes, conduits, pipes, and other work to be embedded in
concrete work before placing.
2. Furnishing of items to be embedded in concrete specified in Section involved.
1.2 REFERENCES
A. American Society For Testing And Materials
1. ASTM C 33-03, 'Standard Specification for Concrete Aggregates'
2. ASTM C 94-03, 'Standard Specification for Ready-Mixed Concrete'
3. ASTM C 150-04, 'Standard Specification for Portland Cement'
4. ASTM C 260-01, 'Standard Specification for Air-Entraining Admixtures for Concrete'
5. ASTM C 494-04, 'Standard Specification for Chemical Admixtures for Concrete'
6. ASTM C 618-03, 'Standard Specification for Coal Fly Ash and Raw or Calcined Naturai Pozzolan for
Use in Concrete'
7. ASTM E 1155-96 (2001), 'Standard Test Method for Determining F, Floor Flatness and FL Floor
Levelness Numbers'
1.3 SYSTEM DESCRIPTION
A. Performance Requirements
1. Conform to requirements of ASTM C 94 unless specified otherwise.
2. For testing purposes, following concrete strengths are required
a. At 7 days - 60 percent minimum of 28 day strengths
b. At 28 days -
1) Mix Type 1 3000 psi
2) Mix Type 2 Not Used
1.4 SUBMITTALS
A. Shqp Drawings - Show dimensioned locations of anchor bolts for hold-down anchors and columns.
B. Quality Assurance I Control
1. Concrete mix design.
2. DeliveryTickets - Require mix plant to furnish delivery ticket for each batch of concrete. Keep delivery
tickets at job-site for use of Owner or his representatives. Tickets shall show following _
a. Name of ready-mix batch plant
b. Serial number of ticket
c. Date and truck number
d. Name of Contractor
e. Name and location of Project
f. Specific class or designation of concrete conforming to that used in Contract Documents
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1
Section 03313
Normal Weight Structural Concrete
g. Amount of concrete
h. Total water content
i. Sizes and weights of sand and aggregate
1.5 PROJECT CONDITIONS
A. Project Environmental Requirements
1. Hot Weather Concreting Procedures
a. Maximum concrete temperature allowed is 90 deg. F in hot weather
b. Cool aggregate and subgrades by sprinkling
c. Avoid cement over 140 deg. F
d. Use cold mixing water or ice
e. Use fog spray or evaporation retardant to lessen rapid evaporation from concrete surface
PART 2 PRODUCTS
2.1 MATERIALS
A. Portland Cement - Meet requirements of ASTM C 150, Type II.
B. Aggregates
1 . Coarse-
a. Meet requirements of ASTM C 33 or nonconforming aggregate which by test or actual service
produces concrete of required strength and conforms to local governing codes.
b. Aggregate shall be uniformly graded by weight as follows:
1) Flat Work - Size No. 67
Sieve Percent Passino ~
One inch 100
3/4 inch 90 - 100
3/8 inch 20 - 55
NO.4 0 - 10
NO.8 0 - 5
2) All Other - Size No. 57
Sieve Percent Passino
1-1/2 inch 100
One inch 95 - 100
1/2 inch 25 - 60
No.4 0 - 10
No.8 0 - 5
2. Fine-
a. Meet requirements of ASTM C 33.
b. Aggregate shall be uniformly graded by weight as follows:
Sieve
3/8 inch
No.4
NO.8
No. 16
No. 30
No. 50
No. 100
Percent Passino
100
95 -100
80 -100
50 - 85
25 - 60
10 - 30
2 -10
C. Water - Clear, apparently clean, and potable.
D. Admixtures And Miscellaneous
1. Bonding Agents -
a. Type Two Acceptable Products -
1) Day Chem Ad Bond (J-40) by Dayton Superior
2) Flex-Con by Euclid Chemical Co
3) Larsen Weldcrete by Larsen Products Corp
02514
Perris Hill Sr. Center - Expansion
2
Section 03313
Normal Weight Structural Concrete
4) Everbond by L & M Construction Chemicals
5) Acry! Set by Master Builders
6) Sonocrete by Sonneborn
7) Tamms Bond byTAMMS Industries
8) U S Spec Multicoat by U S Mix Products
9) Acrylic Additive by W R Bonsai
10) Intralok by W R Meadows
11) Equal as approved by Architect before use. See Section 10600.
2.2 MIXES
A. Submit mix designs to meet following requirements
1. Proportions-
a. Mix Type 1 -
1) Minimum weight cement per cu yd concrete - 517 Ibs
2) Water / Cement Ratio - 0.50 maximum by weight
b. Mix Type 2 - Not Used
c. Air Entrainment -
1) Exterior Concrete - 6 percent, plus or minus 1-112 percent
d. Do not add water any time during mixing cycle above amount required to meet specified water /
cement ratio. No reduction in the amount of cementitious material is allowed.
. 2. Admixtures-
a. Mix design shall show proposed admixture, amount, usage instructions, and justification for
proposed use. Do not use any admixture without Architect's written approval.
b. Mineral - An amount of specified fly ash not to exceed 20 percent of weight of cement may be
substituted for cement. If substituted, consider fly ash with cement in determining amount of water
necessary to provide specified water / cement ratio.
c. Chemical-
1) 4 inch slump maximum before addition of high range water reducer.
2) 8 inch slump maximum with use of high range water reducer.
3) Specified accelerator or retarder may be used if necessary to meet environmental conditions.
PART 3 EXECUTION
3.1 PREPARATION
A. Inserts, bolts, boxes, templates, pipes, conduits, and other accessories required by Divisions 22, 23, and
26 shall be installed and inspected before placing concrete.
B. Install inserts, bolts, boxes, templates, pipes, conduits, and other accessories furnished under other
Sections to be installed as part of work of this Section. Tie anchor bolts for hold-down anchors and columns
securely to reinforcing steel.
C. Remove water and debris from space to be placed.
3.2 INSTAllATION
A. Site Tolerances
1. Tolerances shall conform to requirements of ACI 117, except where specified differently.
2. Variation in grade -
a. Floor Slabs - 1/8" in any 10 feet of floor slab and 3/8" over entire floor slab
b. Other slabs - 1/4" in any 10 feet of slab and 3/4" over entire slab
B. Concrete Types
1. Mix Type 1
a. Footings
b. Foundation Walls
c. Interior Slabs
C. Placing
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Section 03313
Normal Weight Structural Concrete
1. Place as soon after mixing as possible. Deposit as nearly as possible in final position. Placing of
concrete shall be continuous until a panel or section is complete.
2. Compact concrete in forms by vibrating and other means where required. Thoroughlywork in concrete
around reinforcing bars.
3. Do not embed aluminum in concrete.
4. Do not use contaminated, deteriorated, or re-tempered concrete.
5. Avoid accumulation of hardened concrete.
6. Joints-
a. Where possible, locate joints under partitions or where joints will cause least disruption to floor
coverings.
b. Construction Joints - Locate where shown on Drawings to least impair strength of completed
structure. Construction joints in foundation walls shall not occur within 6 feet of corner and be
keyed.
D. Bonding Fresh And Hardened Concrete
1 . Re-tighten forms.
2. Roughen surfaces.
3. Clean off foreign matter and laitance.
4. Wet but do not saturate.
5. Slush with neat cement grout or apply bonding agent.
6. Proceed with placing new concrete.
E. Special Requirements
1. Footings-
a. Bear 18 inches minimum into undisturbed earth or on mechanically compacted engineered fill.
Step footings at ratio of 1-1/2 horizontal to One vertical unless detailed otherwise.
b. Level top of finish footing and leave rough.
c. Where joints are required, bulkhead, key horizontally, and dowel with two No.5 reinforcing bars,
48 inches long.
2. Foundations And Walls - Leave steel projecting where required for floor tie.
3. Exterior Slabs -
a. Dusting with cement not permitted.
b. For continuous placing and where shown on Drawings, saw cut one inch deep control joints before
shrinkage occurs.
4. Anchor Bolts - Place anchor bolts not tied to reinforcing steei immediately following leveling of
concrete. Reconsolidate concrete around bolt immediately after placing bolt. Do not disturb bolts
during finishing process.
"'"
F. Finishing
1. Rubbed Finish, Exposed Vertical Surfaces
a. Immediately after removing forms, remove joints, marks, bellies, projections, loose materials, and
cut back metal ties from surfaces to be exposed.
b. Point up voids with cement mortar, 1:2 mix, and rub exposed surface with carborundum to
smooth, even surface.
2. Steel Trowel Finishes, Interior Flatwork -
a. Float and steel trowel interior slabs after concrete has set enough to avoid bringing water and fines
to surface.
b. If power troweling is used, get approval of finish from Architect.
3. Broom Finishes, Exterior Flatwork
a. Broom finish exterior siabs.
b. Round edges including edges formed by expansion joints.
c. Remove edger marks.
4. Rough - Top of slabs to receive setting bed for ceramic or paver tile.
~
G. Curing-
1 . Interior Slabs -
a. Water cure as specified in Section 03391.
2. All Other Concrete Flatwork and Curbs - Membrane cure as speCified in Section 03396.
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Section 03313
Normal Weight Structural Concrete
3.3 FIELD QUALITY CONTROL
A. Inspection - Notify Architect three days minimum before placing concrete for footings, foundation walls, and
building slabs.
3.4 ADJUSTING
A. Remedy For Out-of-Tolerance Building Slabs
1 . Sections of slabs to be covered by carpet, which do not meet specified tolerances, but are within 10
percent of specified tolerances, may be corrected by grinding or filling, at Owner's option. Remove and
replace sections of slabs measuring outside specified correctable tolerances.
2. If floor leveling compounds or concrete patching compounds are required to bring floor into specified
tolerances in carpeted areas, they will be provided by Owner in conjunction with carpet installation and
back-charged to Contractor.
3.5 PROTECTION
A. Protect concrete which has not received its initial set from precipitation to avoid excess water in mix and
unsatisfactory surface finish.
B. Do not allow materials resulting from construction activities, which will affect concrete or application of finish
floor systems adversely, to come in contact with interior concrete slabs.
END OF SECTION
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Section 03313
Normal Weight Structural Concrete
SECTION 03391
WATER CONCRETE CURING
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Quality of water concrete curing as described in Contract Documents.
B. Related Sections:
1. Section 03313: Normal weight structural concrete.
1.2 REFERENCES
A. American Association of State Highway and Transportation Officials
1. AASHTO M 182
B. American Society of Testing and Materials
1. ASTM C 171-03, 'Standard Specification for Sheet Materials for Curing Concrete'
1.3 SUBMITTALS
A. Product Data: Manufacturer's product data
PART 2 - PRODUCTS
2.1 MATERIALS
A. Water-Curing Materials:
1. Type Two Acceptable Products
a. Absorptive Cover: Meet requirements of AASHTO M 182, Class 2 burlap cloth made from
jute or kenaf and weighing minimum of 9 oz per sq yd when dry.
b. Moisture-Retaining Cover: White, opaque membrane meeting requirements of ASTM C 171
minimum.
c. Equals as approved by Architect before using.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Cover concrete with absorptive cover followed by moisture-retaining cover, both at widest practicable
widths. Lap sides and edges of each 12 inches minimum.
B. During curing period, immediately repair holes or tears in moisture-retaining cover with additional
cover material and waterproof tape.
END OF SECTION
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Section 03391
Water Concrete Curing
SECTION 03396
MEMBRANE CONCRETE CURING
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Quality of membrane concrete curing as described in Contract Documents.
B. Related Sections:
1. Section 03120: Cast-In-Place Concrete Forms.
1.2 REFERENCES
A. American Society For Testing And Materials:
1. ASTM C 309-03, 'Standard Specification for Liquid Membrane-Forming Compounds for Curing
Concrete.'
1.3 SUBMITTALS
A. Product Data: Manufacturer's product data.
B. Quality Assurance I Control: Manufacturer's printed installation instructions.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Exterior:
1. Low vac (less than 350 grams per liter), water-borne, membrane forming curing compound
meeting requirements of ASTM C 309, Type 2.
a. Class Two Quality Standard: 1200 White by W. R. Meadows
b. Class Two Quality Standard: Vocomp 20 Cure and Seal by W. R. Meadows
PART 3 . EXECUTION: Not Used
END OF SECTION
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Section 03396
Membrane Concrete Curing
NOT USED
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DIVISION 04
MASONRY
END OF TABLE OF CONTENTS
1
Division 04
Table of Contents
DIVISION 05
METALS
05050 BASIC METAL MATERIALS AND METHODS
05090 METAL FASTENING
05100 STRUCTURAL METAL FRAMING
05124 STRUCTURAL STEEL FRAMING
05129 MISCELLANEOUS STRUCTURAL STEEL
END OF TABLE OF CONTENTS
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Division 05
Table of Contents
SECTION 05090
METAL FASTENING
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Quality of structural bolts used on Project.
2. Requirements and standards for site welded metal-to-metal connections.
B. Related Sections
1. Furnishing and installing of structural bolts specified under Section concerned.
2. Performance of welding specified under Section concerned.
1.2 REFERENCES
A. American National Standards Institute / American Welding Society
1. ANSI / AWS 01.1-92, 'Structural Welding Code - Steel'
2. ANSI / AWS 01.3-89, 'Structural Welding Code - Sheet Steel'
B. American Society For Testing And Materials
1. ASTM A 36-00, 'Standard Specification for Carbon Structural Steel'
2. ASTM A 108-99, 'Standard Specification for Steel Bars, Carbon, Cold Finished, Standard
Quality'
3. ASTM A 307-00, 'Standard Specification for Carbon Steel Bolts and Studs 60 000 psi Tensile
Strength'
4. ASTM A 325-00, 'Standard Specification for High-Strength Bolts for Structural Steel Joints'
5. ASTM A 496-97a, 'Standard Specification for Steel Wire, Deformed, for Concrete
Reinforcement'
_.
1.3 QUALITY ASSURANCE
A. Qualifications - Welders shall be certified and bear evidence of certification 30 days before
commencing work on Project. If there is doubt as to proficiency of welder, Architect may require
welder to take another test, at no expense to Owner. Certification shall be by Pittsburgh
Laboratories or other authority approved by Architect before performance of welding.
B. Certifications - Maintain welder's certifications on job-site.
PART 2 PRODUCTS
2.1 MANUFACTURED UNITS
A. Bolts And Threaded Fasteners
1 . Anchor Rods For Steeple Base Connections - Conform with ASTM A 36.
2. Bolts-
a. Conform with requirements of ASTM A 307, Grade A., except where conformance with
ASTM A 325 is required on Drawings.
b. Anchor Bolts - Non-headed type threaded 2 inches minimum. Anchor hook to project
2 inches minimum including bolt diameter.
C. Arc-Welding Electrodes - Type E70XX AWS Iron and Steel Arc-welding electrodes and meeting
current AISC Specifications.
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Section 05090
Metal Fastening
PART 3 EXECUTION
3.1 PERFORMANCE
A. Welding shall meet requirements of ANSI/ AWS 01.1 and 01.3.
B. Minimum weld sizes, unless detailed otherwise.
1. Weld pipe columns to base plates and top plates with 1/4 inch fillet weld all around.
2. Weld glu-Iam connection side plates to base plates with 1/4 inch fillet weld all along outside
edges.
3. Weld stiffeners to pipe columns with 1/4 inch fillet weld all around.
END OF SECTION
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Section 05090
Metal Fastening
SECTION 05124
STRUCTURAl STEEL FRAMING
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install structural steel framing as part of building structure as described in
Contract Documents.
B. Products Supplied But Not Installed Under This Section
1 . Structural anchors, plates, etc, to be cast into concrete
C. Related Sections
1. Division 03 - Installation of structural items to be cast into concrete
1.2 REFERENCES
A. American Institute of Steel Construction
1. AISC Specification for Design, Fabrication, and Erection of Structural Steel for Building
B. American Society For Testing And Materials
1. ASTM A 36-97a, 'Standard Specification for Carbon Structural Steel'
2. ASTM A 53-98, 'Standard Specification for Pipe, Steel, Black and Hot Dipped, Zinc Coated,
Welded and Seamless'
1.3 SUBMITTALS
A. Shop Drawings
1 . Show other fabricated work.
1.4 QUALITY ASSURANCE
A. Requirements - Structural metal shall be product of domestic mill.
PART 2 PRODUCTS
2.1 MATERIALS
A. Beams and Miscellaneous steel parts of steel framing systems shown on Drawings
1 . Meet requirements of ASTM A 36.
2. W shapes in horizontal or vertical application, together with angles, plates, etc, as shown
on Drawings.
B. Structural Pipe
1. Meet requirements of ASTM A 53, Type, Grade B.
a. Weight Class, STD, Schedule 40
2.2 FABRICATION
A. Shop prime structural steel.
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Section 05124
Structural Steel Framing
PART 3 EXECUTION
3.1 ERECTION
A. AISC's 'Specification for Structural Steel Buildings' June 1989 and 'Code of Standard Practice
for Steel Buildings and Bridges' September 1986 shall serve as minimum standards. Erection
includes selting, aiigning, and bracing as necessary.
END OF SECTION
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2
Section 05124
Structural Steel Framing
SECTION 05129
MISCELLANEOUS STRUCTURAL STEEL
PART 1 GENERAL
1.1 SUMMARY
A. Products Supplied But Not Installed Under This Section
1. Structural steel
B. Related Sections
1. Section 05080 - Quality of priming
2. Section 05090 - Quality of welding
3. Section 06110 - Installation of miscellaneous structural steel
1.2 REFERENCES
A. American Society For Testing And Materials
1. ASTM A 36-00. 'Standard Specification for Carbon Structural Steel'
2. ASTM A 53-01, 'Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated,
Welded and Seamless'
3. ASTM A 500-01 , 'Standard Specification for Cold-Formed Welded and Seamless Carbon Steel
Structural Tubing in Rounds and Shapes'
PART 2 PRODUCTS
2.1 MATERIALS
A. Bracing And Miscellaneous Structural Steel - Meet requirements of ASTM A 36.
B. Structural Tubing - Meet requirements of ASTM A 500, Grade B.
C. Shop Primer
1. Concealed Steel - Fabricator's standard shop coat.
2. Exposed Steel To Receive Finish - Primer shall be acceptable to Finish Manufacturer.
2.2 FABRICATION
A. Shop prime steel provided under this Section.
PART 3 EXECUTION - Not Used
END OF SECTION
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Section 05129
Miscellaneous Structural Steel
DIVISION 06
WOOD AND PLASTICS
06050 BASIC WOOD AND PLASTIC MATERIALS AND METHODS
06072 WOOD PRESERVATIVE TREATMENT
06090 WOOD AND PLASTIC FASTENINGS
06100 ROUGH CARPENTRY
06110 WOOD FRAMING
06165 WOOD PANEL PRODUCT SHEATHING
06174 OPEN WEB TRUSSES
06200 FINISH CARPENTRY
06201 GENERAL FINISH CARPENTRY REQUIREMENTS
06202 DOOR, FRAME, AND FINISH HARDWARE INSTALLATION
END OF TABLE OF CONTENTS
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Division 06
Table of Contents
SECTION 06072
WOOD PRESERVATIVE TREATMENT
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Quality of wood preservative treatment where specified.
B. Related Sections
1. Section 06110 -
a. Quality of wood to be pressure treated.
b. Furnishing and installing of pressure treated wood.
1.2 REFERENCES
A. American Wood-Preserver's Association
1. AWPA C1-96. 'All Timber Products, Pressure Treatment'
2. AWPA C2-96. 'Lumber, Timbers, Bridge Ties and Mine Ties, Pressure Treatment'
3. AWPA C9-96, 'Plywood, Pressure Treatment'
-.'
1.3 SUBMITTALS
A. Quality Assurance I Control - Certificate of pressure treatment showing compliance with
specification requirements.
-
PART 2 PRODUCTS
2.1 MATERIALS
A. Pressure Treatment Of Wood
1 . General-
a. Framing lumber grade and species shall be as specified in Section 06110 for particular
use.
b. Permanently identify treated lumber with name of inspection agency, preservative used,
name of treating plant, retention in Ibs/cu ft, and suitable end use.
c. Season after treatment to moisture content required for non-treated material.
2. Lumber - Treat in accordance with AWPA C2 and dry after treatment.
2.2 ACCEPTABLE MANUFACTURERS
A. Chemical Specialties Inc, Charlotte, NC (800) 421-8661 or (704) 522-0825 www.treatedwood.com
B. Hickson Corp, Smyrna, GA (770) 801-6600 www.dricon.com (fire)www.hickson.com (preservative)
C. Hoover Treated Wood Products, Thomson, GA (800) 832-9663 or (706) 595-7355 www.frtw.com
D. Osmose Inc, Griffin, GA (800) 241-0240 www.osmose.com
E. Equal as approved by Architect before use. See Section 01600.
PART 3 EXECUTION - Not Used
END OF SECTION
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Section 06072
Wood Preservative Treatment
SECTION 06090
WOOD AND PLASTIC FASTENINGS
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Quality of wood fastening methods and materials unless specified otherwise.
B. Related Sections
1. Section 05090 - Quality of bolts used on Project.
2. Nails specified in individual Sections where installed.
1.2 SUBMITTALS
A. Shop Drawings
1. Submit on powder actuated fasteners other than those specified in Contract Documents
showing design criteria equivalents at each application.
2. Show type, quantity, and installation location offraming anchors. Where necessary, reference
Drawing details, etc, for installation locations.
B. Quality Assurance I Control - Manufacturer's literature on framing anchors and powder actuated
fasteners.
PART 2 PRODUCTS
2.1 MATERIALS
A. Fasteners And Adhesives
1. Wood Screws - Standard type and make for job requirements.
2. Expansion Bolts - Standard type and make for job requirements.
3. Powder Actuated Fasteners -
a. Acceptable Products -
1) Hllti, Tulsa, OK (800) 333-1150 or (918) 252-6000 www.hilti.com
2) Ramsetl Redhead Division of ITW, Wood Dale, IL (630) 350-0370
www.ramset-redhead.com
3) Equals as approved by Architect through shop drawing submittal before installation.
See Section 01600.
4. Construction Mastics - Meet requirements of American Plywood Association Specification
AFG-01 September 1974. Use phenol resorcinol type for use on pressure treated wood
products.
B. Framing Anchors
1. Acceptable Products
a. Advanced Connector Systems (ACS), Tempe, AZ. (800) 462-6779 or 602 967-4511
www.acsboss.com
b. United Steel Products Co Inc (USP), Montgomery, MN (800) 328-5934 or
(507) 364-7333 www.uspconnectors.com
c. Simpson Strong Tie Co, San Leandro, CA (800) 999-5099 or (707) 446-1786
www.strongtie.com
d. Equals as approved by Architect through shop drawing submittal before installation.
See Section 01600.
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Section 06090
Wood And Plastic Fastenings
PART 3 EXECUTION
3.1 ERECTION
A. Secure one Manufacturer approved fastener in each hole of framing anchor that bears on framing
member unless approved otherwise in writing by Architect. 'Boss' system by ACS is acceptable
nailing system for framing anchors.
B. Provide bolt heads and nuts bearing on wood with washers.
END OF SECTION
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Section 06090
Wood And Plastic Fastenings
SECTION 06110
WOOD FRAMING
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install wood framing and blocking as described in Contract Documents.
B. Products Installed But Not Supplied Under This Section
1. Miscellaneous structural steel elements
2. Open web trusses.
C. Related Sections
1. Section 05129 - Furnishing of miscellaneous structural steel
2. Section 06174 - Furnishing of wood 'I' joists
1.2 SUBMITTALS
A. Quality Assurance I Control
1 . Technical and engineering data on nails to be set by nailing guns for Architect's approval of
types proposed to be used as equivalents to specified hand set nails and adjusted number and
spacing of pneumatically-driven nails to provide equivalent connection capacity.
2. Copies of pamphlets specified in REFERENCE Article. After Architect's examination, keep
pamphlets on Project site with approved shop drawings. Pamphlets may be obtained from
Truss Plate Institute or from Truss Fabricator.
1.3 DELIVERY, STORAGE, AND HANDLING
A. Protect lumber and plywood and keep under cover in transit and at job site.
B. Do not deliver material unduly long before it is required.
C. Store lumber and plywood on level racks and keep free of ground to avoid warping. Stack to insure
proper ventilation and drainage.
PART 2 PRODUCTS
2.1 MATERIALS
A. Dimension Lumber
1. Meet requirements of PS 20-70 and National Grading Rules for softwood dimension lumber.
2. Bear grade stamp of WWPA, SPIB, or other association recognized by American Lumber
Standards Committee identifying species of lumber by grade mark or by Certificate of
Inspection.
.3. Lumber 2 inches or less in nominal thickness shall not exceed 19 percent in moisture content
at time of fabrication and installation and be stamped 'S-DRY', 'K-D', or'MC15'.
4. Lumber shall be S4S.
5. Pressure Treated Plates I Sills -
a. 2x4 - Standard and better Douglas Fir, Southern Pine, or Hem Fir.
b. 2x6 And Wider - NO.2 Douglas Fir, Southern Pine, Hem Fir., or MSR 1650f - 1.5e
6. Horizontal Framing, 2x4 Bearing Walls, And Interior 2x6 Bearing and Shear Walls - Of quality
to meet minimum stress grade requirements given in table below. Stresses shown are
allowable for repetitive use. Lumber species and grades which meet or exceed these stresses
may be used.
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Section 06110
Wood Framing
1-1/2 to 4 inches Thick
5-1/2 to 12 inches Wide 2x4
Fb Bending 1400 psi 1650 psi
Ft Tension 625 psi 825 psi
Fv Shear 90 psi 90 psi
Fc Perpendicular 405 psi 405 psi
Fc Parallel 1000 psi 975 psi
E 1,600,000 psi 1,600,000 psi
7. Exterior 2x6 Bearing - Douglas Fir, HemFir, or Southern Pine, Stud Grade,
8. Interior Non-bearing Partitions - Douglas Fir, Hem Fir, or Spruce / Pine / Fir (WWPA),
Standard, Construction, Stud, or Better
B. Posts, Beams, And Timbers 5 Inches by 5 Inches And Larger - No.1 or better Douglas Fir or
Southern Pine.
C. Lumber Ledgers - NO.1 Douglas Fir, Larch, or Southern Pine,
D. Accessory And Equipment Mounting And Gypsum Board Back Blocking - Full sized, sound lumber
without splits, warps, wane, loose knots, or. knots larger than 1/2 inch.
H. Sill Sealer - Closed-cell polyethylene foam, 1/4 inch thick by width of plate.
PART 3 EXECUTION
3,1 ERECTION
A, General - Use pressure treated wood for wood members in contact with concrete or masonry,
including wall, sill, and ledger plates, door and window subframes and bucks, etc.
B. Interface With Other Work - Coordinate with other Sections for location of blocking required for
installation of equipment and building specialties. Do not allow installation of gypsum board until
required blocking is in place.
C. Walls
1. Tolerances
a. 1/4 inch in 20 feet, non-cumulative in length of wall.
b. 1/8 inch In 10 feet with 1/4 inch maximum in height of wall.
c. Distances between parallel walls shall be 1/4 inch maximum along length and height of
wall.
2. Openings - Double studs unless shown otherwise.
3. Corners And Partition Intersections - Triple studs.
4. Top Plates In Bearing Partitions - Doubled or tripled and lapped. Stagger joints at least 48
inches.
5. Sills Plates -
a. Shear Walls And Bearing Walls
1) Provide anchor bolt 12 inches maximum and 4 inches minimum from each end of
each plate.
2) Shear Walls - Fasten only with bolts embedded in foundation wall.
3) Bearing Walls - Fasten either with bolts embedded in slab or with expansion bolts
in drilled holes.
b. Non-Bearing Walls - Fasten with powder actuated fasteners.
c. In addition to requirements of paragraphs 'a' and 'b' above, set sill plates of interior walls
measuring less than three feet in length in solid bed of specified construction adhesive,
except where sill sealer is used.
d. Install specified seal sealer under sill plates of exterior walls of main building and of
acoustically insulated interior walls.
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Section 06110
Wood Framing
6. Posts And Columns -
a. Frame wood columns and posts to true end bearings.
b. Extend posts or columns down to supports of such design as to hold them securely in
position.
c. Securely fasten column at top to beam or girder using anchors described in Contract
Documents.
d. Unless shown otherwise. nail members of multiple member columns together with 16d
at 6 inches on center from each side.
7. Nailing-
a. Stud to plate -
1) 2x4 - End nail. two 16d.
2) 2x6 - End nail. three 16d.
3) 2x8 - End nail. four 16d.
4) 2x10 - End nail. five 16d.
5) 1-3/4 by 5-1/2 Inch LVL End nail. three 16d.
6) 1-3/4 by 7-1/4 Inch LVL - End nail. four 16d.
7) 1-3/4 by 9-1/4 Inch LVL - End nail. five 16d.
8) 1-3/4 by 11-1/4 Inch LVL - End nail. six 16d.
b. Top plates - Spiked together. 16d. 24 inches on center.
c. Top plates - Laps. lap members 48 inches minimum and nail with 16d nails 6 inches on
center
d. Top plates - Intersections. two 16d.
e. Backing And Blocking - Two 16d. each end.
f. Corner studs and angles - 16d. 24 inches on center.
D. Accessory / Equipment Mounting And Gypsum Board Back Blocking (nailers)
1. Furnish and install blocking in wood framing required for hardware. specialties. equipment.
accessories. and mechanical and electrical items. etc.
E. Furring Strips
1. On Wood or Steel - Nailor screw as required to secure firmly.
2. On Concrete or Masonry -
a. Back up furring strips on exterior walls or walls in contact with earth with 15 Ib felt strip.
b. Nail at 12 inches on center maximum.
END OF SECTION
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3
Section 06110
Wood Framing
SECTION 06165
WOOD PANEL PRODUCT SHEATHING
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install wood panel product sheathing required for walls and roofs as described in
Contract Documents.
1.2 SUBMITTALS
A. Quality Assurance / Control - Technical and engineering data on fasteners to be set by pneumatic
devices for Architect's approval of types proposed to be used as equivalents to specified hand set
nails.
1.3 DELIVERY, STORAGE, AND HANDLING
A. Protect sheathing and keep under cover in transit and at job site.
B. Do not deliver material unduly long before it is required.
C. Store sheathing on level racks and keep free of ground. Stack to insure proper ventilation and
drainage.
PART 2 PRODUCTS
2.1 MATERIALS
A. Sheathing
1. Meet requirements of PS 1-95/ ANSI A199.1, PS 2-92, PRP-108, or PRP-133..
a. Except where plywood is specifically indicated on Drawings, performance rated
waferboard, composite board, and oriented strand board (but not structural particle board)
are acceptable. .
2. Every sheet of sheathing shall be stamped as follows -
a. Appropriate APA, TECO, or PFS grade stamp identifying thickness and span rating.
b. Sheathing shall be stamped 'Sized for Spacing'.
c. Exposure 1 or Exterior.
3. Sheathing shall not exceed 18 percent moisture content when fabricated nor more than 19
percent when installed in Project.
4. Sheathing 3/4 inch thick and thicker used for single-layer subflooring shall be tongue and
groove.
5. Sheathing used for same purpose shall be of same thickness. In all cases, thickness specified
is minimum required regardless of span rating.
6. Minimum span ratings for given thicknesses shall be as follows - d
Thickness Soan Ratina
3/8 inch 24/0
15/32 inch actual 32/16
1/2 inch nominal 32/16
19/32 inch actual 40/20
5/8 inch nominal 40/20
23/32 inch actual 48/24 . .
3/4 inch nominai 48/24
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Section 06165
Wood Panel Product Sheathing
B. Nails
1. 3/8 inch panel - 8d common or box.
2. 15/32 inch and thicker panels - 10d common or galvanized box.
PART 3 EXECUTION
3.1 INSTALLATION
A. General
1 . Top of nail heads shall be flush with sheathing surface.
2. Use of edge clips to provide spacing between sheathing panels is acceptable.
B. Wall Sheathing
1. Spacing - Provide 1/8 inch space between sheets at end and edge joints.
2. Edge Bearing And Blocking -
a. Panel edges shall bear on framing members and butt along their center lines.
b. Back block panel edges which do not bear on framing members with 2 inch nominal
framing.
3. Nailing - Place nails not less than 3/8 inch in from edge, 12 inches on center along
intermediate supports, and 4 inches on center along panel edge and into studs connected to
hold-down anchors, unless shown otherwise on Drawings.
4. Size-
a. 15/32 inch actual minimum thickness.
b. Do not install any piece of wall sheathing with shortest dimension of less than 24 inches,
C. Roof Sheathing
1 . Placing-
a. Lay face grain at right angles to supports. Provide blocking for support where framing
turns at roof overhang.
b. Provide 1/8 inch space between sheets at end and side joints.
c. Stagger panel end joints.
d. Sheathing shall be continuous of two spans minimum.
2. Nailing-
a. Place nails at least 3/8 inch in from edge.
b. Nail 6 inches on center along supported edges.
Nail 12. inches on centers on intermediate supports.
c. Nail 4 inches on center at Boundary -
1) Diaphragm boundaries - unless noted otherwise.
2) Blocking above plywood sheathed walls.
3) See shear wall schedule on drawings for s.w. nailing
3. Size-
a. 19/32 inch actual minimum thickness.
b. Do not install any piece of roof sheathing with shortest dimension of less than 24 inches.
3.2 PROTECTION
A. Protect roof sheathing from moisture until roofing is installed.
END OF SECTION
02514
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Section 06165
Wood Panel Product Sheathing
SECTION 06174
OPEN WEB TRUSSES
PART 1 GENERAL
1.1 SUMMARY
A. Products Supplied But Not Installed Under This Section
1 . Open web trusses, cross bracing as described in contract documents.
B. Related Sections
1. Section 06110 - Installing, securing, bracing, etc.
1.2 SYSTEM DESCRIPTION
A. Design Requirements
1. Custom design joists under supervision of registered professional engineer. Designs shall be in
accordance with allowable values assigned by building code approval.
2. Only connections and webs currently approved by Research Committee of ICBO are acceptable for
use.
1.3 SUBMITTALS
A. Shop Drawings
1. Include following information on submitted shop drawings -
a. Stamp and signature of Engineer responsible for preparation of shop drawings.
b. Show critical dimensions for determining fit and placement in building as well as loads joists are
designed to support.
c. Flange material and sizes.
d. Lumber species and grades used.
e. Name and trademark of Manufacturer.
B. Quality Assurance I Control
1. Complete design calculation showing internal layout, member forces, and stress control points for each
joist design.
2. Copies of ICBO reports showing approval of connections and webs.
1.4 DELIVERY, STORAGE, AND HANDLING
A. Store joists in vertical position protected from weather.
B. Handle with care to prevent damage.
PART 2 PRODUCTS
2.1 MANUFACTURED UNITS
A. Provide joists that meet shear, moment, and stiffness properties shown on Drawings.
2.2 ACCEPTABLE MANUFACTURERS
A. Boise Cascade Corp, Boise, ID (800) 237-4013 or (208) 384-6161 www.bc.com
B. Georgia-Pacific Corp, Atlanta, GA (800) 284-5347 or (404) 652-4000 www.gp.com
C. Louisiana Pacific Corp, Portland, OR (800) 547-6331 or (503) 221-0800 www.lpcorp.com
D. Roseburg Forest Products, Riddle, OR (800) 347-7260 www.rfpco.com
E. Trus Joist Corp, Div Weyerhaeuser, Boise, ID (800) 338-0515 or (208) 364-1200 www.tjm.com
02514
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06174
Open Web Trusses
F. Willamette Industries, Albany, OR (541) 926-7771 www.wiLcom
G. Equals as approved by Architect before biddin9.
2.3 FABRICATION
A. Fabrication of joists shall be as approved by leBO or AHJ except where requirements of Contract
Documents exceed ICBO requirements.
PART 3 EXECUTION - Not Used
END OF SECTION
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06174
Open Web Trusses
SECTION 06201
GENERAL FINISH CARPENTRY REQUIREMENTS
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install sealants required for items installed under this Section, as described in Contract
Documents.
B. Products Installed But Not Supplied Under This Section
1. Operable Partitions
2. Factory Manufactured Fireplace
3. Selected Building Specialties
4. Miscellaneous as specified elsewhere
C. Related Sections
1. Section 06110 - Furring and blocking
2. Section 07920 - Quality of sealants, submittal and installation requirements
3. Sections in Division 10 - Furnishing of Building Specialties
PART 2 PRODUCTS
2.1 MATERIALS - NOT USED
PART 3 EXECUTION
3,1 EXAMINATION
A. Site Verification of Conditions - Verify walls, ceilings, floors, and openings are plumb, straight, in-line, and
square before installing operable partitions. Report conditions that are not in compliance to Architect before
starting installation.
3.2 PREPARATION
A. Install operable partitions after wall and ceiling painting is completed in areas where partitions are to be
installed.
3.3 INSTAllATION
A. Items Installed But Not Supplied Under This Section - Install in accordance with requirements specified in
Section supplying item.
END OF SECTION
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1
Section 06201
. General Finish Carpentry Requirements
SECTION 06202
DOOR, FRAME, AND FINISH HARDWARE INSTALLATION
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install sealants for calking door frames as described in Contract Documents.
B. Products Installed But Not Supplied Under This Section
1 . Flush wood doors
2. Hollow metal doors
3. Hollow metal door frames
4. Finish hardware
C. Related Sections
1. Section 06462 - Fire-Rated Wood Door Frames
2. Section 07920 - "Quality of sealants
3. Sections under 08100 and 08200 headings - Furnishing of doors and metal frames
4. Sections under 08700 heading - Furnishing of finish hardware
1.2 SUBMITTALS
A. Quality Assurance I Control
1. Inspection report verifying correct operation and adjustment of installed hardware.
2. Copy of 'Installation Guide for Doors & Hardware' by Door & Hardware Institute. Guide may be
obtained from Door and Hardware Institute (DHI).
1.3 QUALITY ASSURANCE
A. Regulatory Requirements - Fire door installations shall meet code requirements.
1.4 DELIVERY, STORAGE, AND HANDLING
A. Wood Doors
1. Do not have doors delivered to building site until after plaster, cement, and taping compound
are dry. If doors are to be stored at job-site for more than one week, seal top and bottom
edges if not factory sealed.
2. Store flat on a level surface in a dry, well ventilated building. Cover to keep clean but allow air
circulation.
3. Handle with clean gloves and do not drag doors across one another or across other surfaces.
4. Do not subject doors to abnormal heat, dryness, or humidity or sudden changes therein.
Condition doors to average prevailing humidity of iocality before hanging.
B. Keys - Immediately prior to Final Acceptance Meeting, turn change keys over to Owner properly
organized, tagged, and placed in new or existing key cabinet.
1.5 OWNER'S INSTRUCTIONS
A. Explain keying systems at time keys and locking mechanisms are tested by using Owner's
Operations And Maintenance Manual.
PART 2 PRODUCTS - Not Used
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Section 06202
Door, Frame, And Finish Hardware Inst
PART 3 EXECUTION
3.1 INSTALLATION
A. Hollow Metal Frames
1 . Site Tolerances -
a. Squareness - 1/16 inch from top edge to opposite top edge.
b. Plumbness - 1/16 inch from top of jamb to bottom of jamb.
c. Alignment - 1/16 inch from plane of left side face of jamb to right side face of jamb.
d. Twist - 1/16 inch across throat of jamb plane measured across each face to plane of
opposite jamb throat.
e. Finished Clearance Between Door And Frame -
1) 1/16 inch at head and hinge jamb plus 1/16 inch maximum
2) 1/8 inch at strike jamb plus or minus 1/16 inch maximum.
3) 1/2 inch to top of finished floor surface or 1/4 inch to top of threshold, plus or minus
1/16 inch maximum.
2. Set frame in location and level head.
3. Equalize with adjustable floor anchor.
4. Set spreaders and fasten jambs to floor and wall.
a. Wood spreaders shall be square, fabricated from lumber one inch minimum thick, be
same length as door opening at header, and same depth as frame.
b. Cut notches for frame stops.
c. Do not remove spreaders until frames are permanently anchored in wall.
d. - Use one spreader at base of frame and another at strike level.
e. Do not use temporary spreaders welded to base of jambs during installation of frame.
5. Fill gap between frame and framing with urethane foam or tightly-packed fiberglass insulation.
If urethane foam is used, coat interior of frames with foam prior to installing frame. Trim
excess before installation of frame.
6. Calking-
a. Calk around both sides of frames of doors receiving acoustical seals with specified
sealant.
b. Calk around both sides of frames installed in exposed masonry walls with specified
sealant. .
B. Doors
1. When Project is completed, doors shall not bind, stick, or be mounted so as to cause future
hardware difficulties.
2. Do not impair utility or structural strength of door in fitting of door, applying hardware, or cutting
and altering door louvers, panels, or other special details.
C. Hardware
1 . General-
a. Install using set of Manufacturer's installation, adjustment, and maintenance instructions
submitted with hardware under Section 08701. Follow as closely as possible.
b. Mount closers on jamb stop side of door (Parallel Arm) where it is physically possible to
do so and not hinder operation of door or closer.
2. Hardware for Wood Doors -
a. If doors are not factory-machined, use hardware templates furnished by Hardware
Manufacturer when mounting hardware.
b. Set hinges flush with edge surface. Be sure that hinges are set in a straight line to
prevent distortion.
c. Mount door latches high in strike plate opening so when door later settles, latch will not
bind.
3.2 FIELD QUALITY CONTROL
A. Tests - Arrange to have keys brought to Project site and, in meeting attended by local
representatives and Architect, test every new key and locking mechanism.
END OF SECTION
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Section 06202
Door, Frame, And Finish Hardware Inst
..-...
-
~'"
..
..
DIVISION 07
THE R MAL AND MOl S T U R E PRO T E C T ION
07200 THERMAL PROTECTION
07212 FACED BATT INSULATION
07261 UNDER-SLAB VAPOR RETARDERS
07271 AIR INFILTRATION BARRIERS
07500 MEMBRANE ROOFING
07511 BUILT-UP ASPHALT ROOFING
07600 FLASHING AND SHEET METAL
07621 FLASHING AND COUNTERFLASHING I Galvanized Steel
07800 SMOKE AND FIRE PROTECTION
07840 FIRESTOPPING
07900 JOINT SEALERS
07920 JOINT SEALANTS
END OF TABLE OF CONTENTS
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Division 07
Table of Contents
SECTION 07212
FACED BATT INSULATION
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install thermal and acoustic batt insulation as described in Contract Documents.
1.2 REFERENCES
A. American Society For Testing And Materials
1. ASTM C 665-98, 'Standard Specification for Mineral-FiberThermallnsuiation For Light Frame
Construction and Manufactured Housing'
-.
PART 2 PRODUCTS
2.1 MATERIALS
A. Thermal And Acoustic Insulation
1. Kraft faced meeting requirements of ASTM C 665, Type II, Class C.
2. Foil faced meeting requirements of ASTM C 665, Type III, Class B.
3. Order insulation by 'R' factor rather than 'U' factor, rating, or thickness, either 16 or 24 inches
wide according to framing spacing.
4. 'R' Factor Required -
a. Overhead - 38
b. Nominal Wood or Metal Framing -
1) 2x4 - 11
2) 2x6 - 19
3) 2x8 - 26
4) Double 2x4 Stud Walls - 38
5. Acceptable Manufacturers -
a. Certainteed Corp, Valley Forge, PA (800) 233-8990 or (610) 341-7739
www.certainteed.com
b. Guardian Fiberglass, Albion, MI (800) 968-8258 www.guardianfiberglass.com
c. Knauf Fiber Glass, Shelbyville, IN (800) 825-4434 or (317) 398-4434
www.knauffiberglass.com
d. Owens-Corning Fiberglass Corporation, Toiedo, OH (800) 832-3585 or (419) 248-
8000 www.owens-corning.com
e. Johns Manville, Denver, CO (800) 654-3103 or (303) 978-2000 www.jm.com
f. Thermafiber, Wabash, IL (888) 834-2371 or (219) 563-2111 www.thermafiber.com
g. Equal as approved by Architect before bidding. See Section 01600.
~
......,
2.2 SOURCE QUALITY CONTROL
A. Insulation shall be manufactured to be in compiiance with UBC or other appiicable building codes.
PART 3 EXECUTION
3.1 INSTALLATION
A. General
1. If two layers of insulation are used to attain required 'R' factor, only layer towards interior of
building shall have facing.
2. Leave no gaps in insulation envelope.
3. Do not cover recessed iight fixtures with insulation. Cut out insulation to provide 6 inch
minimum clearance around recessed lighting fixtures.
02514
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Section 07212
Faced Batt Insulation
B. In Framing
1. Install insulation between jambs and framing, behind plumbing and wiring, around duct and
vent line penetrations, and in similar places.
2. Fit ends of balls snug against top and bollom plates.
3. Where insulation is not enclosed by structure or drywall, support in place with wire or other
suitable material and use only foil faced insulation.
END OF SECTION
02514
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Section 07212
Faced Ball Insulation
SECTION 07261
UNDER-SLAB VAPOR RETARDER
PART 1 GENERAL
1.1 SUMMARY
A. Products Supplied But Not Installed Under This Section
1. Vapor retarder, seam tape, and penetration accessories for installation under interior slabs-on-
grade.
B. Related Sections
1. Section 02316 - Installation
1.2 REFERENCES
A. American Society for Testing and MaterialS
1. ASTM E 1745-97, 'Standard Specification for Plastic Water Vapor Retarders Used in Contact
with Soil or Granular Fill under Concrete Slabs'
1.3 SUBMITTALS
A. Quality Control! Assurance
1. Independent laboratory test results showing compliance with ASTM Standard.
2. Manufacturer's installation, seaming, and penetration boot instructions.
PART 2 PRODUCTS
2.1 MATERIALS
A. Vapor Retarder
1. Conform to requirements of ASTM E 1745, Class A minimum.
2. Approved Products -
a. Moistop Ultra 'A' by Fortifiber, Reno, NV (800) 773-4777 or (775) 333-6400
www.fortifiber.com
b. T-65G or Griffolyn 15 mil by Reef Industries, Houston, TX (800) 231-6074 or
(713) 507-4200 www.reefindustries.com
c. VaporBlock 10 or 15 by Raven Industries, Sioux Falls, SO (800) 635-3456 or
(605) 335-0174 www.ravenind.com
d. Stego Wrap by Stego Industries, San Juan Capistrano, CA (877) 464-7834 or
(949) 943-5460 www.stegoindustries.com
_.
A. Vapor Retarder
1 . Conform to requirements of ASTM E 1745, Class B minimum.
2. Approved Products -
a. Moistop Ultra by Fortifiber, Reno, NV (800) 773-4777 or (775) 333-6400
www.fortifiber.com
b. Griffolyn 15 mil by Reef Industries, Houston, TX (800) 231-6074 or (713) 507-4200
www.reefindustries.com
c. VaporBlock 10 by Raven Industries, Sioux Falls, SO (800) 635-3456 or
(605) 335-0174 www.ravenind.com
d. Stego Wrap by Stego Industries, San Juan Capistrano, CA (877) 464-7834 or
(949) 943-5460 www.stegoindustries.com
A. Vapor Retarder
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Section 07261
Under-Slab Vapor Retarder
1. Conform to requirements of ASTM E 1745, Class C minimum.
2. Approved Products -
a. Moistop Pius by Fortifiber, Reno, NV (800) 773-4777 or (775) 333-6400
www.fortifiber.com
b. R-30 G by Reef Industries, Houston, TX (800) 231-6074 or (713) 507-4200
www.reefindustries.com
c. Rufco SuperSamson 400SSB or VaporBlock 10 by Raven Industries, Sioux Falls, SD
(800) 635-3456 or (605) 335-0174 www.ravenind.com
d. Stego Wrap by Stego Industries, San Juan Capistrano, CA (877) 464-7834 or
(949) 943-5460 www.stegoindustries.com
2.2 ACCESSORIES
A. Seam Tape - As recommended by Membrane Manufacturer for continuous taping of seams and
sealing of penetration boots.
B. Penetration Boots at Utility Penetrations
1. Moistop And Reef Industries - Factory fabricated pipeboots
2. All Others - Field fabricated from same material as vapor retarder membrane.
PART 3 EXECUTION - Not Used
END OF SECTION
02514
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Section 07261
Under-Slab Vapor Retarder
SECTION 07271
AIR INFILTRATION BARRIER
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install air infiltration barriers on exterior side of exterior wall sheathing as
described in Contract Documents.
1.2 REFERENCES
A. American Society For Testing And Materials
1. ASTM E 1677-95 (2000), 'Standard Specification for an Air Retarder (AR) Material or System
for Low-Rise Framed Building Walls'
1.3 SUBMITTALS
A. Quality Control I Assurance - Copy of test results showing performance characteristics.
PART 2 PRODUCTS
-'
2.1 MATERIALS
A. Air Retarder
1 . Non-woven.
2. Meet requirements of ASTM E 1677, Type I.
3. Approved Products -
a. Styrofoam Weathermate Plus by Dow, Chemical Co, Midland, MI (800) 232-2436 or .
(517) 832-1461 www.styrofoam.com
b. Typar Weather Resistant Membrane by Reemay, Old Hickory, TN (800) 321-6271 or
(615) 847-7000
c. Tyvek CommercialWrap by Du Pont Company, Wilmington, DE (800) 448-9835 or
(302) 999-2722 www.dupont.com
B. Sealing Tape
1 . Approved Products -
a. DuPont Contractor Tape
b. Typar Construction Tape
c. 3M Contractor Sheathing Tape
C. Fasteners
1. Wood Framing - Corrosion resistant roofing nails with 3/4 inch long shank minimum and one
inch diameter plastic head or Tyvek Wrap Caps.
PART 3 EXECUTION
3.1 INSTALLATION
A. Install over exterior wall sheathing.
1. Apply fasteners along stud lines at18 inches maximum on center. Lap horizontal joints 6
inches minimum, with upper layer placed over lower layer. Lap vertical seams 16 or 24 inches
as necessary to match framing spacing. Do not fasten at bottom where necessary to allow for
installation of embedded flashing under air infiltration barrier at base of masonry veneer.
2. Seal joints and penetrations through air infiltration barrier with specified tape before installation
of finish material. Air infiltration barrier shall be air tight and free from holes, tears, and
pu nctu res.
02514
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07271
Air Infiltration Barrier
END OF SECTION
02514
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07271
Air Infiltration Barrier
SECTION 07511
BUILT-UP ASPHALT ROOFING
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install built-up roofing system as described in Contract Documents.
B. Products Installed But Not Supplied Under This Section
1. Flashing at drains and scuppers.
2. Flashing for plumbing and electrical protrusions.
3. Pitch pans.
4. Flashing plates for stacks.
C. Related Sections
1. Division 06 - Wood pads and curbs for roof-mounted equipment
2. Section 07634 - Sheet metal work
1.2 REFERENCES
A. American Society For Testing And Materials
1 . ASTM D 41-94, 'Standard Specification for Asphalt Primer Used in Roofing,
Dampproofin9, and Waterproofing'
2. ASTM D 312-95a, 'Standard Specification for Asphalt Used in Roofing'
3. ASTM D 2178-97a, 'Standard Specification for Asphalt Glass Felt Used in Roofing and
Waterproofing'
4. ASTM D 4601-98, 'Standard Specification for Asphalt-Coated Glass Fiber Base Sheet
Used In Roofing'
1.3 SUBMITTALS
A. Product Data - Manufacturer's literature or cut sheet for each component of system.
p-
1.4 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies - System shall have UL Class B rating minimum.
B. Pre-Installation Conference - Schedule pre-installation conference after installation of roof deck
but before application of roofing system.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials in Manufacturer's original unopened containers and rolls with labels intact and
legible. Deliver materials in sufficient quantities to allow continuity of work.
B. Store materials on clean, raised platforms or pallets with weather-protective covering. Store
rolled goods on end. Provide continuous protection of materials against welling and moisture
absorption. Remove wet materials from site. Situate equipment and materials so as to preclude
danger, disturbance, or interference to public safety and traffic, and to not constitute fire hazard.
C. Handle rolled goods so as to prevent damage to edge or ends. Select and operate materials
handling equipment so as not to damage existing construction or applied roofing.
1.6 PROJECT CONDITIONS
A. Project Environmental Requirements - Apply roofing only in dry weather.
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Section 07511
Built-up Asphalt Roofing
1.7 WARRANTY
A. Manufacturer's written 20 year NDL warranty.
B. Installer's written 2 year warranty, countersigned by Contractor as joint warrantor. Warranty shall
cover workmanship and materials and repairs or replacement of work at no cost to Owner.
Blistering, buckling, and poor workmanship shall be considered defects subject to correction
under this guarantee.
PART 2 PRODUCTS
2.1 MEMBRANES INSTALLED OVER WOOD DECKS
A. Approved Materials including quantity per 100 sq ft 9 sq meters of roof area
1 . Vapor Retarder - 40 Ib asphalt-coated felt base sheet meeting requirements of
ASTM D 2626 - 40 Ibs
2. Asphalt -
a. High melt point shall meet requirements of ASTM D 312, type as shown. Asphalt
product labels shall be formatted as follows -
Identification -
Manufacturer and Type
Finish blowing temperature
Equiviscous temperature
Flash point
Degrees F
Degrees F
Degrees F
1) For asphalt to receive 40 Ib vapor barrier Type III - 30 Ibs
2) For solid mopping to receive roof insulation Type III - 50lbs
3) For asphalt to receive glass fiber base sheet Type III - 30 Ibs
4) Mopping between plies, 3 courses of 25 Ibs each Type III - 751bs
3. Membranes -
a. Base Sheet - No. 40, 25 Ib nominal, fiber glass meeting requirements of
ASTM D 4601, Type II - 40 Ibs
b. Roof Plies - Meet requirements of ASTM D 2178, Type VI, 3 layers (Weight is
nominal) - 30lbs
c. Cap Sheet - SBS Modified FR Cap Sheet with granules, 142 mil thick minimum
- 961bs
2.2 FLASHING, FASTENING, AND MISCELLANEOUS MATERIALS
A. Primer - Meet requirements of ASTM D 41.
B. Asphalt Base Emulsion - Meet requirements of ASTM D 1227, Type I or II.
C. Flashing Felt - Aggregate coated, reinforced, modified bitumen
D. Cant Strips - Fiber.
E. Asphalt Roof Cement - Meet requirements of ASTM D 2822.
F. Nails
1 . Roofing Nails - One inch head or washer, ring shank.
G. Tin Discs - 24 ga, one inch minimum diameter.
2.3 APPROVED MANUFACTURERS
A. Approved Manufacturers
1. Celotex Corp, Tampa, FL (813) 873-1700 www.celotex.com
2. Consolidated Fiber Glass Products Co Inc, Bakersfield, CA (805) 323-6026
3. GAF Corp, Wayne, NJ (800) 766-3411 www.Qaf.com
02514
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Section 07511
Built-up Asphalt Roofing
4. G-P Gypsum Corporation, Atlanta, GA (800) 225-6119 www.OP.com/ovpsum
5. GS 1 Certainteed Roofing Products, Valley Forge, PA www.certainteed.com
6. Johns Manville, Denver, CO (800) 654-3103 www.im.com
7. Tamko, Joplin, MO (417) 624-6644 www.tamko.com
8. U S Intec 1 Permaglas, Port Arthur, TX (800) 624-6832 www.usintec.com
9. Tremco Inc., Orange, CA www.tremcoroofino.com
PART 3 EXECUTION
3.1 EXAMINATION
A. Examine decks for adequacy prior to commencing work. Requirements shall include
1 . Designed slope
2. Location of roof drains
3. Smoothness
4. Moisture conditions
5. Other condition incompatible with good roofing practice.
B. Notify Architect in writing of conditions which would limit guarantee on part of Manufacturer or
appl icator.
3.2 INSTALLATION
A. Interface With Other Work - Coordinate with installers whose work penetrates roof deck or
requires men and equipment to traverse roof deck.
B. General Requirements
1. Provide sufficient work force to meet completion requirements specified. Roofing
foreman shall be skilled in his trade and qualified to layout and supervise the work. He
shall be present at times while work is in progress.
2. Kettles used for heating bitumen shall be equipped with accurate and clearly visible
thermometers. Temperature at mop shall be equiviscous temperature plus or minus 25
deg F. Temperature shall never reach flash point or be maintained at or above finish
blowing temperature for more than four hours.
3. Do not allow felt machines, high-boys, mop-buckets, tractors, trailers, graveling
equipment, etc, having hard wheels on roof membrane. Soft rubber or inflatable tires will
be acceptable.
4. Do not use drum type felt machines.
5. Glaze-coat glass felts, if required by Felt Manufacturer, and all organic felts in areas
where gravel surfacing is not completed by end of each working day. Do not leave felts
exposed to weather overnight.
a. Install temporary two-ply cut-ofts at termination of each day's work and seal so roof
is completely watertight. Remove cut-ofts when roofing application is resumed.
b. Seal flashings at the end of each days work so they are watertight.
c. Glaze coats of bitumen used for protection of work in place shall not decrease
amount of bitumen specified for installation of work. .
C. Installation Requirements Over Wood Deck
1. Cut 40 Ib base sheets in lengths not to exceed 18 feet and allow to flatten. Apply one
layer of 40 Ib base sheet lapped 2 inches on sides, and 4 inches on ends. Extend base
sheet 8 inches beyond edge of insulation at eaves and vertical surfaces.
2. Install specified cant strips on top of insulation in asphalt.
3. Solid mop glass felt base sheet to insulation.
4. Lay roofing plies shingle fashion, starting at low points and drains, and working up slopes
to high point of roof. Solid mop each of three felts to base sheet.
a. Lap 24-3/4 inches on sides and 4 inches on ends.
b. Roll and broom plies of felt thoroughly into hot, tacky bitumen full felt width.
Roofing having voids is subject to rejection.
c. Turn up layers, mop to cant strip, and trim 2 inches above cant strip on vertical
surfaces. Use appropriate starter and termination strips.
7. Cut out and repair fish mouths, wrinkles, buckles or tears in felt plies with an additional ply
over top. After installing membrane plies, solid mop cap sheet and roll and broom cap
02514
Perris Hill Sr. Center
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Section 07511
Built-up Asphalt Roofing
sheetthroughly.
8. Prevent bitumen, felt, or other debris from entering roof drains or conductors. Bear cost
of cleaning drains found to be clogged from this debris.
9. No phase-construction shall be allowed, e.g. applying one dry sheet and later applying ply
sheets, etc.
D. Roof Drains
1. Provide roof drains with 41b minimum lead flashing extending 12 inches minimum beyond
drain opening. Provide drains with expansion joint sleeves.
a. Turn plies of membrane down into clamping ring in flashing cement.
b. Clamp ring into place and install two plies of No. 15 reinforced felt over flanges so
first ply extends 3 inches minimum beyond outer edge of flange, and second ply
extends 6 inches minimum beyond outer edge of flange. Install both plies in
flashing cement.
c. Leave drains free of asphalt, debris, etc.
E. Projection Flashings
1. Install projection flashings for vent pipes, electrical pipes, and stacks. Flashings shall
have 4 inch minimum wide flange. .
a. Install projection flashings on top of last ply of roofing membrane in a solid 1/8 inch
thick bed of flashing cement. Securely fasten flanges.
b. Install two plies of No. 15 felt in hot asphalt over flange and feather onto roof
membrane 3 inches and 6 inches respectively beyond outer edge of flange.
2. Install pitch pocket sat mechanical screen supports.
F. Gravel Stops
1. Finish
a. Metal exposed to view shall have face coating of polyvinyledene Fluoride (PVF,)
Resin-BASE finish (Kynar 500 or Hylar 5000) containing 70 percent minimum PVF,
in resin portion offormula. Thermo-cured two coat system consisting of corrosion
inhibiting epoxy or acrylic latex primer and top coat factory applied over properly
pre-treated metal. Reverse side coating shall be thermo-cured system consisting
of corrosion inhibiting epoxy primer applied over properly pre-treated metal.
b. Color as selected by Architect from Manufacturer's standard colors.
G. Base Flashing System
1. Install base flashings at vertical intersections of roof deck and walls, coiumn stubs,
platforms, canted gravel stop details, etc.
2. Extend plies and asphalt moppings up vertical surfaces, and trim 2 inches above top of
cant strip.
3. Install 2 plies modified bitumen flashing sheet, top layer granular coated, extending from
reglet to 4 inches minimum from base of cant onto roof.
4. Naii with 1-1/2 inch masonry nails through flat tin discs along upper edge 8 inches on
centers maximum into mortar joints or wall.
5. End laps shall be 4 inches minimum and staggered not less than 24 inches.
3.4 CLEANING
A. Remove from job site debris resulting from or incidental to this work. Clean or repair bitumen
spills and damage to Owner's satisfaction.
END OF SECTION
02514
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Section 07511
Built-up Asphalt Roofing
SECTION 07621
FLASHING AND COUNTERFLASHING / Galvanized Steel
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not limited To
1. Furnish and install flashing, counterflashing, and hold-down clips as described in Contract
Documents and not specified to be of other material.
1.2 REFERENCES
A. American Society For Testing And Materials
1. ASTM A 361-94, 'Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) by the Hot-
Dip Process for Roofing and Siding'
PART 2 PRODUCTS
2.1 MATERIALS
~.
A. Sheet Metal
1. Galvanized Iron or steel meeting requirements of ASTM A 361, G 90.
a. 22 ga for hold-down clips and refrigerant line covers.
b. 24 ga for all other.
2. Finish-
a. Metal exposed to view shall have face coating of polyvinyiedene Fluoride (PVF2) Resin-
base finish (Kynar 500 or Hyiar 5000) containing 70 percent minimum PVF2 in resin
portion offormula. Thermo-cured two coat system consisting of corrosion inhibiting epoxy
or acrylic latex primer and top coat factory applied over properly pre-treated metal.
Reverse side coating shall be thermo-cured system consisting of corrosion inhibiting
epoxy primer applied over properly pre-treated metal.
b. Color as selected by Architect from Manufacturer's standard colors.
3. Acceptable Manufacturers -
a. Copper Sales Inc, Minneapolis, MN (800) 426-7737 or (612) 576-9595
www.unaclad.com
b. Englert Inc, Perth Amboy, NJ (800) 610-1975 or (732) 826-8614 www.englertinc.com
c. Fabral, Jackson, GA (800) 884-4484 www.fabral.com
d. Metal Sales Manufacturing Corp, Sellersburg, IN (800) 999-7777 or (812) 246-1866
www.mtlsales.com
e. Petersen Aluminum Corp, Elk Grove, IL (800) 323-1960 or (847) 228-7150
ww.pac-c1ad.com
f. Reynolds Metals Company, Richmond, VA (800) 841-7774 or (804) 281-3939
www.rmC.com
g. Integris Metals, Minneapolis, MN (800) 328-7800 or (763) 717-9000
www.integrismelals.com
h. Equal as approved by Architect before installation. See Section 01600.
B. Screws, Bolts, Nails, And Accessory Fasteners - Of strength and type consistent with function.
"""'-
-,
"'"
-
-
-,
2.2 FABRICATION
A. Form accurately to details.
B. Profiles, bends, and intersections shall be even and true to line.
C. Fold exposed edges 1/2 inch to provide stiffness
02514
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Section 07621
Flashing And Counterflashing / Galv. Steel
PART 3 EXECUTION
3.1 INSTALLATION
A. Install with small, watertight seams.
B. Slope to provide positive drainage.
C. Provide sufficient hold down clips to insure true alignment and security against wind.
D. Provide 4 inch minimum overlap.
E. Allow sufficient tolerance for expansion and contraction.
F. Insulate work to prevent electrolytic action.
3.2 CLEANING
A. Leave metals clean and free of defects, stains, and damaged finish.
END OF SECTION
02514
Perris Hill Sr. Center
2
Section 07621
Flashing And Counterflashing I Galv. Steel
SECTION 07840
FIRESTOPPING
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install firestopping not involving penetrations as described in Contract Documents.
2. Quality of firestopping materials and systems used for penetrations on Project, including
submittal requirements.
B. Related Sections
1 . Furnishing and installing of penetration firestopping specified under Section installing work
penetrating structure.
1.2 REFERENCES
A. American Society For Testing And Materials
1. ASTM E 814-00, 'Standard Test Method for Fire Tests of Through-Penetration Fire Stops'
..
B. International Conference of Building Officials
1. ICBO, 'Uniform Building Code (UBC), Volume 1, Administrative, Fire and Life Safety, and Field
Inspection Provisions'
C. Underwriter's Laboratories
1. UL 1479, 'Fire Tests of Through-Penetration Firestops'
2. Fire Resistance Directory, current edition, contains listing of approved Penetration Firestop
Systems
1.3 DEFINITIONS
A. Penetration Firestop System - An assemblage of specific materials or products that are designed,
tested, and fire resistive in accordance with UBC Standard 7-5 to resist passage of fire through
penetrations for prescribed period of time.
1.4 SUBMITTALS
A. Shop Drawings - Show each type of Penetration Firestop System with design approval reference
number. _.
1.5 QUALITY ASSURANCE
A. Regulatory Requirements
1 . Each Penetration Firestop System shall be UL listed for that type of penetration occurring on
Project.
2. Ratings shall be in accordance with ASTM E 814, UL 1479, or UBC Standard No 43-6 as -.
acceptable to local code authority.
PART 2 PRODUCTS
2.1 MATERIALS
-
A. Sealant, packing material, or collar system required by Firestop Manufacturer for Firestop
Penetration System to comply with listed design.
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Perris Hill Sr. Center
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Section 07840
Firestopping
2.2 ACCEPTABLE MANUFACTURERS
A. Passive Fire Protection Partners, Delta, BC (800) 810-1788 or (604) 515-1788
www.firestop.com
B. FlameStop V by Flame Stop Inc, Keller, TX (817) 431-3747 www.f1amestop.com
C. High Performance Firestop Systems by Hilti, Tulsa, OK (800) 333-1150 or (918) 252-6000
www.hilti.com
D. Nelson Firestop Products, Tulsa, OK (800) 331-7325 or (918) 627-5530
www.nelsonfirestop.com
E. Metacaulk by Rectorseal, Houston, TX (800) 231-3345 or (713) 263-8001 www.rectorseaLcom
F. Specified Technologies Inc, Somerville, NJ (800) 992-1180 or (908) 526-8000
www.stifirestop.com
G. 3M Fire Protection Products by 3M, St Paul, MN (800) 328-1687 or (612) 733-4755
www.mmm.com
H. Tremco Firestopping Systems by Tremco, Beachwood, OH (800) 562-2728 or (216) 292-5000
www.tremcosealants.com
L Vesuvius, Erwin, TN (800) 849-3275 or (423) 7434125 www.pyroscat.com
J. Equal as approved by Architect before installation. See Section 01600.
PART 3 EXECUTION - Not Used
END OF SECTION
02514
Perris Hill Sr. Center
2
Section 07840
Firestopping
SECTION 07920
JOINT SEALANTS
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install sealants not specified to be furnished and installed under other Sections.
2. Quality of sealants to be used on Project not specified elsewhere, including submittal, material,
and installation requirements.
B. Related Sections
1. Removing existing sealants specified in Sections where work required.
2. Furnishing and installing of sealants is specified in Sections specifying work to receive new
sealants.
1.2 SUBMITTALS
A. Product Data
1. Manufacturer's literature and installation recommendations for each Product.
2. Schedule showing joints requiring sealants. Show also backing and primer to be used.
B. Quality Assurance I Control - Certificate from Manufacturer indicating date of manufacture.
'"
1.3 DELIVERY, STORAGE, AND HANDLING
A. Handle to prevent inclusion of foreign matter, damage by water, or breakage.
B. Deliver and keep in original containers until ready for use.
C. Do not use damaged or deteriorated materials.
D. Store in a cool place, but never under 40 deg F.
PART 2 PRODUCTS
2.1 MATERIALS
A. Sealants
1. Sealants provided shall meet Manufacturer's shelf-life requirements.
2. Exterior Building Elements -
a. Joints and cracks around windows
b. Aluminum entrance perimeters and thresholds
c. Door frames
d. Wall penetrations
e. Connections
f. Parapet caps
g. Other joints necessary to seal off building from outside air and moisture
h. Approved Products -
1) Dow Corning -
a) Primer - 1200
b) Sealant - 791
N'
02514
Perris Hill Sr. Center
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Section 07920
Joint Sealants
2) General Electric -
a) Primer - SCP 3154
b) Sealant - Silpruf
3) Tremco-
a) Primer-
(1) Metal - No. 20
(2) Other - No. 23
b) Sealant - Spectrum 1
3. Exterior Sheet Metal And Miscellaneous -
a. Penetrations in soffits and fascias
b. Roof vents and flues
c. Flashings
d. Gutters
e. Approved Products -
1) 791 or 790 by Dow Corning
2) Sikaflex 15LM by Sika Corp
3) Tremsil 600 by Tremco
4. Exterior Concrete -
a. Approved Products -
1) Joints between building foundations and exterior site concrete
a) Dow Corning -
(1) Primer - 1200
(2) Sealant - 790
b) General Electric -
(1) Primer - SCP3154
(2) Sealant - Silpruf
c) Tremco - Vulchem 45
5. Interior-
a. Inside jambs and heads of exterior door frames
b. Inside perimeters of windows
c. Miscellaneous gaps between substrates
d. Approved Products -
1) Trademate Paintable by Dow Corning
2) Acrylic Latex 834 by Tremco
6. Color - As selected by Architect from Manufacturer's standard colors.
B. Backing - Flexible closed cell, non-gassing polyurethane or polyolefin rod or bond breaker tape as
recommended by Sealant Manufacturer for joints being sealed.
2.2 MANUFACTURERS
A. Dow Corning Corp, Midland, MI (800) 248-2481 or (517) 496,6000 www.dowcorning.com
B. G E Silicone Products, Waterford, NY (800) 255-8886 or (518) 237-3330
www.ge.com/silicones/sealants
C. Sika Corporation, Lyndhurst, NJ (800) 933-7452 or (201) 933-9379 www.sika.com
D. Tremco, Cleveland, OH (800) 321-7906 or (216) 292-5000 www.tremcosealants.com
PART 3 EXECUTION
3.1 PREPARATION
A. Remove existing sealants where specified. Surfaces shall be clean, dry, and free of dust, oil,
grease, dew, or frost.
B. Apply primer.
C. Joint Backing
02514
Perris Hill Sr. Center
2
Section 07920
Joint Sealants
1. Rod for open joints shall be at least 1-1/2 times width of open joint and of thickness to give
solid backing. Backing shall fill up joint so depth of sealant bite is no more than 3/8 inch deep.
2. Apply bond-breaker tape in shallow joints as recommended by Sealant Manufacturer.
3.2 APPLICATION
A. Apply sealant with hand-calking gun with nozzle of proper size to fit joints. Use sufficient pressure
to insure full contact to both sides of joint to full depth of joint.
B. Tool joints immediately after application of sealant if required to achieve full bedding to substrate
or to achieve smooth sealant surface.
C. Depth of sealant bite shall be 1/4 inch minimum and 1/2 inch maximum, but never more than one
half or less than one fourth joint width.
D. Do not apply calking at temperatures below 40 deg F.
E. Calk gaps between painted or coated substrates and unfinished or pre-finished substrates. Calk
gaps between painted or coated substrates larger than 3/16 inch.
3.3 CLEANING
A. Clean adjacent materials which have been soiled immediately(before setting) as recommended by
Manufacturer.
END OF SECTION
02514
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3
Section 07920
Joint Sealants
DIVISION 08
o 0 0 R SAND WIN 0 0 W S
08100 METAL DOORS AND FRAMES
08112 STANDARD STEEL DOORS
08115 STANDARD STEEL FRAMES
08200 WOOD AND PLASTIC DOORS
08211 FLUSH WOOD DOORS I Field-Finished
08400 ENTRANCES AND STOREFRONTS
08411 ALUMINUM-FRAMED STOREFRONTS
08700 HARDWARE
08701 GENERAL HARDWARE REQUIREMENTS
08711 HANGING DEVICES
08712 SECURING DEVICES
08714 ACCESSORIES FOR PAIRS OF DOORS
08715 CLOSING DEVICES
08716 PROTECTIVE PLATES AND TRIM
08717 STOPS AND HOLDERS
08718 ACCESSORIES
08771 KEY STORAGE AND CONTROL EQUIPMENT
08800 GLAZING
08810 GLASS
END OF TABLE OF CONTENTS
02514
Perris Hill Sr. Center Expansion
1
Division 8
Table of Contents
SECTION 08112
STANDARD STEEL DOORS
PART 1 GENERAL
1.1 SUMMARY
A. Products Supplied But Not Installed Under This Section
1 . Hollow metal doors
2. Hollow metal fire doors
B. Related Sections
1. Section 06202 - Door installation
1.2 REFERENCES
A. American National Standards Institute! Steel Door Institute
1. ANSI! SDI-100-91, 'Recommended Specifications, Standard Steel Doors And Frames'
1.3 SYSTEM DESCRIPTION
A. Performance Requirements
1. Products of this Section are to be furnished and installed in accordance with procedures
established between Owner and VMR partners, in addition to Contract Document
requirements. To the best of our knowledge, there are no conflicts between these established
procedures and Contract Document requirements.
2. Contact Church Project Manager if there are questions regarding these procedures. At his
direction, contact may be made with Church VMR Manager.
_.
PART 2 PRODUCTS
2.1 MANUFACTURED UNITS
A. Doors
1. Meet requirements of Steel Door Institute Bulletin SDI-100
a. Grade I for interior doors, Grade II for exterior doors
b. Model 1 Full Flush or Model 2 Seamless designs at Manufacturer's option.
c. Type F, G, or L as required.
d. Finish-
1) Interior doors primed or galvanized
2) Exterior doors galvanized and primed
2. Insulation - Insulate doors at exterior of main building sufficient to provide U-value of 0.10
maximum.
3. Fire Doors - Doors designated as labeled doors shall carry appropriate UL label on door and
frame.
2.2 MANUFACTURERS
A. Any current member of Steel Door Institute.
2.3 FABRICATION
A. General
02514
Perris Hill Sr. Center
1
Section 08112
Standard Steel Doors
1. Mortise and reinforce doors for hinges and locks.
2. Reinforce doors for closers and other surface applied hardware.
3. Drill and tap on job.
4. Seams along vertical edges of door need not be filled.
5. Do not extend hinge cut out full width of door unless fill strip is inserted, weld filled, and ground
smooth so no seam appears on back face plate.
6. Double doors shall have overlapping rolled steel astraga!.
2.4 SOURCE QUALITY CONTROL
A. Verification of Performance - Label each door as conforming to above required standards.
PART 3 EXECUTION Not Used
END OF SECTION
02514
Perris Hill Sr. Center
2
Section 08112
Standard Steel Doors
SECTION 08115
STANDARD STEEL FRAMES
PART 1 GENERAL
1.1 SUMMARY
A. Products Supplied But Not Installed Under This Section
1 . Hollow metal frames
B.
Related Sections
1. Section 05129
2. Section 06202
3. Section 08411
- Under-Platform door frames
Installation
- Aluminum Entry Frames
1.2 REFERENCES
A. Steel Door Institute
1. SOl Technical Bulletin 105-92, 'Recommended Erection Instructions for Steel Frames'
1.3 SYSTEM DESCRIPTION
A. Performance Requirements
1 . Products of this Section are to be furnished and installed in accordance with procedures
established between Owner and VMR partners, in addition to Contract Document
requirements. To the best of our knowledge, there are no conflicts between these established
procedures and Contract Document requirements.
2. Contact Church Project Manager if there are questions regarding these procedures. At his
direction, contact may be made with Church VMR Manager.
1.4 SUBMITTALS
A. Quality Assurance I Control - Copy of SOl Technical Bulletin 105
PART 2 PRODUCTS
2.1 MANUFACTURED UNITS
A. Frames
1 . Cold rolled furniture steel.
a. Interior Frames - 16 ga
b. Exterior Frames - 14 ga
2. Provide labeled frame to match fire rating of door.
3. Finish-
a. Prime surfaces with rust inhibiting primer.
4. Anchors - 16 US gauge minimum meeting UL or other code acceptable requirements for door
rating involved.
-
2.2 MANUFACTURERS
-
A. Any current member of the Steel Door Institute.
2.3 FABRICATION
A. General Requirements
1. Frames shall be welded units. Provide temporary spreader on each welded frame.
2. Provide Manufacturer's gauge label for each item.
3. Make breaks, arrises, and angles uniform, straight, and true. Accurately fit corners.
02514
Perris Hill Sr. Center
1
08115
Standard Steel Frames
B. Provide mortar guards at strikes and hinges.
C. Anchors
1. Provide three jamb anchors minimum for each jamb. On hinge side, instali one anchor at each
hinge location. On strike side, instali one anchor at strike level and anchors at same level as
top and bottom hinges. Tack weld anchors on frames intended for instaliation in framed walis.
2. Frames instalied before walis are constructed shali be provided with extended base anchors
in addition to other specified anchors.
3. Anchor types and configurations shali meet wali conditions.
PART 3 EXECUTION Not Used
END OF SECTION
02514
Perris Hill Sr. Center
2
08115
Standard Steel Frames
SECTION 08211
FLUSH WOOD DOORS / Field-Finished
PART 1 GENERAL
1.1 SUMMARY
A. Products Supplied But Not Installed Under This Section
1. Flush wood doors
2. Flush wood doors with openings for grilles as necessary
B. Related Sections
1 . Section 06202
2. Section 09936
Installation
Finishing of doors
~.
1.2 SUBMITTALS
A. Product Data
1. Manufacturer's product literature.
2. Maintenance and repair instructions.
B. Shop Drawings - Schedule showing type of door at each location. Included shall be size, veneer.
core type, fire rating, hardware prep, openings, blocking, etc.
C. Quality Assurance / Control - Copies of fire tests showing accessories and configurations
necessary for rated doors to achieve ratings.
1.3 DELIVERY, STORAGE, AND HANDLING
A. Deliver in clean truck and, In wet weather, undercover. Deliver to building site after plaster, cement,
and taping compound are dry.
B. Store doors in a space having controlled temperature and humidity range between 25 and 55
percent. Store flat on level surface in dry, well ventilated space. Cover to keep clean but allow air
circulation. Do not subject doors to direct sunlight, abnormal heat, dryness, or humidity.
C. Handle with clean gloves and do not drag doors across one another or across other surfaces.
1.4 WARRANTY
A. Manufacturer's standard full door warranty for lifetime of original installation
1. Warranty shall include finishing, hanging, and installing hardware if manufacturing defect was
discovered after door was finished and installed.
2. Warranty to include defects in materials including following -
a. Delamination in any degree.
b. Warp or twist of 1/4 inch or more in door panel at time of one year warranty inspection.
c. Telegraphing of core assembly - Variation of 1/100 inch or more in a 3 inch span.
PART 2 PRODUCTS
2.1 MANUFACTURED UNITS
A. Wood Doors
1. For Transparent Finish
a. Type - AWl PC-5ME or FD-5ME
02514
Perris Hill Sr. Center
1
08211
Flush Wood Doors / Field-Finished
b. Grade - AWl Premium, except face veneer.
c. Face Veneer -
1) Match existing meeting requirements of AWl Grade A, 1/50 inch thick minimum
immediately prior to finishing.
2) Face veneers shall be running book matched.
d. Fully Type I - Adhere all glue lines with Type I adhesive, including veneer lay-up.
2. Core-
a. Fully bonded to stiles and rails and sanded as a unit prior to applying veneers.
b. Non-Rated And Fire-Rated, AWl FD 1/3 -
1) 32 Ib density meeting requirements of ANSI A 208.1 Mat Formed Wood Particle
Board, Grade 1-l-1 minimum.
2) Stiles-
a) 1-3/8 inches deep minimum before filting.
b) 1/4 inch minimum of stile face to be hardwood matching face veneer materiaL
3) Rails-
a) 1-1/8 inches
b) Manufacturer's option.
c. Fire-Rated, AWl FD-3/4, 1, and 1-112
1) Mineral as standard with approved Manufacturer with inner blocking, 5 inches wide
minimum, for closers, flush bolts, and exit devices.
a) Sizes of stiles and rails to be Manufacturer's standard meeting fire rating, and
incorporating soiid hardwood stile face.
b) Stiles for pairs of mineral core doors shall be of material and configuration
meeting required fire rating without use of metal astragal or edge.
2.2 APPROVED MANUFACTURERS
A. Oshkosh Architectural Door Co, Oshkosh, WI
B. VT Industries, Holstein, IA
C. Marshfield Door Systems Inc, Marshfield, WI
2.3 FABRICATION
A. Doors shall be factory-machined. Coordinate with Section 08115 and Sections under 08700.
2.4 SOURCE QUALITY CONTROL
A. Verification of Performance
1. Doors shall have following information permanently affixed on top of door _
a. Manufacturer
b. Door designation or model
c. Veneer species
2. Conform to National Fire Protection Standards, NFPA-80, for fire-rated doors. Required fire-
rated doors shall bear approved labels of Ul, Warnock Hersey International, or other code
acceptable agency. Machining for hardware shall be complete prior to application of labeL
PART 3 EXECUTION Not Used
END OF SECTION
02514
Perris Hill Sr. Center
2
08211
Flush Wood Doors 1 Field-Finished
SECTION 08411
ALUMINUM-FRAMED STOREFRONTS
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install aluminum storefront entry system, including hardware, glazing, and calking,
as described in Contract Documents.
B. Related Sections
1. Section 01100 - Electronic locking systems and cores for High Security Cylinders are
excluded from Contract and provided by Owner. This specification establishes quality of
materials and installation of those items for information of Contractor, Architect, and Owner's
Representatives.
2. Section 07920 - Quality of sealants
3. Section 08810 - Quality of glass and glazing
4. Section16132 - Furnishing and installing of concealed raceway, conduit, and wiring.
~
1.2 REFERENCES
A. American Society For Testing And Materials
1. ASTM B 221-00, 'Standard Specification for Aluminum-Alloy Extruded Bars, Rods, Wire,
Profiles and Tubes' ~.
1.3 SUBMITTALS
~.
A. Product Data
1. Manufacturer's literature or cut sheets for storefront system and for each item of hardware.
2. Color and finish selections
3. Maintenance, adjustment, and repair instructions
4. Parts lists
B. Shop Drawings
1. Show locations, sizes, etc, of hardware reinforcing.
1.4 DELIVERY, STORAGE, AND HANDLING
A. Deliver all parts of door, together with hardware, to Project at same time.
.,.
1.5 WARRANTY
A. Closers - Provide Closer Manufacturer's standard warranty, 10 years minimum.
-'
PART 2 PRODUCTS
2.1 COMPONENTS
A. Manually Operated Doors
1. Aluminum - 6063 T5 aluminum alloy, or meeting requirements of ASTM B 221, alloy GS
1OA-T5
2. Stiles And Top Rails - 3-112 inches by 1-3/4 inches by 0.125 inches thick nominal
3. Bottom Rail - 10 inches minimum by 1-3/4 inches by 0.125 inches thick nominal
02514
Perris Hill Senior Center
1
Section 08411
Aluminum-Framed Storefronts
4. Construction - Manufacturer's standard.
5. Glazing Stops - Snap-in type with neoprene bulb-type glazing. Units shall be giazed from
exterior side.
6. Weatherstripping-
a. Neoprene bulb-type
7. Finish - Match Existing
8. Approved Products -
a. 350 Medium Stile by Kawneer
b. Series 375 by Vistawall
c. Series 400 by United States Aluminum
B. Frames
1. Aluminum - 6063-T5 aluminum alloy or meeting requirements of ASTM B 221, alloy GS
10A-T5)
2. Mullion - Steel reinforced or heavy duty as necessary to prevent flexing of mullion.
3. Sills - Sidelight base to match height of door bottom rail.
4. Sealer Tape - 3M
5. Fasteners - Aluminum or non-magnetic stainless steel. Concealed fastenings shall be
cadmium or zinc-plated steel.
6. Finish - Match doors
7. Frames shall be from same Manufacturer as doors.
8. Approved Products -
a. Double Giazed -
1) Trifab '451' by Kawneer
2) Series FG3000 2x4-1/2 by Vistawall
3) Series '451 2x4-1/2' by United States Aluminum
C. Glazing Characteristics
1. Exterior Lobby I Vestibule Doors Glazing - Clear Interior and Exterior pane
2. Storefront Windows -
a. Clear interior pane and Dark Bronze match existing exterior pane with Low E treatment
on surface 2
2.2 STOREFRONT HARDWARE
A. Hinging - Top and bottom offset, ball bearing pivots per door leaf.
B. Surface-Mounted Overhead Door Closers
1. Provide parallel arms on closers unless door position requires otherwise.
2. Except for center leafs where three or more leafs fill a single opening, closers shall allow for
180 degree opening and not be used as a stop. Provide Cush-N-Stop or equivalent arm for
center door leafs where three or more leafs are used in single opening.
3. Adjust closers to provide maximum opening force as required by governing code authority.
4. Closers shall have following features
a. Adjustable sweep speed
b. Adjustable backcheck
c. Non-handed, non-sized
5. Approved Products -
a. Surface mounted -
1) 4041 Series parallel arm by LCN
2) 7500 Series Parallel arm by Norton
C. Exit Devices
1. Operation-
a. Entry shall be by key. Device shall be locked by cylinder from outside. Key shall be
removable when cylinder is in locked or unlocked position.
b. Dogging operation shall be by accessible, permanent knob, but not by removable alien
wrench devices.
2. Color - Match existing.
3. Exterior Trim - Lever Handle or Pull equal to Kawneer CO-9 or Vistawall PH-12
02514
Perris Hill Senior Center
2
Section 08411
Aluminum-Framed Storefronts
4. Types-
a. Rim Type. Provide type of strike that will allow installation of specified panic devices on
storefront system specified.
5. Approved Products -
a. Apex Series by Precision
b. 80 Series by Sargent
c. 98 or 99 Rim Series by Von Duprin
D. Thresholds
1. At Vestibule with Thin-Set Paver Tile - Similar to Pemko 253, 254, or 255 Profile
2. At Vestibule with Paver Tile on Setting Bed - Manufacturer's standard meeting handicap
accessibility requirements.
E. Sweep Strips
1. Quality Standard - Pemko 18041 PWP
F. Stops
1 . Use floor stops except where required otherwise on Door Schedule.
2. Acceptable Products -
a. Floor Mounted -
1) FB 19X by Glynn-Johnson
2) F9079X by Trimco I BBW I Quality
3) Equal as approved by Architect before installation. See Section 01600.
b. Overhead-
1) DH5203 Series by Corbin Russwin
2) 90S Series by Glynn-Johnson
3) 590S Series by Sargent
4) Equal as approved by Architect before installation. See Section 01600.
..
G. Power Operators
1. Electrically powered auto equalizers, #4640, by LCN.
2. Actuators for power operators by LCN.
a) Wall plate actuator, 7910-956 (4 W')
b) Jamb mounted actuator, 7910-918
3. Accessories
a) 7910 series flush mounted box.
b) 7910 - 919 flush mounted box.
2.3 FABRICATION
k'
A. Construction shall meet Manufacturer's recommendations. Joints shall be tightly closed.
B. Mortise in manner to give maximum hardware-door connection strength and neatness of
appearance. Adequately reinforce with backplates or rivnuts to hold pivots and closers.
PART 3 EXECUTION
3.1 INSTALLATION
A. Interface With Other Work - When using overhead stops, coordinate installation with door closer
and other door hardware.
B. Accurately fit thresholds. Bed thresholds in specified sealant at contact points with floor and make
watertight.
C. Use sealer tape to prevent electrolytic action.
02514
Perris Hill Senior Center
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Section 08411
Aluminum-Framed Storefronts
D. Set plumb, square, level in correct alignment, and securely anchor. If used, line up horizontal rail
in sidelight with door rail.
E. Adjust doors for proper operation after glazing entry. Calk joints between frames and walls, both
interior and exterior.
3.2 FIELD QUALITY CONTROL
A. Site Tests - Pull test doors, especially pairs of single doors separated by permanent mullions, to
ensure security of opening.
3.3 HARDWARE GROUP SCHEDULE
A. Single Doors
Group ST1 -
1 set
1 each
1 each
2 each
1 each
1 each
1 set
1 each
Group ST2 -
1 set
1 each
1 each
1 each
1 each
1 set
1 each
02514
Perris Hill Senior Center
A101, C101, A106
- Pivots
- Exit Device with dogging capability and locking cylinder
- Power Operations
- Actuators
- Pull
-Threshold
- Weatherstrip
- Stop
8101,8106
- Pivots
- Exit Device with dogging capability
-Closer
- Pull
- Threshold
- Weatherstrip
-Stop
END OF SECTION
4
Section 08411
Aluminum-Framed Storefronts
SECTION 08701
GENERAL HARDWARE REQUIREMENTS
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1 . General requirements for finish hardware related to architectural wood and hollow metal doors.
B. Related Sections
1. Section 06202 - Installation
2. Section 08411 - Aluminum-framed Storefront Hardware
1.2 DEFINITIONS
A. Builders Hardware Manufacturer's Association (BHMA) Hardware Functions
1. F-75 Passage Latch - Latch bolt operated by knob /Iever from either side at all times.
2. F-76 Privacy Lock - Latch bolt operated by knob/lever from either side. Outside knob /Iever
loc.ked by push button inside and unlocked by emergency key from outside or rotating knob /
lever from inside.
3. F-81 Office Door Lock - Dead locking latch bolt operated by knob /Iever from either side,
except when outside knob /Iever is locked by turn button in inside knob/lever. When outside
knob /Iever is locked, latch bolt is operated by key in outside knob/lever or by rotating inside
knob /Iever. Turn button must be manually rotated to unlock outside knob /Iever.
4. F-84 Classroom Deadlock - Dead locking latch bolt operated by knob /Iever from either side,
except when outside knob /Iever is locked, latch bolt is operated by key in outside knob /Iever
or by rotating inside knob /Iever.
5. F-86 Utility Space Door Lock - Dead locking latch bolt operated by key in outside knob /Iever
or by rotating inside knob /Iever. Outside knob /Iever is aiways fixed.
6. F-91 Latch And Deadlocks - Dead locking latch bolt operated by key from both sides.
7. E-2142 Deadbolt - Dead bolt operated by key from either side. Bolt automatically dead locks
when fully thrown.
8. E-2152 Deadbolt - Dead bolt operated by key from outside and turn button from inside. Bolt
automatically dead locks when fully thrown.
1.3 SYSTEM DESCRIPTION
A. Performance Requirements
1. Products of this Section are to be furnished and installed in accordance with procedures
established between Owner and VMR partners, in addition to Contract Document
requirements. To the best of our knowledge, there are no conflicts between these established
procedures and Contract Document requirements.
2. Contact Church Project Manager if there are questions regarding these procedures. At his
direction, contact may be made with VMR partner or Church VMR Manager.
l">
1.4 SUBMITTALS
A. Product Data
1. Manufacturer's cut sheets
2. Two copies of Manufacturer's installation, adjustment, and maintenance instructions for each
piece of hardware. Include one set in Operations And Maintenance Manual and send one set
with hardware when delivered.
3. Copy of hardware schedule
4. Written copy of keying system explanation. Keying information shall include high security
keyway supplier's name, address, and phone number.
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Perris Hill Sr. Center
1
Section 08701
General Hardware Requirements
5. Instructions for re-keying from Church approved high security keyway supplier.
6. Copy of authorized signature card for rekeying.
B. Shop Drawings - Submit hardware schedule indicating hardware to be supplied. Schedule shall
indicate details such as proper type of strikeplates, spindle lengths, hand, backset, and bevel of
locks, hand and degree opening of closer, length of kickplates, length of rods and f1ushbolts, type
of door stop, and other necessary information necessary to determine exact hardware requirements.
C. Quality Assurance I Control - Certificate or letter signed by hardware supplier and by Contractor
stating that hardware provided is same as that specified in Contract Documents.
D. Closeout - Submit keying plan and bitting schedule as record documents.
1.5 QUALITY ASSURANCE
A. Suppliers bidding this work shall have two years minimum experience in providing, detailing,
scheduling, and installing builders hardware and shall employ at least one full time DHI Architectural
Hardware Consultant (AHC).
1.6 DELIVERY, STORAGE, AND HANDLING
A. Neatly and securely package hardware items by hardware group and identify for individual door with
specified group number and set number used on Supplier's hardware schedule. Include fasteners
and accessories necessary for installation and operation of finish hardware in same package.
1.7 SCHEDULING
A. Hardware Templates
1 . Provide hardware templates to Sections under 081 00 and 08200 headings within 14 days after
hardware schedule is approved by Architect.
2. Supply necessary hardware installation templates to Section 06202 before pre-installation
conference.
PART 2 PRODUCTS
2.1 FINISHES
A. Finishes shall match existing hardware and like items.
2.2 FASTENERS
A. Fasteners shall be of suitable types, sizes and quantities to properly secure hardware. Fasteners
shall be of same material and finish as hardware unless otherwise specified. Fasteners exposed
to weather shall be non-ferrous or corrosion resisting steel.
PART 3 EXECUTION
3.1 PREPARATION
A. Before ordering materials, examine documents to be assured that material to be ordered is
appropriate for substrate to which it is to be secured and will function as intended.
3.3 HARDWARE GROUP SCHEDULE
A. Single Exterior Doors
Group 3 -C110
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Perris Hill Sr. Center
2
Section 08701
General Hardware Requirements
3 each
1 each
1 each
1 each
1 each
1 set
- Hinges
- Lockset Function F-84
- Closer
-Stop
- Threshold
- Weatherstripping
B. Single Interior Doors
Group 22A - A108. 20 min.
3 each - Hinges
1 each - Lockset Function F -81
1 each - Stop
1 set - Smoke Gaskets
1 each - Closure
Group 52 - A109, B110, 20 min.
General -
1 set - Smoke Gaskets
I nactive Leaf -
3 each - Hinges
1 each - Exit Device - Surface-mounted Vertical Rod
1 each - Astragal "omit at door A109"
1 each - Closer
1 each - Kick Plate
1 each - Stop
Active Leaf -
3 each - Hinges
1 each - Exit Device - Surface-mounted Vertical Rod
1 each - Closer
1 each - Kick Plate
1 each - Stop
Group 53 - A105, 20 min.
I nactive Leaf -
3 each - Hinges
2 each - Flush Bolts
1 each - Stop
1 each - Astragal
1 each - Kick Plate
1 set - Smoke Gaskets
Active Leaf -
3 each
1 each
1 each
1 each
1 each
1 set
"-~
- Hinges
- Lockset Function F-86
- Closer with Hold Open
- Stop
- Kick Plate
- Smoke Gaskets
END OF SECTION
02514
Perris Hill Sr. Center
3
Section 08701
General Hardware Requirements
SECTION 08711
HANGING DEVICES
PART 1 GENERAL
1.1 SUMMARY
A. Products Supplied But Not Installed Under This Section
1 . Hinges for fiush wood and hollow metal doors
B. Related Sections
1. Section 08701 - General Hardware Requirements
PART 2 PRODUCTS
2.1 MANUFACTURED UNITS
A. Hinges
1. Sizes-
a. 1-3/4 inch doors and fire-rated doors in metal frames -
1) Standard - 4-1/2 inches by 4-1/2 inches.
2) Wide Throw - 4-1/2 inches by width required
b. 1-3/4 inch non-fire-rated wood doors in wood frames - 4 inches by 4 inches.
c. 1-3/8 inch wood or metal doors - 3-1/2 inches by 3-1/2 inches.
2. Use non-removable pins on exterior opening doors.
3. Hinges on exterior doors shall be solid brass, plated to achieve specified finish.
4. Approved Products -
a. Interior-
1) Hager - BB 1279
2) McKinney - TA 2714
3) Stanley - FBB 179
b. Exterior-
1) Hager - BB 1191
2) McKinney - TA2314
3) Stanley - FBB 191
2.2 MANUFACTURERS
A. Hager Companies, St Louis, MO (800) 255-3590 or (314) 772-4400 www.hagerhinge.com
B. McKinney, Scranton, PA (800) 346-7707 or (717) 346-7551 www.mckinneyhinge.com
C. Stanley, New Britain, CT (800) 337-4393 or (860) 255-5111 www.stanleyworks.com
PART 3 EXECUTION - Not Used
END OF SECTION
02514
Perris Hili Sr. Center Expansion
1
Section 08711
Hanging Devices
SECTION 08712
SECURING DEVICES
PART 1 GENERAL
1.1 SUMMARY
A. Products Supplied But Not Installed Under This Section
1. Items for architectural wood or hollow metal doors -
a. Flush bolts
b. Locksets and latchsets
c. Cylinders
d. I nterior exit devices
B. Related Sections
1. Section 08701 - General Hardware Requirements
1.2 DELIVERY, STORAGE, AND HANDLING
. A. Standard Key Delivery
1. Include change keys with hardware.
2. Prior to Final Acceptance Meeting, send master keys to Owner.
PART 2 PRODUCTS
2.1 MANUFACTURED UNITS
A. General
1. Backsets shall be 2-3/4 inches.
2. Provide metal dust box strikes for wood frames.
3. Furnish lead shields where required.
B. Flush Bolts
1 . Approved Products
Metal Door Wood Door
a. Manual Flushbolts
1) Glynn Johnson FB6 FB6W
2) Hager 282D 283D
3) Ives 458-1/2 262
4) Rockwood 555 557
b. Manual UL Fire-Rated Flushbolts -
1) Glynn Johnson FB6 FB6W
2) Hager 282D 283D
3) Ives 458 358
4) Rockwood 555 557
c. Automatic Flushbolts -
1) Glynn Johnson FB9 FB10
2) Hager 293D 294D
3) Ives 357 356
4) Rockwood 1845 1945
02514
Perris Hill Sr. Center Expansion
1
Section 08712
Securing Devices
C. Locksets And Latchsets
1 . Lever Operated -
a. Approved Products -
1) CL3300 Series by Corbin Russwin
2) 7 Series by Sargent
3) AL Series by Schlage
4) 5400LN by Yale
D. Standard Cylinders
1. Provide cylinders for exit devices requiring cylinders.
2. Approved Manufacturers - Match Manufacturer of locksets
E. Exit Devices
1. Use operable lever trim.
2. Provide labeled hardware where required by local code authority.
3. Approved Products -
a. Apex Series by Precision
b. 80 Series by Sargent
c. 99 or 98 Series by Von Duprin
2.2 MANUFACTURERS
A. Corbin Russwin, Berlin, CT (800) 543-3658 or (860) 225-7411 www.yalesecurity.com
B. Glynn-Johnson, Indianapolis, IN (800) 525-0336 or (317) 899-9440
C. Hager, St Louis, MO (800) 255-3590 or (314) 772-4400 www.hagerhinge.com
D. Ives, New Haven, CT (800) 654-2708 or (203) 772-0310
E. Knape & Vogt, Grand Rapids, MI (800) 253-1561 or (616) 459-3311 www.kv.com
F. Precision Hardware, Romulus, MI (313) 326-7500 www.precisionhardware.com
G. Rockwood, Manufacturing Co, Rockwood, PA (800) 458-2424 or (814) 926-2026
www.rockwoodmfg.com
H. Sargent, New Haven, CT (800) 906-6606 or (203) 562-2151 www.sargentlock.com
I. Schiage, Colorado Springs, CO (800) 847-1864 or (719) 264-5300 www.schlage.com
J. Von Duprin, Indianapolis, IN (800) 999-0408 or (317) 897-9944 www.vonduprin.com
K. Yale, Charlotte, NC (800) 438-1951 or (704) 283-2101 www.yalesecurity.com
PART 3 EXECUTION
3.1 STANDARD KEYING SCHEDULE - INTERIOR DOORS
A. Provide key schedule as directed by owner
B. Provide interior keying system which includes Masterkey and Changekey levels. Pin locks so pins
in masterkeys are two numbers minimum different between masterkeys and associated change
keys. Provide five AA masterkeys.
END OF SECTION
02514
Perris Hill Sr. Center Expansion
2
Section 08712
Securing Devices
SECTION 08714
ACCESSORIES FOR PAIRS OF DOORS
PART 1 GENERAL
1.1 SUMMARY
A. Products Supplied But Not Installed Under This Section
1 . Astragals for wood doors
B. Related Sections
1. Section 08701 - General Hardware Requirement
PART 2 PRODUCTS
2.1 MANUFACTURED UNITS
A. Astragals
1. Approved Products - (Fire and Smoke UL Rated)
a. 8285 by Hager
b. 9125 by NGP
c. 305 by Pemko
2.2 MANUFACTURERS
A. Glynn-Johnson, Indianapolis, IN (800) 525-0336 or (317) 899-9440
B. Hager, St Louis, MO (800) 255-3590 or (314) 772-4400 www.hagerhinge.com
C. Ives, Wallingford, CT (800) 654-2708 or (203) 294-4837
D. National Guard Products - NGP, Memphis, TN (800) 647-7874 or (901) 795-6900
www.ngpinc.com
E. Pemko, Ventura, CA (800) 283-9988 or (805) 642-2600 www.pemko.com
F. Rockwood Manufacturing Co, Rockwood, PA (800) 458-2424 or (814) 926-2026
www.rockwoodmfg.com
. PART 3 EXECUTION - Not Used
END OF SECTION
02514
Perris Hill Sr. Center Expansion
1
Section 08714
Accessories for Pairs of Doors
SECTION 08715
CLOSING DEVICES
PART 1 GENERAL
1.1 SUMMARY
A. Products Supplied But Not Installed Under This Section
1. Closers for flush wood doors and hollow metal doors.
B. Related Sections
1. Section 08701 - General Hardware Requirements
1.2 WARRANTY
A. Provide Manufacturer's standard warranty, 5 years minimum.
PART 2 PRODUCTS
2.1 MANUFACTURED UNITS
A. Surface-Mounted Overhead Door Closers
1. Closers provided under this Section shall be from same Manufacturer.
2. Provide parallel arms on closers unless door position in relation to adjacent wall requires
otherwise. Provide covers.
3. Closers shall allow for 180 degree opening and not be used as a stop.
4. Closers shall have following features -
a. Adjustabie sweep speed
b. Adjustable backcheck
c. Non-handed, non-sized
d. Delayed action closing where noted on Door Schedule
5. Approved Products -
a. 7900 Series by Dorma
b. 1461 Series by LCN .
c. 8501 Series by Norton
d. 1431 Series by Sargent
2.2 MANUFACTURERS
a. Dorma. Reamstown, PA (800) 523-8483 or (717) 336-3881 www.dorma-usa.com
b. LCN, Princeton, IL (800) 526-2400 or (815) 875-3311 www.lcnclosers.com
c. Norton, Charlotte, NC (800) 438-1951 or (704) 283-2101 www.yalesecurity.com
d. Sargent, New Haven, CT (800) 906-6606 or (203) 562-2151 www.sargentlock.com
PART 3 EXECUTION
3.1 INSTALLATION
A. Mount closers on stop side of door wherever conditions permit.
B. Through-bolt hardware-to-door connections.
02514
Perris Hill Sr. Center Expansion
Section 08715
Closing Devices
3.2 ADJUSTING
A. Adjust closers to provide maximum opening force as required by governing code authority and
proper backcheck and sweep speed.
END OF SECTION
02514
Perris Hill Sr. Center Expansion
2
Section 08715
Closing Devices
SECTION 08716
PROTECTIVE PLATES AND TRIM
PART 1 GENERAL
1.1 SUMMARY
A. Products Supplied But Not Installed Under This Section
1 . Kick plates
B. Related Sections
1. Section 08701 - General Hardware Requirements
PART 2 PRODUCTS
2.1 MANUFACTURED UNITS
A. Kick Plates
1. Size - 10 inches high by width of door less 3/4 inch on each side.
2. Material - 0.050 inch thick Stainless Steel
2.2 APPROVED MANUFACTURERS
A. Glynn-Johnson, Indianapolis, IN (800) 525-0336 or (317) 899-9440
B. Hager, St Louis, MO (800) 255-3590 or (314) 772-4400 www.hagerhinge.com
C. Ives, Wallingford, CT (800) 654-2708 or (203) 294-4837
D. Rockwood Manufacturing Co, Rockwood, PA (800) 458-2424 or (814) 926-2026
www.rockwoodmfg.com
PART 3 EXECUTION - Not Used
END OF SECTION
02514
Perris Hill Sr. Center Expansion
1
Section 08716
Protective Plates And Trim
SECTION 08717
STOPS AND HOLDERS
PART 1 GENERAL
1.1 SUMMARY
A. Products Supplied But Not Installed Under This Section
1 . Door stops
2. Door stops and holders
B. Related Sections
1. Section 08701 - General Hardware Requirements
PART 2 PRODUCTS
2.1 MANUFACTURED UNITS
A. Stops
1. Use wall type stops unless indicated otherwise on Door Schedule.
2. Provide model appropriate for substrate. Wall stops may be either cast or wrought.
3. Approved Products -
Interior Wall Exterior Wall Floor Mount Overhead
a. Glynn Johnson 60W WB11 FB13 or 13X 90S Series
b. Hager 236W 255W 242F
c. Ives 407-1/2 447 436
d. Rockwood 409 474/475 440/441
e. Corbin Russwin DH5203 Series
f. Sargent 590S Series
B. Door Stops And Holders
1 . Approved Products -
a. Glynn-Johnson - F20X, F20 or W20X, W20
b. Hager - 268F, 268S or 256S, 256W
c. Ives - 444, 445, 446, 450
e. Rockwood - 472,473,476,477
2.2 MANUFACTURERS
A. Corbin Russwin, Berlin, CT (800) 543-3658 or (860) 225-7411 www.yalesecurity.com
B. Glynn-Johnson, Indianapolis, IN (800) 525-0336 or (317) 899-9440
C. Hager, St Louis, MO (800) 255-3590 or (314) 772-4400 www.hagerhinge.com
D. Ives, Wallingford, CT (800) 654-2708 or (203) 294-4837
E. Rockwood Manufacturing Co, Rockwood, PA (800) 458-2424 or (814) 926-2026
www.rockfordmfg.com
F. Sargent, New Haven, CT (800) 906-6606 or (203) 562-2151 www.sargentlock.com
PART 3 EXECUTION
3.1 INSTALLATION
A. Interface With Other Work - When using overhead stops, coordinate installation with door closer
and other door hardware.
END OF SECTION
02514
Perris Hill Sr. Center Expansion
1
Section 08717
Stops And Holders
SECTION 08718
ACCESSORIES
PART 1 GENERAL
1.1 SUMMARY
A. Products Supplied But Not Installed Under This Section
1 . Metal thresholds where required for wood doors and hollow metal doors
2. Weatherstripping for exterior hollow metal doors
3. Acoustical seals
4. Smoke gaskets
5. Silencers
B. Related Sections
1. Section 08701 - General Hardware Requirements
2. Section 09305 - Stone thresholds
3. Section 09641 - Wood flooring system thresholds
PART 2 PRODUCTS
2.1 MANUFACTURED UNITS
A. Thresholds
1 . Outswinging Exterior Doors, Approved Products -
a. 560SV by Hager
b. 891V by NGP
c. 185AV by Pemko
B. Weatherstripping
1. Approved Products -
a. 800S by Hager
b. A625A by NGP
c. 35041 CP by Pemko
C. Smoke Gaskets
1. Color as selected by Architect.
2. Approved Products -
a. 726 by Hager
b. 2525 by NGP
c. PK55 by Pemko
D. Door Silencers
1. Approved Products -
a. For Wood Frames
1) GJ 65 by Glynn Johnson
2) 3080 by Hager
3) 21 by Ives
b. For Metal Frames -
1) GJ 64 by Glynn Johnson
2) 3070 by Hager
3) 20 by Ives
c. Equal as approved by Architect before installation. See Section 01600.
02514
Perris Hill Sr. Center Expansion
1
Section 08718
Accessories
2.2 MANUFACTURERS
A. Glynn Johnson, Indianapolis, IN (800) 525-0336 or (317) 899-9440
B. Hager, St Louis, MO (800) 255-3590 or (314) 772-4400 www.hagerhinge.com
C. Ives, Wallingford, CT (800) 654-2708 or (203) 294-4837
D. NGP - National Guard Products, Memphis, TN (800) 647-7874 or (901) 795-6900 www.ngpinc.com
E. Pemko, Ventura, CA (800) 283-9988 or (805) 642-2600 www.pemko.com
PART 3 EXECUTION
3.1 INSTALLATION
A. Install smoke gaskets and acoustical seals in manner to give continuous air-tight fit.
1 . Install smoke gaskets in 'wipe seal' configuration.
2. Install acoustical seal with seal under door.
END OF SECTION
02514
Perris Hill Sr. Center Expansion
2
Section 08718
Accessories
SECTION 08711
KEY STORAGE AND CONTROL EQUIPMENT
PART 1 GENERAL
1.1 SUMMARY
A. Products Supplied But Not Installed Under This Section
1 . Key cabinet
B. Related Sections
1. Section 08701 - General Hardware Requirements
2. Section 08712 - Finish hardware keying schedule
PART 2 PRODUCTS
2.1 MANUFACTURED UNITS
A. Key Cabinet
1. Provide cabinet with 60 hooks minimum.
2. 20 ga steel with prime coat and provided with lock.
PART 3 EXECUTION
3.1 INSTALLATION
A. Turn key cabinet over to Owner's designated representative at Substantial Completion with all keys
required for every locking device on Project identified by tags and on hooks. Owner will be
responsible for installation.
END OF SECTION
02514
Perris Hill Sr. Center Expansion
1
Section 08711
Key Storage And Control Equipment
DIVISION 09
FINISHES
09100 METAL SUPPORT ASSEMBLIES
09130 ACOUSTICAL SUSPENSION
09200 PLASTER AND GYPSUM BOARD
09250 GYPSUM BOARD
09300 TILE
09305 TILE SETTING MATERIALS AND ACCESSORIES
09340 PAVER TILE
09500 CEILINGS
09512 ACOUSTICAL PANEL CEILINGS
09560 TEXTURED CEILINGS
09600 FLOORING
09608 FLOOR PREPARATION
09650 RESILIENT TILE FLOORING
09651 RESILIENT BASE AND ACCESSORIES
09684 SHEET CARPET
09700 WALL FINISHES
09771 TEXTURED WALLS
09900 PAINTS AND COATINGS
09901 GENERAL PAINTING AND COATING REQUIREMENTS
09912 EXTERIOR PAINTED FERROUS METAL
09913 EXTERIOR PAINTED GALVANIZED METAL
09923 INTERIOR PAINTED GYPSUM BOARD, PLASTER
09924 INTERIOR PAINTED
09936 INTERIOR CLEAR FINISHED HARDWOOD
END OF TABLE OF CONTENTS
02514
Perris Hill Sr. Center Expansion
1
Division 09
Table of Contents
SECTION 09130
ACOUSTICAL SUSPENSION
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install acoustical suspension system as described in Contract Documents to
receive acoustical ceiling panels and support items penetrating ceiling.
B. Related Sections
1. Section 09512 - Acoustical ceiling panels
2. Section 16510 - Interior light fixtures
1.2 REFERENCES
A. American Society For Testing And Materials
1. ASTM C 635-00, 'Standard Specification for the Manufacture, Performance, and Testing of
Metal Suspension Systems for Acoustical Tile and Lay-In Panel Ceiiings'
2. ASTM C 636-96, 'Standard Practice for Installation of Metal Ceiling Suspension Systems for
Acoustical Tile and Lay-In Panels'
1.3 QUALITY ASSURANCE
A. Regulatory Requirements - Meet seismic bracing requirements of 1994 UBC Standard 25-2 or
equivalent governing standard for Project site.
PART 2 PRODUCTS
2.1 COMPONENTS
A. Systems shall meet requirements of ASTM C 635, Intermediate Duty or Heavy Duty.
B. Exposed surfaces shall be finished with factory-applied white baked enamel.
C. Main runners and cross T's shall have one inch exposed face.
D. Hanger Wire - 12 gauge cold-rolled electro-galvanized steel.
E. Edge Molding - Channel section of cold-rolled electro-galvanized steel.
F. Hold-down Clips - As required by UL to prevent lifting of panels under unusual draft conditions.
G. Quality Standards - DX or DXL Systems by USG Interiors
2.2 MANUFACTURERS
A. Armstrong World Industries, Lancaster, PA (800) 448-1405 or (717) 397-0611 www.cellings.com
B. Chicago Metallic Corporation, Chicago, IL (800) 323-7164 or (708) 563-4600
www.chicago-metallic.com
C. USG Interiors Inc, Chicago, IL (800) 950-3839 or (312) 606-4190 www.usg.com
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Perris Hill Sr. Center Expansion
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Section 09130
Acoustical Suspension
PART 3 EXECUTION
3.1 INSTALLATION
A. Work shall be in accordance with Manufacturer's recommendations insofar as they are concerned
with Contract Documents. Installation shall meet requirements of ASTM C 636.
B. Layout suspension system sym metrically about center lines of room unless shown otherwise by
Drawings. Layout system so use of tiles less than 1/2 size is minimized.
C. Maintain suspension system in true plane with straight, even joints.
D. Suspension system joints shall be straight and in alignment, and exposed surface flush and level.
Wherever system abuts walls, columns, and other vertical surfaces, furnish and install appropriate
molding.
E. Locate light fixtures and mechanical diffusers and grilles symmetrically in room insofar as possible
(unless shown otherwise). Locate fixtures, diffusers, and grilles within suspension grid spaces and
centered at least one direction within grid.
F. Pay particular attention to required hanger wire placement and fixture protection. Individual
component deflection not to exceed 1/360 of span.
END OF SECTION
02514
Perris Hill Sr. Center Expansion
2
Section 09130
Acoustical Suspension
SECTION 09250
GYPSUM WALLBOARD
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install gypsum wallboard as described in Contract Documents.
2. Furnish and install acoustical sealants as described in Contract Documents.
1.2 REFERENCES
A. Gypsum Association
1. GA-214-90 - 'Recommended Specification: Levels of Gypsum Board Finish'
B. American Society For Testing And Materials
1. ASTM C 36-99, 'Standard Specification for Gypsum Wallboard'
2. ASTM C 475-94, 'Standard Specification for Joint Compound and Joint Tape for Finishing
Gypsum Board'
3. ASTM C 840-01, 'Standard Specification for Application and Finishing of Gypsum Board'
1.3 SUBMITTALS
A. Quality Assurance I Control - Fire test results or assembly diagrams and numbers confirming
products used will provide required fire ratings with installation configurations used.
1.4 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials in original packages, containers, or bundles bearing brand name, applicable
standard designation, and Manufacturer's name.
B. Store material under roof and keep dry. Stack gypsum board flat and protect from damage.
1.5 PROJECT CONDITIONS
A. Environmental Requirements
1. Temperature shall be 50 deg F and 95 deg F maximum day and night during entire joint
operation and until execution of Certificate of Substantial Completion.
2. Provide ventilation to eliminate excessive moisture.
3. Avoid hot air drafts which will cause too rapid drying.
PART 2 PRODUCTS
2.1 MATERIALS
A. Gypsum Board
1. Any manufacturer's product meeting requirements of ASTM C 36, Type X, UL one-hour rated,
tapered edge, face paper suitable for painting.
2.2 ACCESSORIES
A. Corner And Edge Trim
1. Acceptable And Approved Products -
a. Metal - 24 ga minimum steel, electrolytic galvanized zinc-coated, treated for maximum
cement and paint adhesion. Surfaces to receive bedding cement knurled for maximum
bonding.
02514
Perris Hill Sr. Center Expansion
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Section 09250
Gypsum Wallboard
B. Joint Compound
1. Best grade or type recommended by Wallboard Manufacturer and meeting requirements of
ASTM C 475.
a. Use Taping Compound for first coat to embed tape and accessories.
b. Use Taping Compound or All-Purpose Compound for subsequent coats except final coat.
c. Use Finishing Compound for final coat and for skim coat.
C. Joint Reinforcing - Paper reinforcing tape acceptable to Wallboard Manufacturer.
D. Primer Under Surfaces To Be Textured
1. Acceptable Products -
a. Sheetrock First Coat by USG
b. Prep Coat Plus by Hamilton Materials
c. Primer recommended by manufacturer of finish paint coat.
M
E. Fasteners
1. Bugle head screws meeting requirements of ASTM C 1002.
a. Types-
1) Type W - For fastening gypsum board to wood members.
2.2 MANUFACTURERS
A. Beadex Drywall Accessories, Auburn, WA (800) 726-2397 or (253) 931-6600
B. Chicago Metallic, Chicago, IL (800) 323-7164 or (708) 563-4600 www.chicago-metallic.com
C. Drywall Systems International, Bend, OR (888) 662-6281 or (541) 330-0668 www.no-coat.com
D. Georgia Pacific, Atlanta, GA (800) 225-6119 or (404) 652-4000 www.gp.com
E. Hamilton Materials Inc, Orange, CA (800) 331-5569 or (714) 637-2770
F. National Gypsum, Charlotte, NC (800) 628-4662 or (704) 365-7300 www.national-gypsum.com
G. Unimast Inc, Schiller Park, IL (800) 654-7883 or (847) 928-3400 www.unimast.com
H. United States Gypsum Co, Chicago, IL (800) 874-4968 or (312) 606-4000 www.usg.com
....
_.
PART 3 EXECUTION
3.1 INSTALLATION
A. General - Install and finish as recommended in ASTM C 840 unless specified otherwise in this
Section.
B. Gypsum Wallboard
1. General-
a. Install so trim and reinforcing tape are fully backed by gypsum wallboard. No hollow
spaces between pieces of gypsum board over 1/8 inch wide before taping are acceptable.
b. Rout out backside of gypsum board to accommodate items which extend beyond face of
framing, but do not penetrate face of gypsum board, such as metal door frame mounting
brackets, etc.
2. Application-
a. Apply ceilings first using minimum of two men.
b. Use board of length to give minimum number of joints.
c. On walls over 108 inches high and on ceilings, apply board perpendicular to support.
d. Stagger end joints. End and edge joints of board applied on ceilings shall occur over
framing members or be back blocked with 2x4 blocking. End joints of board horizontally
applied on walls shall occur over framing members. Edge joints of board vertically applied
on walls shall occur over framing members.
e. Butt edges in moderate contact. Do not force in place. Shim to level.
f. Leave facings true with joint, finishing flush. Vertical work shall be plumb and ceiling
surfaces level.
g. Scribe work closely. Keep joints as far from openings as possible. if joints occur near an
opening, apply wallboard so vertical joints are centered over openings. No vertical joints
shall occur within 8 inches of external corners or openings.
h. Install board tight against support with joints even and true. Tighten loose screws.
i. Calk perimeter joints in sound insulated rooms with specified acoustical sealant.
1:1<....
02514
Perris Hill Sr. Center Expansion
2
Section 09250
Gypsum Wallboard
3. Fastening-
a. Apply from center of wallboard towards ends and edges.
b. Apply screws 3/8 inch minimum from ends and edges, one inch maximum from edges,
and 1/2 inch maximum from ends.
c. Spacing-
1) Ends - Screws not over 7 inches on center at edges where blocking or framing
occurs.
2) Wood Framed Walls And Ceilings - Screws 7 inches on center in panel field.
d. Set screw heads 1/32 inch below plane of board, but do not break face paper. If face is
accidentally broken, apply additional screw 2 inches away.
f. Screws on adjacent ends or edges shall be opposite each other.
g. Drive screws with shank perpendicular to face of board.
E. Trim
1. Corner Beads
a. Attach corner beads to outside corners.
1) Attach metal corner bead with staples spaced 4 inches on center maximum and flat
taped over edges of corner bead. Also, apply screw through edge of corner bead
where wood trim will overlay corner bead.
2) Set paper-faced trim in solid bed of taping compound.
2. Edge Trim - Apply where gypsum board abuts dissimilar material in accordance with
Manufacturer's instructions. Hold channel and 'L' trim back from exterior metal window and
door frames 1/8 inch to allow for calking.
F. Finishing
1 . General
a. Tape and finish joints and corners as specified below to correspond with final finish
material to be applied to gypsum board. When sanding, do not raise nap of gypsum
board face paper or paper-faced trim.
b. First Coat -
1) Apply tape over center of joint In complete, uniform bed of specified taping
compound. If metal corner bead is used, apply reinforcing tape over flange of metal
corner bead and trim so half of tape width is on flange and half is on gypsum
wail board.
2) Completely fill gouges, dents, and fastener dimples.
3) Allow to dry and sand lightly if necessary to eliminate high spots or excessive
compound.
c. Second Coat -
1) Apply coat of specified joint compound over embedded tape extending 3-1/2 inches
on both sides of joint center. Use finishing compound only if applied coat is intended
as final coat.
2) Re-coat gouges, dents, and fastener dimples.
3) Allow to dry and sand lightly to eliminate high spots or excessive compound.
d. Third Coat - Apply same as second coat except extend application 6 inches on both
sides of joint center. Allow to dry and sand with fine sandpaper or wipe with damp
sponge.
e. Fourth Coat - Apply same as second coat except extend application 9 inches on both
sides of joint center. Allow to dry and sand with fine sandpaper or wipe with damp
sponge.
2. Prime gypsum board surfaces which are to receive texturing.
3.2 CLEANING
A. Remove from site debris resulting from work of this Section including taping compound spills.
END OF SECTION
02514
Perris Hill Sr. Center Expansion
3
Section 09250
Gypsum Wallboard
SECTION 09305
TILE SETTING MATERIALS AND ACCESSORIES
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Quality of tile setting materials and accessories furnished and installed under other Sections.
B. Related Sections
1 . Section 15410 - Floor drains
1.2 REFERENCES
A. American Society For Testing And Materials
1. ASTM A 185-00. 'Standard Specification for Steel Welded Wire Fabric, Plain, for Concrete
Reinforcement'
2. ASTM C 144-99, 'Standard Specification for Aggregate for Masonry Mortar'
3. ASTM C 150-00, 'Standard Specification for Portland Cement'
4. ASTM C 206-84 (1997), 'Standard Specification for Finishing Hydrated Lime'
5. ASTM C 207-91 (1997), 'Standard Specification for Hydrated Lime for Masonry Purposes'
6. ASTM C 847-95 (2000), 'Standard Specification for Metal Lath'
7. ASTM C 1178-99, 'Standard Specification for Glass Mat Water-Resistant Gypsum Backing
Panel'
1.3 DELIVERY, STORAGE, AND HANDLING
A. Deliver and store paCkaged materials in their original unopened containers with labels intact until
time of use. Store and handle materials in a manner to prevent damage or contamination bywater,
freezing, or foreign matter.
PART 2 PRODUCTS
2.1 MATERIALS
A. Setting Bed
1. Portland Cement - Meet requirements of ASTM C 150, Type 1, designation shall appear on
bag.
2. Hydrated Lime -
a. Meet requirements of one of following -
1) ASTM C 206
2) ASTM C 207, Type S (designation shall appear on bag)
3. Sand - Clean, washed, well-graded, meeting requirements of ASTM C 144 with gradation of
100 percent passing NO.8 sieve with not over 5 percent passing No. 100 sieye.
B. Glass Mat Gypsum Tile Backer
1. Tile Backer -
a. 5/8 inch thick water-resistant tile backer meeting requirements of ASTM C 1178, Type X.
b. Approved Manufacturer -
1) Dens-Shield Fireguard by G-P Gypsum
2. Fasteners-
a. Wood Framing - 1-7/8 inch long Type W or Type S Hi-Lo screws
3. Joint Tape - 2 inch wide glass fiber mesh tape.
02514
Perris Hill Sr. Center Expansion
1
Section 09305
Tile Setting Materials And Accessories
e
C. Crack Isolation Membrane For Thinset Paver Tile
1 . Approved Products -
a. DalSeal CIS by Dal-Tile
b. Iso Mat by Laticrete
c. Mapelastic SM by Mapei
d. ECB Membrane by NAC
e. NobieSeal CIS by The Noble Company
f. S-9000 by Summitvale Labs
D. Latex-Portland Cement Mortar
1. Ceramic Floor Tile Setting Mortar -
a. Meet requirements of ANSI A 118.4 for manufactured mortar, two-part system.
b. Approved Products -
1) Tile Mate Dry-Set Mortar with Hydroment Multipurpose Acrylic Latex Mortar
Admixture by Bostik
2) Permabond Dry-Set Mortar with C-Crylic 200 Acrylic Admix by C-Cure
3) Custom Thinset Mortar Dry-Set Mortar with Acrylic Mortar Admix by Custom
4) Kerabond Premium Floor & Wall Dry-Set Mortar with Keraply Acrylic Latex Dry-Set
Mortar Additive by Mapei
5) S-777 Thin Set Mortar with S-810 Copolymer Latex by Summitville Labs
6) Full Set Plus with XtraFlex Admix by TEC
E. Dry-Set Portland Cement Mortar
1. Glazed White Body Wall Tile Setting Mortar -
a. Meet requirements of ANSI A118.1 for manufactured mortar.
b. Approved Products -
1) Tile Mate by Bostik
2) Permabond by C-Cure
3) Custom Thinset by Custom
4) Kerabond by Mapei
5) S-777 by Summitville Labs
6) Latex-Modified Thin Set Mortar 345 by TEC
F. Trim
1 . Approved Products -
a. Tile I Carpet Junction - Schiuter-RENO-AETK
b. Floor I Wall Junction - Schluter-DILEX-EK, color G, PG, or HB as selected by Architect
c. Wall I Wall Junction - Schluter-DILEX-EKE color G, PG, or HB as seleCted by Architect
d. Font Stair Nosing - Schluter-TREP-B, one inch, color G or HB as selected by Architect
e. Over Expansion Joints In Slabs - Schluter DILEX-BWS, color G, PG, or HB as selected
by Architect
G. Commercial Epoxy Grout
1 . Sanded
2. Color as selected by Architect.
3. Approved Products -
a. Easy-Clean Grout by ColorFast
b. Latapoxy SP-1 00 by Laticrete
c. Kerapoxy by Mapei
d. S-400 Epoxy-Set Grout by Summitville Labs
e. TA-470 Epoxy Mortar & Grout by TEC
H. Commercial Portland Cement Non-Sanded Grout
1 . Color as selected by Architect.
2. Approved Products -
a. Bonsai Polymer Modified Unsanded Tile Grout by W R Bonsai
b. Dry Tile Grout with Hydroment Multi-Purpose Acrylic Latex Grout Additive by Bostik
c. Unsanded Dry Set Wall Grout with 1776 Grout Admix Plus additive by Laticrete
d. Ker 800 Polymer-Modified Portland Cement Grout by Mapei
e. S-667 Unsanded Joint Filler with S-775 Acrylic Latex Additive by Summitville Labs
f. TA-610 Unsanded Wall Grout byTEC
02514
Perris Hill Sr. Center Expansion
2
Section 09305
Tile Setting Materials And Accessories
I. Penetrating Sealer
1 . Approved Products -
a. 511 Impregnator by Miracle Sealants
b. Sealer's Choice by Aqua Mix
J. Joint Sealants
1 . Standard color to closely match grout joints as selected by Architect.
2. Acceptable Products -
a. Trademate Tile & Ceramic Sealant by Dow Corning
b. Sanitary 1700 by General Electric
c. Pro-Select Kitchen And Bath Silicone Sealant by Sherwin Williams
..
2.3 MANUFACTURERS
A. Aqua Mix Inc, Santa Fe Springs, CA (800) 366-6877 or (562) 946-6877
B. Bostik Construction Products, Middleton, MA (800) 726-7845 or (978) 777-0100
www.bostik.com
C. C-Cure Chemical Co Inc, Houston, TX (800) 895-2874 or (562) 598-8808 www.c-cure.com
D. ColorFast Industries Inc, Colton, CA (909) 514-1458 www.colorfastind.com
E. Custom Building Products, Seal Beach, CA (800) 272-8786 or (562) 598-8808
F. DalTile - Dallas Ceramics, Dallas, TX (800) 933-8453 or (214) 398-1411 www.daltile.com
G. Dow Corning Corp, Midland, MI (800) 248-2481 or (597) 496-6000 www.dowcorning.com
H. G E Silicone Products, Waterford, NY (800) 255-8886 or (518) 237-3330
www.ge.com/silicones/sealants
I. Georgia Pacific Gypsum Corp, Atlanta, GA (800) 225-6119 or (404) 652-4000 www.gp.com
J. Laticrete Internationai Inc, Bethany, CT (800) 243-4788 or (203) 393-0010 www.laticrete.com
K. Mapei, Deerfield Beach, FL (954) 246-8556 www.mapei.com
L. Miracle Sealants Co, Arcadia, CA (800) 350-1901 or (626) 443-6433 www.miraclesealants.com
M. NAC - National Applied Construction Products, Akron, OH (800) 633-4622 or (330) 644-3117
www.nac-anti-fracture.com
N. The Noble Company, Grand Haven, MI (800) 878-5788 or (616) 842-7844
www.noblecompany.com
O. Schluter Systems LP, Plattsburgh, NY (800)477-9783 www.schluter.com
P. Sherwin-Williams. Cleveland, OH (800) 321-8194 or (216) 566-2000
www.sherwin-williams.com
Q. Summitville Labs. Summitville, OH (330) 223-1511 www.summitville.com
R. TEC Inc, Palatine, IL (800) 323-7407 or (847) 358-9500 www.hbfuller.com
S. W R Bonsai Co, Charlotte. NC (800) 334-0784 or (704) 525-1621 www.bonsal.com
2.4 MIXES
-
-
""'"
-
..~
A. Setting Beds
Floor Mix
Wall Mix
Font
Shower Receptors
* Optional
** Use waterproof cement or waterproofing admixture.
water.
Portland Cement
1 Part
1 Part
1 Part**
1 Part**
Dry Sand 1 Damo Sand
5 Parts 6 Parts
5-112 to 7 Parts
4 Parts
4 Parts
Hvdrated Lime*
1/10 Part
1/2 Part
-
Mix dry then add minimum amount of
-
PART 3 EXECUTION - Not Used
END OF SECTION
-.
02514
Perris Hill Sr. Center Expansion
3
Section 09305
Tile Selling Materials And Accessories
_.
SECTION 09340
PAVER TILE
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install setting bed as described in Contract Documents
2. Furnish and install ceramic paver tile and stone thresholds as described in Contract
Documents.
1.2 REFERENCES
A. American National Standards Institute
1. ANSI A137.1-1988, 'Ceramic Tile'
B. Tile Council of America
1. TCA Handbook, 'Handbook for Ceramic Tile Installation'
1.3 SUBMITTALS
A. Product Data
1. Manufacturer's iiterature for each component of system.
2. Cleaning and maintenance instructions
3. Color and pattern selections
B. Samples - 24 inch by 12 inch sample on cement board showing all types of paver tile, grout, and
colors specified in this Section.
C. Quality Assurance I Control - Master grade certificate.
1.4 DELIVERY, STORAGE, AND HANDLING
A. Deliver and store packaged materials in their original unopened containers with labels intact until
time of use. Store and handle materials in a manner to prevent damage or contamination by water,
freezing, or foreign matter.
B. Keep grade seals intact and cartons dry until tile are used.
1.5 PROJECT CONDITIONS
A. Project Environmental Requirements - Keep ambient temperatures of area to receive tile work and
surface temperatures of substrates at 50 deg F minimum during preparation of mortar bed, laying
of tile, and for 72 hours after completion of tile work. Use electric heat to prevent discoloration of
grout.
PART 2 PRODUCTS
2.1 COMPONENTS
A. Floor Tile
1 . Tile shall be standard quality, dust-pressed, machine-made, square or cushion edge, graded
in accordance with ANSI A137.1-1988.
a. Rocky Mountain - Amaranto 805.
b. Manufactured by DalTile.
02514
Perris Hill Sr. Center Expansion
1
Section 09340
Paver Tile
c. Glaze hardness shall be 7.0 Mohs minimum. Abrasion resistance shall be Class III
minimum.
d. Vestibule base shall be of same dense-body composition as floor tile.
e. Tile Sizes - 6 X 6
f. Series And Color Quality Standard - match existing
2.2 MANUFACTURERS
A. DalTile - Dallas Ceramics, Dallas, TX (800) 933-8453 or (214) 398-1411 www.daltile.com
PARt 3 EXECUTION
3.1 EXAMINATION
A. Before commencing paver tilework, inspect surfaces to receive tile and accessories and notify
Architect in writing of defects or conditions that will prevent satisfactory tile installation. Installation
work shall not proceed until satisfactory conditions are provided.
3.2 PREPARATION
A. Allow concrete to cure for 28 days minimum before application of setting bed.
B. Grounds, anchors, plugs, hangers, door frames, electrical, mechanical, and other work in or behind
tile shall be installed before tile work is started.
-
3.3 INSTALLATION
A. Site Tolerances
1. Sub-floor Surfaces - 118 inch in 10 feet from required plane.
B. General
1. Install in accordance with following TCA installation methods -
a. Flush Concrete Slabs - TCA F115
b. Setting Bed on Concrete Slab - TCA F111, except no reinforcing.
2. Center and balance areas of tile if possible.
3. Hold cuts to.a minimum with no cut pieces smaller than 113 tile size unless absolutely
necessary. Make cuts on outer edges of field. Smooth cut edges. Install tile without jagged
or fiaked edges.
4. Fit tile closely where edges will be covered by trim or similar devices.
5. Splitting of tile is expressly prohibited except where no alternative is possible.
6. Make corners of tile flush and level with corners of adjacent tile, with due allowance to
tolerance for tile as specified in ANSI A 137.1
7. Keep joint lines straight and of even width, including miters.
8. Finish floor areas level with no variations exceeding 118 inch in 10 feet from required plane.
9. Finished tilework shall be clean and free of pitted, chipped, cracked, or scratched tiles. Clean
in accordance with TCA Specifications.
'""'"
C. Application
1. On Setting Bed - Apply setting bed to depth equal to depression in slab minus 112 inch.
Properly cure before installing tile.
2. Clean base surface thoroughly. Install specified crack isolation membrane.
3. Float mortar over area no greater than can be covered with tile while mortar remains plastic.
Cover evenly with no bare spots. Comb mortar with notched trowel of type recommended by
Manufacturer within ten minutes of applying tile.
4. Finished mortar bed thickness 3132 inch to 118 inch thick with thinset mortar after beating-in.
If substrate is uneven, use medium bed type mortar from one of the specified manufacturers
3116 to 318 inch thick after beating-in.
5. Press tile firmly into freshly notched mortar. Beat-in and adjust tile before initial set takes
place.
~
~
02514
Perris Hill Sr. Center Expansion
2
Section 09340
Paver Tile
6. Press and beat tile into position to obtain 100 percent contact with mortar bed with no voids in
mortar. Obtaining 100 percent contact with rib-backed tile may require troweling mortar layer
on back of each tile prior to placing on mortar bed. Leave 3/16 to 1/4 inch clean gap between
floor tile and wall surface.
D. Applying Sealants And Grouting of Tile
1. Grout Type - Use epoxy grout.
2. Firmly set tile before applying sealants or grouting. This requires 48 hours minimum.
3. Remove spacers or ropes before grouting.
4. Apply sealant before installing grout. Apply bead of sealant at joint between base and floor tile.
5. Using grout of type and mix specified, force grout into joints using hard rubber grouting trowel
or other suitable tool recommended by Grout Manufacturer. Use sufficient pressure and flow
grout in progressively to avoid air pockets and voids.
6. Fill joints full. Fill joints of cushion edge tile to depth of cushion. Fill joints of square edge tile
flush with surface.
7. Remove excess grout from surface of tile with squeegee or rubber trowel before it loses its
plasticity or begins to set. Follow Grout Manufacturer's recommendations for final clean-up.
8. Finished grout shall be uniform in color, smooth, and without voids, pin holes, or low spots, and
tile shall be clean.
E. Curing - Keep installation at 65 to 85 deg F during first 8 hours of cure. Shade area completely
from sun during this period.
3.3 PROTECTION
A. Close to traffic spaces in which tile is being set and other tile work being done. Keep closed until
tile is firmly set. Before, during, and after grouting, keep area clean, dry, and free from foreign
materials and air flow which will interfere with setting and curing of grout.
B. Do not walk or work on newly tiled floors without using kneeling boards or equivalent protection of
tiled surface.
END OF SECTION
02514
Perris Hill Sr. Center Expansion
3
Section 09340
Paver Tile
SECTION 09512
ACOUSTICAL PANEL CEILINGS
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install acoustical ceiling panels for suspended acoustical ceilings as described in
Contract Documents.
B. Related Sections
1 . Section 09130 - Acoustical Panel Suspension System
1.2 SUBMITTALS
A. Product Data
1. Manufacturer's literature
2. Color and pattern selection
1.3 DELIVERY, STORAGE, AND HANDLING
A. Store materials where protected from moisture and damage.
B. Use no soiled, scratched, or broken material in the Work.
1.4 PROJECT CONDITIONS
A. Project Environmental Requirements - Building shall be enclosed, mechanical system operating
with proper filters in place, and temperature and humidity conditions stabilized within limits under
which Project will operate before, during, and after installation until Substantial Completion.
~.
1.5 MAINTENANCE
A. Extra Materials
1. Provide Owner with one carton of each type of tile for future use.
PART 2 PRODUCTS
2.1 MATERIALS
A. Acoustic Panels
1. Finish - Use tile from same color run in individual rooms to assure color match.
2. Rating - Match UL fire-resistance classification of suspension system.
3. Thickness - 3/4 inch minimum
. 4. Pattern - "Second Look" Scoring - 24" X 24"
5. Approved Products -
a. Natural Fissured by Celotex
b. 'F' Fissured by USG
2.2 MANUFACTURERS
A. Celotex, Tampa, FL (800) 235-6839 or (813) 873-1700 www.celotex.com
B. Armstrong World Industries, Lancaster, PA (800) 448-1405
C. USG Interiors Inc, Chicago, IL (800) 950-3839 or (312) 606-4190 WWW.usg.com
02514
Perris Hill Sr. Center Expansion
1
Section 09512
Acoustical Panel Ceilings
02514
Perris Hill Sr. Center Expansion
2
Section 09512
Acoustical Panel Ceilings
PART 3 EXECUTION
3.1 EXAMINATION
A. Inspect for defects in support which are not acceptable. Report defects to Architect in writing. Do
not install ceiling panels until defects in support are corrected.
3.2 INSTALLATION
A. Materials shall be dry and clean at time of application.
B. If recommended by Manufacturer, use tile one at a time from at least four open boxes to avoid
creating any pattern due to slight variations from box to box.
C. Leave tile in true plane with straight, even joints.
3.3 ADJUSTING
A. 'Touch-up' minor abra(jed surfaces.
B. Remove and replace discolored panels to match adjacent panels.
C. Remove and replace damaged panels at no additional cost to Owner.
3.4 CLEANING
A. Remove from site all debris connected with work of this Section.
END OF SECTION
-
...~.
02514
Perris Hill Sr. Center Expansion
3
Section 09512
Acoustical Panel Ceilings
SECTION 09560
TEXTURED CEILINGS
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install texturing on ceilings as described in Contract Documents.
B. Related Sections
1. Section 09250 - Priming
2. Section 09771 - Wall Texturing
3. Section 09923 - Finish painting
1.2 SUBMITTALS
A. Samples - Provide 24 inch square control samples on primed gypsum wallboard for Architect,
three samples of each texture described by Architect showing possible variations.
PART 2 PRODUCTS
2.1 MATERIALS
A. Texturing
1. Acceptable Products -
a. Wall Spray-Orange Peel (non-aggregate) by National Gypsum
b. Sheetrock Wall & Ceiling Texture by U S Gypsum
c. Equal as approved by Architect before installation. See Section 01600.
2.2 MANUFACTURERS
A. National Gypsum, Charlotte, NC (800) 628-4662 or (704) 365-7300 www.national-gypsum.com
B. United States Gypsum Co, Chicago, IL (800) 964-4874 or (312) 606-4000 www.usg.com
PART 3 EXECUTION
3.1 APPLICATION
A. After gypsum board is taped, sanded, and primed, apply texture in accordance with Manufacturer's
directions to closely match samples accepted by Architect.
END OF SECTION
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Section 09560
Textured Ceilings
SECTION 09608
FLOOR PREPARATION
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Prepare and test floors to receive carpet and resilient flooring as described in Contract Documents. ..
B. Related Sections
1. Section 03313 - Installation tolerances for concrete siabs
"'.~
1.2 REFERENCES
A. American Society of Testing And Materials
1. ASTM F 1869-98, 'Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete
Subfloor Using Anhydrous Calcium Chloride'
1.3 SUBMITTALS
A. Quality Assurance I Control - Three copies of vapor emission and pH tests.
1.4 QUALITY ASSURANCE
A. Pre-Installation Conference
1. Review condition of floor with regard to compliance with concrete installation tolerances and other work
necessary to prepare floors for installation of carpet and resilient flooring. -
2. Examine results of slab vapor emission and pH tests during meeting.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Provide storage space and protection for flooring and installation accessories if materials delivered before
Substantial Completion.
1.6 PROJECT CONDITIONS
A. Project Environmental Conditions - Bring conditions inside building to levels normal at occupancy of
building 24 hours prior to beginning slab testing. Maintain these conditions from beginning of slab testing
until completion of tests. These conditions include minimum ambient temperature of 65 deg F, relative
humidity between 10 and 65 percent, and minimum concrete slab temperature of 65 deg F.
-
1.7 SEQUENCING
A. It is anticipated that flooring installation will begin no later than 72 hours after Substantial Completion.
PART 2 PRODUCTS
2.1 EQUIPMENT
A. Test Kit
1. QualityStandard - Moisture I Alkali Test Kit Number 625 for calcium chloride and pH testing by Taylor
Tools, a Division of Roofing Equipment Inc, Denver, CO (303) 371-7667 www.taylorflooringtools.com
PART 3 EXECUTION
3.1 PREPARATION
A. Floor Preparation
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Section 09608
Floor Preparation I Carpet
1. Remove paint, sealer, grease, oil, silicone sealants, curing compounds, and other materials
incompatible with carpet adhesive.
2. Five days before Substantial Completion, plus or minus one day, and in conjunction with final cleaning
specified in Section 01700, vacuum and damp mop floor areas to receive flooring.
3.2 FIELD QUALITY CONTROL
A. Site Testing
1. 72 hours before pre-installation conference, test slab for water vapor emissions in accordance with
ASTM F 1869 except place moisture-testing kits as follows -
a. One test near center of North wall in room to be carpeted.
b. One test near center of South wall in room to be carpeted.
c. One test near center of Chapel.
2. Perform a pH test in conjunction with each vapor emission test.
END OF SECTION
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Section 09608
Floor Preparation I Carpet
SECTION 09650
RESILIENT TILE FLOORING
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install flooring as described in Contract Documents.
1.2 SUBMITTALS
A. Product Data
1. Manufacturer's literature or cut sheet for each component of system
2. Maintenance instructions
3. Color and style selection
1.3 PROJECT CONDITIONS
A. Project Environmental Requirements
1. Store materials at not less than 70 deg F for at least 24 hours before using.
2. Do not apply in temperatures below 70 deg F.
PART 2 PRODUCTS
2.1 MATERIALS
A. Flooring
1 . 12 in x 12 in gauge 1/8" ASTM F 1066 Class 2. Color and pattern to extend entirely through
wear layer.
2. Approved Products -
a. Imperial Texture Standard Excelon by Armstrong World Industries (800) 292-6308 or
(717) 397-0611 www.armstrongfloors.com
b. Courtina by Azrock Industries, San Antonio, TX (800) 877-8690 or (205) 766-0234
www.domco.com
c. Alternatives by Congoleum Corp, Lawrenceville, NJ (800) 447-2882 or
(609) 584-3000 www.concoleum.com
B. Adhesive - Water-resistant type. Best grade in accordance with Manufacturer's recommendations.
PART 3 EXECUTION
3.1 EXAMINATION
A. Inspect surfaces for conditions not suitable for first class installation. Remedy cracks and minor
. irregularities in accordance with Manufacturer's recommendations. Do not start work until defects
are corrected.
-
3.2 INSTALLATION
A. Install flooring in manner to produce smooth, even finished surfaces tightly jointed and accurately
aligned in accordance with Manufacturer's recommendations.
1. Fit neatly against projections, piping, electrical service outlets, etc.
2. Leave flooring level, free from buckles, cracks, and projecting edges.
B. Install in accordance with Manufacturer's recommendations.
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Section 09650
Resilient Tile Flooring
3.3 ADJUSTING
A. Inspect floors and make necessary adjustments within one month after mechanical heat or other
heat has been supplied continuously in finished areas.
END OF SECTION
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Section 09650
Resilient Tile Flooring
SECTION 09651
RESILIENT BASE AND ACCESSORIES
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install rubber base as described in Contract Documents.
1.2 REFERENCES
A. American Society for Testing and Materials
1. ASTM F 1861-00, 'Standard Specification for Resilient Wall Base'
1.3 SUBMITTALS
A. Product Data
1. Manufacturer's literature or cut sheet on base and adhesive.
2. Color selection
1.4 PROJECT CONDITIONS
A. Project Environmental Requirements
1 . Store materials at not less than 70 deg F for at least 24 hours before using.
2. Do not apply in temperatures below 70 deg F.
PART 2 PRODUCTS
2.1 MATERIAL
A. Base
1. Molded or extruded meeting requirements of ASTM F 1861, Type TP or Type TS -
a. Virgin synthetic rubber, free from objectionable odors, blisters, cracks, and other defects
affecting appearance or serviceability of rubber, and not containing fabric.
b. Color pigments used shall be highly fade-resistant, insoluble in water, and resistant to
light, alkali, and cleaning agents.
c. Colors as selected by Architect from Manufacturer's standard colors.
2. Size - 1/8 inch by 4 inch.
3. Use preformed external corners, bull joint interior corners.
4. Style - Coved
5. Approved Manufacturers -
a. Burke Mercer Flooring Products, San Jose, CA (800) 669-7010 or (408) 297-3500
www.burkemercer.com
b. Johnsonite Flooring Products Div, Chagrin Falls, OH (800) 899-8916 or
(440) 543-8916 www.johnsonite.com
c. Marley Flexco Company, Tuscumbia, AL (800) 633-3151 or (256) 383-7474
www.marleyflexco.com
d. Roppe Rubber Corporation, Fostoria, OH (800) 537-9527 or (419) 435-8546
www.roppe.com
B. Adhesive - Best for work as recommended by Manufacturer.
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Section 09651
Resilient Base And Accessories
PART 3 EXECUTION
3.1 PREPARATION
A. Surface to receive base shall be sound, clean, free from foreign matter, tightly nailed, and dry.
Remedy cracks and minor irregularities in accordance with Manufacturer's recommendations. Do
not start work until defects are corrected.
3.2 INSTALLATION
A. Install in manner to produce smooth, even finished surfaces tightly jointed and accurately aligned.
1. Fit base tightly. Use fillers where necessary. Fit neatly against projections, piping, electrical
service outlets, etc.
2. Secure base with specified adhesive. Cement base substantially to vertical surfaces including
cabinet work base.
3. Line up top and bottom lines of base throughout.
4. Roll base until firm bond has been established. Leave level, free from buckles, cracks, and
projecting edges.
5. In wall runs longer than 12 inches, install no lengths of base shorter than 12 inches long.
3.3 ADJUSTING
A. Inspect and make necessary adjustments within one month after mechanical heat or other heat has
been supplied continuously in finished areas.
3.4 PROTECTION
A. Keep traffic away until adhesive has set.
END OF SECTION
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Section 09651
Resilient Base And Accessories
SECTION 09684
SHEET CARPET
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install carpet as described in contract documents.
2. If carpet is installed before Substantial Completion, Contractor shall -
a. Maintain conditions inside building to levels normal at occupancy of building. These conditions
will be maintained from three days before beginning of carpet installation through completion of
installation.
b. Maintain fresh air ventilation after installation for 72 hours minimum or until lingering odors are
gone.
c. Not allow traffic of any kind on newly installed carpet for 24 hours minimum after installation is
completed nor allow wheeled traffic of any kind or placement of furniture or equipment on carpet
for 48 hours minimum after completion of carpet installation.
d. Provide dumpster for debris resulting from carpet installation and cleanup. "
1.2 SUBMITTALS
A. Product Data
1 . Color and style selection
2. List of materials and accessories used in leveling and patching floor and installing carpet system.
1.3 QUALITY ASSURANCE
A. Carpet installer shall be qualified and approved by Carpet Manufacturer.
1.4 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials and accessories necessary for completion of carpet installation to site before beginning
installation of carpet. Do not deliver materials prior to date scheduled for installation.
B. Label each roll of carpet to certify by register and roll numbers that carpet shipped for Project complies with
requirements of Agreement and identifies Carpet Manufacturer and product name.
-
1.5 PROJECT CONDITIONS
A. Project Environmental Conditions - Notify Architect in writing before proceeding with floor preparation and
carpet installation if environmental conditions are not satisfactory.
-
1.6 WARRANTY
A. Provide Carpet Manufacturer's 15 year warranty on carpet system including specific workmanship warrantit'!s
for appearance retention, delamination, edge raveling, fuzzing, pilling, and other textural changes which can
be controlled through proper manufacturing. Warranty shall also cover defects in installation workmanship
and installation materials. Warranty terms will include inspection of defective area within 15 days of receipt
of written notice from Owner and completion of corrective work within 45 days, unless other arrangements
are made in writing with Owner on case by case basis. If carpet defect or installation defect continues to
appear after two separate notices for correction from Owner, carpet where defects have occurred shall be
replaced.
-
1.7 MAINTENANCE
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Section 09684
Sheet Carpet
-,
A. Extra Materials - Leave one full width piece of carpet, 12 sq yds minimum. Roll up, tie securely, and wrap
in protective cover.
PART 2 PRODUCTS
2.1 MATERIALS
A. Carpet
1. Characteristics-
a. Lees-
1) Gauge - 1/8
2) Stitches - 8.3
3) Pile Height - 0.156 to 0.218 inches
4) Face Yarn - Dupont BCF Antron Legacy 4-ply
5) Dye Method - Duracolor KDK or KDK / Space
6) Primary Backing - Woven Polypropylene
7) Face Yarn Weight - 26 ounces per sq yd
8) Total Weight - 91.1 ounces per sq yd with specified backing
9) Density - 6455
b. Mannington-
1) Gauge - 1/10 Harmony; 1/12 Royal and Sunset; 5/64 Alpine
2f Stitches - 6.7 Harmony; 9.7 Alpine, Royal, and Sunset
3) Pile Height - 0.156 inches
4) Face Yarn - Dupont BCF Antron Lumena
5) Dye Method - Solution
6) Primary Backing - Woven Polypropylene
7) Face Yarn Weight - 20 ounces per sq yd Alpine, Royal, and Sunset; 26 ounces per sq yd
Harmony
8) Total Weight - 90 ounces per sq yd Alpine, Royal, and Sunset; 96 ounces per sq yd
Harmony; with specified backing.
9) Density (based on pile thickness - Harmony 10,174; Alpine 8,000; Royal and Sunset 7,826
2. Secondary Backing -
a. Carpet installed in Cultural Centers shall not require cushion backing.
b. Polyurethane Cushion - PF3 for Lees or Enhancer III Plus for Mannington.
1) Thickness - 0.10 Inch minimum
2) Backing Surface - 3 oz minimum to 5 oz maximum woven polypropylene scrim or fleece
scrim
3) Precoat - Polyurethane with 30 oz minimum coating weight
4) Foamcoat - Polyurethane with minimum 181b density per cu It
5) Compression Resistance - 7 Ibs per sq inch
6) Compression Set - 50 percent in accordance with ASTM D 3574,10 percent maximum
7) Traffic - Extra heavy duty, Class III
8) No 4-PCH allowed in backing or carpet
3. Carpet width - 12 feet minimum.
4. Approved Colors -
a. To be selected by Architect from manufacturer's carpet line.
B. Adhesives And Seam Sealers
1. CRI Green Label Certified and as recommended by Carpet Manufacturer.
2. Lees, Division of Burlington Industries
a. Carpet Adhesive - PF3 Adhesive by Lees
b. Seam Adhesive - Thermobond 6 by Lees
3. Mannington Commercial Carpets
a. Carpet Adhesive - Mannington MC-411 or Parabond 4099
b. Seam Adhesive - Para bond M-4263 by Para-Chem
C. Carpet Accessories - Snap-in vinyl reducer strips and vinyl track.
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Section 09684
Sheet Carpet
D. Floor Leveling Compound, Floor Patching Compound, And Latex Underlayment - As recommended and
approved by Carpet Manufacturer.
2.2 MANUFACTURERS
A. Materials supplied for carpet installation shall be complete package from a specified Carpet Manufacturer.
Do not mix items from material packages of different carpet manufacturers.
1. Lees, Division of Burlington Industries, Glasgow, VA - Help Line (800) 523-5555 or (801) 974-5337
2. Mannington Commercial Carpets, Calhoun, GA - Help Line (800) 241-2262, ext 8045, (888) 487-3600,
or (801) 487-3600
PART 3 EXECUTION
3.1 PREPARATION
A. Floor Preparation - Prepare floor substrate in accordance with Carpet And Rug Institute (CRI) best
practices to receive carpet installation and to provide installation that meets warranty requirements.
3.3 INSTALLATION
A. 'Piecing' of carpet is not allowed in rooms larger than 120 sq ft. Carpet used for 'piecing' should generally
not be less than 6 feet in smallest dimension and there should be no more than three seams in a room. Run
nap of pieced carpet in same direction.
B. Seal seams in accordance with Carpet Manufacturer's instructions and according to CRI Bulletin 104 and
105 as applicable. Seam carpet base only at inside corners.
C. At columns and other penetrations, cut carpet with maximum possible overage. Position seams made by
these cuts first.
D. Install carpet under edge of metal thresholds. Use specified carpet accessories at exposed edges.
3.4 FIELD QUALITY CONTROL
A. Inspection
1. Unacceptable carpet after installation shall include but not be limited to
a. Delaminating carpet from backings
b. Fiber loss less than specified
c. Edge raveling
d. Fuzzing of carpet fibers
e. Pilling of carpet fibers
f. Appearance retention less than control samples attached to Agreement
g. Dye bleeding
h. Zippering fibers in carpet
i. Color streaking
j. Irregular tufts of fiber
2. Unacceptable workmanship shall include but not be limited to
a. Improper floor preparation before installation. .
b. Failure of adhesive to completely adhere carpet to floor resulting in bubbles, ridges, or ripples
where carpet has separated from floor.
c. Seams that do not comply with specified requirements.
1) Ravelled or untrimmed seams
2) Seams not sealed, level, straight, or even
3) Open seams
4) Seams visible by Facilities Manager from standing position.
d. Failure to properly install carpet next to walls and door frames to eliminate gaps or puckering of
carpet.
e. Use of unspecified carpet.
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Section 09684
Sheet Carpet
f. Carpet base ends not finished to terminate at door frames or vertical trim shall have 45 degree
angle 'birds mouth' finish.
g. Adhesive exposed on carpet, on carpet base, beyond edges of carpet base, and on other surfaces
of building.
h. Carpet base that is not scribed to fit against floor with no gaps.
i. Carpet base attached by means other than acceptable carpet base adhesive.
3. Unacceptable carpeting will be rejected and shall be replaced at no additional cost to Owner.
Reasonable location of acceptable transition points for removal of unacceptable carpet will be
determined by Facilities Manager. Minimum replacement size shall be
a. Between nearest existing seams,
b. Between natural transition points, or
c. 12 feet of running length.
3.5 CLEANING
A. Remove rubbish, wrapping paper, scraps, and trimmings from project site and deposit in Owner furnished
dumpster.
END OF SECTION
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Section 09684
Sheet Carpet
SECTION 09771
TEXTURED WALLS
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install texturing on walls as described in Contract Documents.
B. Related Sections
1. Section 09250 - Priming
2. Section 09560 - Ceiling texturing
3. Section 09923 - Finish painting
1.2 SUBMITTALS
A. Samples - Provide 24 inch square control samples on primed gypsum wallboard for Architect,
three samples of each texture described by Architect showing possible variations.
PART 2 PRODUCTS
2.1 MATERIALS
A. Texturing
1. Acceptable Products -
a. Wall Spray-Orange Peel (non-aggregate) by National Gypsum
b. Sheetrock Wall & Ceiling Texture by U S Gypsum
c. Equal as approved by Architect before installation. See Section 01600.
2.2 MANUFACTURERS
A. National Gypsum, Charlotte, NC (800) 628-4625 or (704) 365-7300 www.national-gypsum.com
B. United States Gypsum Co, Chicago, IL (800) 964-4874 or (312) 606-4000 www.usg.com
PART 3 EXECUTION
3.1 APPLICATION
A. After gypsum board is taped, sanded, and primed, apply texture. Closely match samples accepted
by Architect.
END OF SECTION
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Section 09771
Textured Walls
SECTION 09901
GENERAL PAINTING AND COATING REQUIREMENTS
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. General procedures and requirements for field-applied painting and coating.
B. Related Sections
1. Section 05080 Shop priming of steel and iron
2. Section 07920 Quality of Joint Sealants
3. Section 09250 Priming of gypsum board before texturing
4. Section 09560 - Ceiling texturing
5. Section 09771 - Wall texturing
6. Division 15 - Painting of mechanical identification, refrigerant line insulation, and duct
interiors.
1.2 REFERENCES
A. Master Painters Institute
1. MPI(a), Mar 2001, 'Architectural Painting Specification Manual'
2. MPI(r), Mar 2001, 'Maintenance Repainting Manual'
1.3 DEFINITIONS
A. Gloss
1. Specified paint gloss shall be defined as sheen rating of applied paint, in accordance with
following terms and values, unless specified otherwise for a specific paint system.
a. Flat Or Matte - 0 to 5 units at 60 degrees to a maximum of 10 units at 85 degrees.
b. Eggshell, Velvet, Or Low Luster - 5 to 25 units at 60 degrees to a minimum of 10 units
at 85 degrees.
c. Satin - 20 to 35 units at 60 degrees.
d. Semi-gloss - 35 to 65 units at 60 degrees.
e. Gloss - 65 units and greater.
B. Properly Painted Surface - Surface that is uniform in appearance, color, and sheen and free of
foreign material, lumps, skins, runs, sags, holidays, misses, strike-through, and insufficient
coverage. Surface free of drips, spatters, spills, and overs pray caused by Paint Applicator.
Compliance will be determined when viewed without magnification at a distance of 5 feet minimum
under normal lighting conditions and from normal viewing position (MPI(a), PDCA P1.92).
C. Damage Caused By Others - Damage caused by individuals other than those under direct control
of Painting Applicator (MPI(a), PDCA P1.92).
D. Latent Damage - Damage or conditions beyond control of Painting Applicator caused by conditions
not apparent at time of initial painting or coating work.
1.4 SUBMITTALS
A. Product Data
1. Include following information for each painting system, arranged in same order as in Project
Manual.
a. Manufacturer's cut sheets for each component of system indicating ingredients and
percentages by weight and byvolume, environmental restrictions for application, and film
thicknesses and spread rates.
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Perris Hill Sr. Center Expansion
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Section 09901
General Painting And Coating Requirements
b. Copies of appropriate entries from MPI Approved Product List. Listing in MPI Approved
Product List is mandatory for Sections 09912, 09923 and 09924. If proposed
manufacturer has products listed for these three Sections, but not for other Sections,
Architect may approve products submitted by proposed manufacturer for other Sections.
c. Manufacturer's substrate preparation instructions and application instruction for each
Confirmation of colors selected and that each area to be painted or coated has color
selected for it.
2. Provide two copies of Product Data submission, one copy to be kept on Project site and
second copy to be included in Operations And Maintenance Manual.
C. Samples - Provide two 4 inch by 6 inch minimum draw-down cards for each paint or coating color
selected for this Project.
1.5 QUALITY ASSURANCE
A. Regulatory Requirements - Paint and painting materials shall be free of lead and mercury, and
have VOC levels acceptable to local jurisdiction.
B. Field Samples
1 . Before application of any paint system, if required by Architect, meet on Project site with
Architect, Owner's representative, and Manufacturer's representative. Architect may select
one surface for application of each paint system specified. This process will include
establishing acceptable substrate conditions required for Project before application of paints
and coatings.
2. Apply paint systems to surfaces indicated by Architect following procedures outiined in
Contract Documents and Product Data submission specified above.
3. After approval of samples, proceed with application of paint system throughout Project.
Approved samples will serve as standard of acceptability.
C. Pre-installation Conferences
1. Participate in pre-installation conference specified in Section 09250 to review finish
requirements of gypsum wallboard.
2. Schedule painting pre-installation conference after delivery of paint but prior to or at same time
as application of field samples.
!>".,
1.6 DELIVERY, STORAGE. AND HANDLING
A. Deliver specified products in sealed, original containers with Manufacturer's original labels intact on
each container. Deliver amount of materials necessary to meet Project requirements in single
shipment. Notify Architect two working days prior to delivery of paint.
B. Store materials in single place.
C. Keep storage area clean and rectify any damage to area at completion of work of this Section.
Maintain storage area at 55 deg F minimum.
1.7 PROJECT CONDITIONS
A. Project Environmental Conditions
1. Perform painting operations at temperature and humidity conditions recommended by
Manufacturer for each operation and for each product.
2. Apply painting systems at lighting level of 540 Lux (50 foot candles) minimum on surfaces to
be painted. Inspection of painting work shall take place under same lighting conditions as
application. If painting and coating work is applied under temporary lighting, deficiencies
discovered upon installation of permanent lighting will be considered latent damage as defined
in MPI Manual, PDCA P1-92
1.8 SCHEDULING
A. Coordinate with other trades for materials and systems that require painting prior to installation.
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2
Section 09901
General Painting And Coating Requirements
B. Schedule painting and coating work to begin when work upon which painting and coating work is
dependent has been completed. Schedule installation of pre-finished and non-painted items, which
are to be installed on painted surfaces, after application of final finishes.
1.9 MAINTENANCE
A. Extra Materials - Provide painting materials in Manufacturer's original containers and with original
labels in each color used. Provide one quart of each finish coat and one pint of each primer and
of each undercoat in each color used. Label each can with color name, mixture instructions, date,
and anticipated shelf life.
PART 2 PRODUCTS
2.1 MATERIALS
A. Materials used for any painting system shall be from single manufacturer unless approved otherwise
in writing by painting system manufacturer. Include such approvals in Product Data submittal.
B. Linseed oil, shellac, turpentine, and other painting materials shall be pure, be compatible with other
coating materials, bear identifying labels on containers, and be of highest quality of an approved
manuf~cturer listed in MPI manuals. Tinting color shall be best grade of type recommended by
Manufacturer of paint or stain used on Project.
PART 3 EXECUTION
3.1 EXAMINATION
A. Instructions to begin painting and coating work will indicate that substrates to receive painting and
coating materials have been previously inspected as part of work of other Sections and ate
complete and ready for application of painting and coating systems.
B. Before beginning work of this Section, examine, and test surfaces to be painted or coated for
adhesion of painting and coating systems. Report in writing to Architect of conditions that will
adversely affect adhesion of painting and coating work. Do not apply painting and coating systems
until such adverse conditions are corrected by party responsible for adverse condition.
C. Report defects in substrates that become apparent after application of primer or first finish coat to
Architect in writing and do not proceed with further work on defective substrate until such defects
are corrected by party responsible for defect.
3.2 PREPARATION
A. Protection
1. Remove rags and waste used in painting operations from building each night. Take every
precaution to avoid danger of fire.
2. Protect other finish work and adjacent materials during painting. Do not splatter, drip, or paint
surfaces not intended to be painted. These items will not be spelled out in detail but pay
special attention to the following -
a. Do not paint finish copper, bronze, chromium plate, nickel, stainless steel, anodized
aluminum, or monel metal except as explicitly specified.
b. Keep cones of ceiling speakers completely free of paint. In all cases where painting of
metal speaker grilles is required, paint without grilles mounted to speakers and without
grilles on ceiling.
B. Surface Preparation
1. Prepare surfaces in accordance with MPI requirements and requirements of Manufacturer for
each painting system specified.
2. Fill minor holes and cracks in wood surfaces to receive paint or stain.
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3
Section 09901
General Painting And Coating Requirements
3. Surfaces to be painted shall be clean and free of loose dirt. Clean and dust surfaces before
painting or finishing.
4. Do no exterior painting while surface is damp, unless recommended by Manufacturer, nor
during rainy or frosty weather. Interior surfaces shall be dry before painting. Moisture content
of materials to be painted shall be within tolerances acceptable to Paint Manufacturer.
5. Sand woodwork smooth in direction of grain leaving no sanding marks. Clean surfaces before
proceeding with stain or first coat application.
3,3 APPLICATION
A. Paint or finish complete all surfaces to be painted or coated as described in Contract Documents,
including but not limited to following items.
1. Finish casework and wood trims specified to be installed under Section 06201 and which are
not called out to be factory- or shop-finished. Back prime wood elements to be installed
against concrete or masonry or which may be subjected to moisture.
2. Paint mechanical and electrical items that require field painting as determined by Architect
before bid opening. These include but are not limited to
a. Gas pipe from gas meter into building
b. Metal protective structures for refrigerant lines
c. Mechanical flues and pipes penetrating roof
d. Electrical panel and disconnect enclosures
e. Wall diffusers
3. Paint inside of chases in occupied spaces flat black for 18 inches or beyond sightline,
whichever is greater.
4. Paint surfaces behind speaker grilles incorporating grille cloth with flat black paint.
5. Paint surfaces in organ chamber behind grille cloth with flat black paint.
B. Apply sealant in gaps 3/16 inch and smaller between two substrates which are to be painted or
coated. Sealants in other gaps specified under Section 07920.
C. On wood to receive a transparent finish, putty nail holes in wood after application of stain using
natural colored type to match wood stain color. Bring putty flush with adjoining surfaces.
D. In multiple coat paint work, tint each succeeding coat with slightly lighter color, but approximating
shade of final coat, so it is possible to check application of specified number of coats. Tint final coat
to required color.
E. Spread materials smoothly and evenly. Apply coats to not iess than wet and dry film thicknesses
and at spreading rates for specified products as recommended by Manufacturer.
F. Touch up suction spots after application of first finish coat.
G. Paint shall be thoroughly dry and surfaces clean before applying succeeding coats.
H. Use fine sandpaper between coats as necessary to produce even, smooth surfaces.
I. Make edges of paint adjoining other materials or colors clean, sharp, and without overlapping.
J. Finished work shall be a 'Properly Painted Surface' as defined in this Section.
3.4 ADJUSTMENT
A. Correct deficiencies in workmanship required to leave surfaces in conformance with 'Properly
Painted Surface' as defined in this Section. Correction of 'Latent Damage' and 'Damage Caused
By Others,' as defined in this Section, is not included in work of this Section.
3.5 CLEANING
A. As work proceeds and upon completion of work of any painting Section, remove paint spots from
floors, walls, glass, or other surfaces and leave work clean, orderly, and in acceptable condition.
Remove debris caused by work of paint Sections from premises.
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4
Section 09901
General Painting And Coating Requirements
3.6 PAINT COLORS
A. As selected by Architect.
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Perris Hill Sr. Center Expansion
END OF SECTION
5
Section 09901
General Painting And Coating Requirements
SECTION 09912
EXTERIOR PAINTED FERROUS METAL
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1 . Preparing and painting new exterior ungalvanized iron and steel surfaces as described in Contract
Documents.
B. Related Sections
1 . Section 09901 - General Painting Requirements
1.2 SYSTEM DESCRIPTION
A. Design Criteria - Systems specified are in addition to prime coats provided under other Sections of Project
Manual.
B.. Use MPI EXT 5.1M Waterborne Light Industrial Coating system.
C. Use MPI Premium Grade finish requirements for work of this Section.
PART 2 PRODUCTS
2.1 MATERIALS
A. Gloss I Sheen Level Required - Semi-Gloss
B. Products listed in edition of MPI Approved Product List current at time of bidding and later are approved,
providing they meet VOC requirements in force where Project is located.
1 . Primer Coat - MPI Product 107
2. Finish Coats - MPI Product 110
PART 3 EXECUTION
3.1 APPLICATION
A. General - See appropriate paragraphs of Section 09901.
B. Clean metal to be painted of rust, mill scale, grease, oil, and welding spatters, burrs, flux, slag, and fume.
If all traces of rust cannot be removed, apply rust blocker recommended by Paint Manufacturer before
applying primer coat.
END OF SECTION
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1
Section 09912
Exterior Painted Ferrous Metal
SECTION 09913
EXTERIOR PAINTED GALVANIZED METAL
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1 . Preparing and painting new exterior exposed galvanized metal surfaces as Described in Contract
Documents.
B. Related Sections
1. Section 09901 - General Painting Requirements
1.2 SYSTEM DESCRIPTION
A. Handrails And Exposed Miscellaneous Structural Steel - Use MPI EXT 5.3D Pigmented Polyurethane
Finish system.
B. All Other - Use MPI EXT 5.3H Latex Finish system.
C. Use MPI Premium Grade finish requirements.
PART 2 PRODUCTS
2.1 MATERIALS
A. Gloss I Sheen Level Required - Semi-Gloss
B Products listed in edition of MPI Approved Product List current at time of bidding and later and following
products are approved, providing they meet VOC requirements in force where Project is located.
1. Polyurethane-
a. Vinyl Wash Primer Coat - MPI Product 80
b. Finish Coats -
1) Epoxy MPI Product 101
2) Polyurethane MPI Product 72
2. Latex-
a. Waterborne Primer Coat - MPI Product 134
b. Finish Coats - MPI Product 11
PART 3 EXECUTION
3.1 APPLICATION
A. General - See appropriate paragraphs of Section 09901 .
B. Clean 'passivated' or 'stabilized' galvanized steel as specified in SSPC-SP1.
C. After removal of 'passivated' or 'stabilized' coating or for surfaces without coating, clean surfaces to be
painted with mineral spirits or product recommended by Paint Manufacturer. Change to clean rags or wiping
cloths regularly to reduce possibility of re-contamination of surface.
D. Apply prime coat.
E. Apply finish coats.
END OF SECTION
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1
Section 09913
Exterior Painted Galvanized Metal
SECTION 09923
PAINTED INTERIOR GYPSUM BOARD. PLASTER
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Preparing, priming, and finish painting new interior gypsum board and plaster surfaces as
described In Contract Documents.
B. Related Sections
1 . Section 09901 - General Painting Requirements
2. Section 09560 - Textured Ceilings
3. Section 09771 - Textured Walls
1.2 SYSTEM DESCRIPTION
A. Rest Rooms - Use MPI(a) INT 9.2F Waterborne Epoxy Finish system for new work and MPI(r) RIN
9.2E Waterborne Epoxy Finish system for previously painted work.
B. All Other - Use MPI(a) INT 9.2B Latex Finish system for new work and MPI(r) RIN 9.2B Latex
Finish system for previously painted work.
PART 2 PRODUCTS
2.1 MATERIALS
'""~,'
A. Products listed in edition of MPI Approved Product List current at time of bidding and later and
following products are approved, providing they meet VOC requirements in force where Project is
located.
B. Primers
1. MPI Product 50
C. Finish Coats
1. Rest Rooms -
a. Gloss I Sheen Required - Gloss
b. MPI Product 115
2. Remaining Painted Surfaces -
a. Gloss I Sheen Required - Semi-Gloss
b. MPI Product 141
PART 3 EXECUTION
3.1 APPLICATION
A. General - See appropriate paragraphs of Section 09901.
B. Interface With Other Work - Coordinate with sheet wall covering installers regarding suitability of
primer.
C. New Surfaces
1. Primer-
a. Apply primer to be covered with other paint coats with roller only, or with spray gun and
back-rolled.
END OF SECTION
02514
Perris Hill Sr. Center Expansion
1
Section 09923
Interior Painted Gypsum Board, Plaster
SECTION 09924
INTERIOR PAINTED METAL
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Preparing and painting new interior metal surfaces as described in Contract Documents.
B. Related Sections
1. Section 09901 - General Painting Requirements
1.2 SYSTEM DESCRIPTION
A. Ferrous Metal - Use MPI(a) INT 5.1 B Waterborne Light Industrial Finish system for new work and
MPI(r) RIN 5.1 B Waterborne Light Industrial Finish system for previously painted work.
B. Galvanized Metal - Use MPI(a) INT 5.3J Latex Finish system for new work and MPI(r) RIN 5.3AH
Latex Finish system for previously painted work.
C. Aluminum - Use MPI(a) INT 5.4E Waterborne Light Industrial Finish system for new work and
MPI(r) REX 5.4E Light Industrial Finish Finish system for previously painted work
D. Use MPI Premium Grade finish requirements for new work and deteriorated existing work. Use MPI
Custom Grade requirements for sound existing work.
PART 2 PRODUCTS
2.1 MATERIALS
A. Gloss I Sheen Level Required - Semi-Gloss
B. Products listed in edition of MPI Approved Product List current at time of bidding and later and
following products are approved, providing they meet vac requirements in force where Project is
located.
C. Primers
1 . Ferrous Metal - MPI Product 107
2. Galvanized Metal - MPI Product 134
3. Aluminum - MPI Product 951
B. Finish Coats - MPI Product 110, G5
PART 3 EXECUTION
3.1 APPLICATION
A. General
1. See appropriate paragraphs of Section 09901.
2. Systems specified are in addition to prime coats furnished under other Sections.
B. New Surfaces - Remove rust spots by sanding and immediately spot prime. If all traces of rust
cannot be removed, apply rust blocker recommended by Paint Manufacturer before applying full
primer coat.
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Perris Hill Sr. Center Expansion
1
Section 09924
Interior Painted Metal
C. Existing Painted Surfaces
1. Remove deteriorated existing paint down to sound substrate by scraping and sanding. Feather
edges of existing paint by sanding to be smooth with adjacent surfaces. Spot prime bare metal
surfaces immediately.
2. Remove rust spots by sanding and immediately spot prime. If all traces of rust cannot be
removed, apply rust blocker recommended by Paint Manufacturer before applying full primer
coat.
3. Clean existing sound painted surfaces as well as scraped and sanded existing painted
surfaces as recommended by Paint Manufacturer.
4. Apply prime coat over entire surface to be painted.
5. Lightly sand entire surface.
6. Clean surface as recommended by Paint Manufacturer.
7. Apply finish coats.
END OF SECTION
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Perris Hill Sr. Center Expansion
2
Section 09924
Interior Painted Metal
SECTION 09936
INTERIOR CLEAR FINISHED HARDWOOD
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Preparing and finishing of new interior clear finished hardwood as described in Contract
Documents.
B. Related Sections
1. Section 09901 - General Painting Requirements
1.2 REFERENCES
A. American National Standards Institute! Kitchen Cabinet Manufacturer's Association
1. ANSI! KCMA A 161.1 - 1995, 'Performance & Construction Standard for Kitchen and Vanity
Cabinets'
1.3 SUBMITTALS
A. Samples
1. Before performing work of this Section, prepare control sample, to match sample available
from Architect, to be used as finishing standard for interior clear finished hardwood. Architect's
LDS 95 sample was produced using specified Fuller O'Brien stain.
2. Finish applicator shall attend progress meeting held before preparation of control sample.
Architect will review requirements to insure that control sample will be prepared using specified
products and procedures.
3. Control sample shall consist of 12 inch square plain sawn solid Red Oak or plain sliced Red
Oak veneer plywood.
4. Architect will inspect control sample at progress meeting following preparation of control
sample. When sample is approved, work of this Section may proceed.
B. Quality Assurance! Control - Before beginning finish work, submit Finish Manufacturer's literature
or certification that finish material meets requirements of ANSI! KCMA A161.1
PART 2 PRODUCTS
2.1 MATERIALS
A. Stain - Match existing
B. Clear Finish Coats
1 . Field Finished
a. Chemcraft Internationallnc -
1) First, Second, And Third Coats - 20 Sheen Opticlear Pre-Catalyzed Lacquer
b. ICI Dulux /Trinity -
1) First Coat - ICE Vinyl Sanding Sealer
2) Second And Third Coats - ICI Pre-Catalyzed Lacquer
b. Lilly! Valspar -
1) First, Second, And Third Coats - 20 Sheen Pre-Catalyzed Lacquer 587E208
c. Sherwin-Williams-
1) First Coat - T67F3 Vinyl Sealer
2) Second And Third Coats - T77F38 Sherwood Pre-Catalyzed Lacquer DRE
2. Products meeting testing requirements for finishes of ANSI! KCMA A 161.1 may be used upon
approval of submission by Architect before use. See Section 01600.
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Perris Hill Sr. Center Expansion
1
Section 09936
Interior Clear Finished Hardwood
PART 3 EXECUTION
3.1 APPLICATION
A. General
1 . See appropriate paragraphs of Section 09901 .
2. Sand entire exposed surface of item to be finished lightly with 120 to 150 non-stearated
sandpaper and clean before applying dye or stain.
3. Apply stain in accordance with Manufacturer's recommendations and as necessary to attain
correct color.
4. Scuff sand with 220 non-stearated sandpaper between application of application stain and first
finish coat.
5. If wood is finished before installation, finish cut ends and other unfinished. exposed surfaces
same as previously finished surfaces after installation of wood.
B. Where backpriming is required, apply one coat of finish material.
C. Architectural Woodwork Door Surfaces - Finish tops, bottoms, and edges before faces. Finish
architectural woodwork doors with no hardware applied to doors.
END OF SECTION
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Perris Hill Sr. Center Expansion
2
Section 09936
Interior Clear Finished Hardwood
DIVISION 10
SPECIAL TIES
10300 MANUFACTURED FIREPLACES
10310 GAS FIREPLACE
10600 PARTITIONS
10655 OPERABLE PARTITIONS
END OF TABLE OF CONTENTS
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Perris Hill Sr. Center Expansion
1
Division 10
Table of Contents
SECTION 10310
GAS FIREPLACE
PART 1 GENERAL
1.1 SUMMARY
A. Products Supplied But Not Installed Under This Section
1. Manufactured Fireplace
B. Reiated Sections
1. Section 06110 - Blocking in wood-framed walls
2. Section 06201 - Installation
1.2 SUBMITTALS
A. Product Data
1. Manufacturer's literature or cut sheets for gas fireplace
1.3 WARRANTY
A. Provide Manufacturer's standard, written 20-year warranty on fireplace.
1.4 QUALITY ASSURANCE
A. Regulatory requirements
1. Tested and certified as a vented gas fireplace heater: ANSI Z 21.88; CGA 2.33 mq8
PART 2 PRODUCTS
2.1 MANUFACTURED UNITS
A. Gas-Burning Fireplace
1. Model: EDV-4540, Front View, Rear Direct Vent
2. 40-inch heat-circulating louvered fireplace
3. Six-piece, charred "split oak" logs
4. Full-depth brickaded firebox Herringbone brick liner
5. 35,000 BTU pan burner system
6. Variable high/low flame valve
7. Unit-mounted on/off switch - pre-wired for wall switch
8. Weld-free construction
9. Scratch-resistant powder coat charcoal finish
10. Square design
11. Polished brass door kit
12. Approved manufacturers
a. Lennox Hearth Products, 800-953-6669 www.lennox.com
"/'-
PART 3 EXECUTION
3.1 INSTALLATION
A. Install in accordance with manufacturer's specifications.
END OF SECTION
02514
Perris Hill Sr. Center Expansion
1
Section 10310
Gas Fireplace
SECTION 10310
GAS FIREPLACE
PART 1 GENERAL
1.1 SUMMARY
A. Products Supplied But Not Installed Under This Section
1. Manufactured Fireplace
B. Related Sections
1. Section 06110 - Blocking in wood-framed walls
2. Section 06201 - Installation
1.2 SUBMITTALS
A. Product Data
1 . Manufacturer's literature or cut sheets for gas fireplace
1.3 WARRANTY
A. Provide Manufacturer's standard, written 20-year warranty on fireplace.
1.4 QUALITY ASSURANCE
A. Regulatory requirements
1. Tested and certified as a vented gas fireplace heater: ANSI Z 21.88; CGA 2.33 mq8
PART 2 PRODUCTS
2.1 MANUFACTURED UNITS
A. Gas-Burning Fireplace
1. Model: EDV-4540, Front View, Rear Direct Vent
2. 40-inch heat-circulating louvered fireplace
3. Six-piece, charred "split oak" logs
4. Full-depth brickaded firebox Herringbone brick liner
5. 35,000 BTU pan burner system
6. Variable high/low flame valve
7. Unit-mounted on/off switch - pre-wired for wall switch
8. Weld-free construction
9. Scratch-resistant powder coat charcoal finish
10. Square design
11. Polished brass door kit
12. Approved manufacturers
a. Lennox Hearth Products, 800-953-6669 www.iennox.com
PART 3 EXECUTION
3.1 INSTALLATION
A. Install in accordance with manufacturer's specifications.
END OF SECTION
02514
Perris Hill Sr. Center Expansion
1
Section 10310
Gas Fireplace
SECTION 10655
OPERABLE PARTITIONS
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To Operable Wall System
1. Furnish and install as described in Contract Documents.
B. Related Sections
1. Section 05124 - Structural steel framing
1.2 REFERENCES
A. American Society For Testing And Materials
1. ASTM EgO Laboratory Measurement of Airborne-Sound Transmission Loss of Building Partitions
Insulation in Buildings'
2. ASTM E413 Determination of Sound Transmission Class (STC) Insulation'
3. ASTM E 557 Architectural Application and Installation of Operable Partitions
4. ASTM E84 Surface Burning Characteristics of Building Materials
5. ASTM A653 Specification for General Requirements for Steel Sheet, Alloy-Co'ated (Galvannealed) by
the Hot Dip Process
6. ASTM C423 Standard Test Method for Sound Absorption and Sound Absorption Coefficients by the
Reverberation Room Method
7. CCC-W-408A-D Federal Specification which applies to Vinyl Coated Wall Coverings
8. CFFA-W-1 01-B Chemical Fabrics and Film Association Quality Standard for Vinyl Coated Fabric Wall
Coverings
,-
1.3 SYSTEM DESCRIPTION
A. Design Requirements - The operable wall system shall consist of Continuously Hinged panels that are
electrically operated, featuring panels hinged together in a continuous panel train.
B. Performance Requirements - The operable wall system shall consist of acoustically rated panels tested in
accordance with ASTM EgO and ASTM E413 test procedures, and shall have achieved a STC rating as
specified herein (See "Acoustical Performance" article listed under Part 2 - Products).
1.4 SUBMITTALS
A. Manufacturer shall provide written technical information and related detail drawings, which demonstrate that
the products comply with contract documents for each type of operable partition specified.
B. Manufacturer shall provide detailed engineering drawings featuring track plan, panel elevation, horizontal
and vertical details, wiring diagram and beam punching template as required.
C. Manufacturer shall provide written test report of the independent acoustical testing laboratory certifying the
attainment of the specified STC rating, upon request.
D. Manufacturer shall provide written instructions specifying the proper operation and maintenance of the
operable wall system.
E. Manufacturer shall provide a color selector demonstrating the manufacturer's selections of the specified
finish material. Samples shall consist of actual swatches of the specified finish material.
1.5 QUALITY ASSURANCE
A. Qualifications - Installation shall be performed by Manufacturer certified and approved personnel.
1.6 SEQUENCING I SCHEDULING
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Perris Hill Sr. Center - Expansion
1
Section 10655
Operable Partitions
A. Beam Punching - Manufacturer shall provide beam punching template drawing detailing the anchor locations
for the suspended track system (as required for Drop Rod Mounting), as required for the fabrication and
installation of structural overhead support by others.
B. Track Installation - Scheduling of operable wall track installation shall occur after structural overhead support
has been properly and completely fabricated and installed by others.
C. Panel Installation - Operable wall panel installation shall occur after fixed wall substrate construction is
properly and completely installed by others, as required to protect panels from ongoing adjacent
construction.
1.7 WARRANTY
A. Manufacturer shall warrant each partition and its component parts to be free from defects in material and
workmanship for a period of two (2) years from the date of delivery to the original purchaser, when installed
by an authorized KWIK-WALL distributor.
1.8 DELIVERY, STORAGE AND HANDLING
A. Panels shall be individually wrapped in a protective plastic covering to keep panels clean during delivery,
storage and handling.
B. Panels shall be stored on edge and above the floor on cushioned blocking in a dry and ventilated area,
protected from humidity and temperature extremes.
PART 2 PRODUCTS
2.1 ACCEPTABLE MANUFACTURER
A. Operable walls shall be Series 3000, Model 3050 Continuously Hinged / Eiectric as manufactured by KWIK-
WALL Company.
2.2 PANEL CONSTRUCTION
A. Panel Dimensions - Standard panel dimension shall be a nominal 3 5/8" [92] thick.
B. Panel Frame - Steel frame shall be 16-gauge galvanneal steel, which meets or exceeds ASTM A653
requirements. Frame shall be all-welded construction with steel corner supports and cross-bracing
reinforcement. Top horizontal cross brace shall be a minimum 7-gauge structural rectangular steel tube
designed to accept a spring-loaded floating carrier. Panel frame shall be Class A rated, fire retardant, non-
combustible and non-corrosive in accordance with ASTM E84.
C. Panel Skins - Panel skins shall be Class A rated in accordance with ASTM E84. Panel skin material shall
consist of minimum 22-gaugetension-leveled galvanneal steel, pressure laminated to a structural acoustical
backer and welded to the steel frame to form a rigid, unitized and structural panel.
D. Panel Hinges - Panel hinges shall be architectural grade, full leaf butt hinges secured directly through the
panel frame and into a steel hinge anchor bracket. Bottom hinge shall be located 7'-0" A.F.F. for partition
heights over 16'-0".
E. Panel Weight- Maximum panel weight shall be 8.5 - 12.9Ibs.lft. depending on STC rating, size and options
selected.
2.3 OPERATION
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Perris Hill Sr. Center - Expansion
2
Section 1 0655
Operable Partitions
A. Operation - Operation shall be Continuously Hinged I Electric, consisting of panels hinged together forming
a continuous panel train. Panels shall be top-supported byone (1) carrier in each panel, consisting of four
(4) permanently lubricated, precision ground ball bearing polished steel wheels riding on a steel tread
surface. Panels shall be operated between stacking location and installed position by an electric operator,
which connects to lead panel by # 50 roller chain. A manual override shall be included in the event of a
power failure to allow the wall system to be manually operated.
B. Drive System - Electric operator shall consist of 1 H.P. (.746 kw), 115 volt, single phase capacitance wound
electric motor. Activation of the operator shall be controlled by a two (2) position (low voltage) key switch
to arm the system. Control of the operator shall consist of two (2) stations with extend and retract constant-
pressure push button switches. Switches shall be low voltage, wired in series, and located on opposite sides
and ends of the partition. Electric operator shall include safety devices (limit switches) to automatically shut
off the operator at the fully extended and fully retracted position. Operator shall be located at the opposite
end of stack area off center to the side of the partition. All electric operator components shall be
modularized for easy replacement in the field without removing the surrounding components. Access panels
to the operator unit and return sprockets are required for adjustment and maintenance purposes, as
provided by others. Electric operator shall consist of:
1. Standard Speed Reducer Drive - consisting of a 50 to 1 ratio worm gear, adjustable clutch and 1 H.P.
(.746 kw) electric motor. Speed reducer drive system shall be capable of moving a wall system up to
600ft. .
,.
2.4 STACK ARRANGEMENTS
A. Stack Type - Panel storage configuration shall be Center Stack, consisting of panels stacked on center to
the wall's installed position.
-
B. Stack Quantity - Panels shall be stored as described in Contract Documents.
-
2.5 FINISHES
A. Finish Material Type - Panel finish material shall be Class A rated in accordance with ASTM E84:
1. Standard Vinyl - consisting ofType I, reinforced vinyl weighing 15 oz.llin. yd. Standard Vinyl shall meet
or exceed CCC-W-408A-D and CFFA-W-101-B quality standards.
-
B. Finish Material Supplier:
1. Manufacturer's standard selection of finish materials, as specified.
C. Finish Material Application:
1. Factory Applied - by operable wall manufacturer. Customer supplied finish material samples must be
submitted to manufacturer for testing and approval prior to acceptance and application.
D. Finish Material Color:
1. As selected by Architect from manufacturers standard colors.
2,6 PERIMETER TRIM AND SEALS
A. Vertical Trim and Seals - Panels shall have Trimless vertical astragals containing flexible vinyl seals and
incorporate reversible tongue-and-groove-type configurations for positive interlocking with adjacent panels.
Vertical trim shall not be permitted on the panel faces, resulting in a minimal groove appearance between
adjacent panels.
B. Horizontal Top Trim and Seals - Top seals shall consist of flexible vinyl sweep seals installed on both sides
of the panel. The seals shall consist of a compressed bulb between two (2) fingers of vinyl. Top seal shall
be fixed, providing continuous-contact flexible vinyl sealing against the bottom flange of the overhead track.
....,
C. Horizontal Bottom Trim and Seals - Bottom seals shall consist of multiple fingers of flexible vinyl for positive
contact and sealing with various floor surfaces. Bottom seal type shall be (select):
1. Standard Automatic Bottom Seals - consisting of self-activated seals providing 1 y," [38] of nominal
travel.
02514
Perris Hill Sr. Center - Expansion
3
Section 10655
Operable Partitions
"....,
2. Optional Adjustable Bottom Seals - consisting of field-adjustable, continuous-contact vinyl sweep seals
that allow for 3/4" [19] of nominal adjustment.
3. Optimal Floating Bottom Seals - consisting of continuous-contact, vinyl sweep seals that ride on an
aluminum chassis containing two (2) omni-wheel rollers that are under constant spring pressure
towards the floor surface. Floating Bottom Seals shall provide up to 3" [76] of nominal travel to
accommodate uneven floor conditions.
2.7 CLOSURE SYSTEMS
A. Initial Closure System - The lead panel (the first panel exiting the stack) shall form a seal vertically against
a rigid wall surface. The initial closure shall be accomplished by an Adjustable-Compensating Closure
containing two (2) continuous-contact, flexible vinyl bulb seals installed along the vertical edge of the lead
panel for positive compression against a rigid wall surface. Initial closure panel shall contain a flush pull
handle on each side.
B. Final Closure System - The final closure panel (the last panel exiting the stack) shall form a seal vertically
against a rigid wall surface. Final closure shall be accomplished by a Half Panel that does not require any
attachment to the permanent wall. The Half Panel and its two (2) immediately adjacent panels will
incorporate adjustable bottom seals, and the first panel adjacent to the half panel shall contain a flush pull
handle. The type of final ciosure panel shall be:
1. Standard Manual Half Panel Pivot Closure - consisting of a Half Panel requiring manual activation when
extending or retracting the operable wall.
2.8 ACOUSTICAL PERFORMANCE
A. Certification - The operable wall shall have been tested in an independent acoustical testing laboratory in
accordance with ASTM E90 and ASTM E413 test procedures.
B. STC Rating - The operable wall acoustical performance rating shall be based on Standard Steel Skins with
a standard rating of 46 STC.
2.9 PANEL ACCESSORIES
A. Standard accessories including pass doors, exit signs, track surfaces, Guardian Personnel Protection
System and pocket doors shall be compatible with other accessories and options, furnished and installed
by the operable wall manufacturer as noted on submitted shop drawings.
2.10 TRACK SYSTEM
A. Type H.D. Continuously Hinged / Electric Steel Track - The Continuously Hinged / Electric Steel track
running surface shall be made of cold-rolled, high carbon steel tread surfaces to facilitate ease of panel
movement and operation. Track system shall not require a panei guide to straighten out the wall system.
B. The steel tread surface shall be contained within a continuous structural track housing extruded from
aluminum, which prohibits deterioration caused by rust or corrosion. The track housing shall have a durable
anodized clear satin finish, which resists scratching, color fading and flaking. The track housing shall utilize
grooves and interlocking steel pins for positive alignment of adjacent track sections, and shall be reinforced
overhead by a heavy-duty steel bracket made of hot-rolled, 3/8" [10] thick plate steel. Aluminum track
housing shall include an integral nut slot to accept a hardened steel square nut to facilitate attachment of
each steel all-rod and splice brackets to the overhead structural support.
2.11 CARRIER SYSTEM
A. Type H.D. Continuously Hinged / Electric Steel Wheel Carrier - Each Continuously Hinged / Electric panel
shall be top supported by one (1) carrier, utilizing a 5/8" [16] diameter pendant bolt. Each top carrier shall
consist of four (4) permanently-lubricated, precision ball bearing polished steel wheels, as required for
smooth and quiet operation. Floating bottom carrier shall consist of two (2) offset, permanently-lubricated,
precision ground ball bearing steel wheels riding in a structural rectangular steel tube with 3/8" [1 0] diameter
steel guide rails. Carrier shall utilize a constant-force spring allowing it to travel back and forth within the
steel tube.
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Perris Hill Sr. Center - Expansion
4
Section 10655
Operable Partitions
2.12 SUSPENSION SYSTEM
A. Mounting System - The track shall be suspended by steel Drop Rods, consisting of adjustable rods of grade
2, 3/8" diameter threaded steel all-rod provided with 3/8" serrated steel nuts.
2.13 FABRICATION
A. Fabricate partitions according to actual field measurements of fully prepared, finished openings. Partition
Manufacturer is responsible for field measurements and their accuracy.
..,~
PART 3 EXECUTION
3.1 INSTALLATION
A. Install so track is aligned, level, etc, to eliminate catching or binding carrier assembly.
...~
B. Flexible Acoustic Barrier
1. Drape material over track assembly.
2. Overlap end joints 4 inches minimum and seal with duct tape.
END OF SECTION
~
~
''''-
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Perris Hill Sr. Center - Expansion
5
Section 10655
Operable Partitions
~
NOT USED
02514
Perris Hill Sr. Center Expansion
DIVISION 11
EQUIPMENT
END OF TABLE OF CONTENTS
Division 11
Table of Contents
NOT USED
02514
Perris Hill Sr. Center Expansion
DIVISION 12
FURNISHINGS
END OF TABLE OF CONTENTS
1
Division 12
Table of Contents
DIVISION 13
SPECIAL CONSTRUCTION
13350 TESTING, ADJUSTING, AND BALANCING
13352 DUCT TESTING, ADJUSTING, AND BALANCING
13900 FIRE-SUPPRESSION
13930 WET-PIPE FIRE-SUPPRESSION SPRINKLERS
END OF TABLE OF CONTENTS
02514
Perris Hill Sr. Center Expansion
Division 13
Table of Contents
SECTION 13352
DUCT TESTING, ADJUSTING, AND BALANCING
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Test, balance, and adjust air duct systems as described in Contract Documents.
B. Related Sections
1 . Division 15 -
a. Complete installation and start-up of mechanical systems, and changes in sheaves, belts,
and dampers as required for correct balance.
b. Assist Balancing Agency in testing and balancing of mechanical system.
-
..,;
1.2 SYSTEM DESCRIPTION
A. Performance Requirements
1. Perform testing and balancing in complete accordance with Associated Air Balance Council
Standards for Field Measurement & Instructions, Form P1266, Volume I. Record test data on
AABC standard forms or facsimile.
2. Noise level shall not exceed PNC 35 in the Center when all mechanical equipment is operating.
-
1.3 SUBMITTALS
A. Quality Assurance I Control
1. Four copies of complete test data for evaluation and approval.
2. Test And Balance Report -
a. Complete with logs, data, and records as required herein. Print logs, data, and records
on white bond paper bound together in report form.
b. Certified accurate and complete by Balancing Agency's certified test and balance
engineer.
c. Contain following general data in format selected by Balancing Agency.
1) Project Number
2) Project Title
3) Project Location
4) Project Architect and Mechanical Engineer
5) Test and Balance Agency and Certified Engineer
6) Contractor and mechanical sub-contractor
7) Dates tests were performed
8) Certification Document
9) Report Forms similar to AABC Standard format.
d. Report shall include following -
1) Preface suggesting abnormalities and problems encountered
2) Instrumentation List including type, model, manufacturer, serial number, and
calibration dates.
3) System Identification reporting location of zones, supply, return, and exhaust
openings.
4) Record following for each piece of air handling equipment.
a) Manufacturer, model number, and serial number
b) Design and manufacturer rated data
c) Actual CFM
d) Suction and discharge static pressure of each fan
e) Outside-air and return-air total CFM
f) Actual operating current, voltage, and brake horsepower of each fan motor
g) Final RPM of each motor
h) Fan and motor sheave manufacturer, model, size, number of grooves and
center distance
02514
Perris Hill Sr. Center Expansion
1
Section 1 3352
Duct Testing, Adjusting, And Balancing
i) Belt size and quantity
j) Static-pressure controls final operating set points
3. Bind approved copy of report in Operations And Maintenance Manual for Division 15.
1.4 QUALITY ASSURANCE
A. Qualifications
1. Work of this Section shall be performed by independent Air Testing And Balance Agency
specializing in testing and balancing of heating, ventilating, and cooling systems to balance,
adjust, and test air moving equipment, air distribution, and exhaust systems.
2. Agency shall provide proof of having successfully completed at least five years of specialized
experience in air and hydronic system balancing. Work by this Agency shall be done under
direct supervision of qualified heating and ventilating engineer employed by Agency.
3. Agency shall be approved in writing by Architect.
4. Neither Architect's engineering consultant or anyone performing work on this Project under
Division 15 shall be permitted to do this work.
1.5 SCHEDULING
A. Award test and balance subcontract to Agency upon receipt of Notice To Proceed to allow Agency
to schedule this work in cooperation with other Sections involved and to comply with completion
date.
B. During construction, Agency shall inspect installation of pipe systems, sheet metal work,
temperature controls, and other component parts of mechanical systems. Perform inspections as
follows
1. One inspection when 60 percent of duct work is installed.
2. One inspection when 90 percent of equipment is installed.
C. Do not begin air testing and balancing until
1. After completion of air cooling, heating, and exhaust systems including installation of
specialties, devices, and new filters.
2. Proper function of control system components including electrical interlocks, damper
sequences, air and water reset, and fire and freeze stats has been verified.
3. Automatic temperature controls have been calibrated and set for design operating conditions.
4. Verification of proper thermostat calibration and setting of control components such as static
pressure controllers and other devices that may need set points changed during process of
balancing system.
D. Heating, ventilating, and cooling systems and equipment shall be in full operation and continue in
operation during each working day of testing and balancing.
PART 2 PRODUCTS - Not Used
PART 3 EXECUTION
3.1 FIELD QUALITY CONTROL
A. Site Tests
1. If requested, conduct tests in presence of Architect.
2. Instruments used by Agency shall be accurately calibrated and maintained in good working
order.
3. Air Testing And Balancing Procedure -
a. Perform tests at high and low speeds of multi-speed systems and single speed systems.
Perform following testing and balancing functions in accordance with Associated Air
Baiance Council National Standards -
1) Fan Speeds - Test and adjust fan RPM to achieve design CFM requirements.
2) Current and Voltage - Measure and record motor current and voltage.
02514
Perris Hill Sr. Center Expansion
2
Section 13352
Duct Testing, Adjusting, And Balancing
3) Pitot-tube Traverse - Perform Pitot-tube traverse of main supply and return ducts
to obtain total CFM.
4) Outside Air - Test and adjust system minimum outside air by Pitot-tube traverse.
5) Static Pressure - Test and record system static pressures, including suction and
discharge static pressure of each fan.
6) Air Temperature - Take wet and dry bulb air temperatures on entering and leaving
side of each cooling coil. Dry bulb temperatures shall be taken on entering and
leaving side of each heating unit.
7) Zone Ducts - Adjust zone ducts to within design CFM requirements. At least one
zone balancing damper shall be completely open.
8) Main Ducts - Adjust main ducts to within design CFM requirements and traverse
for total CFM quantities.
9) Branch Ducts - Adjust branch ducts to within design CFM requirements. Multi-
diffuser branch ducts shall have at least one outlet or inlet volume damper
completely open.
10) Tolerances - Test and balance each diffuser, grille, and register to within 10 percent
of design requirements.
11) Identification - Identify the location and area of each grille, diffuser, register, and
terminal box. Record on air outlet data sheets.
12) Description - Record size, type, and manufacturer of each diffuser, grille, and
register on air outlet data sheets.
13) Drafts - Adjust diffusers, grilles, and registers to minimize drafts.
b. Permanently mark all outside air, supply air, and return air damper positions after
balancing has been completed.
4. Smoke testing, or some other approved means, may be required to determine leak locations
if air balance report indicates that any system's CFM total is less than 10 percent of design
CFM. Prior to test, verify that system's duct joints have been sealed as specified and that air
moving device in question is supplying required design system air flow. Architect will approve
test method required. If smoke test is selected, use following procedure. Provide necessary
precautions to protect those performing or observing test from being exposed to smoke.
a. Use zinc chloride smoke candles, titanium tetrachloride ampules or sticks, or other
devices acceptable to Architect to generate smoke.
b. Close openings in duct except for one opening at farthest end of duct run.
c. Circulate smoke at pressurized condition of 1/2 inch minimum water gauge static
pressure.
d. Report findings to Architect in writing.
B. Final Inspection And Adjustments
1. System shall be balanced and reports submitted to Architect before prefinal inspection.
2. Balancing Agency shall be represented at final inspection meeting by qualified testing
personnel with balancing equipment and two copies of air balancing test report.
a. Architect will choose and direct spot balancing of one zone. Differences between the spot
balance and test report will be justification for requiring repeat of testing and balancing for
entire building. If recheck testing demonstrates measured flow deviation of 10 percent
or more from recorded information on report, report will be rejected and new inspection
and report will be made and resubmitted.
b. Perform re-balancing in presence of Architect and subject to its approval.
c. If re-balancing is required, submit revised air test and balance reports to Architect before
Substantial Completion.
d. Spot balance and rebalance shall be performed at no additional cost to Owner.
3. Where unit supplied to job site provides over 5 percent more air than schedule requirements,
rooms supplied by that unit shall have their supply air quantities increased by ratio of actual
total air quantity supplied to minimum air quantity required by unit schedule.
END OF SECTION
02514
Perris Hill Sr. Center Expansion
3
Section 13352
Duct Testing, Adjusting, And Balancing
",".
"'"
p.
SECTION 13930
WET-PIPE FIRE-SUPPRESSION SPRINKLERS
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install complete wet-pipe fire sprinkler system as specified in Contract Documents.
B. Products Installed But Not Supplied Under This Section
1 . Firestopping
C. Related Sections
1. Section 02513 - Site Fire Protection
2. Section 07840 - Quality of Firestopping
3. Section 13851 - Alarm And Detection System.
1.2 REFERENCES
A. American National Standards Institute I American Society of Mechanical Engineers
1. ANSI I ASME B 16.1-89, 'Cast Iron Pipe Flanges and Pipe Flanged Fittings'
2. ANSI I ASME B 16.3-85, 'Malleable Iron Threaded Fittings, Classes 150 and 300'
3. ANSI I ASME B 16.4-89, 'Cast Iron Threaded Fittings, Class 125 and Class 250'
B. American National Standards Institute I National Fire Protection Association
1. ANSI I NFPA 13-2002, 'Installation of Sprinkler Systems'
C. American Society For Testing And Materials
1. ASTM A 53-00, 'Standard Specification for Pipe, Steel and Hot-Dipped, Zinc-Coated, Welded and
Seamless'
2. ASTM A 234-00a, 'Standard Specification for Piping Fittings of Wrought Carbon Steel and Alloy Steel
for Moderate and Elevated Temperature Service'
3. ASTM A 395-99, 'Standard Specification for Ferritic Ductile Iron Pressure-Retaining Castings for Use
at Elevated Temperatures'
4. ASTM A 536-84 (1999), 'Standard Specification for Ductile Iron Castings'
1.3 SUBMITTALS
A. Shop Drawings
1 . Size sprinkler system by one of following methods
a. Pipe schedule method in accordance with ANSI/NFPA 13
b. Hydraulic calculation design method based on water supply evaluation performed at building site.
c. On submittals, refer to sprinkler heads by sprinkler Identification or model number published in
appropriate agency listing or approval. Trade names and other abbreviated designations are not
acceptable.
2. Submittal Procedure -
a. After award of Contract and before purchase of equipment, submit seven sets of shop drawings
with specifications and hydraulic calculations, if pipe schedule method is not used, to Architect and
two sets to local jurisdiction having authority for fire prevention for review.
b. After integrating Architect's and AHJ's comments into drawings, licensed certified fire protection
engineer of record submitting fire sprinkler system design construction documents shall stamp,
sign, and date each sheet of shop drawings and first page of specifications and calculations.
c. Submit stamped documents to Owner and to AHJ for fire prevention for final approval.
d. After final approval, submit four copies of approved stamped documents to Architect.
e. Failure of system to meet requirements of authority having jurisdiction shall be corrected at no
additional cost to Owner.
02514
Perris Hill Sr. Center Expansion
Section 13930
Wet-Pipe Fire-Suppression Sprinklers
B. Closeout
1. Operation And Maintenance Manual Data
a. Modify and add to requirements of Section 01700 as follows
1) Provide master index showing items included.
2) Provide name, address, and phone number of Architect, Architect's Fire Sprinkler Consultant,
General Contractor, and Fire Protection subcontractor.
3) Provide operating instructions to include -
a) General description of fire protection system.
b) Step by step procedure to follow in pulling system into operation.
4) Maintenance instructions shall include -
a) List of system components used indicating name and model of each item.
b) Manufacturer's maintenance instructions for each component installed in Project.
Instructions shall include installation instructions, parts numbers and lists, operation
instructions of equipment, and maintenance and lubrication instructions. -
5) Include copies of approved shop drawings and copies of required warranties.
1.4 QUALITY ASSURANCE
A. Qualifications
1. Designer-
a. Licensed fire protection engineer certified by NICET to levei three minimum and engaged in
design of fire protection systems. Engineer shall -
1) Be responsible for overseeing preparation of shop drawings, hydraulic calculations where
applicable, and system installation. .
2) Make complete inspection of installation.
3) Provide corrected record drawings to Owner with letter of acceptance.
4) Certify that installation is in accordance with Contract Documents.
2. Installer - Licensed by jurisdiction having authority over installed fire protection systems for location
of Project. Furnish verified list of similar projects installed during past 5 years minimum.
B. Requirements of Regulatory Agencies
1. Unless noted otherwise, system shall conform to -
a. ANSI! NFPA 13 - 2002 'Light & Ordinary Hazard Occupancies'
b. ANSI! NFPA 24 - 2002 'Service Mains and Their Appurtenances, Private'
c. ANSI! NFPA 101 - 2000 'Life Safety Code'
d. Requirements of local water department and local authority having jurisdiction for fire protection.
e. Applicable rules, regulations, laws, and ordinances.
f. Underwriter's Laboratories Publication, 'Fire Protection Equipment Directory', January 1990.
g. Comply with backflow prevention requirements and, if required, include device in hydraulic
calculations.
1.5 OWNER'S INSTRUCTIONS
A. Instruct Owner's personnel in operation and maintenance of system utilizing Operation And Maintenance
Manual when so doing. Minimum instruction period shall be four hours.
B. Instruction periods shall occur after Substantial Completion inspection when system is properly working and
before final payment is made.
1.6 MAINTENANCE
A. Extra Materials - Furnish twelve spare heads of each type and temperature rating used, properly boxed with
sprinkler head wrench.
2
02514
Perris Hill Sr. Center Expansion
Section 13930
Wet-Pipe Fire-Suppression Sprinklers
PART 2 PRODUCTS
2.1 COMPONENTS
A. Pipe
1. Pipe used on Project shall be domestically manufactured.
2. Above Ground - Schedule 40 black welded steel meeting requirements of ASTM A 53.
a. 2 Inches And Smaller - Welded, screwed, flanged, or roll grooved coupling system.
b. 2-1/2 Inches And Larger - Welded, flanged, or roll grooved coupling system.
B. Fittings
1. Fittings used on Project shall be domestically manufactured.
2. Screwed - Cast iron meeting requirements of ANSI B 16.4 or ductile iron meeting requirements of
ANSI B 16.3 and ASTM A 536. Grade 65-45-12.
3. Flanged - Cast iron meeting requirements of ANSI B 16.1.
4. Welded - Carbon steel meeting requirements of ASTM A 234.
5. Roll Grooved Pipe Coupling System -
a. Ductile iron meeting requirements of ASTM A 395 and ASTM A 536, and UL listed and FM
approved.
b. Couplings-
1) Rigid - Cast to provide rigidity for support and hanging in accordance with NFPA-13.
2) Flexible - Use in locations where vibration attenuation and stress relief are required.
3) Flange Adapters - Class 125 or 150.
c. Grooved products used on Project shall be from same manufacturer. Grooving tools shall be as
recommended by manufacturer of grooved products.
d. Approved Manufacturers -
1) Tyco grooved piping products
2) Victaulic Coupling and FireLok fittings
C. Valves
1. Butterfly Valves -
a. UL I FM approved
b. Indicating type
c. Approved Products -
1) Kennedy - 93G1 or 93W1
2) Nibco-
a) WD3510-4 Wafer type with valve tamper switch
b) GD4765-8N Grooved type with valve tamper switch
3) Pratt Valves - IBV
4) Victaulic - Series 705-W Grooved end type with internal supervisory switches
2. Gate Valves -
a. UL I FM approved
b. Outside Screw and Yoke Type (O.S.&Y)
c. Class 150 psi
d. Approved Products -
1) Nibco - F-637-31 Flanged Ends
2) Mueller - A-2073-6 Flanged Ends
3. Ball Valves -
a. UL I FM approved
b. Valve tamper switch
c. Approved Products -
1) Milwaukee - BBSC with threaded ends
2) Nibco - KT -505 with threaded ends
3) Nibco - KG-505 with grooved ends
4) Victaulic - Series 728 with grooved or threaded ends
4. Swing Check Valves -
a. 1/2 to 3 inch horizontal check
1) Regrinding type
2) Renewable disk
3) Bronze Class 125 with threaded ends
3
02514
Perris Hill Sr. Center Expansion
Section 13930
Wet-Pipe Fire-Suppression Sprinklers
4) Approved Products -
a) Nibco - KT -403-W
b) Stockham - B319C
b. 2-1/2 to 12 inch Horizontal check
1) Bolted bonnet
2) Raised face Flanges
3) Bronze mounted with ductile iron body
4) 1251b Class A
5) Approved Products -
a) Nibco - F-938-31
b) Stockham - G939
c) Mueller - A-2120-6
5. Wafer Type Check Valves -
a. 4 to 8 inch cast iron body
b. 175 psi minimum working pressure
c. Rubber Seat
d. Approved Products -
1) Nibco - KW-900-W
2) Mueller - A-2102
6. Grooved-End Check Valves -
a. 2-1/2 to 12 inch ductile iron body
b. 250 psi maximum working pressure
c. Disc And Seat -
1) 2-1/2 And 3 Inch - Aluminum bronze disc with mounted elastomer seal and PPS
(polyphenylene sulfide) coated seat.
2) 4 Inch And Larger - Elastomer encapsulated ductile iron disc with welded in nickel seat.
d. Approved Product -
1) Victaulic Series 717
7. Alarm Check Valves -
a. Approved Products -
1) Reliable - E with gauges and drain
2) Tyco - F with gauges and drain
3) Victaulic - Series751 with gauges and drain
4) Viking - J-1 with gauges and drain
7. Retard Chamber -
a. Self draining
b. Approved Products -
1) Reliable - E-1
2) Tyco - F211
3) Victaulic - Series 752
4) Viking - C-1
8. Inspector's Test Valve -
a. Ductile iron body with threaded ends
b. Combination sight glass / orifice
c. Bronze top works
d. Approved Products -
1) Vlctaulic - T estmaster II Alarm Test Module Style 720
-
"....
D. Sprinkler Heads
1. Concealed Pendant -
a. Flush ceiling profile
b. Adjustable cover
c. UL / FM approved
d. Coordinate concealed cover finish with Architect.
e. Wet Pendant -
1) Approved Products -
a) Reliable - G-4 'Adjustable Concealer'
2) Victaulic - Model V38
3) Viking - Model 'Horizon Mirage'
4
02514
Perris Hill Sr. Center Expansion
Section 13930
Wet-Pipe Fire-Suppression Sprinklers
-
2. Horizontal Sidewall Sprinkler -
a. UL / FM approved
b. Recess adjustable
c. Where guards are required, use chrome plated sprinkler guards that are listed, that are approved
by Sprinkler Manufacturer for use with head, and that are supplied by Sprinkler Manufacturer.
d. Approved Products -
1) Reiiable - F-1 with Reliable recessed, 2-piece escutcheon Model GF1
3) Tyco - Model TY-B with recessed escutcheon.
3) Victualic - Models V27 and V34, with recessed escutcheon
2) Viking - M HSW with Viking recessed, 2-piece escutcheon Model E-1
3. Attic Sprinklers, Upright -
a. UL / FM approved
b. Approved for use in roof structures, combustible and non-combustible, with ceiling below.
c. Approved Products -
1) Tyco - BB, SD, or HIP
4. Pendant And Upright Sprinkler -
a. UL / FM approved
b. Where guards or escutcheons are required, use chrome plated sprinkler guards or escutcheons
that are listed, that are approved by. Sprinkler Manufacturer for use with head, and that are
supplied by Sprinkler Manufacturer.
c. Approved Products -
1) Reliable - F-1
2) Tyco - TY-B
3) Victaulic - Models V27 and V34
4) Viking - Micromatic
5. Adjustable Drop Nipple -
a. Steel tube, oxide coated.
b. Double O-ring seal.
c. 175 psi minimum working pressure.
d. Approved Products -
1) CECA - Cold Extrusion Company of America
2) Merit - M
E. Water Flow Aiarm
1. Mechanical Flow Alarm - Water Gong
a. UL / FM approved.
b. Approved Products -
1) Reliabie - C
2) Tyco - WMA-1
3) Victaulic - Series 760
4) Viking - F-2
F. Pressure Gauges
1. Mechanical Water Pressure Gauges
a. UL / FM approved.
b. 3-1/2 inch diameter dial.
c. 0 to 300 psi in 5 psi increments.
d. Approved Products -
1) Reliable
2) HO Trerice - 500XB
G. Waterflow Detectors
1. Electrical Water Flow Switch
a. UL / FM approved.
b Switch activates with flow of 10 gpm or more.
c. Two single pole double throw switches.
d. Automatic reset.
e. Approved Products -
1) Potter - VSR-F
2) System Sensor - WFD
5
02514
Perris Hill Sr. Center Expansion
Section 13930
Wet-Pipe Fire-Suppression Sprinklers
H. Tamper Switch
1. Weather And Tamper Resistant Switch -
a. UL I FM approved.
b. Two Single Pole Double Throw Switches.
c. Approved Products -
1) Potter - PCVS
2) System Sensor - P1 BV2
I. Fire Department Connection
1. Two-way Inlet with single clapper
2. Polished Brass.
3. 314 Inch Straight Design Automatic Drain Device by Potter-Roemer Fig. 5982.
4. Round 'AUTO. SPKR.' identification plate, polished brass by Potter-Roemer Fig. 5962.
5. Approved Products -
a. Croker - 6405-PB
b. Potter-Roemer - Fig. 5710
-
J. Post Indicating Valve
1 . Polished brass
2. Supervisory switch
3. Approved Products -
a. As required by Authority Having Jurisdiction (AHJ).
2.2 MANUFACTURERS
A. Coid Extrusion Company of America (CECA), Jacksonviile, AR (501) 982-9463 www.cecaforge.com
B. Croker Corp, Elmsford, NY (800)759-3473 or (914) 592-3640 www.croker.com
C. Henry Pratt Co, Aurora, IL (877) 436-7977 or (630) 844-4000 www.prattvalves.com
D. HO Trerice Company, Oak Park, MI (888) 873-7423 or (248) 399-8000 www.hotco.com
E. Merit Manufacturing Corp, Pottstown, PA (800) 543-7013 or (610) 327-4000 www.meritmfg.com
F. Milwaukee Vaive Co, Milwaukee, WI (414) 744-5240 www.milwaukeevalve.com
G. Mueller Company, Decatur, IL (800) 423-1323 or (217) 423-4471 www.muellerfio.com
H. Nibco Inc, Elkhart, IN (800) 234-0227 or (574) 295-3000 www.nibco.com
I. Potter Electric Signal Co, St Louis, MO (800) 325-3936 or (314) 878-4321 www.pottersignal.com
J. Potter-Roemer, Cerritos, CA (800) 366-3473 or (714) 430-5300 www.potterroemer.com
K. Reliable Automatic Sprinkler Co, Mount Vernon, NY (800) 431-1588 or (914) 668-3470
www.reliablesprinkler.com
L. Stockham, The Woodlands, TX (800) 786-2542 or (256) 775-3800 www.stockham.com
M. System Sensor, St Charles, IL (800) 736-7672 or (630) 377-6580 www.systemsensor.com
N. TYCO Fire & Building Products, Oak Creek, WI (877) 436-8926 or (215) 362-0700 www.tyco-fire.com
O. Victualic Company of America, Easton, PA (610) 559-3300 www.victualic.com
P. Viking Corp, Hastings, MI (800) 968-9501 or (269) 945-9501 vikingcorp.com
_.
_.
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PART 3 EXECUTION
3.1 EXAMINATION
A. Drawings
1. Fire Protection Drawings show general arrangement of piping. Follow as closely as actual building
construction and work of other trades will permit.
2. Consider Architectural and Structural Drawings part of this work insofar as these drawings furnish
information relating to design and construction of building. These drawings take precedence over Fire
Protection Drawings.
3. Because of small scale of Drawings, it is not possible to indicate all offsets, fittings, and accessories
which may be required. Investigate structural and finish conditions affecting this work and arrange work
accordingly, providing such fittings, valves, and accessories required to meet conditions.
-
6
02514
Perris Hill Sr. Center Expansion
Section 13930
Wet-Pipe Fire-Suppression Sprinklers
"
3.2 INSTAllATION
A. Install in accordance with requirements of NFPA 13.
B. Connect system to flange provided under Section 02513.
C. Install piping in accordance with NFPA 13, Paragraph 4-5.1.1.2.
D. Install system to drain. Drain trapped piping in accordance with NFPA 13, Paragraph 4-5.3.1.
1. Install main drain from riser.
2. Install auxiliary drains in low points of piping system and inspector's test valve drain to mechanical pad
located outside building unless otherwise directed by Architect.
E. Grooved end pipe, fittings, and valves shall be clean and free from indentations, projections, and roll marks
in area from pipe end to groove.
F. Do not use dropped, damaged, or used sprinkler heads.
G. Install sprinkler lines concealed.
H. Install tamper switches and pressure flow detectors where located by Architect.
I. Install water"powered motor gong on exterior wall in accordance with Manufacturer's instructions.
J. Install automatic ball drip device in lowest point of piping to fire department connection and drain to exterior
of building.
K. Brace and support system to meet seismic zone requirements for building site.
3.3 FIELD QUALITY CONTROL
A. Site Tests
1. Test system according to 'Contractor's Material And Testing Certificate for Above Ground Piping'
NFPA-13, figure 8-1(a).
2. Tests shall be witnessed by Architect and representative of local jurisdiction over fire prevention.
3. Test blanks shall have red painted lugs protruding beyond flange to clearly indicate their presence and
be numbered to assure their removal when testing is completed.
END OF SECTION
7
02514
Perris Hill Sr. Center Expansion
Section 13930
Wet-Pipe Fire-Suppression Sprinklers
NOT USED
02514
Perris Hill Sr. Center Expansion
DIVISION 14
CONVEYING SYSTEMS
END OF TABLE OF CONTENTS
1
Division 14
Table of Contents
DIVISION 15
MECHANICAL
15050 BASIC MECHANICAL MATERIALS AND METHODS
15051 GENERAL MECHANICAL REQUIREMENTS
15075 MECHANICAL IDENTIFICATION
15081 THERMAL DUCT INSULATION
15100 BUILDING SERVICES PIPING
15101 GENERAL PIPING REQUIREMENTS
15181 CONDENSATE DRAIN PIPING SYSTEMS
15196 NATURAL GAS PIPING SYSTEM
15700 HVAC EQUIPMENT
15731 PACKAGED HEATING AND AIR CONDITIONERS
15800 AIR DISTRIBUTION
15801 GENERAL DUCT REQUIREMENTS
15812 LOW-PRESSURE STEEL DUCTS
15815 NON-METAL DUCTS
15820 DUCT ACCESSORIES
15826 FIRE AND SMOKE DAMPERS
15851 DIFFUSERS, REGISTERS, AND GRILLES
15861 AIR FILTERS
15900 HVAC INSTRUMENTATION AND CONTROLS
15915 ELECTRIC AND ELECTRONIC CONTROL
END OF TABLE OF CONTENTS
02514
Perris Hill Sr. Center Expansion
1
Division 15
Table of Contents
SECTION 15051
GENERAL MECHANICAL REQUIREMENTS
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. General requirements and procedures for mechanical systems.
2. Responsibility for proper operation of electrically powered equipment furnished under this
Division.
3. Interface with Testing And Balancing Agency.
4. Furnish and install sealants relating to installation of systems installed under this Division.
5. Furnish and install Firestop Penetration Systems for mechanical system penetrations as
described in Contract Documents.
B. Products Supplied But Not Installed Under This Section
1 . Sleeves, inserts, 'supports, and equipment for mechanical systems installed under other
Sections.
C. Related Sections
1 . Sections Under 02500 Heading - Piped utilities
2. Section 07840 - Quality of Penetration Firestop Systems to be used on Project and submittal
requirements
3. Section 07920 - Quality of sealants used at building exterior
4. Section 09822 - Quality of acoustical sealants
5. Sections Under 09900 Heading - Painting of mechanical items requiring field painting
6. Section 16420 - Magnetic starters and thermal protective devices (heaters) not factory
mounted integral part of mechanical equipment
7. Division 16 - Raceway and conduit, unless specified otherwise, line voltage wiring, outlets.
and disconnect switches
8. Slots and openings through floors, walls, ceilings. and roofs provided under other Divisions in
their respective materials.
~
-
~
1.2 SUBMITTALS
A. Product Data
1. Manufacturer's catalog data for each manufactured item.
a. Provide section in submittal for each type of item of equipment. Include Manufacturer's
catalog data of each manufactured item and enough information to show compliance with
Contract Document requirements. Literature shall show capacities and size of equipment
used and be marked indicating each specific item with applicable data underlined.
b. Include name, address. and phone number of each supplier.
-
B. Shop Drawings
1. Schematic control diagrams for each separate fan system, heating system, control panel, etc.
Each diagram shall show locations of all control and operational components and devices.
Mark correct operating settings for each control device on these diagrams.
2. Diagram for electrical control system showing wiring of related electrical control items such as
firestats, fuses, interlocks, electrical switches, and relays. Include drawings showing electrical
power requirements and connection locations.
3. Drawing of each temperature control panel identifying components in panels and theirfunction.
4. Other shop drawings required by Division 15 trade Sections.
C. Closeout
1 . Operation And Maintenance Manual Data -
a. Modify and add to requirements of Section 01700 as follows
1) At beginning of MECHANICAL section of Operations And Maintenance Manual,
provide master index showing items included.
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Section 15051
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2) Provide name, address, and phone number of Architect, Architect's Mechanical
Engineer, General Contractor, and Mechanical, Sheet Metal, Refrigeration, and
Temperature Control subcontractors.
3) Provide operating instructions to include -
a) General description of each plumbing and mechanical system.
b) Step by step procedure to follow in putting each piece of mechanical equipment
into operation.
c) Provide diagrams for electrical control system showing wiring of items such as
smoke detectors, fuses, interlocks, electricai switches, and relays.
4) Identify maintenance instructions by using same equipment identification used in
Contract Drawings. Maintenance instructions shall include -
a) List of mechanical equipment used indicating name, model, serial number, and
name plate data of each item together with number and name associated with
each system item.
b) Manufacturer's maintenance instructions for each piece of mechanical
equipment installed in Project. Instructions shall include name of vendor,
installation instructions, parts numbers and lists, operation instructions of
equipment, and maintenance and lubrication instructions.
c) Summary list of mechanical equipment requiring lubrication showing name of
equipment, location, and type and frequency of lubrication.
d) Manual for thermostat published by manufacturer.
5) Include copies of approved shop drawings and copies of warranties required in
individual Sections of Division 15.
1.3 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies
1. Perform work in accordance with applicable provIsions of local Plumbing Code, Gas
Ordinances, and adoptions thereof. Provide materials and labor necessary to comply with
rules, regulations, and ordinances.
2. In case of differences between building codes, state laws, local ordinances, utility company
regulations, and Contract Documents, the most stringent shall govern. Promptly notify
Architect in writing of such differences.
B. Identification
1. Motor and equipment name plates as well as applicable UL and AGA labels shall be in place
when Project is turned over to Owner.
2. Materials shall bear Manufacturer's name and trade name. Equipment and materials of same
general type shall be of same make throughout work to provide uniform appearance,
operation, and maintenance.
1.4 DELIVERY, STORAGE, AND HANDLING
A. Storage
1. Stored material shall be readily accessible for inspection by Architect until installed.
2. Store items subject to moisture damage, such as controls, in dry, heated spaces.
B. Handling
1. Protect bearings during installation. Thoroughly grease steel shafts to prevent corrosion.
1.5 WARRANTY
A. Guarantee heating, cooling, and plumbing systems to be free from noise in operation that may
develop from failure to construct system in accordance with Contract Documents.
B. Provide certificates of warranty for each piece of equipment made out in favor of Owner. Clearly
record 'start-up' date of each piece of equipment on certificate.
C. If mechanical sub-contractor with offices located more than 150 miles from Project site is used,
provide service I warranty work agreement for warranty period with local mechanical sub-contractor
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Section 15051
General Mechanical Requirements
approved by Architect. Include copy of service I warranty agreement in warranty section of
Operation And Maintenance Manual.
1.5 SYSTEM START-UP
A. Off-Season Start-up
1. If Substantial Completion inspection occurs during heating season, schedule spring start-up
of cooling systems. If inspection occurs during cooling season, schedule autumn start-up for
heating systems.
2. Notify Owner seven days minimum before scheduled start-up.
3. Time will be allowed to completely service, test, check, and off-season start systems. During
allowed time, train Owner's representatives in operation and maintenance of system.
4. At end of off-season start-up, furnish Owner with letter confirming that above work has been
satisfactorily com pleted.
B. Preparations that are to be completed prior to start up and operation include, but are not limited to
following
1. Dry out electric motors and other equipment to develop and properly maintain constant
insulation resistance.
2. Make adjustments to insure that -
a. Equipment alignments and clearances are adjusted to allowable toierances. _
b. Nuts and bolts and other types of anchors and fasteners are properly and secureiy
fastened.
c. Packed, gasketed, and other types of joints are properly made up and are tight and free
from leakage.
d. Miscellaneous alignings, tightenings, and adjustings are completed so systems are tight
and free from leakage and equipment performs as intended.
3. Motors and accessories are completely operable.
4. Inspect and test electrical circuitry, connections, and voltages to be properly connected and
free from shorts.
5. Adjust drives for proper alignment and tension.
6. Make certain filters in equipment for moving air are new and of specified type.
1. Properly lubricate and run-in bearings in accordance with Manufacturer's directions and
recommendations.
1.6 OWNER'S INSTRUCTIONS
A. Instruct buiiding maintenance personnel and Stake Physical Facilities Representative in operation
and maintenance of mechanical systems utilizing Operation And Maintenance Manual when so
doing.
-
1. Minimum Instruction Periods
a. Mechanical and Refrigeration - One hour
b. Temperature Control - One hour
c. Fire Protection - Two hours
2. Instruction periods shall occur after Substantial Completion inspection when systems are ~.
properly working and before final payment is made. None of these instructional periods shall
overlap another.
PART 2 PRODUCTS - Not Used
PART 3 EXECUTION
3.1 EXAMINATION
A. Site Inspection
1. Examine premises to understand conditions which may affect performance of work of this
Division before submitting proposals for this work. Examine adjoining work on which _
mechanical work is dependent for efficiency and report work which requires correction.
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Section 15051
General Mechanical Requirements
~.
2. No subsequent allowance for time or money will be considered for any consequence related
to failure to examine site conditions.
B. Drawings
1. Plumbing and Mechanical Drawings show general arrangement of piping, ductwork,
equipment, etc. Follow as closely as actual building construction and work of other trades will
permit.
2. Consider Architectural and Structural Drawings part of this work insofar as these drawings
furnish information relating to design and construction of building. These drawings take
precedence over Plumbing and Mechanical Drawings.
3. Because of small scale of Drawings, it is not possible to indicate all offsets, fittings, and
accessories which may be required. Investigate structural and finish conditions affecting this
work and arrange work accordingly, providing such fittings, valves, and accessories required
to meet conditions.
C. Ensure that items to be furnished fit space available. Make necessary field measurements to
ascertain space requirements including those for connections and furnish and install equipment of
size and shape so final installation shall suit true intent and meaning of Contract Documents. If
approval is received by Addendum or Change Order to use other than originally specified items, be
responsible for specified capacities and for ensuring that items to be furnished will fit space
available.
3.2 PREPARATION
A. Check that slots and openings provided under other Divisions through floors, walls, ceilings, and
roofs are properly located. Perform cutting and patching caused by neglecting to coordinate with
Divisions providing siots and openings at no additional cost to Owner.
B. Changes Due To Equipment Selection
1. Where equipment specified or otherwise approved requires different arrangement or
connections from that shown in Contract Documents, submit drawings, if requested by
Architect, showing proposed installations.
2. If proposed changes are approved, install equipment to operate properly and in harmony with
intent of Contract Documents. Make incidental changes in piping, ductwork, supports,
installation, wiring, heaters, panel boards, and as otherwise necessary.
3. Provide any additional motors, valves, controllers, fittings, and other additional equipment
required for proper operation of the system resuiting from seiection of equipment, including all
required changes in affected trades,
4. Be responsible for the proper location of roughing-in and connections provided under other
Divisions.
3.3 INSTAllATION
A. Interface With Other Work
1. Electrical - Furnish exact location of electrical connections and complete information on motor
controls to installer of electrical system.
B. Cut carefully to minimize necessity for repairs to previously installed or existing work. Do not cut
beams, columns, or trusses.
C. locating Equipment
1. Arrange pipes, ducts, and equipment to permit ready access to valves, cocks, unions, traps,
filters, starters, motors, control components, and to clear openings of doors and access
panels.
2. Adjust locations of pipes, ducts, switches, panels, equipment, and fixtures to accommodate
work to interferences anticipated and encountered.
3. Install mechanical work to permit removal of equipment and parts of equipment requiring
periodic replacement or maintenance without damage to or interference with other parts of
equipment or structure.
4. Determine exact route and location of each pipe and duct prior to fabrication.
a. Right-Of-Way-
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Section 15051
General Mechanical Requirements
1) Lines which pitch shall have right-of-way over those which do not pitch. For
example, steam, steam condensate, and plumbing drains shall normally have
right-of-way.
2) Lines whose elevations cannot be changed shall have right-of-way over lines whose
elevations can be changed.
b. Offsets, Transitions, and Changes in Direction -
1) Make offsets, transitions, and changes in direction in pipes and ducts as required to
maintain proper head room and pitch of sloping lines whether or not indicated on
Drawings.
2) Furnish and install all traps, air vents, sanitary vents, and devices as required to
effect these offsets, transitions, and changes in direction.
D. Penetration Firestops - Install Penetration Firestop System appropriate for penetration at
mechanical system penetrations through walls, ceilings, roofs, and top plates of walls.
E. Sealants
1. Seal openings through building exterior caused by penetrations of elements of mechanical
systems.
2. Furnish and install acoustical sealant to seal penetrations through acoustically insulated walls
and ceilings.
3.4 REPAIR I RESTORATION
A. Each Section of this Division shall bear expense of cutting, patching, repairing, and replacing of
work of other Sections required because of its fault, error, tardiness, or because of damage done
by it.
1. Patch and repair walls, floors, ceilings, and roofs with materials of same quality and
appearance as adjacent surfaces unless otherwise shown.
2. Surface finishes shall exactiy match existing finishes of same materials.
B. Cutting, patching, repairing, and replacing pavements, sidewalks, roads, and curbs to permit
installation of work of this Division is responsibility of Section installing work.
-
3.5 CLEANING
A. Clean exposed piping, ductwork, equipment, and fixtures. Remove stickers from fixtures and adjust
flush vaives.
B. No more than one week before Final Inspection, flush out bearings and clean other lubricated
surfaces with flushing oil. Provide best quality and grade of lubricant speCified by Equipment
Manufacturer.
C. Replace filters in equipment for moving air with new filters of specified type no more than one week
before Final Inspection.
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Section 15051
General Mechanical Requirements
3.6 PROTECTION
A. Do not operate pieces of equipment used for moving supply air without proper air filters installed
properly in system.
B. After start-up, continue necessary lubrication and be responsible for damage to bearings while
equipment is being operated up to Substantial Completion.
END OF SECTION
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Section 15051
General Mechanical Requirements
SECTION 15075
MECHANICAL IDENTIFICATION
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install identification of equipment and piping as described in Contract Documents.
PART 2 PRODUCTS
2.1 LABELS
A. Equipment Identification - Black formica, with white reveal when engraved. Lettering to be 3/16
inch high minimum.
2.2 PAINT
-
A. One Coat Primer -
1 . 6-2 Quick Drying Latex Primer Sealer over fabric covers.
2. 6-205 Metal Primer under dark color paint
3. 6-6 Metal Primer under light color paint.
B. Finish Coats - Two coats 53 Line Acrylic Enamel.
C. Quality Standard - Paints specified are from Pittsburgh Paint & Glass (PPG), Pittsburgh, PA
(800) 441-9695 www.ppgaf.com
-
D. Approved Products
1. Paint of equal quality from following Manufacturers may be submitted for Architect's
approval before use. Maintain specified colors, shades, and contrasts.
a. Benjamin Moore, Montvale, NJ (888) 236-6667 or (201) 573-9600
www.benjaminmoore.com
b. ICI Dulux, Cleveland, OH (800) 984-5444 or (216) 984-5444 www.icidulux.com
c. Sherwin Williams, Cleveland, OH (800) 321-8194 or (216) 566-2000
www.sherwin-williams.com
PART 3 EXECUTION
3.1 APPLICATION
A. Labels
1. Identify following items with specified labels fastened to equipment with screws -
a. Thermostats and control panels in mechanical spaces
2. Labels shall contain following data engraved -
a. Equipment mark noted on Drawings (ie, CU-1)
b. Area served (ie, Classrooms)
B. Painting
1. Only painted legends, directional arrows, and color bands are acceptable.
2. Locate identifying iegends, directional arrows, and color bands at following points on exposed
piping of each piping system -
a. Adjacent to each item of equipment.
b. At point of entry and exit where piping goes through wall.
c. On each riser and junction.
~
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Section 15075
Mechanical Identification
"",,
d. Every 25 feet on long continuous lines.
e. Stenciled symbols shall be one inch high and black.
3.2 SCHEDULES
A. Schedule of Abbreviations for Pipe Stencils and Equipment Identification and Background Colors
for Pipe Identification
1. Apply stenciled symbols as follows -
Pipe Type Symbol
Potable Hot Water HW
Potable Cold Water CW
2. Apply stenciled symbols and continuous painting as follows
Pipe Type Pipe Color Svmbol
Gas Yellow GAS
END OF SECTION
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Section 15075
Mechanical Identification
SECTION 15081
DUCT INSULATION
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install thermal wrap duct insulation as described in Contract Documents.
B. Related Work
1. Section 15812 - Low-Pressure Steel Ducts
2. Section 15820 - Acoustic duct liner
1.2 REFERENCES
A. American Society for Testing and Materials
1. ASTM B 209-01, 'Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate'
~
PART 2 PRODUCTS
2.1 MATERIALS
A. Thermal Wrap Duct Insulation
1. 1-1/2 inch thick fiberglass with factory-laminated, reinforced aluminum foil scrim kraft facing
and density of one Ibl per cu ft.
2. Thermal Conductivity - 0.27 BTU inlHR SF deg Fat 75 deg F maximum.
3. Approved Products -
a. Type 100 standard duct insulation by Certainteed St Gobain, Valley Forge, PA
(800) 233-8990 or (610) 341-7739 www.certainteed.com
b. Microlite FSK by Johns-Manville, Denver, CO (800) 654-3103 or (303) 978-2000
www.jm.com
c. Duct Wrap FSK by Knauf Fiber Glass, Shelbyville, IN (800) 825-4434 or
(317) 398-4434 www.knauffiberglass.com
d. Alley Wrap FSK by Manson Insulation Inc, Brossard, BC, Canada (800) 626-7661 or
(450) 659-9101
e. FRK by Owens-Corning, Toledo, OH (800) 438-7465 or (419) 248-8000
www.owenscorning.com
B. Jackets
1. 0.020 inch thick smooth aluminum sheet meeting requirements of ASTM B 209.
2. 0.016 inch thick die-shaped fitting covers with factory-attached protective liner.
PART 3 EXECUTION
3.1 INSTAllATION
A. Thermal Wrap Duct Insulation
1. Install insulation as follows
a. On air ducts outside building insulation envelope.
b. On outside air ducts and combustion air ducts within building insulation envelope.
c. On other air ducts where indicated on Drawings.
2. Wrap insulation tightly on duct work with circumferential joints butted and longitudinal joints
overlapped minimum 2 inches.
a. Do not compress insulation except in areas of structural interference. Minimum thickness
at corners shall be one inch thick.
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Section 15081
Duct Insulation
b. Remove insulation from lap prior to stapling.
c. Staple seams at approximately 16 inches on center with outward clenching staples.
d. Seal seams with foil vapor barrier tape or vapor barrier mastic. Seal penetrations of
facing to provide vapor tight system.
B. Install jackets on exterior supply ductwork. Lap 2 inches and join panels with longitudinal clip joints.
Install jacket so as to prevent standing water on ductwork.
C. Insulate outside of ceiling diffusers, diffuser drops, and duct silencers same as ductwork.
END OF SECTION
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Section 15081
Duct Insulation
SECTION 15101
GENERAL PIPING REQUIREMENTS
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. General piping material requirements and installation procedures applicable to all piping
systems.
B. Related Sections
1. Section 15051 - General Mechanical Requirements
1.2 DELIVERY, STORAGE, AND HANDLING
A. Accept valves on site in shipping containers with labeling in place.
B. Provide temporary protective coating on cast iron and steel valves.
C. Provide temporary end caps and closures on piping and fittings. Maintain in place until installation.
PART 2 PRODUCTS
2.1 COMPONENTS
A. Pipe And Pipe Fittings - Use domestic made pipe and pipe fittings on Project. Weld-O-Let and
Screw-O-Let fittings are acceptable.
B. Sleeves
1. In Framing - Standard weight galvanized iron pipe, Schedule 40 PVC, or 14 ga galvanized
sheet metal two sizes larger than bare pipe or insulation on insulated pipe.
2. In Concrete - Sleeves through outside walls, interior shear walls, and footings shall be
scheduie 80 black steel pipe with welded plate.
2.2 MANUFACTURED UNITS
A. Valves - Valves of same type shall be of same manufacturer.
B. Pipe Hangers
1 . Adjustable, malleable iron clevis type, swivel loop type, or swivel split ring type of a diameter
adequate to support pipe size.
2. Approved Manufacturers -
a. Globe Strut by Globe Pipe Hanger
b. B-Line
c. Grinnell
d. Michigan Hanger
e. Superstrut
C. Oi-Electric Unions
1. Suitable for at least 175 PSIG WP at 250 deg F.
2. Approved Manufacturers -
a. EPCO
b. Victaulic
c. Watts Regulator
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Section 15101
General Piping Requirements
2.2 MANUFACTURERS
A. B-Line Systems, Highland, Il (800) 280-7994 or (618) 654-2184 www.bline.com
B. EPCO Products Inc, Fort Wayne, IN (800) 879-3726 or (219) 747-8888 www.epcoproducts.com
C. Globe Pipe Hanger Products Inc, Cleveland, OH (800) 338-3555 or (216) 362-6300
D. Grinnell Corp, Exeter, NH (603) 778-9200 www.grinnell.com
E. Michigan Hanger Company, Niles, OH (800) 333-0852 or (330) 544-4700
F. Superstrut by Thomas & Betts, Memphis, TN (800) 888-0211 or (901) 682-7766 www.tnb.com
G. Victaulic Company of America, Easton, PA (610) 559-3300 www.victualic.com
H. Watts Regulator Co, North Andover, MA (978) 688-1811 www.wattsreg.com
PART 3 EXECUTION
3.1 INSTALLATION
A. Interface With Other Work
1. Furnish sleeves, inserts, supports, and equipment that are to be installed by others in sufficient
time to be incorporated into construction as work proceeds. locate these items and see they
are properly installed.
B. Furnish and install complete system of piping, valved as indicated or as necessary to completely
control entire apparatus.
1. Pipe drawings are diagrammatic and indicate general location and connections. Piping may
have to be offset, lowered, or raised as required or directed at site. This does not relieve this
Division from responsibility for proper erection of systems of piping in every respect.
2. Arrange piping to not interfere with removal of other equipment, ducts, or devices, or block
access to doors, windows, or access openings.
a. Arrange so as to facilitate removal of tube bundles.
b. Provide accessible flanges or ground joint unions, as applicable for type of piping
specified, at connections to equipment and on bypasses.
1) Make connections of dissimilar metals with di-electric unions.
2) Install valves and unions ahead of traps and strainers. Provide unions on both sides
of traps.
c. Do not use reducing bushings, street elbows, bull head tees, close nipples, or running
couplings.
d. Install piping systems so they may be easily drained. Provide drain valves at low points
and manual air vents at high points in hot water heating and cooling water piping.
e. Install piping to insure noiseless circulation.
f. Place valves and specialties to permit easy operation and access. Valves shall be
regulated, packed, and glands adjusted at completion of work before final acceptance.
3. Do not install piping in shear walls.
C. Properly support piping and make adequate provisions for expansion, contraction, slope, and
anchorage.
1. Cut piping accurately for fabrication to measurements established at site. Remove burr and
cutting slag from pipes.
2. Work piping into place without springing or forcing. Make piping connections to pumps and
other equipment without strain at piping connection. Remove boits in flanged connections or
disconnect piping to demonstrate that piping has been so connected, if requested.
3. Make changes in direction with proper fittings.
4. Except for underground pipe, suspend piping from roof trusses or ciamp to vertical walls using
Unistrut and clamps. Do not hang pipe from other pipe, equipment, or ductwork. laying of
piping on any building element is not allowed.
5. Supports For Horizontal Piping -
a. Support metal piping at 96 inches on center maximum for pipe 1-1/4 inches or larger and
72 inches on center maximum for pipe 1-1/8 inch or less.
b. Support thermoplastic pipe at 48 inches on center maximum.
c. Provide support at each elbow. Install additional support as required.
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Section 15101
General Piping Requirements
6. Supports for Vertical Piping -
a. Place riser clamps at each floor or ceiling level.
b. Securely support clamps by structural members which in turn are supported directly from
building structure.
c. Provide clamps as necessary to brace pipe to wall.
7. Insulate hangers for copper pipe from piping by means of at least two layers of Scotch 33
plastic tape.
8. Expansion of Thermoplastic Pipe -
a. Provide for expansion in every 30 feet of straight run.
b. Provide 12 inch offset below roof line in each vent line penetrating roof.
D. Provide spring clamp plates (escutcheons) where pipes run through walls, floors, or ceilings and are
exposed in finished locations of buiiding. Plates shall be chrome plated heavy brass of plain pattern
and shall be set tight on pipe and to building surface.
-.
3.2 FIELD QUALITY CONTROL
A. Site Tests
1. Perform tests on mechanical piping systems. Furnish devices required for testing purposes.
2. Replace material or workmanship proven defective with sound material at no additional cost
to Owner. Repeat tests on new material, if requested.
3.3 CLEANING
A. Remove dirt, grease, and other foreign matter from each length of piping before installation.
1. After each section of piping used for movement of water or steam is installed, flush with clean
water, except where specified otherwise.
2. Arrange temporary flushing connections for each section of piping and arrange for flushing total
piping system.
3. Provide temporary cross connections and water supply for flushing and drainage and remove
after completion of work.
-
3.4 PROTECTION
A. Protect piping systems from entry of foreign materials by temporary covers, com pleting sections of
the work, and isolating parts of completed system. Cap or plug open ends of pipes and equipment
to keep dirt and other foreign materials out of system. Do not use plugs of rags, wool, cotton waste,
or similar materials.
END OF SECTION
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Section 15101
General Piping Requirements
SECTION 15181
CONDENSATE DRAIN PIPING SYSTEMS
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install condensate drain piping as described in Contract Documents.
B. Related Sections
1. Section 15101 - General Piping Requirements
PART 2 PRODUCTS
2.1 MATERIALS
A. Condensate Drains
1. Type M copper for condensate drains from roof top units.
2. 3 inch deep seal. vented water trap adjacent to cooling coil connection.
2.2 MANUFACTURED UNITS
A. Condensate Pump
1. Rated at 225 gph at 15 feet total head. Complete with one gallon polystyrene tank with pump
and automatic fioat control. 1/5 hp, 120 V, one phase, 60 Hertz.
2. Condensate piping shall be Type M copper or Schedule 40 PVC.
3. Approved Products -
a. No. CU551 UL by Beckett Pumps, (888) 232-5388 www.beckettpumps.com
b. No. VCL45S by lillie Giant Pump Co, Oklahoma City, OK (405) 947-2511 www.lgpc.com
PART 3 EXECUTION
3.1 INSTAllATION
A. Condensate Drains
1. Support piping and protect from damage.
2. Do not combine PVC condensate drain piping from furnace combustion chamber with copper
condensate drain piping from cooling coil.
END OF SECTION
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Section 15181
Condensate Drain Piping Systems
SECTION 15196
NATURAL GAS PIPING
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Perform excavation and backfill required for work of this Section.
2. Furnish and install gas piping and fittings within building and from building to meter including
connection to meter as described in Contract Documents.
B. Related Sections
1. Section 02315 - Procedure and quality of excavating, backfilling, and compacting
2. Section 02554 - Gas line from meter to main
3. Sections Under 09900 Heading - Painting of exterior piping
4. Section 15101 - General Piping Requirements
~
1.2 REFERENCES
A. American Society For Testing And Materials
1. ASTM A 53-01, 'Standard Specification for Pipe, Steel and Hot-Dipped, Zinc-Coated, Welded
and Seamless'
2. ASTM A 234-00a, 'Standard Specification for Piping Fittings of Wrought Carbon Steel and Alloy
Steel for Moderate and Elevated Temperature Service'
3. ASTM 0 2513-00, 'Standard Specification for Thermoplastic Gas Pressure Pipe, Tubing, and
Fittings'
1.3 QUALITY ASSURANCE
A. Qualifications
1. Welders shall be certified and bear evidence of certification 30 days before commencing work
on project. If there is doubt as to proficiency of welder, Owner's Representative may require
welder to take another test. This shall be done at no cost to Owner. Certification shall be by
Pittsburgh Testing Laboratories or other approved authority.
2. Polyethylene pipe installers shall be properly trained and certified in procedure for joining
polyethylene pipe.
-
1.4 DELIVERY, STORAGE, AND HANDLING
A. Do not store polyethylene pipe so it is exposed to sunlight.
PART 2 PRODUCTS
2.1 COMPONENTS
A. Above-Ground Pipe And Fittings - Black carbon steel, butt welded, Schedule 40 pipe meeting
requirements of ASTM A 53. Welded forged steel fittings meeting requirements of ASTM A 234 or
standard weight malleable iron screwed.
B. Below-Ground Pipe And Fittings - Polyethylene pipe and fittings meeting requirements of
ASTM 0 2513 with No. 14 coated copper trace wire.
2.2 MANUFACTURED UNITS
A. Valves
1 . 125 psi bronze body ball valve, UL listed
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Perris Hill Sr. Center Expansion
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Section 15196
Natural Gas Piping
2. Approved Products -
a. Apollo Series 80-100 by ConBraCo
b. FIG-30-A by Jenkins Valves
c. Model T -204 by Jomar International
d. 3410 by McDonald Valves & Fittings
e. BCI-100T (with tee handle) by Milwaukee Valve
f. 'Red Cap' gas ball valve by PGl Corp
g. Model B-6000-Ul by Watts Regulator
B. Cocks
1 . Gauge Cocks - Conbraco #41-560 bronze gauge cock.
2. lubricated Balancing Cocks -
a. Square head type suitable for 175 psig wog at 150 deg F.
b. Wrench handle for each valve.
c. 2 inches And Smaller -
1) Cast iron body with screwed connections.
2) Approved Products -
a) Powell - 2200
b) Walworth - 1796
d. 2-1/2 to 5 inches -
1) Cast iron body with flanged connections.
2) Approved Products -
a) Powell - 2201
b) Walworth - 1797F
e. 6 inches And larger -
1) Cast iron body with flanged connections.
2) Approved Products -
a) Powell - 2201
b) Walworth - 1718F
C. Seismic Valves
1. Natural gas seismic shut-off valves.
a. Rate at maximum 20 psi pressure with positive seating from minus 40 deg F to plus 150
deg F for exterior mounting near gas meter.
b. Ul listed valve, factory set for UBC Seismic Zone 3 / 4 rating or IBC Seismic Design
Categories C, D, and E..
c. Size 2 inch flanged minimum - 0.1 inch water column maximum allowable pressure-drop
through valve with available pressure of 4 oz.
d. Approved Product -
1) KOSO HPF Series
2.3 MANUFACTURERS
A. ConBraCo Industries, Inc, Matthews, NC (704) 841-6000 www.conbraco.com
B. Jenkins Valves Inc, Bolingbrook, Il (800) 241-6560 www.cranevalve.com
C. Jomar International, Madison Heights, MI (800) 325-5690 www.jo-mar.com
D. KOSO by Pacific Seismic Products Inc, lancaster, CA (800) 442-7633 or (661) 942-4499
www.psp4gasoff.com
E. McDonald Valves & Fittings Inc, Oklahoma City, OK (405) 631-0808
F. Milwaukee Valve Co, Milwaukee, WI (414) 744-5240 www.milwaukeevalve.com
G. Powell Valves, Cincinnati, OH (513) 852-2000 www.powellvalves.com
H. 'Red Cap' gas ball valve by PGl Corp,
I. Walworth Company, Houston, TX (800) 735-6007 or (713) 777-7788 www.walworthvalve.com
J. Watts Regulator Co, North Andover, MA (978) 688-1811 www.wattsreg.com
PART 3 EXECUTION
3.1 INSTAllATION
A. Steel pipe installed through air plenums, in walls, and pipes 2-1/2 inches and larger shall have
welded fittings and joints. Other steel pipe may have screwed or welded fittings.
02514
Perris Hill Sr. Center Expansion
2
Section 15196
Natural Gas Piping
B. Lay underground pipe in accordance with Manufacturer's recommendations and local gas utility
company regulations and specifications.
1. Provide 24 inch minimum steel pipe between vertical rise of riser and end of polyethylene line
if anode-less riser is not used. Use plastic-to-steel transition or compression fitting between
end of polyethylene line and steel meter riser. Provide cathodic protection for steel riser or use
anode-less riser.
2. Place tracer wire along side of polyethylene pipe from meter to point where pipe rises inside
building.
3. Place 4 inches of sand around gas line buried underground.
4. Do not install gas piping under building floor slabs-on-grade.
C. On lines serving gas-fired equipment, install gas cocks adjacent to equipment outside of equipment
cabinet and easily accessible.
D. Install 6 inch long minimum dirt leg, with pipe cap, on vertical gas drop serving each gas-fired
equipment unit.
E. Use fittings for changes of direction in pipe and for branch runouts.
F. Install seismic valve in 24 inch long pipe section anchored to building wall at each end.
3.2 FIELD QUALITY CONTROL
A. Site Tests - Before pipes are buried or concealed from view, test systems in Architect's presence
at 60 psig for 4 hours and show no drop in pressure.
END OF SECTION
02514
Perris Hill Sr. Center Expansion
3
Section 15196
Natural Gas Piping
SECTION 15556
FLUES
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install flues as described in Contract Documents.
B. Related Sections
1 . Sections Under 09900 Heading - Painting
2. Section 15051 - General Mechanical Requirements
PART 2 PRODUCTS
2.1 MANUFACTURED UNITS
A. Flues
1. Double wall, prefabricated sectional type 'B', of aluminum construction designed to handle
combustion products of fuel being used. Provide with inspection cap as required by local code,
roof flashing, and clean-out.
2. Size flues according to local codes except -
a. No vertical flue shall have an area of less than 12-1/2 sq inches, 4 inches in diameter.
b. In no case shall vent connector be smaller than outlet collar provided by Manufacturer.
3. Horizontal flue connectors shall be double wall.
4. Fittings shall be pre-fabricated double wail.
5. Approved Products -
a. Ameri-Vent by AMPCO American Metal Products, Olive Branch, MS (800) 423-4270
or (601) 890-8000 www.ameri-pro.com
b. Metal-Fab lnc, Wichita, KS (800) 835-2830 or (316) 943-2351 www.mtlfab.com
c. Metlvent, Div Hart & Cooley, Holland, Ml (800) 748-0392 or (616) 392-7855
www.hartandcooley.com
d. Selkirk Metalbestos, Logan, OH (800) 992-8368 or (614) 385-5671
www.selkirkusa.com
e. Simpson Dura-Vent Co, Vacaville, CA (800) 227-7374 or (707) 446-1786
www.duravent.com
2.2 ACCESSORIES
A. Vent Caps
1. Non-backdraft type for installation on top of flue, aluminum construction.
2. Approved Products -
a. Mastervent Type MVR by Acme Engineering & Manufacturing Corp, Muskogee, OK
(918) 682-7791 www.acmefan.com
b. Ameri-cap by AMPCO American Metal Products, Olive Branch, MS (800) 423-4270 or
(601) 890-8000 wwW.ameri-pro.com
c. Type L by Breidert Air Products, Jacksonville, FL (904) 731-4721 www.breidert.com
PART 3 EXECUTION
3.1 INSTALLATION
A. Height of flue above roof shall be as shown on Drawings unless local code requires it be higher.
02514
Perris Hill Sr. Center Expansion
1
Section 1 5556
Flues
B. Every portion of flue connector shall have rise of one inch per ft minimum from appliance to vertical
flue.
C. Length of horizontal flues or flue connectors shall not be longer than 75 percent of height of vertical
flue between point at which horizontal flue enters vertical flue to top of vertical flue. In no case shall
horizontal run exceed 15 feet.
D. When two or more flue connections enter common vertical flue, smaller flue connector shall enter
at higher level. Do not enter flue connectors in same horizontal plane.
E. Every gas appliance flue shall have a 'backdraft preventer' installed at top of flue.
END OF SECTION
02514
Perris Hill Sr. Center Expansion
2
Section 15556
Flues
SECTION 15731
PACKAGED HEATING AND AIR CONDITIONERS
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install packaged air conditioning units as described in Contract
Documents.
B. Related Sections
1. Section 15051 - General Mechanical Requirements
1.2 SYSTEM DESCRIPTION
A. Performance Requirements
1. SEER rating as defined by ARI shall be not less than 10.0 for units 5 tons and smaller.
2. EER rating as defined by ARI shall be not less than 9.5 for units larger than 5 tons.
1.3 QUALITY ASSURANCE
A. Regulatory Requirements
1. Air-Cooled Condensing Unit Section shall be UL approved and rated according to ARI
Standards.
2. Air delivery of units certified in accordance with standard test code for centrifugal fans
adopted by AMCA.
3. Furnace sections shall be AGA approved.
1.4 DELIVERY, STORAGE, AND HANDLING
A. Ship units with lifting angles and fully charged with refrigerant R-22.
1.5 WARRANTY
A. 5 year warranty on compressors.
PART 2 PRODUCTS
2.1 MANUFACTURED UNITS
A. Air Conditioning Units
1. Units shall be compietely factory assembled and tested. Units shall include
following components and features -
a. Condenser coils
b. Condenser fans and motors
c. Interconnected wiring
d. Prewired control panel
e. Filter section
f. Factory installed 100 percent modulating economizer cycle including motorized
dampers and controls (Chapel and Cultural Hall only)
g. Corrosion resistant all-weather cabinet
2. Air-Cooled Condensing Unit Section -
a. Unit shall contain a strainer-dryer.
b. Furnish unit with time delay or cycle protection to prevent short cycling.
c. Condenser Coil - 1/2 inch outside diameter copper tube with aluminum fins.
02514
Perris Hill Sr. Center Expansion
1
Section 15731
Packaged Heating & Air Conditioners
3.
d. Compressor -
1) Hermetic or semi-hermetic type mounted on vibration isolators.
2) Equip with crankcase heater.
e. Condenser Fan - Axial flow type propeller fan.
f. Refrigerant Coils - Constructed of copper tubes with mechanically bonded
aluminum plate fins.
g. Refrigerant lines shall have -
1) Flexible connections
2) Suction and liquid line service valves
3) Charging valves
4) Receiver valve
Furnace Section -
a. Aluminized or chromized heat exchanger.
b. Built-in draft diverter.
c. Gas shut-off valve.
d. High limit switches.
e. Fan switch safety pilot and control transformer.
f. Automatic electric ignition.
Fan Section -
a. Centrifugal Fan - One or more.
1) Double inlet.
2) Double width forward curved Class I.
3) Constructed and tested in accordance with AMCA requirements.
b. Furnish with flexible connections with weather protection on supply and return
air take-offs.
Controls - low ambient and dual pressure. Pre-wired.
Cabinets - Galvanized, weather-proof, and coated inside and outside with corrosion-
resistant paint.
Quality Standard - Lennox
Acceptable Manufacturers -
a. Carrier Corp, Syracuse, NY (800) 227-7437 www.carrier-commercial.com
b. Lennox Industries, Dallas, TX (972) 497-5000 www.lennox.com
c. Trane Co, la Crosse, WI (608) 787-2000 www.trane.com
~
4.
5.
6.
7.
8.
2.2 ACCESSORIES
A. Roof Curbs
PART 3 EXECUTION
3.1 INSTAllATION
A. Install units on roof curbs.
3,2 FIELD QUALITY CONTROL
A. Manufacturer's Field Service - Equipment Manufacturer to provide start-up service.
END OF SECTION
02514
Perris Hill Sr. Center Expansion
2
Section 1 5731
Packaged Heating & Air Conditioners
SECTION 15801
GENERAL DUCT REQUIREMENTS
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. General procedures and requirements for ductwork.
2. Repair leaks in ductwork, as identified by smoke test, at no additional cost to Owner.
B. Related Sections
1. Section 09822 - Quality of acoustic sealant
2. Section 13352 - Air test and balance and smoke testing of ductwork
2. Section 15051 - General Mechanical Requirements
1.2 SUBMITTALS
A. Sam pies - Sealer and gauze proposed for sealing ductwork.
B. Quality Assurance I Control
1. Manufacturer's installation manuals providing detailed instructions on assembly, joint sealing,
and system pressure testing for leaks.
2. Specification data on sealer and gauze proposed for sealing ductwork.
1.3 QUALITY ASSURANCE
A. Requirements - Construction details not specifically called out in this Section shall conform to.
applicable requirements of SMACNA HVAC Duct Construction Standards.
B. Pre-Installation Conference - Schedule conference immediately before installation of ductwork.
PART 2 PRODUCTS
A. Finishes, Where Applicable - Coiors as selected by Architect.
B. Duct Hangers
1. One inch by 18 ga galvanized steel straps or steel rods as shown on Drawings, and spaced
not more than 96 inches apart. Do not use wire hangers.
2. Attaching screws at trusses shall be 2 inch NO.1 0 round head wood screws. Nails not allowed.
PART 3 EXECUTION
3.1 INSTAllATION
A. During installation, protect open ends of ducts by covering with plastic sheet tied in place to prevent
entrance of debris and dirt.
B. Make necessary allowances and provisions in installation of sheet metal ducts for structural
conditions of building. Revisions in layout and configuration may be allowed, with prior written
approval of Architect. Maintain required airflows in suggesting revisions.
C. Hangers And Su pports
1. Install pair of hangers close to each transverse joint and elsewhere as required by spacing
indicated in table on Drawings.
02514
Perris Hill Sr. Center Expansion
1
Section 15801
General Duct Requirements
2. Install upper ends of hanger securely to floor or roof construction above by method shown on
Drawings.
3. Attach strap hangers to ducts with cadmium-plated screws. Use of pop rivets or other means
will not be accepted.
3.2 CLEANING
A. Clean interior of duct systems before final completion.
END OF SECTION
02514
Perris Hill Sr. Center Expansion
2
Section 15801
General Duct Requirements
SECTION 15812
LOW-PRESSURE STEEL DUCTS
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install above-grade low-pressure steel ducts and related items as described in
Contract Documents.
B. Products Installed But Not Furnished Under This Section
1. Air Coils
2. Duct smoke detectors
C. Related Sections
1 . Section 13352 - Smoke testing
2. Section 15081 - Thermal Insulation for ducts, plenum chambers, and casings
3. Section 15761 - Furnishing of air coils
4. Section 15801 - General Duct Requirements
5. Section 15915 - Temperature control damper actuators and actuator linkages
6. Section 16935 - Furnishing of duct smoke detectors
1.2 REFERENCES
A. American Society For Testing And Materials
1. ASTM A 653-00, 'Standard Specification for Steei Sheet, Zinc-Coated (Galvanized) or Zinc-Iron
Alloy-Coated (Galvannealed) by the Hot-Dip Process'
PART 2 PRODUCTS
2.1 COMPONENTS
A. Sheet Metal
1. Fabricate ducts, plenum chambers and casings of zinc-coated, lock-forming quality steel
sheets meeting requirements of ASTM A 653, with G 60 coating.
B. Ducts
1 . Round Duct -
a. Spirai Seam - 28 ga minimum for ducts up to and including 14 inches in diameter.
b. Longitudinal Seam -
1) 28 ga minimum for ducts up to and including 8 inches in diameter.
2) 26 ga minimum for ducts over 8 inches and up to 14 inches in diameter.
2. Duct with height or width over 36 inches shall be fabricated using SMACNA T -24 flange joints
or of pre-fabricated systems as follows -
a. Ducts with sides over 36 inches up to 48 inches - Transverse duct joint system by
Ductmate /25, Nexus, Ward, or WDCI (Lite) (SMACNA 'E' or 'G' Type connection).
b. Ducts 48 Inches And Larger - Ductmate / 35, Nexus, or WDCI (Heavy) (SMACNA 'J'
Type connection).
c. Approved Manufacturers -
1) Ductmate Industries Inc, East Monongahela, PA (800) 245-3188 or (724) 258-0500
www.ductmate.com
2) Nexus, Exanno Corp, Buffalo, NY (716) 849-0545
3) Ward Industries Inc, Pittsburgh, PA (800) 466-9374 or (512) 653-7777
www.wardind.com
4) WDel, Pittsburg, PA (800) 248-2355 or (724) 258-0500
02514
Perris Hill Sr. Center Expansion
1
Section 15812
Low-Pressure Steel Ducts
C. Duct Sealer For Interior Ducts
1 . Approved Products -
a. Duct Butter or Butter Tak by Cain Manufacturing Co Inc, Pelham, AL (800) 554-0342
or (205) 663-2200 www.cainmfg.com
b. DP 1010 by Design Polymerics, Fountain Valley, CA (800) 641-0808 or
(714) 432-0600 www.designpoly.com
c. S2 by Duro Dyne, Farmingdale, NY (800) 899-3876 or (516) 249-9000
www.durodyne.com
d. Versa Grip 102 by Hardcast Inc, Wylie, TX (800) 527-7092 or (972) 442-6545
www.hardcast.com
e. 15-325 by Kingco, King Adhesive Corp, St Louis, MO (800) 233-8171 or
(314) 772-9953
f. 44-41 by Mon-Eco Industries Inc, East Brunswick, NJ (800) 899-6326 or
(908) 257-7942
g. Airseal #11 by Polymer Adhesive Sealant Systems Inc, Irving, TX (888) 721-7325
h. Multipurpose Duct Sealant by Trans-Continental Equipment Co,
I. Water Base Duct Sealer by United McGill Corp, Columbus, OH (800) 624-5535 or
(614) 836-9981 www.unitedmcgillcorp.com
-
-
D. Duct Sealer For Exterior Ducts
1. Approved Products -
a. Hardcast Tape and RTA-50 adhesive by Hardcast Inc, Wylie, TX (800) 527-7092 or
(972) 442-6545 www.hardcast.com
2.2 FABRICATION
A. Ducts
1. Straight and smooth on inside with joints neatly finished.
2. Ducts shall be large enough to accommodate inside acoustic duct liner. Dimensions shown
on Drawings are net clear inside dimensions after duct liner has been installed.
3. Duct panels through 48 inch dimension having acoustic duct liner need not be crossbroken or
beaded. Cross break unlined ducts, duct panels larger than 48 inch vertical and horizontal
sheet metal barriers, duct offsets, and elbows, or bead 12 inches on center.
a. Apply cross-breaking to sheet metal between standing seams or reinforcing angles.
b. Center of cross-break shall be of required height to assure surfaces being rigid.
4. Duct drops to diffusers shall be round, square, or rectangular to accommodate diffuser neck.
Drops shall be same gauge as branch duct.
a. Seal joints air tight.
b. Externally insulate round drops.
c. Internally line square and rectangular drops
....
PART 3 EXECUTION
3.1 INSTALLATION
A. Interface With Other Work - Reseal transverse joint duct leaks and seal longitudinal duct joint
leaks discovered during air test and balance procedures specified in Section 13352, at no additional
cost to Owner.
B. Install internal ends of slip joints in direction of flow. Seal transverse and longitudinal joints air tight
using specified duct sealer. Cover horizontal and longitudinal joints on exterior ducts with two layers
of specified tape installed with specified adhesive.
B. Securely anchor ducts and plenums to building structure with specified duct hangers attached with
screws. Do not hang more than one duct from a duct hanger. Brace and install ducts so they shall
be free of vibration under all conditions of operation.
C. Ducts shall not bear on top of structural members.
D. Paint ductwork visible through registers, grilles, and diffusers flat black.
02514
Perris Hill Sr. Center Expansion
2
Section 15812
low-Pressure Steel Ducts
E. Properly flash where ducts protrude above roof.
F. Under no conditions will pipes, rods, or wires be allowed to penetrate ducts.
END OF SECTION
02514
Perris Hill Sr. Center Expansion
3
Section 15812
Low-Pressure Steel Ducts
SECTION 15815
NON-METAL DUCTS
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1 . Furnish and install supply air branch duct runouts to diffusers as described in Contract
Documents.
B. Related Sections
1. Section 15801 - General Duct Requirements
PART 2 PRODUCTS
2.1 COMPONENTS
A. Ducts
1. Formable, flexible, circular duct which shall retain its cross-section, shape, rigidity, and shall
not restrict air flow after bending.
2. Insulation - Nominal 1-112 inches, 3/4 Iblcu ft density fiberglass insulation with air-tight,
polyethylene or polyester core, sheathed in seamless vapor barrier jacket factory installed over
flexible assembly.
3. Assembly, including insulation and vapor barrier, shall meet Class I requirement of NFPA 90A-
1989 and be UL 181 rated, with flame spread of 25 or less and smoke developed rating of 50
or under.
4. Approved Products -
a. AN CO-FLEX 4625 by Anco Products Inc, Elkhart, IN (800) 837-2626 or
(574) 213-5574 www.ancoproductsinc.com
b. PFIUPC #090 by Flex-Aire,
c. RJ-30 by Flexible Air Movers Inc,
d. G-KM by Thermaflex by Flexible Technologies, Abbeville, SC (864) 459-5441
www.wereflexibie.com
e. Type 4m Insulated by Flexmaster USA Inc, Houston, TX (713) 462-7694
www.flexmasterusa.com
_.
"'"
~
B. Cinch Bands - Nylon, 3/8 inch removable and reusable type.
PART 3 EXECUTION
3.1 INSTALLATION
A. Install duct in fully extended condition free of sags and kinks, using 72 inch maximum lengths.
B. Make duct connections by coating exterior of duct collar for 3 inches with duct sealer and securing
duct in place over sheet metal collar with specified cinch bands.
END OF SECTION
02514
Perris Hill Sr. Center Expansion
1
Section 15815
Non-Metal Ducts
SECTION 15820
DUCT ACCESSORIES
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install duct accessories in specified ductwork as described in Contract
Documents.
B. Related Sections
1. Section 15801 - General Duct Requirements
2. Section 15915 - Temperature control damper actuators and actuator linkages
1.2 REFERENCES
A. American Society for Testing and Materials
1. ASTM A 653-00, 'Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron
Alloy-Coated (Galvannealed) by the Hot-Dip Process'
2. ASTM C 665-98, 'Standard Specification for Mineral-Fiber Blanket Thermal Insulation for Light
Frame Construction and Manufactured Housing'
3. ASTM C 1071-00, 'Standard Specification for Fibrous Glass Duct Lining Insulation (Thermal
and Acoustical Material)'
PART 2 PRODUCTS
2.1 COMPONENTS
A. Acoustical Duct Liner
1. One inch thick, 1-1/2Ib density fiberglass conforming to requirements of ASTM C 1071. Liner
will not support microbial growth when tested in accordance with ASTM C 665.
2. Approved Products -
a. Ultralite or ToughGard by CertainTeed
b. Duct Liner E-M by Knauf Fiber Glass
c. Akousti-Liner by Manson Insulation
d. Aerofiex Plus by Owens Corning
e. Linacoustic by Johns-Manville
2. Adhesive-
a. Approved Water-Based Products -
1) Cain - Hydrotak
2) Design Polymerics - DP2501 or DP2502 (CMCL-2501)
3) Duro Dyne - WSA
3) Hardcast - IA-901
4) Kingco - 10-568
5) Miracle - PF-101
6) Mon-Eco - 22-67
7) Polymer Adhesive - Glasstack #35
8) Techno Adhesive - 133
9) United McGill - Uni-tack
b.
1) Cain - Safetak
2) Duro Dyne - FPG
3) Hardcast - Glas-Grip 648-NFSE
4) Kingco - 15-137
02514
Perris Hill Sr. Center Expansion
1
Section 15820
Duct Accessories
5) Miracle - PF-91
6) Mon-Eco - 22-24
7) Polymer Adhesive - Q-Tack
8) Techno Adhesive - 'Non-Flam' 106
3. Fasteners-
a. Adhesively secured fasteners not allowed.
b. Approved Products -
1) AGM Industries Inc - 'DynaPoint' Series RP-9 pin
2) Cain
3) Duro Dyne
4) Omark dished head 'Insul-Pins'
5) Gripnails may be used if each nail is installed by 'Grip Nail Air Hammer' or by
'Automatic Fastener Equipment' in accordance with Manufacturer's
recommendations.
B. Flexible Equipment Connections
1. 30 oz closely woven UL approved glass fabric, double coated with neoprene.
2. Fire retardant, waterproof, air-tight, resistant to acids and grease, and withstand constant
temperatures of 250 deg F.
3. Approved Products -
a. Cain - N-100
b. Duro Dyne - MFN
c. Elgen - ZLN
d. Venlfabrics - Ventglas
e. Ductmate - ProFlex
C. Duct Access Doors
1. Factory built insulated access door with hinges and sash locks. Construction shall be
galvanized sheet metal, 24 ga minimum.
2. Fire and smoke damper access doors shall have minimum ciear opening of 12 inches square
or larger as shown on Drawings.
3. Approved Products -
a. Air Balance - Fire/Seai FSA 100
b. Air-Rite - Model HAD-2
c. Cesco - HDD
d. Flexmaster - Spin Door
e. Kees Inc - ADH-D
f. Nailor - 085H-01
g. Pottorff - 60-HAD
h. Ruskin - ADH-24
I0OI,.
D. Dampers And Damper Accessories
1. Locking Quadrant Damper Regulators
a. Approved Products -
1) Duro Dyne - KS-38
2) Ventfabrics - Venlline 555
3) Young - No.1
2. Concealed Ceiling Damper Regulators
a. Approved Products
1) Cain
2) Duro Dyne
3) Metco Inc
4) Ventfabrics - 666 Ventlok
5) Young - 301
3. Volume Dampers -
a. Factory-manufactured 16 ga galvanized steel, single blade and opposed blade type with
3/8 inch axles and end bearings. Blade width 8 inches maximum. Blades shall have 1/8
inch clearance all around.
1) Damper shall operate within acoustical duct liner.
2) Provide channel spacer equal to thickness of duct liner.
02514
Perris Hill Sr. Center Expansion
2
Section 15820
Duct Accessories
b. Dampers above removable ceiling and in Mechanical Rooms shall have locking quadrant
on bottom or side of duct. Otherwise, furnish with concealed ceiling damper regulator and
cover plate.
c. Approved Products -
1) Air-Rite - Model CD-2
2) American Warming - VC-2-AA
3) Arrow - OBDAF-207
4) C&S - AC40
5) Cesco - AGO
6) Daniel - CD-OB
7) Greenheck - VCD-20
8) Pottorff - CD-42
9) Ruskin - MD-35
10) UTEMP - CD-OB
4. Motorized Outside Air Dampers
a. Low leakage type. AMCA certified.
b. Damper Blades -
1) Steel or aluminum airfoil type with mechanically locked blade seals, 8 inch blade
width maximum measured perpendicular to axis of damper.
2) Jamb seals shall be flexible metal compression type.
3) Opposed or single blade type.
c. Make provision for damper actuators and actuator linkages to be mounted external of air
flow.
d. Approved Products -
1) Air Balance - AC 526
2) American Warming - AC526
3) Arrow - AFD-20
4) C&S - AC50
5) Cesco - AG03
6) Honeywell - D-643
7) Pottorff - CD-52
8) Ruskin - CD-60
5. Backdraft Dampers -
a. Backdraft blades shall be nonmetallic neoprene coated fiberglass type.
b. Stop shall be galvanized steel screen or expanded metal, 1/2 inch mesh.
c. Frame shall be galvanized steel or extruded aluminum alloy.
d. Approved Products -
1) Air-Rite - Model FBDD-3
2) American Warming - BD-15
3) C & S - BD30
4) Cesco - FBD 101
5) Daniel - FBD-HN
6) Pottorff - 50FBD
7) Ruskin - NMS2
8) UTEMP - BFEA
E. Air Turns
1. Single thickness vanes. Double thickness vanes not acceptable.
2. 4-112 inch wide vane rail. Junior vane rail not acceptable.
F. Branch Tap for Flexible Ductwork
1. Factory-manufactured rectangular-to-round 45 degree leading tap fabricated of 24 ga zinc-
coated lock-forming quality steel sheets meeting requirements of ASTM A 653, with G-90
coating.
2. One inch wide mounting flange with die formed corner clips, pre-punched mounting holes, and
adhesive coated gasket.
3. Manual Volume Damper -
a. Single blade, 22 ga minimum
b. 3/8 inch minimum square rod with brass damper bearings at each end.
c. Heavy duty locking quadrant on 1-1/2 inch high stand-off mounting bracket attached to
side of round duct.
02514
Perris Hill Sr. Center Expansion
3
Section 15820
Duct Accessories
4. Approved Products -
a. HET by Air-Rite
b. HETD-L by Daniel
c. STO by Flexmaster
d. HET by Sheet Metal Connectors
e. Team Mechanical
2.2 MANUFACTURERS
A. AGM Industries, Brockton, MA (800) 225-9990
B. Air Balance Inc, Holland, OH (419) 865-5000 www.air-balance.com
C. Air Filter Inc, Baltimore, Md (800) 875-3442 www.afinc.com
D. Air-Rite Manufacturin9, Bountiful, UT (801) 295-2529
E. American Warmin9 & Ventilating, Holland, OH (419) 865-5000 www.american-warming.com
F. Arrow United Industries, Wyalusing, PA (717) 746-1888 www.arrowunited.com
G. Cain Manufacturing Company Inc, Pelham, AL (800) 554-0342 or (205) 663-2200
www.cainmfg.com
H. C & S Air Products, Montebello, CA (323) 889-6769
I. CertainTeed Corp, Valley Forge, PA (800) 233-8990 or (610) 341-7739 www.certainteed.com
J. Cesco Products, Mim;eapolis, MN (888) 422-3726 www.cescoproducts.com
K. Daniel Manufacturing, Ogden, UT (801) 622-5924
L. Design Polymerics, Fountain Valley, CA (800) 641-0808 or (714) 432-0600
www.designpoly.com
M. Ductmate Industries Inc, East Monongahela, PA (800) 245-3188 or (412) 258-0500
www.ductmate.com
N. Duro Dyne, Farmingdale, NY (800) 899-3876 or (516) 249-9000 www.durodyne.com
O. Dwyer Instruments Inc, Michigan City, IN (800) 872-9141 or (219) 879-8000
www.dwyer-inst.com
P. Flexmaster USA Inc, Houston, TX (713) 462-7694 www.flexmasterusa.com
O. Greenheck Corp, Schofield, WI (715) 359-6171 www.greenheck.com
R. Gripnail Corp, East Providence, RI (800) 474-7624 or (401) 431-1791 www.gripnail.com
S. Hardcast Inc, Wylie, TX (800) 527-7092 or (972) 442-6545 www.hardcast.com
T. Honeywelllnc, Minneapolis, MN (800) 328-5111 or (612) 952-2000 www.honeywell.com
U. Industrial Acoustics Co, Bronx, NY (718) 931-8000 www.industrialacoustics.com
V. Johns-Manville, Denver, CO (800) 654-3103 or (303) 978-2000 www.jm.com
W. Kees Inc, Elkhart Lake, WI (920) 876-3391 www.kees.com
X. Kingco - King Adhesive Corp, St Louis, MO (800) 233-8171 or (314) 772-9953
Y. Knauf Fiber Glass, Shelbyville, IN (800) 825-4434 or (317) 398-4434 www.knauffiberglass.com
Z. Manson Insulation Inc, Brossard, BC Canada (800) 626-7661 or (450) 659-9101
AA. Metco Inc, Salt Lake City, UT (801) 467-1572
AS. Miracle Sealants + Abrasives Co, Irwindale, CA (800) 350-1901 or (626) 814-8988
www.miraclesealants.com
AC. Mon-Eco Industries Inc, East Brunswick, NJ (800) 899-6326 or (908) 257-7942
AD. Nailor Industries Inc, Houston, TX (281) 590-1172 www.nailor.com
AE. Om ark Industries,
AF. Owens Corning, Toledo OH (800) 438-7465 or (419) 248-8000 www.owenscorning.com
AG. Polymer Adhesive Sealant Systems Inc, Irving, TX (888) 721-7325
AH. Pottorff Company Inc, Montebello, CA (213) 728-0004
AI. Ruskin Manufacturing, Kansas City, MO (816) 761-7476 www.ruskin.com
AJ. Sheet Metal Connectors Inc, Minneapolis, MN (612) 572-1100 www.smconnectors.com
AK. Team Mechanical, Kaysville, UT (801) 355-9374
AL. Techno Adhesive
AM. Titus, Richardson, TX (972) 699-1030 www.titus-hvac.com
AN. United McGill Corp, Columbus, OH (800) 624-5535 or (614) 836-9981
www.unitedmcgillcorp.com
AO. Utemp Inc, Salt Lake City, UT (801) 978-9265
AP. Ventfabrics Inc, Chicago, IL (800) 621-1207 or (773) 775-4477 www.ventfabrics.com
AO. Young Regulator Co, Cleveland, OH (216) 663-5646 www.youngregulator.com
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02514
Perris Hill Sr. Center Expansion
4
Section 15820
Duct Accessories
2.3 FABRICATION
A. Duct Liner
1. Install mat finish surface on air stream side. Secure insulation to cleaned sheet metal duct with
continuous 100 percent coat of adhesive and with 3/4 inch long mechanical fasteners 12
inches on center maximum unless detailed otherwise on Drawings. Pin all duct liner.
2. Accurately cut liner and thoroughly coat ends with adhesive. Butt joints tightly. Top and
bottom sections of insulation shall overlap sides. If liner is all one piece, folded corners shall
be tight against metal. Ends shall butt tightly together.
3. Coat longitudinal and transverse edges of liner with adhesive.
B. Air Turns
1. Permanently install vanes arranged to permit air to make abrupt turn without appreciable
turbulence, in 90 degree elbows of above ground supply and return ductwork.
2, Quiet and free from vibration when system is in operation.
PART 3 EXECUTION
3.1 INSTALLATION
A. Duct Liner
1, Furnish and install acoustic lining in following types of ducts
a. Supply air
b. Return air
c. Mixed air
d. Transfer air
e. Relief air
f. Elbows, fittings, and diffuser drops greater than 12 inches in length.
g. Concrete underfloor boxes.
B. Flexible Connections
1. Install flexible inlet and outlet duct connections to each furnace, fan coil unit, and air handling
unit.
C. Access Doors In Ducts
1. Install at each manual outside air damper and at each motorized damper. Locate doors within
6 inches of installed dampers.
2. Install within 6 inches of fire dampers and in Mechanical Room if possible. Install on side of
duct that allows easiest access to damper.
D. Dampers And Damper Accessories
1. Install concealed ceiling damper regulators.
a. Paint cover plates to match ceiling tile.
b. Do not install damper regulators for dampers located directly above removable ceilings
or in Mechanical Rooms.
2. Provide each take-off with an adjustable volume damper to balance that branch.
a. Anchor dampers securely to duct.
b. Install dampers in main ducts within insulation.
c. Dampers in branch ducts shall fit against sheet metal walls, bottom and top of duct, and
be securely fastened. Cut duct liner to allow damper to fit against sheet metal.
d. Where concealed ceiling damper regulators are installed, provide cover plate.
3. Install motorized dampers.
END OF SECTION
02514
Perris Hill Sr. Center Expansion
5
Section 15820
Duct Accessories
SECTION 15826
FIRE AND SMOKE DAMPERS
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install fire and smoke dampers described in Contract Documents.
B. Related Sections
1. Section 15801 - General Duct Requirements
1.2 QUALITY ASSURANCE
.....'
A. Requirements of Regulatory Agencies
1. Dampers shall conform to NFPA and SMACNA requirements and bear UL label.
2. Dampers shall be approved by fire authorities having jurisdiction where so required.
3. Wall and floor fire dampers shall conform to UL 555 'Fire Damper Test Standard'
4. Ceiling fire dampers shall conform to UL 555C 'Ceiling Damper Test Standard'
5. Smoke Dampers shall conform to UL 555S 'Leakage Rated Damper Test Standard'
6. Combination fire I smoke dampers shall conform to UL 555 'Fire Damper Test Standard' and
to UL 555S 'Leakage Rated Damper Test Standard'
-
1.3 MAINTENANCE
.......
A. Extra Materials - Leave six fusible links of each rating type used on Project with Owner.
~
PART 2 PRODUCTS
2.1 MANUFACTURED UNITS
A. Fire Dampers
1. Walls And Floors (Type 1) -
a. Type 'B'
b. Approved Products -
1) Air Balance - Model 119BLX
2) Cesco - Model 15SB
3) Greenheck - Model FD150XB
4) Pottorff - Model VFD-10 ISB, D-ISB
5) Ruskin - ModellBD20B
6) Safe-Air - Model 150B Sleeved
2. Ceilings (Type 2) -
a. Radiation type ceiling fire damper
b. Approved Products -
1) Air Balance - Model 229
2) Cesco - Model RFA
3) Greenheck - Model CRD-60B
4) Pottorff - Model CFD-20
5) Ruskin - Model CFD-LDS Series
6) Safe-Air - Thermo I Guard Model 410
-
B. Smoke Dampers (Type 3)
1. Rated Class II 350 deg F minimum.
2. Power open-fail close non-stall type motorized damper operating at115 V and drawing 0.2
AMP maximum.
02514
Perris Hill Sr. Center Expansion
1
Section 15826
Fire And Smoke Dampers
~
3. Approved Products -
a. Air Balance - Model S2350
b. Cesco - Model SGP2
c. Greenheck - Model SMD22
d. Pottorff - SD-142
e. Ruskin - Model SD36
f. Safe-Air - Modei 620
g. Equal by Prefco as approved by Architect before bidding. See Section 01600.
C. Standard Combination Fire I Smoke Dampers (Type 4)
1. 1-1/2 hour rated and Class 11250 deg F leakage rated minimum.
2. Power-open, fail-close non-stall type motorized damper operating at 115 V and drawing 0.2
AMP maximum.
3. Approved Products -
a. Air Balance - Model FS2250A
b. CESCO - Model CGP
c. Greenheck - Model FSD23
d. Pottorff - Model 142
e. Ruskin - Model FSD36
f. Safe-Air - Model 771
g. Equal by Prefco as approved by Architect before bidding. See Section 01600.
D. Corridor"Combination Fire I Smoke Dampers (Type 5)
1. One hour rated and Class II 250 deg F leakage rated minimum for protection of tunnel type
corridor ceilings with horizontal walls.
2. Power-open, fail-close non-stall type motorized damper operating at 115 V and drawing 0.2
AMP maximum.
3. Approved Products -
a. Air Balance - Model FS2C250
b. CESCO - Model TGP2
c. Greenheck - Model FSD23C
d. Ruskin - Model FSD36C
e. Pottorff - FSD-172
f. Prefco - 5020
2.2 ACCESSORIES
A. Damper Actuators
1. For Type 3, 4, and 5 dampers
2. Approved Product -
a. Honeywell ML 4105 or ML 4115
2.3 MANUFACTURERS
A. Air Balance Inc, Holland, OH (419) 865-5000 www.air-balance.com
B. Cesco Products, Minneapolis, MN (888) 422-3726 www.cescoproducts.com
C. Greenheck Corp, Schofield, WI (715) 359-6171 www.greenheck.com
D. Pottorff, Montebello, CA (213) 728-0004
F. Prefco Products Inc, Buckingham, PA (800) 437-6653 or (215) 794-7413 www.prefco-inc.com
G. Ruskin Manufacturing, Kansas City, MO (816) 761-7476 www.ruskin.com
H. Safe-Air / Dowco, Cicero, IL (708) 652-9100 www.safeair-dowco.com
2.4 FABRICATION
A. General
1. 16 ga frames
2. Integral sleeves, except for Type 2 Fire Dampers.
B. Type 1 Dampers - Fabricate with blades out of airstream.
02514
Perris Hill Sr. Center Expansion
2
Section 15826
Fire And Smoke Dampers
C. Type 3, 4, And 5 Dampers
1. Seals-
a. Blade seals shall be mechanically locked into blade edge. Clip-on and adhesive type
seals are not acceptable.
b. Jamb seals shall be flexible metal compression type.
2. Blades-
a. Type 3 - 16 ga minimum steel
b. Type 4 And 5 - 22 ga minimum steel
PART 3 EXECUTION
3.1 INSTALLATION
A. Placement
1. Fire Dampers (Types 1 and 2) - Install in ducts where ducts penetrate fire-rated walls and
floors and at registers, grilles, and diffusers penetrating fire rated assemblies.
2. Smoke Dampers (Type 3) - Install smoke dampers in ducts within 24 inches of where ducts
penetrate smoke barriers.
3. Standard Combination Fire I Smoke Dampers (Type 4) - Install in ducts where ducts
penetrate fire-rated smoke barriers.
4. Corridor Combination Fire I Smoke Dampers (Type 5) - Install in ducts where ducts penetrate
fire-rated corridor ceilings.
B. Sequences of Operation
1. Types 1 And 2 - Dampers shall ciose when temperatures at damper exceed 165 deg Flink
unless indicated otherwise on Drawings.
2. Type 3 - Dampers shall close on signal from smoke detectors and on power failure.
3. Types 4 And 5 - Dampers shall ciose on signal from smoke detectors, on power failure, or
when temperatures at damper exceed 165 deg F
END OF SECTION
02514
Perrls Hill Sr. Center Expansion
3
Section 15826
Fire And Smoke Dampers
SECTION 15851
DIFFUSERS, REGISTERS, AND GRILLES
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install diffusers, registers, and grilles connected to ductwork as described in
Contract Documents
2. Quality of grilles installed in metal doors
B. Products Supplied But Not Installed Under This Section
1 . Door grilles for wood doors
C. Related Sections
1. Section 06201 - Installation of door grilles in wood doors
2. Section 08112 - Furnishing and installing of grilles in metal doors
3. Section 15801 - General Duct Requirements
1.2 MAINTENANCE
A. Extra Materials - Leave tool for removing core of each different type of grille for building custodian.
PART 2 PRODUCTS
2.1 MANUFACTURED UNITS
A. Supply Grilles And Registers
1. Finish - Off-white baked enamel
2. Removable core.
3. Approved Products -
a. Carnes. - RVEA
b. J & J c 2815
c. Krueger - 5815
d. Metal-Aire - 42C
e. Nailor - 51 RCD
f. Price - LBMRlDV1
g. Titus - 1707
h. Tuttle & Bailey - VF5
B. Ceiling Return And Transfer Grilles
1. Finish - Off-white baked enamel
2. 1/2 inch spacing.
3. Approved Products -
a. Carnes - RSLA
b. J & J - S90H
c. Krueger - S85H
d. Metal-Aire - SRH
e. Nailor - 6155H
f. Price - 535
g. Titus - 355RL or 355 SL
h. Tuttle & Bailey - HOD
C. High Side Wall Return Grilles
1. Finish - Off-white baked enamel
02514
Perris Hill Sr. Center Expansion
Section 15851
Diffusers, Registers, And Grilles
2. Approved Products -
a. Carnes - RHEA
b. J & J - 2810
c. Metal'Aire - 41C
d. Krueger - 5810
e. Nailor - 51 RC
f. Price - lBMR
g. Titus - 1700
h. Tuttle & Bailey - VF
D. Floor Return Grilles
1. Finish - Clear anodized
2. Approved Products -
a. Carnes - CCJB (with mitered corners weided on face and sanded)
b. J & J - 2500 with Frame 10
c. Krueger - 1500F
d. Metal'Aire - 2000F
e. Nailor - 49-240-FN-MM
f. Price - lBP-25B
g. Titus - CT -540
h. Tuttle & Bailey - lFD
E. low Sidewall Return Grilles
1. Finish - Off-white baked enamel
2. 38 or 45 degree deflection
3. Approved Products -
a. Carnes - RSHA
b. J & J - S-590
c. Krueger - S480H
d. Metal'Aire - HD-RH
e. Nailor - 6145H-HD
f. Price - 90-l
g. Titus - 33Rl or 33RS
h. Tuttle & Bailey - T110
""".
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F. Soffit Grilles
1 . Finish - Baked enamel. Match soffit color.
2. Aluminum with aluminum mesh insect screen
3. Approved Products -
a. Carnes - RAAA
b. J &J - AlS95H
c. Krueger - S585H
d. Metal'Aire - RHE
e. Nailor - 5155-IS
f. Price - 635
g. Titus - 355Fl
h. Tuttle & Bailey - A70D-5
.,
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G. Ceiling Diffusers
1. Finish - Off-white baked enamel
2. Approved Products -
a. Carnes - SKSA
b. J &J - R-1400
c. Krueger - SH
d. Metal'Aire - 5500S
e. Nailor - 6500B
f. Price - SMD-6
g. Titus - TDC-6
h. Tuttle & Bailey - MS
02514
Perris Hill Sr. Center Expansion
2
Section 15851
Diffusers, Registers. And Grilles
-
H. Door Grilles
1 . Finish - Baked enamel. Match door as closely as possible as approved by Architect.
2. Approved Products -
a. Carnes
b. J & J
c. Krueger
d. Metal*Aire
e. Nailor - 610GO
f. Price - STGI-BF
g. Titus - T-700
h. Tuttle & Bailey
2.2 MANUFACTURERS
A. Carnes Co, Verona, MI (608) 845-6411 www.carnes.com
B. J & J Register, EI Paso, TX (915) 852-9111
C. Krueger Air System Components, Richardson, TX (972) 918-8269 www.krueger-hvac.com
O. Meta'*Aire by Metal Industries Inc, Clearwater, FL (813) 441-2651 www.metalaire.com
E. Nailor Industries Inc, Houston, TX (281) 590-1172 www.nailor.com
F. Price Industries Inc, Suwanee, GA (800) 835-5081 or (770) 623-6404 www.price-hvac.com
G. Titus, Richardson, TX (972) 699-1030 www.titus-hvac.com
H. Tuttle & Bailey, Richardson, TX (972) 497-0486 www.tutlleandbailey.com
PART 3 EXECUTION
3.1 INSTALLATION
A. Anchor securely into openings. Secure frames to ductwork by using four sheet metal screws. one
per side. Level floor registers and anchor securely into floor.
3.2 ADJUSTING
A. Set sidewall supply register blades at15 degrees upward deflection.
END OF SECTION
02514
Perris Hill Sr. Center Expansion
3
Section 15851
Diffusers, Registers, And Grilles
SECTION 15861
AIR FILTERS
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1 . Furnish and install filters used in mechanical equipment.
B. Related Sections
1 . Section 15801 - General Duct Requirements
PART 2 PRODUCTS
~
2.1 MANUFACTURED UNITS
A. Furnace Filters - One inch thick throw-away type as recommended by Furnace Manufacturer.
B. Fan Coil Unit Filters - One inch thick throw-away type as recommended by Fan Coil Unit
Manufacturer.
-
C. Air Handling Unit Filters
1. 2 inch thick, medium efficiency, disposable type pre-formed pleated design, having at least 4.5
sq ft of filtering media per sq ft of face area.
2. Media shall be reinforced non-woven cotton fabric, treated with adhesive similar to 'Vyclad B'
and continuously laminated to supporting steel wire grid conforming to configuration of pleats.
3. Media pack shall be sealed in a chipboard frame or beverage board.
4. Filters shall have rated average efficiency of 25 to 30 percent on ASHRAE Test Standard 52-
76 and be capable of operating with variable face velocities up to 500 FPM without impairing
efficiency.
5. Initial resistance shall not exceed 0.30 inches w.g. at 500 FPM or 0.14 inch w.g. at 300 FPM.
Filter shall be listed Class 2 by UL.
6. Approved Products -
a. DP2-40 by Airguard Industries Inc, Louisville, KY (502) 969-2304 www.airguard.com
b. E35H by Eco-Air Products Inc, San Diego, CA (800) 284-8111 www.eco-air.com
c. Envopleat HC Type 40 by Environmental Filter Corp, Santa Rosa, CA (707) 525-8633
d. Type 30/30 by Farr Co, Los Angeles, CA (310) 727-6300 www.farrco.com
~
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PART 3 EXECUTION
3.1 INSTALLATION
A. Provide ample access for filter removal.
~',
B. Downflow furnaces shall have filters installed in the ductwork above the furnace inlet with filter rack
and hinged access door. Do not use hammock filters on this type of furnace.
...,
3.2 FIELD QUALITY CONTROL
A. Inspection - At date of Substantial Completion, air filters shall be new, clean, and approved by
Owner's representative.
END OF SECTION
02514
Perris Hill Sr. Center Expansion
1
Section 15861
Air Filters
SECTION 15915
ELECTRIC AND ELECTRONIC CONTROL
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install automatic temperature control system as described in Contract Documents.
2. Furnish and install conductors and make connections to control devices and equipment.
3. Furnish and install exposed raceway and conduit in Mechanical Rooms.
4. Assist in air test and balance procedure.
B. Related Sections
1. Division 13 - Air test and balance
2. Section 15051 - General Mechanical Requirements
3. Section 15820 - -Furnishing and installing of temperature control dampers
4. Section 15826 - Furnishing and installing damper actuator for Type 5 fire / smoke dampers
5. Division 16 -
a. Furnishing and installing of raceway. conduit, and junction boxes, including pull wires, for
temperature control system except as noted above.
b. Power wiring to magnetic starters, disconnect switches, and motors.
c. Motor starters and disconnect switches, unless integral with packaged equipment.
1.2 SYSTEM DESCRIPTION
A. Performance Criteria - Install line and low voltage electrical wiring, raceway, conduit, and boxes
in accordance with Division 16 of these Specifications.
1.3 SUBMITTALS
A. Closeout
1. Project Record Documents - Provide two copies of record ATC diagrams
PART 2 PRODUCTS
2.1 GENERAL
A. System controls shall be single manufacturer's products.
2.2 COMPONENTS
A. Room Thermostats
1. Programable-
a. Low voltage type provided with automatic change over feature for both heating and
cooling stages, seven day program with two starts and stops per day, and provisions for
damper operators.
b. Approved Manufacturer And Model -
1) Honeywell T7300F2010
B. Safety Controls
1. Duct Smoke Detectors in Main Return Air Duct -
a. Ionization smoke detector mounted in systems with airflow greater than 2000 CFM.
Detectors to operate on 120 VAC.
b. Approved Models And Manufacturers -
1) Series 2650-450 ionization type, duct mounted smoke detector, by Robertshaw
2) MS Series ionization type duct mounted smoke detector by Air Products Controls LId
02514
Perris Hill Sr. Center Expansion
1
Section 15915
Electric And Electronic Control
3) Model DH100 ACDCP duct mounted smoke detector by System Sensor
4) Model 0550 duct smoke detector by Maple Chase Co
2. Smoke Detectors For Combination Fire / Smoke Dampers -
a. Photo-electric type for low-flow or no-flow application. Detectors to operate on 120 V AC.
b. Approved Model And Manufacturer -
1) Model 2451 with base B404BT by System Sensor
3. Remote Annunciator For Smoke Detectors
a. Piezo type audible alarm and visible alarm light
b. Visible power indicator light.
c. Approved Model And Manufacturer -
1) Model APA451 with base B404BT by System Sensor
C. Sub-Base
1 . Approved Manufacturer And Model -
a. Honeywell - Q7300A2016
D. Transformer
1. 120/24 V, 50VA Honeywell AT150F
2. 120/24 V, 75VA Honeywell AT175F
E. Damper Actuators
1 . Electric type equipped for Class I wiring.
2. Shall not consume power during UNOCCUPIED cycle or use chemicals or expandabie media.
3. Have built in spring return.
4. Approved Manufacturer And Model -
a. Honeywell ML8175F1 004 with end stop kit 205850B
-
F. Conductors
1. Color coded and No. 16 and No. 12 AWG Type TWN, TFN, or THHN, stranded.
2. Thermostat Cable - 12,8, or 4 conductor, 18AWG soiid copper wire, insulated with high
density polyethylene. Conductors parallel enclosed in brown PVC jacket (22 AWG cable not
allowed).
-.
G. Obtain pre-built panels, thermostats, and other control equipmentfrom following approved suppliers
1. California-
a. Burke Engineering Co -
1824 Burlington Ave, Los Angeles 90006 (213) 749-6141
1015 Sixth Ave, Oakland 94606 (510) 763-9815
4335 Airport Drive, North Highlands 95660 (916) 973-0566
4506-B Federal Boulevard, San Diego 92102 (619) 263-3158
b. Controlco Systems, 1130 North Hawk Circle, Anaheim 92807 (714) 630-1771
c. Controlco-
320 Kentucky St, Bakersfield 93305 (805) 323-8111
210 Van Ness, Fresno 93721 (209) 485-9873
d. ControlTech, 4700 North Gate - Suite 160, Sacramento 95834 (916) 922-9367
e. RSD-
26021 Atlantic Drive, Lake Forest 92630 (800) 245-8007
2100 Wilshire Avenue, Unit A, Santa Ana 92705 (714) 480-1177
7377 Convoy Court, San Diego 92111 (619) 565-7191
285 Lawrence Avenue, South San Francisco 94080 (415) 737-7912
2. Arizona-
a. Burke Engineering Co, 2331 West Holly St, Phoenix 85009 (602) 258-6578
b. RSD-
2728 West Weldon, Phoenix 85017 (602) 264-1055
1050 East 19th Street, Tucson 85719 (520) 623-5887
1100 South 3rd Avenue, Yuma 85364 (520) 782-3864
-
H. Outdoor Air Pre-Heat Coil Temperature Controller
1. 0 to 100 deg F range
2. 5 foot copper capillary and bulb
3. Approved Manufacturer And Model -
02514
Perris Hill Sr. Center Expansion
2
Section 15915
Electric And Electronic Control
a. Honeywell - T991A1004 with 107324A bulb holder
I. Control Valve And Motor
1. Approved Manufacturer And Models -
a. Honeywell - V5013N three-way modulating type
b. Honeywell - Ml7420A3063 valve motor
J. Outdoor Air Temperature Sensor
1. Minus 30 to plus 90 deg F operating range
2. 5 foot capillary length
3. Approved Manufacturer And Model
a. Honeywell - T6031A1052
K. Aquastat Controller
1 . Strap-on type
2. Approved Manufacturer And Model
a. Honeywell - l6006C1018
2.3 MANUFACTURERS
A. Air Products Controls Ltd,
B. Circle A-W Products Co,
C. Honeywelllnc, Minneapolis, MN (800) 328-5111 or (612) 951-1000 www.honevwell.com
D. Manufacturing Systems Inc, Kent, WA (253) 872-6545
E. Maple Chase Co, Downers Grove, Il (800) 445-8299 or (630) 719-1550 www.invensvs.com
F. Radio Shack, Fort Worth, TX (815) 415-3200 www.radioshack.com
G. Robertshaw Control Co, long Beach, CA (800) 232-9389 or (310) 638-6111 www.robertshaw.com
H. Sprague,
I. System Sensor, St Charles, Il (800) 736-7672 or (630) 377-6580 www.svstemsensor.com
J. Tenco, Gig Harbor, WA
K. E M Wiegmann & Company, Freeberg, Il (618) 539-3199 www.hubbell-wieomann.com
PART 3 EXECUTION
3.1 INSTALLATION
A. Interface With Other Work
1. Calibrate room thermostats as required during air test and balance.
2. Instruct air test and balance personnel in proper use and selling of control system
components.
B. Run wiring in conduit. No exceptions.
C. Safety Controls
1. Interlock main return air duct smoke detectors to keep heating, cooling, and system fan from
operating when detector is energized. Interlock smoke detector for combination fire I smoke
dampers so fire I smoke damper closes on detection of smoke.
2. Interlock gas valves with cooling compressors and supply air fan.
3. Gas valves shall obtain their electrical control power from same circuit as supply fan motor.
4. Check high limit thermostats furnished with heating equipment for correct operation. Gas
valves shall close when duct temperature exceeds high limit selting. Perform this work
immediately after wiring burner controls.
5. Wire bonnet thermostatic switches to dissipate all heat in combustion chambers.
6. Fresh air dampers shall close on fan shut-down, power failure, open fan motor disconnect
switch, and when thermostat is in UNOCCUPIED mode.
7. Gas burner safety controls furnished with furnace units shall be incorporated in control circuits
for all modes of operation.
8. Control twinned furnace systems, where two furnaces serve common supply and return
plenums, as one unit with twinning kit. Motors shall start and stop together and gas valves
operate together.
02514
Perris Hill Sr. Center Expansion
3
Section 15915
Electric And Electronic Control
D. Mount damper actuators and actuator linkages external of air flow.
E. Classroom Systems -
a. Programmable thermostat shall control unoccupied and occupied status of fan system
based on adjustable seven day program and remote room sensor I push button. Fan
shall cycle in unoccupied and occupied modes.
b. Adjustable heating and cooling set points shall control space temperature by activating
either heating or cooling equipment. Programmable thermostat provides automatic
change over between heating and cooling.
c. Remote room sensor provides optional override of thermostat program by allowing three
hour timed override of thermostat program at any time by pushing selected point on
remote room sensor cover. This shall activate thermostat to occupied mode and system
shall control to occupied set point.
d. Minimum outside air damper, spring return type, shall open in occupied mode and remain
closed in unoccupied mode in zones using outside air.
e. Fire I Smoke dampers in air distribution system shall open when system fan is on and
close when system fan is off.
g. Stake Suite - Use remote sensor with switch and push button in High Council Room.
Use remote sensor without push button in Stake President's Office. Sensor switch will
be used to select sensor in either High Council Room or Stake President's Office to
control temperature in zone.
h. Zone Averaging - Place one sensor in each of four classrooms. Distribute sensors in
classrooms for maximum comfort, taking into account exposure and room function.
Sensors shall control system by averaging temperature in spaces containing sensors.
Use dual element sensor when averaging two remote sensors.
i. Electric Booster Heat -
1) Non-programmable room thermostat for branch duct booster heat electric duct
heater shall activate heater as required to maintain setpoint. Heater will operate
under following conditions -
a) Zone T7300 thermostat is in occupied position.
b) Zone furnace fan is energized.
c) Internal safeties and controls on duct heater are satisfied.
d) Zone T7300 thermostat cooling circuit is not energized
e) Zone T7300 thermostat heating circuit is not energized.
F. Paste copy of record control wiring diagram on back of relay panel door cover for each twin furnace
system.
3.2 FIELD QUALITY CONTROL
A. Manufacturer's Field Service - Calibrate, adjust, and set controls for proper operation, operate
systems, and be prepared to prove operation of any part of control system. This work is to be
completed before pre-substantial completion inspection.
3.3 ADJUSTING
A. Program minimum of one day's operation into thermostat's memory function.
END OF SECTION
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Section 15915
Electric And Electronic Control
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DIVISION 16
ELECTRICAL
16050 BASIC ELECTRICAL MATERIALS AND METHODS
16051 GENERAL ELECTRICAL REQUIREMENTS
16060 GROUNDING AND BONDING
16091 ELECTRICAL DEMOLITION REQUIREMENTS
16100 WIRING METHODS
16120 CONDUCTORS AND CABLES
16132 RACEWAY AND CONDUIT
16138 BOXES
16140 WIRING DEVICES
16150 WIRING CONNECTIONS
16400 LOW-VOLTAGE DISTRIBUTION
16410 ENCLOSED SWITCHES AND CIRCUIT BREAKERS
16442 PANELBOARDS
16500 LIGHTING
16510 INTERIOR LUMINAIRES
16520 EXTERIOR LUMINAIRES
16532 EMERGENCY BATTERY UNITS
16700 COMMUNICATIONS
16721 TElEPHONE SYSTEM
16800 SOUND AND VIDEO
16811 SOUND AND VIDEO ELECTRICAL SYSTEM
END OF TABLE OF CONTENTS
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Division 16
Table of Contents
SECTION 16051
GENERAL ELECTRICAL REQUIREMENTS
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1 . General electrical requirements and procedures.
2. Perform excavating and backfilling work required by work of this Division as described in
Contract Documents.
3. Furnish and install Penetration Firestop Systems at electrical system penetrations as described
in Contract Documents.
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B. Products Supplied But Not Installed Under This Section
1. Anchor bolts and templates for equipment bases only.
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C. Related Sections
1. Section 02315 - Criteria for performance of excavating and backfilling
2. Section 07840 - Quality of Penetration Firestop Systems to be used on Project and submittal
requirements
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1.2 SUBMITTALS
A. Product Data
1. Provide following information for each item of equipment
a. Catalog Sheets.
b. Assembly details or dimension drawings.
c. Installation instructions.
d. Manufacturer's name and catalog number
e. Name of local supplier.
2. Furnish such information for following equipment -
a. Wiring devices
b. Disconnects
c. Transformers
d. Switchboards
e. Panel boards
f. Motor control centers
g. Motor starters
h. Lighting fixtures, poles. and associated control equipment
i. Emergency lighting packs
j. Signal bell system equipment
k. Heating cable equipment
3. Do not purchase equipment before approval of product data.
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B. Shop Drawings - Submit on Panelboards. Indicate precise equipment to be used. including all
options specified. Indicate wording and format of nameplates where applicable.
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C. Quality Assurance I Control
1. Report of site tests. Submit before Substantial Completion.
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D. Closeout
1 . Operations And Maintenance Manual Data
a. Modify and add to requirements of Section 01700 as follows
1) Provide operating and maintenance instructions for each item of equipment
submitted under Product Data.
2) Include copy of approved shop drawings.
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Section 16051
General Electrical Requirements
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1.3 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies
1. NEC and local ordinances and regulations shall govern unless more stringent requirements
are specified.
2. Material and equipment provided shall meet standards of NEMA or UL, and bear their label
wherever standards have been established and label service is available.
B. Materials and equipment provided under following Sections shall be by same Manufacturer -
1. Sections Under 16400 Heading.
1.4 OWNER'S INSTRUCTIONS
A. Provide competent instructor to train maintenance personnel in operation and maintenance of
electrical equipment and systems.
PART 2 PRODUCTS - Not Used
PART 3 EXECUTION
3.1 APPROVED INSTALLERS
A. Approved Electrical Installers
1. Approved electrical installer shall be pre-approved in accordance with General Conditions and
included in Construction Documents by Addendum.
3.2 EXAMINATION
A. Confirm dimensions, ratings, and specifications of equipment to be installed and coordinate these
with site dimensions and with other Sections.
3.3 INSTALLATION
A. General
1 . Locations of electrical equipment shown on Drawings are approximate only. Field verify actual
locations for proper installation.
2. Coordinate electrical equipment locations and conduit runs with those providing equipment to
be served prior to installation or rough-in.
a. Notify Architect of conflicts before beginning work.
b. Coordinate locations of power and lighting outlets in mechanical rooms and other areas
with mechanical equipment, piping, ductwork, cabinets, etc, so they will be readily
accessible and functional.
3. Work related to other trades which is required under' this Division, such as cutting and
patching, trenching, and backfilling, shall be performed according to standards specified in
applicable Sections.
A. Mounting Heights
1. Unless otherwise indicated, mount center of outlets or boxes at following heights above finish
floor -
a. Temperature Control Junction Boxes - As indicated on Drawings
b. Thermostats - As indicated on Drawings
c. Remote Temperature Sensors - 56 inches to top
d. Condensing Unit Disconnects - Top same height as top of unit
e. Other Motor Disconnects - 60 inches
f. Distribution Panels - 72 inches to top
g. Receptacles - 18 inches
h. Wall Switches - 42 inches
i. Wall-Mounted Exit Lights - 90 inches
j. Telephones (desk type) - 18 inches
k. Computer and TV - 18 inches
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Section 16051
General Electrical Requirements
2. Refer special conditions to Architect before rough-in and locate outlet under his direction.
B. Install Penetration Firestop System appropriate for penetration at electrical system penetrations
through walls, ceilings, and top plates of walls.
3.3 FIELD QUALITY CONTROL
A. Site Tests - Test systems and demonstrate equipment as working and operating properly. Notify
Architect prior to test. Rectify defects at no additional cost to Owner.
B. Measure current for each phase of each motor under actual final load operation, I.e. after air
balance is completed for fan units, etc. Record this information along with full-load nameplates
current rating and size of thermal overload unit installed for each motor.
END OF SECTION
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Section 16051
General Electrical Requirements
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SECTION 16060
GROUNDING AND BONDING
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install grounding for electrical installation as described in Contract Documents
except as excluded below.
B. Related Sections
1. Section 16051
2. Section 16811
General Electrical Requirements
Grounding for sound systems and for video systems
1.2 QUALITY ASSURANCE
A. Pre-Installation Conference - Participate in pre-installation conference specified in Section 03313.
PART 2 PRODUCTS
2.1 COMPONENTS
A. Size materials as shown on Drawings and in accordance with applicable codes.
B. Grounding And Bonding Jumper Conductors - Copper with green insulation or bare.
C. Make grounding conductor connections to ground rods and water pipes using approved bolted
clamps listed for such use.
D. Service Grounding Connections And Cable Splices
1. Make by exothermic process
2. Approved Products -
a. 'Cadweld' by Erico Products Inc, Solon, OH (440) 248-0100 www.erico.com
b. 'Thermoweld' by Brundy, Norwalk, CT (203) 838-4444
PART 3 EXECUTION
3.1 INSTALLATION
A. Interface With Other Work - Coordinate with Section 03313 in installing grounding conductor and
placing concrete. Do not allow placement of concrete before Architect's inspection of grounding
conductor installation.
B. Grounding conductors and bonding jumper conductors shall be continuous from terminal to terminal
without splice. Provide grounding for following.
1. Electrical service, its equipment and enclosures.
2. Conduits and other conductor enclosures.
3. Neutral or identified conductor of interior wiring system.
4. Main panel board, power and lighting panel boards.
5. Non-current-carrying metal parts of fixed equipment such as motors, starter and controller
cabinets, instrument cases, and lighting fixtures.
C. Grounding connection to main water supply shall be accessible for inspection and made within 6
inches of point of entrance of water line to building. Provide bonding jumpers across water meter
and valves to assure electrical continuity.
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Section 16060
Grounding And Bonding
D. Provide concrete-encased electrode system by embedding 20 feet minimum of No. 2/0 bare copper
conductor in concrete footing, 2 inches minimum below concrete surface. Extend No. 2/0 copper
conductor to main panel as shown on Drawings.
E. Ground identified common conductor of electrical system at secondary side of main transformer
supplying building. Ground identified grounded (neutral) conductor of electrical system on supply
side of main service disconnect.
F. Pull grounding conductors in non-metallic raceways, in flexible steel conduit exceeding 72 inches
in length, and in flexible conduit connecting to mechanical equipment.
G. Provide grounding bushings on all feeder conduit entrances into panel boards and equipment
enclosures.
H. Bond conduit grounding bushings to enclosures with minimum #10 AWG conductor.
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I. Connect equipment grounds to building system ground.
1. Use same size equipment grounding conductors as phase conductors up through #10 AWG.
2. Use NEC Table 250-95 for others unless noted otherwise in Drawings.
J. On motors, connect ground conductors to conduit with approved grounding bushing and to metal
frame with bolted solderless lug.
K. Do not bond neutral conductor of emergency generator set to set frame at generator location.
L. Ground cabinet of transformers to conduit and ground wires, if installed. Bond transformer
secondary neutral conductor to cabinet.
3.2 FIELD QUALITY CONTROL
A. Inspections - Notify Architect for inspection two days minimum prior to placing concrete over
grounding conductor.
END OF SECTION
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Section 16060
Grounding And Bonding
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SECTION 16091
ELECTRICAL DEMOLITION REQUIREMENTS
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Demolition involving electrical system as described in Contract Documents.
B. Related Sections
1. Section 16051 - General Electrical Requirements
2. New and replacement work specified in appropriate specification Section.
1.2 SCHEDULING
A. Include on Construction Schedule specified in Section 01300 detailed sequence of individual
electrical demolition operations.
B. Coordinate with Owner for equipment and materials to be removed by Owner.
PART 2 PRODUCTS - Not Used
PART 3 EXECUTION
3.1 EXAMINATION
A. All relocations, reconnections, and removals are not necessarily indicated on Drawings. All such
work shall be included without additional cost to Owner.
3.2 PREPARATION
A. Disconnect equipment that is to be removed or relocated. Carefully remove, disassemble, or
dismantle as required, and store in approved location on site, existing items to be reused in
completed work.
B. Where affected by demolition or new construction, relocate, extend, or repair raceways, conductors,
outlets, and apparatus to allow continued use of electrical system. Use methods and materials as
specified for new construction.
3.3 PERFORMANCE
A. Perform drilling, cutting, block-offs, and demolition work required for removal of necessary portions
of electrical system. Do not cut joists, beams, girders, trusses, or columns without prior written
. permission from Architect.
B. Remove concealed wiring abandoned due to demolition or new construction. Remove circuits,
conduits, and conductors that are not to be re-used back to next active fixture, device, or junction
box.
C. Patch, repair, and finish surfaces affected by electrical demolition work, unless work is specifically
called for under other Sections of the specifications.
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Section 16091
Electrical Demolition Requirements
3.4 CLEANING
A. Remove obsolete raceways, conductors, apparatus, and lighting fixtures promptly from site and
dispose of legally.
END OF SECTION
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Section 16091
Electrical Demolition Requirements
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SECTION 16138
BOXES
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install outlet boxes as described in Contract Documents in conjunction with
conduit and raceway installed under Division 16.
2. Quality of outlet boxes installed in conjunction with conduit and raceway installed under other
Divisions.
B Reiated Sections
1. Section 16051 - General Electrical Requirements
PART 2 PRODUCTS
2.t MATERIALS
A Outlet Boxes
1. Galvanized steel of proper size and shape are acceptable for all systems. Where metal boxes
are used, provide following -
a. Provide metal supports and other accessories for installation of each box.
b. Equip ceiling and bracket fixture boxes with fixture studs where required.
c. Equip outlets in plastered, paneled. and furred finishes with plaster rings and extensions
to bring box flush with finish surface.
2. Plastic boxes may be used only in low voltage systems.
3. HVAC Instrumentation And Control -
a. Junction boxes in mechanical equipment areas shall be 4 inches square.
b. Boxes for remote temperature sensor devices shall be recessed single device.
c. Boxes for thermostats shall be 4 inches square with raised single device cover.
PART 3 EXECUTION
3.1 EXAMINATION
A. Confirm dimensions, ratings, and specifications of materials to be installed and coordinate these
with site dimensions and with other Sections.
3.2 INSTALLATION
A. Interface With Other Work
1. Prior to rough-in, verify locations of boxes with work of other trades to insure that they are
properly located for purpose intended.
a. Coordinate location of outlets adjacent to or in millwork with Division 06 before rough-in.
Refer conflicts to Architect and locate outlet under his direction.
B. General
1. Boxes shall be accessible and installed with approved cover.
2. Do not locate device boxes which are on opposite sides of framed walls in the same stud
space. In other wall construction, do not install boxes back to back.
3. Locate boxes so outlets are not obstructed by pipes, ducts, or other items.
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Section 16138
Boxes
C. Location
1. Boxes for switches at door locations shall generally be installed on latch side of door and within
6 inches of door jamb. Verify door swings shown on electrical drawings with architectural
drawings, and report discrepancies to Architect prior to rough-in.
2. Arrange boxes for ceiling light fixtures symmetrically with respect to room dimensions and
structural features.
3. Properly center boxes located in walls with respect to doors, panels, furring, trim and h"
consistent with architectural details. Where two or more outlets occur, space them uniformly
and in straight lines with each other, if possible.
D. HVAC Instrumentation And Control System
1. Mount remote temperature sensor outlet boxes with long dimension vertical.
2. Mount thermostat outlet boxes with long dimension of raised single device cover horizontal.
..",.
E. Attime of substantial completion, install blank plates on uncovered outlet boxes which are for future
use.
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Section 16138
Boxes
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SECTION 16120
CONDUCTORS AND CABLES
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Quality of conductors used on Project except as excluded below.
B. Related Sections
1 . Section 15915 - Conductors and cables for temperature control system
2. Section 16051 - General Electrical Requirements
PART 2 PRODUCTS
2.1 COMPONENTS
A. Line Voltage Conductors
1. Copper with AWG sizes as shown -
a. Minimum size shall be No. 12 except where specified otherwise.
b. Conductor size NO.8 and larger and wiring inside walk-in Cooler and Freezer shall be
stranded.
2. Insulation-
a. Standard Conductor Size No. 10 And Smaller - 600V type THWN or XHHW (75 deg C)
b. Standard Conductor Size NO.8 And Larger - 600V Type THW, THWN, or XHHW (75
deg C)
3. Colors-
a. 208Y / 120 V System
1) Black - Phase A
2) Red - Phase B
3) Blue - Phase C
4) Green - Ground
5) VVhite - Neutrai
b. Conductors size No. 10 and smaller shall be colored full length. Tagging or other
methods for coding of conductors size NO.1 0 and smaller not allowed.
c. For feeder conductors larger than NO.1 0 at pull boxes, gutters, and panels, use painted
or taped band or color tag color-coded as specified above.
B. Cord Sets For Ranges - Three pole, 4 wire grounding, 125/250V, NEMA 14-50P plug, 48 inch cord
length minimum.
PART 3 EXECUTION
3.1 INSTALLATION
A. General - Conductors and cables shall be continuous from outlet to outlet.
B. Line Voltage Conductors (Over 70 Volts)
1. Install conductors in raceway except where specifically indicated otherwise. Run conductors
of different voltage systems in separate conduits.
2. Route circuits at own discretion, however, circuiting shall be as shown in Panel Schedules.
Group circuit homeruns to panels as shown on Drawings.
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Section 16120
Conductors And Cables
3. Neutrals-
a. On three-phase, 4-wire systems, do not use common neutral for more than three circuits.
b. On single-phase, 3-wire systems, do not use common neutral for more than two circuits.
c. Run separate neutrals for each circuit where specifically noted on Drawings.
d. Where common neutral is run for two or three home run circuits, connect phase
conductors to breakers in panel which are attached to separate phase legs so neutral
conductors will carry only unbalanced current. Neutral conductors shall be of same size
as phase conductors unless specifically noted otherwise.
4. Pulling Conductors
a. Do not pull conductors into conduit until raceway system is complete and cabinets and
outlet boxes are free of foreign matter and moisture.
b. Do not use heavy mechanical means for pulling conductors.
c. Use only listed wire pulling lubricants.
5. Provide positive supports for conductors in vertical raceways at following spacing minimum,
unless shorter is recommended by Manufacturer.
a. No. 18 to 1/0 100 feet
b. No. 2/0 to 4/0 80 feet
c. 250MCM to 350MCM 60 feet
d. 350MCM to 500MCM 50 feet
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C. Low Voltage Cables (70 Volts or Less)
1. In inaccessible, concealed spaces, run cables in raceway. In accessible, unfinished areas,
cables may be run exposed without raceway.
2. Run exposed cables parallel to or at right angles to building structure lines. Do not run
exposed cables on floors or in such a way that they obstruct access to, operation of, or
servicing of equipment. Keep cables 6 inches minimum from hot water pipes.
3. a. Support cables every 3 feet with permanent clips, straps, staples, or tie wraps approved
for application and which will not cause cables to be pinched or deformed.
b. Securely attach clips and straps with nails or screws. Do not use wire or tape to support
cables.
4. Bundle only cables of same systems together.
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Section 16120
Conductors And Cables
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SECTION 16132
RACEWAY AND CONDUIT
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Quality of material and installation procedures for raceway and fittings used on Project but
furnished under other Divisions.
2. Furnish and install raceway and conduit used on Project not specified to be installed under
other Sections.
B. Related Sections
1. Section 13851 - Furnishing and installing of concealed raceway and conduit for fire detection
and alarm system
2. Division 15 - HVAC instrumentation and control system components, conductors and cables,
wiring, and installation.
3. Section 16051 - General Electrical Requirements
4. Section 08411 - Furnishing and installing of concealed raceway, conduit,. and wiring.
PART 2 PRODUCTS
2.1 COMPONENTS
A. Raceway And Conduit
1. 3/4 inch for exterior underground use and 1/2 inch elsewhere, unless indicated otherwise. Use
of each type restricted as indicated by product.
2. Galvanized rigid steel or galvanized intermediate metal conduit (IMC) is allowed for use in all
areas.
3. Galvanized Electrical Metallic Tubing (EMT), Flexible Steel Conduit, And Metal-Clad Cable
(Type MC) -
a. Allowed for use only in indoor dry locations where it is
1) Not subject to damage
2) Not in contact with earth
3) Not in concrete
b. Flexible steel conduit or metal-clad cable required for final connections to indoor
mechanical equipment.
4. Schedule 40 Polyvinyl Chloride (PVC) Conduit - Allowed for use only underground or below
concrete with galvanized rigid steel or IMC elbows and risers.
5. Listed, Liquid-Tight Flexible Metal Conduit -
a. Use in outdoor final connections to mechanical equipment, length not to exceed 36
inches.
6. Pre-wired 3/8 Inch Flexible Fixture Whips - Allowed only for connection to recessed lighting
fixtures, lengths not to exceed 72 inches.
7. Electrical Non-Metallic Tubing (ENT) - Allowed for use only as a raceway for low voltage
cables in concealed or inaccessible, indoor, dry locations.
8. Prohibited Raceway Materials -
a. Aluminum conduit.
b. Armored cable type AC (BX) cable
B. Raceway And Conduit Fittings
1. Rigid Steel Conduit And IMC - Threaded and designed for conduit use.
2. EMT-
a. Compression type
b. Steel set screw housing type.
3. PVC Conduit -
a. PVC type. Use PVC adapters at all boxes.
b. PVC components, (conduit, fittings, cement) shall be from same Manufacturer.
4. Flexible Steel Conduit - Screw-in type
5. Liquid-tight Flexible Metal Conduit - Sealtite type
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Perris Hill Sr. Center Expansion
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Section 16132
Raceway And Conduit
6. Expansion fittings shall be equal to OZ Type AX sized to raceway and inciuding bonding
jumper.
7. Prohibited Fitting Materials -
a. Crimp-on, tap-on, indenter type fittings.
b. Cast set-screw fittings for EMT.
c. Spray (aerosol) PVC cement.
C. Seal Devices - OZ Type WSK
2.2 MANUFACTURERS
A. Square D, Palatine, IL (800) 847-7500 or (847) 397-2600 www.squared.com
B. Walker Division of Wiremold Co, Williamstown, WV (800) 240-2601 or (304) 375-1000
www.wiremold.com
C. Wiremold Co, West Hartford, CT (800) 621-0049 or (860) 233-6251 www.wiremold.com
PART 3 EXECUTION
3.1 INSTALLATION
A. Interface With Other Work
1 . Coordinate with Division 15 for installation of raceway for controi of mechanical equipment.
2. Install pull wires in raceways installed under this Section where conductors or cables are to be
installed under other Divisions.
B. General
1. Conceal raceways within ceilings, walls, and floors, except at Contractor's option, conduit may
be exposed on walls or ceilings of mechanical equipment areas and above acoustical panel
suspension ceiling systems. Install exposed raceway runs parallel to or at right angles to
building structure lines. .
2. Keep raceway runs 6 inches minimum from hot water pipes.
3. Make no more than four quarter bends, 360 degrees total, in any conduit run between outlet
and outlet, fitting and fltting, or outlet and fitting.
a. Make bends and offsets so conduit is not injured and internal diameter of conduit is not
effectively reduced.
b. Radius of curve shall be at least minimum indicated by NEC.
C. Raceway Support
1. Securely support raceway with approved straps, clamps, or hangers, spaced as required.
2. Do not support from mechanical ducts or duct supports without Architect's written approval.
Securely mount raceway supports, boxes, and cabinets in an approved manner by -
a. Expansion shields in concrete or solid masonry.
b. Toggle bolts on hollow masonry units.
c. Wood screws on wood.
d. Metal screws on metal.
D. Cut conduit smooth and square with run and ream to remove rough edges. Cap raceway ends
during construction. Clean or replace raceway in which water or foreign matter have accumulated.
E. Install insulated bushings on each end of raceway 1-1/4 inches in diameter and larger, and on all
raceways where low voltage cables emerge. Install expansion fittings where raceways cross
building expansion joints.
F. Bend PVC conduit by hot box bender and, for PVC 2 inches in diameter and larger, expanding
plugs. Apply PVC adhesive only by brush.
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Section 16132
Raceway And Conduit
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G. Installation in Concrete
1. Install no conduit in concrete unless outside diameter is less than 1/3 of slab, wall, or beam
thickness in which it is embedded.
a. Position conduits in center of concrete below reinforcing steel, and separated by minimum
lateral spacing of three diameters.
b. Elbows embedded in concrete shall be rigid steel or IMC and stubouts from concrete
slabs shall extend 3 inches minimum before making connection to EMT.
2. Separate conduits penetrating structural slabs in buildings by 2 inches minimum.
3. Install seal device where underground raceways penetrate concrete building wall.
H. Installation In Framing
1. Do not bore holes in joists or beams outside center 1/3 of member depth or within 24 inches
of bearing points. Do not bore holes in vertical framing members outside center 1/3 of member
width.
2. Holes shall be one inch diameter maximum.
I. Underground Raceway And Conduit
1. Bury underground raceway installed outside building 24 inches deep minimum.
2. Bury underground conduit in planting areas minimum 18 inches. It is permissible to install
conduit directly below concrete sidewalks, however, conduit must be buried 18 inches deep
at point of exit from planting areas.
3. Wrap buried galvanized rigid steel and galvanized IMC conduit and fittings with vinyl tape
where in contact with earth or concrete.
J. Run six spare conduits from each new panelboard to ceiling access area or other acceptable
accessible area and cap for future use.
K. Prohibited Procedures
1. Use of wooden plugs inserted in concrete or masonry units for mounting raceway, supports,
boxes, cabinets, or other equipment.
2. Installation of raceway which has been crushed or deformed.
3. Use of torches for bending PVC.
4. Spray applied PVC cement.
5. Boring holes in truss members.
6. Notching of structural members.
7. Supporting raceway from ceiling system support wires.
8. Nail drive straps or tie wire for supporting raceway.
END OF SECTION
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Section 16132
Raceway And Conduit
SECTION 16410
ENCLOSED SWITCHES AND CIRCUIT BREAKERS
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install disconnects as described in Contract Documents, except those provided
integral with equipment.
B. Related Sections
1. Section 16051 - General Electrical Requirements
PART 2 PRODUCTS
2.1 EQUIPMENT
A. Disconnects
1. Heavy duty quick-make, quick-break type, non-fused unless indicated otherwise.
2. Provide interlock to prevent opening of door when switch is in ON position.
3. Provide means to lock switch in OFF position with padlock.
4. Disconnects for motor circuits shall be horsepower rated
5. Enclosures-
a. Exterior - NEMA Type 3R.
6. Fuses-
a. Fuse fused disconnects with dual-eiement time delay fuses and equip with rejection type
fuse holders.
b. Fuses on Project shall be from single manufacturer.
c. Approved Fuse Manufacturers -
1) Bussman Circuit Components, Chicago. IL (800) 937-6246 or (708) 867-4600
www.bussman.com
2) Edison Fusegear Inc, Des Peres, MO (314) 391-3443
3) GEC Alsthom Eiectrical Equipment Corp, Hawthorne, NJ (800) 678-9322 or
(201) 869-7777
4) Ferraz Shawmut, Newburyport, MA (978) 462-6662 www.ferrazshawmut.com
5) Littelfuse Inc, Des Plaines, IL (800) 227-0029 or (847) 824-1188 www.littelfuse.com
7. Approved Manufacturers -
a. Same as Manufacturer of Project's main panelboard.
-
-
-
PART 3 EXECUTION
3.1 INSTALLATION
A. Label disconnects to indicate equipment served, such as Condensing Unit CU-1. Use 1/16 inch
thick laminated plastic composition material with contrasting color core. Engraved letter shall be
1/4 inch high. Attach labels with screws.
END OF SECTION
02514
Perris Hill Sr. Center Expansion
1
Section 16410
Enclosed Switches And Circuit Breakers
-
SECTION 16140
WIRING DEVICES
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install wiring devices complete with plates as described in Contract Documents.
2. Furnish and install cover plates for sound system devices.
B. Related Sections
1. Section 16051 - General Eiectrical Requirements
PART 2 PRODUCTS
2.1 GENERAL
A. Faces shall be nylon where available.
B. Devices of single type shall be from same Manufacturer.
C. Devices are listed as Ivory. Use Ivory devices on light colored walls and brown on dark walls.
2.2 MANUFACTURED UNITS
A. Switches
1. Rectangular Face Designer Style -
a. Approved Products -
1) 20 AMP, single pole -
a) Arrow Hart - DEC1201
b) Eagle - 6621V
c). Hubbell - HBL2121\
d) Leviton - 5621 +1
e) Pass & Seymour - 2621-1
2) Two Pole -
a) Arrow Hart - DEC2201
b) Eagle - 6622V
c) Hubbell - HBL21221
d) Leviton - 5622+1
e) Pass & Seymour -
2. Standard-
a. Verified by UL to meet Fed Spec WS-896E.
b. Approved Products -
1) 20 AMP, single pole -
a) Arrow Hart - 12211
b) Eagle - 2221V
c) Hubbell - HBL 1221-1
d) Pass & Seymour - 20AC1-1
e) Leviton - 1221-21
B. Receptacles
1. Rectangular Face Designer Style -
a. 15 AMP, specification grade, back and side wired, self grounding.
b. Approved Products -
1) Arrow Hart - DECB151
2) Eagle - 6262V
3) Hubbell - 2152\
02514
Perris Hill Sr. Center Expansion
1
Section 16140
Wiring Devices
4) Leviton - 16252-1
5) Pass & Seymour - 26252-1
2. Standard Style -
a. 15 AMP, specification grade, back and side wired, self grounding.
b. Verified by UL to meet Fed Spec WC-596F.
c. Approved Products -
1) Arrow Hart - 52521
2) Eagle - 5252V
3) Hubbell - HBL52521
4) Leviton - 5252-1
5) Pass & Seymour - 5252-1
3. Ground Fault Circuit Interrupter (GFCI) -
a. 15 AMP, specification grade.
b. Approved Products -
1) Arrow Hart - GF52421
2) Eagle - 646-2V
3) Hubbell - GF52521
4) Leviton - 6599-1
5) Pass & Seymour - 1591-1 26252-1
C. Telephone Jacks
1. Desk type, 4 conductor, screw terminals.
a. Approved Products -
1) Eagle - TWD3532V
2) Leviton - 40249-1
3) Pass & Seymour - TE1-1
4) Suttle - SE-625B-50
2. Wall type, 4 conductor, screw terminals.
a. Approved Products -
1) Eagle - TWD3521V
2) Leviton - 40257-1
3) Pass & Seymour - WMTE14-1
4) Suttle - SE-630AC4-50
....
D. Plates
1. Standard Cover Plates -
a. Office I Occupied Areas -
1) Nylon or high impact resistant thermoplastic.
2) Color shall match wiring device.
b. All Other - Stainless Steel
c. Ganged switches shall have gang plates.
d. Approved Products
1) Arrow Hart
2) Eagle
3) Hubbell
4) Leviton
5) Pass & Seymour
2. Weatherproof Receptacle Covers -
a. Complete with corrosion resistant metal plate, spring lid cover, and weatherproof mats.
b. Compatible with GFCI receptacles.
c. Approved Products -
1) Arrow Hart - 4502, horizontal; 4501, vertical
2) Eagle - 1966, horizontal; 966, vertical
3) Hubbell - CWP26H, horizontal; WP26, vertical
4) Leviton - 4990, horizontal; 4992, vertical
5) Pass & Seymour - CA26-GH, horizontal; CA26-GV, vertical
~
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-
..
02514
Perris Hill Sr. Center Expansion
2
Section 16140
Wiring Devices
2.2 MANUFACTURERS
A. Arrow Hart Wiring Devices Inc, Syracuse, NY (800) 628-8656 or (315) 477- 5345
www.arrowhart.com
B. Eagle Electric Manufacturing Co, Long Island City, NY (800) 366-6789 or (718) 937-8000
www.eagle-electric.com
C. Hubbelllnc, Milford, CT (800) 255-1031 or (203) 882-4800 www.hubbell-wiring.com
D. Hunt Control Systems Inc, Fort Collins, CO (970) 484-9048 www.huntdlmming.com
E. Intermatic Inc, Spring Grove, IL (815) 675-2321 www.intermatic.com
F. Leviton Manufacturing Co, Liltle Neck, NY (800) 824-3005 or (718) 229-4040 www.leviton.com
G. Lightolier, Fall River, MA (800) 217-7722 or (508) 679-8131 www.lightolier.com
H. Lutron Electronics Co Inc, Coopersburg, PA (800) 523-9466 or (610) 282-3800
www.lutron.com
I. Mytech Corp, Austin, TX (888) 698-3242 or (512) 450-1100 www.lightswitch.com
J. Novitas Inc, Culver City, CA (310) 568-9600 www.novitas.com
K. Paragon Electric Co Inc, Two Rivers, WI (920) 763-1161 www.paragonelectric.com
L. Pass & Seymour, Syracuse, NY (800) 776-4035 or (315) 468-6211 www.passandseymour.com
M. Sullie, Hector, MN (800) 852-8662 or (320) 848-6711 www.sutlleonline.com
N. Tork Inc, Mount Vernon, NY (914) 664-3542 www.tork.com
O. Unenco Electronics Inc, Alameda, CA (800) 227-0452 or (510) 337-1000 www.unenco.com
P. Walt Stopper Inc, Santa Clara, CA (800) 879-8585 or (408) 988-5331 www.wallstopper.com
PART 3 EXECUTION
3.1 INSTAllATION
A. Install devices flush with walls, straight, and solid to box.
B. Label dimmer switch groupings with 1/16 inch thick laminated plastic composition material with
contrasting color core. Engraved lelter shall be 1/4 inch high.
END OF SECTION
02514
Perris Hill Sr. Center Expansion
3
Section 16140
Wiring Devices
SECTION 16150
WIRING CONNECTIONS
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1 . Quality of wiring connections used on Project.
B. Related Sections
1. Section 16051 - General Electrical Requirements
-
PART 2 PRODUCTS
",,",'
2.1 COMPONENTS
A. Standard Connectors
1. Conductors No.8 And Smaller - Steel spring wire connectors
2. Conductors Larger Than NO.8 - Pressure type terminal lugs
3. Connections Outside Building - Watertight steel spring wire connections with waterproof, non-
hardening sealant.
iP-.'
B. Terminal blocks for tapping conductors
1. Terminals shall be suitable for use with 75 deg C copper conductors.
2. Acceptable Products -
a. LBA363106 by Square 0 Co, Palatine, IL (800) 847-7500 or (847) 937-2600
www.squared.com
b. 16323 by Bussman Div of Cooper Industries, St Louis, MO (800) 937-4600 or
(314) 394-2877 www.bussman.com
c. Equal as approved by Architect before bidding. See Section 01600.
PART 3 EXECUTION - Not Used
-
END OF SECTION
02514
Perris Hill Sr. Center Expansion
1
Section 16150
Wiring Connections
""!,
SECTION 16520
EXTERIOR LUMINAIRES
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install exterior lighting system as described in Contract Documents
B. Reiated Sections
1. Section 16051 - General Electrical Requirements
PART 2 PRODUCTS
2.1 EQUIPMENT
A. Exterior Fixtures
1. Finish shall meet requirements of AAMA 603.8 for baked-on organic coating, AAMA 605.2 high
performance organic coating, or AAMAArchitectural Class I anodizing as necessary to provide
specified color.
2. Color shall be Manufacturer's standard white, natural aluminum, or medium bronze as selected
by Architect prior to bidding.
3. Acceptable Products -
a. As indicated on Fixture Schedule. Do not mix fixtures from different manufacturers for
one use.
b. Equals as approved by Architect before bidding. See Section 01600.
B. Conduit
1. Type as specified in Section 16132.
2. Do not use direct burial cable.
C. Exterior Lighting Control
1. Time Switch -
a. Standard 24 hour dial time switch, 120 volts, NEMA 1 enclosure
b. Approved Products -
1) Intermatic - T101
2) Paragon - 4001-00
3) Tork - 1101
3. Lighting Contactor -
a. 120 or 277 volt coil, 20 amps, 2 pole, NEMA 1 enclosure.
b. By same manufacturer as main panelboard.
c. Approved Products -
1) Cutler Hammer - CN35
2) General Electric - CR260L-21CA22
3) Siemens - CLH1B4212A803
4) Square D - Class 8903, Type LG-20
2.2 MANUFACTURERS
A. Cutler-Hammer Inc, Pittsburgh, PA (800) 525-2000 www.ch.cutlerhammer.com
B. General Electric Industrial Systems, Charlotte, NC (800) 431-7867
www.ge.com/industrialsystems/
C. Intermatic Inc, Spring Grove, IL (815) 675-2321 www.intermatic.com
D. Paragon Electric Co Inc, Two Rivers, WI (920) 793-1161 www.paragonelectric.com
E. Siemens Energy & Automation, Alphrata, GA (800) 964-4114 or (770) 751-2000
www.sea.siemens.com
F. Square D Co, Palatine, IL (800) 847-7500 or (847) 397-2600 www.squared.com
02514
Perris Hill Sr. Center Expansion
1
Section 16520
Exterior Luminaires
G. Tork Inc, Mount Vernon, NY (914) 664-3542 www.tork.com
PART 3 EXECUTION
3.1 INSTAllATION
A. Interface With Other Work.
B. Lighting Control
1 . Install time switches. manual bypass switches. and contactor inside building to control building
exterior lighting. label each component to identify lighting controlled. I.E. 'AREA LIGHTING'
or 'BUilDING LIGHTING'. Label with 1/16 inch thick laminated plastic composition material
with contrasting color core. Engraved letters shall be 1/4 inch high.
2. Locate photo cell outside building under soffit and away from any light source and direct
sunlight.
3. Wire photo cell and time switch in series for photo cell ON, time switch OFF operation.
..
END OF SECTION
R
.......
02514
Perris Hill Sr. Center Expansion
2
Section 16520
Exterior Luminaires
~
SECTION 16442
PANELBOARDS
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install panelboards as described in Contract Documents.
B. Related Sections
1. Section 16051 - General Electrical Requirements
PART 2 PRODUCTS
2.1 EQUIPMENT
A. Lighting And Distribution Panel boards
1. Minimum integrated equipment short circuit rating of 10,000 amperes.
2. Plug-on or bolt-on breakers. Multi-pole breakers shall be common trip.
3. Bussing and ground bus shall be copper.
4. Cabinets shall be locking type with no exposed latches or screws when door is closed. Key
panels alike and provide minimum of three keys.
5. Minimum dimensions of 20 inches wide by 5-3/4 inches deep.
6. Use equipment from same manufacturer as main panelboard.
7. Approved Products -
a. Type PRL 1 a by Cutler-Hammer
b. Type AL or AO by General Electric
c. Type S1 by Siemens
d. NOOD by Square D
2.2 MANUFACTURERS
A. Cutier-Hammer.lnc, Pittsburgh, PA (800) 525-2000 www.ch.cutler-hammer.com
B. General Electric Industrial Systems, Charlotte, NC (800) 431-7867
www.ge.comlindustrialsystems/
C. Siemens Energy & Automation, Alphrata, GA (800) 964-751-2000 or (770) 751-2000
www.sea.siemens.com
D. Square D Co, Palatine, IL (800) 847-7500 or (847) 397-2600 www.squared.com
PART 3 EXECUTION
3.1 INSTALLATION
A. Label panelboards and each breaker in main panelboard with 1/16 inch thick laminated plastic
composition material with contrasting color core. Engraved letters shall be 1/4 inch high.
B. Provide typewritten circuit schedules in lighting and distribution panelboards to identify panelboard
and load served by each branch breaker.
3.2 PROTECTION
A. Protect panelboards and interior components from paint, gypsum board compound, dirt, dust, and
other foreign matter during construction.
END OF SECTION
02514
Perris Hill Sr. Center Expansion
1
Section 16442
Panel boards
SECTION 16510
INTERIOR LUMINAIRES
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install lighting system as described in Contract Documents, complete with lamps.
B. Related Sections
1. Section 16051 - General Electrical Requirements
PART 2 PRODUCTS
. 2.1 EQUIPMENT
A. Lighting Fixtures
1 . Acceptable Products -
a. See Fixture Schedule on Drawings for acceptable manufacturers and models.
b. Equals as approved by Architect before bidding. See Section 01600.
B. Fluorescent Ballasts
1. Electronic solid state for 265mA, T8 lamps
a. UL listed and labeled.
b. Minimum power factor of 90 percent
c. Maximum total harmonic distortion of 20 percent.
d. Operation of lamps at normal light output and in compliance with Lamp Manufacturer's
recommendations.
e. Audible noise level lower than quietest CBM certified ballast for same application.
f. Transient protection in accordance with ANSI 62.41-1984.
g. Comply with FCC Rules Part 18, 15J.
h. Maximum crest factor of 1.7.
i. Five year full replacement warranty including labor allowance for replacement.
j. Ballast voltage to match system voltage.
k. Approved Manufacturers -
1) Advance
2) Howard Industries
3) Universal Lighting Technologies
4) Osram I Sylvania
C. Lamps
1. Approved Manufacturers -
a. Osram I Sylvania
b. General Electric
c. North American Philips
2.2 MANUFACTURERS
A. Fixtures - When several lighting fixtures are specified by name for one use on Drawings, select
anyone of those specified. Do not mix fixtures from different manufacturers specified for one use.
B. Specification Items
1. Advance Transformer Co, Rosemont, IL (800) 322-2086 or (847) 390-5000
www.advancetransformer.com
2. General Electric Lighting, East Cleveland, OH (800) 327-0097 or (216) 266-2121
www.ge.com/lighling/
02514
Perris Hill Sr. Center Expansion
1
Section 16510
Interior Luminaires
.'
"
~,.,
.~
,.
-
-
3. Howard Industries, Laurel, MS (800) 956-3456 or (601) 422-0033
www.howard-ballast.com
4. Motorola Lighting Co, Buffalo Grove, IL (800) 654-0089 or (847) 215-6300
www.mot.com/ies/mli
5. Novitas Inc, Culver City, CA (310) 568-9600 www.novitas.com
6. Osram Sylvania, Danvers, MA (800) 544-4828 or (978) 777-1900 www.sylvania.com
7. Philips Lighting Co, Somerset, NJ (800) 631-1259 or (732) 563-3000
www.lighting.philips.com
8. Universal Lighting Technologies, Nashville, TN (800) 624-6383 or (615) 316-5100
www.universalballast.com
9. Venture Lighting International, Solon, OH (800) 451-2606 or (440) 248-3510
www.venturelighting.com
10. Walt Stopper Inc, Santa Clara, CA (800) 879-8585 or (408) 988-5331
www.wallstopper.com
C. Scheduled Lighting Fixtures
1. Daybrite Div Thomas Lighting, Tupelo, MS (601) 842-7212 www.thomaslighting.com
2.3 SOURCE QUALITY CONTROL
A. Fixtures shall be fully assembled complete with necessary wiring, sockets, lamps, reflectors,
ballasts, auxiliaries, plaster frames, recessing boxes, hangers, supports, lenses,.diffusers, and other
accessories essential for complete working installation.
PART 3 EXECUTION
3.1 INSTALLATION
A. Interface With Other Work
1 . Coordinate with Sections under 091 00 and 09500 headings to obtain symmetrical arrangement
of fixtures in acoustic tile ceiling.
2. Coordinate with Sections under 09900 to ensure that light coves are properly painted before
installation of light fixtures.
3. In mechanical equipment rooms, coordinate locations oflightfixtures with equipment locations
to provide proper room illumination without obstruction. Suspend fixtures which must be
mounted below pipes, ducts, etc, with chains or other Architect approved method.
B. Securely mount fixtures. Support fixtures weighing 50 Ibs or more from building framing or
structural members.
C. Fasten lay-in fluorescent fixtures to ceiling suspension system on each side with bolts, screws,
rivets, or clips. In addition, connect lay-in fixtures weighing less than 50 Ibs with two wire hangers
minimum to building framing or structural members. Connect wires to opposing corners of fixture
and may be slightly slack. Make final conduit connections to lay-in fluorescent fixtures with specified
flexible conduit or flexible fixture whips.
D. Where recessed fixtures are to be installed, provide openings, plaster rings, etc, of exact
dimensions for such fixtures to be properly installed. Coordinate fixture installation with ceiling type
'and thickness. Terminate circuits for recessed fixtures in an extension outlet box near fixture and
connect with specified flexible conduit.
3.2 ADJUSTMENT
A. Repair scratches or nicks on exposed surfaces of fixtures to match original undamaged conditions.
END OF SECTION
02514
Perris Hill Sr. Center Expansion
2
Section 16510
Interior Luminaires
SECTION 16532
EMERGENCY BATTERY UNITS
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1 . Furnish and install fluorescent emergency lighting packs as described in Contract Documents.
B. Related Sections
1. Section 16051 - General Electrical Requirements
PART 2 PRODUCTS
2.1 EQUIPMENT
A. Lighting Packs
1. Shall operate one lamp at approximately 600 lumens initially and not less than 450 lumens
after 90 minutes.
2. Battery shall be long life nickel cadmium type. Charger shall be capable of full recharge in 24
hours.
3. Unit shall be complete with charging indicator light and test switch.
4. Acceptable Products -
a. B70A by Bodine Co Inc, Collierville, TN (800) 223-5728 or (901) 853-7211
www.bodine.com
b. CFP841 by Chloride Systems. Burgaw, NC (910) 259-1000 www.chloridesys.com
c. UFO-5 by Dual-Lite Inc, Cheshire, CT (203) 699-3000 www.dual-Iite.com
d. 1-48 by Iota Engineering Co, Tucson, AZ (520) 294-3292 www.iotaengineering.com
e. PS600C by Lithonia Lighting, Conyers, GA (770) 922-9000 www.lithonia.com
f. Equal as approved by Architect before bidding. See Section 01600.
-
-
PART 3 EXECUTION
3.1 INSTALLATION
A. Install fluorescent emergency lighting pack in ballast channel with charging indicator light and test
switch mounted on fixture end, or visible and accessible through lens.
B. Wire so unit can be tested with lights on.
C. Wire so lamps in normal mode are switched off with other lighting in area. Connect emergency
lighting unit to unswitched conductor of normal lighting circuit.
..
END OF SECTION
.'
02514
Perris Hill Sr. Center Expansion
1
Section 16532
Emergency Battery Units
..'
SECTION 16721
TELEPHONE SYSTEM
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install building telephone raceway and cable system as described in Contract
Documents.
2. Furnish and install main service raceway as described in Contract Documents and to comply
with telephone company requirements.
B. Related Sections
1. Section 16140 - Telephone jacks and plates
PART 2 PRODUCTS
2.1 COMPONENTS
A. Telephone outlet box shall be single device outlet box.
B. Building Telephone System Cable
1. CAT 5E, 24 AWG, solid bare copper, four pair, UTP.
2. Meet requirements of EIA I TIA 568 Standard.
PART 3 EXECUTION
3.1 INSTALLATION
A. Terminate cables at each outlet with specified modular telephone jack assembly.
Leave adequate slack cable at terminal board for termination of each cable run.
END OF SECTION
02514
Perris Hill Sr. Center Expansion
1
Section 16721
Telephone System
SECTION 16811
SOUND AND VIDEO ELECTRICAL SYSTEM
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install concealed raceway, cables and conductors, and related electrical
equipment for sound and video system as described in Contract Documents.
B. Related Sections
1 . Section 13376 - Furnishing and installing of sound system by Church approved installer and
not to be included as part of work of Section 16811
2. Section 13381 - Furnishing and installing of satellite dish and TV distribution systems by -,
Church approved installer and not to be included as part of work of Section 16811
3. Section 16051 - General Electrical Requirements
1.2 SYSTEM DESCRIPTION
A. Design Requirements - All aspects of design of sound system have been included as requirements
of Owner. Do not make changes to any aspects of installation, design, or equipment pertaining to
sound system without Owner's approval through Architect and Sound Consultant.
PART 2 PRODUCTS
2.1 COMPONENTS
A. Control Relays for Sound System Power
1. 20 AMP, 120 VAC minimum load contacts.
2. 24 VDC control coil.
3. NEMA 1 enclosure.
4. Relay and enclosure shall be UL listed as an assembly.
5. Acceptable Products -
a. Class 8501 Type CD06-V53 with Class 9991 Type UE1 enclosure by Square D
b. 700-HG45Z24 with 700-HN120 enclosure by Allen-Bradley
c. Equal as approved by Architect before installation. See Section 01600.
2.2 APPROVED MANUFACTURERS
A. Components as shown on Drawings from following manufacturers.
1. Alpha Systems - (801) 255-2631
2. Allen-Bradley, Milwaukee, WI (414) 382-2000 www.ab.com
3. Alpha Wire Co, Elizabeth, NJ (800) 522-5742 or (201) 925-8000 www.alphawire.com
4. Atlas Sound, Fenton, MO (800) 876-7337 or (314) 349-3110 www.atlassound.com
5. Belden Wire & Cable Co, Hichmond, IN (317) 983-5200 www.belden.com
6. Carol I Columbia Wire - (401) 724-9605
7. EMTECH Electronics Inc, Lindon, UT (800) 847-1101 or (801) 847-1100
www.emtechelectronics.com
8. Lowell Manufacturing Co, Pacific, MO (800) 825-9660 or (314) 781-9058
www.dreived.com/-Ianny/lowellmfg
9. Middle Atlantic Products Inc, Riverdale, NJ (973) 839-1011 www.middleatlantic.com
10. Square D Co, Palatine, IL (800) 847-7500 or (847) 937-2600 www.squared.com
11. West Penn Wire Corp, Washington, PA (800) 245-4964 or (724) 222-7060
www.westpenn-cdt.com
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02514
Perris Hill Sr. Center Expansion
1
Section 16811
Sound And Video Electrical System
SECTION 16811
SOUND AND VIDEO ELECTRICAl SYSTEM
PART 1 GENERAl
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install concealed raceway, cables and conductors, and related electrical
equipment for sound and video system as described in Contract Documents.
B. Related Sections
1. Section 13376 - Furnishing and installing of sound system by Church approved installer and
not to be included as part of work of Section 16811
2. Section 13381 - Furnishing and installing of satellite dish and TV distribution systems by
Church approved installer and not to be included as part of work of Section 16811
3. Section 16051 - General Eiectrical Requirements
1.2 SYSTEM DESCRIPTION
A. Design Requirements - All aspects of design of sound system have been included as requirements
of Owner. Do not make changes to any aspects of installation, design, or equipment pertaining to
sound system without Owner's approval through Architect and Sound Consultant.
PART 2 PRODUCTS
2.1 COMPONENTS
A. Control Relays for Sound System Power
1. 20 AMP, 120 VAC minimum load contacts.
2. 24 VDC control coil.
3. NEMA 1 enclosure.
4. Relay and enclosure shall be UL listed as an assembly.
5. Acceptable Products -
a. Class 8501 Type CD06-V53 with Class 9991 Type UE1 enclosure by Square 0
b. 700-HG45Z24 with 700-HN120 enclosure by Allen-Bradley
c. Equal as approved by Architect before installation. See Section 01600.
2.2 APPROVED MANUFACTURERS
A. Components as shown on Drawings from following manufacturers.
1. Alpha Systems - (801) 255-2631
2. Allen-Bradley, Milwaukee, WI (414) 382-2000 www.ab.com
3. Alpha Wire Co, Elizabeth, NJ (800) 522-5742 or (201) 925-8000 www.alphawire.com
4. Atlas Sound, Fenton, MO (800) 876-7337 or (314) 349-3110 www.atlassound.com
5. Belden Wire & Cable Co, Richmond, IN (317) 983-5200 www.beiden.com
6. Carol! Columbia Wire - (401) 724-9605
7. EMTECH Electronics Inc, Lindon, UT (800)847-1101 or (801) 847-1100
www.emtechelectronics.com
8. Lowell Manufacturing Co, Pacific, MO (800) 825-9660 or (314) 781-9058
www.dreived.comHanny!lowellmfg
9. Middle Atlantic Products Inc, Riverdale, NJ (973) 839-1011 www.middleatlantic.com
10. Square 0 Co, Palatine, IL (800) 647-7500 or (847) 937-2600 www.squared.com
11. West Penn Wire Corp, Washington, PA (800) 245-4964 or (724) 222-7060
www.westpenn-cdt.com
02514
Perris Hill Sr. Center Expansion
1
Section 16811
Sound And Video Electrical System
OFFICE OF COMMUNITY DEVELOPMENT
COMMUNITY DD'ELOPMENT BLOCK GRANT PROGRAM
CONTRACTOR'S CERTIFICATION
CONCERNING LABOR STANDARDS AND PREVAILING WAGE REQUIREMENTS
TO (Appropriate Recipient)
DATE:
PROJECT NO. (If any).'
CIO
PROJECT NAME:
1. The undersigned, having executed a contract with
for the construction of the above-identified project, acknowledges that:
( a ) The Labor Standards provisions are included in the aforesaid contract
(b) Correction of any infractions of the aforesaid conditions, including infractions by any of his
subcontractors and any lower tier subcontractors, is his responsibility.
o He certifies that:
( a ) Neither he nor any firm, corporation, partnership or association in which he has substantial
interest is designated as an ineligible contractor by the Comptroller General of the United States
pursuant to Section 5.6(b) of the Regulations of the Secretary of Labor, Part 5 (29 CFR,
Part 5) or pursuant to Section 3(a) of the Davis-Bacon Act, as amended (40 use 2760-2(0).
( b ) No part of the aforementioned contract has been or will be subcontracted to any subcontractor
if such subcontractor or any firm, corporation, partnership or association in whichsuch
subcontractor has a substantial interest is designated as an ineligible contractor pursuant to any
of the aforementioned regulatory or statutory provisions.
3. He agrees to obtain and forward to the aforementioned recipient within ten days after the execution of any
subcontract, including those executed by his subcontractors and any lower tier subcontractors, a "Subcontractor's
Certification Concerning Labor Standards and Prevailing Wage Requirements" executed by the subcontractors.
4. He Certifies that:
(a) The legal name and the business address of the undersigned are:
(b)
The undersigned is:
( I ) A SINGLE PROPRIETORSHIP
(3) A CORPORATION ORGANIZED IN
THE STATE OF
(2) A PARTNERSHIP
( 4 ) OTHER ORGANIZA nON (Describe)
(Cont. )
Page ] of ]
4. (COni.)
( c )
The name, title and address of the owner, partners or officers of the undersigned are:
NAME
TITLE
ADDRESS
( d ) The names, addresses and the nature of the interest of all other persons, both natural and corporate,
having a substantial interest in the undersigned are (If nane, sa stale):
NAME
ADDRESS
NATURE OF INTEREST
( e ) The names, addresses and trade classifications of all other building construction contractors
in which the undersigned has a substantial interest are (If none, so slale):
NAME
ADDRESS
TRADE CLASSIFICATION
(CONTRACTOR)
DATE:
BY:
(SIGNATURE)
WARNING
U. S. Criminal Code, Section 1010, Tille /8, V.S.c., provides in part: "Whoever ..."" makes, passes, utters or publishes any statement,
knowing ti,e same to he false ............. shall he fined not morl! than $5,000 or imprisoned not more than two (1) years, or both.
CERTIFICATION OF BIDDER REGARDING
EQUAL EMPLOYMENT OPPORTUNITY
INSTRUCTIONS
This certification is required pursuant to Executive Order 11246 ( 30 F.R. 123 I 9-25). The implementing rules and
regulations provide that any bidder or prospective contractor, or any of their proposed subcontractors, shall state as an initial
part of the bid or negotiations of the contract whether it has (they have) participated in any previous contract or subcontract
subject to the equal opportunity clause; and, if so, whether it has (they have) filed all compliance reports due under applicable
instructions.
Where the certification indicates that the bidder has not filed a compliance report due under applicable instructions, such
bidder shall be required to submit a compliance report within seven calendar days after bid opening. No contract shall be
. awarded unless such report is submitted.
CERTIFICATION BY BIDDER
Bidder's Name:
Address and Zip Code:
1. Bidder has participated in a previous contract or subcontract subject to the Equal Opportunity Clause.
YES D NO D ( If answer is YES, identify the most recent contract. )
2. Compliance reports were required to be filed in connection with such contract or subcontract.
YES D NO D ( If answer is YES, identify the most recent contract.)
3. Bidder has filed all compliance reports due under applicable instructions, including SF-100.
YES D NO D NONE REQUIRED D
4. If answer to item 3 is "NO", please explain in detail, using the reverse side of this certification
if necessary.
CERTIFICA TION ~ The information above is true and complete to the best of my knowledge and belief.
Ntme and Title of:igocr (Please Type)
:ignature
Thte
FORM OF BID BOND
KNOW ALL MEN BY THESE PRESENTS. that we, the undersigned,
as Principal, and
as Surety, are hereby
and firmly bound unto the City of San Bernardino . State of California, hereinafter referred to as "Obligee" in
the penal sum often percent (10% ) of the total amount of the bid of the Principal submitted to the Obligee for the work
described below, for the payment of which sum we hereby jointly and severally bind ourselves, our heirs, executors,
administrators, successors and assigns.
THE CONDITION OF THIS OBLIGATION IS SUCH, THAT:
WHEREAS, the Principal has submitted to Obligee, a certain Bid, attached hereto and hereby made a part hereof to enter
into a contract in writing, for the
( Copy here the exact title description of work, including location as it appears on the proposal)
for which bids are to be opened on
( Insert date of opening)
NOW, THEREFORE,
a. If said Bid shall be rejected, or in the alternate,
b. If said Bid shall be accepted and the Principal shall execute a contract
in the Form of contract attached hereto ( properly completed in accordance
with said Bid) and shall furnish a bond for his faithful performance of said
contract, and shall in all other respects perfonn the agreement created by the acceptance of said Bid,
then this obligation shall be void; otherwise, the same shall remain in force and effect; it being expressly understood and
agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this
obligation as herein stated.
The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no
way impaired or affected by any extension of the time within which the Obligee may accept such Bid; and said Surety
does hereby waive notice of any such extension.
Signed, this
day of
, 20
IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are
corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers,
the day and year first mentioned.
(SEAL)
(SEAL)
Principal
Surety
By:
By:
Signature
Signature
Printed Name and Title
Printed Name and Title
OFFICE OF COMMUNITY DEVELOPMENT
COMMUNITY DEVELOPMENT BLOCK GRANT PROGRAM
SUBCONTRACTOR'S CERTIFICATION
CONCERNING LABOR STANDARDS AND PREVAILING WAGE REQUIREMENTS
TO (Appropriate Recipient)
DATE
PROJECT NO. (If any)
C/O
PROJECT NAME
1. The undersigned, having executed a contract with
(Contractor or Subcontractor)
in the amount of $
for
( Nature of Work)
in the construction of the above-identified project, certifies that:
( a ) The Labor Standards Provisions of the Contract for Construction are included in the aforesaid
contract.
( b ) Neither he nor any firm, corporation, partnership or association in which he has substantial
interest is designated as an ineligible contractor by the Comptroller General of the United States
pursuant to Section 5.60(b) of the Regulations of the Secretary of Labor, Part 5 (29 CFR. .
Part 5) or pursuant to Section 3(a) of the Davis-Bacon Act, as amended (40 u.s.e. 276a-2(a).
( c ) No part of the aforementioned contract has been or will be subcontracted to any subcontractor
if such subcontractor or any firm, corporation, partnership or association in which such
subcontractor has a substantial interest is designated as an ineligible contractor pursuant to any
of the aforementioned regulatory or statutory provisions.
2. He agrees to obtain and forward to the contractor, for transmittal to the aforementioned recipient within ten
days after the execution of any lower subcontract, a "Subcontractor's Certification Concerning Labor
Standards and Prevailing Wage Requirements" executed by the lower tier subcontractor, in duplicate.
(a) The workmen will report for duty on or about
(Dale)
3. He Certifies that:
( a ) The legal name and the business address of the undersigned are:
( b ) The undersigned is:
( 1 ) A SINGLE PROPRIETORSHIP
( 3 ) A CORPORATION ORGANIZED IN
THE STATE OF
(2) A PARTNERSHIP
( 4) OTHER ORGANIZA nON (Describe)
(Cont. )
Page 2 of 2
3. (conI.)
(c)
The name, title and address of the owner, partners or officers of the undersigned are:
NAME
TITLE
ADDRESS
( d ) The names, addresses and the nature of the interest of all other persons, both natural and
corporate, having a substantial interest in the undersigned are (If none, so slale;'
NAME
ADDRESS
NATURE OF INTEREST
( e ) The names, addresses and trade classifications of all other building construction contractors
in which the undersigned has a substantial interest are (If none, so slate):
NAME
ADDRESS
TRADE CLASSIFICATION
BY:
( SUBCONTRACTOR)
(SIGNATURE)
DATE:
( Typed Name and Title)
WARNING
U. S. Criminal Code, Section 1010, Title 18. V.S.c., provides in part: "Whoever ....... makes, passes, utters or publishes any
statemelll, knowing the same to be false ............. shall be fined not more than $5,000 or imprisoned not more than two (2)
years, or both.
CERTIFICATION BY PROPOSED SUBCONTRACTOR REGARDING
EQUAL EMPLOYMENT OPPORTUNITY
Project No.
!Vame of Prime Contraclor
INSTRUCTIONS
This certification is required pursuant to Executive Order 11246 ( 30 F.R. 12319-25). The implementing Rules and
regulations provide that any bidder or prospective contractor, or any of their proposed subcontractors, shall state
as an initial part of the bid or negotiations of the contract whether it has (they have) participated in any previous
contract or subcontract subject to the equal opportunity clause; and, if so, whether it has (they have) filed all compliance
reports due under applicable instructions.
Where the certification indicates that the subcontractor has not filled a compliance report due under applicable
instructions, such subcontractor shall be required to submit a compliance report before the owner approves the
subcontract or permits work to begin under the subcontract.
SUBCONTRACTOR'S CERTIFICATION
Subcontractor's Name:
Address and Zip Code:
1. Bidder has participated in a previous contract or subcontract subject to the Equal Opportunity Clause:
YES D NO D
2. Compliance reports were required to be filed in connection with such contract or subcontract:
YES D NO D
3. Bidder has filed all compliance reports due under applicable instructions, including an SF-IOO:
YES D NO D NONE REQUIRED D
4. If answer to Item 3 is "NO", please explain in detail, using the reverse side of this certification, if necessary.
CERTIFICATION - The information above is true and complete to the best of my knowledge and belief.
Name and Title of Signer (Please Type)
Dare
Signature
SECTION 3 CLAUSE
135.20 Assurance of compliance with regulations
(a) Every contract or agreement for a grant, loan subsidy, or other direct financial
assistance in aid of housing, urban planning, development, redevelopment or renewal, public or
community facilities, and new community development, entered into by the Department of
Housing and Urban Development with respect to a Section 3 covered project shall contain
provisions requiring the applicant or recipient to carry out the provisions of Section 3, the
regulations set forth in this part, and any applicable rules and orders of the Department issued
thereunder prior to approval of its application for assistance for a Section 3 covered project.
(b) Everv application. recipient. contracting party, contractor, and subcontractor shall
incorporate, or cause to be incorporated. in all contracts for work in connection with a Section 3
covered proiect. the following clause (referred to as a Section 3 clause):
A. The work to be performed under this contract is on a project assisted under a program
providing direct Federal financial assistance from the Department of Housing and Urban
Development and is subject to the requirements of Section 3 of the Housing and Urban
Development Act of 1968, as amended, 12 U.S. C. 1701u. Section 3 requires that, to the greatest
extent feasible, opportunities for training and employment be given to lower income residents of
the project area and contracts for work in connection with the project be awarded to business
concerns which are located in, or owned in substantial part by persons residing in, the area of the
project.
B. The parties to this contract will comply with the provisions of said Section 3 and the
regulations issued purs"uant thereto by the Secretary of Housing and Urban Development set forth
in 24 CFR 135, and all applicable rules and orders of the Department issued thereunder prior to
the execution of this contract. The parties to this contract certify and agree that they are under no
contractual or other disability which would prevent them from complying with these requirements.
C. The contractor will send to each labor organization or representative of workers with
which he has a collective bargaining agreement or other contract or understanding, if any, a notice
advising the said labor organization or workers' representative of his commitments under this
Section 3 clause and shall post copies of the notice in conspicuous places available to employees
and applicants for employment or training.
D. The contractor will include this Section 3 clause in every subcontract for work in
connection with the project and will, at the direction of the applicant for or recipient of Federal
financial assistance, take appropriate action pursuant to the subcontract upon a finding that the
subcontractor is in violation of regulations issued by the Secretary of Housing and Urban
Development, 24 CFR 135. The contractor will not subcontract with any subcontractor where it
has notice or knowledge that the latter has been found in violation of regulations under 24 CFR
135 and will not let any subcontract unless the subcontractor has first provided it with a
preliminary statement of ability to comply with the requirements of these regulations.
E. Compliance with the previsions of Section 3, the regulations set forth in 24 CFR
l35,_and all applicable rules and orders of the Department issued thereunder prior to the execution
of the contract, shall be a condition of the Federal financial assistance provided to the project,
binding upon the applicant or recipient for such assistance, its successors, and assigns. Failure to
fulfill these requirements shall subject the applicant or recipient, its contractors and
subcontractors, its successors, and assigns to those sanctions specified by the grant or loan
agreement or contract through which Federal assistance is provided, and to such sanctions as are
specified by 24 CFR 135.
. I certify that I have read the Section 3 Clause and agree to comply with the provisions contained
therein.
Signature
Dare
Company Name
Address
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INSTRUCTIONS FOR CO"""'L.[TINC CONTRA.Cr CC*'I.IA.NCE
OUAL.IFYINC IIlE~IIlT
.101 CATrl:O."
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APPENDIX I
Category Principal Business Location Goal = Parity With
Contractors except San Bernardino County Riverside, San Bernardino, Ontario
construction S.M.S.A.
Contractors except Within Los Angeles, Long Local S.M.S.A.
construction Beach, Orange and San Diego
S.M.S.A.
Contractors except Within California, but not Area business located, unless have
construction San Bernardino, Orange, Los offices in Riverside, San Bernardino
Angeles, San Diego S.M.S.A. Ontario S.M.S.A.-then parity same
as Number 2 above
Contractors except Outside California Principal place of business
construction
Contractors except N/A Local staff parity with Riverside
construction San Bernardino, Ontario S.M.S.A.
Construction N/A Riverside, San Bernardino, Ontario
Contractors S.M.S.A.
GOALS FOR WOMEN IN CONSTRUCTION
On April 17, 1978, the Department of Labor, Office of Federal Contract Compliance
Programs established goals for the participation of women in the construction industry. These
goals, which shall apply to all work force levels, categories, crafts, skills and apprenticeships, are
the following:
Time Frame
Goals (in Percent)
April 1, 1978 - March 31, 1979
3.1
April 1, 1979 - March 31, 1980
5.0
April 1, 1980 - March 31, 1981
6.9
AFFIRMATIVE ACTION POLICY FOR CONTRACTORS ANO VENOORS
N_ .1 c.""..""
...,ts cu. pl.. cO .rUN Its .u.pore or . ProIU" or .~\Wl .,.lo_.C ."oreu.lcy, ..a to
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CERTIFICATION OF COMPLIANCE WITH AIR AND WATER ACTS
( Applicable to Federally assisted construction contracts
and related subcontracts exceeding $100,000 )
During the performance of this contract, the Contractor and all subcontractors shall comply with
the requirements of the Clean Air Act, as amended, 42 USC 1857 et. seq., the Federal Water
Pollution Control Act, as amended, 33 USC 1251 et. seq., and the regulations of the
Environmental Protection Agency with respect thereto, at 40 CFR, Part 15, as amended, and
Executive Order 11738.
In addition to the foregoing requirements, all nonexempt contractors and subcontractors shall
furnish to the owner, the following:
(1) A stipulation by the Contractor of subcontractors, that any facility to be utilized in the
performance of any nonexempt contract or subcontract, is not listed on the List of
Violating Facilities issued by the Environmental Protection Agency (EPA) pursuant to 40
CFR 15.20
(2) Agreement by the Contractor to comply with all the requirements of Section 114 of the
Clean Air Act, as amended, (42 USC 1857c-8) and Section 308 of the Federal Water
Pollution Control Act, as amended, (33 USC 1318) relating to inspection, monitoring,
entry, reports and information, as well as all other requirements specified in said Section
114 and Section 308, and all regulations and guidelines issued thereunder.
(3) A stipulation that as a condition for the award of the contract, prompt notice will be given
of any notification received from the Director, Office of Federal Activities, EPA,
indicating that a facility utilized, or to be utilized for the contract, is under consideration
to be listed on the EPA List of Violating Facilities. .
(4) Agreement by the Contractor that he will include, or cause to be included, the criteria
and requirements in paragraph (1) through (4) of this section in every nonexempt
subcontract and requiring that the Contractor will take such action as the Government
may direct as a means of enforcing such provisions.
I certify that I have read the Certification of Compliance with Air and Water Acts, and agree to
comply with the provisions contained therein.
Signature
Date
Company Name
Address
FORM OF PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS: That we
a
hereinafter called "Principal" and , State of
hereinafter called the "Surety" , are held and firmly bound unto
, hereinafter called "Owner", in the penal sum of
Dollars ( $ ) in lawful money of these
United States, for the payment of which sum well and truly to be made, we bind ourselves, our
heirs, executors, administrators and successors, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a
certain contract with the Owner, dated the day of 20 a
copy of which is hereto attached and made a part hereof for the construction of:
NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all
undertakings, covenants, terms, conditions, and agreements of said contract during the original
term thereof, and any extensions thereof which may be granted by the Owner, with or without
notice to the Surety, and if he shall satisfy all claims and demands incurred under such contract,
and shall fully indemnify and save harmless the Owner from all costs and damages which it may
suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and
expense which the owner may incur in making good any default, then this obligation shall be
void; otherwise to remain in full force and effect.
PROVIDED, FURTHER, that the said Surety, for value received hereby stipulates and agrees
that no change, extension of time, alteration or addition to the terms of the contract or to the
work to be performed thereunder or the specifications accompanying the same shall in anywise
affect its obligation on this bond, and it does hereby waive notice of any such change, extension
of time, alteration or addition to the terms of the contract or to the work or to the specifications.
PROVIDED, FURTHER, that no final settlement between the Owner and the Contractor shall'
abridge the right of any beneficiary hereunder, whose claim may be unsatisfied.
IN WITNESS WHEREOF, this instrument is executed in six (6) counterparts, each one of
which shall be deemed an original, this the day of ,20_
ATTEST:
Principal
Secretary of Principal
(Seal)
By
Signature
Address
Witness as to Principal
Address
Surety
ATTEST:
Secretary of Surety
(Seal)
By
Attorney-In-Fact
Address
Witness as to Surety
Address
NOTE: Date of Bond must not be prior to date of Contract.
FORM OF LABOR AND MATERIALS BOND
KNOW ALL MEN BY THESE PRESENTS: That we
a
hereinafter called "Principal" and , State of
hereinafter called the "Surety", are held and ftrmly bound unto
, hereinafter called "Owner", in the penal sum of
Dollars ( $ ) in lawful money of these
United States, for the payment of which sum well and truly to be made, we bind ourselves, our
heirs, executors, administrators and successors, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a
certain contract with the Owner, dated the day of 20 a
copy of which is hereto attached and made a part hereof for the construction of:
NOW, THEREFORE, if the Principal shall promptly make payment to all persons, firms,
subcontractors, and corporations furnishing materials for or performing labor in the prosecution
of the work provided for in such contract, and any authorized extension or modification thereof,
including all amounts due for materials, lubricants, oil, gasoline, coal and coke, repairs on
machines, equipment and tools, consumed or used in connection with the construction of such
work, and all insurance premiums on said work, and for all labor, performed in such work
whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in
full force and effect.
PROVIDED, FURTHER, that the said Surety, for value received hereby stipulates and agrees
that no change, extension of time, alteration or addition to the terms of the contract or to the
work to be performed thereunder or the specifications accompanying the same shall in anywise
affect its obligation on this bond, and it does hereby waive notice of any such change, extension
of time, alteration or addition to the terms of the contract or to the work or to the specifications. .
PROVIDED, FURTHER, that no final settlement between the Owner and the Contractor shall
abridge the right of any beneficiary hereunder, whose claim may be unsatisfied.
IN WITNESS WHEREOF, this instrument is executed in six (6) counterparts, each one of
which shall be deemed an original, this the day of , 20
ATTEST:
Principal
Secretary of Principal
(Seal)
By
Signature
Address
Witness as to Principal
Address
Surety
A TrEST:
Secretary of Surety
(Seal)
By
Anomey-In-Fact
Address
Witness as to Surety
Address
CERTIFICATION BY PROPOSED CONTRACTOR REGARDING
JAPANESE CONTRACT RESTRICTIONS
Background
Section 109 of the Public Law 100-202 imposes a ban against the use of foreign contractors and
suppliers who are from countries that discriminate against U. S. firms in public works projects.
To date, Japan is the only country to which these restrictions apply. The ban applies to
construction contractors and to architectural, engineering or other services directly relating to the
construction or rehabilitation of public buildings or projects. A firm is affected by the ban if
50 % or more of its stock is owned or controlled by a citizen or national of a foreign country
included on the list of foreign countries that discriminate against U. S. firms published by the
U.S. Trade Representative (USTR). General partnerships are also covered by the ban. A clause
entitled "Restrictions on Public Buildings and Public Works Projects" is included in the body of
the construction contract for the proposed project. This clause provides detailed definitions and
restrictions pertaining to the award of this contract.
The bidder referenced below is the firm, company, corporation or its representative proposing to
do work on or supply materials for the project.
Contractor's Certification
Bidding Contractor's Name:
Address:
1. Bidder is not owned or controlled by a firm(s) included on the list of countries that
discriminate against U.S. firms published by the USTR. True False
2. Bidder has not or will not subcontract with a firm(s) owned or controlled by a country on
the USTR list. True False
3. Bidder will not use any construction product or materials including permanently affixed
instruments, equipment, electronics or other devices (excluding vehicles and construction
equipment) of a country on the USTR list. True False
Certification - The information above is true and complete to the best of my knowledge and
belief.
Name and Title of Signer (please type)
Signature
Date
Note: Failure to complete this form is cause for rejection of the bid as not being responsive or
responsible
II
LABOR STANDARDS
&
PROVISIONS
_-deral ubor Standards Provisions
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, ~
Title 29-Labor
...
..
....
-
Subtitle A--0ffice of the Secretary,
of Labor
".,..
"
...
roo,
f,::
:.-:. .
-
..
PART 3 CONTRACTORS AND SUI.
CONTRACTORS ON PUBLIC IUILD.
ING OR PUBLIC WORK FINANCED
IN WHOLE 01 IN PART BY LOANS
OR GRANTS FROM THE UNITED
STATES
'AIT 5-LAIOI STANDARDS PROVl.
SIONS APPLlCAILE TO CONTRACTS
COVERING FEDEIALL Y FINANCED
AND ASSISTED CONSTRUCTION
-
,
SECTION:
3.1
3.2
3.3
3.4
:1.5
3.6
:3 .7
3.8
3.9
3.10
3.11
3.1
PART :3
CONTRACTORS AND SUBCONTRACTORS ON PUBLIC BUILDING
DR PUBLIC WORK FINANCED IN WHOLE OR IN PART BY
LOANS OR GRANTS FRO~ THE UNITED STATES
Purpose an~ scope.
Definitions.
Weekly statement witn respect to payment of wages.
Submission of weekly statements an~ tne preservation and
inspection of weekly payroll recc~ds.
Payroll de~uctions perm1SS1ble w,tnout application toor
a p pro 'Ill 0 f t n e See r eta r. y o. f Lab o.r .
Payroll deductions perlll1ss,ble wltn tne approval of ~lIe
Secretary of LaDor.
Applications for the approval of ~ne Secretary of Labor.
Action by tne Sec-=tary of Labor upon applications.
PrOhibited payroi, deductiont.
Methods of payment of wages.
Regulations part of contract.
Purpose and Scope
This part prescribes "anti-kickback. regulations under
Section 2 of the Act of June 13, UH, IS lIIended (40 U.S.t.
276c l. popularly Itnown IS the Copeland Act. This part appl hs
to any contract which .is subject to Federal wage standards and
which is for the construction, prosecution, cOllpletion, or
repair of pUblic buildings, pUblic worlts or buildings or works
financed in whole or in part by loans or grants from the United
SUtes. The part ; s intended to ai~ in the enforcemen~ of. tile
Ilinimum wage provisions of the David-Bacon Act and the various
statutes dealing with Federll'y.assisted construction ~hlt
contain similar minillum wage provisions, including those
provisions which are not subjec~ to Reorganization Plan No.1.
(e.g.. the College Housing Ac~ of USo, the Federal Water
Pollution Control Act, and tile Housing Act of 1959), and in tile
enforcement of tile overtime prov;s1ons of tile Contract Work
Hours Stlndards Act whenever they are applicable to
construction work. The part details the obligation of
contractors and subcontractors relative to the w~ekly
submission of statements regarding the wlges paid on work
covered thereby; sets forth the Cf rCullstlnces Ind procedures
governing tile lIalting of plyroll Clel1uctions frOIl the wages of
tllose employed on SUCh work; anCl CleH nea tes tile lIe~hoGs of
payment permiSSible on such work.
3.2 Definitions
~s used in the regulations in this part:
(a) The terms "buileing" or "worl:" generally include
construction activity as d1stinguished from manufacturing. fur-
nishing of materials. or servicing and mainanance wor\:. The
~erllls inc1ude. without limitation. bui1din;s. structures. and
illlprovements of a11 types. such as bridges. dams. plants.
highways. parl:wa~s. stre~ts. subw.ays. tunnels. sewers. '!'ains.
power1ines. pUlllp,n; sut,ons. ra~1ways. aHports. terlll'n~1s.
docks. piers. wharves. ways. 1,ghthouses. b~oyS. Jet~'es.
brukwa~ers levees. and cana1s; dreds,ng. shoring.
scaffolding: drilling. b1astin~. excavating, ,c1earing, and
landscaping. un1ess cO,nducted ,n connec~ion w,th. and ~t the
site of such a build,ng or work as ,s descr,bed ,n the
foregoing sentence. the lIIanuflc~ure or furnishing of materills,
articles, supplies. or eQuipment (whether or n.ot I Federll or
Stlte Igency aCQuires title ~o such lIIater,als, articles,
suppl i es, or eQui pment duri ng the, course of the manufacture or
furnishing or owns the materials from which they Ire lIanu.
factured or furnished) is not a "building" or "work" within the
lIlelning of the regulations in this part.
Ib) The terms "construction", "prosecution",
"completion". or "repair" lIIeln III types of work done on a
plrticular building or work It the site thereof, including,
without li.itltion. altering, remodeling. ~ainting and
decorlting. the trlnsporting of materials and supplies to or
froll the building or work by the employees of the construction
contrlctor or construction subcontractor, Ind the manuflcturing
or furnishing of IIIlterials, Irticles, ~upplies, or eQuipment on
the si~e of the building or work. by persons employed .tthe
site by the contractor or subcontrlctor.
Ic) The terms "public building" or "public work-
include building or work for whose construction, prosecution,
completion. or repair, IS defined. above, a rederal agency is a
contracting party, regardless of whether title thereof is in a
Federll Igency.
(d) The terlll "building or work finlnced in whole or in
plrt by loans or grants frOIl the United States" inclueits
bui leiing or work for whose construction, prosecution,
completion. or replir, as defined above, plYllent or part
plyment is lIIade directly or indirectly from funds provided by
loans or gra nts by I F ederl 1 agency. The term i nc 1 udes bUn d-
ing or work .for which the Federal uisunce granted is in the
form of loan guarantees or insurlnce.
(e) Every person paid by a contractor or suQcontractor
in any manner for his labor in the construct10n, prosecution.
completion, or repair of a public building or pub11C work or
builClin9 or work f1nanced 1n whole or in part by loans or
grlnts from the Unlted States is "employee" ane receiving
'wages., regardless of any contractual relat10nship allegeCl to
exist between him and the real employer.
If) The term "any affiliated person" includes a
spouse, chilCl, parent. or other close relative of the
contractor or subcontractor; a partner or officer of the
contractor or subcontractor; a corporation closely connected
wi~h the contractor or subcontractor as parent. subsidiary, or
otherwise. Ind an officer or agent of such corporation.
(g) The term '~ederal agency. means the United States,
the District of Columbia, and all executive departments.
independent establiShments. administrative agencies, . and
instrumentalities of the united States and of the District of
Colulllbia. inclUding corporations. all or substantially all of
the stock of which is beneficially owned by the united States.
by the District of Columbia. or any of the foregoing depart-
ments, establishments. agencies, Ind instrumentalities.
3.3 Weekly Stltement with re.pect to payment of wlges.
(I) As useCl in this section, the term "employee. shall
not apply to persons in classifications higher tnan that of
laborer or mechanic and those who Ire the immediate superviscrs
of such employees.
(b)(l) tlch contractor or subcontractor en~aged in. the
construction, prosecution, completion. or repair of any public
building or public work, or building or work financed in whole
or in part by loans or grants froll the United States. shall
furnhh each week a statement with respect to the wages paid
each of its employees englged on work covered by 29 CFR 'arts 3
and l during the preceding weetly payroll periOd.
(2) tlch .Statement of Com~liance. Shall be signed bl
the contractor or subcontractor or hlS or her agent who pays or
supervises the payment of the persons employed under the
contract and shall certify the following:
(i) That the payroll period
information required to be maintained under
thi s Chapter, 29 en 'art S and that such
correct and complete;
contains tht
S . S la1(3)( i) of
information is
lli) ~hat each labo~er or mechanic (incluOing
each helpe~. app~entlce. and t~ainee) employed on the contract
duri ng the payroll peri od IUS been pa i d the full week 1 y wages
earned. without ~ebate. either directly or inci~ectly. and that
no deductions have been made either ci~ectly o~ inel~ectly from
the full wages earned. other than permissible deductions as set
forth in 3.5-3.8;
l; i i) ihat each 1 abore~ or mechan; c has been
paid not less than the wage rates and fringe benefits or cash
euivalents for the classification of work performed. as speci-
fied in the applicable wage determination incorporated into the
contract.
(3) ihe wilful falsific.uion of any of the above certi-
. fications may subject the contractor or subcontractor to civil
or crillinal prosecution under Section 1001 of iith 18 and
Section 231 of iitle 31 of the United States Code.
(c) He reQuirements of this section shall not apply to
any contract of 52,000 or less.
(d) Upon a written finding by the head of a Federll
agency, the Secretary of ~abor lIay provide reasonable limita-
tions. variations. toleranceS. and e~emptions from the reQuire-
ments of thh section subject to SUCh conditions IS the
Secretary of L.abor IIIIY specify. [29 F.R. 97. Jan. 4.1964. as
amended at S8 F.R.101S0, July 17, 1965J
"....
,":
3.4 Suuission of weekly statements and the preservation and
inspection of weekly payroll records.
(I) Each weekly statement reQuired uncier 3.3 shall be
delivered by the contractor or subcontractor. within seven days
after the regular paYllent date of the plyroll perioCl. to a
representative of a Federal or State Igency in Charge at th.
site of the building or work, or, if there is no representltiye
of a Federal or Stlte Igency at the site of the building or
work.- the statement shall be mailed by the contractor. or lub-
contractor. within such time, to a Federal or State agency con-
tracting for or financing the building or work. After luell
examination and check as may be Ilade. such statement. or a copy
thereof, shall be kept aVlilable. or Ihall be tranlllitted
.together with a report of any violation, in Iccordance tri'tll
applicable procedures prescribed by the United Sta'tes
Department of L.lbor.
(b) Each contractor of subcontractor shill preserve his
weekly peyroll recordS for a period of three years froll date of
completion of the contract. ihe payrol' records shall set out
accurately and completely the na.e and address of each laborer
and lIechanic, his correct classificatiOn, rate of pa)', oail)'
and weeltly nUllber of hours worked, Cleductions made, and actual
wages paid. Such pa)'roll records shall be maoe avai lable at
all times for inspection by the contracting officer or his
authorized representative, and by authorized representatives of
the Department of Labor.
3.5 Payroll Deductions Permissible Without Application to or
Approval of the Secretary of Labor
lal Any deduct; on made in cOlllpl i ance w; th the
reQuirements of Federal, State, or local law, suc~ as rederal
or State withholding income taxes and Federal socul security
talles.
lbl Any deduction of sums previously pa;d to the
employee as a bona fid~ pre-payme~t of wages wh~n Such.prepay-
lIent is made w; thout d1 scount or 1 nterest. A bona f1 de pre-
pay"ent of wages. ; s consi dered to have been lIade. only when
cash or its eQuivalent has been advanced to the person e~loyed
in SUCh lIlanner as to give nill cOlllplete freedolll of dispOSition
of the advanced fundS.
lc) Any deduction of amounts reQuired by court
process to be paid to another, unless, the deduction is in fav-
or of the contractor, subcontractor, or any affiliated person,
or when collusion or collaboration exists.
Idl Any deduction constituting a contribution on
behalf of the person employed to funds established by tile
employer or representatives of employees, or both, for the
purpose of providing either froll principal or income, or botll,
lIedical or hospital care, penSions or annuities on retirellent,
dnth benefits, cOllpensation for injuries, illness, accidents,
sickness~ or disability, or for insurance to provide any of the
foregoing, or unellploYllent benefits, vacation pay, savings
ICcounts, or sill11ar paYllents for tile benefit of employees.
the i r fam11 i es and dependents: Provi ded, however, That the
foll~wing standards are lIet:
(1)
The deduction is not otherwise proh1b1tedby
law;
12l It is either: III Yoluntary consented to
by the emp 1 oyee in wri ti ng and in advance of the peri od in
whi ch the work is to be done and such consent is not &
condition either for the obtaining of or for the continuation
of emploYllent, or liil provided for in a bona fide collective
barga i ni ng agreement between the contractor or SubCOntractor and
representatives of its employees;
(3) no
obtained. directly or
subcontractor or any
co~~ission. dividend. or
profit or ot~er benefit is ct~erwise
indirectly, by t~e contractor or
affiliated person in t~e form of
otherwi se; and
(t,) t~e deductions shall serve t~e convenience
and interest of the employee.
tel ~nd deduC~ion contributing toward the
United ~tates Defense Stamps and Bonds when
authorized by the employee.
{fl ~ny deduction requested by the employee ~o enable
hill to repay loans to or to purchase shares ,n cred,t unions
organized and operatell in accordance with Federal anll Stlte
crellit union statutes.
purChase of
vol untari ly
(91 Any delluCti on
. ellployee for tile lIIal'.ing of
Quasi-governllental agencies.
voluntarily authorizell by the
c ontr i but ions to gov ernlllenta 1 or
such as the American Red Cross.
(hl Any lIeduction voluntarily authorized .by the
ellployee for the lIIaking of contributions to COllllllunity Chests.
united Givers Funds. and similar charitable organizations.
(il Any deduction to pay regular union initiat;"on
fees and membership dues. not including fines or special
assesslllenu: Provilled. however. that a collective bargaining
agreelllent between the contractor or subcontractor and
representatives of its employees provilles for such delluctions
and the deductions Ire not otherwise prohibited by law.
(jl Any deduction not lIore than for the .reasonlbl.
cost. of board. lodging. or other facilities lIeeting thl
requirements of section 3{ml of the Fair Labor Stanllards Act of
1938. IS IlIended. and 'art 531 of this ti tle. When such a
deduction is made the additional recordS required under
516.~5{al of this title shall be kept.
{I'.l And deduction for the cost of safety equipment of
nOllinll vllue purchased by the employee IS his own property for
his personal protection in his work. such IS safety shoeS.
slfety glasses. safety gloves. and hard hitS. if such eQui.pment
is not required by law to be furnished by the employer, if such
deduction is not violative of the fair Llbor StandardS Act Dr
prohibited by other llW, if the cost on which the deduction is
based does not exceed the Ictual cost to the employer where the
equipment is purchase~ from hill Ind does not include Iny direct
or indirect monetary return to the employer where the eQu;pm.nt
~,
,\ifij<
-
is purchased frolll a t!'1ird person, aile if the deduction is
either (1) voluntar,ly consented to by the employee in writing
and in advance of the period in which the wor\: is to be done
and suCh consent is not a condition either for the Obtaining of
emploYllent or its continuance; or (2) proviced for in a bona
fide collective barga,nin; agreement between the contractor or
subcontractor and representatives of its employees.
[29 F. R . 97, J an. 4. 1 S 6 4. a s a me n de d at 36 ;:. R. S 7 70. Ha y
28.1971)
3.6 'ayroll Deduction Permissible with the Approval of tile
Secretary of labor
Any contractor
Secretary of labor for
perlllitted under 3.5.
wllenever he finds that:
or subcontractor
permission to ma\:e
The Secretary may
may apply to tile
any deducti on not
grant permission
(Il The contractor.
person does not ma\:e I profit
from the deduction eitller
dividend. or otherwise;
subcontractor, or any affililted
or benefit directly or indirectly
in the forlll of I commission.
(b) The The deduction is not otherwise prohibited by
law;
(cl The deduction is either (ll voluntlrily consented
to by the employee in writing and in Idvance of the periOd in
wllicll the W01'\: is to be done Ind SUCh consent is' not I
condition eitller for tile obtaining of employment or its
conti nUlnce. or (2l provi ded far 1 n I bona fi de coll ecti VI
bargaining agreellent between the contrlctor or subcontrlctor
and representltives of its employees; and
. (d) Tile deduction serves tile convenience Ind interest
of the employee.
3.7 AppliCltions for the Approval of the Secretary of ~abor
Any Ipplication far the lIalting of plyroll deductions
under 3.6 sllall cOllply with the reQuirellents prescribed in ~be
following paragrlphs of tllis section:
(Il The Ipplication sll111 be in writing Ind sha" be
Iddressed to tile Secretlry of ~abor.
(bl The application need not identify the contrlct or
contrlcts under which the worlt in Question is to be perfor.ed.
'erllission . will be ghen for deductions on III current and
future contracts of tile appliclnt far a periOd of 1 yelr. Are-
newa' of perlllission to Illa"'e sUl;h payro" dedul;tiOn .in be
granted upon the submission of an app'il;ltiOn whil;h makes
referenl;e to the or,;1na1 app1,l;lt,on, rel;ites the date of the
Se~retary of Labor's appro~a1 of suCh deductions. states
affirmative1y that there is continued comp'iance with the
standardS set forth in the provisions of J.(, and specifies any
conditions which have changed in regarO to t~e payr011
deductions.
(cl ihe app1ication sha11 sute affirmative1y
there is compliance with the standards set forth in
provisions of 3.6. ihe affirmation sha11 be accompanied
full statement of the factS indicating such comp1ian~e.
(dl 'Tile app1ication shall inl;lude a des~ription of
the proposed dedu~tion. the purpose .to be served thereby. and
the classes of laborers or me~han'~s from whose wlges the
proposed deduction would be made.
that
tile
by I
,.
. .
tel 'The application shill stlte the nlme and business
of a-ny third person to whOIll any funds obtained frOIll tile
proposed dec1ucti ons are to be trlnsllli tted and tile affi 1 iltion
of such person. if any. with the IPplicant.
3.B Action by the Se~retary of Labor Upon Appli~ations
'Tile Secretary of Labor 51'1111 de~ide whether or not tile
reQuested dec1uCtion is perlllissible under provisions of 3.6; Ind
shall notify the applicant in writing of his decision.
3.9 Prohibited Payroll Deductions
Oec1uctions not elsewhere provide/S for-by thiS" part and
which Ire not found to be permissible unc1er 3.6 Ire prohibited.
3.10 Methods of Payment of Wages
'The paYlllent of wages slllll be by ~ash. negotiable
instrulllents plYlble on demand, or tile additional forms of coe-
pensa~ion for whi~1I dedu~tions are permissible under this part.
Mo other lIIetllOdS of payment sllall be re~ogni%ed on work subject
to the Copeland A~t.
3.11 Regulltions Part of Contra~t
A 11 contracts mlde wi th respe~t to the constru~ti Oil,
prosecutioll, ~ompletioll, or repair of lilY public buildillg or
public work or buildillg or work financed ill whole or in ~art by
loans or grlnts from tile United Stites covered by tile
regulations in this part shall e~pressly bind the contractor or
subcontractor to comply witll such of the regulations in tlliS
part as lIIay be applicable. In this regard. see 5.5(a' of this
subtitle.
w
PAR'T 5
LABOR S'TANDARDS PROVISIONS APPLICABLE 'TO
CON'TRACTS COVERING FEDERALLY FINANCED AND ASSIS'TED
CONSTRUCTION (ALSO LABOR STANDARDS PROVISIONS
APPLICABLE 'TO NONCONSTRUCTION CONTRAC'TS SUBJECT TO
'THE CONiRACT WORK HOURS AND SAFETY STANDARDS ACT)
Subpart A
Prol;eClures
Davis-Bal;on anCl Related Al;tS Provisions and
SEC'TIDN:
5.1 Purpose anCl Sl;ope
5.2 Definitions
5.3 [Reserved)
5.4 [Reserved)
5.5 Contral;t provisions and related matters
5.6 Enforl;ement
5.7 Reports to the Sel;retary of Labor
5.B LiQuidated C1uages under the Contract Work Hours and
Safety StanClards Act
5.9 Suspension of funds
5.10 Restitution. criminal action
5.11 Disputes concerning payment of wages
5.12 Debarment prOl;eedings
5.13 Rulings and interpr.etations
5.14 Variations. tolerances, and e~emptions from Parts 1 and
3 of this subtitle and this part
5.15 Limitations. variations. tolerances, and exemptions
under the Contract Work Hours-and Safety Standards Act
5.16 Training plans approved or recognized by the Dep~rt.ent
of Labor prior to August 20,' 1975.
5.17 WithClrawal of approval of a training program
Subpart B Interpretation of the Fringe Benefits Provisions
of the Dayis-Bacon Act
SEeTI ON:
5.20 Scope and significance of this subpart
5.21 [Reseryed)
5.22 Effect of the Davis-Bacon fringe benefits provisions
5.23 'The statutory provisions
5.24 The basic hourly rate of pay
5.25 Rate of contribution or cost for fringe benefits
5.26 - contribution irrevocably made ... to a trustee or
to I third person'.
5.27 . funCl. plan, or program'.
5.28 Unfunded plans
5.29 Specific fr1nge benefits
5.30 types of wage determinations
5.31 ~eeting wage determination obligations
5.32 OvertiMe payments
5.1 purpose and Scope
(al ihe regulations contained in this part are
promulgated under the autnority conferred upon the Secretary of
Labor by Reorganization Plan No. 14 of 1950 and the Copeland
I.ct in order to coordinate the adMinistration and enforcement
of the 'abor standardS provisions of each of the follo~ing acts
by the Federal agencies responSible for their allministration
and of such additional statutes as may from time to time confer
upon the Secretary of Labor additional duties and responsi-
bilities similar to thOSe conferred upon the Secretary of Labor
under Reorganization Plan No. 14 of 1950:
1. ihe Davis-Bacon Act [Section 1-7, 4~ Stat.
1949, as amended; Pub. L. 74-403. 40 U.S.C. 276a-276a-7j.
2. Copeland Act [40 U;S.C. 276cj.
3. ihe Contract Work
Standards Act [40 U.S.C. 327-332j.
Hours
anll Safety
4. National Housing Act [Section 212 added to
c. 847. 48 S"ut. 1246, by Section 14. 53 Stat. 807; 12 U.S.C.
1715c and repeltedly amendedj.
5. Housing Act of 1950 (college housing)
[allended by Housing Act of 1959 to add 'abor provisions. 73 -
Stat. 681; 12 U.S.C. 1749a(flj.
6. Housing Act of 1959 [Section 401(f) of the
Housing Act of 1950 IS aIDended by Pub. L. 86-372. 73 Stat. 681;
12 U.S.C. 1701Q(c)(3Ij.
.
7. COllllercial Fisheries Research and
Deve'opllent Act of 1964 [Section 7, 78 Stat. 199; 16 U.S.t.
77ge(blj.
8. Library Servi ces . and Cons truct ion I.ct
[Section 7(al, 78 Stat. 13; 20 U.S.C. 355c(a)(4), as amended).
9. National Technica' Institute for the Deaf
I.ct [Section 5(b)(5), 79 Stat. 126; 20 U.S.C. 684(b)(S)).
10. Nationa' Foundation on the I.rts and
Humanities Act of 1965 [Section S(tl, 79 Stat. 846 as amended;
20 U.S.C. 954(jl).
11. Elemental'"Y and Secondal'"y.!ducation Act of
1965 as amended by Elementary and Secondary and otner Education
Amendments of 1969 (Section 423 as added by Pub. L. 91-230,
title IV, Section 401(a}(10), 84 Stat. 169, and renumbered
Section 433, by Pub. L. 92-318; title III Section 301(a)(11, 86
Stat. 326; 20 U.S.C. 1232(bl). Under tne amendment coverage is
eJ.tended to all prognms administered by the Commissioner of
Education.
12. The Federal-Aid Highway Acts (72 Stat. 895.
as lIIlended by 82 Stat. 821; 23 U.S.C. 113, as U1ended by tile
Surface 'ransportatio~ ASSlstance Act of 19S2. Pub. L. 97.42').
1::;. :nei!n Se',f-Determination and ~ducnion
:'ss~s,;or,:e Ac. :Sec":~cn 7, as Stat. 2205; 25 U.S.C. 450eJ.
:4. :~cj!~ ~tiit~ Care Im~rovement Act (Section
.. ,. ~.. _<-.,,'-.. :4:7,' 25 u.S.~. l6J3;~IJ.
:=~~..,:. ;:J:' -
..-......"-.-'.0. '-- c&
_ ~ . :'\ C I. _ -' . . . ...: ~ .f ".. .. .
~u,:j;;3: 07 ~":~~. ::;~~, 2; ~.S.:. 77ci~)(5i:.
: ~ 7::i
:Sec':ior.
~z. :.::;::-e:".er.s~vc ~:~~cy:'i:": tna .r!l:".::-.; ,,:-:
ci :~7:: ~5;:~'1:~ :C:,. :'7 S,::,:. 5:'0. :-e:'l..::.~e!'"e: S&ct~Ci.. 7uc :y
55 ~~i..-;. :.:.::.; 1~ ;..~.=. ;.;;; ~.:s.~ ~ec't';;n 0':;",. 68 S~r.'t. :Slt:;
2: ,. _." ;"::' ,.... : . - : -
_ _...... .0. .,.\~.~.
"-7. ~:t':c .:.::;. _;;~, ~'s:li A!sii':z.r.ce ~.:': :':
li7~ ~S:;~~:: ~23il)i~). ii S:L':. 9~l;. 3: ~.S.C. l2'S{.)iS~:.
:6. ;~:e~l; ha~er ~c1~_~:o~ Cc~~rc:
~Stc-:~::', ;:3 of Sc.:~~;r: 2. ~o Stat. 69'; l3 \l.S.C. ~J72:.
i--
"- ..
~:i~. ~~~. t~
-
..........'.5 \"._~...' -... ~
.. ~Y. _.. .,... s. u" "'~:MC ....1. e
t~c~~e~; 36 ~.S.C. 5C~5i&i(o)J.
:;.
Act of
1;:'" :;~
4~C\:.i .~~ ~:.;
2~. ?cs-:a~ Reor~l~izi~i~~ Ac~ :St:':~cr.
-,. S.a- 72- . -- US - "O/b)""-'-
e~ ... ~ as .men~e=;~' . .~. ~. \ \~I,~'J.
2:. li:.'tionei VisitOl!'S Cer.~er raci1i~as Ai:t ...
l~oo :~ec. l10, ~2 Stat. 45; 4D U.S.C. 8CiJ.
1965 Cu:.
22. A~?11&c~~an Res~o~ti CeYe,opmen~
4C2, 7~ Sta,:. 2.; 40 U.S.C. App. 452:.
.-.
,,- -
of
23. Health Services
Statis.ics, and ~.ed;c.' i.ibraries Ac': of
sec. 308(h)(2) thereof, 88 Stat. 37D IS
378; 42 U.S.C. 242m(h)(2)).
ilese&!'ch,
1974 ~ sec.
amenced by
t;e&~-;h
'-7
.1.1 . see
90 Stu.
24. Hospital Survey and Construction Ac':. as
amended by tile Hospital and Medicai Facil1ties AmendmentS ci
1964 [sec. 605(11(51, 78 Stat. 453; 42 U.S.C. 291e(a)(5):.
2S. Health Professions. Educational ~ssis~ance
~c~ (sec. 303(bl, 90 Stat. 22S4; 42 U.S.C. 293a(g)(1)(C); aho
sec. 3081. 90 Stat. 22S8, 42 U.S.C. 2931(c)(7)).
26. Nurse iraining Act of 1964
94Ua)(l)(C), 89 Stat. 384; 42 U.S.C. 296a(bllSl).
[sec.
27. Heart Oi sease. Cancer, and Stroke
~lIendllents of 1965 [sec. 904, as added by sec. 2. 79 Stat. 928;
42 U.S.C. 299d(b)(4lJ.
28. Safe Drint;ng Water Act [sec. 2(a) see sec.
14S0e thereof. 8a Sta~. 1691; 42 U.S.C. 300j-g(el).
29. National Health Planning and Resources Act
(sec. 4. see sec. 1604(b)(11(lIl. 88 Stat. 2261. 42 U.S.C.
3DDo-3(bl(11(Hl).
30. U.S. Housing ~ct of 1937. as nended and
recodified (88 S~at. 667; 42 U.S.C. 1437jJ.
3l.
Development ~c~ of
1259. 1270. 1277.
U.S.C. 1437j).
Demonstration Cities
1966 (sees. 110. 311.
1284; 42 U.S.C. 3310.
and Metropolitan
503, 1003. 80 Stat.
12 U.S.C. 1715c; 42
.
.',
.:....
32. Slum clearance progralll: Housing Act of 1949
(sec. 109, ~3 sta~. 419, as alllended; 42 U.S.C. 1459).
33. Farm housing: Housing Act of 19U [a~ds
sec. 516(fl to Housing Act of 1949 by sec. 503. 78 Stat. 797;
42 U.S.C. 1486(11J.
34. Housing Act of -1961 [sec. 707, added by
sec. 907. 79 Stat. 496, as alllended; 42 U.S.C. 1500c-3).
35. Defense Housing and COlllllunity Facilities
and Services Act of 1951 [sec. 310, 65 Stat. 307; 42 U.S.t.
lS92i.).
36. Special Health Review Sharing Act of U75
(sec. 303, see sec. 222(a)(SI thereof, 89 Stat. 324; 42 U.S.t.
2689j(a)(SI).
37. Econolllic Opportuniti Act of 1964 [sec. 607,
78 Stat. 532; 42 U.S.C. 2947).
. 38. Headstart, Econollic Opportunity, and
COlllllunity Partnership Act of 1974 (sec. 11, see sec. 811
thereof, 88 Stat. 2327; 42 U.S.C. 2992a).
J9. HouS i ng and Urban Oeve 1 Ollment Act of 1965
(sec. 707. 79 Stat. 492 as amended; 42 U.S.C. 3107).
40. Older Americans ~ct of 1965 (sec. 502. PUb.
L. 89-73. as Illlendeo,oy sec. 501. PuO. L. 93-29; 87 Stat. 50;
42 U.S.C. 304la(a){4);.
41. PUbl ic WorKS and Economic Development Act
of 1965 (sec. 712; 79 Stat. 575 as amenOed; 42 U.S.C. 3222).
42. Juvenile DelinQuency Prevention Act (sec.
1. 86 Stat. 536; 42 U.S.C. ~884).
43. New Communities Act of 1968 [sec. 410. 82
Stat. 516; 42 U.S.C. 3909).
u. Urtlan Growth and New Community Development
Act of 1970 (sec. 727(f). 84 Stat. 1803; 42 U.S.C. 4529).
45. Domestic Volunteer Service. Act of 1973
(sec. 406. 87 Stat. 410; 42 U.S.C. 5046).
46. Housin9 and tOllllllunity Development Act of
1974 (secs. 110 802(9). 88 Stat.649. 724; 42 U.S.C. 5310.
lUO(;)).
47. Developmentally Disabled
8111 of R.ights Act [sec. 126(4). 59 Stlt.
6042(4); title 1. sec. 111. 89 Stat.
6063(b)(19)).
Assistance and
488; 42 U.S.t.
491; 42 U.S.t.
48. National Energy Conservation Policy Act
[sec. 312. 92 Stat. 3254; 42 U.S.C. 6371j).
49. Public Works EllploYllent Act of 1976 [uc.
109. 90 Stat. 1001; 42 U.S.t. 6708; also uc. 208. 90 Stat.
1008; 42 U.S.C. 6728). .
so. Energy Conservati on and Producti on Act
[see; 451(h). 90 Stat. 1168; 42 U.S.t. 6881(h)).
51. Solid Waste Disposa' Act [sec. 2, 90 S~at.
2823; 42 U.S.C. 6979).
52. hi' Passenger Servi ce Act of 1970 [sec,
405d, 84 Stat." 1337; 45 U.S.t. 565(d)).
53. Urbln MISS lransportltion Act of 1964 [sec.
10, 78 Stat. 307; renumbered sec. 13 by 88 Stat. 715; 49 U.S.t.
l60S).
54. Highway Speed Ground lransportation Study
[sec. 6(b), 79 Stat. 893; 49 U.S.C. 1636(b)).
55. Ai~po~t and Ai~way Development Act of 1970.
(sec. 22(tl), 84 Stat. 231; 49 U.S.C. 1722(tll).
56. rederal Civil Defense Act of 1950 (50
U.S.C. APP. 2281i).
57. National Capital i~anspo~~ation Act of 1955
(sec:. 3(b)(4), 79 Stat. 644; 40 U.S.C. 662(b}(4). NOH:
repealed Oecembe~ 9, 1969, and labor standardS inco~porated ;n
sec:. 1-1431 of the District of columbia Code).
58.
(sec. 4. 80 Stat.
States Code).
Model Secondary School for the Deaf Act
1027. Pub. L. 89-694, but not in the United
-
59.
Stat. 714. Pub. L.
of the plan but not
Delaware River Bas;n Co~pac:t (sec:.
87-328) (cons; dered a statute for
in the United States Code).
15.1, 75
purposes
50. Energy Security Act (sec:. 175(c:l. Pub. L.
96-294. 94 Stat. 511; 42 U.S.C. 8701 note).
(b) Part 1 of this subtitle contains the Department's
procedural rules governing reQuests for wage deter~inations and
the issuance and use of such wage deter~inations under the
Davis-Bacon Act and its related statutes as listed ;n that
part.
5.2 Definitions
(a) The terlll .Secretary. includes the Secretary of
I.abor, the Deputy Under Secretary for Eaployment StandardS, .and
their authorized representatives.
(D) The term .Administrator. lIIeans the Administrator
of the Wage and Hour Divis;on, Employment Standards
Administration. U.S. Departllent of I.abor, or authorized repre-
sentative.
. (c) The terll .Federal agency. muns the agency or
instrumentality of the United Stites which enters into the
l:ontract .or provides assistance through loan. grant,loan
guarantee or insuranl:e.or otherwise. to the project subject to
a statute Hsted in 5.1. .
(d) The terll .Agency Hud. Iluns the principal
official of the Federal ~gency and includes those persons duly
authorized to Ic:t in the behalf of the Agency Head.
(e)
individual.
The term
a duly
.Contracting Officer.
appointed successor. or
lIuns tile
author; zed
representathe wno 1 S des; ;nated and 6-utno!"; zed to enter into
contracts on oena1f of tne Feoe!"al agency,
(f) Tne ter'm "laCor standa!"dS" as used ;n t~is part
means tne reQuirements ef tne Da~ls-5a:or. I.::. tne Contr~ct
work Hours and Safety StHcards Act (ctner tllan tnose relatlng
to safety and nea 1 tn). tne Copeland Act, He, tne prevail ing
wage provi si ons of tne ctn.er stat.utes 1, sted 1 n 5.1. and the
regulations in Parts 1 and J of tnlS subt,t1e and tnls part.
{gl Tne term .United States or tne District ,of
Columbia" means tne United States" tne Dlstr1Ct .of ~01umb1i.
and all executive .oepartmenu, 'ndepend.en.t es.abl1shllle~ts.
administrative agencles.. and lnstru.ment.alltle.s of the U~1ted
States and of the Oistr,ct of Columbla. lncl~dln~ corpor~t~ons.
all or substantially all of the StOCl of whHn, 1$ benefltully
owned by the united States. by the, ~orego'ng, depa~tIlents.
establishments. agencies. ,nstrumental,t,es. and lnclud,ng non-
appropriated fund instrumentalities.
{hl The term .contract" means any prime contract
whi ch is subject wnoll y or in part to the 1 abor standards
provisions of any of the acts listed in 5.1 and any subcontract
of any tier thereunder. let under the prime contract. A State
or 1 oca 1 Government is net regarded as a contrutor under
statutes providing loans. grants. or other Federal assistance
in situations where construction is performed by its own
employees. ' However, under statutes reQuiring payment of
prevailing wages to all laborers and mechanics empl~yed on the
assisted project, suc" as the U.S. Housing Act of 1937. State
and local recipienu of Federal-aid lIust pay these employees
according to Davis-Bacon labor standards~
(il The ter..s "building- 'or "work" generally include
construction activity as distinguished froll manufacturing.
furnishin9 of materials. Dr servicing and maintenance work.
The terms i nc 1 ude wi thout 11 IIi ta ti on. bui 1 ding s. structures.
and improvements of all types. such as bridges, dims. plants.
highwlYs. parkways. streets, subwlYs, tunnels, sewers, mains.
power lines. pumping stations. heavy generators. railways. air-
ports. terminals. docks. piers, wharves. ways. lighthouses.
buoys. jetties. breakwaters. levees. canals, dredging. shoring.'
rehabilitation and ructhation of plants. scaffolding.
drilling, blasting. excavating. clearing, and landscaping. The
l!Ianufacture Dr furnishing of materials. articles, supplies Dr
eQui pment {whether or not a F edera 1 or Sta te agency aCQui res
title to suCh materials. articles, supplies. or eQuip.ent
during the course of the manufacture or furnishing, Dr owns the
materials from which they are manufactured or furnishedl is not
a -building" or -work- within the meaning of the regulations in
this part unless conducted in connection with and at the site
of SUCh a bui 1 di ng or wort as is descri bed in the foregoing
sentence, or under the United States Housing Act of 1937 and
tile Housing Act of 1949 in the construction or development of
the project.
(j) The terms "~onstruction., "prose~utlon".
"completion", or .repair" lIean all types of worr. done on a
particular building or "'orr. at the site tnereof (or, under the
united States HOUSlng Act of 1937 and the Housing Act of 1949).
III work done in the constru~tion or development of the
project. in~ludil1g "'lthout limitation. a1tering. remOdeling.
installation (whe~e appropriate) Oil the site of the worl of
iums fabricated off-site. paiHil1g al1d decorating. the
transporting of materials and supplies to or from the building
or work by the employees of the constructi on contractor or
construction subcontractor, and the manufacturing or funishing
of lIlaterials. articles. supplies or eQuipment on the site of
the building or worr. (or, under the united States Housing Act
of 1937 and the Housing Act of 1949. in the construction or
de~elopment of the project). by persons employed by the
contractor or subcontractor.
(l) The term .public building" or .public work.
incluc1U building or work. the construction. prosecution. com-
pletion. or repair of which. IS devined above. is carried on
directly by authOrity of or with fundS, of a Federal agency to.
ser~e the interest of the general publ,c regardless of whether
title thereof is in a Federal agency.
( 1 )
follows:
The urm "site of the work" is def;'ned IS
L.~
(ll The "site of the work. is. limited to the
physical place or places where the construction called for in
the contract will rellain when work on it hIS been completed
and. as discussed in paragraph (1) (2) of this section. other
adjacent or nearby property used by the contractor or subcon-
tractar in such construction which ca~ reasonably be said to be
included in the 'site..
(2) Except as pro~ic1ed in paragraph l1l(3) of
this section. fabrication pl~nts, mobile factories. batcb
plants. borrow pits, job headQuarters, tool yardS. etc.. are
part of the 'site of the work' proyic1ec1 they are dedicated
exc 1 us ive 1 y. or nearl y so, to perf ormance of the contract or
project, and are so located 1ft prox1l1ity to the actual
construction location that it would be reasonable to include
tnul.
(3) Not included 1ft the 'site of the work"are
permanent hOlle offi CU. branch pl ant establ; shllents. fabrica-
tion plants. and tool yardS of a contractor or sutcontractor
whose locations and continuance in operation are deterll1".d
Wholly without regard to a particular Federal or federally
assisted contract or project. In addition, fabrication plants.
batcn plants, borrow pits, job headQuarters. tool yards. etc.,
,
of a commerci a 1 suppl i er or ma~eri a lman ..hi cn are es~abl i shed
by a supplier of materials for ~he proJH~ befere opening of
biels anel not on tl'Ie proJHt site. are not included in the
"site of the wort". Such permanent. previouSly establisheCl
facilitieS are not a part of the "site of the ..ork". even ..here
the operations for a periOd of ~ime may be dedicated e~clusive-
ly. or nearly so. to tne performance of a contract.
(ml 'The term "laborer" or "meChanic" includes at
least thOU worKers ..hose duties are manual or physical in
nature (including thOSe ..orkers whO use tools or who are
perforllling the wort of a tra.~el. as "elistin.~uisheel. f!om mental
or lIlanageria1- 'The term laborer . or mechanH ,ncludes
apprentices. trainees. nelpers. anel. ,n the cue of contracts
subject to the Contract work Hours anel Safety StanelarelS Act.
watchmen or .guards. 'The ter\l\ doeS not apply to worKers whose
duties are primarilY administrative. executive. or clerical.
rather than manual. Persons employed in a bona fide eucu.
the. aClllinistrative. or profusional capacity as defined in
Part ~41 of this title are not deemed to be laborers or
mechanics. Working foremen whO devote 1Il0re than 20 percent of
their tillle Cluring a workweek to mechanic or laborer duties. and
who do not meet ttle cri teri a of Part 541. are 1 aborers and
lIlechanics for ttle time so spent.
I nl
follows:
'Theurllls apprentiCe and trainee are defined as
III "Apprl!ntic:e" lIluns (i) a person ell~loyed
and individually regis~ered in a bona fiele appren~ic:eship pro.
grail regi sureel wi ~h ~he U. S. Departllent of L.abor. tllploYllen\
and ~aining Administration. Bureaw of Apprentic:eship and
Training. or wi~tI a Stlte Apprenticeship Agency rec:ogni~ed bY
ttle Bureau. or Iii) a person in the first 90 days of
prObationary employment as an apprentice in such an
appren~iceship program. who is not individually registered in
the program. but who has been c:ertified by the Bureau of
ApprenticestliP and Training or a Stlte Apprentic:eship Agency
(where approp:iate) to be eligible for prObationary ellploYllent
as a~ appren~lc:e~
(2) .irainu. muns a person !'egistered and
recelvlng on-the-job training in a c:onstruction' oc:c:upation
under a program whic:h has been approved in advance by the U.S.
Department of L.abor, Ellployment and iraining Administration. as
meeting its standardS for on-the-job training prograllS and
which has been so c:ertifieel by that Administration.
(3) ihese prOY1S1ons elo not apply to
.apprentiCes. and .trainees. employed on projec:ts subject to 13
U.S.C. 113 whO are enrolled in progra~s- whi~h hive been
~ertified by the Se~retary of iranspcrtation 1n a~:orCln~e with
23 U.S.C. 113(~).
(0) Every person performins the ~~,:ies of a laborer
or mechanic in the ~onstruction. prosecution. completion. or
repair of a public building or pUblic work. or building or work
financed in whole or in par': by loans. grants. or guarantees
from the United States is "employed" regardless of any COn-
tractual relationship alleged to exist between the contractor
and such person.
(p) The term "wages" meanS the basic hourly rate of
pay; any contribution irrevocably ma~e by a contractor or sub-
contractor to a trustee or to a thlrd person pursuant to a
bona fide fringe benefit fund. plan. or prograll; and the rate
of costs to the contractor or subcontractor ~hich Ilay be
reasonably anticipated in providing bona fide frlnge benefits
to laborers'and mechanics pursuant to an enforceable com.i~ment
to carry out a financially responsible plan of 'program. which
was COllmunicated in writing to the laborers and methanics
affected. The fringe benefits enullerated in the Davis-hcn
Act include medical or hospital care. pensions on retirement or
death. cOllpensation for injuries or illness resulting from
occupational activity. or insurance to provide any of the fore-
going; unemployment benefits; life insurance. disabil1tl
insurance, sicltness insurance. or accident insurance; vacation
or holiday pay; defraying costs of apprenticeship or otller
s i IIi hI" progralls; or other bona fi de fri nge benef its. Fringe'
benefits do not include benefits required by other Federal.
Stlte, or local ,law.
(c;) TIle terll "wage deterllinatiall" includes the
original decision and any subsequent decisions modifying.
s upersedi ng. correcti ng. 01" otherw1 n changi ng the provisions
of the original decision. The application of the wa,e
determination shall be in accordance with the provisions of 1.6
of this title.
5.3 -.5.4 [Reserved)
5.5 Contract Provisions and Related ~atters
(a) lhe Agency head shall. cause or require the
contracting officer to insert in full in any contract in excess
of S2.000 which is entered into for the actual construction,
alteration and/or repair, including painting and decorating. of
a public building or pUblic work, Or building or work finlnced
in . whole or in plrt froll Federll funds or in accordance with
guarantees of a Federal Igency or financed froll funds obtlined
by pledge of any contract of a rederal agen:y to mate a loan.
grant or annual contr1Cution (e~cept ~here a cifferent meanIng
is e~pressly indicated). anc ~hicn is subJect to, the lallor
standardS provisions of any of H,e acts listed 1n 5.1. the
fo11o",ing clauses (or any mOdifications tnereof to meet the
particular needS of the agency. provided, Hoat SUl:r, mOdifica-
tions are first approved lly tne Department of ~aoor);
(1) p',inimum ~ages. (i) All laoorers and
mechan; cs emplOyed or work i ng upon the site of the \otork (or
under the united StateS Mousing Act of 19:;7. or under the
~ousin9 Act of 1949 in the construct' on or development of the
project), ",ill be paid unconditionally and ,not leSS often than
once a week. ancl without subSequent ~educt'On or rebat,e on any
account (except such payroll deductlons as are perllltted by
regulations issued bY tne Secretary of ~abor under the Copeland
Ac~ (29 cn Part J 1 J. tne full &IIlount of ",ages and bona fide
fringe benefits (or cash equivalents thereof) clue It time of
plyment computed at rites not less than ~hose contained in ~he
wlge determination of the Secretary of ~abor ",hich is attached
hereto and made a part hereof. regardleSS of any contractual
relationship which mlY be Illeged to exist between ~he
contrlctor and such laborers and mechln;cs. Contributions lIade
or costs reasonably anticipated for bona fide fringe benefi'U
under section l(b)(Z) of the Divis-Bacon Act on behllf of
laborers or mechanics are considered wages plid to such
laborers or mechanics. subject to the provisions of paragraph
(a)(l)(iv) of this section; also. regular contributions made or
costs incurred for more than a weekly period (but not less
often then Quarterl Y) under plans. funds. or programs which
cover the particular weekly periOd. are deemed to be construct-
ively made or incurred during such weekly period. Such
laborers and mechanics sha" be paid the aapp~oximlte wlge rate
and fringe benefits on the wage deterllination for the claSS-
ification of work ac~ually performed. without reglrd to skil"
except as provided in 5.5(a)(.). ~aborers or lIechlnics perform-
ing work in mor~ ~han one classification mlY be cOllpensated at
~he rite speclfied for each classification for the ti.e
IC~UL"y worked therein: provided, that the employer's payroll
recordS Iccurately set forth the time spent in each classifica-
tion in which work is performed. The wage determination
(incl udi ng any addit; ona' c' assification and wage rates
conformed under plragraph (a)(1)(ii) of this section) and the
Davis-Bacon poster (WH-1J211 shall be posted at an times by
the contrlctor and its subcontractors at the site of the work
in a prominent and accessib'e piace where it can be easiiy seen
by the workers.
(iiHAl ihe contracting officer sha"
require that any class of laborers or mechanics which is not
listed in the wage determination and which is to be employed
under the contract sha'l be classified in conformance with the
wage determination, 7he :ontra~tin; officer snal1 approve an
additional ~1assification and wage ra'te and fringe benefits
therefor only when the followin; ~riteria have been met:
(1) ihe ~ort to be perform-
ed by the, ~lusification reQUested, is not performed by a
classificat10n 1n the wage determ1nat1on; and
(2) The classification is
utilized in the area by the construction industry; and
(3) The proposed wage rate,
including any bona fide fringe benefits, bears a reasonable
relationship to the "age rates contained in the "age determin-
a t; on.
.;.
(B) If the contractor and the
laborers and mechanics to be employed in the classificltion (if
known). or their representati ves, and the contracting of.ficer
agree on the classification and wage rate (including the Imount
designlted for fringe benefits where appropriate), I report of
the Iction taken shill be sent by the contlcting officer to the
Administrator of the Wlge and Hour Division, EmploYlIlent
Stlndards Administration, U.S. Department of ~abor. Washington,
D.C. 20210. The Administrator, or In luthorized represent-
ative. will Ipprove. 1II0dify. or disapprove every IClditionll
classification Iction within 30 days of receipt 'and so Idvise
the contrlcting officer or will notify the contracting officer
within the "30-day periOd that Idditional time is necesslry.
(Approved by the Office of Manlguent Ind Budget under OMB
control number 1215-0140.)
(C) 1 n the event the contrlctor.
the hborer s or lIechln i cs to be ellp 1 oyed in the class i ft ca ti on
or their representatives, Ind the contrlcting officer Clo not
agree en the proposeCl classification and wlge rite (including
the allount Clesignlted for fringe benefits, where appropriate).
the contracting officer shall refer the Questions, including
the vi ews of 111 interested parti es and the recollllllendati on of
the contrlcting officer, to the Administrltor for
deterlllination. The Administrator. or In luthorized
representa t iv e, wi 11 i Slue a deterllli nat ion wi th in 30 dlY s of
receipt Ind so Idvi sethe contracting officer or will notify
the contracting officer within the 30-d1Y perioCl thlt Iddition-
11 time is necessary. (Approved by the Office of Manlgement and
Budget under OMB control number 1215-0140.)
(0) The wlge rite (inCluding
fringe benefits where approprilte), determined pursuant to sub-
plragrlphs (1)(b) or (e) of this paragraph, shall be paid to
all workers perforllling work in the classification under this
contrlct frolll the first dly on which work is performed in the
classification.
(i i 1) IIhenewer the rrinilllum
~age rate pres~ribec 1n the contra~t for a class of laborers or
me c h ani cs i n ~ 1 u des a f r i n 5 e tl e n e f ; t ,,11 1 : 11 1 S not e ~ pre sse d as
an hourly rate, the contractor sha 11 e1 aer .ay tr,e tlenefi t as
stated in the ~age cetermination or shall pay another cona fide
fringe behefit or an hourly :ash eQu1walent thereof.
(i v) I f the contractor does
not male payments to a trustee or other thirc: perSOh, tile
contractor ma, consioer as part of the wages of any l.aborer or
meChanic the amour,t of any COS.t5 reasnaCly antlClpated in
providing bona fide fringe oenefltS under a plan or program.
provided that the ~ecretary of Labor has found. upon the
wrltten . reQuest of the contractor, that the appliCable
standardS oftne Oavis-Sacon Act have been me~. The Secretary
of ~abor ilia, reQuire tne contractor to set as,de ,n a separate
account assets for the meeting of Obligations under the plan or
program. (Ap;lfOVed by tile Office of I'Ianagement and Budget
under OMB Control number 1215-0140. 1
l2l WithhOlding. ihe (write in na~e of Federll
,lge~cy or the 'Ioan or grant recipientl shall upon its own
act10n or u;lon written reQuest of an autnorized repres.ntltive
of the DepArtment of ~abor withhold or cause to be withheld
from tile contractor unGer thi s contrlct or any other Federll
contrlct with tile slme prime contractor.. or Iny other
;:eeerally-lSsisted contract subject to Dlvis-!lacon prevailing
wage reQuirLments. whicn is held by the slme prime contrlctor.
so much of tile accrued payments or Idvances as mlY De
consieered necessary to pay laborers and mechanics. including
apprentices, trainees, Ind helpers. employed by the contrlctor
or Iny subcontractor the full Imount of wlges reQu.ired by .the_
contra::t. In the nent of failure to pay Iny llborer or
mechanic. including Iny IPprentice. trlinee. or helper.
employed or worlting on the s.ite of the work (or under the
United Stites Kousing Act of 1937 or under the Kousing Act of
1949 in the construction or development of the project). all or
plrt of tne wages required b)' the contrlct. the (,lgency) .IY,
Ifter written notice to the contractor. sponsor, applicant, or
owner. tlke such Iction IS 11I1)' be necesslry to cluse the
suspension of any further plyment. Idunce, or gUlrlntee of-
funes until such violltions have ceased.
l3l Plyrolls Ind blsic records. (il PayrollS
and buic recordS relating thereto shill be mlintained by tbe
contrlctor duri ng the course of the work Ind ~reserved for I
period of three yelrs therelfter for a" 'Iborers Ind mecbanics
worlting at the site of the work lor under the United Stites
Kousing Act of 1937. or under the Housing Act of 1949. in tbe
'.
construction or development of the project). Such records
shall conti i n the name. addres s. and soci a 1 securi ty numDer of
each such worKer, his or ner correct 'classification, hourly
rates of wages paid (inCluding rates of contriDutions or costs
anticipated for Dona fice fr,nge benefits or cash ecuiHlents
thereof of the types deseriDea in section 1(C)(2)(6) of the
Dni s-Bacon Act). aa i 1 y and weeK 1 y number of hours worl:ed,
deductions made ana actual OIages paid. Whenever the Secretary
of ~abor has found under 29 CrR 5.5(a)(1)(iv) tnat the wages of
any laborer or mecnanic include the amount of any costs
reasonably anticipated in providing benefits under a plan or
program described in section 1(b)(2)(B) of the Davis-Brown Act,
the contractor shall maintain records which shOw that the
cOllllllitment to proviae such cenefits is enforceable, thn the
plan or program is financially responsible, and.that the plln
or .progrUl has been communicated in writing to the laborers or
aiechani cs affected, and records whi ch show the costs
luicipltea or the actual cost incurred in providing suCIl
benefits. Contractors employing apprentices or trainees under
approved programs shill maintlin written evidence of the
registrltion of IPprenticesnip prograllls and certification of
trainee programs, the registration of the apprentices and
trainees, ana the rttios and wlge rates prescribed in tell
applicaDle progrlms. (Approved by the Office of Klfilgement and
Budget unaer OHB control numbers 1215-0140 and 1215-0017.)
(ii)(A) Tile contractor shall
subllit weekly for each weel: in which any contrlct work is
performed I copy of III plyrolls to the (write in nalle of
I ppropria te Federal I gency \ if the agency is I party to the
contrlct, but if the agency is not such I party, the contractor
will subllit the plyrolls to the appliclnt, sponsor, or owner.
IS the case IIlIY be, for translllission to the (write in nllle of
agency). ihe plyrolls submitted shill s<<t out accurnelyand
cOllpletely III of tile inforllation .reQuired to be Illiatained
under 5.5(1)(3)(i) of Regulltions, 29 eFR 'Irt 5. ihis infor-
lilt ion liay be s ublli tted in any forlll C1es; red. Opti onal Forll
IIH-347 is availlble for this purpose and lilY be purchased froll
the Superi ntenClent of Ducullents (Federl' Stock NUllber
029-005-00014-1), U.S. Governllent Printing Office. Washington.
D.C. .20402. ihe prille contrlctor is responsible for tht
submission of copies of plyrol's by 1" subcontrlctors,
(Approved by the Office of Klnl\llllent Ind Buaget unCler OMI
control nUlllber 1215-0149.)
--,,,
(B) Elch plyroll sublli~-
ted shall be accolllpanied by I .Statement of COlllpl;lnce", signed
by the contrlctor or subcontrlctor or his or her agent who pays
or supervi ses the plYllent of the persons uployed uncler the
contrlct Ind shill certify the following:
(ll ihlt ~he piy-
roll for the payroll period ,ontains the infor!:',ation reQuired
to be Illaintained under S.S(a)l3llil of Regulations. 29 CFR Part
5 and that such information is correct and complete;
ihat each
laborer or Illechanic (including each helper. apprentice. and
trainee) employed on the contract ouring the payroll periOd has
been apid the full tleHly lIIage5 earned. lIIithout rebate. either
directly or indirectly. and that no deduct10nS have been Illade
either directly or indirectly from the fu~l lIIages e~rned, other
than permissible deductions as set forth 1n Regulat10ns. 29 trR
Part 3;
(2 )
--
(3) That each
laborer or Illechanic has been paid not less than the applicable
lIIige rates and fri nge benefi ts or cash eQui val ents for the
classification of 1II0rlt performed. as specified in the
applicable wlge determination incorporated into the contract.
(t) The weekly
submission of a properly eucuted certification set forth on
.the reverse side of Optional Forlll WH-347 shall Sltisfy the
reQuirelllent for subrd ssion of the .Statelllent of c.olllpliance-
reQuired by paragraph (a)(3)(ii)(B) of this section.
(0) The falsi fica-
certificationslllay subject the
to c 1Y1l or cri Illi na 1 prosecuti on
18 and Section 231 of Title 31 of
tion of any of the above
contractor or subcontractor
under Section 1001 of Title
the United States C.ode.
(Hf> TM contractor_or sub-
contractor shall aalte the recordS. reQui red under Plragrallh
(a)(3)(i) of this section available for inspection, copying, or
transcription by authorized rellresentathes of the (write the
nUIe of the agency) or the DepartlDent of Labor, and shaH
per.it SUCh representatives to interview eaployees during
working hours on the jOb. If the contractor or subcontractor
fail. to sublllit the required recordS or to aalte thelll available.
the Federal agency may. after written notice to the contractor,
sponsor, applicant, or owner. tate such action as Illay be
necessary to cause the suspension of any further paylllent,
advance, or guarantee of funds. Furthermore, failure to submit
the reQui red records upon reQuest or to lIIate such records
anilable may be grounds for debarlDent action pursuant to 2t
eFR 5.12.
(') Appre~':i ees and irai nees (i) ,l.pprenti cu.
Apprentices wi11 be perlllit':ed to worr. at less t!lan t!le preOe-
termined rate for the worr. t!ley performed when ,:!ley are employ-
ed pursuant to and indiv1eually registered 110 a bona fide
apprentiCeShiP program registeree witn the U.S. Department of
Labor, Employment and iraining Admi~istraticr, Bureau of
APprenticeShip and Training, or with a State Apprer.ticeship
Agency recognized by the Bureau. or if a person is employed in
his or her first 90 Gays of probationary employment as an
apprentice in such an apprenticeship program, wnp is not
individually registered in the program, but who has been
certified by tne Bureau of Apprenticeship and Trai~ing or a
State ApprenticeshiP Agency (where appropri,atel to be eligible
for probatiOnary employment as an appren~'ce.. Th.e allowable
ra~io of apprentices to Journeymen on the Job S1te ln any craft
classification shall not be greater than the ratio permitted to
the contractor as to the entire work force under the registered
program. A'ny worker Hsted on a payrol~ at an apprentice wage
rate' who is not reglstered or otherwlse employed as st.ated
abov~, shall be paiO not less than the applicable wage rate on
the wage determination for the classification of work actually
perforllled. In addition, any apprentice perforllling work on tile
jOb site in e~cess of the ratio perlllitted under tile registered
progralll shall be paid not less ~han the applicable wage rat.e on
the wage oeterlllination for the work actually perforllled. Wllere
a contractor is performing construction on a project in a
locality other than tlllt in which its program is registered.
the ratios and wage rates (e~pressed in percentages of tile
journeyman's hourly rate) specified in t.he contractor's or
subcontractor's registered program sha" be observed. Every
apprentice lIIust be paid at not less than the rate specified in
tile registered program for the apprentice's 'eve' of progress.
expressed as a percentage of the journeymen, hourly rat.L
specifhd in the applicab'e wage deterllination. Apprentices
sllal' be paid fringe benefits in accordance with the provisions
of t.he apprenticeShip program. If t.he apprenticeship progra.
doeS not speCify fringe benefits. apprentices must be paid t.lle
full amount of fringe benefits , isted on the wage deter.ina-
tion for the applicable classification. If the Adllinist.rator
detlMllines that a different practice prevails for t.lle
applicable aapprentice classification, fringes sllll' be plid in
accordance with that determination. In tile event the Bureau of
Apprenticeship and Training, or I State Apprenticeship Agency
recognized by the Bureau, withdraws approval of an apprenti~e-
ship program, the contractor will no longer be permit.ted to
utilize apprentices at less than the applicable predeterllined
rate for tile work performed until an acceptable progra. is
approved. .
(ii) Trainees. E~c:ept as provided
in 29 CFR 5.16, trai nees wi1 1 not be permi tted to work at less
tllan the predetermined rate for tile work performed unless they
are uployed pursuant to and ind;vidually registered in ·
program wni~n nas re~eivec prior aoproval. eVlden:ed by formal
~ertifi~ation by tne U.S. Department' of Labor. ~mployment
and iraining Administration. 'The ratio of trainees to journey-
men on the job site shall not be greater tr,an pertr.itted under
the plan approved by tne ~mployment and 'Tr.a,ning Acministra-
tion. Every trainee must De pale at not less. tn~n tne rate
s pe c i fie din the a P pro v e d pro 9 ram for t net r a 1 nee s 1 eve 1 0 f
progress. expressed as a percentage of the .jour.neyma';. h~urly
rate specified in the appl,cable wage detertr.lnatlon. Ira,nees
shall be paid fringe benefits in accordance witn the provisions
of the trainee program. If the tralnee .program does not
mention fringe benefits. tralnees shall be pa:d t~e full amount
of fringe benefits listed on the wage ~e~e~mlnatlon u.nless the
Administrator of the Wage ana Hour OlY~s'on d.etermlnes tllat
there is an apprenti~esnlp program assoclated wlt~ th~ corres-
ponaing journeyman wage rate on the wage determ,nat,on vllich
provides for less tnan full fringe benefi~s for appren~ices.
Any employee listed on the payroll at a tra,nee rate who ,s not
registered and particiPating in ~ training plan approved by tile
Employment and iraining Aaministration shall be. pai.d not less
than the applicable wage rate on the wage determ,nat,on for tile
classification of worlt actually performed. In addition, any
trainee performing worlt on the job site in excess of the ratio
permitted under the registered program shall be paid not 'ess
than tne applicable wage rate on tne wage determination for the
work actua"Y performed. In the event tne Employment and
iraini"g Administration withdraws approval of a training pro-
gram, the contractor will no longer be permitted to utilize
trainees at less tnan tne applicab'e predetermined rate for the
work performed until an acceptable program is approved.
(ii1) EQual Employment Opportunity -
ihe utilization of apprentices, trainees and -jourlleymen under
this part shall be in conformity with the eQual ellployllellt
opportunity reQuirements of Executive Order 11246, as amellded.
and 29 CFR Part 30.
(5) COllpliance With Copeland Act ReQuirUlents -
ihe contractor shall comply with tile reQuirements of 29 eFR
Part 3. wnich are incorporated by reference in this contract.
(6) Subcontracts - ihe contractor or subcontract-
or shall insert in any subcontracts the clauses contained in 29
CFR 5.5{a)(1) tllrougll (10) and such other clauses as the (write'
in the name of the Federal agency) Ilay by appropriate instruct-
ions reQuire, and also a clause reQuirillg the subcontractors to
include these clauses in any lower tier subcontracts. ll1e
prime contractor shall be responsible for the compliance by IllY
subcontractor or 'ower tier subcontractor with al' the contract
~lauses in 29 CFR 5.5.
(7) Contract Termination:. Debarment - A breaCh of
the contract clause ln 29 CrR 5.5 may be groundS for termina-
tion of the contract, and for cebarment as a ccntractor and a
subcontractor as provided ln 29 CrR 5.12.
(B)
Compl i ance wi th Dni s-Baccn and Rel Hed Act
All rulin;s and interpretations of tile
Related Acts contained in 29 CrR Parts 1. 3.
incorporated by reference in this contract.
ReQui rements
Davis-Bacon and
and 5 are herein
(g) Disputes Concerning Labor Standards
Disputes arising out of the labor standardS provisions of this
contract shall not be subJect to the general disputes clause of
thiS contract. Sucn disputes shall be resolved in accordance
with tile procedures of the Department of Labor set forth in 25
CFR Parts S. 6. anel 7. Disputes within the muning of this
clause include disputes between the contractor (or any of its
subcontractors) anel the contracti ng agency. the U.S.
Department of Labor, or the employees or their r~presentatives.
(10) Certification of Eligibility - (i) By enter-
ing into this contract the contractor certifies th6t neither it
(nor he or she) nor any person or firm who lias an interest in
the contractor's firm is a person or firm ineligible to be
Iwarded Government contracts by virtue of section 3(a) of the
Dlvis-BlconAct or 29 CFR 5.12(a)(1).
~
(ii) No plrt of this contrlct shall
subcontracteel to any person or firm ineligible for Iward
Government contract by virtue of section 3(a) of
Dlvis-Blcon Act or 29 CFR 5.12(1)(1).
(ii;) The penalty- for making false
statements is prescribed in the u.5". Crilli na 1 Code. 18 U .S.t.
1001. .
be
of a
the
(b) Contract Work Hours and Safety Standards Act -
The Agency Head shall cluse or require the contracting officer
to insert the following clauses set forth in paragraphs (b)(l),
(2). . (3). and (4) of this section in full in any contract
subject to the overtime provisions of the Contract Work Hours
and Sa fety Standards Act. These clauses shall be i nurted in
addition to the clauses required by 5.5(a) or 4.6 of Part 4 of
this title. As used in this paragraph, the terms .'aborers. and
-lIechanics. include watChmen and guards.
(1) Overtime Requirements - No contractor or
subcontractor contracting for any part of the contrlct wort
which illY require or involve the ellployment of laborers or
mechanics shall require or perllit any suCh laborer or meChanic
in any workweek in ~hich he or she is employed on SuCh ~ork to
work in u:ceSS of forty hours in SUCh ~orr.~eer. unl ess SUCh
laborer or mechanic receives compensation at a rate not less
than one and one-half times the ~asic rate of pay for all hours
worked in e~cess of forty hours 1n such work~eek.
(2) Violation: Liability for unpaid Wages:
LiQuidated Oamages In tne event of any violation of the
clause set fortn in paragraphs (bl(l) of tnis section tne
contractor and any subcontractor responsible tnerefor shall be
liable for the unpaid wages. In add1t~on, sucn contractor and
subcontractor shall be liable to the U~1te~ States (1n the case
of work done under contract for the 01str1ct of Columb,. or I
urri tory to such Oi stri ct or to such terri tory), for
liQuidated damages. Sucn liQuidated damages Shal~ be.computed
with respect to eacn individual laborer or mechan,c, ,ncluding
wltchmen Ind guardS. employed in violation of the clause set
forth in plragraph (b)(ll of this section, in the sum of $10
for each cllendar day on which suCh individual was reQuired or
permitted to work in e~cess of the standard workweek of forty
nours without payment of the overtime wages reQuired by the
clluse set forth in pari graph (b)(l) of this section.
(3) Withholding for Unpaid Wages and LiQuidated
Olllllges - Tne (write in tne nlme of the Federal Igency or the
loan or grlnt recipient) snall upon its own action or upon
wri tten reQuest of an luthori zed representative of the
Deplrtment of Llbor withhold or Cluse to be witnneld, from any
moneys payable on account of work performed by the contractor
or subcontrlctor under any such contract or Iny other Federal
contract with .the same prime contrlctor, or Iny otner
Federally- Issisted contrlct subject to the Contrlct Work Kours
and Safety Standlrds Act. whi ch is hel d by the Sllle prille
contrlctor, sucn sums IS Ilay be deterllined to be necessary 1.0
sltisfy Iny liabilities of sucn contractor or subcontrlctor for
unplid wlges Ind liQuidlted dalllges as provided in the clause
set forth in subplragraph lZ) of this plragraph.
(4) Subcontrlcts - ihe contractor or subcontrlct-
or shall insert in any subcontracts the clluses set forth in.
subpar.grlph (1) through (4) of thh paragraph and Ilso a
clause reQuiring the subcontrlctors to include these clauses in
any lower tier subcontrlcts. The prime contractor shall be
responsible for cOlllpliance by any subcontractor or lower tier
subcontractor with the chuns set forth in subparagraphS (1)
through (4) of this paragrlph.
(c) In addition to the clauses contained in paragraph
(b), in any contract subject only to the Contract work Kours
and Safety Standards ~"t and not ~o any of the other statutes
~ited in 5.1. the Agency head shall "ause or reQuire tne
contracting officer to lnsert a "lause recuiring that the
contractor or subcontractor shall maintain payrolls and basi~
payroll re~ords during the ~ourse of the work and shall
preserve them for a peri od cf three years from the "ompletion
of the contract for all laborers and mechanics. in~luding
guardS and "atchmen. working on the ~ontract. Su~h recordS
shall contain the name and address of each such employee,
social security number. ~orrect classifi~ation. hourly rates of
"ages paie. caily and weekly nU~ber of hours worlted. deduct-
ions malle and actual wages pa,d. Further. the Agency Hud
Shall cau;e or require the contracting officer to insert in any
such contract a ~lause providing that the records to be
maintained under this paragraph Shall be llIade available by the
contractor or subcontractor for i nspecti on, copyi ng. or
transcription by authorized representatives of the (write the
nallle of agency) and the Department of Labor, and the contractor
or subcontractor wi 11 perllli t such representati ves to interview
uployees during working hours on the job. (Approved by the
Office of Management and Budget under OMB control numbers
1215-0140 and 1215-0017.)
5.6 Enforcuent
(a)(l) It shall be the responsibility. of the Federa'
agency to ascertain whether the clauses required by 5.5 have
been inserted in the contracts subject to the llbor standlrds
provisions of the Acts contained in 5.1. Agencies which do not
directly enter into suCh contracts Shill promulgate the
necessary regulations or procedures to require the recipient of
the Federal assisunce to insert in its contracts the
provisions of 5.5. No plyllent, advlnce, grant. loall, or
gUlrantee of funds shall be approveCl by the FeCleral agellty
unless the agency insures that the clauses required by 5.5 and
the appropriate wage deterllination of the Secretary of Labor
are conU i ned in suCh COlltracts. Furthermore. no payllent.
adultce, grant. lOin, or gUlrantee of funds shall be approved
by the F ederll Igency I fter the begi nni ng of constructi on
unless there is on fi'e with the Igency a certification by the
contractor that the contrHtor Ind its subcontractors have
complied with the provisions of 5.5 or unless there ;s on fill
with the agency a certification by the .contractor that there is
a substantial dispute with respect to the required provisions.
(2) Payrolls and Statelllents of tOllpliance
sublllitted pursuant to 5.5(a)(3)(iO sha" be preserved by 'the
Federal agency for a period of 3 years frolll the date of
completion of the contract and shall be produced at the request
of the Oepartlllent of Labor at any tillle dur; ng the 3-yur
period.
(3) T~e Feoeral agency' s~al1 cause su,h
investigations to De maOe as may be ne,essary to aSsure
complian,e ~ith t~e laDor stanoar~s clauses recuire~ by 5.5 anC
the appli'able statutes listeo in 5.1. Investigations s~al1 be
macle of all ,0ntrHts ~itn su'~ .freQue~q .as may De ne~essary
to assure compliance. Sucn InvestIgatIons shall ~neluce
i ntervi e~s ~i th employees. ~hl ch sha '.1 be taken' n confl denee.
and euminations of payroll oata ano evidence of registration
and certifi'ation ~ith respect to apprenticeship ana training
plans. In making suCh eUlllinations, particu!a: ca:e Shall be
tlken to determi ne the correctness of ,1 ass I f, ,a t, ons anC to
determine whether there is a oisp.roportion~te employment of
laborers and of apprentices or traInees re~'stered ,n. approveC
progralls. Su,h investigations shall also ,ncluoe eVld~nce of
fringe benefit p1ans and paylllents ~he~eunder. Comp1alllts of
a11eged violations shall be g,ven pr10r1ty.
(4) In H,ordance ~ith norlllal operating
pro,edures. the contrHting agency lIIay be furnished various
investigatory lIIaterial frolll the investigation files of tile.
Departlllent of Labor. None of the material, other than COllpU-
titions of back wages and liquidated dalllages and the sUlllllary of
back wages due. llIay be disclosed in any lIIanner to anyone other
than Federal officials charged with adlllinistering the contrl't
or program providing Federal assistlnce to the contrlct.
without reQuestng the permiSSion Ind views of the Department of
Labor.
(5) It is the pol i 'y of the Department of Llbor
to protect the identity of its confidenthl SOUl"ces and to
prevent In unwal"ranted invlsion of pel"sonal privlcy.
A,cordingly, the identity of an employee WftO makes a.w~tten'or
orll stltement IS I complaint or in ~e course of In investiga-
tion. IS well as pOl"tions of the statellent whiCh would reveal
the employee's identity, shall not be disclosed in Iny Ilanner
to Inyone other than Federal off1cials without the prior
consent of theellployee. Disclosure of employee statellents
shall be governed by the provisions. of the -Freedoll of
Inforlllation Act" (5 U.S.C. 552. see CFR Part 70) and the
-Privacy Act of 1974- (5 U.S.C. 552a).
. (b) The Adlllinistrator shall cause to be ilia de such
investigations as dUlled necesslry, in .ordel" to obtain CilllPl'l-
anee with the labor standards provisions of the appHc:ab1e
stltutes listed in 5.1. or to affirll or reject the recollllenda-
tions by the Agency Held with respect to labor stlndards
mltters Irising under the statutu listed in 5.1. Federal
Igencies, contractors. subcontractors. sponsors. applicants. or
owners shall cooperate with any authorized representative of
the Depal"tment of Labor in the inspection of l"ecords. in inter-
views wi th workers. and in a" other aspects of the; nvestlga-
tions. The findings of such an investigation. including
Imounts found due. lilY not be 11 tered or reduced wi thout the
approval of ':~e Department of Labor. lI~e"e t~e unde,.payments
disclosed by such an investigation total 51.000 or more, where
there is reason to believe tnat the violations are aggrevated
or willful (or, in the case of the Davis-Bacon Act. that the
contractor has disregarced its obligations to employees and
subcontractors), or wnere liQuidated. damages may be assessed
under the Contract lIork HourS and Safety Standards Act. the
Department of Labor will furnish the Federal agency an
enforcement report detailing the labor standards violations
disclosed by the investigation and any action taken by the
contractor to correct the violative practices. inclUding any
payment of biCk wages. In other circumstances, the Federal
agency will be furnished a luter of notification summarizing
the findings of the lnvestlgatlon.
5.7 Reports to the Secretary of Labor
la1 Enforcement Reports. (1) Where underpayments by I
contractor or subcontractor total less tllan $1.000. and where
there is no relson to believe tllat tile violations are
a9gregated or willful lor. in the clSe of tile Davi s-Bacon Act
that tile contractor hIS disregarded its obligations to
ellployees and subcontractors). and wllere restitution has been
effected and future compliance assured. tile Federal age~cy need
not sublllit its investigative findings and recollllllendations to
tile Adllinistrator. unless tile investigation WIS lIIade at th"t
reQuest of tile Oepartllent of Labor. In the latter Clse. tile
rederal agency shall sublllit a factual sUllllary report detailing
any violations including any data on tile alllount of restitution
paid. tile nUllber of workers who recehed restitution.
liQuidated dallages assessed under the Contract Work HOllrs and
Safety Standards Act. corrective _lIIeasures taken Isuch IS
"letters of notice"). and any information that lIIay'be necesslry
to review any recolllmendations for an appropriate adjus~lIent in
liQuidated dalllages under S.S.
(2) Where underpaYlDents by a contractor or
subcontractor total Sl.000 or lIIore. or where tllere is reason to
believe that tile violations are aggravated or wi11ful (or. in
the ~ase of the Davis-Sacon Act. that tile contractor IIa.
dhregarded its obligations to employees and subcontractors).
the Federal agency shall furnish within 60 days after comple-
tion of its investigation. I detailed enforcellent report to the
Adlli ni strltor.
Ib) Semi-annual Enforcuent Reports - To Issist
the Secretary in ful fi' i ng the responsibilities under
Reorganization Plan No. 1~ of 1950. Federal agencies slllll
furnish to the Adllinistrator by April 30 and October 31 of ea,II
calendar year selli-annual reports on compliance with Ind
enforcelllent of the labor standards provi si ons of ttll
Davis-Bacon Act and 1~S relateO acts covering the periOdS of
October 1 through March :ll. anO Apri 1 1 through Septemtler 30.
resPectivel)'. Such repor~s sr,a1l be prepared 1n. the manner
prescribed in me~oranoa 1ssueO to Feaeral egenC1eS b)' the
Administrator. This report haS been cleared in accorcance with
FPMR 101-11.11 and assi gned i nteragenc)' report control number
1482-DOL.-SA.
(cl Additional Information upon recuest. tile
Agency llead Shall trans~it to t.he Ad~inistrator Such infor-
mation available to the Agenc)' w1th respect to contractors and
subcontractors. their contracts. and the nature of the contract
work is tile Administrator ~ay find necessary for the
perfor~ance of his or her dutie.s wi~h respect to the labor
standardS provisions referred to 1n th1S part.
(d) c.ontract Termination - Where a contract ;s
ter~inated by reason of violations of the labor standards
provisions of the statutes listed in 5.1. a report shill be
sub~itted promptly to the Ad~inistrator and to tne c.omptro"er
General (if tne contract is subject to the Davis-Bacon Actl.
giving the name and address of the contractor or subcontractor
whClSe ri ght to proceed has been termi nated. and the name Ind
address of the contractor or subcontractor. if any. who is to
complete the work. tne amount Ind number of the contract. ana
the description of the work to be performed.
5.8 L.iQuidate; Damages Under the Contract Work Hours and
Safety Standards Act
_ (a) ihe Contract Work Hour~ and Safety Standards
Act reQuires that laborers or mechanics sha" be paid wag~s a~
I rite not 'ess thin one and one-ha'f times the basic rate of
PlY for. a" hours worked in excess of forty hours in any
workweek. In the event of violation of. thts provision. the
contractor Ind any subcontractor sha" be 'iab'e for the unpaid
wages and in addition for HQuidated dalllages. computed wi~h
respect to each laborer or lIechlnlc ellployed in violation of
the Ac 1. in the IlIount of SlD for each ca' endar day in the
workweek on which such individua' was r~Quired 01" permitted to
work in excess of forty hours without payment of reQuired
overtime wlges. Any contractor or subcontractor aggrieved by
the withho'ding of 'iQuidated dallages sha" hIVe the right ~o
appea' to the hud of the agency of the United States (01' the
territory of District of Co'ulllbia. as appropriate) for wllich
the contract work wlS perforlled or for whi ch financ1&'
assistance wlS provided.
b) Findings and Recommendations of the Agency Head
The Agency Head has tile authority to review ~he
administrltiye determination of 'iQuidated dalllages and to issue
a fina' order affirllling the determination. It is not necessary
to seek the concurrence of the Admini strator. but the
Adminisvator shall be advised of the action taken. Whenever
the Agency Head finds that a sum of 1iQuidated damages
administrative1y determlned to Ce due 1S lncorrect or that the
contractor or suCcontractor v101ated lnacvertently the
provisions of tne Act notw1thstanding tne exercise of due care
upon tne part of the contractor or subcontractor involved. and
the amount of tne liQuicated damages computed for tne contract
is in e~cess of S500. the ~gency Head may make reCommendations
to the Secretary that an appropriate adjustment 1n liQuidated
damages be made or that the contractor or subcontractor lie
relieved of liability for sucn liQuidated damages. SUCh
findings with respect to liQuidated damages Shall inclUde
findings witn respect to any. wage underpayments for wniCh the
liquidated damages are determ1ned.
(c) The recommendations of the Agency Head for
adjustment or relief from liQuidated damages under paragrapll
(al of this section sha11 lie reviewed by tne Administrator or
an authori zed representati ve who Shall issue an oreler
concurring in the recomendations. partially, concurring in tile
recommendations. or reJecting the recommendations, and tile
reasons therefor. The order shall lie the final decision of tile
Department of Lallor. unless a petition for review .is filed
pursuant to Part 7 of this title, and the Wage Appeals Board in
its discretion reviews such decision and order, or, witll
respect to contracts subject to the Service Contract Act.
unless petition for review is filed pursuant to Part B of tllis
title. and the Board of Service Contract Appeals in its
discretion reviews such decision and order.
(d) Whenever the Agency Head finds that a SUII of
liquidated damages administratively determined to be due under
section 104(a) of the Contract Work Hours and Safety StandardS
Act for a contract is S500 or less and the Agency Head finds
that the SUIl of 1 i Qui dated dallages is incorrect or tllat tile
contractor or subcontractor violated inadvertently tile
provisions of the Contract Work Hours and Safety Standards Act
notwithstanding the e~erc1se of due care upon tile part of tile
contractor or subcontractor involved, an appropriate
adjustllent may be made in such liquidated damages or tile
contractor or subcontractor may be rel hved of 1 1abi 1 ity for
SUCh liquidated duages without subllitting recOllllendltions to
this effect or a report to the Department of L.abor. This
delegation of authority is made under section 105 of the
Contract Work Hours and Safety Standards Act and has been found
to be necessary and proper in tile public in'terest to prevent
undue hardship and to avoid serious illpa1rment of tile conduct
cf Government business.
5.9 Suspension of 'ur.QS
In the event of failure or refusal of tne contractor
or any sUDcontractor to comply. .,th tne laDor staneares c1aus~s
containe~ in 5.5 anQ tne app11cID1e statutes listeQ 1n 5.1 tne
Federal agency. upon its own action or upon "ritten reQuest of
an authorize~ representative of the Department of ~abor. snall
take such action as may be necessary to cause the suspension of
the payment, aOvance or guarantee of fun~s unti 1 SUCh time as
the violations are ~i$Continue~ or until sufficient fun~s are
withheld to compensate emp10yees for the wages to "hi ch they
are entit1ed and to cover any 1 icui~ated carnages which may be
~ue.
5.10 Restitution, Criminal Action.
(a) In cases other than those forwarded to the
Attorney General of the Unite~ States under paragraph (Il), of
this section where violations of the lallor standarcls clauses
, . .
containecl in 5.5 an~ the appllCable statutes luted in 5.1
result in unoerpayment of wages to employees, the Federa'
agency or an authorized representative of the Department of
Lallor shall reQuest that restitution be made to such employees
or on their behalf to plans, funds, or programs for any type of
bonl fide fringe ben~fits within the meaning of section 1(b)(2)
of ~he Davis-Bacon Act.
(bl In cases where the Agency Hud or the
Administrator finds substantial evidence 'that such violations
are willful and ift violation of a crimina' statute, ~he matter
shall be forwarded ~o ~he A~torney Generll of the United Stites
for prosecution .if the facts wlrrant. In 111 such cues. the
Administrator shill be informed sillultaneous'\-y of. the Iction
uken.
5.11 Disputes Concerning Plyllent of Wlges
(a) ihis section sets forth the procedure for
resolution of disputes of fact or law concerning payllent of
prevailing wage rates, oyertille pay, or proper classification.
ihe procedures in this secti on lilY be i nUh ted upon the.
Adllinisua~or's own 1Il0tion, upon referrll of ~he dispute by a
Federal agency pursulnt to 5.5(1)(9), or upon reQuest of the
contractor or sullcontractor(s).
(b)(1) In the event of a dispute described in
paragraph (a) of this section in which it appears that relevant
facts are at issue, the Administrator will notify the affected
contractor and subcontractor (s) (if Iny I, by reg; stered or
certified mail to the lISt known address, of the inyestigltion
findings. 1f tne AOministrator Oetermines tnat tnere is
reasonable cause to bel i eve tnat tne contracter' andlor
subcontractorls) shoul0 also tie subje:t to oetlarment unOer the
Davis-8acon Act or 5.12la)(1). tne letter ~ill so inoicate.
(2) A contractor anolor subcontractor
desiring a hearing concerning tile Administrator"s investigative
fin din g s s h a 1 1 I" e Que S t s u c n a hear i n g by 1 e t te I" postma I" k ed
within 30 days of tile date ef the Administrator's letter. The
reQuest sllall set fortn. tllose. findings ~~iCh are in Oispute and
the reasons therefor, lncluClng any afflrmatlve defenses. with
respect to the violations anolor debarment. as appropriate.
(3) upon receipt of a timely reQuest far I
hearing the Adlllinistrator shall refer the case to the thief
Adlli ni strati ve L.aw Judge by Order of Reference. to whi ch shill
be attached a copy of the letter from the Adllli n i strator and
response thereto. for designltion of an Administrative' Llw
Judge to conduct sucn hearings as lIlay be necessary to resolve
the disputed matters. The hearing shill be conducted in
accordance with the procedures set forth in 29 CFR Plrt 6.
lc)l1) In the event of a dispute described in
plragraph (a) of this section in which it Ippears thlt there
are no relevant facts at issue. and where there is not It that
tille relsonable cause to institute debarment proceedings under
5,12. ~he A~lIi ni s tr.ltor s ha" not if y the con trH tor Ind sub-
contrHtor(s) (if any). by registered or certified lIal1 t"-the.
last known adCress. of the investigation findings. and shill
issue I ruling on any issues of llw known to be 1n dispute.
(2)( 1) If the contrl c tor and/orsub-
contractol'{s) disagree with the factual findings ot" the
ACllinistrltor or believe that there Ire relevant facts in
dispute. the contractor or subcontrlctor(s) shill so acvise the
Adllinistrator by letter postmlrked within 30 dlYS of the
Administrator's letter. In the response, the contrlctor andlor
subcontrlctor(s) shall explain in detal1 the facts Illeged to
be in' dispute and Ittlch Iny supporting dosumentltion.
(ii) upon receipt of I response under
plrlgrlph (c)(2)(i) of this section Illeging the e~istence of I
factual dispute. the Administrltor sllill eUlline the informl-
tion submitted. If the Adllinistrltor determines that there is a
relevant issue of flCt, the Administrltor shall refer the case
to the Chief Administrative Law Judge in Iccordance with
paragraph (b)(3) of this section. If the Administrator deter-
lIIi nes that. there is no relevant issue of fact, the
Adlllinistrator shall rule and advise the contractor and
subcontractor(s) (if Iny) Iccordingly.
(3) If the con,,:rH,,:or an~/or
SUbcontractorls) ~esire review of the ruling issue~ by ,the
A~lIIinistrator un~er para;raph (c)(I) or (2) or th1S sect,on.
the contractor an~/or suocontractor(sl Sha~1 fil,e a petition
for review thereof wi th the ,wage Appea I s 6:ard W1 ":h1 n 30 ~ays
of the date of tne rul, ng. ..., tn a copy thereof the
Administrator. ihe petition f,or review Shall be filed in
accor~ance with Part 7 of tn,S t,tle.
(dl If a timely response to the Administrator's
findings or ruling is not ma~e or a timely petition for review
is not filed. the A~lllinistrlto's fin~ings an~/or ruling shall
be finll elcept that witn respect to ~eblrlllent un~er the
Davis-Bac~n Act. tne Adlllinistr~tor Shall advise t~e COlllptroller
lieneral of the A~lIIinistrator s recolllmen~at'o~ .,n accordance
witll 5.12(&)(1l. If I timely re,sponse or pet,.t,.on for review
is file~ the findings an~/or rul,ng of the A~Ill'n'strator shall
be 'inope~ative unless an~ until tile decision is uphel~ by the
Administrative ~IW Ju~ge or tne Wlge Appeals Board.
5.12 Debarment Procee~ings.
(al(l) Whenever any contractor or subcontractor is
foun~ by the Secretary of ~abor to be in aggrevate~ or willful
violation of the labor standardS provisions of any of tile
app li cab 1 e statutes 1 i s ted in 5.1 other than tile Davis-Bacon
Act. such contractor or subcontractor or any firm. corporation.
partnership. or association in which suCIl contractor or sub-
contractor has a substantial interest shall be ineligible for a
period not to elceed 3 years (from the date of publication by
tile Comptroller General of the name or names of said contractor
or subcontractor on the ineligible list IS provided below) to_
recei ve any contracts or subcontracts subject to any of tile
statutes listed in 5.1.
(Z) In cases arising under contracts
covered by tne Davis-8acon Act. tile Administrator sllall
transmit 'to the Comptrol ler 6eneral the names of the
contractors or subcontractors and tIIeir responsible officers.
if any (and any fi rms in wlli cll the contractors or
subcontractors are known to have an interest). who have been
foun'd to have disregarded tlleir obligations to nployees. and
tile recommenda t i on of tile Secretary of ~abor or autllori zed
representative regarding debarment. Tile Comptro"er General
will distribute a list to all Federal agencies giving tile names
of such ineligible person or firllls. wllO shall .e ineligible to
be awarded any contract or subcontract of the United States or
the District of Columbia and any contract or subcontract
SUbject to the labor sundards provisions of the statutes
,listed in 5.1.
(tl)(ll In addition to cases. under ..~.icn eetlarment
action is initiated pursuant to 5.11. whene~er as a result of
an investigation conducted by the Feceral agency or the
Department of Labor. and wnere the AOn:1 r.1 strator fi nds
reasonable cause to believe tnat a contractor or subcontractor
has committed willful or aggravated violat10ns of the labor
standardS provisions of any of the statutes listed in 5.1
(other than tne Davis.Bacon Act), or has committed violations
of the Davis-Bacon Act whicn constitute a cisregard of its
Obligations to employees or subcontractors unoer section 3(a)
thereof, the Administrator snall ntoify by registered or
certified mail to the last lenollin add~e5S. the contractor or
subcontractor and its respons1ble off,cers, ,f any (and any
firms in whi ch the contractor or subcontractor are known to
hne a substantial interest), of the finding. The
Administrator shall afford such contractor or subcontractor and
any other parties notified an opportunity for a hearing as to
whether debarment action should be taken under paragraph (a)(l)
of this section or section 3(a) of the Davis-Bacon Act. The
Administrator shall furniSh to those notified a summary of the
investigative findings. If the contractor or subcontractor or
any other parties notified wish to reQuest a hea~ing as to
whether debarment action should be taken, such a reQuest shall
be made by letter postmarked within 30 days of the date of the
letter from the Administrator, and shall set forth any findings
which are in dispute and the reuons therefor, including ani
affirmative defenses to be raised. Upon receipt of such
reQuest for. 1 heari n9, the Admi ni strator shall refer the cue
to the Chief Administrative LIW Judge by Order of Reference. to
which shall be attached a copy of the letter froll the
Admi ni strator Ind the response thereto, for desi gnati on of an
Administrative Law Judge to conduct such hearings u lIay tie
necesury to deterlline the matters in Clilpute.- Incl71\sidering
debarment unCler Iny of the statutu li sted in 5.1 other than
the Davis-Bacon Act, the Adllinistrative La. Judge shl" issue
an order concerning whether the contractor or subcontractor is
to be debarred in accordance .i th parlgrlph (1)( 1) of tlli s
section. In considering deblrlllent under the Divis-Bacon Act.
the Administrative LIW Judge sha" issue a recolllmendltion as to
whether the contrlctor of subcontractor sllould be debarred
under section 3(a) of the Act. .
(2) Hearings under this section sllall be
conducted in accordance with 29 CFR Part 6. If no hearing is
reQuested within 3D days of receipt of the letter frOIll the
Administrator, the Administrator's findings shall be fina'.
except with respect to recomllendltions regarding debarment
under the Davis-Bacon Act, IS set forth in paragraph (I)(Z) of
this section.
(~) Any person or firm debarred under 5.12(a)(1>
may in writing reQuest rerr.~~al from tr\e cebarment list after
silt monthS from tr\e cate ~f pUbli:ation by tne Comptroller
General of su~h person or firm's name on tne ineligible list.
Such a reQuest shou 1 d be d' rected to the "drr,; n ; strator of the
wage and Hour Division, Employment Standards Administration,
U.S. Department of Labor, liashinston. D.C. 20210. and shall
contain a fun uplanation of the reasons \lhy such person or
fir~ should be removed from the ine1isible list. In cases
where the contractor or subcontractor fa i 1 ed to lulte full
restitution to all underpaid employees, a reQuest for removal
will not be considered unt1l such underpay~ents are made. In
all other .casu. tile Adlllinistra.tor ~ill exami.ne the ,facts and
circu~stances surrounding tne vlolatlve practlces wlllCh caused
the debar~ent. and issue a decision as to whether or not sucll
person or firll has demonstrated a current responsibility to
cOllply wi th the labor sunlards provi si ons of the statutes
listed in 5.1. and therefore should be removecl froll. tile
ineligible list. Among tile factors to be' considered in
reaching such a decision are the severity of the violitiollS.
the contractor or SUbcontractor's attitude towards cOllpliance.
and the past compliance history of the firlll. In no c;ase will
such relloval be effected unless the Administrator cleterlllines
after an investigation that such person or firlll is in
co~pliance with the labor standards provisions applicable to
Federal contracts and Federally assisted constru<:tion work
subject to any of the applicable statutes listed in 5.1 and
other labor statutes providing wage protection, such IS t.lle
Service contract Act. the Walsh-Huley Public Contrlcts Act.
and the Fair Labor Standards Act. If the reQuest for relloval is
denie~, the person or firll Illay petitton for review by the Wage
Appea 15 BoarCl pursuant to 20 CFR Part 7. - -
(d)(l) Section 3(a) of the Davis-Bacon Act provides
that for I period of tllree years froll date of publication on
tile ineligible list, no contract shall be awarded to any
persons or firlls pllced on the list as a result of a finding by
the Co~ptroller General tllat sucll persons or firlls baye
disre'garded obli gations to ellployees and subcontractors under
that Act, Ind further. that no contract shall be awarded 'to
'any fir~. corporation, partnership, or association in whiell
such persons or firllls have an interest'. Paragraph (a)(l) of
this section si~ilarly provides that for a periOd not to exceed'
three years fro~ date of publication on the ineligible list. no
contract subject to any of the statutes listed in 5.1 shall bl
awarded to any contractor or subcontractor on the 1!Ieligible
list pursuant to that paragraph, or to 'any firll, corporation.
partnershiP. or Issociation" in which sucll contrlctor or
subcontractor tlas a 'SUbstantial ir,terest". A finCing as to
whether persons or firms wtlose names appear on ttle lneligible
list have an interest (or a substantial interest, as
appropriate) in any ctner firm, c:orporation, partnerstlip,or
association, ilia)' be made tnrougtl investlgation, nearing, or
otherwi se .
(2)(i) ine Administrator, on
motion or after rec:elpt of a reQuest for a
pursuant to paragraph ,(d)(3) of this section ~a)'
on the issue of lr.terest (or substantlal
a ppropr il te) .
his/her own
determination
make a finding
interest, as
(ii) If the Adlllinistrator determines
that there lIa)' be an interest (or substantial interest. as
appropriate), but findS that there is insufficient evidence to
render a final ruling thereon, the Administrator ilia)' refer the
issue to the Chief of Administrative Law Judge in a"ordance
with p~ragraph (d)14) of this section.
(iii) If the Administrator finds that
no interest (or substantial interest, IS appropriate) exists.
or that there is not sufficient inforlllation to warrant the
initiation of an investigation. the reQuesting part)', if an)'.
will be so notified and no further action taken.
(h) If the Adllinistrator finds tha~
an interest (or substantia' i'nterest, as I.ppropriate) exists.
the person or firll affected will be notified of the
Administrator's finding (by certified mail to the last known
address), which sha" include the reasons therefor, and SUCh
person or firll sha" be afforded an opportunity to reQuest that -
a hearing be held to render a decision on the issue.
IB) Such person or firm sha"
hne 20 da)'s from the date of the Administrator's ruling ~o
request a hearing, A detailed statement of the reasons why the
Administrator'S ruling is in error. including facts al'eged to
be in dispute, if any. shall be submitted with the request fDr
a huring.
Ie) If no hearing is reQues~-
ed within the time mentioned in paragraph Id)(Z)(iv)(I) of this
section, the Administrator's finding sha'l be fina' and 'the
Administrator shall so notify the COllptrOller General. If a
hearing is requested. the ruling of ~he Adllinis~rator sha" be
inoperative unless and until the adllinistrative law judge Dr
the Wage Appeals Board issues an order that there ;s ar.
interest (or sucstar.tlal interest, as appropriate).
(j)(1) A reQuest fer a oeterr.:ination of
interest (or substar.t~al ir,terest. as apropriatel, may be made
by any interested party, including contractors or prospective
contractors and assoc1ations of contractor's representatives of
employees. and interesteo Government agencies. SuCh a reQuest
shall be submitteo 1n wnt1ng to the Adm1n1Strator. Wage and
Hour Division. E.mployment StandarelS Administration. U.S.
Department of Labor. "ashington. D.C. 20210.
(il ine reQuest shall include a
statement setting fortll in oetail why the petitioner believes
that a person or firm whose name appears on the debarred
cidders list hIS an interest (or a substantial interest, as
appropriate) in any f~rm. corporation, partnership, or
association which is seek,ng or has been awarded a contract of
the United States or the district of Columbia, or wHch is
subject to any of the statutes listed in 5.1. No particular
form is prescribeO for the submission of a reQuest under this
secti on.
(4) Referral to the Chief Administrative ~aw
Judge. _ The Administrator, on his/her own motion under para-
graph (d)(2)(ii) of this section or upon a reQuest for hearing
where the Administrator determines that relevant facts are in
dispute, will by order refer the issue to the thief
Administrative ~aw Judge, for designation of an Administrative
~aw Judge whO Shall conduct such heari ngs as may be nec..lssary
to render a decision solely on the issue of interest (or
substantial inurest, as appropriate). Such proceedings shan
be conducted in accordance with the procedures set forth at 29
CFR Part 6.
(5) Referral to the Wage AppealS Board. - If
the person or firm affected reQuests a hearing and the
Administrator determines that relevant facts are not in
dispute, the Administrator will refer the issue and the record
compiled thereon to the wage AppealS Board to render a decision
solely on the issue of interest (or substantial interest, as
appropriate). Such proceedings shan be conducted in
accordance with the procedures set forth at 29 CFR Part 7. .
5.13 Rulings and Interpretations.
All Questions relating to the application an4
interpretation of wage determinations (including the classi-
fications therein) issued pursuant to Part 1 of this subtitle.
of the rules containe~ in this part and in Parts 1 and.3, and
of ~he labor stanoaros pro~lSlons of any of ~he sta~utes lis~ed
in S.l shall be referreo to ttle AOlllinistrator for appropria~e
ruling or interpretation. ihe rulings and interpretations
shall be authoritative anO thOSe unoer ~tle Davis-Bacon Act may
be relied upon as pro~ioeo for in seC~lon 10 of the
portal-to-portal Act of 1947 (29 U.S.C. ZSS). Rec:uests for
such rulings and interpretations should be adores sed to the
Administrator. Wage ana Kour Division, t:mploymen~ StandardS
Administration, U.S. Depar~ment of ~abor. Washington. D.C.
20210.
5.14
Variations. iolerances. and t:~emptions frolll Parts 1 and 3
of this Subtitle and this Part.
The Secretary of I.abor may make variations, tolerances,
and e~elllptions froll the regulatory reQuirements of this part
and those of Parts 1 and 3 of this subtitle whenever tile
Secretary finds ~hat sucll action is necessary and proper in tile
public interest or to prevent injustice ana undue hardship.
Varia~ions, tolerances. and e~emptions may not be made froll the
statu~ory reQuirements of any of the sta~uteS listed in 5.1
unless the statute specifically provides such authority.
5.15 I.imitations, Variations, Tolerances, and E~emptions Under
~he Contract Work Hours and Safety StandardS Act.
"
'.
. (al General. Upon his or her own initi~tive or upon tile
reQuest of any Federal agency, the Secretary of I.abor lilY
provide under section 105 of the Contract Work Hours and Slfety
StandardS Act reasonable lillitations and a"ow variations.
tolerances, and e~empti~ns ~o and froll any or III provisions of
~hat Act whenever the Secretary finds such action to be
necessary Ind proper in the publiC -interest. trr prevent
injustice. or undue hardship, or to .void serious impairllent of
the conduCt of Goyernllent bushess. Any reQuest for such
action by the Secretary slll'l' be subllitted in writing, and
shall set forth the relsons for whicll the reQuest is .Ide.
(bl EUllptions. Pursulnt to section 105 of the
Contract Work Hours and Slfety Stlndards .Act, the following
classes of contracu Ire found eUllpt froll III provisions of
that Act in order to prevent injustice, undue hardship, or
serious impairment of Government business:
(11 Contrlcts of $2,000.00 or 'ess.
(2) Purcllases Ind contracts other than con-
struction contracU in the Iggregate a..ount of n,500.0D or
less. In arriving at the aggregate I..ount inyolved. tllere lIust
be in~luded all property and services which would properly be
grouped together in a single transaction and whi~h would be
in~luded in a sinsle advertisement for bics if the pro~urement
were being effe~ted by formal advertising.
(3l Contract worK performed in a workplace
within a foreign ~ountry or within territory under the
jurisdiction of the United States ~the~ than ~he fol~owing: A
State of the United States; the 01Str1ct of Columb1a; Puerto
Rico' the virgin Islands; Outer Continental Shelf lands defined
in ihe Outer Continental Shelf Lands Act (~h. 345. 67 Stat.
462); American Samoa; Guam; Wake Island; En1wetok Atoll;
Kwajalein Atoll; and Johnston Island.
(4) Agreements entered into by or on behalf
of the COllllllodity Credit Corporation providing for the storing
in or handling by commerical warehouses of wheat. corn, oats,
barley, rye. grain sorghums. soybeans, fllxseed. rice, nlYll
stores. tobacco. peanuts. dry beans. seeds, cotton. and wool.
(5) Sales of surplus power by the iennessee
Vllley Authority to States, counties. municipalities,
cooperative organization of citizens or flrmers. corporations
Ind other individuals pursulnt to section 10 of the iennessee
vllley Authority Act of 1933 (16 U.S.C. 8311l.
(c)- iolerances. (ll ihe "buic -rate of pay" under
section 102 of the Contrlct Work Hours and Safety Standards Act
may be computed as In hourly eQuivalent to the rate on whicll
time-and-one-half overtime compensation may be computed and
plid under section 7 of the Fair Labor Standards Act of 1931,
IS lIIlenlled (29 U.S.C. 207l. IS interpreted in Plrt 778 of tllis
title. ihis tolerance is found to be necessary Ind proper ill
the publiC interest in order topreyent undue hlrdship.
(2) Concerning the tolerance provided in
plragraph (c)(l) of this section, the provisions of section
7(d)t2) of the Flir labor StandardS Act and 778.7 of tllis title
s.ould be neted. Under tllese provisions, payments for
eccasional periodS when ne work is performed, due to vacations,
Ind silllilar causes are excludable from the "regular rate" under
the Fair Labor Standards Act. Such payments, therefore, are
Ilso excludable from the "basic rate" under the Contract Work
Kours and Safety Standards Act.
(3) See 5.8(c) providing a tolerance
subdelegating 'authority to the heads of agencies to ..lte
appropriate adjustlllents in the assessment of liQuidated damages
totaling $500 or less under specified circumstances. -
(4)( i) Ti me spent ; n an or;ani zed pro;ralll of
related. supplemental ,nstruction by laborers or mechanics
employed under bona fide. app~ent'ceship o.r tr.aining p~ograms
may be eJcluded from ~ork'ng t,me of the cr1ter,a prescrlbed in
paragraphS (cl(C)(ii) and (,ii) of this sectlon are met.
(i i ) The apprent ice or tra; nee COIllU
within the definition contained in 5.Z(n}.
(i i i) The time in Questi on does not
involve productive ~ork or performance of the apprentice's or
trainee's regular duties.
{el} Variations (ll In the event of failure or
refusal of the contractor or any subcontractor to comply with
overtime pay requirements of the contract Work Hours anel Safety
Standarels "Act. if the funds withhelel by Federal agencies for
the violations are not sufficient to pay fully. both the u~paid
wages due laborers and mechanics and the liQuidated'dama~es due
the United States. the available funds shall be used first to
compensate the laborers ana mechanics for the wages to which
they are entitled (or an equitable portion thereof when the
funds are not adequate for this purpose); and the balance. if
any. shall be used for the payment of liquidated d.mages.
(2) I n the performance of any contract
entered into pursuant to tile provisions of 3B U.-S.C. 620 to
provide nursing home care of veterans. no contractor or
subcontractor under such contract shall be eleemeel in violation
of section 102 of the Contract Work Hours and Safety Standards
Act by virtue of failure to pay the overtime wages required by
such section for work in excess of CO hours in the workweek ~o
any individual employeel by an establishment which is an
institution primarily engaged in the care of the sick, tile
aged, or the mentally ill or defective 'whO reside on the
premises if, pursuant to an agreement or understLnding arrived
It between the employer and the employee before performance of
the work. a work periOd of 1_ consecutive days is accepted in
lieu of the workweek of 7 consecutive days for the purpose of
overtime compensation and if such inelividual receives compensa-
tion for employment in eacess of B hours in any workday and in
excess of BO hours in such 1_-day period at a rate not 1tss
than 1 1/2 times the regular rate It which the individual is
employed. computed in aCcordance with the requirements of the
Fair ~abor Standards Act of 1938, as amended. (Approved by the
Office of Management and Budget under OMB control numbers
1215-0140 and 1215-0017.) .
(3) Any contractor or subcontractor perform-
ing on a government contract tne principal purpose of which is
the furnishing ef fire fight,ng or suppression and related
services. shall not be deemed to be in violation of Section 102
ef the Contract work Hours and Safety StandardS Act fer failing
to pay the evertime compensation reQuired by Section 102 of the
Act in accordance with the basic rate of pay as defined in
paragraph (c)(1) of this ser;tien. to any pilot or copilot of a
filted-wing or rotary-wing aircraft employed on suCh contract
if:
(i) Pursuant to a written employment
agreement between the contractor and the employee whi ch is
arrived at before perfermance of the work.
(A)
gross wages ef not less than S300
total number of hours worked in Iny
i he emp 1 oy ee receives
per week regardless of the
workweek. and
(B) Within any workweek the
total wages which an employee receives are not less than the
wages to which the employee would have been entitled in that
workweelt if the employee were paid the lIinimull hourly wage
reQuired under the contract pursuant to the prOvisions of the
Service Contract Act of 1965 and any applicable wage determin-
ation issued thereunder for all l'IOurs worked, plus an
additional premiull payment of one-half times such' Ilinimum
hourly wage for all hours worked in excess of 40 hours in the
workweek;
(ii) ihe l:(lntral:tor -maintains
aCl:uraU rel:ords of the total daiJy and weekly hours of work
performed by sUl:h employee on the government contract. In the
event these l:onditions for the exemption are not met, the re-
Quirements of section 10Z of the Contral:tWork Hours and Safety
Standards Al:t shall be applicable to the contract from the date
the contractor or subcontractor fails to satisfy the conditions
until. completion of the contract. (Approved by the Office of
Management and Budget under OMB control number 1215-0017.)
5.16 Training Plans Approved or Recognizee! by the Department
of Labor Prior to August 20, 1975.
(a) Notwithstanding the provisions of 5.5(I)(C)(11)
relatin9 to the utililation of trainees on Federal and
helerally assistecl construction, no contractor sha" be
reQuired to obtain approval of a training program whil:h. prior
to August ZO, 1975, was approvecl by the Department of Labor for
purposes of the Davis-hcon and Related Acts. WIS established
. .
? .
by agreellle"t of organi ad 1 abor and ma"agement and tllerefore
recog"ized by tile Departme"t a"d/or ~as recog"i:ed by the
Department under Executive Order 11246. as amended. A copy of
the program and evidence of its prior approval. if applicable
shall be submitted to tile Employme~: and Training
Administration. which shall certify such prior approval or
recognition of the progr~m. In every otller respec~. the
provisions of 5.5l.a)(4)(") . .",cludln.g tllose relatlng to
registration of tralnees. perllllss1ble ratlcs. and wage rates to
be paid - shall apply tc these programs.
lbl Every trai"ee employed on a contract executed on
and after August ZOo 1975. in one of the above training
programs must be individually registere~ .in the .pr.ogrlll ;n
accordance with Employment and iralnlng Adlllln1Strltion
procedures. and Illll'5t be paid at the rate specified. in tile
progrlm for the level of progress. Any such employee l1 sted on
the payroll at a trainee rate who is not registered and
participating in a program certified by ETA pursulnt to tIIis
section. or approved and certified by ETA pursu'ant to
5.5(a)(4)(ii). Illust be paid the wage rate lleterlllined by tile
Secretary of l.abor for the classification of work actually
performed. ihe ratio of trainees to journeylllen sha" not be
greater than permitted by the terms of the program.
(c) In the event a program which was 'recognized or
approved pr,ior to August 20. 1975. is 1I0dified. revised.
extended. or renewed. the changes in the progralll or its ~enewIl
must be approved by the Elllployment and Training Adllinistra~ion
before they may be placed into effect.
-
5.17 Withdrawal of ' Approval of a Training Program
.If at any time the Employment and Training
Administration determines, after opportunity for a helring.
that the standardS of any prograll. whether it is one recognized
or approved prior to August 20. 1975. or a program subseQuently
approved, have not been cOllplied with. or that such a prograa
hils to provide adeQuate training for participants. ·
contractor wil 1 no longer be perlli Ued to utili u trainees a't
less than the predetermined rite for the classification of work
actually performed until an acceptable prograll is approved.
,
.
SUBPARl B - INTERPRETA1ION OF lHE FRINGE
BENEFI1S PROVISIONS OF THE DAVIS-BACON ACl
5.20 Scope and Signlficance of Tnis Su~pa~t.
The 1964 amenelments (Pu~. 1... B8-349) to tne Davi s-Bacon
Act reQui~e. among otne~ tn1n;s, that tne prevailing wlge
deterlllined for Feeleral ano fede~ally-assisted construction
include: lal the ~asic hourly ~ate of pay; and (tl tne IllIount
contributed by the contractor o~ subcontractor for certlin
fri nge benefi ts (or tne ~ost to thu of sucn ~e~efl ts). The
purpose of this suopa~t 1S to expl~1n th~ p~ov1s,ons of ~h~se
amendments. This SU~PI~t males ava,lable 1n one place off1c1al
inte~p~etltions of tne f~inge benefi~s prov~sions of the
Davis-Bacon Act. These 1nterpretat10ns w,ll guide tile
Deplrtment of I..a~or in CI~~ying out its responsibilities under
these provisions. lhese interpretations Ire intended Ilso for
the guidlnce of contrlctors. their associations. llborers Ind
llIechlnics Ind their organizations. and local State and Federal
agencies. who lIay ~e conce~ned with these provisions of tile
llw. The inte~pretltions contained in this subpart are luthor-
itltive Ind llIay ~e relied upon as provided for in section 10 of
the Portll-to-Portll Act of 1947 (29 U.S.C. 359). The omission
to discuss I particular problell in this subplrt or in inter-
pretations supplellenting it should not be taken to indiclte tile
Idoption of Iny position by the Secretlry of Llbor with respect
to such pro~lem or to constitute In adlllinistrative
interpretation, prlctice, or enforcellent policy. Questions on
lIatters not fully covered by this subplrt Ilay be referred to
the Se<retlry for interpretltion as p~vided in 5.12.
5.21 (Reserved)
5.22 Effect of the Divis-Bacon Fringe Benefits Provisions.
The Divis-Bacon Act and tile preva 11i ng wa ge provis ions
of the rellted statutes listed in 1.1 of this subtitle confer
upon. tile Secretary of Labor the autllori ty to predeterlline. as
llIinillUII wlges. tllose wage rates found to be prevailing for
corresponding cluses of laborers and lIechanics ellployed on
projects of a character silli lar to tile contract work in tile
area in which the work is to be perforlled. See paragraph's ta)
and (b) of 1.2 of this subtitle. lhe fringe benefits
allendments enlarge the scope of this authority by including
certain bonl fide fringe benefits within the lIuning of the
terlls .wages., .sclle of wlges.. .wage rites.. "lIinimulI wages.
and "prevliling wlges.. as used in the Davis-Bacon ~ct.
5.23 The Statutory Provisions.
The fringe benefits provisions of the 1964 allenOllents
to the Davis-Bacon Act are. in part. as follows:
(b)
wages.. .wage
5nal1 in~luoe
As useO in this A~t the te~m "wages", "s~ale of
rates", "minimum wages., ano "prevailing wages'
(1) The basi~ nou~ly ~~te of pay; and
(2) ihe amount of -
(Al Tne rate of ~ontr;bution
irrevocably llIade by a ~ontractor or subcontra~tor to a trustee
or to a tnird person pursuant to a fund, plan, or program; and
[B) ihe rate of costs to tile
contractor or subcontractor which may be rusona.bly antici-
pated in providing benefits to laborers and mechanlCS pursuant
~o an enforceable commitment to carry out a financially
responSible plan or program which was communicated in writing
to the laborers and mechanics affected. for medical or hospital
care. pensions on retirement or death. compensation for
injuries or illness resulting from occupational activity, or
insurance to provide any of the foregoing, for unemployment
benefits, life insurance. disability and sickness insurance, or
accident insurance. for vacation and holiday pay, for defraying
costs of apprenticesnip or other similar programs. or for other
bona fide fringe benefits, but only where the contractor or
subcontractor is not required by other Federal, State. or local
law to provide any of sucll benefits.
5.24 The Basic Hourly Rate of Pay.
"The bui c hourly rate of pay" is that part of a
1 aborer' s or lIechani c' swages whi ell tile Secretary of L.abor
would have found and included in wage deterllinations prior 'to
the 1964 allendments. The Secretary of L.abor is required 'to
continue to lIake a separate finding of tllis portion of ttle
wage. In general, this portion of the wage is the cash payment
made directly to the laborer or mechanic. It does not include
fringe benefits.
5.25 Rate of Contribution or Cost for Fringe Benefits.
(a) Under the amendments, the Secretary is
obligated to lIake a separate finding of the rate of -
contribution or cost of fringe benefits. Only the &Ilount of
contributions or costs for fringe benefits which meet the
reuirements of the act will be considered by the Secretary.
These requirements Ire discussed 1n this subpart.
(b) The rate of contribution or cost is ordinarily
In hourly rate, and will be reflected in the wlge determination
as such. In some cases, however, the contribution or cost for
certain fringe benefits mlY be expressed in a formull or method
of plYllIent etller tllln an Ileur 1)' rate. '.; n sucll clses, the
Secretary ilia)' in II i s c: i Hret.i en . express in tile. ~age
deterlllination the rate of contrlCutlen er cest used ln tile
formu1a or llIethod er may ::on~ert ; t to an Ilour 1 y .ra.te of pay
whenever he findS tllat such actlen wo~lc fa::l11tate tile
. administration of the Act. See 5.5(a)(1)(;) anc (i;;),
5.26 "... Cor: tr i but; 0 n I r rev o:a b 1 y Mad e . , . to air u s tee 0 r 'to a
Third Person".
Under the fringe Cenefits provisions section 1(b)(2)
of the act) the 4IlIount of contributions for fringe benefits
must be made to a trustee or to a. third per~o~ i rrev~cably.
The "third person" must ce one ~ho 15 not aff, luted with tile
contractor or subcontractor. Tile trustee must assume tile usual
fiduciary responsibilities imposed upon trustees by applicable
law. Tile trust or fund must be set up in such I way tllat in no
event will tile contractor or subcontractor be Ible to recapture
any of tile contributions paid in or any way dh:ert the funds to
his own use or benefit. Although contributions made to a
trustee or tllird person pursuant to I benefit plan must be
i rrevocabl y made. thi s does not prevent return to the
contractor or subcontractor of sums whicll he Ilad paid ~n excess
of the contributions actually called for by the plan, as where
such excess payments result frolll error or from the necessity of
lIIating payments to cover the estimated cost of contributions at
a tille when tile u:act allount of the necessary contributions
under the plan is not yet ~~certained, For example, a benefit
plan may provide for definite insurance benefits for employees
in the event of the happening of a specified contingency such
as duth, sickness, accident, etc., and may provide thlt tile
cost of such definite benefits, either in fu11 or any balance
in excess of specified employee contributions,-willbe borne by
tile contractor or subcontractor, In such a case the return by
the insurance cOllpany to the contractor or subcontractor of
sums paid by him in excess of the amount requiring to provide
the benefits whiCh, under the plan, are to be provided through
contri buti ons by the contractor or subcontractor, will not be
deemed a reclpture or diversion by tile employer of contribu-
tions made pursuant to the plan.
5.27 .~..Fund, Plan, or Program",
The contributions for fringe .benefits must be lIade
pursuant to a funCl, plan or progrlll (sec. l(b}(Z}(A) of the
act). The phlse .fund, plan, or prograll" is merely intended to
reco~nize ~he Vlriou~ types of arrlngelllents commonly used to
prov,de frage beneflts through employer contributions, The
phrase is identical ~ith iansuage contained in section 3(1) of
the welfare and Pension Plans Disclosure Act. In interpreting
thiS phrase, the Secretary ~ill be guided by the e~~erience of
the Department in ad~inistering the latter statute.
5.%8 Unfunded Plans.
(a) The costs to a contractor or subcontractor
which may be reasonably anticipated in providing benefits of
the types described in the act pursuant to an enforceable
commitment to carry out a financially responsible plan or
program, are considered fringe benefits within ~he '~cann~ng of
the act (see 1(a)(%)(B) of the act). The leg1Sht1Ve h1Story
suggesu that these, provi si o~s were, intended to permit the
consideration of frlnge beneflts meet,ng, among others, these
requirements and which are provided from the general assets. of
a contractor or subcontractor. (Report of the House Committee
on Education ano Labor, H. Rep. No. 30B, 88th Cong., 1st Sen.
p. 4).
(b) No type of fringe benefit is eligible for
consideration as a so-called unfunded plan unless:
(1) It could be reasonably anticipated to'
o provide benefits described in the act;
(2 )
'egally enforced;
(3) It is carrhcS- out under a f i nanc ia" y
responsible plan or program; and . -
It represents a commitment that can be
.~
(4) The phn or progru providing the
benefi ts has been cOlllluni cUed in writi ng to the laborers and
meChanics affected. (See S. Rep. No. 963, p. 6.)
(c) It is in this lIanner that the act provides for
the eons;deration of unfunded plans or progralls in finding pre-
vailing wages and in ascertaining compliance with the act. At
the same time, however, there is protection against the use of
this provision as a lIeans of avoiding the act's requirements.
The words -reasonably anticipated- are intended to reQuire.that
any unfunded plan or prograll be able to withstand a test which
can perhaps be best described IS one of actuarial soundnen.
Moreover, as in the case of other fringe benefits payable under
the act, an unfunded plan or prograll must be -bona fide- and not
a lIere sillulation or shall for avoiding'collpliance with the act.
(See S Rep. No. 963, p. 6.) The legislative history suggests
that in order to insure against the possibility that these
provisions lIight be used to avoid cOllpliance with the act, the
~ommittee contemplttes tnat tne Se~reta~y of Labor in ~arrying
out his responsibilIties uncer Reorganiation PlAn No. .14 ~f
1950. may direct a Contractor or subContractor to set.aS!de 1n
a n a c ~ 0 u n t asS e t S '" n i c n . un c e r sou n d t c t ~ a r , a.l p to, 1 n c 1 p 1 e s .
will be suffi~ient to mut tne .future ob'ligatlo.n under the
plan The preser~ation of tnls a~count for the purpose
inte~ded would. of ~ourse. also be essential. (5. Rep. No.
963. p. 6.) This is ~mplemented by the contractual pro~isions
required by 5.5(a)(ll(1~l.
5.29 Spe~ific Fringe Benefits.
(al The a~t lists all types of fringe benefits whiCh
the Congress considered to. be ~ommon in t~e const~uction
industry as a whole~ These ln~lude the followlng: medlcal or
hospital care. pensions on retirement or dut~. compensation
for. injuries or illne~s resulting frolll oetup.ltlonal activity,
or insurance to pro~lde any of tile foregolng. unemployment
benefits life insurance. disability and sickness insurance, or
accident' insurance. vacation and holiday pay. defrayment of
costs of apprenticeship or other silli1ar programs. or other
bona fide fringe benefits. but only where the contractor or
subcontractor is not required by other Federal, State. or 10ca'
law to provide any of suCh benefits.
(b) ihe Legislltive history indicates that it was
not the int~nt of tile Congress to impose specific standards
relat;~g to administration of fringe benefits. It was a~su.ed
tllat e Ilajori ty of fringe benefi ts arrangements of tl'li s nature
will be those which are administered in accordance wlth
requirements of section 30Z(c)(5) of the National Labor
Relations Act. IS amended (S. Rep. No. 963, p. 5.l.
.(c) ihe terll "other bona fide fringe benefits" is
the so.called "open end" provision. This was inclUded so that
new fringe benefits lIay be recognized by the Secretary as they
become prevailing. It was pointed out that a particular frinl'
benefi t need not be recogni zed beyond a parti cular ar.. 1 n
order for the Secretary to find that it is prevailing in that
area (S. Rep. No. 963, p. 6).
(d) The legislative reports indicate that, to
insure against considering and givinv credit to any and a"
fringe benefits, sOlie of whiCh might be illusory or not'
genuine. the Qualification was included that such fringe
benefits must be "bona fide" (H. Rep. No. 308, p. 4: S. Rep.
No. 963, p. 6). No difficulty is anticipated in de'terlli'n1nl
whether a particular fringe benefit is 'bona fide" in the
ordinary case where the benefits are 'those COlllllon in th.
construction industry and which are established under a usual
fund. plan. or prograll. This would be typica"y the cue of
those fringe benef1ts listed in paragraph (a) of tnis section
which are funCed under a trust or insurance program. Contract-
ors lIlay take cred, t for contr1butions made unCer SUCh
conventional plans .,tnout reQuest1n; tne approval of the
Secretary of Labor unCer S.S(a)(l)(iv).
(e) Where tne phn is not of tne conventional type
oescribed in the preced1ng paragraph, it will be necessary for
the Secretary to examine the facts ano circulllstances to
deterllline whether they are "bona fice" in accorCance with
reQuirements of the act. This is particularly true with
respect to unfunced plans. Contractors or subcontractors
seeking creoit under tne act for costs ,ncurred for SUCh phns
must reQuest specific perlllission from the Secretary undtr
5.5(a) (1) (iv).
(f) The act excludes fringe benefits whiCh I
contractor or subcontractor is obligateo to provide under othtr
Federal, State. or local law. No credit lIlay be taten under the
Ict for the pay.enu lIlace for such benefits. For eumplt.
paYllent for workllen' S cOllpensati on insurance unoer eitller I
compulsory or elective State statute are not considered
payments for fringe benefits under the Act. IIIh1Je elch
situation must be separately cons1derea on its, own lIerits.
paYllents .ade for travel, subsistence or to industry promotion
funas are ,not norlllally pay.ents for fringe benefits under the
Act. The omission in the Act of Iny express reference to these
payments, wllicll are com.on in the construction industry.
suggests that tllese payments should not normally be reglrded IS
bona fide fringe benefits under tile Act.
5.30 Types of Wage Determination.
(. ' Wilen fr1 nge benefi ts are preu 111 ng for various
classes of laborers and mecllanics in tile area of proposed
construction, sucll benefits .are incluaabh in any DaYis-alCOII
wage determination. Illustrlt1ons, contained in pari graph (c)
of this section. demonstrlte some of tile different types of
wage'aeterminations whicll mlY be mlde in sucll clses.
(b) lIIage determinations of tile Secreury of Llllor
under tile let do not incluae fringe benefits for vlrious
cllsses of 'Iborers and lIecllln1cs wllenever sucll benefits do not
prevail in the area of proposed construction. When. this
occurs;, the wage determination wi" contain on'y the basic
hourly rates of pay, that 1 s only the cash wages which Ire
prevaiHng for the various classes of laborers Ind .echan;cs.
An illustration of tllis situation is contained in parlgrlph (c)
of tllis section.
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5.31 Heetlng wage Oeter~ination Obligations.
(a) A contractor or subcontractor perforali ng worlt
subject to a Davis-Bacon ..age determinat10n lIay ci sellarge lIis
minimum wage obligations for tile payment of cctn straigllt time
wages and fringe benefits by paying in casll, making pay~ents or
incurring costs for "bona fice" fringe benefits of tile types
listed in tile applicable ..age determination or etllerwise found
prevailing by tile Secreury of Labor, or by a combination
tllereof.
Ib) A contractor or subcontractor may diSCharge his
obligations for tile pay~ent of tile basic hourly rates and tile
fri nge benefi ts ,where Dotll.. are conta' ned 1 n. a, wage
. d~terl\ination appllcaD1e to hlS laDorers or ~ecllanlCS ,n tile
following ways:
(1) By paying not less than tile blsic
hourly rate to the laborers or mecllanics and by malting tile
contributions for the fringe benefits in tile wage determilil-
tions. as specified therein. For eUllple. in tile illustr~tiDn
contlined in plragraph (c) of 5.30. the obligations for
"painters" will be lIet by the payment of a straigllt tille 1I0urly
rate of not less tllan S3.90 and by contriDuting not less thin
at the rate of 15 cents an 1I0ur for healtll and welflre
Denefits. 10 cents In 1I0ur for pensions, and 20 cents an lIour
for vacations; or
(2) By Dlying not less tllan the basic
hourly rate to tile llborers or lIeclllnics Ind by lIaking contri-
butions for 'bonl fide' fringe benefits in I toUl IlIount not
less thin tile totll of the fringe benefits reQuired by the .Ige
deterllinltion. For eXlllple. the obligltions for 'plinters. in
tile illustration in plrlgraph Ic) of 5.30 will be lIet by tile
payllent of I strligllt tille hourly rite of not less than 13.10
Ind by contributions of not less thin a toUl of H cents an
1I0ur for "bonl fide' fringe benefits; or
(3) Iy plying in Clsll directly to ,lborers
or meclllnics for tile basic hourly rate Ind by lIaking an
additionll clslI plYllent in lieu of the reQuired benefits. For
elLlllple, wllere an employer does not lIake PIYllents or incur
costs for fringe benefits. lie would lleet his obligations for
"painters' in tile illustration in plragrlph (c) of 5.30. by
paying directly to tile plinters I strligllt tille hourly rite of
not less than 4.35 (S3.tO blsic hourly'rate plus 4S cents for
fringe benefits); or
~
(4) AS stated in paragr-apn (al of this
section. the contr-actor- or- subcontr-actor- may discnarge his
~ini~u~ wage obligations for the payment of str-~;ght t1me wages
and fringe benefits by I combinltion of the methodS illustrated
in subparagraphs (1) thru (3) of tnis paragraph. ihUS, for
e~ample. his obligations for .painters. mly be met by In ho~rly
rate. partly in cash and partly 1n payments or costs for fr1nge
benefits which total not less than $4.35 ($3.90 bas1C hourly
rate plus 45 cents for fringe benefits): ihe payments in SUCh
clse mlY be $4.10 in cash and 25 cents 1n payments or- costs in
fringe benfits. Or. they may be $3.75 in cash and 60 cents in
plyments or cests for- fringe beneflts. (30 F.R. 13136, Oct.15.
1965 )
5.32 Overtime Payments.
(a) ihe act ucludes alllounts paid by a .centractor
or subcontractor for fringe benefiu in the computation of
overtime under- the Fair Labor Standards Act, the Contr-act Work
Hours and Safety StandardS Act, and the Walsh-Huhy Public
Contracts Act whenever the overtime provisions of Iny of these
statutes apply concurrently with the Davis-IIcon Act or its
related prevailing wlge statutes. It is clear from the
legislative history that in no event can the regular or basic
rate upen which pre~imum pay fer overtillle is calculated under
the aforellentioned Federal statutes be less than the aaouu.
deterllined by the Secretary of Labor as the basic hourly rate
(i.e. cash rate under section llbll1) of tile Davis-Bacon Act.
(Su S. Rep. No. 963, p. 7.) Contri buti o;,s by ellp 1 oyees are
not eluded from tile regular or basic rate upon wllich overtiae
is computed under these statutes; that is. an employee's
regular or basic straight-tiae rate is computed on his earnings
before any deductions are lIIade for the eaployee's contributions
to fringe benefiu. ille contractor's contributions or costs
for fringe benefits lIIay be e~cluded in computing sucll rate so
long as the elI.C 1 us ions do not reduce the regu lar . or basi crate
below tile basic hourly rate contained in tile wage
deterllination.
(b) ille legislative report notes that tile pllasing
'contributions irrevocably lIIade by a contractor or
subcontractor to a trustee or to a tllird person pursllant to a
fund., plan, or progralll' was added to tile bill in Comlllittee.
illis language in essence conforms to tile overtime provisions of
section 7(d)(4) of tile rair Labor Sundards Act, IS nend~d.
ille intent of the committee WIS to prevent any avoidance of
overtille reQuirements under elisting law. (See H. Rep. Mo. 301.
p. 5.)
(c)(l) The act permits a contractor or suDcontractor to
p.y. C'Sh eQui~alent of any fringe bu,.ef,ts found pre~.iling
by the secreury of labor, SUCh a casll eQui ~a 1 ent woul d a 1 so
be excludable ln Computlng tile regular or basic rate under the
Federal o~ertime laws mentioned in paragraph (a). For example.
the II construction contractor pays his 1&DorHS or mechanics
S3.50 in cash under a wage deterlllination of the Secretary of
Labor which reQuires a basic hourly rate of S3 and a fringe
benefit contributlon of 50 cents. The contrar:tor pays the 50
cents in cash because lie made no payments and incurred no costs
for fringe benefits. Overtime cOlllpensation in this case WOUld
be cOllllluted on a regular or basic rate of S3.00 an hour.
1I0wever. in some cases a Question of far:t may be presented in
ascertaining whether or no~ a cash pa~ment made,to la~ore~s or
mechanics is actually ln ',eu of a frlnge beneflt or 1S s1mply
part of their straight ,time cash wage. .In tile l~tter SitUI-
tion. the cuh payment 15 not excludible ,n co~put'ng overti.e
COlDpensation. Consider the examples set forth ,n subparlgrlphS
(21 Ind (3) of this paragrlPh.
1.-.
(2) The X constructi on contractor has for sOlDe
time been paying S3.25 In hour to I lDechanic as his basi~ clsh
w.ge plus 50 cents .n hour .5 a contribution to a walflre Ind
pension plan. ihe Secretary of Labo~ determines that I basic:
hourly rate of 53 .n hour .nd I fringe benefit contribution of
SO cents .re prevailing. lhe b.sic hourly rate or regullr rate
for overtime purposes would be 53.25. the rite Ictullly plid IS.
I basic cas II w.ge for tile ellployee of X. rlther, thin the S3
rite determined IS prevliling by the Secretary of Llbor.
(31 Under the ulle preva i 1 1 ng ..ge
determination, discussed in subparlgrlph Z of this parlgrlph,
the y construction contractor who hiS been plying S3 an hour IS
his basic ClSh wlge on which he has been cOllputing overti.e
compenution reducU the cash wlge to-52.75 an hcnlr 'but
computes his cosu of benefiU unUP" section l(b)(Z)(BI IS S1
In hOUr.. In this el.lmple the regul.r or blSic hourly rite
would continue to be 53 I" hour. (See S. Rep. No. 963. p. 7.1
APPENDIX A
SiAiUiES RE~AiED iC iHE DAYiS-BACON ,.:i
REQUIRING PAYMENi Or WAGES Ai RAiES PREDE-
TERMINED BY iHE SECREiARY OF LABOR
1. ille Dav' s-Bacon Act (sees. 1-7. 46 Stat. 1494. as
amended: Pub. L. 74-403. 40 U.S.C. 276a-276a-7).
2. Nationa' Hous,n; Act (5ec'72122aoosedcto17c15' S".
48 Stat. 1246. by sec. 14. 53 Stat. 80 ; 1 U. ., c and
repeatedly amended).
3. Housing Act of 1950 lcol'e~e housing) (amended by
HOu$i ng Act of 1959 to adO labor prov, 5' ons. 73 Stat. 681; 12
U.S.C. 1749alf)).
4. Housing Act of 1959 (sec 401(f) of the Housing
Act of 1950 as&lllenoed by Pub. L. 86-372. 73 Stat. 681.; 12
U.S.C. l701Q(c)(3)).
5. commercial FiSheries Research and Development Act
of 1964 (sec. 7. 78 Stat. 199; 16 U.S.C. 779clb)}.
6. Library Services and Construction Act (sec. 7(1).
78 Stat. 13; 20 U.S.C. 35Scla)141. as amendedl. .
7. National.lechnical Institute for the Oelf Act
(sec. S(bl(SI. 79 Stat. 126; 20 U.S.C. 684Ibl(SII.
8. Nationll Foundation on the ArtS and HUlllnities
Act of 1965 (see. S(ld. 79 Stat. 846 as amended; 20 U.S.C.
954(j)).
9. Elellentary Ind Secondlry Education Act of 1965 IS
amended by Elementlry and Secondary Ind other Educltion Allend-
Clenu of 1969 (sec. 423 as added by Pub. L. 91-230. tith n.
sec. 40l(alll0). 84 Stat. 169. Ind renullbered sec. 433. by Pub.
Lo 92-318; title Ill, sec. 301(1)(11. 86 Stat. 326: 20 U.S.C.
12321bl}' Under the IlIendment coverlge is utendecl \0 I"
programs Idministered by the COllmissioner of Education.
10. lhe Federal-Aid High~IY Act of 1956 (sec.10B(D),
70 Stat. 378. recodified It 72 Stat. US; 23 U.S.C. 113(a), IS
IlIendedl. see plrticllhrly the IlIendllents in Ue Federal-Aid
High~ay Act of 1968 (Pub. L. 90-495. 62 Stlt. 8151.
. .
11. Indian Self-Oetermirraticn and Education
Assistance Act (sec. 7, 88 Stat. 2205; 25 U.S.C. 450e).
12. Indian health Care lmprovement Act (sec.
303(b). 90 Stat. 1407; 25 U.S.C. 1633(b)1.
13. RenabiliUtion Act of 1973 (sec. 306 (b) IS)
87 Stat. 384, 29 U.S.C. 776(b)(5)).
14. Comprenensive Employment and Training Act of
1973 Isec. 606. 87 Stat. 680. renumbered sec. 706 by 88 Stat.
1845; 29 U.S.C. 966; also sec. 604. 88 Stat. 1846; 29 U.S.C.
964(b)(3)).
15 State and Local Fisc:al Assistance Ac:t of 1972
Isec:. 123Ii)16). 86 Stat. 933; 31 U.S.C. 1246Ia)16)).
16. Federal Water Pollution c:ontrol Ac:t lsec. 513
of sec:. 2. 86 Stat. 694; 33 U.S.C. 1372).
17. Veterans NUr'si ng HOlle ClF'e Ac:t of 1964 171
Stat. 502. as allended; 38 U.S.C. 5035(a)(8)).
18. Postal Reorganization Act Isec:. 410Ib)14)IC)) ;
84 Stat. 726 as allended; 39 U.S.C. 410(b)14)IC)).
19. National Visitors Center Fac:ilities Ac:t of 1968
Isec:. 110. 32 Stat. 45; 40 U.S.C. 108).
20. AppllaC:hian Regional Developllent Ac:t of 1965
Isec:. 402. 79 Stlt. 21; 40 U.S.C. App. 402).
21. Health Servic:es Research. Health Stltistics.
and Medicll Libr'lries Ac:t of 1974 (sec:. 107. see sec:. 301Ih)lZ)
tllereof. 88 Stat. :170. IS IlIended by 90 Stat. 378; 4Z u.S.C.
24Z_(1) (2)).
Z2. Hospitll
IlIended by the Hospi ta 1
1964 lsec:. 605(1)(5). 7B
Survey and tonstruc:tion Act. as
and Medicll Flcilities Allendllentl of
Stlt 453; 42 U.S.t. 291ell)15)).
23. Hellth Professions Educltion Assistlnce Act
(sec. 303(b). 90 Stlt. 2254; 42 U.S.C. 29311;)(1)IC); I'SO sec.
30BI. 90 Stlt. 2256. 42 U.S.C. 29311c:)17)).
24. Nurse Trlining Act of 1964 Isec. 941(1)ll)(t).
89 Stat. 364; 42 U.S.C. 2961Ib)(S)).
25. Helrt Deselse. tlncer. Ind StrOke Allendllents of
1965 lsec:..904. IS Idded by seC. 2. 79 Stat. 928; 42 U.S.C.
299dlb)(4)).
26. Safe Drinking Water Ae.t (sec 2(al, see see.
145De t~ereof, SS Stat. 1691; 42 U.S.C. 300j-gle)).
27. National Mealtn Plannin; and Resourees Act
lsec. 4, see sec 1604(C){1)(H), SS Stat. 2261. 42 U.S.C.
3000-3Ib)ll)IH)).
2B. U. S. Housi ng Aet of 1537. as amended and reeolli-
fied 18S SUt. 667; 42 U.S.C. 1437J}.
29. OemonstrUlon Cities
Developlllent Act of 1966 (secs. 110, 311.
1259. 1270. 1277, 12S4; 42 U.S.C. 3310;
U.S.C. 1437j).
30. Slull Clurance Progru; Housing Act of lUI
Isec. 109. 63 Stat. 419. IS alllenlled; 42 U.S.C. 1459).
31. Frill Housing: Housing Act of 1964 ladds SIC.
51610 to Housing Aet of 1949 by sec. 503. 7S. Stat. 797; 42
U.S.C.1486(f)).
and Metropolitln
503, 1003, SO Stat.
12 U.S.C. 1715c; 42
32. Housi ng Aet of 1961 I sec. 707. adc!ell by SIC.
907. 79 Stat. 496. as IlIIended; 42 U.S.C. 1500c-3).
33. Defense Housing and COllllunity Flcilit1es Ind
Services Act of 1951 lsec. 310. 65 Stat. 307; 42 U.S.C. 15121).
34.. Specill Hellth Revenue Shlr1ng Act of 1175
lsec. 303. "see see 222(1)15) thereof. 89 Stat. 324; 42 U.S.C.
26S9jllllS)).
35. Econollic Opportunity Act of U64 (sec. 607.78
Stlt. 532; 42 U.S.C. 2947).
36.
?lrtner'sh1p
Stlt. 2327;
HullS tlrt. Econoll1 c Opportun1 ty. I nd tOllllun1 tJ
Act of U74 (sec. 11. see sec. B11 thereof. B8
42 U.S.C. 21921).
37. Housing InCl Urbln Developllent Act of 1"5 (sec.
707. 71 Stlt. 412 IS Illended; 42 U.S.C. 3107).
3B. Older her1clns Act of 1165 (SIC. 5D2. Pub. L.
89-73. as lIIended by sec. 501. Pub. L. 93-29; B7 Stat. 50; 42
U.S.C. 3D411111(4)1.
39. Pub 1i c Works InCl Econoll1 c oevelopllent ACt of
1'05 (sec. 712. 79 Stlt. 575 IS Illended; 42 U.S.C. 3222).
40. Juvenile DelinQueney Preventien Aet (see. 1. 86
Stat. 536; 42 U.S.C. 3884).
41. New Ce~munities Aet of 1968 (see. ~10. 82 Stat.
516; 42 U.S.C. 3909).
42. Urtlan Growtn and New Community Development Act
of 1970 lsec. 727(1). 84 Stat. 1803; 42 U.S.C. 4529'.
43. DOlllestie volunteer Servia An of 1973 (sec.
406. 87 Stat. 410; 42 U.S.C. 5046).
44.
lsecs. 110.
lUO(9)).
45. Developmentally Disabled Assistance and Bill of
Rights Act lsec. 126(4). 89 Stat. 488; 42 U.S.C. 6042(4); title
1. sec. 111.89 Stat. 491; 42 U.S.C. 60631b)119)).
Housing and COlllmunity Development Act of 1974
8021gl. 88 Stat. 649. 724; 42 U.S.C. 5310.
46.
90 Stat. 1001;
U.S.C. 67281.
47. Energy c.onserYl t i on and Production "ct I sec.
451lh). 90 Stat. 1168; 42 U.S.C. 68811h)l.
Public work.s Employlllent "ct of 1976 lsec. 109.
42 U.S.c.. 6708. also see. 208. 90 Stat. 100B; 42
u. Solid Waste Disposal Act lsec. 2. 90 Stat.
2828; 42 U.S.C. 6979).
49. hi l' Passenger Servi ee Act of 1970 lsec. 405d.
84 Stat. 1337; 45 U.S.C. 5651d)).
SO. Urban Mass Transportation Act of 1964 lsec. 10.
78 Stat. 307; renuaDerell sec. 13 by 8B Stat. 715; 49 U.S.t.
1609).
51. Highway speed ground transportation study (sec.
61bl. 79 Stat. 893; 49 U.S.c.. 1636(b)).
52. Airport and Airway Developlllent Act of 1.70
lsec. 22(bl. 84 Stat. 231; 41 U.S.C. 17ZZ(b)).
53.
App.2281i).
54. National Capital Transportation Act of It65
lsec. 31b)141. 79 Stat. 644; 40 U.S.c.. 682(b)14).
Federal Civil Defense Act of 1950 ISO U.S.t.
NOTE - Repealed Dee. 9. 1969 and labor standards
incorporated in sec. 1-1431 of the District of toluabia
Colle I.
55. HoOel SeconOary School for ~he Deaf Ac~ (sec.
4, 80 StI~. 1027. Pub. L. 89 694, but not in ~ne uniUO Stites
CoOe).
56. Delaware River hsin COlllpact (sec.
Stat. 714. Pub. L. 87-3281 (considered a statute .for
of the plan but not in the United States Code).
(rR Doe. 86-7726 Filed 4-8-86; 8:45 am)
15.1, 75
purposes
L~
il1LE .0 USC
SEC1IOWS JZ7 - 330
PUBLIC LAW 87-S61
AN ACi
10 estaDl i sl'i stanCHes for l'iours of work and overtime
pay of hbOrerS and mecnanHS ,emplo,red on work, done under
contract for. or ..,tn tne f,nanc1Il a"d of. tl'ie UnHed Stites.
for any terr' tory. or for tne 0' stn ct of Col umDH. and for
otller purposes.
Be it enactec by tl'ie Senate and House of
Representatives of tne United Statu of America in Congress
assellDled. tnat tnis Act may be cited IS. tl'ie .Work Hours anCl
Safety Act of 1962. anc title I may be c,ted IS tl'ie .Contract
work Hours and Safety Standards Act."
1IiLE I - CDKiRAtl VORl HOURS AKD
SAFElY SlAKDARDS ACT
SEe, 101-
lIeans tile. Secretary
L.aDor.
As used
of L.aDor.
herein. the term .Secre~ary.
United Stites Depar~llent of
SEC.l02.la) Notwithstanding any other provision of
11'11. the wages of every 1 aDorer and Ilechlni c ellployed by any
contractor or subcontrlctor in hi s perforlllnee of work on' any
contract of tile ,nvlcter sptt;ified in section 103 shill bl
cOllputed on the Dasis of a standlrd workdlY of eight hours Ind
I standard wortweet of forty hours. Ind wort in eaceSS of suCh
standarCl wortdlY or workweet shall be perllitted subject ~o the
prov is ions of th is secti on. For each wortsheet in whi ell an)'
such laborer or Ilechanic is so ellployed. such wlges shall
include cOllpensltion. at a rate not less than one and one-half
tilles the blsic rite of PlY. for all hours worted in lacess of
eight hours in any calendar day or in eacess of forty hours in
the workweek. as the clse Ilay be.
Ib) ille following provisions shal: be a conditioll
of every contract of tile charlcter specifieG in section 103 and
of Ii'll' obligation of the Unitel1 Stl~es. Illy territory. or 'ttll
District of Columbia in connection therewith:
(1) No con~ractor or subcontractor con-
tracting for any part of the contract wort whiCh Ilay require
-
or involve tne emplcyment of laDorers or me:nani:s shall
reQuire or perlllit any laDorer cr mecnan1C. In any workweek in
which he is employed on suen work, to wort In excesS of eight
hours in any sucn ca 1 endar day or 1 n excess cf forty hours in
SUCh workweek except 1n accordance witn tne ~rCV1s10ns of tn{s
Act; and
(2) in the event of v1clation of the
provisions of para;raph (1), the contractor and any
subcontractor responsale therefor shall be l1iloie to such
affected employee for his unpaid wages and snal1. 1n addition.
be 1iab1e to the United States (or, in tne case of work aone
uncler contract for tne District of Columbia or a terr1tory, to
such Oistrict or to such terr1tory) for liQuicated damages IS
provided therein. SuCh liQuidated damages snall De computeCl.
wi.th respect to eAcn individua.l .employed.as a hborer or
mechanic in violation of any prov1S10ns of th1S Act. 1n the sua
of 510 for each calenClIr Clay on which such individual WIS
reQuired or perlli tttd to work in eltcess of eight hours or in
excess of standard worksheet of forty hours without payment of
the overtime wages reQuireCl by this Act. 'The. governmentll
agency for which the contract work is done or by which
financial assistance for tne work is provided may withhold. or
cause to be withheld. SubJect to the provisions of section 10_. .
frOIl any 1I0neys payable on account of work performed by a
contractor or subcontractor. such SUIIS as may adllinistratively
be deterllined to be liQuiaated damages as herein providecl.
SEC. 103.(a) The provisions of this Act shall IPpll.
except as othe~wise provided. to any contract which lIay reQuire
or involve the emploYllent of laborers or mechanics upon I
public work of the United States. of any territory. or of the
District of Colullbia. Ind to Iny other contrlct which lilY
reQuire or involve the employment of llborers or lIechlnics 'if
such contract is one (1) to which the Unitt"cl Statu or Iny
agency or instrumentality thereof. any territory, or the
District of Columbia is . plrty, or 1%) which is maae for or on
behalf of the Untied States, any agency or insturllentality
thereof. any territory, or the District of Columbia, or (3)
which is a contract for work finlnced in whole or in plrt 111
loans or grants froll, or loans insured or guarlnteecl Ill, tile
Unitea States or any Igency or instrullentality thereof under
any statute of the Unitea States proviaing wage stlnOlrds for
SUCh work: Provided. that the provisions of section 102, shall
not .apply to work where the assistance from the Unitea Stites
or any agency or instrumentality IS set forth Ibove is onll in
that nature of a loan guarantee, or insurance, E.xcept' IS
otherwise upressly proviaed, the provisions of the Act shall
apply to all laborers Ina meChanics, including .atchmen and
guards, employed by Iny contrlctor or subcontractor in the
perforlllance of any part of tne ..orK: cor,tell'.p16te~ by sucll
contract. and for purposes cf tnl S Act, laborers and mecnanics
stlall include worr.men perfor~ins servICes 1r ccnnectan wittl
crellgin9 or rocr. excavation In any r1>er or r,arbcr of tne
unitell states or cf any terrItory or c~ tne :,strict of
Colulltlia. but snall not include any employee et:lployed as I
seamall,
(b) inis Act snall IICt apply to contracts for
transportation by 1411d. an. or ..ater, or for tne transmission
of inul1igence. or for tne purcnase of suppl ies or lI\aurials
or articles ordillarily avai'licle in tne open marr.et, Tnis Act
shall not apply ..itn respect to any worr. reQuired to be done in
accordance ..ith tne provIsIons of the ~alsn-Healey Public
Contracts Act (4g Stat, 2036; 41 U.S,C, 35-45).
SEC.I04.(a) Any officer or person llesignlted IS
inspector of the work to be perforllell under any contract of the
cllaracter specified in section 103. or to aid in tile
enforcellent or fulfi llllent tllereof shall. upon Observation or
investigation. fortn..ith report to the proper officer of tile
united States. of any territory or possession. or of tile
District of Columcia. all violations of the provisions of this
Act occurring in the perforlllance of such work. togetller with
tile name of each laborer or mechanic who was required or
permitted to wort in violation of sucll provisions and tile day
or days of sucll violation. The amount of unpaid wages and
liquidated damages owing under the provisions of this Act sllall
be Idainis~ratiYely deterained and the off1cer or person whose
duty it is to approve tile payllent of Iloneys by the Un1ted
sUtes. the territory. or tile District of C.oluabia in
connect i on wi th the perforlla nce of the contrac t work slla 11
dirett tile Imount of such liquidated Clalges to be witlllleld fo~
tile use and benefit of the United Stites. Slid territor:y. or
Slid District. and sllall direct the allount of such unpaid wages
to tile wi thhel d for the use and llenefi t of tile hllorers and
mechanics who were not cOllpensated as required under t~e
provisions of tllis ACt. Tile COllptroller General of tile Uni%ed
SU tes is lIereby authorl zed and ell recteeltO pay direct'" to
such laborers and .eCllanics. froll tile SUIIS witlllleld on !~count
of underpayllents of wages. tile respective allounts ada'j ni stra-
tively deterllined to be due. if tile funds withheld are
adequate. and. if not. an equitable proportion of suth allounts.
>
(bl If the accrued paYllents withlleld under
lIIechanics witll respect to whOIl there has been a failure to pay
the wages required pursuant to tlli s ACt. such laborers and
lIechanicS Shill. in the cue of a departllent or agenc)' of the
Fe.Cleral Goyernment. hne the rights of action and lor of inter-
vention Igainst tile contractor and nis sureties conferred by
law upon persons furn1SnHS 1 aOor or matera 1 s.
procueings ; t sl'\a 11 De no defense tl'\at suen
mecl'\anies Hcepted or aSreeC ":0 acapt 1 ess ":han
rate of wages or voluntar1iy made refunds.
and in SUCI'\
laOorers and
tne rec;uired
(c) Any contractor cr suoeontractor
aggrieved by tne witl'\hoiC1ns of a sun: as 1 iOU1cateC camages as
provideCl in this Act sna1l nave tne rlgl'\t. W1tn1n SlXty days
tnereafter. to appeal to the head of tl'\e agency of the UniteCl
Statu or of tl'\e territory for wl'\icl'\ tl'\e contrHt won is Clone
or by which financial ass1stance, for tne work, is. provideCl. o~
to the Commissioners of tne C1str1ct of Colum01a 1n the case or
1 iQuidlted Clamagts w1tnnelCl for the, use ane oeneflt of said
District. Such agency nead or Comm1S~lOners. as tn,e ,case Ilay
be. Shall have author,ty to rev,ew tl'\e adlll'~1Strathe
determination of liQuidatea dalllages and to ,ssue a f1nll or~er
Iffirllling such Cleterm,nation; or. if it is found that Ue SUIl
deterllineCl is incorrect or tnat tne contrlctor or subcontrlctor
violated the provisions of tnis Act inaClverte.ntly
notwithstanding the exercise of due care on his, part InCl thlt
of ni s agents. recollllenclIti ons may be lIade to the Secretlry
thlt an Ippropriate aCljustlllent in liQuidated dllllages be Illde.
or that the contractor or subcontractor be rel ieved of
1 i abi 1 i ty for suCh 1 i Qui Clated Cllmages. The Secretlr'y slllll
review 111 pertinent hcts in the lIatter Ind illY conduct such
investigltions IS he deems necessary. so IS to affirll Dr reject
the recomllendation. ihe decision of tile Secretlry Shill be
final. In all such cases in whicn a contrlctor or
subcontrlctor IIIIY be Iggrieved by I final. order' for tile
withllolding of liQuidlted damages as lIereinbefore provided.
sucn contractor or subcontractor lIay. within sixty dlYS Ifter
such finll order. file I c1lill in the Court of Cllills:
Provided. however. inlt finll orders of tile Igency llead. ,tile
Commissioners of the District of C.olullbia or tne Secretary. as -
tne case illY be. shill be conclusive witll respect to findings of
flct if such findings Ire supported by substant111 evidence.
(d) Reorglnizltion "ln Numbered 14 of 1150
(IS F.R. 3175; 64 Stat. 1267) slllll be appliclble witll respect
to the provisions of tllis ACt. Ind section 2 of tile Act of June
13. 1934. as nended (48 Stat. 948. 54 Stat. 1236. 63 Stat.
10S; 40 U.S.C. 276c). Shill be Ippliclble witll respect to tllose.
contrlctors Ind subcontrlctors referred to therein who Ire
engaged in the performlnce of contrlcts SUbjeCt to the
provisions of this Act.
SEC. 105. ille Secretary Ill)' proyi de suclI
relsonable lillitltions Ind Illy mike SUCh rules Ind regulltions
Illowing relsonable vlriltions. tolerlnces. Ind exellPtions to
and froll any or all provisions of this Act IS he Illy find
necesslry Ind proper in the public interest to preyent
injustice Dr undue l'\arCsn1p or to av01d senous lmpalrment of
the conduct of Government cuslness.
S~C. 106. Any contractor or su:cor.tractor ..lIose
duty it shall be to employ. direct. Dr centro', any lacorer or
meenanic employed i r. tile performance of any ..ork contemplated
by any contract to ..nien tnis Aet appi,es. ..1'\0 snall
inuntionally v10late any provlSlons ef tTilS Act. sl'\all be
deelled guilty ef a Jl';1Saemeanor. and for eacn and every sucll
offense shall. upon CCTivlction. be punisned cy a f1ne.of not to
e~ceed Sl.OOO or cy imprisonment for not mere tnan S1~ months.
or by both such fine and imprisonment. in tl'\e elscretlon of the
court having juriSd1ct,on tnereof.
SEC.107.lal It sllall be a condition of eacll
contract wllich is entered into under legislation 1950 (U
Stat. 1267). and is for construction. alteration. and/or
replir. including palnting Ind decorating. that no contractor
or subcontractor contract,ng for any part of the contract worl
shall reQuire any laborer or mechanic employed in the
perforllanc;e of tile contrlct to work in surroundi ng or under
working c;onditions which are unsanitary. hlzardous. or
alngerous to his health or safety. as determined under
c;onstruction safety and health standards promulgated by the
Secretary by regulation based on proc;eedings pursuant to
section 553 of title S. United States Code. provided that SUCh
proceedings include I hearing of the nature authorized by said
section. In formulating SUCh standarclS. the Secretary Shall
c;onsult with the Advisory Committee c;relted by subsection. Ie).
Ibl ille Secretary is authorized to malte
such inspections, hold SUCh hearings. issue such orders. and
Ilale such decisions based on findings o~ fact.. as ar~ atem.d
necessary to gain cOllpHance with Uh section and any health
and safety standard promulgated by tile Secretar)' under
subsection la). Ind for such puposes the Secretary and the
united StaUS district courti slla11 have the authorit)' and
jurhdiction provided by sections , and 5 of the Act of Jun.
30. 1936.1'1 u.S.C. 38. 391. In tile event that the Secretary
of Labor deterllines noncompliance under the provisions of thiS
section Ifter In opportunity for In Idjudicatory hearing by the
Secretlry of Iny condition of a contract of I type described in
clluse II) Dr 121 of section 103(1) of this Act. the
governlllental Igency for whiCh the contrlct worlt is done Shall
have the right to cancel the contract. and to enter into oner
contracts for the completion of the contract work. charging any
Idditional cost to the original contrlctor. In the event of
noncompliance. as deterlllined by the Secretary after a"
opportunity for In Idjudictory hearing by the Secretlry. of allY
condition of I contract of I type described in clause 13) of
section 103(a), ,:ne ;o.ernmental agency by ...nicn financial
guarantee. assistance. or. Insurance for the contract ....orlt is
provided Shall have the rlgnt to 'nthnclc any suen assIstance
attributable to the performance cf ':ne contrac':. SectIon 104
of this Act shall no': apply to tne enforcement of tnis section.
(cl ihe United States cistrict courts Shall
have jurisdiction for cause snown. in any actions brought by
tne Secretary. to enforce compliance with the construction
safety and hultn sunaard promulSated by the Secretary under
subsection (a).
(dl (1) If tne Secretary determines on
t.he record after an opportunity ,for an,agency hearlng.tnat, by
repeated willful or grossly neglIgent VIolatIons of tnls Act, I
contractor or subcontractor has delllonstrated tn.at tne provi-
sions of subsectiOns(bl and Icl are not effectlVe to protect
tne safety and hea ah of hi s employees, the Secretary sllall
make a finOing to tnat effect and shall, not SOOner than thirty
clays after giving notice of the fincings to all interested
persons. transmit the nallle of suCh contractor or subcontrlctor
to tile Comptroller General.
12l ihe COlllptroller General sllall
Cistribute each nallle SO transmitteC to hill to a" agencies of
the Government. Unless tile Secretary otherwise recommends, no
contract sutlject to thi s secti on shall be aWlrCeC to sucll
contractor. or subcontractor or to any person in whi cll sucll
'contractor or subcontractor illS a substantial interest until
three years have elapseC frolll the Cate the nallle is transmitted
to tne Comptroller General. If. before the enC of sucll
tllrH-yur perioC. the Secretary. Ifter affording interested
persons due notice and opportunity for -Ilearing. is -SltisHed
tna t a contractor or sutlcontra.ctor whose nllle hOe. has
trlnsmitted to tne responsibility witll the reQuirellents of tllis
section. lie sha" terllinate the Ipplicltion of tile preceeding
sentence to sucll contractor or subcontractor land to any person
in wlli cn the contractor or subcontractor has a substantill
interest); anC when tile COllptrol1er General is inforlled of 'tile
Secretary's action Ile slllll inforll III Igencies of tile
Government thereof.
Secretary's
sixty Cays
a ppropr i ate
review of
forthwith
Secreury, .
upon wnicn
IJl Any person Iggriev~d by tile
Iction unCer subsections lbl or Icl may. witllin
after receiving notice tllereof, file witll tile
UniteC SUtes court of appeals I petition for
sucn Iction. A cop)' of tile petition sllll1 be
trlnSlllitted b)' tile clerk of tile court to tile
wllo sllll1 thereupon file in tile court the record
he based his action, IS provided in section 2112 of
,
.;:.
title ZB. unned States COde. ine f1nc1n;s of fact Dy tile
Secretary. if supported Dy suDstant1al eviaence. snal1 De
fi nal. ine Court sna 11 nave power to make an~ enter a decree
enforcing. modifyin;. ana enforc,ng as so mOddled. or setting
aside in wnole or , n part, tne order of tne Secretary or tne
appropriate Government a;ency. lne JU~gement of tne court
sllin be subJect to renew by tne Supreme Coun of tile United
States upon certiorarl or :ertificatlon as pronded ln section
1254 of title 2B. United States Code.
le) (1) ine Secreury snall establiSh
in the Department of :"aDor an Advisory Committee on
Construction Safety and healtn (hereinafter referred to as the
"Advisory committee") conslstlng of nine memDers appointed.
witllout regard to tne CH11 service laws. by th,e Secretary.
The Secretary shall IPpoint one such member as Chalrman. ihree
members of the Advisory Committee Shill be persons
representati.ve of contractors to whom this section IppHes.
tllree memDers shall be persons representative of employees
prilllrily in the building trldes and construc'tio~ industry
englged in carrying out contrlctsto which thlS section
IPplies. Ind tnree puDlic representatives who snlll be selected
on the basis of tneir professionll Ind technical competence Ind
experience in the construction health Ind slfety field. .
(2) lhe Advisory Committee SIll 1 1
Idvise the Secretlry in the forllulltion of construction slfety
Ind hellth stlndlrds Ind other regulations. Ind with respect to
policy,lIatters arising in the adlDinistration of 'this nction.
lhe Secretary lilY IPpoint such special advhory Ind techn;cIl
experts or consultants as Illy be necesury to carry out tile
functions of the Advisory COllmittee.
(3) MelDbers of the Advisory
Committee sn.ll. wnile serving on the business of tile Advisory
Committee. be entitled to receive cOllpensation at rites fiaed
tly the Secretary. but not eaceeding Sloo per dlY. including
trayeltime; and wh11e so serving a.ay frolD the;r hOlies or
regular pllces of business. tlley .Iy be allowed trl"el
eapenses. inclUding per diell in lieu of subsistence. al
authorized by section 5703 of title 5 of the United States tooe
for persons in the Governllent service employedinterllittently.
(f) lhe Secretary shill provide for tile
establishment Ind supervision of programs for the education anO
training of elDployers Ind employees in the recognition.
Iyoidlnce. Ind prevention of unslfe working conditions in
elDployments coyered by the Act. Ind to collect such reports and
dltl Ind to consult with Ind Idvise employers IS to the best
lIeans of preventing injuries.
Approyed August 13. 1962
Amended Augllst 9. 1969
State of Cal,for~la
Oepartmert of l~ustrial Relations
01.,s;on of Apprent1cesnip Stanoares
EXCERPiS :ROM iH~ CAlIrOR~IA lABOR COD~
R~lAT1~u iO APPR~~TICES D~ PUBlIC .ORKS
Chapter 1 of DivisIon 2
APPRE~TIC~S O~ PUBlIC .ORKS
1773.3 An awardi ng agency ""hose publ i c ""orlr.s contract
falls witnin the Juriseiction of Section 1777.5 shall, within 5
days of the awaro. send a coP)' of the .a"".rd to the Division of
Apprenticeship Sunoards. When sPtClflCI.ll,y .reQuested by a
local joint apprenticesh,p comm,ttee, the dlYlSlon Shill notify
the 10cIl joint apprenticeShip cOlllllittee .regarding III such
a""lrds Ipplicable to the joint IPprenticeship cOlllmittee IIIlking
the reauest. Within five days of a finding of any discrepancy
regarding the ratio of apprentices to journeyllen. pursulnt to
the certified fhed nUlllber of IPprentices to journeymen, the
l""lrding Igency Shall notify the Division of ApprenticeShip
Standards.
IAdded by Stlts. 1978. Ch. 1249.)
1776. la) Each contnctor Ind subcontrlctor slll11 tee~
an accurlte a roll recorll, sho"",n tile nlllle. address. SOtll
securlt nurn!)er. wort C aSSl lCltlon. stral nt t'lIe and
overtlllle ours workell eac dlY In ""ee, Inll t e ICtul IIii='
lllell wi es aliI to each ourne lIan. I rent,ce. wo,.lte,. 0"
other emp oyee emp oye by hlll or her ln connect' on wltll tile
PUOllC work.
Ib) The plyrol1 ,."o,.ds enullented under
subdivision la) slllll be cert1hed and Slll11 be luillble for
inspection at 111 rusonlble hours It tile principll office of
the contrlctor on the following blSis:
(1)
plyroll record shill be
furnished to such elllployee
Itive on reQuest.
A certified copy of In ellployee's
Illde IYlilable for inspection or
or his or her luthorized represent-
12l A certified tOPY of III plyrol1
recordS enullerlted ;n SUbdivision III slIall be lIal1e available
for inspection or furniShed UpOn reQuest to I representltive of
the body IWlrding the contract, The Division of Labor Stlndards
Enforcement and the Di~;sion of Apprent1:esnip Stancards of ~he
Oepar~ment of Industrial Relations.
(~) A certified copy of ~ll payroll
records enumerated 1n sutldH1Sl0n (a) shall be made available
upon request to tne puD1H for inspection or copies tnereof
maele. pro~ided. hOllle~er. that a request. by the puolic Shall oe
IlIille tllrough e' ther tile Dody award' ng the contract. ~he
~iviSioh of APprentiCeShip StandardS. or the Division of LaDor
Standares tnforcement. The puolic shall not be given access to
sucn recordS at the princ,pal office of tile contractor.
tcl ~acn contractor snall file a certifiecl
co~y of t:le re:orc:s enumerited in suDdivision (Il "itll the
entity tllat reo~ested swcn records within 10 days Ifter receipt
of I writttn recuest.
i.:l :'ny CO;)y of records mlde available for
':~.s~t:~~.::"1 ~s ceti~lS anc fwrnisneC upon reC(uest t.o tfte public
:r c.~.'I ;:..0',',: agen:~ ;JY tr,e iWlrding body. the ~ivision c1
~:l,r~r.':~ ce~:: i ~ Sur...a:ocs or tne Oi vi s i or, of .abor Stlr.lllres
~ni~rce::le:l': sn..;; ce ..irlea or o::literated in sucll I IlII!)ner IS
to ;:.rever.': c~sclcSl,;re of an individull's naCle. Icdren Incl
S~:~i: se:l,;r:ty ~I,;=:ler. :~e nt~e Inc acldresS of the contrlc~~r
awar:;e: ,,:r.e cor.,,:rl.ct or ;.arforllii ng tne contract shill not :le
:ir~ao or o~litaratec,
,t: ille contrlctor sr:al1 inforll the ::.OC)'
IWlrci::g tne contract of ":he 10cltion of tne records enu~erl~ec
..nc.."r suocivision (ai. inciuQ~ng t.l'le street address. ci":y In:.
cour,ty. Ina shlii. "itl'lin five working ClaYs. proville 1 r.otiee
of I cnlnge of ioclt~on anll alldresS.
(f) In tile tvent of ncncoJl;p;unce with tlH:
r~Qui~~ents of ":lIis section. ~I'le contractor stolll I'llve lC Gay~
ln ~nlch to c:::Iply suDUQuent ~o receijl't.cf written noti'.
S;leciiying ir. wnat respect.s sucll contract.or lIIust cOllpiy wit~
this section. Snouicl noncollpliance stili be evicent. after S~;n
10-cl)' per~cll. tile cont.ract.or Shall. IS a penaity t.o t.l'le s~a~e
or political subdivision on whose behalf t.l'le contract. is maGe
or ,wlrded, forfeit t.wenty-five dollars (SZ5l for each calenear
dlY. or por~io~ tllereof. for each worler, until s~r;c~
complilnce is effectuat.ed. Upon the reQuest of the Div;sion ;T
Appren~icesll;P StanllarcU or tile Division of Llbor Stanl1&rC~
~nforc.lIIent. sucll penalties shall be wit.hllelCl froll progress
payments tnen due.
(g) llle body Iwarding the contrlct. sha'l CIUse
to be in serted in the contract stipulltions to efteet.uat~ tl'l'S
uction. Such stipulations sllall fh t.l'le responsibility tor
cOllpliance with tnis section on the prillle contractor.
(r) ihe cirecter sna~, acopt rules
consistent ..,th the Cal1fernla PUC11C Recorcs Act. eCho 3.5
(commencin; ..ith Sec. 6250). cr Dh. 7. i1t,e 1. Go.. C.) and
the !nforll\at10n PrHt1ces Act cf 1577. iilt,e :.8 (commencing
"ith Sec. 1798) Pt. 4. ClV. 3. Cj~. C.) .perr.1n; tne release
of such recordS. inc;uC1n. the estaCl1snment :f reascnable fees
to be Charged for reproduc1I'l; ccp,es of re::re5 reQuired by
thi S secti on.
(AddeO by Stats. :S78. Cn. 1249.)
17i7.5.
employment of
..on" s.
Jot 0 ttl, r.;
property
; n th; 5
re;1Stered
chapter sr. a 11
apprentlces
prevent tile
upon public
E~ery such aoprentHe shall be pa1d tile standard wage
aid to ao rentlCes uncer tne re ulatlons of tne craft or traae
at wn1CII lie lS emp 0 ea. ana slla be em 0 ed on at tile work
of tne cra t or trace to "n1CII ne 1S reglstered.
Only apprenti ces, . as d.efi ned in Secti on ~077. who Ire
in training under apprentlceshlp standards and wrltten appren-
tice agreements unaer Cllapter 4 (commencing with Section 30701.
Division 3, of tile Labor Code, are eligible to be employed on
pUblic workS. 1he employment and training of eaCh apprentice
shall be in accordance with the provisions of tile
apprenticeship standards and apprentice agreements under which
lie is training.
When the contractor to whom the contract is awarded by
the sute or any polltHal SubalV1510n, or any suocontrlctl!!.
unaer 111m, ln perforul1 ng any of tne work unaer tne contract or
subcontract. employS workmen ln any apprentlceable craft or
traae. tne con.tractor ana sullcontractor snaIl apply to tile
JOlnt apprentlcesnlp commlttee admlnlsterlng tne apprentlceslllp
stanaaras of tne craft or traae ln tile area of tile s1te of tile
PUOllC work for a certlflcate apprOY1n; tne contractor or
subcontractor unaer tile apprentlcesnlp standards for tile
em~IOyment and tralnln9 of apprentlCes ln tne area or ,nduStry
af ectea; proYldea. hOweyer. that tne apprOyal as estallllslled
by tne Joint apprenticesllip cOllll1Un or COllmittees Shill be
subject to tne approyal of tile Administrator of Apprenticesllip.
Tile joint apprenticeShip committee or committees. subsequent to
approving the subject contrlctor or subcontrlctor. SIII"
arrange for tne disPltch of apprentices to the contractor or
subcontrlctor in order to comply with this section. 'tllere
shall be an affirmative duty upon the joint Ipprenticeship
committee or committees administering the Ipprenticesllip
standards of the craft or trade in tile Irea of tile site of tile
public work to ensure equal employment and affirmative act;on
~ '
in apprentiCeShiP for "omen and mInorItIes. Contractors or
suDcontractors shall not De reQuired to suomlt Indi~ICual
applications for appro~al to local JOHt apprentlCeSh1P
COlllllli tteU pro~ i ded they are a 1 ready cc~ered oy tne 1 oca 1
Ulprenti ceshi p sundaros. '7he rati 0 of apprenti ces to
ourne men wno shall oe emplO ed In tne craft or trade on tne
uo 10 worll. ilia oe tne rat'O st, u ated , n tne a rent1OeSn,
S"LI,ndlrCIS under .nlOn tne o,nt a rentlCeSn, comm,ttee
o erltes out 11\ no :Ise sna tne rat,o oe ess tnan one
a rent,ce or elcn , ~e 'ourne men. as otner., se
pro~lded ,n tn,s sect,on.
. ihe contractor or suDcontractor, if he is covered by
.this section, upon tne issuance. of the IPpro~ll certificate. or
if IIf illS bun previOuSly approved in such crlft or trlde.
slllll employ tile nUllloer of IPprentices or tile ratio of
apprentices to Journeylllen stipu11ted in the apprenticesllip
stlnClrels. upon proper showi ng by the contrlctor thlt lie
employs apprentiCIH in suc:h c:raft or trade in the sute on'l11
of IIi s contracts on an annual average of not 1 ess tllln one
apprentice to each five Journeylllen, tile Division of
APprenticeslliP Stanoarcs may grant I certificlte eKempting tne
contractor fro\ll tne 1-to-5 ratio as set fortll in tllis season.
ihis section sna11 not a 1 to c:ontrlctS of eneral
contractors 'n~o v,n ess thin th,rt tnOUSlnd dO IrS
or .ork,n 01 S or to contrlc:tS 0 S eC,1 't
contractors not D,oo,n or wor t rou I enerl or r,.e
contrac:tor, ,nvo vln ess tnln two tnouslnel elo Irs
or e"er tnln f,ve work,ng dlYS,
'Apprentic:elble c:rlft or trlde', as used in tllis
section. shill lIun a crlft or trlcle cleurllinecl IS In
apprentiCelD1e occupltion in Iccorellnce witll rules Ind
regulations prescribed by 'the AppenticeSlliP council. ille joint
apprentiCeShiP cOllllittee slll11 IIlye tne Oiscretion ~o grlnt I
certificate, wllicll slllll oe subject to tile IPprova1 of ~tle
Aellllinistrator of APprentiCesllip. eKellpting a contrlctor froll
tne 1-to-5 rltio set fortll in tllis section wilen it findS that
anyone of t"e following conditions is lIet:
(II In tile event une.p10yllent for till
previous tllree 1lI0ntll periocl in sucll arel e~ceeds In Iyerlgl of
15 percent. or
(01 In tile eyent ille nUlloer of apprentiCes
in trlining in suc:1I are I e~c:eeds I ratio of l-to-S. or
IPprentic:elble
one-tllirtieth of
training, either
Dui s.
(c I If tllere i I a IlIowi ng tlla t ~1l1
c:raft or trade il replacing at least
its journey.an annually througll IPprentiCeSlliP
(1) on a suulIicle buis. or (2) on a lo~al
(1::) If tSSlsnment of an apprentlce to any
work performed under a puol1: workS contract WO\;'c create I
conditIon ..nln, woulc Jeoparc1Ze nis 11fe or t~.e 11fe. safety.
or property of fel'o.. employees er tne puoi~: at iars.e or It
the sPecific taSl to wnlcn tne apprentice is tc oe asslgned is
of suCh a nature that tral ni ng cannot oe prOY10ed by a
Journeyman.
When such elemptions
which represents contractors
l-to-S ratio on a local
contractors wi 11 not be
Ippl'Clt,ons for approval
COlfllld ttees. prov'ded they
apprenticesh'p standardS.
are granted to an organ' Ziti on
in a specifiC trade from tile
er statew'de oasis the member
requ,rea to submit individual
to local joint apprenticeSllip
are already covered by the local
A contractor to wl10m the contract is awarded. or I"y
subcontractor under l1,m. wno. ,n performlng Iny of tne work
unoer tl1e contrlct. em 10 S ourne lIIen or a rentlces ,n ."
a rent1celo e craTt or traoe Ind wl10 's not contrlbutl" to.
uno or undS to aom, nuter ano conouct the I rent,cesl1,
progralll , n any sucn cra t or traoe 1 n tl1e area 0 tl1e S, te 0
tne DUOl" worl. to wnlcn tund or fundS otl1er contractors ,,,
tne area of tl1e slte OT tne publ,c work are contrlDut,ng. sna11
contr'Dute to tne tuno or funds ,n eacn craft or traoe ,n wnlCn
ne employs JourneYlllen or apprentlces on the PUO]lC work 1n ~n..
SllIIe allount or upon tl1e salle Dan sand , n tne samellanner as
tne otl1er contractors do. Dut where tne trust fund
aOm,nlstrators are unaDle to accept such fundS. contractors not
s'fnatorr to tl1e trust agreement sI1a11 pay a 11ke amount to tne
Ca ,forn,a APprent'cesn'~ Counc,]. lne contractor or
suocontractor may aoo t e amount of ~ch contrib~io"s in
cOllput'ng his bid for the contract. lhe Dhision of Llbor
Standards tnforcellent is authorized to enforce the payment of
SuCh contributions to the fund or funds IS set forth in Section
227.
lhe DOdy awareling the contract shall cluse to be
inserteel in the contrlct stipulations to effectuate this
section. Such st. uht10ns snall fix the responsibility of
comp1ilnce with tnis section for III Ipprenticelble occupations
witl1 the prime contractor.
under
JOBl.
All
this
decisions of the joint Ipprenticeship committe.
section are subject to the provisions of Section
(Amendeo by StltS. 1976. en. 1179.)
1777.6. It sl'Ia11 De unla..ful for an employer or a
laDor union to "refuse to accept ctner..ise Qualified employees
as registered apprer.tlces on any puDlic ..orks. on tne ground of
tile race. religious creed. color. national origin. ancestry.
sex. or age. elcept as provided in Sectlcn 3077. of suen
ellployee.
(Amended Dy Stats. 1576. CI'l. 1179.)
Sec. 1777.7. (a)
hils to comply ..itl'l tl'le
contractor shall:
(11 Be denied the right to Did on any
publ i c works contract for a .peri od of one year froll tile CSue
tile deterllination of noncollpl,ance is lIade by tile AdllinistratDr
of Apprenticesllip; and
I n the event a contractor wi 11 fully
prov1Sions of Section 1777.5. sucll
(21 forfeit IS a civil penalty in tile sum
of fifty do11ars (S501 for eac:1l c:alendr day of noncDmplianc:e.
Notwithstanding tile proviSions of Sec:tion 1727. upon rec:eipt of
suc:1l a dterllination the awarding body sha" withllold from
c:ontrac:t progress paYllents then due or to bec:ome due suc:1l su..
(Ill Any suc:1l determination sha" be issued after a
full investignion. a fair and impartial hearing. alld
reasonall 1 e not i c:e thereof in ac:c:ordanc:e wi tll reasonab' e ru'es
and proced~res prescribed by the California Apprentic:eship
Council.
lcl Any funds withheld by the awarding body
pursuant to this section shall be deposited in tile Genera' Fund
if the awarding body is a state entity. or in the eQui~alellt
fund of an awarcing body is an entity other than the state.
The interpretation and enforc:eaent of Sec:tions 1777.5
and 1777.7 Shall be in ac:corCance with tile rules and proc:edures
of the California Apprenticeship tounc:i'.
IA.ended by Stats. 1978. tho 1249.)
EOUAL EMPLOYME~T OPPORTUNITY
EXECUTIVE ORDER 11246 AS AMENDED
BY EXECUTIVE ORDER 11375
Under and by V1 rtue ef the authori ty vested in me as
President of the United States. it is ordered as fellews:
P AIlT I
PART 11 -
NOND1SCR1MINATIO~ IN GOVERNME~T EMPLOYMENT
NONDISCRIMINATION IN EMPLOYMENT
CONTRACTORS AND SUBCONTRACTORS
BY
GOVERNMENT
Subplrt A - Duties of the Secretlry of Llbor
SEe. 201. i he Secretary of Labor shall be responsible
for the Idministration of parts 11 and 111 of this order "and
Shl".ldopt such rules and regulltions and issue such orders IS
he deells necessary and appropri ate to achi eve the purposes
thereof.
Subplrt B - Contrlctors' Agree.ents
SEC. 202. Except in contrlcts exellpted in accordance
with section 204 of this order, 111 Government contrlcting
agencies shill include in every Governllent contract herufter
entered into the following provisions:
During the perforlllnce of this contrlct, the contractor
agrees IS follows:
(ll The contractor will not dis.
crillinate aganst any ellployee or applicant for
ellploYllent because of rice, color, re11gion,
SU, or national origin. The contractor will
tate affirllative action to ensure that
appliclnts are ellployed, and that ellployee. are
trea ted during ellp loy.ent, wi thout regard to
their race, color, re11gion, Sell, or national
origin. SUCh Iction shill inclUde, but not be
limited to the followin.s: ellploYllent. upgrad-
ing. dellotion. or transfer; recruitllent or
recruitllent advertising: layoff or terllination;
rates of payor other forllS .of cOllpensation;
and selection for training, including
apprenticeShip. The contractor agrees to pOSt
in conspicuous places, IYailable to ellployees
and applicants for ellploYllent, notices to be
provided by the contracting officer setting
forth the provisions of this nondiscrillination
clause.
(2l "[he convlCtor will, in all
solicitat10ns or ad~ert'sements for employees
placed ey or on eehalf of tne contractor. state
that all cualified applicants will receive
consioeration for employment without regard to
race. cclor. religion. su or national origin.
~~. .
(:l) 1I'\e contractor wi 11 send to
elch laDor union or representati~e of worlers
with which ne has a collective bargaining
agreement or other contract or understanding. a
not1 ce. to De provided Dy the agency
contracting officer. aClvlsing the labor union
or worlers' representative of the contractor's
commitmentS under section 202 of Executive
Order NO. 11246 of September 24. 1965. and
shall post copies of tne notice in conspiCUOUS
places IVai lable to employees and applicants
for employllent.
(4) ihe contractor will comply with
all provisions of Executive Order No. 112U of
Septelltler 24. 1965. and of tile rules. regu.
lations. and relevant orders of the Secreury
of Labor.
(5) The contract will furnish all
inforllation and reports reQuireel by Executive
Order No. 11248 of Septelltler 24. 1965. and by
the rules. regulations. anel orders of the
Secretary of Labor. or pursllant tnereto. and
will perllit access to his tlOOlS. records. and
accounts by the contracting- agency and the
Secretary of Labor for purposes of
investigation to ascertain cOllpliances with
such rules, regulations. anel orders.
f::.
(6) In the event of the
contractor's noncollpl i ance wi th tile
nondiscrillination clauses of this contract or
with any of sucll rules. regulations. or orders.
tllis contract lIay be canceled. terllinated. or
suspended in whole or in part and tile
contractor Ilay De declared ineligible. for
further Governllent contracts in accordance with
procedures autllOriud in Eucuti VI Dreier 110.
11246 of Septelltler 24. 1965. and such other
sanctions lIay be illposeel and relleelies involved
''''^
as provided 1n Executive
Septemoer 2'. 1965. or Oy
order of the Secretary
etherwi St prev 1 ded Oy 1 aw.
Order
r"le.
of
NO. 11246 of
re9"'ation. or
~aOor. or as
(7) The contra:ter will in:lude the
provis10ns of paragraphS (1) tnrougn (7) in
every suOcontract or purchase order unless
exempted Oy rul es. regulat, ons. or orders of
the Secretary of LaOor issued pursuant to
sect,on 204 of Executive Order No. 11246 of
Septellloer 2'. 1965. so that such provisions
will be Oineing upon each subcontractor or
vendor. The contractor wi 11 tar.e Such Iction
wi th respect to Iny subcontract or purchlse
order as the contrlcting Igency IIlly direct IS I
means of enforcing such provisions including
Slnctions for noncomplilnce: Provided. however,
That in the event the contractor becomes
involved in. or threatened with, litig.t;o"
wi th I subcontractor or vendor IS a resul t of
such direction by the contracting agency, the
contractor lIIay reQuest the Uni'Ud Stites to
enter into such litigltion to protect the
interests of the United Stites.
SEC. 203. (a) Elch contractor having I conract
containing the provisions prescribed ;n section 202 shill file.
and shill cluse elch of his subcontractors.to ffle, compliance
reports with the contracting agency or the Secretary of Labor
IS lilY be directed. COllpliance reports shall be filed within
such tilles and ,shlll contain such inforllation IS to the
practices, policies. progralls, and ellploYllent policies.
progralls, and emploYllent stlt;stfcs of the contrlctor and eacb
subcontrlctor. Ind shall be in SUCh fOr'II, as the Secretary of
Labor lIay prescribe.
(b) Bidders or prospective contractors or
subcontractors lilY be reQuired to state whether tbey bave
participlted in Iny previOUS contract SUbject to the provisions
of this order. or any preceding s;lIilar executive order. Ind in
thlt event to subllit. on behllf of thellselves and tneir
proposed s ubcontrl c tor s, c ollp11 ance reports pr i or' to or IS In
initial plrt of their bid or negotiation. of I contrlct.
(c) Whenever the contractor or
subcontrlctor hIS I collective bargl;n;ng Igreellent or Other
contrlct or understlnding with I labor union or an agency
referring workers or providing or supervising apprenticeShip or
training for suCh workers. the complilnce report shall include
su~h infor~ation as :0 su~n ~aoor unl0n's or 4;en:y '5 pra~ti~es
and poli~ies affe~tin; ~0~pl1an:e as tne Se:retary of LaOor may
presc:riDe: Prondee ihat to the ex ant s.:r, 1rformation is
withln tne ex:lusne possess10n of a 1aocr un10n or an agency
referring workers or prOY1'1n; or SUperY1S1ns apprenticeShip or
training and su:h laoor un10n or agen:y snall refuse to furniSh
such i nformati on to the :ontractor, the :or,tractor sha" SO
artify 'to the contracting agen:y as part of its :ompliance
report and shall set fortn what efforts he has made to oDtain
su:h information.
tel ihe :ontra:ting agen:y or the Secretary
of Labor may dire:t that any Didder or prospe:tiye :ontractor
or suD:ontra:tor shall suDmit. as part of his compliance
report. I statement in writing; signed Dy In authorized officer
or Igent on bena 1 f of any 1 aDor uni on or Igency referring
workers or providing or supervising Ipprenticeship or otller
training. with whi:h the bidder or prospective contractor
duls. with supporting information. to the effe:t that tile
signer's prHti:es and policies do not discriminate on tile
grounds of rice. color, religion, su. or nationll origin, Ind
tlllt the signer either wi" Iffirmatively cooperate. in tile
illplementation of the poliCY Ind provisions of this order or
tlllt it consents Ind agrees that recruitment, employlDent, Ind
tile terlDs Ind conditions of elDP,oyment under the proposed
contrlct sllll 1 De in accordance wi th the purposes' .nd
provisions of the order. 1n the event tlllt the union, or the
Igency, Shill refuse to execute sllch a. stltelDent, the
eOllpl iance report sill" so eer't 11y I nd set f ortll will t efforts
hive been IIlde to secur'e such I statellent Ind slIeh additional
factllal lIaterial IS tile contracting I~ency or the Secretary of
L.lbor- illY reQlli r'e.
SH. 201. lhe Secretar'Y of L.lbor lilY, when he deells
tlllt specill cirCllllstlnces in tile nltional inter'est so reQuire.
exellpt I contrlcti ng Igency froll tile reQllirellent of including
Iny or III of tile provisions of section 202 of tllis order in
Iny speci fi c contract, subCOntr.ct, Dr pllrch.se or'der. Tile
Secretlry of L.lbor III" by rule Dr regulation, Ilso eaellpt
certain cllsses of contrlcts, subcontrlcts, or purchlse orders:
(11 whenever worlt is to be or illS been per'forlled outside tile
United Stites Ind no r'ecrllitllent of workers within the lillits
of the United States is involved; (21 for sundlr'd cOllllerchl
supplies or rlw Illterials; (31 involving less than specified
IllountS of Iloney or' specified nUllber of workers; or (4) to the
tatent Uat they involve subcontrac'U below I specified tier,
lhe Secr'etar'Y of L.lbor illY Ilso pr'ovide, by rule. regul.tion.
or order, for the exellption of flcilities of I contrlctor whiCh
Ire in ." respecu separlte Ind distinct frO'll .ctivities of
the contrlctor related to the perforll.nee of the contrlct;
Provided. Hit Sllcn an eUIlPtion wi" not interfere with or
";:"
impede the effectuation of tne purposes of
provide further, That In the aosence of sucn
facilities shall be COvered by tne ~rov's'ons
tr" s oreer: And
an exemption all
cf tnis order,
Subpart C Powers and Duties of the Secretary
of Labor and the Contracting Agencies
S tc. 205. ~ H h con t r H tin gag e n c y s II all be p r i mar i 1 y
responsible for obtainlng compliance witn the rules.
regulations, and orders of the Secretary of Labor with respect
to contracts entered into by such agency or , ts contractors.
All contracting agenCies Shall comply with the rules of the
Secretary of labor in diSCharging their primary responsibility
for securing compliance with the provisions of contracts and
otherwise with tile terms of this order and of the rules.
regulations. and orders of the Secretary of Labor issued
pursuant to this order. They are directed to cooperate witll
the Secretary of Labor and to furni sh the Secretary of Labor
. suCh information and assistance as he lIIay require in the per-
formlnce of lIis functions under this order. They Ire further
directed to Ippoint or designate. from allong the agency's
personnel. COllpliance officers. It shall be the duty of suCh
officers to seek cOllplilnce with the Objectives of tllis order
by conference. conciliation, Ilediation, or persuasion.
SEC. 206. lal The Secretary of Labor lIay investigate
the employment practices of any Governllent contractor Dr
subContractor, Dr initiate such investigation by tile
appropriate contrlcting agency, to deterlline whether or not
the contracturll prOvisions specified in section 202 of this
order ~ave been violated. Such investigation sllall be
conducted in accordance with tile procedures established by tile
Secretary of Labor and the investigating agency shall report to
tile Secretary of Labor any action taken or recollllended.
Ib) The Secretary of Labor lIay receive and
investigate or cause to be investigated cOllplaints by e.ployees
or prospecti ve employees of a Governllent contractor or
subcontractor which allege discrillination contrary 'to tile
contractual provisions specified in section 202 of this order.
If th i s i nves t i ga t i on is cone 1 uded for the Secretary of Labor
by a contracting agency, that agency sllall report to tile
Secretary whit action hIS been taken or is recollllllendecl witll
regard to Such cOllplaints.
S~C. 207. 'The Secretary of LaCor sna 1 1 ~se hi s best
efforts. directly and tnrough contraCting agenc1es. other
interested Federal. Statt. and local agencies. contractors. and
all other available lnstrumentalitles to ca~se any labor union
engaged in work unCer Government .contra:ts or. any agency
referring workers or provicing or super~iSln; apprent1ceShip or
training for or in the course of SUCh worl to cooperate in the
implementation of the purposes of this order. The Secretary of
~abor shall. .in appropr1ate cases. notify the Eaual Opportunity
Coallission. the Departlllent of Justi ce. or other approprine
Federal agencies whenever it has reason to believe thn the
practites of any suc:n labor organization or agency viohu
'Titles n or nl. of the Civil Rights Act of 1964 or other
p~ovision of Federal law.
SEC. 208. (a) The Secretary of ~abor. or any agenty.
offiter. or ellployee in tne e~ec:utive branch of the 'over~ment
designated by rule. regulation. or orCler of the Sec:reury. .ay
hold such hurings. public or private. as the'Setretary may
deea aClvisable for c:olDpliante. enfortellent. or educationll
purposes.
(b) The Secretary of ~abor aly hold. or
cause to be held. hearings in accordance with subsection (a) of
this settion prior to illposing. ordering. or recollmending the
imposition of penalties anCl santtions unCler this order. 10
order for Clebarment of any tontrattor from further Government
contrac:ts unCler section 209(a)(6) shall be .ade without
affording the contractor an opportunity for a hearing.
Subpart D - Sanctions and ~Dalt1es
SEC. 209. (a) In accordance with suc:1l rules.
regulations. or orders as the Secretary of Labor aay issue or
adopt. the Secretary or the appropriate contracting agenc)' .11:
(1) Publish. or cause to be
pub 1 i slled. the naIDes of c:ontrlc:tors or un ions wh i eh it ha.
concluCled Illve complied or Ilave failed to. c:o.p,Y with the
provlslons of this order or of the rules. regulations. Ind
orders of the Secretlry of ~abor.
(2) Recomllend to tile Department 0 f
Justice that. in cases in which tllere is substlntial or
lIaterill violation or tile thrut of substantill or .aterial
violAtion of tile contrlctual provisions set forth in section
202 of this order. appropriate .proceeClings be brought 'to
enforce those provisions. inclulling the enjoining, within the
lilllitations of appl1Ca~1e la.., of organizations. 'n~ividuals.
or groups ..no prevent CHectly or. lnClrect1y. or seek to
prevent directly or ,nc,rectly. complIance "1th the provlSlonS
of this order.
(3) Recommenc to the EQual
ElIlployment Opportunlty Commission. or the Department of JUStlce
tllat approprute prOceedlngs De lnst1tuted uncer j't~e VII of
tile Civil Rights ~ct of 1964.
(4) Recommend to
Justice that crilllinal proceedings De Drought
of false informatlon to any contractlng
Secretary of La~or as the case ~ay be.
(51 Cancel. ter~inate. Suspend, or
cause to be cancelled, ter~inated, or suspended any contrac~,
or .any portion or portions ~hereof, for failur~ of ~he
con~rac~or or subcontrac~or to comply wlth ~he
nondiscrimination provisions of ~he contrac~. Contrac~s may be
cancelled. terlllinated. or suspended aDsolutely or continuance
of con~racts lIIay be conditioned upon a prograll. for future
cOlllpliance approved by ~he contracting agency.
the Department of
for tne furniShing
agency er to the
(61 Provide tha~ any con~racting
agency slla 11 refrain froll en~eri ng into furtller contracts, or
elt~ensions or o~lIer 1I0difica~ions of eltis~ing. con~rac~s, wi~b
any noncolllplying con~rlc~or. un~il such contrlc~or bas
n~1sfied Ue Secretary of Labor that sucll con~rac~or lias
es~ab1; slled and will clrry ou~ personnel and ellplDYlllnt
poliCies in cOlllpliance witll ~be provisions of ~his order.
(b 1 Under rul IS and ragul at ions prescri bed
by the Secretary of Labor. each cont.rac~ing agency Shall- alk,
reasonable effor~s wi~hin I relsonlble tille lilli~l~ion ~o
secure cOllpliance wi~1I the con%ract provisions of this orOer by
me~lIods of conference. conciliation. lled1a~ion, and persuasion
before proceedings shall be insti~uted under subsection (a)(%)
of this section, or before a contract sl\lll be cancelled or
terminated in whole or part under subsection (al(S) of tIlis
section for failure of I contractor or subcontractor ~o coaply
with the contrlct provisions of this order.
SEC. 210. Any contracting agency tlking any action
authorized by this subplrt. whetller on its own Ilotion. or as
directed by the Secretary of Labor. or under the rules Ind
regulations of tile Secretary. shall prollptly no~ify tile
Secretary of such action. Whenever the Secretary of Lallor
makes I deterllination under ~h1s section. he shall proapt'y
notify tile Ippropriate contracting agency of tile action
reco~lIIended. The .gency shall talte such .ction and slla'1
PART III NONDISCRIMINATION PROVISIONS IN
FEDERALLY ASSISTED CONSTRUCTION CONTRACTS
~ . .
SEe. 301. Eacn eH:uti ve oepartmer,t and agency wllich
aominisUrs a program 1nvciVlng rederal fHan:,.1 assistance
sllall reCluire as a concltion for tne approval of any grant,
con t r act. loa n. ins u ran c e. 0 r 9 u a ran tee t n ere u n de r. II' n i c h lIa)'
involve a construction contract. that tne applicant for rederal
assistance unoertake ana agree to incorporau. .or caus.e to be
incorporateo. into all construct, on contracts pald for ,n whole
or in part with funos obtalneo from the Feoeral Government or
borroweo on the cree' t of tne Federa 1 Government pursuant to
ruch grant. contract. 10an, ,nsuranee, or .guara~tee, or
undertaken pursuant to any Feoeral program ,nvolv,ng such
grant contract, loan, insurance, or guarantee. the provishns
presc;ibed for Government contracts b)' section ZOZ of tll1s
order or such mooification thereof, preserving in subStance the
contractor's obligations thereunoer, as lIay be approved b)' the
Secretary of Labor, together with such adoitional provisions as
the Secretary deems appropriate to establish and protect the
interest of the Uniteo States in the enforcement of those
obligations. Each sucll applicant shall a150 ur.OerTollr.e and
agree: (ll to assist and cooperate activel)' with the
aOlli ni steri n9 departllent or agenc)' and tile Secretary of Labor
in Obtaining tile cOllpliance of contractors and subcontractors
with thOSe contract provisions and with the rules, regulations.
and relevant oroers of the Secretar)'i (21 to obtain and to
furnish to the aallinistering aepartllent or agenc)' and to the
Secretary of Labor suCh inforllation as they Ilay reQuire for the
supervision of such cOllpliancei (31 to carry out sanctions and
penalties for violation of SUCh obligations illposed upon
contractors and subcontractors b)' the Secretar)' of Labor or the
aaministering oepartllent or agency pursuant to part 11. subpart
D. of this orderi and (~l to refrain froll entering into any
contract subject to this oraer, or extension or other
1I0dification of such a contract with a contractor debarred fro.
Governllent contracts under part II, subpart D. of this order.
"-"
SEC. 30Z. (al "Construction Contract" IS used 1n tll1s
order lIeans an)' contract for tile construction. rehabilitation.
conversion, extension, or repair or bundings. highwa)'s. or
other illprovellents to real property.
(bl ihe provisions of part 11 of this order
shall apply to SuCh construction contracts, and for purposes of
SuCh application, the aOllinister1ng department or agency Sha"
be consiaered the contracting ~gency referred to therein.
(cl ihe terll "applicant" IS used in this
oraer lIeans an applicant for Feaera' assistance or, as
deterllinea by agency regulation. other prograll participant.
wi th respect to whOIl an app 1 i ca 'lion f or a n)' grant. contract.
1 Illn. i nSllr.nce.
to tile effecti we
appl i cant after
assi stance.
SEC. 303 (a 1 Eacn aOlllinistering Oepartment and agency
shall be responsicie for oetainins tne compliana of Sllch
applicants with tnelr unOertakings under tnis orOer. E.Ch
alllllinistering oepartment and agency is OirHad to cooperne
with the Secretary of Labor. anll to furni Sll tne Secretary SUCh
information and assistance as lie may reQuire in the perform.nce
ef his functions unoer tnlS orOer.
or guarantee is not f;nally acted upon prior
Oaa of tnis part. ano It lncluoes such an
ne becomes a reclPlent of su:n Federal
(bl In tile event an applicant hils &nd
refuses to cOlllply with lIis unelertakings. the aellllinistering
department or agency may take any or all of the following
actions: (ll cancel. terminate. or suspenel in whole or in part
the agreement. contract, or ~ther arran.gement with sucll
applicant witll respect to whlCh the faIlure and refus.l
ocurreCI; (2) refr.in frolll uteneling any furtller asSistance to
the applicant unOer the program with respect to whiclI ~he
failure or refusal occurred until satisfactory assurance of
future cOllpliance hIS been receiveel frOIl such applicant; and
(3) refer tile case to the Departlllent of Justice for Ippropriate
legal proceedings.
[c) Any Iction with respect to an applicant
pursuant to subuction [bl shill be talten in conforlli~y witll
section 602. of .the Civil Rigllts Act of 19U land the regula-
tions of the administering department or Igency issued
thereunder), to the extent app;icable. In no case shill action
be talten with respect to an applicant pursuant to clluse [1) or
(2) of subucti on I b) wi thout not; ce and opportuni ty for
hearing before tile administering department*or agency. -
SEC. 30~. Any executiu departllent or agency wllicll
illposes' by ru le, regu 1& ti on, or oreler reQui rellents of
nondiscrimination in ellployment, other than reQuirellents
imposed purSuant to ~lIis order, .ay delegate to tile Secretary
of Labor by agreement such responsibilities with respec~ to
compliance standards, reports, and procedures as would tend to
bring the adllinistration of SUCh reQuirellents into confor.ity
with the adllinistration of reQuire.ents imposed under this
order: Provided, H'lt attions to effect cOllpliance by
recipients of Federll financial assistance with reQuirellents
imposed pursuant to Title VI of the Chil Rights Act of 1964
s hill be talten in conforlli ty wi tl1 the proceClures and 1 i.i ta-
tions prescribeCl in section 602 thereof Ind the regulations of
the aClministering deplrtllent or Igency issued thereunder.
PART IV - MISCE~LANEOUS
SEe. 401. ihe Secretary of Labor may de 1 e9ate to any
officer. or employee ln the executive branch of the Government.
any function or duty of the Secretary under parts II and 111 of
thiS order, except authorlty to promulgate rules anCl
regulations of a general nature.
SEC. 402. The Secreury of
adlllinistrative support for ue execution
IS the .Pllns of Progress'.
SEC. 403. (a) Lucuti ve Orders Nos. 10590 (.Jan. 18.
aSS). 107S5 (Aug. 5. 19S7). 10925 (Mlr. 6. 1961), lllU (.June
22. 1963l. Ind 11162 (July 2B. 1964). Ire hereby superCllleCl
anCl the PresiClent's cOllllllittee on EQuIl Ellploylllent Opportunity
established by hecutiYe Order No. 10925 is Ilereby IbolislleCl.
All records Ind property in tile custody of the cOllllllittee illall
be trlnsferred to the Civil Service COllllis.sion and tile
Secretlry of ~abor. as IPpropriate.
~abor shall provide
of the progrllll known
(b) Nothing in tllis order shall be deelled to
relhve any person of Iny obligltion assulled or illposed under
or pursulnt to any executive order superceded by tllis order.
All rules. regulations. orClers. instructions. designations. and
ouer directives issued by tile President's COllllittee on EQuIl
EllploYllent Opportunity anCl those issued by the Ilelds of various
departllents or agencies under or pursulnt to Iny of tile
executive orders superceded by this order. sll~ll. to the extent
tllat tlley are not inconsistent with this order. rellain in full
force and effect unless and until revoked or superseded by
approprilte luthority~ References in such directives 1.0-
provisions of the superseded orClers sllall be deelled tCi be
references to tile cOllparable proviSions of this orCler.
SEC. 404. Tile General Services Adllinistration shill
Ippropriate action to revise tile stanClard Government contract
forlls to accorCl witll tile provisions of 1.1111 order Ind of tile
rules and regulations of tile Secretlry of Labor.
SEe. 405. This orCler shall becolle effective 30 dlrs
after tile Clate of this orCler.
",..,
;>lj-
LYNDON B. .JOHNSON
THE WHITE HOUSE
September 24. 1965
III
EQUAL EMPLOYMENT
REGULATIONS
AFFIRMATIVE ACTION COMPLIANCE
GUIDELINES FOR CONSTRUCTION AND
NON-C_ONSTRUCTION CONTRACTORS
-
IMP~~ENTIKG [~~ITIES
AFFIRMATIVE ACTION COMPLIANCE GUIDELINES FOP.
CONSTRUCTION A~O NON-CONSTRUCTiON CO~TRACTORS
Th... ArfU....:.1'u .+.:t10f'l ~11,al'lc' G~ldtl1"'ll hi'"
..I1I"'C1 cO ,ro..,101 the l~l"'.I"\t1.ft' LfttHY vttl'l
~~:,..tlen ,.rt,1ft1nl c.c tp'lt contuc tor 'I vorl forcl.
Ie U I"" l"tltlt of C"... ~Ul:l1fl.' co in,un cn.t
1..",1 o"ortUflUY ler t.plc'fIl11\t 11 pr.'tlc,C1 ~y t""
cllfter.ceo, vl:nout nl.ra to flU, ...., color. IU,
r,U5i8l\, .nultry, I\lt1on.l or:'l"n, ...,lcal It~t\U.
.r h.ft.UC'p. ThI.1 .,.1011"\11 providt Uti alnl..
u,t.~u,cm ".tlllary to pre,." an A(flrw.atlVl Ac:tLOfI
'1.11 tllat ..111 c~ly ..ltII Fco.nl "(Ill at I"'"
rtlnUlI1 A1l\ruU" ActlOll lor ll00nlly ,"1"0<1
ecu III tll. ...M th.t tII. AlI\I"UCI.. AUI""
~h"'~l hOlrAll of till \,apl.MlIt1ftl lfttlty .oonu
u... .1"La" ~l.IUM.11 ttllt pI' 011''' ...y be
ucU1a.. Cot\CT.ctOTl an u:.tCI to cat'l:aet the
.ffl.....ti.. Actlon Officer .f ,110 lapl_fIlIIlI Ctlt1ty
f.' .'" "'CIUU'''' ctcftnlc.l .anue."" in ,r.,..r11\1
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c-., ef s.o lo...r01Nl.
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r'crwlclftl .L~rltl., &hd~. ~,
CDf'ltuctar 11 UClwl"Cl to .u.a.,
.tU1raU:lft ~tlDfl C~l1."c. Pl.n
,""w.lly far .....~..CI....'nt pf"lf\Wl1-
hc.uOt\.
I.
Co"crlc'tor. dealTl"1 to ICt ..
'w'cG'I'ItrectCf'1 ...y receiv, ,nl'u,..l
,nq..,Uf l"Uorl ,ftC 'I ,~.c.e~,..., .
lilt of '"l'lu.al1y pnql..l.A~1!l.d 11,1'-
conCf,CtOfS ~lcn wl11 ~I 841. ,v'11-
.~I. ~y :h. Con:r,.: C..pll.h.. OeCle.r
to pu.. cofttr.CtOfs 'tC '.c111ulu
thllf ChOlCI of au,contr,CtOf..
'((I...:lv, Ac:lon '1.. F.r ~..'Com'e~:.on
Contr.ceor. ~ .. ..t ., follow.:
l.
C.
Prior to """1 .v.rd'~ Chi cG'ru:r.ct,
thl c""tr.ctof ....t M" Cl\. "COIItr.ct
,.,11lftc, OY.&Hfylnl I. port far
hoft-Con.u''\IcUOft Contr.ceora MWI
V.ndan" ',cuc".", "'fO." ~ ca.
IDpl....elh. ..:Ity coner.ee CaopILaec.
O!f1Clf. 1ft .'dlU,on, tftl c,nUTICt..
OT .lndOf .., .. '.,W..CIG CO 'U~lt te
th. Con:nct C-Pl1.ftC, OHlelT
IddlUIIft.l lnfo,..ucm concl",1"1 tal
CDPler.ccar'l Alfl,..,.tUI Uta,_
pol1<I...
Afflra.tl.1 ACtl~ PlAn for $wbcDftcr.ctera
c.an ~. Me &Ii follws:
1. Prlor to . lu_ccmtr.ctor .t,rtlnl wark
for . CDUIICtDf, IN .ukOl'lCI'Kc.r
..It e.pl" "leIl '.n II. Seeu. "
aao," feT c_acnactS_ WIlc_crlcu ...
hr. II. ..Clon . . ._ ler
"Oft-con.cruct1.. .uaconcrlc~'. ~
concr.Ctor La rllpolLlUa1t to .....,..
thae ,11 .f 1111 au.llc_U&CUir. .ra 18
caop 11.......
2. Concr.ceoft In eftCavrlrn, to ...
.\lDcOftCn,ceo,. wt\o ...... Nell ."r....
for .ft"...l 'r.....UflcaCl_ III
nlihu.l.
. I. ::::U"'C::ICll< ~"1n %liE COIo'n.r.a COIPUAIlC:E
t'Ti'la
A.
1lt. Con....e C-PII_
.....1... uell Afll_cho
'1 1lI_1Ctld.
orn..,. wtU
Ac CI.. ......ra
Ir ell. ..........,., ArH_eho AcCl_
'In I' DOC .".....0 ." cae CMiuoce
c-p1\lfte. oru..., elle Can...
c-pU."e. OfU... ,"'11 Melt" _
c...e...e.. .f th. '''1OftI rer
olu"r.".1 .r .110 ,lan, .... .r eM
..,I_nclftl UCl.,.', '04III1._u rer .
.e..,.atl. ,1.ft. %he e..u..... ....11 ..
111_0 elll nOl ....rkln. o.y. th OIIltdl CO
0.".1., .... ,u_le . "'1... AUlraaClw
...1... '1.. for ...1... .M .pp r.... I .,. ...
tone..ce c..pll.nc. Orrle.r.
I.
A".. 1 PToceclwtl.
.. COl"ltUctor -"'0 ".. 'w'.Ut.. .
pl'Olr... Wf'llCf'l 11 "at '"ro.,. .,
CI\c 'ontrJct c.o.pl1.aftcc OffU.r..,
'Pp,.al U"U GCtI'r'WilftoltlOft to lft.
1.plc..n:lftl Il\t1[y'. It.lI1,csw.
tlioay C:l'IrO\l~ tl'll Lr Ad.'fIllef.tawl
CUlcer. I.:: ';1,,,11 ..,.11 .. 'n
WT ~: U~&. .llne: It,. UI "".n
'PPU 11"& or u..t ,.,..",
'wtf'\crUICS rrprC.lrn..tl'Wl ,ftl .....11
.. UltG with Ch, COfttr...
'-pll..c, OHlen wUnl. tu 1~01
IlIIOU.1nl d.,. .hlT tiC. Ulna .eClce
of Cll..ppro..:.
2. Ill. ."..1 'houlo lapldft ell.
ruaor'l Wfty tJ'\r .ct101'1 .f =",
tontr.et tGeplllftc. Orrl..r .-"1'
...e lu... .... U_III. follu".,
CM contr.ctor tD """1 VU'..a c_
UO) ....r_Iftl ..". .f ...ue. .r
11.. ",ro.. I '''II Uk. tII. ocu.
..-.. .,. Chi Caeu.. c..,1\ac.
OUleor fI...1.
C.
o..-,Iu 0'11t1 ...,. .. eDllollCl.' U
"fUr tit. ,ccur.C')' of Cl'1. c..cr.cc.,'.
AU I....:.... Acelon ,ue1l:...1 "u. la
...It.... eoner..:.r, WIll .. ..~ul...
.. .......e. ....'1.' en In.,. ,.,..11
..,.r:, WlUI e.. foll...l.. coo..,
A. ""1.. (ftO. 01 Rlo,...le Orilla': Ai:
,......, .....,... erll1&1 'ft ."l' .,
... .".1MI ,..,1.. .r too..,..
1Io.u. 41.1... 1IM ""'10 r..... ...
... 1M 1&/1 ....... .\Mae.
I. 'Iock la.e .1 11'_1. .rll'n): 411
,...... ....1"1 .",1... I. ..., .r
... Uock ..elll I....,..
C. II,,....,,, All ,..._, .1 IIia1ce.
....rca .Ic.... ~. Ccftcr&1 ..
IMucll _uca.. ... .ell.. S,..U"
aU ...... ... IT'IUl, ....... ,... .1
r.u_
D. Allon ... ',cHle hl.ft....: All
,."... .....1... .r,.,... ,,, ..,. .,
... 'or w.oe. s.....-u All. .. _
'..,1 he hl_.. tIll. .r..
bel..... rer u.pl., QtM.
Jo_. ....... EIlo ,,"U1,,_
hl_ _ S-.
E. _.1.... 11l4111l o. u..-... ...U....
All ,..... b"I., Ortl'''' 1n ...,
.1 1IM ""'1MI ,..,1.. .1 lena
....Uca.
". III.1.E Dll'1.Dn:I
r. f1lIAU nlP1.D'ttt
M. IWlD I CAnED D1PLll'lU
v. nrnw..D.\ vtrUAII
'Y.
DUlKr::.OkS
\,;,,1." .
,."",,1fll,
.e'1I'" .1
,,,rrU10f\ af
c.rulft we''''
fall""" ;
cthcrvUC
'MII 'e
. CllllntTac.:
,NI pI'lU'U
l.
"Afll,...~l'" .t.ctlOf'1. 11 . c~1c.."t t~
1ft".... tl'lt ,n...U' ot ......rl elf prouct.,
,1.11.. in c.hl ....0,.. torcl 'Y IIC.tU\&
..,lo)..."t loall '1"1&1 tlMUtd.l. lftclyCU'11
Action pfOlr~ to l,hLIVI oDlleCl".
U\fD\l1h rtfo'" of U'I .yUD. I.f(u...t'..
Act~ot\ "11' CO .n'\lr. tftU, C~aeT'l.uwtUm
II .UIIMed lJI All ...11.'1 ..lt~ ~I",,"I
or ."IlO&flU for ..,I~.e ""lthlr till
.11.n.IM'IOfI II Int.ntl"".1 .r
...lnt..u....l. 1. ..UU"". lfflru.'"
Act10l\ .It'l.' to ~rD" Jo~ It,n4a,.1 &1\4
,rll<l".t!vlty tIIr...a/I 'u r_v.1 .f
.nUlel.1 .NS ..........."" ,orrl." u
..,1.,.... ... ,rGOOelOO ... ..1"'. tA.. .11
J.' .e.U'" .n nln.. U JO' po.f........
...."'r.s.
s.
-."1'D"l'" ,.,.011'..... ar. thou
Can...e. taopll.... Offl..
~1.-cftel"l .D.ltY hav.
...'11..... v1.n ehll ".1''''
""Ien
.,
.....
'M
tAl
U
c. -c.....C1"Uctl1'\ Cofttracc- ...", I CDftt:-ICt
W,1c.11 un. fa, eft. cDft.n\lC~l_t
ret\..Uf.C.tl~. alt.raU_. 'Drly,rlll1\,
LUIU1_, .....l11.1on or '.-,.AlT of
'w11e1nll, hl.~vay. or al~Cf C~'.I Of
l.,r...8CfttJ "..i.laC u~1111Y I.rwlc...
D. "'Carn::-act'" MADI .. ",nMae on.r. oUu aI'IIlI
KCI,UftC.. 1...., ..r..-at .r .eM'
.n...._... cTUual .. ..U...l... co "'UII
eM ,.,I_n.la. ...eU, 11 . ,.rcy. ...UII
-..11 ....... _ .f tIl. ,orU.. VlUlla elM
..f1altleD . CaDtract.,.
--c.ontraClor" ...u .11 per... (lilt"""'"
l.ft.'.I1 cMu.f'aClGTI .I\d ,ra- ~8I\tl'.CU")
..... ,....,.., .. .ff.. .. ,....1.. .. "'.
l~h.."U.1lI ."clry, 1....' eT ..,..tc.. .f
any &I.ftG or t,.,. pvT......c U . C"'U''UC~l_
Clll'ltr.Cl Wltb eN c...ry.
E.
r.
..l.,l.....tl".
,,,.UII."OO
ccmtrAct.
lAUey" .a.. "'U..
wba 11 ...111....lea elM
c.
"!IIpl""... .... _ _ port.no ...
for c_lIC"Utl_. e' I ,.r.oe ..... i.
porun.n~ly .. .....1o.1y ..,1"".. -, elM
COIlerActOT er a\lllJc_trACcn.
If.
"lI&rIGluppo<l S....... ..... ..., ,....
--'0:
1. 11&1' phy.I,,1 .r ......1 1.,.1......
~lcIl .....L&ft~'.lly l18l~ _ ..
.... 01 ..... ,....... ..J.. Ufo
ocUYlt1u.
~. 11&1' ne... .f ..... ~t1,..,.e In,
3. 1. ......Ily "II"" .. ,,"vlll,
.uch ." l.,..l,.-.t.
I',
""0<.11 ~..or .....nlt.. ...ft. t.l\. .flUr.
S.n "~rG1~O. 11..rl10I, ~\.r'D 1...,
..raft. (St.nl.ra "-tropollC."
St,&tHUtl.: .At...>.
~lI"\C'!"~:1"" ....',. ....Iura or Ut.
to~lCl1lf"\"'1 1.:111 ar 1:1"\1''11' arcI.ltll: 'lua
(not e! H~Jp't'l1C c':"~&1I":); H1Ip."".
ul.n or ,.:~f1.c :ll,nOcrj "'rL&'~
InCl&a or A~..&.n n'::VI.
t,
....onCc.'Iltrwc.t101\ COl"Itr.c:t" II..na "'y
cantu't IIIlI"l.LCI'; IIcu l"Iot h:l lWurun U.I
..flft,:,an .f -t4ft1,rue"an Co....c.".
''0111..'" ..... .h. tontue. ta.,lI..e.
Off I." .f ,r>c ~l"lTI.I"1 ...lty.
WP.r.~~ .-.1"11 '1"11 lftClvl0~1. 11:..
c.-plr....~lp. ,..-1 Ie I.rvle.. J'1a.
__altll" , .,.DC latlOCi. .octAl c1"
frAClrul 0:1101l1t101\, ca"'l"au.:
I.tatl, tnLIt racuwer. aJ"'l'lcA~' CllJ'
c_TY. _1t1,.1 "'?O"U"" .1."UI
or aun polU.lcAl luWh'll101\, .r .,
..".. IrDVl' .r C.U...tlan .e UI\& .. .
\IIlU.
-
Ii".'
,
",
ft.
~,
..
M.
--Pnt.CUd ClII'- Mlft. thO.. Ir.",. ef
1JuUYln.a1. c......1"n or protecel' .,Ita.t
.ucne,"'U.. ~ tAl ....1.... '..nl1
.... 1:.0.. c\yU na/l.. 1.... .. ..... 18
...lltnct .r I' AI ".r..i;.' &&I"." "
7.'l'ra. a' Suu 1.-,.
""
O.
"'Sol. s.u.,.c.'" ..au . conn'ac~ 11\ "'iea
.hI fttltl. U1p1_otl.. ..~uy pi'" 111ft
. ..I.... poI1UOO CO fulfUl Ill.
~l_e1.a& neltll'. ....... ..
..UftlMC ~ eN toft."c. toa,li.-C.
Offlc.r, .ftrr c....'....el.. .f
,ucu..l .a.....u....
"5,,_crocu~ ....... ..,. pon__
lIT'" V1.CII ., COfttrlCUT .. ... ·
c..cr..' "1011 elM \81l1...nU". ....~tY ..
l"nUl .",,1111. '-'. .r ..rv.c.. U
.uca clfttrac,.r.
..
-
-
P.
"I:_nr.Ul...I.." ...... ","v,.., I_~
allWTltlll .r _ 1.. . ,..Uc..1IT J.
d...lhuU... _ _II ~..._Il17 ..
upec." ~ tIlol. ....U...U.,.
t. YI&.....-l" 'uor.... ..... . ,..... _I
Q.
..
-
1. s.r.r..... .celll1 lucy f.. . ,.tl-
.f .... _ llQ "y., .ny PO" af
"~ell occur," ....wen A......C S,
1..... _ IllY'. 1915. ... -.
,"C1\&'11Il .. "I..... cll...!r_
v1t1l oeIM' th&A . .\111_'''..
UIcJ\&TII i .f
-
:. \ia. . lldl1r... .r ..1..... f~
acU... ....y I.. . .....u..c.......cc..
Il..IlIUcy U lCly pin af ...
acu... lNey .... ,.rf...... ..ewe'"
.....,.... 5. U.... nO Illy 7, 1975.
S. ......... ...... f_l. ........ .f ...ul
.... ftlorll. a1JloUcy .... _l..nC)'
11'.... .
!OoAl OPPOl~~:~ RLOo:RL~~S
1.
Contr.ctor .Cre.. to fully comply vith :he I.v. .n: ~~o&'.m.
(includlnC recul.:lon. 11.ue: pur.u.nt thereto) V"lch .re li.t.d
foll.vinc thi. p.r.cr.~h. Such co.pli.nc. i. re~ulr.~ to the
ezt.nt such 1.VI, orocr..s .nd th.ir reCul.tlon. Ir., by their
ovn teras, .pplic.ble to thi. contr.ct. Contr.ctor vlrr.nt. th.t
he vl11 ..ke hi..elf thorouchly f..l1i.r vlth the .pplic.ble
provl.ions of ..id l.v., procr.... .nd recul.tion. prlor to
c~encinC perfonunc. of the contr.ct. Copi.. of uid lav.,
procr..., .nd recul.tion. Ir. .vlillble upon r.~ue.t tram the
i.pl...ntin& .n:ity'. Contrlct Co.plilnce Offic.r. To the .zteot
.pplic.bl., the provi.lon. of .Ild llv" procr... and reculltloo.
ar. d....d to b. a part of thi. contrlct a. lf fully .et forth
herelo.
2.
Vletn.. Ira V.t.ran.' a..dju.t..nt A..i.tanc. Act. of 1972 and 1914,
a. a..nd.d. Pub. L. 92-540, 11tl. v. S.c. 503 (.), Publ. L. 91-501.
11tl. IV. S.c. ~02 131 USCA 2011-2013).
3.
a.habl1itation Act of 1973. a. &acnded (Handlcapped) Pub. L..
93-112 II ...nd.d. (29 USCA 701-794).
~. C.llforni. Fair I.ployeeot Practlc. Act. l.Ibor Cod. Sec.. 1410
. t .eq.
5. Ciyl1 lllht. Act of 1964; a. &acodad (42 USCA 2000a to 2000B-6) aDd
E.ecutive Order No. 112~6, S.pce.ber 24. 1965, as "'Ddad.
6. The Contractor vl11 10clude the ,rovl.loo. of lqual laployaeDt
O,portvnlty (EEO) - E.ecutlve Order (10) 112.. a. aaeDd.d by-
EO lr37S In every .ubcDDtract or purcba.e order vole.. ....'t.d by
rule., r.luletloD. Dr order. of tbe Secretary of Labor 1..ued pur.uaDt
to Section 204 of l..catlv. Order 11246 of Septeaber 24, 1915, a.
a..nded .0 that .uch provl.1oe. vl11 ~ blndlnl upon each .ubcootractor
or veodor. The Contractor wll1 take .ucb act 100 wlth re.,.ct to .D,
eubcOfttracr or purcbe.e order .. the cODtractlD1 aleoc, .., dlr.ct ..
a ..ani of eoforclnl .uch pravi.l..., lDCludiDI ..Dctloo. for
nOftc..,llancl. Pravlded, bovever, that lD the ...ot the Coatr.ctor
becODe' involved ln, or 1. threaten.d with. 11tl1atlon with a
.ubconrrlceor Dr vend.r a. I re.ult of .uch dlrection by the contractlftl
alency. the Contractor ..y r.que.t the United St.e.. to ent.r Into .uch
l1tl1atlDD to protect tbe lntere.r. of the UDited Stat...
The applicaot further arr.e. that lt vill be bound by the above aqU&l
opportuolty clau.e vith r..,.ct to It. 0W8 aaplor-ent ,ractlc.. vbcD
1t partlclpat.. In f.d.rally a..l.t.d con.tructiDD vork. Provide., chat
if the applicaDt .0 participatiol i. . Stat. or local 10V.ra.aDt, tbe
above equal o,portunity clau.. 1. Dot .~plicabl. to any al.ncl,
in.t~eDtality or .ubdlvl.1DD of .uch 10ve~Dt whlch doe. Dot
participate ln vork on or under the cODtract.
EQUAL OPPOKTVNITT LEQUILtXtKTS
.... 2 of 2
6 . (COM' d )
Th. I,pllclnt "Ir.e. thlt It v,ll 1.lllt Ind cooperlte .ctively v,th
the l~lnllterlnl 'I.ncy .nd the Secret.ry of ~.bor .n obt.ln,nl the
cosplllncl of contrlctor. .nd .ubcontrlctorl v.th the equ.l
opportunlty cllu.e Ind the rulel. relul.tlonl, .nd relevln. order. oC
the Slcntlry of l..bor, thl. it vi 11 furn,"h the Idoiniltlrinl Ilency
Ind thl Slcretlry oC l..bor .n obtlinln, the coapl,.nce of contrlCtorl
Ind lubcontrlCtor. vith the equIl opportunity cllule Ind the rulel,
Telulltion., Ind relevlnt order. of the SecretlTY oC l.lbor, thlt lt
vill CUTnl.h the Idoini.ter.nl I,eney Ind the Secretlry of llbor .uch
lnfo~tion "' they sa, require for the lupervi.lon of .uch compli.nce,
Ind thlt lt vill otherwi.e I..ilt the Idmlnl..erlnl Ilency in thl
di.chlT,1 of the Ilency'. prisary TI.,onlibl11t, Cor .Icurinl
cospl1.ncI.
Thl Ippllclnt further I,rle. thlt lt will rlfrlln Cros entlrin, iato
Iny contrlct or contrlCt .odlficltlon lubjlct to E.lcutlvl Ordlr 11146
of Slptemblr 24, 1965, "' I.endld wlth I contrlctor deblrred fros, or
who hi. not deaon.tr.tld Ili,lbillty for Govlrgaent contrlct. I.d
Cldlrlll, I..l.t.d con.truction coatrlCtl pur.u.at to thl E.lcutive
Order Ind wl11 clrry out .uch .Inctioa. Ind penlltie. for violltion oC
thl equIl opportunity cllu," II ..y be iapo.ed upon contrlctor. Ind
.ubcontrlctor. by the ldalnl.tlrlnl Isenc, or the Slcrltlry of ~bor
pur,ulat to rlrt II, Subpart D oC thl E.lcutlV. Ord.r. In Iddition,
thl IPpliclnt I,rle. thlt if it flil. or r.fu..' to compl, witb th...
undlrtlkial', thl Io.ial.terla, Ileac, .., take la, or all of the
followlas Ictlon.' Clncll, teralnltl, or .u.,.ad ia whole or ia part
this ,rant (contrlct, loaa, in.urlnce, SUlraat.e> , r.frlia fr..
e.tendln, Iny furthlr a..l.tlnc. to thl Ipplicaat undlr thl ,ro,r..
wlth rl.,.ct to whlch thl flilurl or rlCund occurrld until .Iti.flctory
I..urlnce. of futurl cowplianc. ha. been recIJv.d fro. .uch !1,licant,
lad rlfer tbl CI'. to the >>Cplrt..at of JUltic. for I"ro,riat. l.,al
,roclldlol"
",
In Iddltlon to thl IboVI, Contrlctor viII fuml.h all lnforaation aod
report. Tlqulred b, E.ecutlvl Order ~o. 11246 of Septl.ber 24, 1'65,
"' ...ndld to thl 1.pl...ntial eotit,'. Contrlct Com,liance Offic..
,,",,'.
(J)
ArrU.'V.':'IVl ACTION roa DISAlUD VlnUllS
AIlD VlnUJiS OF na: VI[T!/AA n....
Thl. cl.u.. 1. inlerted pur.u.nt to ExecutivI Order 11701 o! Jlnu.ry 24.
197J .nd the Vletnl= !r. Veter.n. a,'dJu.:.en: A'.i.tlnce Ac:. of 1972
&Dd 1974 (P.L. 92-540, 93-508), .nd 1. 'Ppl1C1ble puraulnt :0.4L~r,
hc. 60- 250.
(1)
Th. Coatrlc:or vill not dl.cri.lnlt. '1Ila.t .ny e.ployee or appllcaat
for e.ploymeat beclu.e he or .he 1. . dl..bled ve:.r.n or veter.a af
the Vietn.. Erl ln rel.rd to .ny po.ition for vhich the '.plDyee Dr
,ppliclat for e.ployaent 1. qUllified. The ContrlctDr 'Iree. to
t.ke .ffiraAtive .ctlon to ..ploy, .dv.nce in ..ployment .nd
ethervi.e tre.t qu.lified di..bled veter.n. .nd veter.a. ef the
Vietala Er. vithout di.cri.in.tlen b..ed upen thelr dl..bllit7 Dr
vete..n. .t.tu. in .11 eapleyment pr.ctice. .uch .. the follovlnll
e.ployment. uPlr.dinl. d.aotion er tr.n.fer. rlcruitaent. .dvartJ.1nl.
l.,eff er terain.tion. r.te. ef p.y er othar feraa ef ceapea.atl...
aad .elactiea for tr.ininl. includial .pprantlca.bip.
(2)
The Centr.cter 'Iree. th.t all .ult.ble aaple,..nt epealal' of tha
Coatr.ctor which .xi.t .t tba t1aaa ef the axacutlon ef thl. coatract
.nd tho.e whlch eccur durlnl tha parferaaace of tbl. ceatr.ct,
lacludlal tho.e net leDer.t.d b, thl. coatr.ct aad lacludlal tho.a
eccurrlal .t .a a.t.bll.haent of tha toBtracter etber.tban the one
vhlrela the ceatr.ct 1. belDI perforaed but aacludlal tbo.e of
ladapeadeat eper.ted corporata affl11atee, .hall be 11.t.d .t an
'Pproprl.te lec.l efflca of tha Stata. a.,le,..nt .erYlce e,.t..
wharela the o~alnl occur.. Th. Contr.ctor furtblr alre.. to
provlde .uch raport. to .uch local efflce relardlnl ..ple,..at
- epenlal' ud hlr.. .. .., be nquired~
Ll.tlal ef .-ple,..nt opaalal' with the ..,le,..at .arvlca .,.t..
pur.u.at te this cl.u.a .h.ll be ..de at laa.t concurraatly wlth tha
u.e ef any othar rlcrult..at aoarca or affort and .hall in"ol". tho
nOrall oblllatlon. whlch attacb te tha placial of a bona flda Job
ordar, lacludlnl tho accaptanca of rafarral. of Yetar.a. aDd
DonVetlr.n.. The 11.tlftl .f ..,107DeBt opoDln.e doe. DGt require
tba blrlal of an, Plrtlcular Job a"llcant or frea any Plrtlealar
,roup of Job a"llcaDt., &ad BOthlDI hlraln 1. iDtaaded to relle..
tha Contractor frea an, re~i""Dt. 1n Eaecutlve Ordar. Dr
rllulatlDa. rll.rolnl nODdl.crl.1Datloa lD e.plO,..Dt.
(4) Tha report. raqulred b7 ,aralraph (2) of thl. clau.a .b.ll lnclude.
but not be 118lt.. to, parlodlc raport. whlch .h.ll be fl1ed at
la..t qu.rt.rly Wlth tba approprlate loc.l offlcl er, vhere tbe
CoDtr'Ctor ha. aer. than on. hlrlDI 10c.tloD 1D . SC.te, Wlth the
c.ntr.l offlca of that Stata ..ple,..Dt 'erYlee. Sucb report.
.hall lndlcata fer each hlriDl loc.tion. :.) the DuaMr of iIId1vltha.h
hlrad durlDI the r.portlnl perlod, Cb) tba D~r of nondi..bl.d
Vlta..D. of the Vi.tna. Era hlr.., Cc) tha nuaber of dl..bled Veter.n.
ef tha Vl.tn.. Er. hire.. and Cd) the total nuabe. of dl..bled .
v.ta..n. hlrld. Th. repert. .hall lnclude Covered Vetcran. hired for
A1TllXA~!VE A~IO~ fO' ~IC~P!O ~o~'S
Thl. cll~.e 1. In.e~ted pu~.ulnt to the Rehlbilitltion Act of 1973
(P.L. 93-112) Ind 41 Cf' Sec. &0-741-4.
(1) The Cont~lctor vlll not dl.cri.inlte ICIln.t Iny e.ployee or
appliclnt for e.ployacnt beca~le of phy.lcll or .ental hlndica,
ln reClrd to any pOlitlon for whlch the e.ploye. or applicant
for e.ploywcnt i. q~aliflld. The Contracto~ IC~.'. to tlk.
affi~tiyt ICtl0n to ..ploy, .dv.nce in ..ployacnt .nd
otht~ilt tr.lt q~llifled h.ndlc.pped 1nd1vld~.11 without
dllcri.iDat1~ ba.ed ~pon the1r phy.ic.l or .ental h.ndicap ln
.11 e.ploywcnt pr.ct1ce. .~ch .. the followinC' e.ployaent.
uPcr.dinc. deaotion or trlnlfer, r.cruit..nt. .dvertlI1nc. l.yoff
or teralnatlon. ratel of payor oth.r foral of ccapenl.tiOD. aod
leleCtion for tr.1n1nc, includiol .pprentiCelhip.
..
...
(2) The Contrlctor acre.. to coaply with the rulel, recu~.tiODI and
reley.nt order. of the Secret.ry of Labor illuld purlu.nt to t~e
Act.
~:.,..
()) In the eyent of the ContraCtOr'1 noncoapliance with tbl rlqu~re-
..ntl of thl1 cl.UI., actlonl for noncoapliance ..y ~ taken i.
accord.nce wlth the rulel, resulationl and rel.yant ord.rl of tb.
S.cret.ry of Labor illuld purlueat to tbe ACt.
(4) The Contractor 'Irl.1 to ,nIt in conl,iCUOUI ,lac... .Yail.~l. to
e.ploy..1 .nd .ppllc.ntl for ca,lo,.-nt. notic.1 in . fora to ~
,r.lcrib.d by the Dir.ctor, ,rovld.d by or tbroulh thl contracti.1
offlcer. Such OOtiC.I Ihall Itat. the contraCtOr'1 oblil.tiGB ....r
_the law to t.k. afflreati.. actioa to ~107 aDd .dvanc. in ..,l.,.o.t
qualifl.d h.ndic.,ped ..,loy..1 and a,pliCaDtl for ..,lo,...t, ... t~
rllhtl of .p,llcantl and ..,loy....
...
-
(5) Th. Contractor vl11 oOtlfy .acb 1.~r uoloa or ra,ral.nt.tl.. of
vorkerl wlth whlcb lt b.1 . coll.cti.. ~ar.aloiol .ar....Ot or othor
contr.ct yadarlt.ndlol. that tho Contractor i. boYDd ~y tho t.~ of
S.ction 503 of the a.habllitatioa Act of 1'73. and i. c~ltt.d to
take affireatl.. aCtloa to ..,107 aDd ad.aoc. in ..,lo,...t ,byaieallY
and ..otally baodlc.,ped iadivt'uall.
...
(6) Th. Contr.ctor vll1 includ. the ,rovillonl of tbll claua. 10 .ver,
.ubcontr.ct or ,urcbal. ord.r of $2,'00.00 or 8Dra aDl... ....,t..
by rul.l. r.cul.tlon. or ord.r. of the S.cr.t'fT i..u.d puraua.t to
S.Ctlon 503 of the Act, 10 that ouch ,rovlllonl wlll be blB4ial upon
..ch Subcontractor or vlndor. The Contractor viII t.k. luch aetiOD
with r..pect to any aubcontr.ct or ,urehal. or..r al the Director of
the Offlce of ,...r.l Contr.ct eo.pllaoce 'rolr... .., .ir.et to
enforce .uch provilioo., ineludiftl aetlOD for oODcoapll.nc&.
ATTIlXA'l'Ivt A~ION TOR OIS.U:.c VE':tRJJlS
hie 2 ef 3
(4) (eeftt'd'
eft-the- job traininc under 38 tlse SIC. paL The eontrutor .h,ll
aub.it I report wIthin thirty (30) dlya .Iter the end of elch
report!nc period wherein Iny perfo~nce i. ..de en thia contr.ct
identllyine d,t. ler e,ch hirinl lec.tion. The Contr.ctor .h.ll
.Iint.ln It e.ch hirinl locltien. cople. 01 the repert. .ub.l~tld
until the explrlt~on ef one YI.r .feer flnll p'Y81nt under thl
centrlct, durine vhlch ti.e the.e reporta .nd rel.ted aocu..ntltlOD
.hlll be ..de ..,ll.ble, upon reque.t, fer ex..ln.tlen by .n,
.uthori.ea repreaent.tive. of the contrlctlnl efflclr er of tbl
Slcretlry of Labor. Oocuaent.tlon vould lncludl per.onnel rlcord.
re.pectinl Job openinla, recrultaeat and placl..nt.
(5) Whenever the Contr.ctor blco.e. contractually bovnd to tbe 11.tinl
provl.iona of thla clau.e, It .hall advl.e the I.ployacnt .ervlce
.,ate. In ..ch Stlte vhere It ~. ..tabll.h8cnt. of thl aaae .ad
loc.tlon ef ..ch blrlnl loc.tlon la the St.ce. A. lonl .a the
Contr.ctor 1. cODtr.ctually bound to the.e provl.lon. aDd ha. .0
.dvl..d the St.te .y.t.., there 1. no ne.a to .dvl.. the State
.y.te. of .ub.equeat cODtr.ct.. The Contractor .., .dvl.. tb. St.t.
.yat.. vhen It 1. DO 1encer bouad b, thl. contract clau...
(6) Thl. cl.u.e doe. not .pply to the 11.tlDI of ..pl~nt opeai~,.
vhlch occur and .r. filled out.:de ef tbl 50 St.tl., tbe Di.trict
of Celuabla, Puerto lico, Cuaa aDd tbe Vlrlln l.llftd..
(7) The provl.10B. of ,.r.,ra,h. (2), (3), (4) aDd (5) ef tbl. cl....
do not .,pl, to openla,. which thl Centr.ctor prope... to fill fr..
vltbla hi. CVD orlanl&&tlon or to fill pur'ulDt to . cu.toeary ..4
tndlt1ll'11aI .ployer - nlO11 birllll arraal__lIt. nth e.dll.tOD
doe. aot ."ly te . partlcul.r epcaial OIIce CD ..,loy.r dlcid.. to
con.lder .ppllclDt. out.ld. of bi. ~ orlanl&&tlvn or ..,loy.r _
ualO11 an.a,._nt for that opellia,.
CI) .. u..d In tbi. cl.....
e.) "All .uitable -.plor-at openln,." ilcludl', b.t 1. not ltait..
to, epcain,. which occur In tbl follOV1n, JOb catllorl... .
production .nd nonproauction; pl.nt aad offiCI; l.borer. all4
..chanlc.; .uperrllof'Y .na non.upenllory; t.chaical; .~.
ex.cutlve, ...lni.tr.tl.1 .nd prefl..10D&1 openln,. .. .re
c~n..ted OB . .alary b..i. of 1... tb.a 125,000 per ,.ar.
Thl. tera iIlClud.. full-tt.. -.plor-nt, teapor.ry aa,lo,.eat
of acrl th.1I thr.. (3) d.y. dar.tlOD, .lId part-tt.. ..,lo,...c.
It doe. lIet lac Iud. opcninl' Which the Coatr.ctor propo... to
fill fr.. Vlthin hi. ~ orl.llil.tlOD or to fill pur.Il'.t to .
cu.t...ry .ad tr.dition.l ..ploYlr - union hirllll .rr.BI.....C
aor Opcnln,l In .n .duc.tlOD&l in.tltatlon whlch .re r..trlcc.4
to .tudlftt. of tb.t In.tltution. ODd.r tbl eo.t c~lllD&
circua.t.nc.. .n ewploya.nt opanlnl 8&Y not be .uit.bl. for
11.tinl, includlnl 'uch .ituatiOB. where the ...d. af Cogera.eat
AFTIVlATIVt: AC!IOll TO' OISAB:'EO vETUAMS
Pa.. 3 of 3
(Il (Cont'd)
(b) "ApproprUu office of the Stue e.ploYllent urvlce aylte.."
.e.na the loc.l office of the Tederll - Stlte nltlonal .y.te.
of publiC e.plo~at offlce. vlth I..i,ned re.pon.lbl1ity for
.ervin. the Irea vhere the e.ployacnt openine i. to be fill.d,
lncludine the Di.trlct of Coluabi.. Cua.. Puerto ~lco and the
Vlreln hland..
".",
(d "Op.nln.' vb1ch the Contractor propo... to fill froa V1thl1l h1l
DVIl or.anU&tlon" _an. ..plo",lIt openh.' for vblch 110
coniid.ratlon vl11 be 11v.1I to per.oll. out.ld. the CODtractor'.
or.allllatloll (lI1Cludill, .IIY affillat.., .ub.ldlarl.. and th.
par.llt cDllp.ni..) and lnclud.. .IIY open In.. vbicb ch. CODcr.ccor
propo... to Ull froa rtlUlarly ..t.bU.h.d "recall" U.u.
M'
(d) "OJIClllne. vhlch che Contr.ctor propo... to Ull punuanc to ·
cu.toaary and tradlcional e.ployer - ulllon hlrl1l1 .rralll._IlC-
..an. e.,lo~nt opellill" vblch che COlltractor propo..' co fill
froe unlO1l hall., vhlch i. part of ch. cu.toaary alld tradlcional
hlrinl relatioll.hlp vblch .zi.t. betve'll the Contr.ctor .lId
r.pr...ntati.e. of hl. w.ploy....
_.
(9) Th. COIltr.ctor 'Ir... to coaply vitb the rvl.., relUl.tiOD. .Ild
r.le.allt ord.r. of the s.cret.ry of ~bor 1..u.d r~r'U&Dt co tbe Act.
(10) III tbe ....t of the Cancractor'. aCllcoapliallc' vitb tb. reqair....t.
of thi. clau.., .ctioa. for aoacoapli.ac. II&Y be t.kea 111 .ccord..ce
vith tb. rul.., r...l.tioa. aad rellyallt ord.r. of tb. s.cr.tary .f
~bor i..uld purau.at co the Act.
~,
(11) Th. COlltractor acrl.a to po,c 10 cOll.plcvou. plac.., ..al1abl. to
..ploy.e. .ad appllcaDt. for ..,lo,..ac, .OClca. 1A . fora to he
pr..crlb.d by tba Director, provld.d by or thrwuCh tb. coacr.ctlftl
offlcer. Such .otlc.. .hall ac.c. che Coatractor'a obllcacloa UDd.r
the lav to c.k. .fflTDAC1" .ctlOD to ..,loy ..d .....c. 1A
..ploTSlIlC ~llfl.d dl..bl.d vat.r... ... ..t.r.a. of the Yietll"
Era for ..plora-at, aDd the rlcht. of .ppllca.t. aad ..,loy....
(12) The Concractor viII Ilocify ..cb l.bor ollioa or repr...acati.. of
work.r. vlch vbich lC ba. . coll.ccive b.rlaillln. .Cr.....c Of other
contr.ct under.tandll1', chat the Concra~of i. bound by the cerlll of
cb. Vleca.. Era V.c.rall" aa.dju.t..ac ...i.c.aca Acc, aDd i. c~ct.d
co cake affirllAcl.e acciOD CD ..,loy a.d .d.aac. la ..plora-Dt ~11fl..
d1.ablad ..tera.. ..d Vlc.raD. of the Y1et... Ira.
(13) The Coacraccor viII iDClu.. th. provi.ioa. of chi. clau.. ill ...~
.ubcOllcract or purch... ordar of $10,000 Dr sare ulllel. ....,ca. b7
rule., r'lUlacion. or or.ar. of the Socracary i..uad pur.uaac to tbe
Act, .0 chac .uch ,rovilioa. viii be bi..iDl upDD .ach .ubcoacraCtor or
..ador. The COIlcr.ccor viII take lucb accioa vlth r..pect to aft7
aubcoacr.ct or purcha.. order .. the Dir.ccor of the Offlc. of ,..er.1
Contract Coaplianc. 'rolr... ..y dlrect to ..forc. .och provl.ioa..
11lcludl111 .ctloa for .000co.pliaac..
IV
BONDING & INSURANCE
REQUIREMENTS
FORM OF BID BOND
KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned,
as Principal, and
as Surety, are hereby and
firmly bound unto the City of San Bernardino , State of California, hereinafter referred to as "Obligee" in the
penal sum of ten percent (10%) of the total amount of the bid of the Principal submitted to the Obligee for the work
described below, for the payment of which sum we hereby jointly and severally bind ourselves, our heirs, executors,
administrators, successors and assigns.
THE CONDITION OF THIS OBLIGATION IS SUCH, THAT:
WHEREAS, the Principal has submitted to Obligee, a certain Bid, attached hereto and hereby made a part hereof to enter
into a contract in writing, for the
( Copy here the exact title description of work, including location as it appears on the bid documents)
for which bids are to be opened on
( Insert date of opening)
NOW, THEREFORE,
a. If said Bid shall be rejected, or in the alternate,
b. If said Bid shall be accepted and the Principal shall execute a contract
in the Form of contract attached hereto ( properly completed in accordance with said Bid)
and shall furnish a bond for his faithful performance of said contract,
and shall in all other respects perform the agreement created by the acceptance of said Bid,
then this obligation shall be void; otherwise, the same shall remain in force and effect; it being expressly understood and
agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this
obligation as herein stated.
The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no
way impaired or affected by any extension of the time within which the Obligee may accept such Bid; and said Surety does
hereby waive notice of any such extension.
Signed, this
day of
, 20
IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are
corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers,
the day and year first mentioned.
(SEAL)
(SEAL)
Principal
Surety
By:
By:
Signature
Signatllre
Printed Name and Title
Printed Name and Title
NOTE: Notarization of Principal and Surety signatures and Power of Attorney of the Surety shall accompany this form.
FORM OF PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS: That we
a
hereinafter called .. Principal" and , State of
hereinafter called the "Surety" . are held and firmly bound unto
, hereinafter called "Owner", in the penal sum of
Dollars ( $ ) in lawful money of these
United States. for the payment of which sum well and truly to be made, we bind ourselves, our
heirs, executors, administrators and successors, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a
certain contract with the Owner, dated the day of , 20 _, a
copy of which is hereto attached and made a part hereof for the construction of:
NOW. THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all
undertakings, covenants, terms, conditions, and agreements of said contract during the original
term thereof. and any extensions thereof which may be granted by the Owner, with or without
notice to the Surety. and if he shall satisfy all claims and demands incurred under such contract,
and shall fully indemnify and save harmless the Owner from all costs and damages which it may
suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and
expense which the owner may incur in making good any default, then this obligation shall be
void; otherwise to remain in full force and effect.
PROVIDED, FURTHER, that the said Surety, for value received hereby stipulates and agrees
that no change, extension of time, alteration or addition to the terms of the contract or to the
work to be performed thereunder or the specifications accompanying the same shall in anywise
affect its obligation on this bond, and it does hereby waive notice of any such change, extension
of time, alteration or addition to the terms of the contract or to the work or to the specifications. ,
PROVIDED, FURTHER, that no final settlement between the Ow.ner and the Contractor shall
abridge the right of any beneficiary hereunder, whose claim may be unsatisfied.
IN WITNESS WHEREOF, this instrument is executed in six (6) counterparts, each one of
which shall be deemed an original, this the day of , 20
ATTEST:
Principal
Secretary of Principal
(SeaL)
By
Signature
Address
Witness as to Principal
Address
Surety
A TrEST:
Secretary of Surety
(Seal)
By
Attorney-In-Fact
Address
Witness as to Surety
Address
NOTE: Date of Bond must not be prior to date of Contract.
FORM OF LABOR AND MATERIALS BOND
KNOW ALL MEN BY THESE PRESENTS: That we
a
hereinafter called "Principal" and , State of
hereinafter called the "Surety", are held and firmly bound unto
, hereinafter called "Owner", in the penal sum of
Dollars ( $ ) in lawful money of these
United States, for the payment of which sum well and truly to be made, we bind ourselves, our.
heirs, executors, administrators and successors, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a
certain contract with the Owner, dated the day of , 20 , a
copy of which is hereto attached and made a part hereof for the construction of:
NOW, THEREFORE, if the Principal shall promptly make payment to all persons, firms,
subcontractors, and corporations furnishing materials for or performing labor in the prosecution
of the work provided for in such contract, and any authorized extension or modification thereof,
including all amounts due for materials, lubricants, oil. gasoline, coal and coke, repairs on
machines, equipment and tools, consumed or used in connection with the construction of such
work, and all insurance premiums on said work, and for all labor, performed in such work
whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in
full force and effect.
PROVIDED, FURTHER, that the said Surety, for value received hereby stipulates and agrees
that no change, extension of time, alteration or addition to the terms of the contract or to the
work to be performed thereunder or the specifications accompanying the same shall in anywis~
affect its obligation on this bond, and it does hereby waive notice of any such change, extension
of time, alteration or addition to the terms of the contract or to the work or to the specifications.
PROVIDED, FURTHER, that no final settlement between the Owner and the Contractor shall
abridge the right of any beneficiary hereunder, whose claim may be unsatisfied.
IN WITNESS WHEREOF, this instrument is executed in six (6) counterparts, each one of
which shall be deemed an original, this the day of , 20 _
ATTEST:
Secretary of Principal
(Seal)
Witness as to Principal
Address
ATTEST:
Secretary of Surety
(Seal)
Witness as to Surety
Address
Principal
By
Signature
Address
Surety
By
Attorney-In-Fact
Address
COMMERCIAL GENERAL LIABILITY
NAMED INSURED:
POLICY NUMBER:
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY
ADDITIONAL INSURED ---- OWNERS, LESSES OR
CONTRACTORS (FORM B)
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART-OCCURRENCE
SCHEDULE
NAME OF PERSON OR ORGANIZATION:
CITY OF SAN BERNARDINO
DEVELOPMENT SERVICES/PUBLIC WORKS
300 NORTH "0" STREET
SAN BERNARDINO, CA 92418-0001
SAMPLE ONLY
(If no entry appears above, information required to complete this endorsement will be shown in the
Declarations as applicable to this endorsement.)
WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown
in the Schedule, but only with respect to liability arising out of "your work" for that insured by or for you.
NOTE: MUST BE SIGEND BY AUTHORIZED REPRESENTATIVE FOR PROVIDER.
SUPPLY POWER OF ATTORNEY GIVING AUTHORITY TO BIND
CG 20 10 11 85
Authorized Representative for
CNA Insurance Group
Golden Eagle Insurance Company
v
SUPPLEMENTAL
GENERAL CONDITIONS
INDEX
SUPPLEMENTAL GENERAL CONDITIONS
SUBJECT
ARTICLE
SUPPLEMENTS
ENUMERATIONS OF PLANS, SPECIFICATIONS AND ADDENDA 2
STATED ALLOWANCES 3
SPECIAL HAZARDS 4
PUBLIC LIABILITY, VEHICLE LIABILITY AND PROPERTY DAMAGE INSURANCE 5
BUILDER'S RISK INSURANCE 6
SCHEDULE OF PERMIT FEES 7
ENERGY POLICY AND CONSERVATION ACT 8
COPIES OF DOCUMENTS FURNISHED TO THE CONTRACTOR 9
DISPOSAL OF EXCESS EXCAVATED OR REMOVED MATERIAL 10
ACCESS TO CONTRACTOR'S RECORDS 11
SUPPLEMENTAL GENERAL CONDITIONS
/
ARTICLE 1: SUPPLEMENTS
The following supplements modifY, change, delete from or add to the "General Conditions", Where any article
of the General Conditions is modified or any paragraph, subparagraph, or clause thereof is modified or deleted
by these supplements, the unaltered provision of that article, paragraph, subparagraph, or clause shall remain in
effect.
ARTICLE 2: ENUMERATION OF PLANS, SPECIFICATIONS AND ADDENDA
Following are the Plans, Specifications, and Addenda which form a part of this contract, as set forth in
Paragraph 1 of the General Conditions, "Contract and Contract Documents":
A. Plans
Project
Number
No. of
Sheets
Title
RFQ F-07-17
17
Perris Hill Senior Center Expansion
780 East 21st Street
San Bernardino
B. Specifications
Title
BID AND CONTRACT DOCUMENTS
Bidding Requirements and Contract Forms
General Conditions
Supplemental General Conditions
Detail Drawings and Sections
C. Addenda
NO.1
Date:
No.2
Date:
No.3
Date:
No.4
Date:
ARTICLE 3: STATED ALLOWANCES
NONE
ARTICLE 4: SPECIAL HAZARDS
UNKNOWN
ARTICLE 5: CONTRACTOR'S AND SUBCONTRACTOR'S PUBLIC LIABILITY,
VEHICLE LIABILITY, AND PROPERTY DAMAGE INSURANCE
A. The Contractor's attention is directed to Section 7-3, "Liability Insurance", of the Standard
Specifications, providing that the Contractor shall furnish the City with a policy or certificate of
liability insurance as prescribed therein, prior to execution of the contract. The Insurance
Policy shall name the City of San Bernardino as additionally insured. The endorsement shall
be provided by/or agent of the insurance company and shall be notarized to that effect.
ACCORD Forms are not acceptable nor are forms signed by the broker, unless they have
Power of Attorney to bind the insurance provider. (See attached sample forms.)
Following is the required minimum limits of insurance:
Bodily Injury............$250,000 each person
$500,000 each occurrence
$500,000 aggregate products and
completed operations
Property Damage.......$100,000 each occurrence
$250,000 aggregate
A combined single-limit policy with aggregate limits in the amount of $2,000,000.00 will be
considered equivalent to the required minimum limits.
The Contractor shall either (I) require each of his subcontractors to procure and to maintain
during the life of his subcontractor, subcontractor's Public Liability and Property Damage of
the type and in the same amounts as specified in the preceding paragraph, or (2) insure the
activities of his subcontractor in his own policy.
B. WORKER'S COMPENSATION INSURANCE -- The Contractor's attention is directed to
Section 7-4, "Worker's Compensation Insurance", of the Standard Specifications, providing that
the Contractor shall file a signed Certification Certificate of Worker's Compensation Insurance
before execution of the contract.
ARTICLE 6: BUILDER'S RISK INSURANCE (FIRE AND EXTENDED COVERAGE)
The Contractor shall secure and maintain in force a Builder's Risk Insurance Policy in the amount of the
contract price of all buildings that are included in the contract award during the life of this contract. A
copy of the Builder's Risk Insurance shall be furnished to the City of the Contractor.
The Contractor will provide Builder's Risk "All Risk" Insurance, in an amount not less than the contract
award amount, naming the City and the consultant as additional insureds.
ARTICLE 7: SCHEDULE OF PERMIT FEES
The General Contractor shall procure and pay for the Building Plan Check and Building Permit. The
Contractor shall include-an allowance of --=!!:...... in his bid to cover the Plan Check and Building Permit
Fee, which includes the permits for electrical, plumbing, and heating and air conditioning. Following
is a breakdown of the Permit Fees.
Street Cut Fees (Sewer, Electric, Gas) $
Plan Check......................................... $
Building Permi!................................... $ N
ElectriclPlumbingIH.V. & A.C............. $ 0
Storm Drain........................................ $ N
Sewer Capacity................................... $ E
Sewer Connection..........................".... $
Strong Motion..................................... $
The Contractor shall obtain a City Business Registration prior to execution of the Contract.
ARTICLE 8: ENERGY POLICY AND CONSERVATION ACT
This Contract recognizes the mandatory standards and policies relating to energy efficiency which are
contained in the State Energy Conservation Plan issued in compliance with the Energy Policy and
Conservation Act (P.L. 94-163) as set forth in Division 15 of the Public Resources Code of the State of
California.
ARTICLE 9: COPIES OF DOCUMENTS FURNISHED THE CONTRACTOR
The Owner will furnish to the Contractor as a free issue in addition to the signed contract set and as-
built set, sufficient sets of the drawings and Specifications forming a part of the Contract Documents,
and three (3) copies of such supplementary detail drawings as may be subsequently issued.
ARTICLE 10: DISPOSAL OF EXCESS EXCA V A TED OR REMOVED MATERIALS
Unless otherwise specified, all excess excavated or removed material shall become the property of the
Contractor and shall be disposed of by him away from the site of the work. Any costs involved in such
disposal shall be absorbed by the contract lump sum payment, and no additional compensation will be
allowed therefor.
Any salvage value of removed improvements of whatever nature shall be considered by the Contractor
in preparing his bid, unless otherwise specified.
ARTICLE 11: ACCESS TO CONTRACTOR'S RECORDS
The Contractor shall retain all records, books, papers, and documents directly pertinent to the specific
contract for a period of not less than 3 years and allow access to said records by the grantee,
subgrantee, the Comptroller General of the United States, or any duly authorized representatives.
VI
U. S. D E PAR T MEN T OF H 0 U SIN G
AND
URBAN DEVELOPMENT
STANDARDS OF CONDUCT
glllel .r l..,....r W...ral
~----
S t A . D A IDS
o p
CO. Due t
C D J C I I C 1 P 1 I . t s
1 . t I 0 D D C T 1 0 .
El.ct.d offlcl.ll, ..ploY"1 of Ce..unity D.y.lo~nt Ilock Cr.nt
r.cipl.ntl .nd contr.cterl arl thel. re'pon.lbl. for .d.inl.t.rlnl tho
Intltleaent prolr.. .nd .r. .lle relpenlibl. for tho prolr.al lnt"ricy.
Follovinl lound bUIlnel1 pr.ctlce., prelcrlb.d Itlndardl of cenduct and
HUD requir...ntl viII not only pret.cc HUD Ir.nt fundi but .110 thol.
vho Idainl.c.r tho prolr...
, 0 I , 0 S I
Thl. notlc. provld.. inforaGtlon on .pecific Ictlviti.. thlt Y.u au.t
Iyoid Ind id.ntlfi.. k.y HUD r.quir.aencI tbat ault b. "c. Th. ,rohibit.d
Ictivlcl.. lilt.d h.r. rlfl.ct probl.. Ir.al chic hlWl ,ott.n block Ir.at
r..i,l.ntl into trouble in tho pa.c. The ,urpo.. of chi. flyer 1. to
pr.v.nt frlud Ind prolr.. abu.. by aI.rtin. k.y officii 1. to the.. probI...
ah.ld of t18o.
AOTIOIIT111
Th. portinent I~ Ind r'aulltion. that ap,l, to tb. COle IatitI"'Gt
prolr.. that ,OU .bould hav. copi.. of ar..
· Rou.inl Iftd Coaaunit, >>oy.lo,..nt Act of 1'74 a. -.-nd.d in 1'13.
· C-..unit, >>Ovolo,..nt Ilock Crant "~I.tiOD. (Z4cra '"rt 570).
If you do not bavo copi.. of th..e r.~air""t. or a..d farth.r
inforaGtion, ContlCt your locll IUD offic..
'Ioe.,. .lq'I.....~. A'. '.O.Illt..
ACT I Y 1 t 1 I .
1. Costlict .f Iat.r..t
COIG lcaur.tiODI (24CFl, '.rt 570.611) probibit conflict. of iat.r..t.
'or In, COle Ictiyiti.. und.r ,our control or influ.nc. 'OU Ma, Jot.
.. Obtlln por.onal or flnancill int.r..t or ben.flt. includinl eo.oy,
flyor., Irltuiti.., .nt.rtlla.ont or In,thlnl of Yllu. thlt ai,bt be
int.rpr.t.d II coaflict of intor..t.
b. Obt.ln · dir.ct or indir.ct iat.r.at ia an, CODtract, .ubconerlcl or
.Ir....ne for .n, COle .ctiYit,. Tbil Prohibition oKt.adl to cODeracta
in which ,our 'POUI., aiaor cbi1d, ..,.Gd..t or bu.i.... ""oci"t. ..,
hlY' perlonal or fi.lncil1 i.e.r.lt. fbi. probibition .Kt..d. for I
poriod of on. ,..r .fter ,ou 1.lv, ,our po.ieion wieh I CDIe IctlYit, or
prolr...
.
-1-
nAJll)"lIlS or COI!tlIlC'T
'I.a 2 of J
c. BUD ..y .rlnt In esceptlon to thl. confllct of lotere.t proyl.lon if
lt deteraine. that luch In exceptlon vl11 enhlnce the effectlYlne..
of tha CDle proJle:. lequeltl for .ueh esceptlon. SUit be ..de ln
vrltln. to the local KUD offlee.
2. 'rocur....t aod CoDtrlctl.,
OKI ClrcQlar A-l02. Unlfarn lequlre..nt. far "..l.tlncl to State Ind
Lacll Coyern..nt.. AttaehDCnt 0, appl1e. to the CDIG prorrl.. It proYld.1
thlt YOQ ~y Mot en.are ln any of th~ fallavln. prlctleel in YOQr
pro~Qr...nt Ind cantr.et ad.lnlltrltlon:
a. ClrcU8V.ot co.,.tltl.e biddln, reqQlre..ot. b,:
_ fll110, to Id..rtl.. for ..al.. ~ld. or .011~lttDl propo.al. a.d
.....10' In nane..,.tltl.a ...otl.tion;
_ fal1lo, to U'I a.tabl1.had e.aluatlOD crltaria 1. na.oti.ti...,
_ .pllttln. bidl b, br..kln. dOWD ~Ofttr.ct. 10to ...11 part. 10 'chat
purchl.a ordar prac.dur.. can be u..d except to ..at Kl.ority/V....
lu.lna.. lotarprl.a .oal.;
_ f..orlo. or proYldlo. a c~titl.. ad.aota.1 to auy Oftl fira Dr
iodlvidual ;
. ldlotlf,lo. the ftA... of tho.a i..itld to ~i.; aDd
. preparlo, flctltlou. bld. to .t.ulat. c..,.tltiDa.
'.
b. 'all to adhlre to contract a.ar. r.qulr....t. ~'1
. aIlovln. l.cI..lve pricI char.e.,
. a.ardi.. CDatract. to och.r chan tho low blddlr v1thoat ado(Uat.
Ju.tifleation; aod
. acel,tlo, a bld that doe. sot contaln a ,rica for III It... or
larviel. 10cludld 1. the l..itacion to lid fora.
c. FaU to verify cntnce..l u. ,ro.r_ct.c C..,U.'.CI b, c..naceon
b"
_ aachorl&in. ,.,...t lor work .oc c..,loc.d,
_ fal.if,is. 1....ctl.. r.port.,
-.alt.rl.. concractor iD_lco., ...
. ailu.iBl aodlfleation or chan,. ord.r..
CDte r'rulatiDa' .tat. that ,ou ftu.t .ot.
VI' lir.- a" i.divldu.ll on JUD'. Coeaolid.t.d ~i.t of Deb.rred,
Su....d.. a.d i.lll.ibl. Contractor. a.d Cr..c....
3. rlaaclal ....._t ... lacoriSaa 17II.c_
You Ku.t c..,ly wlth tha lollowi.. r.quir...nt. of OKI Circular A-10l,
AttaclaMlltl C, C. a.. CIte nlll1aU....
You Ku.t.
a. 1.tabli.h 1.tarDAl c..crol. co .ar'cY'rd ca.b, i....tory a"
oqui,..nt.
rl'. J .1 ~
b. I,clbll.h . .,.cl.1 l.d,.r .ccoynC for .11 enl' .001.',
c. Kalnc.ln fln.nclal r.cord. lnclyd1nl:
. . r'll.c.r of c..h r.c.lpc. .nd di.byr....nc.;
. . r.cord of all Donc..h cr.n"cClon.;
. I.n.r.l l.dl.r to .hov ChI 'C'Cy. of .,ch CDle .ccoync;
. . fla.d 'CCOYDC l.d..r, .nd
. . r.cord of 1YDP-'Y8 dr,vdovn., Tr...ury ch.ck. r.c.iv.d .nd
b.lloc.. of 'ld.rl1 fund..
d. [n.ur. ch.t you ..iat.la f1n.nc1.1 r.cord.. rla.ncla1 r.cord. .ad fl1..
~.c b. ..lac.ln.d for thr.. y..r..
.. U.. lac... ,.n.r.t.d fr~ Ir.ot Ict1vltl.. for oth.r .11,lbl. Ictl.1tl...
f. .11.. ru,r.. lnc_ before duvla, addlthnd ,uot fuod. CD ,..y for
Ill..lbl. ,ro,r.. .........
You Mu.t Mot dr.v dova acr. fund. th.n .r. n..d.d for ,our COle .ctl.ltl..
.Dd tho.. of .u.'r.Dt....
4. Coac All....l11ty
'~'.
. You Mu.t coop1, vich OKI Circullr A-17. eo.t 'rlnci,l.. for Sc.t. aad Local
eo-~.ta. lOll Ma, Mac .peed CZlIC h.d. OD b.U,nl.. .cU91U..
ladudl.,.
a. la...... r.qulr.d co carry ouc tho rerul.r r..poa.l.illtle. of c..
,...rll local ,oywraa.at.
b. '.rtl... polltlcal act191tl.. (..,.. coatr~~tloal c...rd po11clcal
c..,.l.... Yat.r r.,l.tratln or ~ldlt. foraaa).
CDae r.rulltlOD' .tat. tblc Yo8 Mu~c "t,
11.. CDIC fllftd. to a..ht ,",Udlo" ..od for tho ,neral cOllducc of
,ov.~st (..,.. clcy halll. CODat, odatal.tr.tln "lldlo,.. otc.).
5. Pncr- IlaaJ.torilla
aKa Clrcular A-102. Att.c....c I. .t.t.. that yoo Mu.t coa.tIDtl, ...lter
ch. parfo~sc. of ,rl.t-.up,orced .ccl.ltl.. co ...ura that c1ae
.clldu1.. .re bodn. Mt. project'" _rk _U. b, c1ae pariN. Ira Mlq'
.ccoopll.h.d. lad oth.r parforoasc. ,..I. .ra Mla, Icbl...d.
SaD .UI,..t. tb.t ,ou.
I. la., r.cord. of your ....It. 91.1t. to "'crIDt... .od Cootr.ctor..
.. Pllc. ...cl.1 ."~.1. oa your aoaltorlDI of tb. bl'....e rl.k
.u.r.cl,l.se. .ad coatr.ctor..
.. -.
~~.. a ,u..tln ....t I .paclflC .1t..tloo
.~.l'llle,. coat.Ct your local IUD Offlc..
.0...
~rl. IllS