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'CIlY OF SAN BERNARDINO - REQUEST FOR COUNCIL ACTION
From: Lynn Merrill, Director
Dept: Public Services 0 R / C j' :: A L
Date: April 18, 2001
Subject: A resolution authorizing the execution of
a purchase order betWeen the City of San Bernardino and
Holland-Lowe Construction, Inc. for pavement repairs
on Waterman Avenue between Ninth Street and Baseline
Street; pavement resurfacing on portions of Lynwood
Way, Pacific Avenue and Perris Hill Road
Council Meeting Date: May 21,2001
Synopsis of Previous Council Action
Recommended Motion:
Adopt Resolution
~~
Lynn Merrill
Contact person:
Lynn Merrill, Director
Phone:
384-5140
Supporting data attached:
Ward:
All
FUNDING REQUIREMENTS:
Amount:
$173,362.29
Source:
001-402-5502
Contractual Services
001-402-5005
Other Professional Services
Finance
Council Notes:
Agenda Item No,~
51 Lllol
"
CITY OF SAN BERNARDINO - REQUEST FOR COUNCIL ACTION
STAFF REPORT
SUBJECT
A resolution authorizing the execution of a purchase order between the City of San Bernardino and
Holland-Lowe Construction, Inc. for pavement repairs on Waterman Avenue between Ninth Street and
Baseline Street; pavement resurfacing on portions of Lynwood Way, Pacific Avenue and Perris Hill
Road.
BACKGROUND
On March 13, 2001, a formal bid process was initiated to solicit bids for removal and replacement of
50,721 square feet of failing street pavement on Waterman Avenue, between Ninth Street and Baseline
Street and a second project that includes the resurfacing of portions of Perris Hill Road near Pacific
Avenue; Lynwood Way, Byron to Amanda and Pacific Avenue Arden to VaIana. The Request for
Quote, Bid Number F-Ol-61 was advertised in the Sun Newspaper, the San Bernardino Area Chamber
of Commerce, and the City's Web Site. Bid packages were sent to ten (10) contractors. Two bids were
received, both from local San Bernardino contractors. The results are as follows:
Bid Results of Project Area 1
Waterman Avenue, Ninth Street to Baseline Street
CONTRACTOR. CITY DESCRIPTION UNITS UNIT TOTAL
PRICE PRICE
Holland-Lowe San Remove and replace 50,721 sq ft $ 2.45 $124,266.45
Construction Inc. Bernardino Asohalt / Concrete
Northbound Loops 1 complete $2,500.00 $ 2,500.00
set
Southbound Loops 1 complete $2,140.00 $ 2,140.00
set
TOTAL $128,906.45
Avila Construction San Remove and replace 50,721 sq ft $ 3.75 $190,203.75
Inc. Bernardino AsDhalt / Concrete
Northbound Loops 1 complete $2,500.00 $ 2,500.00
set
Southbound Loops 1 complete $2,500.00 $ 2,500.00
set
TOTAL $195,203.75
Bid Results of Project Area 2
Overlay portions of Lynwood, Pacific and Perris Hill
CONTRACTOR CITY DESCRIPTION UNITS UNIT TOTAL
PRICE PRICE ,
Holland-Lowe San Bernardino A.C. 1" Overlay 85,492 sq ft $0.52 $44,455.84
Construction Inc
TOTAL $44,455.84
Avila San Bernardino A.C. 1"Overlay 85,492 sq ft $0.75 $64,119.00
Construction Ine.
TOTAL $64,119.00
Based on the total lowest price for completing work in Area 1 for $128,906.45 and $44,455.84 for work
in Area 2, the recommended lowest and best qualified vendor for both of these projects is Holland-
Lowe Construction, Inc. of San Bernardino. Holland-Lowe has completed several projects for the City
and staff has determined that Holland-Lowe is qualified to perform the work in these projects. The
Public Services Department is, therefore, requesting the Purchasing Manager be authorized to issue a
purchase order to Holland-Lowe ConstrUction, Inc. in an amount not to exceed $173,362.29. Work for
each project would commence no later than thirty (30) days after approval and would be completed
within fifteen (15) days after each commencement.
Project Area 1 involves removal of failed sections of pavement substmcture. As part of the $1.6
million infrastructure grant recently announced by the City Engineer, Waterman Avenue will receive an
overlay and edge milling at an estimated cost of $200,000 to complete the long term reconstrUction of
Waterman Avenue.
Copies of the Request for Quote Bid Number F-01-61, the bid package submitted by Holland-Lowe,
area maps for both proposed areas of repair and photographs of the existing pavement are included.
FINANCIAL IMPACT
Staff budgeted $100,000 in FYoo-01 Public Services budget for pavement repairs within Account No.
001-402-5502, Contractual services, and $141,000 in Account No. 001-402-5505, Other professional
services. An additional amount of $80,000 was canied over from FY99-00 to FYoo-01 for similar work
and is available in Account No. 001-402-5505.
RECOMMENDATION
Adopt resolution.
-
(Newspaper Advertisement)
March 13, 2001
SUBJEer: NOTICE INVfI'Il\l:G BIDS (RFO) F-Ol-61
The City of San Bernardino (City) invites bids from qualified vendors for:
Asphalt Repairs - Various Locations
Parties interested in obtaining a copy of this RFQ F-01..61 may do so by faxing their request to
(909) 384-5043, attention Sheila A Futch Please include the following information in your
request: name and address of firm; name, telephone and facsimile number of contact person;
specify RFQ F-01-61.
Copies of the RFQ may also be obtained byca11ing Sheila A Futch at (909) 384-5085 or in
person at City Hall, 300 N. liD" St., 4th floor, San Bernardino, CA 92418.
Oosing Date: Bids must be submitted at or before 3:00 p.m., PST, April 9, 2001 at the address
listed above.
Issuance of this RFQ and/or receipt of bids does not commit City to award a contract.
ct~&.
David Batson
Purchasing Manager
SPECIFICATIONS
ASPHALT REPAIR OF SAN BERNARDINO STREETS
Waterman Avenue, Ninth Street to Baseline Avenue
DESCRIPTION OF WORK
The project consists in general of removal of existing deteriorated portions of
street surfacing, replacement of asphalt concrete, providing traffic control,
replacing traffic signal loops as necessary, and clean up of construction debris.
The intent of these specifications is to provide for a complete and finished project
in accordance with the provisions in connection therewith all necessary labor,
tools, implements, equipment, materials and supplies
Whenever the tenns Standard Specifications. is used, it shall mean the Standard
Specifications for Public Works ConstlUction. latest edition." In case of conflict
between these specifications and Standard Specifications, these specifications
shall take precedence over and be used in lieu of the Standard Specifications.
TRAFFIC CONTROL
Attention is directed to Section 7-10, "Public convenience and Safety", of the
Standard Specifications for Public Works ConstlUction, latest addition and these
special provisions.
Waming signs, lights and devices for use in perfonnance of work on Highways
shall confonn to the .Manual of Traffic Controls. 2000 Edition and the .Work Area
Traffic Control Handbook., 2000 Edition, adopted by the City of San Bemardino.
The Contractor shall so conduct his operations as to offer the least possible
obstlUction and inconvenience to the public. Convenient access to abutting
properties shall be maintained whenever possible. Contractor shall maintain a
minimum of one traffic lane in each direction at all times. All excavations opened
during any day will be paved back to a safe condition by the end of the same
day.
All places of business and residences along the streets that are within the limits
of work shall be notified in writing at least five (5) days prior to commencement of
work. This notification shall explain the sequence of work and indicate any
restrictions of 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 properties.
1
UTILITY REQUIREMENTS
The Contractor is advised of the existence of the utility notification service
provided by UNDERGROUND SERVICE ALERT (USA). USA member utilities
will provide the Contractor with the precise locations of their substructures in the
construction area when the Contractor gives at least two (2) working days notice
to the Underground Service Alert by caUing 1 (800) 422-4133.
CLEARING, GRUBBING, REMOVALS, RELOCATIONS, AND SrrE MAINTENANCE
The work covered by this section shall Include disposal of A,C. removed,
vegetation, tree roots, trash, and other objectionable material from the project;
sawcutting or milling of A. C, pavement; demolition, and other such items 88 may
be called for on the plans; protection and maintenance of existing improvements,
including utilities, within the right-of-way which are to remain in place; and
maintenance of the site in a neat and orderly condition throughout the
construction period.
REMOVAL OF TRASH AND OTHER OBJECTIONABLE MATERIAL
All trash and organic material within six Inches of the finished surface shall be
removed. In addition, any trash or organic material, including roots, encountered
in demolition of any work perfonned shaD be removed.
REMOVAL OF EXISTING A. C. PAVEMENT
Existing asphalt concrete pavement shall be removed within the limits indicated
on the plans, or as listed on the project order list and as marked in the field. The
limits of removal shall be saw cut or milled and the remaining edges of existing
pavement shall be neat and sound to the satisfaction of the Engineer.
If the edge of any existing asphalt concrete paving to be Joined with new work is
damaged by the Contractor's operationa, the existing asphalt concrete shall be
again sawcut parallel to the original cut and such additional portion removed and
replaced at the Contractor s expense,
Existing asphalt concrete shall be removed to a depth of six (6) Inches, All
material removed shall become the property of the contractor and shall be
disposed at an appropriately pennitted recycling site.
DISPOSAL OF MATERIAL REMOVED
All material removed In clearing and site maintenance operations, including
asphalt paving removal as specified herein, shall become tl1e property of the
Contractor until he has disposed of it at approved recycling center with copies of
tickets to be provided to the, City.
2
SITE MAINTENANCE
Throughout the period of construction, the contractor shall maintain the site of the
work in a safe, neat, and orderly condition free of any hazardous conditions,
trash, debris, surplus materials, and objectionable matter of any kind. all to the
satisfaction of the Engineer.
Throughout the period of construction, the Contractor shall control dust in
accordance with the requirements of the City of San Bernardino, and as specified
in the Standard Specifications. Dust shall be controlled continually during
construction operations by watering and by such other means, and at such time
as may be required by the City.
During the course of construction, the Contractor shall protect all existing
improvements, including underground utilities, which are to remain in place within
and adjacent to the right-of-way from damage resulting from his operation.
COMPACTION OF SUBGRADE
Subgrade shall be scarified, watered and compacted as necessary to obtain 95%
relative compaction,
ASPHALT CONCRETE PAVEMENT MATERIALS
Asphalt concrete shall be in accordance with the Standard Specifications for
Public Works Construction, latest addition.
The grade of asphalt concrete materials shall be AR-4000, In conformance with
Section 203-6 of the Standard Specifications, The finish course of A.C. pavement
shall be Class 'C2'; however, undertying courses may be Class "B.
Asphalt concrete used for 1-112" thickness and variable thickness overtays shall
be Class "C-2", unless otherwise directed by the Engineer,
Asphalt Concrete shall be constructed in accordance with Section 302-5 of the
Standard Specifications to the limits and grades shown on the construction plans
and as specified by the Engineer. The maximum thickness of any A,C. paving
course shall not exceed six inches.
Tack coats shall be applied in accordance with Section 302-5.3 and 302-05.4 of
the Standard Specifications.
ASPHALT CONCRETE PAVEMENT DISTRIBUTION AND SPREADING
At all locations where new asphaltic concrete pavement Is joining or overtaying
existing asphalt pavement, the Contractor shall feather the new pavement to
form a smooth transition with the existing pavement.
All A C. overtays over 500 L.F, shall be applied with a paving machine such as a
Barber-Greene, as specified in Section 302-05.5 of the Standard Specifications.
All A C. overlays over 200 L.F. shall be applied with a spreader box machine.
3
ASPHALT CONCRETE PAVEMENT. ROLUNG
Initial or breakdown compaction shall consist of a minimum of three coverages of
a layer of asphalt mixture. A pass shall be a movement of a roller in both
directions over the same path. A coverage shall be as many passes as are
necessary to cover the entire width being paved. Overlap between passes during
any coverage made to insure compaction without displacement of material in
accordance with good rolling practice shall be considered to be part of the
coverage being made and not part of a subsequent coverage. Each coverage
shall be completed before subsequent coverages are started. Three-wheel rollers
and pneumatic rollers shall not be permitted.
TRAFFIC SIGNAL LOOPS
Traffic Signal loops damaged as a result of pavement repair operations shall be
replaced as needed at the direction of the City of San Bemardino. Full
compensation for sawcutting, splicing of wiring, fillers, removing sealant and
cleaning existing conduit, removing dirt/debris from existing pull boxes,
connections, testing and all other work related to replacing traffic signal loops are
included in the unit price for a set of loops and no other compensation will be
allowed.
Loop wire shall be Type 1.
Loop detector lead-in shall be Type C.
Residue resulting from slot cutting operations shall not be permitted to flow
across shoulders or lanes occupied by public traffic and shall be removed from
the pavement surface.
Slots shall be filled with elastomeric sealant or asphaltic emulsion sealant.
Slots in asphalt concrete shall be filled with asphaltic concrete sealant as follows:
After conductors are installed in the slots cut in the pavement, paint binder shall
be applied to all vertical surfaces of slots in accordance with the provisions in
Section 3~.02, 'Prime Coat and Paint Binder". of the Standard SpecifIcations.
Temperature of sealant material during installation shall be above 70oF. Sealant
placed in the slots shall be compacted by use of an 8-1nch diameter by 1/8-inch
thick steel hand roller or other tool approved by the Engineer, Compacted
conductor coverage shall be one inch, Excess sealant remaining after rolling
shall not be reused. On completion of rolling, traffic will be permitted to travel
over sealant. The Contractor shall test the detectors with a motor-driven cycle, as
defined in the Califomia Vehicle Code, that is licensed for street use by the
Department of Motor Vehicles of the State of Califomia. The unladen weight of
the vehicle shall not exceed 220 pounds and the engine displacement shall not
exceed 100 cubic centimeters. Special features, components or vehicles
designed to activate the detector will not be permitted. The Contractor shall
provide an operator who shall drive the motor-driven cycle through the response
or detection area of the detector at not less than 3 miles per hour nor more than
7 miles per hour. The detector shall provide an indication In response to this test
4
CLEANUP OF STREETS
At the completion of the day's operations, the street shall be left clean and free of
debris generated by the contractors operations.
PAYMENT
Full compensation for sawcutting, removal of deteriorated asphalt, fumishing and
installing asphalt concrete, clean up after construction and traffic control shall be
included in the unit price for remove and replace and no other compensation will
be allowed.
HOURS OF WORK
Hours of work shall be Monday through Friday, between the hours of 7:00 a,m.
and 3:30 p.m. unless otherwise approved in advance.
TIME OF COMPLETION AND LIQUIDATED DAMAGES
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", Failure of the Contractor to complete the work within
the time allowed will result In c:lamages being sustained by the Agency. Such
damages are, and will continue to be, impracticable and extremely difficult to
determine. For each consecutive day in excess of the time specified for the
completion of work, as adjusted in 6-6, the Contractor shall pay to the Agency, or
have withheld from monies due it, the sum of $250, unless otherwise provided In ,.
the Specifications.
The time of completion is 15 Working days from the date of the "NOTICE TO
PROCEEO".
LOCATION OF WORK
See attachment "A"
ATTACHMENT "A"
5
Repair of San Bernardino Streets
Watennan Avenue, Ninth Street to Baseline Avenue
Location Dimension Square footage Remarks
number
Northbound
1 8x 16 128 Front of Parkinlllot
2 5x40 200 Front of Parkina lot
3 11 x 102 1122 Front of Parkina lot
4 22 x 822 18084 Ninth to Olive
5 11 x 370 4,070 Olive to Orange
6 8x91 728 North of Cranae
7 6 x 108 648 North of Oranae
8 4x14 56 North of Oralllle
9 8x6 48 North of Oranae
10 37 x 10 370 North of Oranae
11 42x7 294 North of Orange
12 19 x45 855 North of Oranae
13 16x40 640 Baseline
Southbound
14 15 x 125 1875 Baseline
15 9 x 163 1467 1168
16 12 x 15 180 1150
17 6x76 456 1102
18 3x27 81 1102 .
19 59 x 10 590 11m
20 13 x 260 3380 Olive to 11 VI
21 7x31 217 Olive
22 15 x 193 2895 Olive to 10th
23 7x42 294 1014
24 80x20 1600 1014
25 22 x 114 2508 1014
26 14 x 16 224 998
27 8x62 496 998
28 12 x 86 1032 972
29 4x59 236 Temele
30 12x66 792 Teme!e
31 15 x 110 1650 Temele to Allev
32 25 x 100 2500 Allev to Ninth
33 21x2 42 935
34 9 x 107 963 935
TOTAL 50,721
6
SPECIFICATIONS
ASPHALT REPAIR OF SAN BERNARDINO STREETS
Waterman Avenue, Ninth Street to Baseline Avenue
SCHEDULE OF PRICES. BASE BID
Item Description Estimated Unit Unit Price Extended Amount
Number Quantitv
A. A.C. 50,721 Square
Remove feet
and replace
B. Traffic loops 1 complete Each
Northbound Set
at Baseline
C. Traffic loops 1 complete Each
Southbound set
at Ninth
Street
Total Amount of Base Bid:
($
DOLLARS AND
)
CENTS
The undersigned hereby certifieS that he/she has an appropriate license, issued by the
State of Califomia to provide this work; that such license will be in full force and effect
throughout the duration of construction; and that any and all subcontractors to be
employed on this project will be similarly licensed,
Dated
CONTRACTOR
Signature
California Contractor's License No.
Print or Type Name and Title
The above bid proposal includes Addenda No's
7
SUBCONTRACTOR"S LIST
For
ASPHALT REPAIRS OF SAN BERNARDINO'S STREETS
Waterman Avenue, Ninth Street to Baseline Avenue
As required by California State Law, the General Contractor bidding will hereinafter state
the subcontractor who will be the subcontractor on the job for each particular trade or
subdivision of the work in an amount in excess of one-half of one percent of the General
Contractor's total bid and will alate the firm name and principal location of the mill, shop,
or office of each. If a General Contractor falls to specify a subcontractor, or if he
specifies more than one subcontractor for the same portion of work to be performed
under the contract in excess of one-half of one percent, he agrees that he is fully
qualified to perform that portion himself and that he shall perform that portion himself.
DIVISION OF NAME OF FIRM OR LOCA nON
WORK OR TRADE CONTRACTOR CITY
Signature of Bidder
REJECTION OF BIDS
The undersigned agrees that the City of San Bemardino reserves the right to reject any
or all bids, and reserves the right to waive informalities in a bid or bids not affected by
law, if to do seems to best serve the public interest.
8
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SPECIFICATIONS
ASPHALT REPAIR OF SAN BERNARDINO STREETS
Overlay of portions of Lynwood, Pacific, and Perrls Hill
DESCRIPTION OF WORK
The project consists in general of providing traffic control, placing one inch of
compacted asphaltic concrete and clean up of construction debris. The intent of
these specifications is to provide for a complete and finished project in
accordance with the provisions in connection therewith all necessary labor, tools,
implements, equipment, materials and supplies
Whenever the terms Standard Specifications. is used, it shall mean the Standard
Specifications for Public Wor1<s Construction, latest edition." In case of conflict
between these specifications and Standard Specifications, these specifications
shall take precedence over and be used in lieu of the Standard Specifications.
TRAFFIC CONTROL
Attention is directed to Section 7-10, "Public convenience and Safety", of the
Standard Specifications for Public Wor1<s Construction, latest addition and these
special provisions,
Warning signs, lights and devices for use In performance of work. on Highways
shall conform to the "Manual of Traffic Controls. 2000 Edition and the .Work Area
Traffic Control Handbook., 2000 Edition, adopted by the City of San Bemardino.
The Contractor shall so conduct his operations as to offer the least possible
obstruction and inconvenience to the public, Convenient access to abutting
properties shall be maintained whenever possible. Contractor shall maintain a
minimum of one traffic lane in each direction at all times. All excavations opened
during any day will be paved back to a safe condition by the end of the same
day,
All places of business and residences along the streets that are within the limits
of work. shall be notified in writing at least fIVe (5) days prior to commencement of
work. This notification shall explain the sequence of work. and Indicate any
restrictions of 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 properties.
UTILITY REQUIREMENTS
The Contractor is advised of the existence of the utility notification service
provided by UNDERGROUND SERVICE ALERT (USA). USA member utilities
will provide the Contractor with the precise locations of their substructures in the
1
construction area when the Contractor gives at lease two (2) working days notice
to the Underground Service Alert by calling 1 (800) 422-4133.
SITE MAINTENANCE
Throughout the period of construction, the contractor shall maintain the site of the
work in a safe, neat, and orderly condition free of any hazardous conditions,
trash, debris, surplus materials, and objectionable matter of any kind, all to the
satisfaction of the Engineer.
Throughout the period of construction, the Contractor shall control dust in
accordance with the requirements of the City of San Bernardino, and as specified
in the Standard Specifications. Dust shall be controlled continually during
construction operations by watering and by such other means, and at such time
as may be required by the City.
During the course of construction, the Contractor shall protect all existing
improvements, including underground utilities, which are to remain in place within
and adjacent to the right-of-way from damage resulting from his operation.
ASPHALT CONCRETE PAVEMENT MATERIALS
Asphalt concrete shall be in accordance with the Standard Specifications for
Public Works Construction, latest addition.
The grade of asphalt concrete materials shall be AR-4000, in conformance with
Section 203-6 of the Standard Specifications. The finish course of A.C. pavement
shall be Class 'C2'; however, underlying courses may be Class "B.
Asphalt concrete used for 1" thickness and variable thickness overlays shall be
Class "C-2", unless otherwise directed by the Director or his designee.
Asphalt Concrete shall be constructed in accordance with Section 302-5 of the
Standard Specifications to the limits and grades shown on the construction plans
,and as specifIed by the Engineer.
Tack coats shall be SS-1h and applied in accordance with Section 302-5.3 and
302-05.4 of the Standard Specifications.
ASPHALT CONCRETE PAVEMENT DISTRIBUTION AND SPREADING
At all locations where new asphaltic concrete pavement is joining or overlaying
existing asphalt pavement, the Contractor shall feather the new pavement to
form a smooth transition with the existing pavement.
All A. C. overlays over 500 L.F. shall be applied with a paving machine such as a
Barber-Greene, as specified In Section 302-05.5 of the StancUlrd Specifications.
All A. C. overlays over 200 L.F. shall be applied with a spreader box machine.
2
ASPHALT CONCRETE PAVEMENT - ROLLING
Initial or breakdown compaction shall consist of a minimum of three coverages of
a layer of asphalt mixture. A pass shall be a movement of a roller in both
directions over the same path. A coverage shall be as many passes as are
necessary to cover the entire width being paved. Overlap between passes during
any coverage made to insure compaction without displacement of material in
accordance with good rolling practice shall be considered to be part of the
coverage being made and not part of a subsequent coverage. Each coverage
shall be completed before subsequent coverages are started. Three-wheel rollers
and pneumatic rollers shall not be permitted.
CLEANUP OF STREETS
At the completion of the day's operations, the street shall be left clean and free of
debris generated by the contractors operations.
PAYMENT
Full compensation for furnishing and installing asphalt concrete, clean up after
construction and traffic control shall be included in the unit price for overlay and
no other compensation will be allowed.
HOURS OF WORK
Hours of work shall be Monday through Friday, between the hours of 7:00 a.m.
and 3:30 p.m. unless otherwise approved in advance.
TIME OF COMPLETION AND LIQUIDATED DAMAGES
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". Failure of the Contractor to complete the work within
the time allowed will result in damages being sustained by the Agency. Such
damages are, and will continue to be, Impracticable and extremely difficult to
determine. For each consecutive day in excess of the time specified for the
completion of work, as adjusted in 6-6, the Contractor shall pay to the Agency, or
have withheld from monies due it, the sum of $250, unless otherwise provided in
the Specifications.
The time of completion is 15 Working days from the date of the "NOTICE TO
PROCEED".
LOCATION OF WORK
See attachment 'A"
3
ATTACHMENT "A"
Overlay of portions of Lynwood Way, Pacific Ave., and !:,erris Hill
Location Dimension Sauare footage
Lvnwood way 930 x 23 21,390
Pacific Avenue #1 lane wlb 12 x 540 6,480
East of Arden
Pacific Avenue #2 lane wlb 12 x 1215 14,580
East of Arden
Pacific Avenue #1 lane elb 12 x 675 8,100
East of Arden
Pacific Avenue #2 lane eIb 12 x 800 9,600
East of Arden
Perris Hill Road 25,342
South of Pacific
to bridoe .
TOTAL 85,492
4
SPECIFICATIONS
ASPHALT REPAIR OF SAN BERNARDINO STREETS
Overlay of portions of Lynwood. Pacific, and Perris Hill
SCHEDULE OF PRICES - BASE BID
Item Description Estimated Unit Unit Price Extended Amount
Number Quantitv
A. A.C.1. 85,492 Square
Overlay foot
Total Amount of Base Bid:
($
DOLLARS AND
)
CENTS
The undersigned hereby certifies that he/she has an appropriate license, issued by the
State of California to provide this work; that such license will be in full force and effect
throughout the duration of construction; and that any and all subcontractors to be
employed on this project will be similarly licensed.
Dated
CONTRACTOR
California Contractor's License No.
Signature
Print or Type Name and Title
The above bid proposal includes Addenda No's
5
SUBCONTRACTOR"S LIST
For
ASPHALT REPAIRS OF SAN BERNARDINO'S STREETS
Overlay of portions of Lynwood, Pacific, and Perrls Hill
As required by California State Law, the General Contractor bidding will hereinafter state
the subcontractor who will be the subcontractor on the job for each particular trade or
subdivision of the work in an amount in excess of one-half of one percent of the General
Contractor's total bid and will state the firm name and principal location of the mill, shop,
or office of each. If a General Contractor fails to specify a subcontractor, or if he
specifieS more than one subcontractor for the same portion of work to be performed
under the contract in excess of one-half of one percent, he agrees that he is fully
qualified to perform that portion himself and that he shall perform that portion himself.
DMSION OF NAME OF FIRM OR LOCATION
WORK OR TRADE CONTRACTOR CITY
,
Signature of Bidder
REJECTION OF BIDS
The undersigned agrees that the City of San Bernardino reserves the right to reject any
or all bids. and reserves the right to waive informalities in a bid or bids not affected by
law. if to do seems to best serve the public interest.
6
'.
SPECIFICATIONS
ASPHALT REPAIR OF SAN BERNARDINO STREETS
Waterman Avenue, Ninth Street to Baseline Avenue
SCHEDULE OF PRICES - BASE BID
Item Description . Estimated Unit Unit Price Extended Amount
Number Quant'
A. A.C. 50,721 Square 2.
Remove feet
and re lace
B. Traffic loops 1 complete Each
Northbound Set
at Baseline
C. Traffic loops 1 complete Each
Southbound set
at Ninth
Street
The undersigned hereby certifieS that helshe has an appropriate license, issued by the
Slate of Califomia to provide this work; that such license will be in full force and effect
throughout the duration of construction; and that any and all subcontractors to be
-:4i~~"~-~
Dated 1 p, ~ CON1RA
7cq 6'1 A; 6fM7-
Califomia Contractor'S License No.
tijfr /.atJe/ ~ :led)-
Print or Type Name and Title
The above bid proposal includes Addenda No's
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7
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SUBCONTRACTOR"S LIST
For
ASPHALT REPAIRS OF SAN BERNARDINO'S STREETS
Waterman Avenue, Ninth Street to Baseline Avenue
As required by California State Law, the General Contractor bidding will hereinafter state
the subcontractor who will be the subcontractor on the job for each particular trade or
subdivision of the work in an amount In excess of one-half of one percent of the General
Contractor's total bid and will state the firm name and principal location of the mill, shop,
or office of each. If a General Contractor falls to specify a subcontractor, or if he
specifieS more than one subcontractor for the same portion of work to be performed
under the contract In excess of one-half of one percent, he agrees that he is fully
qualified to perform that portion himself and that he shall perform that portion himself.
REJECTION OF BIDS
The undersigned agrees that the City of San Bernardino reserves the right to reject any
or all bids, and reserves the right to waive Informalities in a bid or bids not affected by
law, if to do seems to best serve the publiC Interest.
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8
LOCATION MAP
OVERLAY - L YNWOOD WAY, PACIFIC, PERRIS HILL PARK
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1
2
3
4
5
6
7
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<:
(-
~(Q)[?V
Resolution No.
A RESOLUTION AUTHORIZING THE EXECUTION OF A PURCHA.SE
ORDER BETWEEN THE CITY OF SAN BERNARDINO AND HOLLAND-LOWE
CONSTRUCTION, INC, FOR PAVEMENT REPAIRS ON WATERMAN AVENUE
BETWEEN NINTH STREET AND BASELINE STREET; PAVEMENT
RESURFACING ON PORTIONS OF LYNWOOD WAY, PACIFIC AVENUE AND
PERRIS HILL ROAD
BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE
CITY OF SAN BERNARDINO AS FOLLOWS:
SECTION 1. That Holland-Lowe Construction, Inc. is the lowest and best responsible
bidder for providing services for pavement repairs on Project Area 1, Waterman Avenue between
Ninth Street and Baseline, and pavement resurfacing on Project Area 2, portions of Lynwood Way,
Pacific Avenue and Perris Hill Road. Pursuant to this determination and the results of Bid
Specification F-Ol-61, the Purchasing Manager is hereby authorized and directed to issue a
purchase order to Holland-Lowe Construction, Inc. for the total amount of $173,362.29.
SECTION 2. The authorization to execute the above referenced Purchase Order
is rescinded if it is not issued within sixty (60) days of the passage of this resolution.
I I I I I
IIIII
I I I I I
I I I I I
I I I I I
I I I I I
IIIII
I I I I I
I I I I I
IIIII
May 8, 2001
-.
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A RESOLUTION AUTHORIZING THE EXECUTION OF A PURCHASE
ORDER BETWEEN THE CITY OF SAN BERNARDINO AND HOLLAND-LOWE
CONSTRUCTION, INC, FOR PAVEMENT REPAIRS ON WATERMAN AVENUE
BETWEEN NINTH STREET AND BASELINE STREET; PAVEMENT
RESURFACING ON PORTIONS OF LYNWOOD WAY, PACIFIC AVENUE AND
PERRIS HILL ROAD
I HEREBY CERTIFY that the foregoing resolution was duly adopted by the Mayor and
Common Council of the City of San Bernardino at a
meeting thereof, hdd on
the
day of
. 2001, by the following vote, to wit:
Council Members:
Ayes
Nays
Abstain
Absent
ESTRADA
LIEN
McGINNIS
SCHNETZ
SUAREZ
ANDERSON
McCAMMACK
Rachd Clark, City Clerk
City of San Bernardino
The foregoing resolution is hereby approved this
day of
, 2001.
Judith Valles, Mayor
City of San Bernardino
Approved as to form and
Legal content;
James F. Penman, City Attorney
";d-'~ 7: 8~
May 8, 2001
2
** FOR OFFICE USE ONLY - NOT A PUBLIC DOCUMENT **
RESOLUTION AGENDA ITEM TRACKING FORM
Meeting Date (Date Adopted): 5-2\-01 Item #
Vote: Ayes 1-" Nays-Q
Change to motion to amend original documents: -
Z \ Resolution # 2 oa \ -\ ) '1
Abstain.-8- Absent-o
Reso. # On Attachments: - Contract term:
Note on Resolution of Attachment stored separately: ===------
Direct City Clerk to (circle I): PUBLISH, POST, RECORD W/COUNTY By:
NullNoid After: &:'0 OA~~ J 1-Z()-() J
,
Date Sent to Mayor: 5' C 3, - c::, \
Date of Mayor's Signature: 5-.;15 "CI
Date ofClerk/CDC Signature: 5 - .;15-6\
Reso. Log Updated:
Seal Impressed:
.,/
,/'
Date Me ILetter Sent for Signature:
60 Day Reminder Letter Sent on
90 Day Reminder Letter Sent on 45th day:
See Attached:
See Attached:
Attached:
Date Returned: -
Request for Council Action & Staff Report Attached:
Updated Prior Resolutions (Other Than Below):
Updated CITY Personnel Folders (6413, 6429, 6433,10584,10585,12634):
Updated CDC Personnel Folders (5557):
Updated Traffic Folders (3985, 8234,655,92-389):
Yes / No By
-
Yes No1 By
Yes No ,/ By
~
Ves N07 By
Yes No By
Copies Distributed to:
City Attorney ./'
Parks & Rec.
Code Compliance
Dev. Services
EDA
Finance
,/
MIS
Police
Public Services
,/
Water
Others:
Notes:
BEFORE FILING. REVIEW FORM TO ENSURE ANY NOTATIONS MADE HERE ARE TRANSFERRED TO THE
YEARLY RESOLUTION CHRONOLOGICAL LOG FOR FUTURE REFERENCE (Contract Term, etc.)
Ready to File: IYI'I
Date:d(:JC/ 101
, I
Revised 01/12/01