HomeMy WebLinkAbout1994-367
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RESOLUTION NO.
94-367
RESOLUTION OF THE CITY OF SAN BERNARDINO AWARDING A
CONTRACT TO MATICH CORPORATION FOR INSTALLATION OF TRAFFIC
SIGNALS, AND VARIOUS ROADWAY AND DRAINAGE IMPROVEMENTS AT STATE
HIGHWAY I-215 AND UNIVERSITY PARKWAY.
BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE
5 CITY OF SAN BERNARDINO AS FOLLOWS:
6 SECTION 1. Matich Corporation is the lowest responsible
7 bidder for: Installation of Traffic Signals, and Various Roadway
8 and Drainage Improvements at State Highway I-215 and University
9 Parkway, per Plan No. 9175. A contract is awarded accordingly to
10 said bidder for the total amount of $341,341.00, but such award
11 shall be effective only upon the contract being fully executed by
12 both parties. All other bids, therefore, are hereby rejected.
13 The Mayor is hereby authorized and directed to execute said
14 contract on behalf of the City; a copy of the contract is on file
15 in the office of the City Clerk and incorporated herein by
16 reference as fully as though set forth at length.
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SECTION 2. This contract and any amendment or modifica-
18 tions thereto shall not take effect or become operative until
19 fully signed and executed by the parties and no party shall be
20 obligated hereunder until the time of such full execution. No
21 oral agreements,
amendments, modifications or waivers are
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intended or authorized and shall not be implied from any act or
course of conduct of any party.
SECTION 3.
This resolution is rescinded if the parties
to the contract fail to execute it within sixty (60) days of the
passage of this resolution.
/ / / /
/ / / /
10-26-94
RESO: AWARDING CONTRACT '1'0 MATICH CORPORATION FOR U1PROVEM1';NTS
AT 1-215 AND UNIVERSITY PARKWAY.
94-367
1 I HEREBY CERTIFY that the foregoing resolution was duly
2 adopted by the Mayor and Cornmon Council of the City of San
3 Bernardino at a
4 5th day of December
5 Council Members:
6 NEGRETE
7 CURLIN
8 HERNANDEZ
9 OBERHELMAN
10 DEVLIN
11 POPE-LUDLAM
regular
meeting thereof, held on the
, 1994, by the following vote, to-wit:
AYES
NAYS
ABSTAIN
ABSENT
x
x
x
x
x
x
x
(;J~~
R~~l Clark, City Clerk
The foregoing resolution is hereby approved this 0 tt-
December
, 1994.
19
~;;r;)U#~~
, Tom Minor, Mayor
Ci ty of San Bernardino
Approved as to form
20 and legal content:
21 James F. Penman
City Attorney
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~~
By ~' .
S('~cr,' ' ""set
- 2 -
q(~3G 7
Ce_du-jJ CI
,
/yt0Y'
-r ....,
FILE NO.
W.O. NO.
CITY OF SAN BERNARDINO
STATE OF CALIFORNIA
CONTRACT DOCUMENTS
PLANS AND SPECIAL PROVISIONS NO. 9175
FOR
CONSTRUCTION ON
STATE HIGHWAY
IN
SAR BEllRARDINO COUNTY, IN SAN BERNARDINO
FROM 0.1 MILE SOUTH TO 0.1 MILE NORTH
OF
UNIVERSITY PARKWAY UNDERCROSSING
DISTRICT 08, ROUTE 215
,-
i
DIVISION OF ENGINEERING
DEPARTMENT OF PUBLIC WORKS
CITY OF SAN BERNARDINO
.,
AUGUST, 1994
~\
l_,
BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M.
ON SEPTEMBER 2 7 , 1994
un 1(:) , 1\1 f-\ L.
1.488
1595
exHIBIT ''A"
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94 367
NOTICE INVITING BIDS
NOTICE IS HEREBY GIVEN that the City of San Bernardino will
receive bids or proposals for:
CONSTRUCTION ON STATE HIGHWAY IN SAN BERNARDINO COUNTY,
IN SAN BERNARDINO FROM 0.1 MILE SOUTH TO 0.1 MILE NORTH OF
UNIVERSITY PARKWAY UNDERCROSSING DISTRICT 08, ROUTE 215
Deliver all bids to the City Engineer's Office, 3rd Floor, City
Hall, 300 North "D" Street, San Bernardino, California, with the
Specification title and number clearly marked on the outside of
the envelope.
Said bids or proposals will be received up to the hour of 2:00
p.m., September 27 , 1994, at which time all of said bids or
proposals will be publicly opened, examined and declared in the
City Engineer's Conference Room, 3rd Floor, City Hall.
No bid will be received unless it is made on a proposal form
furnished by the City. All bids or proposals shall be signed,
sealed and accompanied by cash, cashier's check or bid bond made
payable to the Ci ty of San Bernardino, in the amount of ten
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 refuses to
execute said 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 said amount of damages. Therefore, the City
and the bidder agree that the above sum of 10% shall be paid to
the City upon the condition above set forth as liquidated damages
and not as a forfeiture. All bonds furnished pursuant to this
notice must be underwritten by a surety company having a rating
in Best's most recent Insurance Guide of "A" or better.
The Contractor may substitute securities for any monies withheld
by the Agency to ensure performance under the contract as
provided for in Sections 10263 and 22300 of the California Public
Contract Code.
The City of San Bernardino reserves the right to reject any and
all bids.
It shall be mandatory upon the Contractor to whom the contract is
awarded and upon any subcontractor under him to pay not less than
said specific rates to all laborers, workmen, 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. 90-358 of the Mayor and Common Council of the
City of San Bernardino.
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94 367
MINIMUM AND PREVAILING WAGES: Minimum wage rates for this
project, as predetermi ned by the Secretary of Labor, are set
forth in the Special Provisions. If there is a difference
between these predetermined minimum wage rates and the prevailing
wage rates determined by the State for similar classifications of
labor, the Contractor and his Subcontractor shall pay not less
than the higher wage rate.
Plans and Specifications may be obtained from the City Engineer's
Office, Third Floor, City Hall, 300 North "0" Street, San
Bernardino, California 92418, upon a non-refundable payment of
$25.00 for each set.
The Contractor shall possess a -CLASS "A"-lICENSE at the time
the contract is awarded. A contract wlll be awarded at the next
regular meeting of the Mayor and Common Council after the bids
are opened.
A Pre-Bid Meeting will be held on September 13-- , 1994,
at .2:00 P.M.... , at the offlce of the Director of Public
Works/Clty En91neer, City Hall, Third Floor, 300 North "0"
Street, San Bernardino, CA 92418. This meeting is to inform DBs
of subcontracting and material supply opportunities. Bidder's
attendance at this meeting is a prerequisite for demonstrating
reasonable effort to obtain DB participation; however, if the DB
goal is met or DB participation is obtained, attendance is not
required.
"The improvement contemplated in the performance of this
contract is a Federal-Aid improvement over which the
State of California shall exercise general supervision.
The State of California therefore shall have the right
to assume full and direct control over thi s contract
whenever the State of California, at its sole
discretion, shall determine that its responsibility to
the United States so requires. In such cases, the State
Contract Act will govern."
CITY OF SAN BERNARDINO
NOT!CE TO ADVERTISE
SPEC!i:CATIO:' i\8,__~.1].L_..._....
SHALL Ih'f'::; L: .,::, !SS:':i: NOT LATER THAN,
DATE. 8/26/94 &.9/2 ,,-,,-- -.....,
S~C" i\'D - ,,-" ,n. "v'" '-"v't.- Lnl\YS LATER
t. Ul: r~U:;":,-I",,"'.ll ,'.: t
SIGNATURE__.__....._...DATE._.
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94 367
PROPOSAL FORM
TO THE MAYOR AND COMMON COUNCIL OF
THE CITY OF SAN BERNARDINO
The undersigned declares that he has carefully examined
the location of the proposed work, that he has examined
the Plan and read the accompanying instructions to
bidders and hereby proposes to furnish any and all
required labor, materials, transportation and service
for the
CONSTRUCTION ON
STATE HIGHWAY
IN
SAN BERNARDINO COUNTY, IN SAN BERNARDINO
FROM 0.1 MILE SOUTH TO 0.1 MILE NORTH
OF
UNIVERSITY PARKWAY UNDERCROSSING
DISTRICT 08, ROUTE 215
in strict conformity with Plans and Special Provisions
No. 9175, City of San Bernardino, Department of
Public Works, and also in accordance with Standard
Specifications, and Standard Plans, State of
California, Department of Transportation, dated July,
1992, and he proposes and agrees if this proposal is
accepted, that he will contract with the City of San
Bernardino, in the form of the copy of the contract
annexed hereto, to provide all necessary machinery,
tools, apparatus and other means of construction, and
to do all the work and furnish all the materials
specified in the contract, in the manner and time
therein prescribed, and that he will take in full
payment therefor the unit prices or lump sum prices
shown on the BID SCHEDULE.
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94 367
PLAN NO. 9175
OESCRIPTION OF ITEMS WITH
QUANTITY---. UNIT-.UNIT PRICE WRITTEN IN WORDS-.- PRICE--. TOTAL
1
1
460
303
2,980
1,140
190
L. S.
Construction Area Signs at
the Lump Sum price of TUlo.
IHvUS/liIIO" F~VE' 'J.JtJ#/JRF/J
rJl-:z::x:.TI/- -rHIfe-E . -()oLU9R.S
'A;t.I-t) '- ~~A'O' Cl!:PT(,"
L. S.
2;~33 -
L. S.
L. S.
I ~ 000 . 0<:>
Traffic Control System at
the Lump Sum price of
t::t;G-If--rEeN - . T/-f"C.u5"t...../.).
-{.; 6.4'~:5' . -Jff p p. - - -c:-15e-o
. c.-€tvr.F' . . . . . . . . - - -
SQ. YD.
1.00
4& o. o<!/
Obliterate Surfacing at
-0 fl/E" . '/)-oc.c.;4I;(-' '1"/"IJ.
. . $-~~ . -c €W T~ - . . - .. . - - - -
. -.. - - - -. -.. . -.. - --... -"-
._-, per SQ. YD.
SQ. FT.
606.00
Remove Painted Traffic Stripe 2.&0
and Pavement Marking at ~
TWo. . .. .{)t>-L.-t.;CtI'(Sr' '/9-pt).
'~/Ej(-er . . CE'N'r-S .. . . - - - - . . -
per SQ. FT.
SQ. FT.
~ '1 '10. 00
Remove Thermoplastic Traffic 3.00
Stripe and Pavement Marking
at T-H/<-Ep' - -f)oct::A~5'-
'11-#1)- - - ?;F;;eo- - - -CE#'r-~ --
per SQ. FT.
UN. FT.
2,00
2.1 25'0.00
Remove Asphalt Concrete Dike
at - . "TIAJCJ- . - -/70'1.:.-1. '/'9I€S
. I1M/)' .~ &~o. .ce::tvTS .
per UN, 1'1.
UN. FT.
10,00
J '100.00
')
Salvage Metal Beam Guard
Ra il i ng at .. -re-#- . Ooi.i.-I9IH
. '/J vI) . .:c~~o - - - c.-t€ft/-T-!' .
per UN. FT.
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94 367
QUANT ITY
20
14
1,720
1,000
19
600
UNIT
EACH
EACH
SQ. YD.
SQ. YD.
CU. YD.
CU. YD.
PLAN NO. 9175
DESCRIPTION OF ITEMS WITH
UNIT PRICE WRITTEN IN WORDS... PRICE.
Salvage Roadside Sign
F~r7Y- . -C}O Lc'../'f1'f5'
:?: €-;( 0 r PH, .f .
at
. A,v/)
5&.00
(o.o~
2.00
Cold Plane Asphalt Concrete 5,00
Pavement (0.30' Maximum) at
- p:r;Ve . . . f)-OL<-''''I/(S, '19#1J
- Q;.",~o' . . - C€/V'TS" . . - - . .. . -
TOTAL
10dO.DO
~
'iqo.oo
'3/ '1,-/0.'00
~ 000.0'0
Z....;.50.OO
I~ooo. 00
- - - - . - - - - - . - - - . - . - - - - - - .. - - - . . . . - - - - - - - - - .. - - - - - - - - - ~ - - - . - - - - - - .
180
CU. YD.
per EACH
Relocate Roadside Sign at
..:; :c-)( "I . - .OoC-.b'1 R5. -
-'3,,;) () .. 'f:; €.'A'o- .. -CI!5:;V'/ (. .
. - . -. per EACH
Cold Plane Asphalt Concrete
Pavement (0.10' Maximum) at
-l4Jo - -f)otL..'/1~: Y . . -AA/-() .
'Ce/?o . . c E/l/T5 . . - . - . . - .
..... _'U" -. per SQ. YD.
per SQ. YD.
Remove Concrete at '-iNE
'If Il# ()I?~/)' - -F~-FTv . . - _. .
'DO/-L -A1f5'" -;<Iv./)(' <a~;R,!y
. f:PA;/'T S- . . . .. -. - . - . . ' . - . .
. - . - - . - . , . . ,. - - per CU. YD.
Roadway Excavation at
'THY-/i?:Ty- . . ()()-LLA/(-~~
. '/Iii/if - . ..:;:>; ~n . '('''e/f/T:J' .
per CU. YD.
Imported Borrow at .....
.flt:t::/e. TI/ - - f}o~l,tJ/?..s- . , - . .
,
. ,trtr;/f) . . 'fC~~ O' . . . C~Dr/7"::f' .
. - - . - . - ~ - - - . ~ - - - - - - - -. . - - -
. . . - - - . .. -.. . . - - per CU. YD.
I~D.oo
30.00
30.00
~4oo.00
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94 367
PLAN NO. 9175
QUANTITY.
DESCRIP~ION OF ITEMS WITH
UNIT.. .UNIT.PRICE WRITTEN IN WORDS. PRICE... TOTAL
TEM
15.
50
UN. FT.
4" Plastic Pipe (PR 200)
(Supply Line) at TCUep'r:y
D()LL/r~5 flA/./J" 'b1E~' O' .
--~#TS .
&000, <:>0
20.00
.. per UN. FT.
16.
380
CU. YD.
13300,00
"
Class 2 Aggregate Base at 3S.00
'TfI:;::~'TY . 'F~I/.e. . -Dot'.LAR,
A/l/tJ '~_~I'?O" CE/VT 5' .
_.... per CU. YD.
,17.
960
TONS
432.=,00
'/
Asphal t Concrete (Type A) 45.00
at . pOtf-Ttt - F''OP Vti. - . . . . .
.L2 /
/Joc.c.fi"S- - - F'f;l'f/f)' . -:t-E/'?=-
- r":€ IVT t:;- - . - .. . - - - -
18.
TONS
per TON
210
Asphalt Concrete (Open Graded) 50.00 Iq500. CO
at - F::r;F!f' '~oL'cAIf 5" - .
-"'ltV tJ. . . ~-P/eo- . - -ce,lf/'..,--y-
. - .. - - . . . . . . - . - .. - - per TON
19.
1,210
UN. FT.
3.00
~ {'3o. 00
Place Asphalt Concrete Dike
at .-rlltfeE . . {)oct...,q/f' f - . .
-AIV/) . 9-:FAo' - 'Ce7l/-r..f' . .
per UN. FT.
SQ. YD.
20.00
20.
410
Place Asphalt Concrete
(Mi scell aneous) at 7W€'IVTi/
OoLL.f1/?S' . A-VO' -%FA'O'"
c..fi"'/1/-r ,-' . . - . . -.. - .
~ 2c:\? 0 0
~
per SQ. YD.
.
.
TEM
. 1.
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b2.
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94 367
PLAN NO. 9175
DESCRIPTION OF ITEMS WITH
UNIT.- UNIT PRIOE .WRITTEN IN WORDS-.. PRICE. -. TOTAL
QUANTITY.
10.2
CU. YD.
/0200.00
Minor Concrete (Minor . ~Q.o,oo
Structure) atolt/e.' T!40UJ'APiJ
DoLI Ate.J . Al-lt) - . -2'P.A'o- - . . .
(' P /[/''15' . - . . - . - - - - - . . - . . -
..-perCU.YD.
22
EACH
/00.00
2/ "loO. 00
Roadside Sign - One Post at
-oil/€.' - -HtJ1UIJ/?~h - . f)o-LL~
Aft/P- - -<t,Ffi-o- . - C~I'iI-r ,. . --
- - - .. - - - . - - .. - - - - per EAC H
- - - - - - . . - - - - - - - - ~ . - - - - . - - - - - - - . - - . . - - - . - - - . .
23.
9
EACH
/5'0.00'
p50.00
Roadside Sign - Two Post at
. (;JIVe - . ff(}ft;/!JI?€-IJ . - F:r::-F-ri;'-
/J .
hoLt."q~' . - '14;'1/ - - ><e€"A' 0-
-,.,- -~W7 $" - - - . : . - . - - - - - - - - .
. . - . - - . - . - . - - . . - . - per EACH
12
EACH
Lfgo.oo
Install Sign (Strap and
Saddle Bracket Method) at
Fol'< 'TY' - !JoLe /l1?}'- . - 19#1)-
- ?:.€~O- - c.-P.v-r~- . - . - - - - . --
. - _... - -. -.. . -..... -.. -. _.-
- - - - . - . - - - . . . . . - - per EACH
L(o.oo
DELETED
60
UN. FT.
35.00
2;- /00. 00
12" Reinforced Concrete
Pipe at -;:~--~.
/10IL"I9I?- - - - - -. - -
-c.~Jt/"T $- - - - - - - . - - - - - - - - - - .
. - - - - - - - - - . - -. per LI N. FT,
10
UN. FT.
35.00
35t:J.oo
27,
18" Reinforced Concrete Pipe
at --r-Hz:.r< 71( - . - -F.3P ve. . - .
1Jo-LLJi/?-:S' . - - /1-11:11}' - . %F:~-~
- c.:lE"/d '"(< - . . . - . . . . . - . - - . - -
- _.- . - . - - . - - - . - - - - - - ,. - . . - . . .
. - . . . . . - - . . . .. per LI N. FT.
. . - - - . . - - . - - - - - . - - - - - - - - - - . - - - - . .. . . - - - - - - - - - - - . - - - -
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94 367
QUANTITY
24
UNIT
UN. FT.
PLAN NO. 9175
DESCRIPTION OF ITEMS WITH
UNIT PRICE WRITTEN IN WORDS
24" Reinforced Concrete Pipe
( C 1 ass I I I) at Folf -ry .
PolL-Ale $" - hAl {) . ':bt:" /f'0'
. ce:II/"T.5 -. - . .
per UN. FT.
PRICE.
'-10. t) 0
TOTAL
'1/0.00
29.
400.00
4
EACH
18" Corrugated Steel Pipe
(0.064" thick) at O/l/€
-H(jfl/f)/?ELJ- - P-u/:L4A"s" . . AN'"
-tf:~-~ - . 4 (","k'P-r r:;. . . - - - . . .
per EACH
100.00
18
UN. FT.
48" CSP Tree Well (0.079"
Thick) at o#e' -HtfN'tJ/C'e:O
{JcLe;<} I?:!J . . flAIl) . '9;-;:;;;e 0
-r:~/f/15- - . . - - -.
- per UN. FT.
lotJ.oo
~?oo.oo
2
EACH
24" Concrete Flared End
Section -+:;>:VE' -HUAlDIf:€f)
-P-r-FTC:I hnlfAR5' h/l//J"
,
.~-€~t>. . 'C€A/-r:S
per EACH
5"50,0'"
~/oO.oo
32.
3500D.OO
;,0
140
CU, YD.
Minor Concrete (Miscellaneous
Construction) at -rw'O'..-.
HIJII/p-<e-o . 'P:;:F'"f',V - fJot.t.A;r~
-ANt) - ~-elfr:r - -~~A.7r.5 - .
per CU. YD.
250.00
2
EACH
Inlet Frame and Grate (Type
24-12) at ',Wo ---r-lloU.S'/Jp'..tJ
-P;FVe -HUA/tJ/fPD - -I'lnI:I-A~J'
filliP' - '''l;;'Bleo' . . r"';PH-r5' . .
. - - .. per EACH
2 ~at:>.Oo
"
. - - - - - . - - - - . - - . - . - - ~ - . . - . - - - . . - - - - - - - .
~ooo.oo
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94 367
PLAN NO. 9175
ITEM. QUANT ITV
DESCRIPTION OF ITEMS WITH
UNIT.-UNIT PRICE WRITTEN INWORQS..-PRIC[... TOTAL
34.
440
UN. FT.
4" Thermoplastic Traffic
Stripe at '-1I/~/( Tt/. . .
'C61V T<; . . . . . - - - /... - . -
0.30
/32..0C:>
- ~ . ~ - - . . - - - - . , - . - - - - - . - . - - - - . - .. - . . . . . . . . . . - - .
...-..--. per UN. FT.
35.
1,300
UN. FT.
5'20.00
8" Thermoplastic Traffic
Stripe at . --~o~-TV-
<; /
(,;'p-N'r ...--q.-..'
0.40
per UN. Fl.
36.
1,880
SQ. FT.
3.00
Thermoplastic Pavement
Marking at . TflR,;-.tz--
j)tJLL/T/H - ,4;A//)- . "i':E/?'CJ
t':.eN-r...5 . . . - . . . .
5;,.640.00
per SQ. FT.
37.
5,650
UN. FT.
~ zto. 00
Paint Traffic Stripe (2- 0,,-/0
Coat) at . Fo~~:: :~':'A:lr:~
- - - - -. - - - - -' - -. - - - -.. . - . - - - - -... -.. -. ... -. -'
per UN. FT.
38.
220
EACH
770. 00
Pavement Marker (Reflective) 350
at --rHI'fe:e' . (Jo6t../9/?S
./7,ul> :F$'~7:Y:: ~~~~I
. . . . -. ......... . per EACH
1
L. s.
L.S.
39.
Signal and Lighting (Loca
tion 1) at the Lump Sum
pri ce of Sip\;- -7'-'/ - r:l"\/'E'
-r-I.f <=> iJ'J /-?;v/J .. ~.pG> C/- 4' .-e5
-fllll O. . . . --e--l'VCo' . 'C.~'iVt'/
if (Jo 0_ 00
I'
1
1
1
1
1
1
1
1
1
I
1
1
1
1
1
1
1
1
ITEM
40.
PLAN NO. 9175
94 367
QUANT !TV . .
1
DESCRIPTION OF ITEMS WITH
UNIT. UNIT PRICE WRITTEN IN WORDS. PRICE TOTAL
L. S . S i 9 n a 1 and L i 9 h tin 9 (L 0 c a - L . S . 5-5000 .0 <:>
tion 2) at the Lump Sum
pr ice of . -;::~ F' Tv . -F.rl/€
-rf!M.LS :r9""P . - tho' L 6A~S
4-/Vt>- . . - .. ~~ <-.E-rTr
NOTE:
TOTAL BID $
- .3.40- 3-LfI.o.~._
The unit price must be written in words and also
shown in figures, The total price must be extended
for each item of work and the total of all items
inserted in the space provided.
)
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94 367
In case of a discrepancy between words and figures, the
words shall prevail.
It is the understanding ~f the undersigned that the work
hereinabove described shall, be commenced and completed as
directed in Section 4, "Beginning of Work, Time of Completion
and Liquidated Damages", of these Special Provisions.
The undersigned further agrees that in case of default in
executing the contract, or furnishing necessary bonds, all
within the specified time, the proceeds of the Bidder's
Guaranty accompanying this proposal shall be paid to the City
of San Bernardino as liquidated damages.
FIRM NAME: '\\\('~\~~.~ (C>{ VC-,( (\~ \t\(\
BUSINESS ADDRESS: \'),'.( \ ';, l Ci rr, c\ >\\(~ (' 0,\-\c\(\ I eft q::+,?,o.:-\
LICENSE NO. \i-\C\\/<,,,:\ c.-:-
SIGNATURE OF BIDDERS:
If an individual, so state. f a firm or co-partnership,
state the firm name and give the names of all individuals, co-
partners composing the firm. Ifa corporation, state legal
name of the corporation, also the 'names of the president,
secretary, treasurer and manager thereof.
~cr Z (1'\\ (U'^' z c\ (f' \Q(\( I\'\-;>
_~ 'r \(\\J \-\\(\\\ :"
Telephone No. (<Wlj) ~;)c.-\ -C't, \ D!1
Dated: ~~ ~\')\'V\\>I~ r::{ "
, 193:1.
BIDDERS ACKNOWLEDGEMENT OF ADDENDUMS:
ADDENDUM NO. 1
ADDENDUM NO. 2
ADDENDUM NO. 3
DATE:
DATE:
DATE:
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94 367
CORPORATE RESOLUTION
At a meeting of the Board of Directors of MATICH CORPORATION, A
California corporation, duly called and held on the 13th day of
MAY, 1993, a quorum being present, the following RESOLUTION was
adopted:
"RESOLVED, that the Corporate Officers for Matich
Corporation are:
CHAIRMAN OF THE BOARD
Martin A. Matich
PRESIDENT
stephen A, Matich
EXEC. VICE PRESIDENT
Roy A. Hays
TREASURER
Randall S. Valadez
CORPORATE SECRETARY
Williamina Matich
VICE PRESIDENT - SYSTEMS
Williamina Matich
VICE PRESIDENT - ESTIMATING
Roy J. Bartl et t
John Martin Matich
VICE PRESIDENT - ASPHALT SALES
VICE PRESIDENT - OPERATIONS
John N. Matich II
VICE PRESIOgNT - CREDIT
Patrick A, Matich
VICE PRESIDENT - ENGINEERING
Robert M. Matich
ASSISTANT CORPORATE SECRETARY
Debra L. Bailey
FURTHER RESOLVED, that the above listed Corporate Officers are
duly authorized to sign documents ( bids, contracts, etc,) as may
be necessary on behalf of Matich Corporation.
I, Williamina Matich, Secretary of Matich Corporation have compared
the foregoing RESOLUTION with the original thereof, as it appears
on the records of the Board of Directors of said company, and do
certify that the same is a true and correct transcript therefrom,
and of the whole of said original RESOLUTION,
I further certify that said RESOLUTION has not been amended or
revoked and is still in full force and effect.
IN WITNESS WHEREOF, I have hereunto set my hand as such secretary
this 18th day of May 1993. ~
II ,{ " n n .., "-
. /< (jULLl,{+tU-/HA '5hd
(/,- Williamina Matich. Secretary
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94 367
Name & Address
Under Which
Subcontractor
Licensed
License
Number
LIST OF SUBCONTRACTORS
Contractor
1.0. Number
Sub-Contract
Amount
Specific Description
Sub-contract
/;/'(70' c.;
ll:iVl!'!.V . 17 / ~G 7Jf'-tC
/
j 30 '2:'3{i/ u-r-T-r~fV>?
4ve.
,fI/ltCJ{D 'c..OC-hi'f)OA/6-~ c-? '1f);>'!
1/'
~~~~$. .1tlA/tb
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5aoo.g?
1f.-;I::I;L'To' ('.:~ .'1'2.37 (;
./
~~~"T>'9Te- 5?2.t9t.f
r.-(~ ~p~ $UC-
:320 .E~- -T-H-:P'~ JT_
8€/fiJnorrT;.<lo.-'9 12. Z2-J
33- 01 n%~o
.1+~,()53.66 - ~~9/ ;/69t?Jf"1
q 5-a.'}D'~-c.S
3<;>; 7-b t>-.. =
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-.4<.tf-.- MR? ~ -- --
-
1S-3.(.'5S"f'lf ~;(J9f 2-,f;O -r:-)hr~ /)/d'//l----
~3~03'l'1BIS ~:3,J-N..1;8-7 ~{~/1'I~k
.a..__._.___ ______.......__ -____....._...______...__...__
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94 367
IAOIlyiq c.. ~
Certification for Federal Aid Contracts
The prospective panicipant cenifies, by sip!ing and submitting this bid or proposal. to the best of his or ber
laIowledge and belief. lbIt
. (1) No Federal appropriated funds bave been paid or will be paid, by or 011 behalf of the IllldersiIJllCd. to any
penon for influencing or aaempting to influence an officer or employee of any Federal agelit)', a Member
of Conpess, an offICer or employee of Conpess. or an employee of a Member of Conpas in connecDon
willi the awarding of any Federal conlt1lCl. the making of any Federal srant. the making of any Fedmlloan,
the entering U1to of any cooperative apmenl. and the uu:nsion. continuation, renewal. amendment, or
modifICation of any Federal conlt1lCl, 1JIlIII1. loan. or cooperati~ qreemem.
(2) If any funds other than Federal apjItopriau:cl funds ba~ been paid or will be paid to any penoII for
influencing or auempting to influence an officer or employee of any Federal lIency. a Member of
Conpess, an officer or employee of Conpess. or an employee of a Member of Conpess in coanec:tion
with this Fedenl contraCI. anal, loIiI, or cooperali~ apeemelll. the undersip1e4 shall compleu: and submit
SllIIIdard FcnD-U.L. "DiElosuft ofLobliyinl Aclivilies.. in ICCQIdance with ill iDslnKt>-~,
This cenifil;atioa is 11IIII&ria11~~:ntIIiOll of facl upon whicIl teliaace was p1aced when dliIlIaIISKtion was
made or enu:red into. Submission of this c;erti""'llioII is I praeqaisile for makinl or eJllIriDI iaJo dIis tIIlISICtion
imposed by Section 1352. Tide 31. U.s. Code. Any penon wbo fails to file the required ceniflCllion sball be.
subjec:lto I civil peIlIIlY of DOl ... than 510.000 and DOl more than 5100.000 far eacb sucII CaiIlIIe. .
Tbe p1()Speai~ panieipanl also apes by submiuinl his ar her bid or proposal dial be ar she shall teqllire thal
the lanlUlP of this certificaIioa be iac:lucIed in aD lower tier SIIbc:onIral:lS whicb e.xceetI S 100.000 and tba1 all such
subrecipienll shall cenify and disclose acccxdinIIY.
(1)
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. 94 3 6 7
DISCLOSURE OF LOBBYING ACTlVmES
Compl<<e thie farm to dilcloM Iotlbying .aMtlM punu8Ilt tD 31 U.s.C. 13112
2. SlaN8 of federal ActIon:
O .. ~oIlIrIlPPlicaIion
b. .......a
Co palll.....-d
I. ""*' Type:
0..-
....-
1. Type 01 Federal Action:
O .....,r
D, ...
C. _ p ~_1~..._4
d._
I, _........
r.__
.. HelM and Adra.. of Raportlng entity:
o Prima Cl SubaWardH
roar _' if known
. Congra..lonal DI.u'Ict, if known:
6. Fadaral Dapartment/Agency:
.. Fedaral Acllon Numbe!. I k_:
10. L HelM and Adclra.. of LobIlytn9 entity
(it individual. I.' _. tint nama. M'):
5.
ward.., Enter
7.
nal DI.u'Icl, If known:
. eral Program HemalOaacrtptlon:
CFDA Numbar,l.pplicabla
e. Award Amount, if known:
.
II. IndlYldua18 Parformlng SarY\OH (ittc1udit'4 ~ if
tiIIarant from No. 10.}
(/at _. fItII_, AII):
(attach CQntjnualion Sh..,(.) , nalllJfaty;
11. Amount of Payment (ch<<:k" tMt 4JPIy):
. Cl IClIIat Cl plclnad
12. Form of payment (ch<<:k ., thIlt ~):
BLcuh
b. in-kind; specify: IlIlIft
value
11. Type of Payment (dtck ., thIlt ~)
& ......
~ Il. 01" IiIM ...
Co _I~'II':"'-
cl. WIIlIIII'......~...
.. .A~11d
f. 0lI0ar, apaciIy:
-
14. 'rlef Daacrlptlon 01 Servlcel '-1otm1d Of to ba perforrnacland Date(l) of SerYIce,IncludIng olfIcIr(l),
arnployH(l). or rnamber(l) oontaclId,lor Paymlnt IndlcatICIln him 11:
(altadt Co/ltitIuation SM<<(') iI_svy)
15. Continuation Shllt(l) attached: CJ V. CJ No
11.
..__AII................. ......... ......... ~ 111111 u.a.c.
....... ,.. 1Ne .11"' r......,... ...............
__~.m II.......................... "'.. - .......
.........I.IR_................ 1tM If1:lI'IT-......
_..I1UC.._1lIIo""-...._....'-
..1 ......-y 1M.......... .. ........ ~1"1 - "".........
... ~............ .'f'--"'M ...... .........,,,..
--.-...---.-..---
Fadlral U. Only:
SlgnatUN:
Print N8me:
TltII:
TI..ph- No.:_
DI1I:
.......~~al~
__.w,
..__e-._'.',ca....QI.OII,AC
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94 367
INSTRUCTIONS 'OR COMPLETION 0' SP.LLL,
DISCLOSURE 0' LOBBYING ACTlvmES
. 'Ibis c1isr'- farm sbaI1 be compleled by the.,~1 en~. whelher sut.~ or prime Federal recipiCm,
III the inilialioe or receipt 'Jf QY.Cf"o FedenI ~on or a 1IIIleria1 chanae 10 preVIOUS filinl pursuant 10 litle 31
U ,S,C. seclion 1352. 'Ibe llliIIl of a form is required for such payment or a~ent 10 make payment 10 Iobbyin,
entity for inflllCllCin, or aaempting 10 influena an officer or employee of any aaency. a Member of Conpess an
officer or employee of Conpess or an em~loyee of a Mem~ of Congress in COMec~~ with a covered Fede:aI
action. Auach a conlinualion slIeet for additional informlUon if the space on the form IS inadequate. Canplete all
items that apply for bod! the initial filing and material chanae report. Refer 10 the implemenling auidance published
by the Offi~ of ManalemeDt and Budget for additional information.
1. Identify the type of covered Federal aclion for which lobby in, activity is and/or has been secured to
influence. the outCOme of a covered Fedenlaction. .
2, IdcIltify the SlaIllS of the covered Fedenl action.
3, Identify the appropriate classification of this report. If this is a foUoWUP report caused by a material change
10 the information previously reponed, enter the year and quarter in which the chanae occumd. Enser the
date of the last. previously submitted report by this repcrtin, entity for this covaed Federa1 action.
4. Enter the full name, address, city, SlIte and zip code of the reponin, enlity. Include Conpessional Dislrict
if known. Check the appropriate classiflCltion of the reponing entity that desiplltes if it is or expects 10
be a prime or subaward recipienL Identify the tier of the subawardee, e.,.,the fll'St subawardee of the prime
is the fIrSt tier. Subawards include but are not limited 10 subconlr1lCts, subglUlS and conlr1lCt awards IItIder
pts.
S. If the organiution filing the repot\ in Item 4 checks "Sut.wardee" then enser the fuIllllllle. ad4ress, city.
swe and zip code of the prime Federal recipienL Include Conpessional Dislric&. if IaIowIL
6, Enter the name - or the Federa1qency makinl the award or loan commitmellL Include at \eut one
orpnization level below agency naiM. if known. For example, DepartmelU or TnJISPClItIlioa. United
Swes Coast 0\l1li1. - -
7, Enter lbe Fedaal proaram IIIIIIe or descriplion for lbe c:lVered FedenI aaioa (item 1). If kDo-. emerlbe
full CaraIoI ofFedcnl Domestic .....;""'1ICe (CFDA) number for pIlts. ......pemive apemea.lcIna IIIIS
loan commiunents. .
8. Enter the most -woopriate Fedenl idemifyin, number a'4ilable for the FedcnI aaioa identifiCllioll in ilIlIII
1 (to,.. Request for PrtIpoSII (RFP) llUI'Ilber, IDvilItion for BieI (IFB) number. pIIlllllUlllWlCement n1llDbel'.
the COI\lI'ICl pulL or \out award 1I1III\bel'. 1IIe appliCltioll/plopOSl conaolllUlllber ISSipeel by lbe FecIerII
apncy). Include prefixeI. to,.. "RFP.DE-90-001:
9, Fer a...,..ered Federal action wbefe there bas been an .-d or loin COU\IIIiImllIll1I7 lbe FecIen1 qelICY. eIIlIr
tile Feden1 amount of the awanlIIOIII COl1IIIliunena for tile prisM IlIlity idenlified ill item 4 or 5.
10. (a) Enter the full name. address. city. SlIte and ~p code or the lobbyin, entity enppd by the .~tin,
enlity identified in item 4 10 i"n..--Ilbe coveted FecIen1IC:lioL
(b) Enter die full names or the iDdividuaKs) pedormin, servicel and include full address if clifftnnt from 10
(a). Enter Last Name. FIrSt Name IIIIS MiddIc lnilial (MI),
11. Enter the amount r$. COIIIpensation paid or reasonably expected 10 be plid by tbe reponina entity (item 4) 10
the lobbying entity (item 10), Indicate whether the payment has been made (ICtIII1) or will be made
(planned). Check all boxes thal apply. If this is a nweria1 chanae report, enter lbe cumulalive llllount of
payment made or pIanIIed 10 be made.
12. Check the approprWe bolt(es). Check all boltes that apply. If payment is made throuP an in.kiDd
conaibulion. specify the nature and value of the in.kind paymenL .
13. ChecIt the appropriate bolt(es). Check all boxes that apply. If odIei', specify nawre.
14, Provide a spec:il'il: and detailed desaiplion of the services that the lobbyist bas performed or will be expected
10 perform and the dale(s) of any savices rendered. Include all preparalDrY and rdated Iaivity not just lime
spent in actual contaCt with Fedcnl orrlCials. Identify the FecIera1 officer(s) or employee(S) conllCted or the
orrlCer(s) employee(s) or Member(s) or Conpesll1llt were COIltICted.
1 S. Check whether or not a continuation sheet(s) is 1lIIChed.
16. The cenifyin, official shaI1 sian and date the form. print his/ber name litle and telepbone number,
Public reponin, burden for this collection of information is es&imated 10 averqe 30 minutes per response.
including time for reviewin, inslnIction. searchin, exislin, dasa sources. ptberina and mainllinina the dati needed.
and complelin, and reviewln' the coUection or information. Send comments repn!inalM burden estimate or any
other aspect of this collection of information. incluclinl sullesUoDS for reducina this burden. 10 the Office of
Mana ment and Bud et, rwork Reduction Pro' t 0348-0046\ Washin , D.C. 20503.
..., _90
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94 367
TIT~E 49. CODE OF FEDERA~ REGULATIONS. PART 29
DEBARMENT AND SUSPENSION CERTIFICATION
'..
.
The bidder. under pena'lty of perjury. certifies that.
except as noted below. he/she or any person assoclated
therewith in the capacity of owner. partner. director. officer.
manager:
i's not currently under suspension. debarment, voluntary
exclusion, or determination of ineligibility by any
federa 1 agency;
has not been suspended. debarred, voluntarily excluded
or determined ineligible by any federal agency within
the past 3 years;
does not have a proposed debarment pending; and
has not been indicted. convicted. or had a civil
judgement rendered aga i nst it by a court of competent
jurisdiction in any manner involving fraud or official
misconduct ~ithin the past 3 years.
If there are any exceptions to this certification. insert
the exceptions in the following space.
~b~L/
Exceptions will not necessarily result in denial of award.
but will be considered in determining bidder responSibility.
For any exception noted above, indicate below to whom it
a p p 1 i e s. i nit i at i n gag e n c y, and d ate s 0 f act ion.
NOTE: Providing false information may result in criminal pro-
secution or administrative sanctions.
The above certification is part of' the Proposal.
Signing this Proposal on the signature portion thereof
shall also constitute signature of this Certification.
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94 367
PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT
In acCorct.nce with Publi c Contract Code Secti on 10285.1
(Chapter 31f. Stats. 1985), ,the bidder hereby deClar~S nder
penalty of perjury that the bidder has , has not been
convicted within the preceding three years of any 0 enses
referred to in that secti on, i ncl udi ng any charge of fraud,
bribery, collusion, conspiracy, or any other act in violation
of any state or federal anti trust 1 aw in connecti on wi th the
biddi ng upon, award of. or performance of, any Publ i c Works
contract. as defined in Public Contract Section 1101, with any
public entity, as defined in Public Contract Code Section 1100,
including the Regents of the University of California or the
T~ustees of the California State University. The term "bidder"
is understood to include any partner, member, officer,
director, responsible managing officer, or responsible managing
officer, or responsible managing employee thereof. as referred
to in Section 10285.1.
NOTE: The bidder must place a check mark afte.r "has" or "ha.s
not" in one of the blank spaces provided.
The above Statement. i s part of the Proposal. Si gni ng
this Proposal on the signature portion thereof shall
also constitute signature of this Statement.
8idders are cautioned that making a false certification
may subject the certifier to criminal prosecution.
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94 367
THE BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF
THIS PROPOSAL SHALL ALSO CONSTITUTE AN ENDORSEMENT
. AN~tlECUTION OF THOSE CERTIFICATIONS WHICH ARE A
. PART OF THIS PROPOSAL
The bidder L. proposed subcontractor -' hereby
certifies that he has 1. _has not . participated in a
previouS contract or subcontract subject to the equal
opportunity clause, as required by Executive Orders 10925,
11114, or 11246. and that, where required. he has filed with
the Joint Reporting Committee. the Director of the Office of
Federal Contract compliance. a Federal Government contracting
or administering agency, or the former President's Committee on
-
Equal Employment Opportunity. all reports due under the
applicable filing requirements.
Note: The above certification is required by the Eq~al
Employment Opportunity Regulations of the Secretary of
Labor (41 CFR 60-1.Hb)(1)). and must be subllittedby
bidders and proposed subcontractors on 1 y in connec:ti on
with contracts and subcontrac:ts whicb are subject to the.
equal opportunity c:lause. Contracts and subcontracts
which are exempt from the equal opportunity clause are
set forth in 41 CFR 60-1.5. (Generally only contracts
or subcontracts of $10.000.00 or under are exempt.)
Currently. Standard Form 100 (EEO-1) is the only report
required by the Executive Orders or their implementing
regulations.
.
Proposed prime contractors and subcontractors who have
participated in a previous contract or subcontract
subject to the Executive Orders and have not fi led the
required reports should note that 41 CFR 60-1.7(b)(l)
prevents the award of contracts and subcontracts unless
such contractor submits a report covering the delinquent
period or such other period specified by the Federal
Highway Administration or by the Director. Office of
Federal Contract Compliance. U.S. Department of Labor.
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94 367
By my signature on this prc:lOsal I cenily. uncer penar.y ot perjury unC.r th. laws of ttle S:ale of
CaUtomia, tllattn. toregoin; :uestlonnalre and Slatemems ot PuOlic Comraa Code Sections 10162.
10232 and 10285,1 are we ane :::rrect and tnattne blCOer has compli.d wilh th. r~UIIements at
Section 8103 of Ihe Fair Employment ane !-;OUSlng Commsslon "egolations (Chll)ler 5, Title 2 of the
Cafifornia A~rninistrative Coce:. By my SII;;nal\Jre on thIS proposal I tunhll c.rtify, und.r penatty of
perJury under tne laws of tne State of Calitoma and tne United SlatlS ot Am.rica, that th. Tille 23
Unit.d SlatlS Cod', SectIon 112 Non"Colluslon Attiaavit and the Till. ., Cod. of Fed.ral
Regulations. Pan 29 O.barmem and Suspension C.rtification art tN' and corrld.
oat.:s'c; ?~"i 16\ \\H ;}l. \0, Cj'-\
S9n&lurt of Biddef
Business Aderns Q.[J e,c,'I.. ~N:,t,() ~(H\ ~7\\\I\ \(\\\11\ C'f\ C\ri'-\ \)"
.
Plac. ot Business \~l\ c,. i-.fl ((,Ami\.- C" \~\\, (\1 C\,(h'~)J-LI
Plac:a of R.sidenc. f. \ ( R-
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94 367
(It is required that the bidder execute the affidavit on this
page at U!' ti.. of submitting his bid. in accordance with
instructio" in the Federal Requirements in this booklet.)
NON-COLLUSION AFFIDAVIT
To the City of San Bernardino:
The undersigned in submitting a bid for performing the
following work by contract. b~ing duly sworn. deposes and says:
That he has not. either directly or indirectly. ent.ered into
any agreement. participated in any collusion. or otherwise
taken any action in restraint of free competitive bidding in
connection with such contract.
~ t-, Q\!\'( C::]\0t,h
c:r\ \\ ~'<~g (\ ({ \. ~\ \ \ i t\ {A, Q:;),,-,\ \ 1..
us nes s ddress
:y\P-:
lace of Residence
Subscribed and sworn to before me this ..3.b day of C'~\n\o1X
19~.
r~~)~\f\ .~ ,~(\~~ .
Notary ub ic in and for th@:J:ounty of~~"c'~,_",,',\4, ,:t:,.
~(\f\ Vw\(\(,(c\\\l() . State of California
My Commission Expires
S'7 n\ ') ,q '{l
\
.19_.
Debra L. Bailey ~
Comm, #1003918 "
TARY PUBLIC. CAlIFORNIA'!'O
SAN BERNARDINO COUNTY
eomm. Expi... SopI. 2, 1887 ..
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94 367
va.IMII'. COMPENSATION INSUIANCI CERTIFICATI
CODtr~;r akall eSlcuca' cho follovin, fora aa required
Cal1fora18 Labor Code, SacCiOD 1860 and 1861:
b)'
na
cbe
I a. avare of Che proy1lio.1 of Sactio. 3700 of cha Labor Coda
vhicb requirl eyer)' ..plo)'er to ba inlurad a.ainlC liabilit)' for
vork.e.'1 co.pe.lae10. or co undereake lelf-inaurancl 1n
accordanca vich proy1.10nl of ehae coda, and I viII co.pl)' viCh
lacb proyilio.a befora co..enc1n. ehe parfor.ancl of the work of
ehil cOllerace.
I)ac~ :C::;'?i~\rffi\[\?( ~ l" \ q qu,
('{\ C\'\\C~ C(\~~M~\t,~
(C~ ,)
13'1:6- ~~
jJ \c '? YO ,\ c\ ) (\--t
(Title)
Ace.le:
~ '--to'
B)': ~\"~ll!\ ,\y\~(jQ~
~ C'cA . C c\ <; ~ . C; "iC \ r\. c, \ \ (
Ticle)
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94 367
~~ ~::;~.
AIU Insurance Company
Ameriealn Home Assurance Company
Granite State Insur.nce Company
ThelnSUr8nee Company of the St.te of Pennsytvania
NatioNI Union Fir. Insurance Company of Pittsburgh. P..
New Hampshire Insurance Company
American International Companies
Principal Bond Office
70 Pine Street. New York. N,Y. 10270
BID BOND
(AlA 310)
KNOW ALL MEN BY THESE PRESENTS:
That
MATICH CORPORATION
. as Principal. and
AMERICAN HOME ASSURANCE COMPANY
. as Surety, are held and firmly bound
unto
CITY OF SAN BERNARDINO
. as Obligee. in the sum of
TEN PERCENT OF THE TOTAL AMOUNT OF THE BID
Dollars
1$ 10% I, for the payment of which sum. well and truly to be made, the Principal and Surety bind themselves. their
heirs. executors, administrators. successors and assigns. jointly and severally. firmly by these presents.
WHEREAS. the Principal has submitted a bid for CONSTRUCTION ON STATE HIGHWAY IN SAN BERNARDINO COUNTY,
IN SAN BERNARDINO FROM 0.1 MILE SOUTH TO 0.1 MILE NORTH OF UNIVERSITY PARKWAY
UNDERCROSSING
NOW. THEREFORE. if the Obligee shall accept the bid of the Principaf and the Principal shall enter into a Contract with the Obligee in
accordance with the terms of such bid. and give such bond or bonds as may be specified in the bidding or Contract Documents with
good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in
the prosecution thereaf. or in the event of the failure at the Principal to enter such Contract and give such bond or bonds. if the
Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such
larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid. then this
obligation shall be null and void, otherwise to remain in full force and effect.
Signed. sealed and dated
SEPTEMBER 22, 1994
~~" (' c3:~G'00~
( 'tnessl
MATICH CORPORATION
{~
By \l\t. I; ~ \ L\'\ <-
(Title)
(5u11
Bond No. BID
AnOf....y-In-Fact
23373 (3/84)
94 367
American Home Assurance Company
National Union Fire Insurance Company of Pittsburgh, Pa.
Principal Bond Office: 70 Pine S=~ New YorX, NY 10270
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POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS:
No. 04-B-34295
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11la1 American Home Assurance Company, a New York corporation, and NauonaJ LllIon Flre Insurance Company of Pittsburgh,
Pa., a Pennsylvania corporation, does each hereby appoint
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-Mike Parizlno, Harriet Lambell, James W. MoilUlen, Margareta T. Hien, Judith K Cunningham, John M. Garrett,
RDbert M. Minot, JUlina Beaudry: of SUlta ADa, Califomia-
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its true and lawful AlIomey(s)-in-Fact, with full authority to execute on 1IS behalf bonds, undertakings. recognizances and other
contracts of iDdtmnity and writings obligatory in the nature thereof. ,ssued in the course of its business, and to bind the respective
company t.'lereby.
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IN WITNESS WHEREOF. American Home Assurance Compam and National Umon Fire Insurance Company of Pittsburgh, Pa.
have each executed these presents
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thisJQ...day of November, 1993.
&~q~
William D. Smith President
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STATE OF NEW YORK }
COUNTY OF NEW YORK}...
On this 30l!Lday of November 93, before me carne
the above named officer of American Home Assurance
Company and National Union Fire Insurance Company of
Pittsburgh, Pa., to me personally kDown to be the individual''' PAUlmE K. WILliAM'
and officer described herein, and ackDowledged that he Not.ty Publ;,. State of New Yorf/
executed the foregoing instrument and affixed the seals of . . No: 31-4972606
" .. Quallfred In New York County
S3ld corporatIons thereto by authonty of his office. Certificate Filed in New York County
Convnission upires October 1, 19~/
CERTIFICATE
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'----t~-< J0w ""'
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Excerpts of Resolutions adopted by the Boards of DirectoR of American Home A.s&urance Company and National Union Fire Insurance Company of
Pittsburgh, Pa. on May 18, 1976:
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"RESOLVED, that the Chairman of the Board, the President, or any Vice President be, and hereby is, authorized to appoint Attorne)'5-in-Fact to repraent
and act for and on behalf of the Company to execute bonds, undertakings, recognizances and other contracts of indemnity and writings obligatory in the nature
thereof, and to attach tbereto the corporate leal of the Company, in the transaction of its surety business;
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"RESOLVED, that the signatures and attestations of such officers and the seal of the Company may be afftxed to any such Power of Attorney or to any
certificate relating thereto by facsimile, and any 5uch Power of Attorney or certificate bearing such facsimile 5ignatures or facsimile seal shall be valid and
binding upon the Company when so affued with respect to any bond, undertaking, reCOl"izance or other contract of indemnity or writinl obliptory in the
nature thereof;
"RESOLVED, that any such Attorney-in-Fact delivering a secretarial Cfrtification that the foregoing resolutions still be in effect may iJIKrt in luch
I certification the date thereof, said date to be not later than the date of delivery thereof by such Attorney-in-Fact."
I, Elizabeth M. Tuck, Secretary of American Home Assurance Company and of National Union Fire Insurance Company of Pittmurgh, Pa. do hereby certify
that the foregoing excerpts of Resolutions adopted by the Boards of Directors of these corporations, and the Powers of Attorney ,"ued punuant thereto, are
I true and correct, and that both the Resolutions and the Powers of Attorney are in full force and effect.
IN ~'ESS WHEREOF, I have hereunto set my hand. and afflXed the facsimile seal of each corporation
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this 22 day of SEPTEMBER '.19 94.
~~be~.T~1s~
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94 367
IALIFORNlA ALL-PURPOSE ACKNOWLEDGEMENf
Itate of California
County of ORANGE
In
9-22-94
before me,
J.K. CUNNINGHAM
Notary Public
Date
rrBonallY appeared JANINA BEAUDRY
Name of Signer(B)
~personally known to me - OR - [Jproved to me on the basis of satisfactory evidence
I to be the person(s) whose name(s) is/are subscribed to
the within instrument and acknowledged to me that
he/she/they executed the same in hh/her/their
authorized capacity(ies). and that by his/her/their
signature(s) on the instrument the person(s)or the
entity upon behalf of which the person(s) acted,
executed the instrument.
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~-'" ... ... "'--. ~ ....._...._..--~--~ '": ........... ...~
':- J K rIJ,,""'II('HAM ',L
-4 . . _, I ~ :"<1. ~ r
~ .. ('rV~\: J""70'V2 <::
L, --\-'__,1". -rr.J .....0 -<:
::-:.,. -., ' i-' :.1 "C' ~-":c f-"':'NIA ~
.:? "."" . ".,\ a
", ~,'A:,',~E COUNTY N
~I MY ~r-"'.""::~'i !":I;'.I':'CC: \~P '0 1996 :r
J, L."", ,..~ ." ~ ,_~ _.~ ." . ,.
-~-Tu;----;--r~~~ ... ... ... T ... ... ...
WITNESS my hand and off' . 1 seal.
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~5~==~==-~'?':~)!~
l&:~--~~~~~
IOU,h die dati below i. noc required by law. it may ptoY. valUlble to ponons relyina on the document and could pmeat frauduleal Nluacbmal ot dlit form.
CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT
I INDIVIDUAL
~CORPORATE OFFICER
I TITLE(S)
[J PARTNERS (S )
I
TITLE OR TYPE OF DOCUMENT
[J LIMITED
[J GENERAL
NUMBER OF PAGES
CSATTORNEY-IN-FACT
I TRUSTEE (S )
GUARDIAN/CONSERVATOR
[JOTHER:
IGNER IS REPRESEHTIHG:
NAME OF PERSON(S) OR ENITrY(lES)
I
DATE OF DOCUMENT
SIGNER(S) <mIEIl THAN NAMED ABOVE
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94 1r,..,
........................................................................
SPECIAL NOTICE
........................................................................
1111 biddlr's ..-lial is diaw:IId 10 .. SICIion IIllidId "ltIqairId LisIia. f/l Piopallll
Su~ ~.CIIlII. iD s.co-1 of 1111 speciII...o.a.I'IpIdIll.lIIIl1ql1irem1a& l1li& praFW~
~ l1li u.d ia 1111 biddlr's ........ w..s f/llillilll aaly III~ HII..DlS far sipal
lid a......wadt.in lIII....lII_t~-'" ~'I..IIOW 10 ba IiaId ill dII...~ far illllll
of wCIIt ar jlCII1iaRIlbInGf Dill.....,.,. llllIClId ia __ f/l ClIII-IIaIf f/l CIllI plRlIll of 1III1lC11 bid
ar SI0.000. wIIidIa_.is ar-.
Ia 1111 c:III wIIIN . biddIr claillll an iDId\..lIlll cIIrical_ in IisIinI .....OMJICIIIII, ....
of 1111 claillllllUll ba sulrl- D dII CIIiIf. 0fIIcII f/l 0fIIcII EApnar ia wriliD. widIia 1
WCIIlIiq clays .. 1III1i1Da of 1111 bid opIIIia.lllIl..s capiII of tIIc nacicllO 1111 subclInnctllrl
iIMlMd.
011 plajlcls wi... DIE lOIII. dla s.blO-jj,~lIlr 1Is1iat......... """11 ..... is ill
..toI1n.- 111111 DIE ~1iIIInI by dII-=nIl PddIy dIr dla bid Oll'-'" 11111
IiIliap IlIIISC ba to"'" --- willa dlllllbcV'1nICliIl11lDll1lllt 1IIIIlI1III.......,.. dollar IIIICIUIIl
1IInI""1dI.
........................................................................
II
94 367
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94 367
"FINAL REPORT, UTILIZATION OF DBE's" FORM GUIDELINES
,
> AGENCY will r.c.ive two copi.s o~ the "Final Report,
Utilization 01 Disadvantaged Busin.ss Enterprises(DBI)" 1orm.
> AGENCY r.tainl on. copy in ~ha.proj.ct 1ila.
.
> AGENCY ,ivel .econd copy to the PRIME CONTRACTOR to co.plet.
and submit at the completion 01 the proj.ot a. requir.d
by the Contraot Sp.oial Pxovisioa.. "
> PRIME CONTRACTOR rec.iv.s his oOPY at the pr.-oonstruction
....tin' with instxuotionl 10r it. oo.pl.tion.
'.. ..
> PRIll CONTRACTOR .hall b. .adeawax. 01 tha p.nalti.. 10x
non-oo.plianoa Which axe explain.d in the Contxact Sp.oial
Pxovis1on..
I C4tttan6 -~VU '.tOIl C~OIl 4IId LabO.t COIIIpUanc.e
rcU.U "ui" /(OU .i.n .tIzu& ~0fl.6.1
> AGENCY shall xeviaw the co.pl.t.d 1ox. and datarm1n.
11 th.xa ax. any 1xxagulaxit1.. ox 11 the P~I"I COXTllCTOl
hal 1a1l.d to ach1.ve hi. DIE oo..it..nt.
> AGENCY .Ult s.tis1actoXily r.solv. all d.1ic1.nci.s
b.1or. r.l.a.in, the r.t.ntion.
> CALTRANS will xaviaw the compl.t.d 10rm 10r aocuraoy
and complianc. with the Contxact DIE Sp.cial Provisions.
> Failure to .n1orca the Contract DIE Sp.c1al Provisions
and to asseas the proper p.naltias will result in loss 01
Federal 1unds and .ay .11act the l,.ncy's Federal-lid
Highway Progra..
Ii ~ hAxA AnX au.stions ahout 1h& 111 Proara~. ~l.a.. contact
Mary L. htteraon (909) 383-1\460.
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94 367
SPECIAL PROVISIONS
SECTION I
SPECIFICATIONS AND PLANS
1.01 GENERAL -- The work embodied herein shall be done in
accordance with the Specifications entitled "State of California,
Business and Transportation Agency, Department of Transportation,
Standard Specifications", dated July 1992, and the California
Standard Plans, dated July 1992, insofar as the same may apply
and in accordance with the following Special Provisions.
1.02 DEFINITIONS -- Whenever in the Standard Specifications
the following terms are used, they shall be understood to mean
and refer to the following:
Department of Transportation
The City of San Bernardino.
Director
The City Engineer of the City of San Bernardino.
Engineer
The City Engineer, acting either directly or through
properly authorized agents, such agents acting wi thin the
scope of the particular duties delegated to them.
Laboratory
The laboratory to be designated by the City of San
Bernardino to test materials and work involved in the
contract.
Notice to Contractors
Notice Inviting Bids.
State
The City of San Bernardino.
Other terms appearing in the Standard Specifications, and
these Special Provisions, shall have the intent and meaning
specified in Section 1, Definitions and Terms, of the Standard
Specifications.
In case of conflict between the Standard Specifications and
these Special Provisions, the Special Provisions shall take
precedence over and be used in lieu of such conflicting portions.
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924"d367
SECTION 2.
PROPOSAL REQUIREMENTS AND CONDITIONS
2-1.01 GENERAL -- The bidder's attention is directed to
the provisions in Section 2, "Proposal Requirements and
Condi tions", of the Standard Specifications, and these Special
Provisions for the requirements and condi tions which he must
observe in the preparation of the proposal form and the
submission of the bid.
The last sentence in Section 2-1.01, "Contents of Proposal
Forms", of the Standard Specifications is deleted.
After the fifth paragraph of Section 2-1.03, "Examination
of Plans, Specifications, Contract, and Site of Work", the
following is added:
When cross sections are included with the contract
Plans, it is expressly understood and agreed that said
cross sections do not constitute part of the contract,
do not necessarily represent actual site conditions or
show location, character, dimensions and details of
work to be performed, and are included in the Plans
only for the convenience of bidders and their use is
subject to all the conditions and limitations set forth
in this Section 2-1.03.
When cross sections were not included in the Plans
but are available, bidders or Contractors may inspect
such cross sections and obtain copies for their use, at
their expense.
The
2-1.05,
amended
first sentence of the second paragraph in Section
"Proposal Forms", of the Standard Specifications is
to read:
The proposal form is bound together with the
contrac t.
In accordance with Public Contract Code Section
Non- collusion Affidavit is included in the proposal.
the proposal shall also constitute signature
Noncollusion Affidavit.
7106, a
Signing
of the
2-1.015 FEDERAL LOBBYING RESTRICTIONS -- Section 1352,
Title 31, United States Code prohibits Federal funds from being
expended by the recipient or any lower tier subrecipient of a
Federal-aid contract to pay for any person for influencing or
attempting to influence a Federal agency or Congress ,in
connection with the awarding of any Federal-aid contract, the
making of any Federal grant or loan, or the entering into of
any cooperative agreement.
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94 367
If any finds other than Federal funds have been paid for
the same purposes in connection with this Federal-aid contract,
the recipient shall submit an executed certification and, if
required, submit a completed disclosure form as part of the bid
documents.
A
payment
included
Lobbying
Standard
Proposal
certification for Federal-aid contracts regarding
of funds to lobby Congress or a Federal agency is
in the Pro~osal. Standard Form - LLL, "Disclosure of
Activities', with instructions for completion of the
Form is also included in the Proposal. Signing the
shall constitute signature of the Certification.
The above-referenced certification and disclosure of
lobbying activities shall be included in each subcontract and
any lower-tier contracts exceeding $100,000.00. All disclosure
forms, but not certifications, shall be forwarded from tier to
tier until received by the Engineer.
The Contractor, subcontractors and any lower-tier
contractors shall file a disclosure form at the end of each
calendar quarter in which there occurs any event that required
disclosure or that materially affects the accuracy of the
information contained in any disclosure form previously filed
by the Contractor, subcontractors and any lower-tier
contractors. An event that materially affects the accuracy of
the information reported includes:
(1) A cumulative increase of $25,000.00 or more in
the amount paid or expected to be paid for influencing or
attempting to influence a covered Federal action; or
(2) A
influencing
action; or,
change in the person(s) or individual(s)
or attempting to influence a covered Federal
(3) A change in the officer(s), employee(s), or
Member(s) contacted to influence or attempt to influence a
covered Federal action.
2-1.016 DESIGN ENGINEER MAY NOT BID ON CONSTRUCTION
CONTRACT -- No engineering or architectural firm which has
provided design services for a project shall be eligible to bid
on the contract to construct the project. The ineligible to
bid include the prime contractor for design, subcontractors of
portions of the design, and affiliates of either. An
affiliate is a firm which is subject to the control of the same
persons, through joint ownership or otherwise.
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94 367
2-1.02 DISADVANTAGED BUSINESS ENTERPRISE -- This project
is subject to Part 23, Title 49, Code of Federal Regulations
entitled, "Participation By Minority Business Enterprises In
Department of Transportation Programs". The Regulations in
their entirety are incorporated herein by this reference.
Bidders shall be fully informed respecting the
requirements of the Regulations and the Department's
Disadvantaged business (DBE) program developed pursuant to the
Regulations; particular attention is directed to the following
matters:
(a) A DBE must be a small business concern as defined
pursuant to Section 3 of U.S. Small Business Act and
relevant regulations promulgated pursuant thereto;
(b) A DBE bidder, not bidding as a joint venture with a
non-DBE, will be required to meet the DBE goal
through subcontracting or material purchases or make
good faith effort do do so;
(c) A DBE may participate as a subcontractor, joint
partner with a prime or subcontractor, or vendor of
material or supplies;
(d) A DBE joint venture partner must be responsible for a
clearly defined portion of the work to be performed
in addition to satisfying requirements for ownership
and control. The DBE joint venture must submit
either Schedule B of the Regulations or California
Department of Transportation Office of Civil Rights
form entitled "Minority/Disadvantaged/Woman Business
Enterprise Joint Venture";
(e) A DBE must perform a commercially useful function,
i.e., must be responsible for the execution of a
distinct element of the work and must carry out its
responsibility by actually performing, managing and
supervising the work;
(f) Credit for a DBE vendor of materials or supplies is
limited to 60 percent of the amount to be paid to the
vendor for the material unless the vendor
manufactures or substantially alters the goods;
(g) Credit for trucking by DBEs will be as follows:
(i) The amount to be paid when a DBE trucker will
perform the trucking with his/her own trucks,
tractors and employees;
(ii) One hundred percent of trucking costs
allowed for all trucking acquired
certified DBE trucking brokers.
will be
through
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94 367
(h) A DBE must be a California Department of
Transportation certified DBE on the date bids for the
project are opened before credit may be allowed
toward the DBE goal. The Department's DBE Directory
identifies DBEs which have been certified. Others
may also qualify for certification but must be
certifi ed before bi d openi ng. The DBE Di rector may
be obtained from the Department of Transportation,
Material Operations Branch, Publication Distribution
Unit, 1900 Royal Oaks Drive, Sacramento, California
95815, Telephone: (916) 445-3520;
(i) Noncompliance by the Contractor with the requirements
of the regulations constitutes a breach of this
contract and may result in termination of the
contract or other appropriate remedy for such breach;
(j) Bidders are encouraged to utilize services offered by
banks owned and controlled by minorities or women.
2-1.03 DBE GOAL FOR . rHIS PROJECT -- The Department has
established the followlng goal for dlsadvantaged business (DBE)
participation for this project.
Disadvantaged business (DBE) [[DBE Goals]] 10 percent
It is the bidder's responsibility to make a sufficient
portion of the work available to subcontractors and suppliers
and to select those portions of the work or material needs
consistent with the available DBE subcontractors and suppliers,
so as to assure meeting the goal for DBE participation.
The Department has
organizations to assist
sUbcontracting or supplying
with the
preparing
foll owi ng
bids for
contracted
DBEs in
materials;
Triaxial Management Services, Inc. - Los Angeles
2594 Industry Way, Suite 101-A
Lynwood, CA 90262
Telephone: (310) 537-6677
FAX No. (310) 637-0128
Triaxial Management Services, Inc. - Los Angeles
2120 San Diego Avenue, ?suite 102
San Diego, CA 92110
Telephone: (619) 543-5109
FAX No. (619) 543-5108
Bidders may utilize the services of these organizations to
contact interested DBEs.
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2-1.04 RE UIRED LISTING OF PROPOSED SUBCONTRACTORS --
Each proposal s a ave ~ste t erein t e name an a ress of
each subcontractor to whom the bidder proposes to subcontract
portions of the work in the amount of 1/2 of one percent of his
total bid or $10,000, whichever is greater, in accordance
with the Subletting and Subcontracting Fair Practices Act,
commencing with Section 4100 of the Public Contract Code. The
bidder's attention is invited to other provisions of said Act
related to the impostion of penalties for a failure to observe
its provisions by using unauthorized subcontractors or by
making unauthorized substitutions.
A sheet for listing the subcontractors, as required
herein, is included in the Proposal.
Bidders are cautioned that
addition to the requirement
subcontractors after the opening
this listing requirement is in
to provide a list of DBE
of the proposals.
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SECTION 3
SUBMISSION OFDBE INFORMATION, AWARD,
AND EXECUTION OF CONTRACT
3-1.01 GENERAL -- The bidder's attention is directed to
the provisions 1n Section 3, "Award and Execution of Contract",
of the Standard Specifications and these Special Provisions for
the requirements and conditions concerning submittal of DBE
information, award, and execution of contract.
The required DBE information shall be submitted on the
"CALTRANS BIDDER - DBE INFORMATION" form.
It is the bidder's responsibility to meet the goal for DBE
participation or to provide information to establish that,
prior to bidding, the bidder made good faith efforts to do so.
3-1.01A DBE. INFORMATION If DBE information is not
submitted with the bid, the apparent successful bidder (low
bidder), the second low bidder shall submit DBE information to
the Department so the information is received by the Department
no later than close of business on the fourth day, not
including Saturdays, Sundays and legal holidays, following bid
opening. DBE information sent by certified mail and postmarked
on or before the third day, not including Saturdays, Sundays
and legal holidays, following bid opening will be accepted even
if it is received after said fourth day following bid opening.
Failure to submit the required DBE information by the time
specified will be grounds for finding the bid or proposal
nonresponsive. Other bidders need not submit DBE information
unless requested to do so by the Department. When such request
is made, the DBE information of such bidders shall be submitted
so the information is received by the Department no later than
close of business on the third day, not including Saturdays,
Sundays, and legal holidays, after said notification, unless a
later time is authorized by the Department.
The bidders DBE information shall establish that the DBE
goal will be met or that a good faith effort to meet the goal
has been made.
Bidders are cautioned that even though their submittal
indicates they will meet the stated DBE goal, their submittal
should also include their good faith efforts information along
with their DBE goal information to protect their eligibility
for award of the contract in the event the Department, in its
review, finds that the goal has not been met.
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The information to show that the DBE goal will be met
shall include the names of DBEs to be used, with a complete
description of work or supplies to be provided by each and the
dollar value of each such DBE transaction. When 100 percent of
a contract item of work is not to be performed or furnished by
a DBE, a description of the exact portion of said work to be
performed or furnished by that DBE shall be included in the DBE
information, including the planned location of said work.
(Note: DBE subcontractors to whom the bidder proposes to
subcontract portions of the work in an amount in excess of 1/2
of one percent of his total bid or $10,000.00, whichever is
greater, must have been named in the bid. See section
enti tl ed, "Requi red L i sti ng Of Proposed Subcontractors", in
Section 2, of these Special Provisions).
The information necessary to establish the bidder's good
fai th 'efforts to meet the DBE goal should i ncl ude:
(1)
The names and dates of adverti sement
newspaper, trade paper, and mi nori ty-focus
which a request for DBE participation
project was placed by the bidder.
(2) The names and dates of notices of all certified DBEs
solicited by direct mail for this project and the
dates and methods used for following up initial
solicitations to determine with certainty whether the
DBEs were interested.
of each
paper in
for this
(3) The items of work for which the bidder requested
subbids or materials to be supplied by DBEs, the
i nformati on furni shed interested DBEs in the way of
plans, specifications and requirements for the work,
and any break down of items of work into economically
feasible units to facilitate DBE participation.
Where there are DBEs avail abl e for doi ng porti ons of
the work normally performed by the bidder with his
own forces, the bidder will be expected to make
portions of such work available for DBEs to bid on.
(4) The names of DBEs who submi tted bi ds for any of the
work indicated in (3) above which were not accepted,
a summary of the bidder's discussions and/or
negotiations with them, the name of the subcontractor
or suppl i er that was sel ected for that porti on of
work, and the reasons for the bidder's choice. If
the reason for rejecting a DBE bid was price, give
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the pri ce bi d by the rejected DBE and the pri ce bi d
by the selected subcontractor or supplier. Since the
utilization of available DBEs lS expected, only
si gni fi cant pri ce differences will be consi dered as
cause for rejecting such DBE bids.
(5 )
Assistance that the bidder has
identified in (4) above to remedy
their subbids.
extended to DBEs
the deficiency in
(6) Any additional data to support a demonstration of
good faith effort, such as contacts with DBE
assistance agencies.
3-1.01B AWARD OF.CONTRACT -- The award of contract, if it
be awarded, wlll be to the lowest responsible bidder whose
proposal complies with all the requirements prescribed and who
has met the goal for DBE participation or has demonstrated, to
the satisfaction of the Department, good faith effort to do so.
Meeting the goal for DBE participation or demonstrating, to the
satisfaction of the Department, good faith efforts to do so is
a condition for being eligible for award of contract.
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94 ~ ..'
SECTION 4
BEGINNING OF WORK, TIME AND COMPLETION AND LIQUIDATED DAMAGES
Attention is directed to the prOV1Slons in Section 8-1.03,
"Beginning of Work", in Section 8-1.06, "Time of Completion",
and in Section 8-1.07, "Liquidated Damages", of the Standard
Specifications and these Special Provisions.
The Contractor shall begin work within 15 calendar clays
after the contract has been approved by the Attorney General
or the attorney appointed and authorized to represent the
Department of Transportation.
Said work shall be diligently prosecuted to completion
before the expiration of
45 WORKING DAYS
beginning on the fifteenth calendar day after approval of the
contract.
The Contractor shall pay to the State of California the
sum of .. $35Q. QQ.. - per day, for each and every calendar day's
delay in finlshlng the work in excess of the number of working
days prescribed above.
The "NOTICE TO PROCEED" will be issued by the Engineer in
Lieu of the notification by the Attorney General that the
contract has been approved as stipulated in Section 8-1.03,
"Beginning of Work", of the Standard Specifications.
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SECTION 5. GENERAL
SECTION 5-1... MISCELLANEOUS
5-1.01 LABOR NONDISCRIMINATION -- Attention is directed
to the foll owi ng Noti ce that is requi red by Chapter 5 of
Division 4 of Title 2, California Administrative Code.
NOTICE OF REQUIREMENT FOR NONDISCRIMINATION PROGRAM
(GOV. CODE, SECTION 12990)
Your attention is called to the "Nondiscrimination
Clause", set forth in Section 7-1.01A(4), "Labor
Nondiscrimination", of the Standard Specifications, which is
applicable to all nonexempt state contracts and subcontracts,
and to the "Standard California Nondiscrimination Construction
Contract Specifications" set forth therein. The Specifications
are applicable to all nonexempt state construction contracts
and subcontracts of $5,0000 or more.
5-1.02 RESPONSIBiliTY FOR DAMAGE -- Attention is directed
to the prov1s10ns 1n Sect10n 7-1.12, "Responsibility for
Damage", of the Standard Specifications. The Contractor shall
indemnify and save harmless the City of San Bernardino and the
City of Redlands, and all officers and employees thereof
connected with the work, in accordance with the above section.
5-1.03 DIFFERING. SITE CONDITIONS -- During the progress
of the work, 1f subsurface or latent physical conditions are
encountered at the site differing materially from those
indicated in the contract or if unknown physical conditions of
an unusual nature, differing materially from those ordinarily
encountered and genera 11 y recogni zed as inherent in the work
provi ded for in the contract, are encountered at the si te, the
party discovering such conditions shall promptly notify the
other party in wri ti ng of the specifi c differi ng condi ti ons
before they are disturbed and before the affected work is
performed.
Upon written notification, the Engineer will investigate
the conditions, and if the Engineer determines that the
conditions materially differ and cause an increase or decrease
in the cost or time required for the performance of any work
under the contract, an adjustment, excluding loss of
anticipated profits, will be made and the contract modified in
writing accordingly. The Engineer will notify the contractor
of his determination whether or not an adjustment of the
contract is warranted.
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No contract adjustment which results in a benefit to the
Contractor will be allowed unless the Contractor has provided
the required written notice.
be allowed under the
for any effects caused on
No contract adjustment wi 11
provisions specified in this section
unchanged work.
Any contract adjustment warranted due to di fferi ng si te
conditions will be made in accordance with the provisions in
Section 4-1.03, "Changes", of the Standard Specifications.
5-1.04 SUSPENSION--OFuWDRK In addition to the
requirements specifled in Sectlon 8-1.05, "Temporary Suspension
of Work", of the Standard Specifications the following shall
apply:
SUSPENSION OF WORK ORDERED 8Y THE ENGINEER -- If the
performance of all or any portion of the work is suspended
or delayed by the Engineer in writing for an unreasonable
period of time (not originally anticipated, customary, or
inherent to the construction industry) and the Contractor
believes that additional compensation or contract time or
additional compensation and contract time is due as a
result of such suspension or delay, the Contractor shall
submit to the Engineer in writing a request for adjustment
within 7 calendar days of receipt of the notice to resume
work. The request shall set forth the reasons and support
for such adjustment.
Upon receipt, the Engineer will evaluate the Contractor's
request. If the Engineer agrees that the cost or time or
cost and time required for the performance of the contract
has increased as a result of such suspension and the
suspension was caused by conditions beyond the control of
and not the fault of the Contractor, its suppliers, or
subcontractors at any approved tier, and not caused by
weather, the Engi neer wi 11 make an adjustment (excl udi ng
profit) and modify the contract in writing accordingly.
The Engineer will notify the Contractor of his
determination whether or not an adjustment of the contract
is warranted.
No contract adjustment will be allowed unless the
Contractor has submitted the request for adjustment within
the time prescribed.
No contract adjustment will be allowed under the
provisions specified in this section to the extent that
performance would have been suspended or delayed by any
other cause, or for which an adjustment is provided for or
excluded under any term or condition of this contract.
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Any contract adjustment warranted due to suspension
of work ordered by the Eng i neer wi 11 be made in the same
manner as provided for right-of-way delays in Section
8-1.09, "Right of Way Delays", of the Standard
Specifications.
5-1.05 PUBLIC SAFETY -- In addition to any other measures
taken by the Contractor pursuant to the provi si ons of Secti on
7-1.09, "Public Safety", of the Standard Specifications, the
Contractor shall install temporary railing (Type K) between any
lane carrying pUblic traffic and any excavation, obstacle, or
storage area when the following conditions exist:
(1) Excavations -- Any excavation the near edge of which
is 12 feet or less from the edge of the lane, except:
(a) Excavations covered with sheet steel or concrete
covers of adequate thickness to prevent
accidental entry by traffic or the public.
(b) Excavations less than one foot deep.
(c) Trenches less than one foot wide for irri-
gation pipe or electrical conduit or excavations
less than one foot in diameter.
(d) Excavations parallel to the lane for the purpose
of pavement widening or reconstruction.
(e) Excavations in side slopes, where the slope is
steeper than 4:1.
(f) Excavations protected by existing barrier or
railing.
(2) Temporarily Unprotected Permanent Obstacles
Whenever the work includes the installation of a
fixed obstacle together with a protective system,
such as a si gn structure together wi th protecti ve
railing, and the Contractor elects to install the
obstacle prior to installing the protective system;
or whenever the Contractor, for hi s convenience and
with permission of the Engineer, removes a portion of
an existing protective railing at an obstacle and
does not replace such railing complete in place
during the same day.
(3) Storage Areas -- Whenever material or equipment is
stored within 12 feet of the lane and such storage is
not otherwise prohibited by the Specifications.
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Except for installing, maintaining and removing traffic
control devices, whenever work is performed or equipment is
operated in the following work areas the Contractor shall close
the adjacent traffic lane unless otherwise provided in the
Specifications:
Approach speed of
public traffic
(Posted Limit)
(Miles Per Hour)
Work Areas
Over 45
Within 6 feet of a traffic lane
but not on a traffic lane.
35 to 45
Within 3 feet of a traffic lane
but not on a traffic lane.
When traffic cones or delineators are used to delineate a
temporary edge of traffic lane, the line of cones or
delineators shall be considered to be the edge of traffic lane,
however, the Contractor shall not reduce the width or an
existing lane to less than 10 feet without written approval
from the Engineer. The lane closure provisions of this section
shall not apply if the work area is protected by permanent or
temporary railing or barrier.
When work is not in progress on a trench or other
excavation that required a lane closure, the traffic cones or
portable delineators used for the lane closure shall be placed
off of and adjacent to the edge of the traveled way. The
spacing of the cones or delineators shall be not more than the
spacing used for the lane closure.
5-1.06 FORCE ACCOUNT PAYMENT -- The fourth paragraph in
Section 9-1.03A, "Work Performed by Contractor", of the
Standard Specifications is amended to read:
When extra work to be paid for on a force
account basis is performed by a subcontractor,
approved in accordance with the provisions in
Section a-1.01, "Subcontracting", an additional
markup of 5 percent wi 11 be added to the total
cost of said extra work including all markups
specified in this Section 9-1.03A. Said additional
5 percent markup shall reimburse the Contractor
for additional administrative costs, and no other
addi ti ona 1 payment wi 11 be made by reason of
performance of the extra work by a subcontractor.
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The first paragraph in Section 9-1.03A(3), "Equipment
Rental", of the Standard Specifications is amended to read:
The Contractor wi 11 be paid for the use of
equipment at the rental rates listed for such
equipment in the Department of Transportation
publication entitled "Labor Surcharge And
Equipment Rental Rates", which is in effect on the
date upon which the work is accomplished and which
is apart of the contract, regardless of ownership
and rental or other agreement, if such may exi st,
for use of such equi pment entered into by the
Contractor, except that for those pi eces of
equipment with a rental rate of $10.00 per hour or
less as 1 i sted in the Labor Surcharge And
Equipment Rental Rates publication and which are
rented from a local equi pment agency, other than
Contractor owned, the Contractor will be paid at
the hourly rate shown on the rental agency i nvoi ce
or agreement for the time used on force account
work as provided in Section 9-1.03A(3a),
"Equipment on the Work". If a minimum equipment
rental amount is required by the local equipment
rental agency, the actual amount charged wi 11 be
paid to the Contractor.
If it is deemed necessary by the Engineer to
use equipment not listed in said publication, a
suitable rental rate for such equipment will be
established by the Engineer. The Contractor may
furnish any cost data which might assist the
Engineer in the establishment of such rental rate.
If the rental rate established by the Engineer is
$10.00 per hour or less, the provisions above
concerning rental of equipment from a local
equipment agency shall apply.
The sixth paragraph in said Section 9-1.03A(3) is amended
to read:
Individual pieces of equipment or tools not
listed in said pUblication and having a
rep 1 acement value of $500.00 or 1 ess, whether or
not consumed by use, sha 11 be cons i dered to be
small tools and no payment will be made therefor.
Section 9-1.03A(3), "Equipment Rental", of the Standard
Specifications is amended by adding Section 9-1.03A(3d), "Dump
Truck Rental", as follows:
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9-1.03A(3d) Dump Truck Rental -- Dump truck
rental shall conform to the provisions of Sections
9-1.D3A(3), "Equipment Rental", 9-1.03A(3a),
"Equipment on the Work", and 9-1.D3A(3b),
"Equipment not on the Work", except as follows:
Fully maintained and operated rental
dump trucks used in the performance of extra
work paid for on a force account basis will
be paid for at the same hourly rate paid by
the Contractor for use of fully maintained
and operated rental dump trucks in performi ng
contract item work.
In the absence of contract item work
requiring dump truck rental, the Engineer
will establish an hourly rental rate to be
paid. The Contractor shall provide the
Engineer with complete information on the
hourly rental rates available for rental of
fully maintained and operated dump trucks.
in Section 9-1.D3A(I).
apply to operators of
The provisions
"Labor", shall not
rented dump trucks.
The rental rates listed for dump trucks
in the Department of Transportation
publication entitled Labor Surcharge And
Equipment Rental Rates shall not apply.
To the total of the rental costs for
fully maintained and operated dump trucks
there wi 11 be added a markup of 15 percent.
An additional markup of 5 percent will be
added by reason of performance of the work by
a subcontractor. No mark up wi 11 be made for
labor.
The provlslons of
"Dwner-Dperated Equipment".
dump truck rentals.
Section 9-1.D3A(3c).
shall not apply to
5-1.07 PAYMENT .QF. -WITHHELD -FIlNDS Section 9-1.065.
"Payment of Withheld Funds". of the Standard Specifications is
amended to read:
9-1.065 Payment of Withheld Funds
Attention is directed to Section 9-1.06. "Partial
Payments". and in particular to the retention
provisions of said section.
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Upon the Contractor's request, pursuant to
Public Contract Code Section 10263, the Department
wi 11 make payment of funds wi thhel d from progress
payments to ensure performance of the contract if
the Contractor deposits in escrow with the State
Treasurer, or with a bank acceptable to the
Department, securities equivalent to the amount
withheld. The Contractor shall be beneficial
owner of any securities substituted for moneys
withheld and shall receive any interest thereon.
Upon satisfactory completion of the contract, the
securities shall be returned to the Contractor.
Alternatively, upon the Contractor's request,
the Department will make payment of retentions
earned directly to the escrow agent. The
Contractor may di rect the investment of the
payments into securities and the Contractor shall
receive the interest earned on the investments
upon the same terms provi ded for securi ti es
deposi ted by the Contractor. Upon sati sfactory
completion of the contract, the Contractor shall
receive from the escrow agent all securities,
interest, and payments received by the escrow
agent from the Department, pursuant to the terms
in Section 10263 of the Public Contract Code.
Securities eligible for investment shall
include those listed in Section 16430 of the
Government Code,' bank or savings and loan
certificates of deposit, interest-bearing demand
deposit accounts, standby letters of credit, or
any other security mutually agreed to by the
Contractor and the Department.
The escrow agreement used pursuant to thi s
Section 9-1.065 shall be substantially similar to
the "Escrow Agreement for Security Deposits In
Lieu of Retention" in Section 10263 of the Public
Contract Code, deemed as incorporated herein by
reference.
The Contractor shall obta in the wri tten
consent of the surety to such agreement.
5-1.08 DBE RECORDS -- The Contractor shall maintain
records of all subcontracts entered into with certified DBE
subcontractors and records of materi al s purchased from
certified DBE suppliers. Such records shall show the name and
business address of each DBE subcontractor or vendor and the
total dollar amount actually paid each DBE subcontractor or
vendor.
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Upon completion of the contracts, a summary of these
records shall be prepared on Form HC-43 and certified correct
by the Contractor or his authorized representative, and shall
be furnished to the Engineer.
5-1.09 SOUND CONTROL REQUIREMENTS -- Sound control shall
conform to the provisions in Sectlon 7-1.011, "Sound Control
Requirements", of the Standard Specifications 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 a distance of 50 feet. This requirement in no way relieves
the Contractor from responsibility for complying with local
ordinances regulating noise level.
Said noise level requirement 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 by 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.
Full compensation for conforming to the requirements of
this section 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.
5-1.10 PERFORMANCE OF DBE SUBCONTRACTORS AND SUPPLIERS --
The DBEs 1 i sted by the Contractor in response to the
requirements in the section of these Special Provisions
entitled "Submission of DBE Information, Award, And Execution
of Contract", which are determined by the Department to be
certified DBEs, shall perform the work and supply the materials
for whi ch they are 1 i sted unl ess the Contractor has recei ved
pri or wri tten authori za ti on to perform the work wi th other
forces or to obtain the materials from other sources.
Authorization to utilize other forces or sources of
materials may be requested for the following reasons:
(1) The listed DBE, after having had a reasonable
opportunity to do so, fails or refuses to execute a
wri tten contract, when such wri tten contract, based upon
the general terms, conditions, Plans and Specifications
for the project, or on the terms of such subcontractor's
or supplier's written bid, is presented by the Contractor.
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(2) The listed DBE becomes bankrupt or insolvent.
(3) The listed DBE fails or refuses to perform his
subcontract or furnish the listed materials.
(4) The Contractor stipulates that a bond was a
condition of executing a subcontract and the listed DBE
subcontractor fails or refuses to meet the bond
requirements of the Contractor.
(5) The work performed by the 1 i sted subcontractor
is substantially unsatisfactory and is not in substantial
accordance with the Plans and Specifications, or the
subcontractor is substantially delaying or disrupting the
progress of the work.
(6) It would be in the best interest of the City
The Contractor shall not be entitled to any payment for
such work or material unless it is performed or supplied by the
1 i sted DBE or by other forces (i ncl udi ng those of the
Contractor) pursuant to prior written authorization of the
Engineer.
5-1.11 SUBCONTRACTING -- Attention is directed to Section
8-1.01, "Subcontractlng", of the Standard Specifications,
Section 2, "Proposal Requirements and Conditions", Section 3,
"Submission of DBE Information, Award, and Execution of
Contract", elsewhere in these Special Provisions and these
Special Provisions.
The requirement in the third paragraph of said Section
8-1.01 that the Contractor shall perform with his own
organization contract work amounting to not less than 50
percent of the ori gi nal contract pri ce is not changed by the
Federal Aid requirement specified under "Required Contract
Provisions Federal-Aid construction Contracts", in Section 14,
in these Special Provisions that the Contractor perform not
less than 30 percent of the original contract work with his own
organization.
Each subcontract and any lower tier subcontract that may
in turn be made shall include the "Required Contract Provisions
Federal-Aid Construction Contracts" in Section 14 of these
Special Provisions. This requirement shall be enforced as
follows:
Noncompliance shall be corrected. Payment
for subcontracted work involved will be withheld
from progress payments due, or to become due,
until correction is made. Failure to comply may
result in termination of the contract.
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The DBE information furnished under Section 3-1.01A, "DBE
Information", of these Special Provisions is in addition to the
subcontractor information required to be furnished under said
Section B-l.0l, "Subcontracting", and Section 2-1.04, "Required
Listing of Proposed Subcontractors", of these Special
Provisions.
In accordance with the Federal MBE regulations Section
23.45(f)(2) Part 23, Title 49 CFR;
1.
sha 11 be
consent of
No substitution of a DBE subcontractor
made at any time without the written
the Department, and;
2. If a DBE subcontractor is unable to
perform successfully and is to be replaced, the
Contractor will be required to make good faith
efforts to replace the original DBE subcontractor
with another DBE subcontractor.
The requirement in Section 2-1.02, "Disadvantaged
Business", of these Special Provisions that DBEs must be
certified on the date bids are opened does not apply to DBE
substitutions after award of the contract.
5-1.12 PRQJECT-.APPEARANCE The Contractor shall
maintain a neat appearance to the work.
In any area visible to the public, the following shall
apply:
When practicable, broken concrete and debris
developed duri ng cl eari ng and grubbi ng shall be di sposed
of concurrently with its removal. If stockpiling 1S
necessary, the material shall be removed or disposed of
weekly.
Full compensation for conforming to the provisions in this
section, not otherwise provided for, shall be considered as
included in prices paid for the various contract items of work
i nvo lved and no addi ti ona 1 compensa ti on wi 11 be allowed
therefor.
5-1.13 AREAS FOR. .CONTRACTOR'S.YSE
directed to the requ1rements spec1f1ed in
"Rights in Land and Improvements", of
Specifications and these Special Provisions.
Attention is
Section 7-1.19,
the Standard
SP-20
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94 367
The highway right-of-way shall be used only for purposes
that are necessary to perform the required work. The
Contractor shall not occupy the right-of-way, or allow others
to occupy the right-of-way, for purposes which are not
necessary to perform the required work.
There are no State-owned parcel s adjacent to the
right-of-way for the exclusive use of the Contractor within the
contract limits. The Contractor shall secure at his own
expense any area required for plant sites, storage of equipment
or materials, or for other purposes.
No area is available within the contract limits for the
exclusive use of the Contractor. However, temporary storage of
equipment and materials on State property may be arranged with
the Engineer, sUbject to the prior demands of State maintenance
forces and to all other contract requirements. Use of the
Contractor's work areas and other State-owned property shall be
at the Contractor's own risk, and the State shall not be held
liable for any damage to or loss of materials or equipment
located within such areas.
The Contractor shall remove all equipment, materials, and
rubbish from the work areas and other State-owned property
which he occupies and shall leave the areas in a presentable
condition, in accordance with the provisions in Section 4-1.02,
"Final Cleaning Up", of the Standard Specifications.
5-1.14 PAYMENTS Attention is directed to Section
9-1.06, "Partlal Payments", and 9-1.07, "Payment After
Acceptance", of the Standard Specifi cati ons and these Speci al
Provisions.
For the purpose of making partial payments pursuant to
Section 9-1.06, "Partial Payments", of the Standard
Specifications, the amount set forth for the contract items of
work hereinafter listed shall be deemed to be the maximum value
of said contract item of work whi ch wi 11 be recogni zed for
progress payment purposes.
Minor Concrete (Minor Structure)
Remove Concrete
$ 5,100
$ 1,800
After acceptance of the contract pursuant to Section
7-1.17 , .. Acceptance of Contract" , of the Standard
Specifications, the amount, if any, payable for a contract item
of work in excess of the maxi mum value for progress payment
purposes hereinabove listed for said item, will be included for
payment in the first estimate made after acceptance of the
contract.
SP-21
f' PAIlTMEH; OF TRANSPORTATION (CALTRANS)
CROACBKBNT PBRKrT
-N-P20ZA (Rev 1190)
94 367
Ir compliance with (check one):
~Your application of June 10 1994
~Utility Notice No. of
X Agreement No. 8-920 of
~R/W Contract No. of
_ ~City of San Bernardino, Public Works
If' 300 North "D" Street
San Bernardino, CA 92418
I Attn: Mr. Steve Enna
(909) 383-5225
I~noo.
08-94-N-SN-0653
Dist/Co/Rte/PM
68/SBD/215/11. 65
Date
Auqust 22. 1994
Fee Paid Deposit
EA# 319601 $ XXXX
I.ono Amount
$XXXX
Bona C~ny
XXXX
Bond NlJIlber
, PERMITTEE
Ird subject to the following, PERMISSION IS HEREBY GRANTED to:
Widen southbound ramps, street improvements & install traffic signals & safety
E'ghtS within State Route 215 right of way at University Parkway as per plans
d specifications date stamped Aug. 22, 1994 by the State Department of
ransportation District 8 Permit Office, and/or as directed by the State's
iepresentative.
. PRE-JOB MEETING WITH THE ASSIGNED STATE'S REPRESENTATIVES, SUSAN COLLrNS
(909) 383-5954 POR CrVrL PORTrON, AND DAVrD GONZALEZ (909) 383-7544 FOR
~ECTRICAL PORTIONS REQUIRED PRIOR TO START OF ANY WORK UNDER THIS PERMIT!
IAILURE TO DO SO MAY RESULT IN PERMIT CANCELLATION AND RESUBMITTAL MAY BE
REQUIRED.
lb~vFrc CONTROL SHALL BE PER rTEKS NO.5' 6 AND/OR AS DrRECTED BY STATE'S
I"EPREsENTATrVE .
ttwithstanding General provision No.3, your contractor vill be'required to
ply for and obtain a permit prior to starting work.
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THE ATTACHED PAGES ARE MADE PART OF THIS PERMIT
The following attachments are also included 8S pert of this penn;t (Check In addition to fee the permittee will be billed
Jl icable) actual costs for:
Yes General Provisions Yes )( No Review
Yes No Uti 1 ity Maintenance Provisions T Yes - No Inspection
=Yes~ No Special provisions I Yes - Field Work
[Yes~ No Excavation permit required prior to beginn;,,,, work:
_ (If ony Celtrens effort expended)
Yes X N.A. The infonnetion in the env;rormentll doCl.IIIef1t8tion has been reviewed and considered prior to
approval of this permit.
is permit is void ...,less the work is cDq)leted before Decenber 31, 1994
is penmit is to be strictly construed end no other work other than specifically mentioned is hereby authorized.
project work shall be cOIIIIIenCed ...,til ell other necessary pennits and envirormental clearances have been obtained.
IGarCie/Meint. Supt_/Fontane
II insIOGonzalez./penoit Insps.
Trans eb
lIen/Elect. Design/Branch Chief
94-0653
APPROVED:
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District Director
BY: 7\ ~ u ~
~ . ~VvvV\VV"
DAMOOARA "HAIDU-- ATHULURU, P.E., PERMIT ENGINEER
14M
SP-21A
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94 367
ATTACHED TO AND MADE PART OF PERMIT NO. 08-94-N-SN-06S3
YOUR ATTENTION IS DIRECTED TO STANDARD SPECIFICATIONS SECTION 7-1.11
PRESERVATION OF PROPERTY AND BUSINESS AND PROFESSIONS CODE, SECTION.
8771. PERMITTEE SHALL PHYSICALLY INSPECT THE WORKSITE AND LOCATE SURVEY
MONUMENTS PRIOR TO WORK COMMENCEMENT. MONUMENTS SHALL BE REFERENCED OR
RESET IN ACCORDANCE WITH BUSINESS AND PROFESSIONS CODE.
Permittee's work shall be subordinated to any operations which the State
may conduct, and shall not delay, nor interfere with the State forces or
State's contractor.
In addition, if time extension is necessary, a request for time
extension should be made a minimum of two (2) weeks prior to completion
date stated on the face of the permit. If work has not been started
before the completion date, permit may be voided and resubmittal may be
required.
PERMITTEE SHALL CONTACT STATE'S REPRESENTATIVE FOR FINAL INSPECTION AND
APPROVAL OF COMPLETED WORK.
Permittee shall be responsible for arranging the services of a qualified
traffic control contractor to provide any needed traffic control. The
permittee shall arrange a meeting between his field representative,
traffic control contractor, CALTRANS representative and the CHP at least
two (2) weeks prior to start of any work covered under this permit to
arrange date and time of starting work and determine appropriate methods
of handling traffic during the installations. AT LEAST 3 WORKING DAYS
NOTICE SHALL BE GIVEN TO THE CALTRANS REPRESENTATIVE AND THE CHP, PRIOR
TO THE MEETING TO ALLOW TIME TO MAKE ARRANGEMENTS TO ATTEND THE MEETING.
Traffic control is authorized only from 9 a.m. to 3 p.m., Monday through
Friday, excluding holidays. Any traffic control which requires lane
closure shall be in compliance with the appropriate traffic control
plan. Where required by the plan, the use of a flashing arrowboard is
MANDATORY.
Work under this permit shall not commence until all traffic control
plans have been approved by the State.
All personnel shall wear hard hats and orange vests, shirts or jackets
as appropriate.
THE CALTRUl'S PUBLIC APPAIRS OPPICE MUST BE NOTIFIED OF THE PROJECT WORK
START DATE AND LANE CLOSURES AT LEAST 48 HOURS IN ADVANCE.
All signs, roadside markers, electroliers, etc., shall be protected
and/or replaced in-kind according to the current State Standard Plans
and the current Traffic Manual, at no cost to the State.
All pavement overlays and saw-cuts must begin, end, and run perpen-
dicular or parallel to the State highway centerline. The overlay must
be feathered to the next lane line.
The'permittee shall install and maintain all traffic control devices as
necessary to maintain public safety. All work within 6' of the shoulder
will require closure of the shoulder. All work within 6' of the
traveled way will require closure of that lane.
SP-21B
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ATTACHE~~o~d MADE PART OF PERMIT NO. 08-94-N-SN-0653
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS, STANDARD PLANS AND DEPARTMENT OF
TRANSPORTATION ENCROACHMENT PERMIT UTILITY PROVISION DATED JULY 1987.
CALIFORNIA STATE LAW REQUIRES NOTIFICATION OF UNDERGROUND SERVICE ALERT
AT LEAST 48 HOURS PRIOR TO DIGGING OR EXCAVATING. FAILURE TO DO SO MAY
RESULT IN FINES UP TO FIFTY THOUSAND DOLLARS ($50,000.00), REPAIR OF
DAMAGES TO EXISTING UNDERGROUND FACILITIES AND DELAY PERFORMANCE OF WORK
ALLOWED IN THIS PERMIT.
SP-21C
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94 1f1'7
SECTION 6
FEDERAL REQUIREMENTS
AND
FEDERAL MINIMUM WAGES
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94 367
.c.SECTlON 6. FEDERAL REQUIREMENTS FOR FEDERAL.AID CONSTRUCTION PROJECTS
GENERAL,-The work herein proposed will be fmanced in
whole or in part with Federal funds. and thererore all or the
.tatu.... rules and regulations promulgated by the Federal Gov-
enunenl and applicable &0 work financed in whole or in put
with Federal funds will apply 10 .uch work, The .Required Con-
tract Provisions. Federal.Aid Construction Contracts. "Form
FHW A 1273. are included in this Section 14, Whenever in said
required contract provisions Jererenecs arc made lO ..s HA con.
tracting officer". .SHA resident engin...... or .authorized rcpre-
sentative of the SHA.. such references shall be construed 10
mean .Engineer. a dcfmed in Section 1-1.18 or lhc Standard
Specifications.
PERFORMANCE OF PREVIOUS CONTRACT,-In ad-
dition 10 the provisions in Section n. "Nondiscrimination.. and
Section vn. .Subletting or .....igning lhc Contrac\,. of the re-
quired contract provisions. the Contractor shall comply with
the following:
The bidder shaD ..ccutc lhc CERTIFICATION WITH RE-
GARDTO 1lIE PERFORMANCE OF PREVIOUS cormtACTS
OR SUBCONTRACTS SUBJECI' TO nlE EQUAL OPPORTU-
NITY CLAUSE AND nlE FIlJNG OF REQUIRED REPORTS
located in the proposal. No requcst for subletting or a.ign-
ing any portion of lhc contraCt in exceu of $10.000 will be
considcrecI under lbc provisicms of Section vn of lbc required
contract provisions lIIlIca IUCh request is accompanied by the
CERTIFICATION refcmcllO above, eucuted by lbc proposed
subcontractor.
NON.COLLUSION PROVlSION.-Thc provi.ions in
this section are applicable 10 all contracts cacept contracts for
federal Aid SecondaIy projects.
Title 23. United Swes Code, Section 112. requires a a condi-
tion precedent 10 approval by lbc Fcdcra1 Highway Administra-
tor of the contract for this work that each bidcler me a swom
,wcmcnt ..ccuted by. or on bcha1f of. the penon. fmn. useei-
ation. or corporation 10 whom such =- is 10 be awarded,
certifying that such penon. firm. usociation. or corpontion
ha no\, either dircctly or indirectly. entered inlO any apee-
men\, participated in any collusion, or otherwise taken any ac-
tion in restraint of free competitive bidcIin& in connection with
the submitted bid. A fonn 10 make the DOII-coDusion affidavit
statement required by Section 112 u a. certification under
penalty of perjury raIher Ihan u a sworn statement u permitted
by 2&. USe, See. 1746. is included in thc proposal.
PARTICIPATION BY MINORITY BUSINESS EN.
TERPRISES IN SUBCONTRACTING.-Psn 23 Title 49.
Code of Fcdcra1 Regulations applies 10 this Federal.aid project.
Pertinent sections of said Code are incorporated in part or in its
entirety within other sections of these special provisions.
Schedule B-Informasion for Determining Joint Venture Eli-
Sibility
(This form need not be filled in if all joint vensure firms are
minority owned,)
1. Name of joint venture
2. Address of joint venture
3. Phone number of joint venture
4. Identify the finns which comprise lhc joint venture.
(The MBE ponncr musl campi... Schedule A,)
L Describe the role of the MBE fmn in the join' ven-
ture.
b. Describe very brieny the experience and business
qualifICations of cacIt non.MBE joint ventmcr: _
S, Nature of lbc joint venture'. business
6. Pmvide s copy of lbc joint venture ....ccmenL
7. What is Ihe claimed pcn:cntage of MBE ownership?
s, Ownership of joint venture: (This nced not be fiD~ in
if described in Ihe joiDt venture agreement. provided by
question 6.).
L Pmfit and Iou sharinc,
b. Capital contributions, including equipmenL
c, Other applieable ownership in,erests.
,
9, Control of and participation in this contract, ldentiry
by name, r.... sex. and "fmn. those individuals (and their ti-
tles) who are responsible for day-to-clay management and pol-
icy decision making. including. but not limited 10. those wi'"
prime responsibility for:
Rev_4-93
01.09,93
FR.1
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94 367
a. Financial decision.
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b. Man_cement decilionl. such u:
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1. Estimating
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2. Marketing and sal..
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3, Hiring and ftring oC managemenl perlOlUlel
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4. Purchasing of major items or supplies
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c, Supervision oC field operations
I Note.-If. .Cter filing this Schedule B and beCore the comple.
tion DC the joint venlllre's work on the conlrlCt coveud by this
regulation. there is any sipirlCU\t chanle' in the inConnalion
submiued, the joint venll1re mUlt infonn the zranree. either di.
lrectly or throuzh the prime COnlrlClllr iC the joint venture is a
lubconttlCtDr.
Affidavit
I 'The undenigned swear that the forelOinz statemenlS are cor-
rect and include all material information neceuary to identify
and explain the temlS and operation of our joint venlllre and the
lintended panicipation by each joint venturer in the \llldenakinl'
Funher, the IDldenigned covenant and ai_ to provide to
zrantee current, complete and accur.... information IelardinllC-
tuaI joint venlllre work and the plyment therefor and any pro.
~aed chanzes in any oC the joint venlllre arratIIements and to
IPamit the audit and examinalion oC the books, records and fiI..
oC the joint ventUre, or thoae of each joint venturer reJevant to
the joint venture, by authoriz.ed repreaenwives of the grantee or
.e Federal fundinz aleney. Any material misrepresentation
.i11 be zrounda for terminatinl any contraCt which may be
awarded and for initiatinllCtion under Fedenl or Slate laws CIOII-
cemin& falae SlaIeJIIenlS..
I.............................................................................
Name oC Fum NameoCFum
I...........si;~..............................si;;;.;............
..............................................................................
Name
Name
..............................................................................
Tille
Tille
..............................................................................
Dale
Dale
Dale
Slale oC
County oC
On this _ day DC
appeared (Name)
. 19 _, beCore me
LO me personally
known. who. being duly IWOm. did execule the (oreloing .en.
davit, and did Slate that he or she was properly authorized by
(Name oC finn) to e.ecute the
affidavit and did 10 IS his or her free act and deed.
Notary Public
Commission expires
[S..l]
Date
Slate oC
County oC
On this _ day of
appeared (Name)
. 19 _, before me
to me penonally
known, who, being duly sworn. did e.ecute the Coregoing affi.
davit, and did slate thaI he or she was properly authorized by
(Name of finn)
to execute
the affidavit and did so as his or her free act and deed.
Notary Public
Commission expires
[Seal]
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R&wiood "93
10149'93 FR.2
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94 367
REQUIRED CONTRACT PROVISIONS
FEDERAL-AID CONSTRUCTION CONTRACTS
(Exclusive of Appalachian ConU'llClS)
I.
II.
ill.
IV.
V.
VI.
vn.
vm.
IX,
X,
XI,
xn,
Page
General...........,...................................... 3
Nondiscrimination .................................... 3
Nonsegregated Facilities ............................. S
Payment of Prede1em1ined Minimum Wage ......, 6
Statements and Payrolls ............,................. g
Record of Materials, Supplies, and t..bor ......... 9
Subletting or Assigning the Conoract .....,....... 9
Safety: Accidenl Prevention ........................ 10
False Statements Concerning Highway Project.. 10
Implementation of Clean Air Act md Federal Watet
Pollution Control ACl................,....,........ 10
Certification Regarding Debarmen~ Suspension.
Ineligibility, md Volunlat)' ExclUlion ,....... II
Certification Regarding Use of ContrlCt Funds for
Lobbying ...............................,............ 12
ATTACHMENTS
A. Employmenl Pr.ference for Appalachian Contracts
(included in Appalachian contracll only)
I. GENERAL
1. Thes. contract provisions shall apply 10 all work per-
formed on !be contract by the conoractor's OWll organization and
with !be assistance of worken under the contractor's immediate
superinlendence and 10 all work perfonned on the contract by
piecework. stalion work. or by subcontract.
2. Excepl as otherwise provided for in each section, the con.
traclOr aItaIl insen in each subcontracl all of th. slipulalions
contained in lbeJe Required Contract Provisions. and further re-
quire their inclusion in my lower _ I1IbconlrllCl or purch...
order that may in lUm be made. The Required Conlract Provi-
sions shall not be incorporated by reference in my c.... The
prim. contractor shall be responsibl. for complianc. by my
subcontractor or lower ti.r subcontraclOr with !bese Required
Contract Provisions.
3. A breach of my of th. stipulations contained in lbeJe R.-
quinod ContraCt Provisions aItaIl be I1Im.iall pounds for termi-
nation of !be COJItract.
4. A breach of !be foDowina ,.1..,.. of !be Requinod Contract
Provisions may also be pounds for d.barmenl as provided in
29 CFR 5.12:
Section I. parspaph 2;
Section IV. paragraphs 1.2. 3. 4. md 7;
S.ction V. paralraph, Imd 2a throulh 21,
5. Disputes msinl oul of the labor standards provisions of
Section IV (excepl parapph 5) and Section V of these Required
Contract Provisions shaD nol be subject 10 th. I.noral disputes
clause of this contract. Such disputes shall be resolved in accor-
dm.. with the procedures of th. U.S. Deparun.nl of Labor
(DOL) .. set forth in 29 CFR 5, 6. and 7. Disputes within the
meaning of this clause include disputes between the contractor
(or UI)' of ilS subconuactors) and the contracLing agency. the
OOL. or the contractor's employees or their representatives.
6, Selection of Labor: During the performane. of this
contract. lhe contraclOr shan not:
a. discriminate against labor from any other State. posses.
sian. or territory of the United States (except for employment
preference for Appalachian contracts, when applicable, as
specified in AltlChmcnt A), or
b. employ convict labor for any purpose within the limits
of the project unless it is labor performed by convicts who are
on parole. IUpel'Yised r.I..... or probation,
11. NONDISCRIMINATION
(Applicable 10 aU Federal-aid constrUCtion contracts and 10 aU
related I1IbcontractJ of SIO.OOO or more.)
1. Equal Employm.nt Opportunity: Equal .mploy-
ment opportunity (EEO) requirements nOllO discriminate and 10
take affirmative aclion to usure equal opportunity as set forth
under laws. executive orders. rules. r'lulalions (28 CFR 35.
29 CFR 1630. and 41 CFR 60) and orders of th. Sccretary of
Labor as modified by the provisions prescribed herein. and im-
posed pursuanl 10 23 U.s,C, 140 shall constitut. the EEO and
specifIC afTumllivc action sllnduds Cor the contraclOr's projcct
activities under this contracL The Equal Opponunity ConstrUC-
bon Contract Specifications set fonh under 41 CFR 60-4,3
and th. provisions of th. American Disabililies Act of 1990
(42 U.S.C. 12101.1 aeq.) sel fonh und.r 28 CFR 35 md
29 CFR 1630 ue incorporated by reference in this contract, In
th. executioD of this contract, !be contraclOr alrees 10 comply
with the Collowinl minimum specifIC requirement ACtivities of
Em:
L The contraClOr will work with the State hishway alency
(SHA) and the Federal Government in canyinl out EEO obli.
lations and in their review of hislher activities under lite con.
tract,
b. The contractor will accept as his operarinl policy th.
followinl "laDenl:
.'1 is rIul poUq of tIIU C..,..",y '" QSllUe liuJlappliclllllS tv.
empltrJell. /IIfIl11oill empltrJea tve treated thuing employmelll.
wit""'" re,Grlllo IMir '''''e. reli,Um. sa. color, "",iDMl ori.
,Ut. "Ie or tlWJbi/ity. S.... lIClioft sMII indMde: emplOY-ill.
.""tJding. tlmtDtiDtt, or trlllUjer; recrMilmenl 0' ,a:rKitme)U DJl.
verllsing; ID'JD/f or terminDtUm; 'Illes of pay Dr /JIM' for..... of
CDm,JerulJliDII; /IIfIl seucliDn for tr.,;,"",. indMding app,elllic.,
ship, prtapprenziCflship. lJIIdJor DII-IM.job "Gining,'
2. EEO Omcer: The contractor will d.signat. and makc
knoWllIO the SHA contract;nl offICerS m EEO Omc.r who will
have th. r.sponsibility for and mUlt be capabl. of .ffCCliv.ly
F_ 1273 - a..lIed ...3
II.".')
FR-3
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94 367
adminilLerinl and promotift. aft active COnlrec:lor prolram or
I EEO and who mus' be u,iped odeqUaIe authority and resporui-
bili'y 10 do 10.
3. DI_mlnaUon or Policy: All m.mbers or th. con-
I tractor'. ltarr who ue authorized to hire. supervise. promote.
and dilChlrg. .mploy.... or who recommend ,uch IClion. or
who ue ,ubstantially involved, in such action. will be made
fully cognizant of. and will implemen~ the contrlClOr's EEO
I policy and eontllctual responsibilities 10 provide EEO in .ach
grad. and c)usification or employm.nt, To en,ur. thai the
abov. agreemen' will be m.~ the following ICtions will be
taken u . minimum.:
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L P.riodic meetings of supervisory and personn.1 office
employ... will be condUC1Cd berore the Slar! or work and then
not less oflOll than once every si. months. a' which lime the
contraclOr', EEO policy and ilS implementation will be r.-
vi.wed and ..plained. Th. meetings wiD be eonducled by the
EEO Officer,
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b. All n.w supervisory or personn.l office employees will
be given a thorough incIOCIrination by the EEO Officer. cover.
ing all major aspects of the contractor's EEO obligations
within thirty days following their reponing for duty with the
contractor.
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c. All penonnel who .... enpged in !Iirecl recruilmen' ror
the projec' will be inllrUCIed by the EEO Officer in the con-
traclor's procedures for loc:aIing and hiring minority group
.mploy....
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d. Notices and pas"" IClIing forth the conlnClOr's EEO
policy will be placed in ..... readily aeceuible 10 employ-
.... applicanll for employmlllll and polClllial employ....
.. The contractor's EEO policy and the procedures 10 im-
plement such policy will be brought 10 the anention or em-
ploy... by mCUll of meetings. employee handbooks. or
other ~ means.
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I 4. Re.rultment: When advertising for employ.... the
eon_ will include in all advertisemenll ror employees the
IIOtation: "An Equa\ Opponunity Employer." All such adver.
1isem0lllS will be placed in publieations having a I... circula-
I tion among minority groups in the area from which the project
work force would normally be derived.
L The _ wi1\, 1IIIIeu precluded by a valid bargain-
ing agreement, conduct systematic and direct reeruilment
through public and pivaJe employee referral lOun:eo likely 10
yield qualified minority group applicanll. To meet this re-
quirement. the contraclOr will ielen.tify lOurcG of potential
minority group emplo)'MI. and ..lablish with such iderllirled
lOurcu procedures whereby minority group appIieanu may
be referred 10 the 00II_ for employmen' consideration.
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b. In the e.ent the conlrlClor hu a valid bargaining
agreement providing for Olclusiv. hiring hall refemls. he is
especJed 10 observe the proviaions of that agreement 10 the
e.lOIIt that the s)'ltem permill the eonlrlClor'S compliance
with EEO contract provisions, (The DOL has held that where
impl.mentation of such ag_menll have the effec' of di,.
criminatin& _.ainst minorities or women, or oblilalCS lhe
conlrlClOr 10 do the ....... such implementation violates E.-
ecutive Order 112A6, u amended,)
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c. The conuaclOr wil1 encourage hi. preaent employee. to
,der minority group applicants for employment. Informa.
tion and procedures wilh regard to referring minority group
applicanlS will be discussed with employees,
S. Personnel Actions: WIges, working conditions.
and employee bcnefiLS shan be CSLablishcd and administered,
and pcrsoMcl Ictions of every type. including hiring. upgrad.
ing. promotion, tfansfer. demotion. layoff. and termination.
shan be wen without regard to rice, color, religion. sex, na-
tional origin. age or disability. The raUawing procedures shall
be followed:
.. The contractor will conduct periodic inspections of pro.
ject sites 10 insure that working conditions and employee r..
cilities do nol indicate discriminatory lrcauncnl of project
site personnel.
b. Th. contractor will periodically evalual. the spr.ad or
wages paid within each classiCicalion to determine any evi.
dence of discriminatory wlge praclices.
c. The contrlctor will periodically review selected person.
n.l ICtions in depth 10 determine whether there is .videnc. or
discrimination. Where evidence is found, the contraclDr wiU
promptly Lake corrective &Ction. If the review indicateS that
the discrimination may exLend beyond the actions reviewed.,
such COIl'OOtiv. action shall include all arrecled persons.
d. Th. eontrlClor will promptly inv.stigate all complaints
of alleged discrimination made to the contractor in connec.
Lion with his obliSalions undcr this contract. will attempt to
resolve such complainLs. and will lake approprilte corrective
action within I reasonable time. If the investigation indi.
cates that the discrimination may affect persons other than
the complainan~ such correctivc action shall include such
other persons. Upon completion or each investigation, the
contractor will inform every complainant of .n of his av.
CIIUCS or appeal.
6, Training and Promotion:
L The contractor will ..ilt in locatina. qualifying. and
increuinglh. skills of minority group and women employ.
.... and appliOlllIl for employmenL
b. Consislent with the COIIlrICIOr'S work force require-
menll and u perrnis,ibl. under Foderal and S.... regulations.
the COIIlraclOr shall make full .... of training prOgrllllS. i...
apprenticeship. and on-the-job training programs for the ge.
ographieal area of eonlrlC' performance. Where feaible. 2S
percent of apprentices or trainees in each occupation shall be
in their r"", year of apprenticeship or Iraining. In the event a
special provision for Iraining is providocl under this COIltrIC~
this subparagraph will be superseded a irulieaJed in the spe-
cial provision.
.. The contraclor will advise employees and applicanll for
employment of availabl. training programs and entrance re-
quiromenlS ror each.
,
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d. The conlraclor will periodically review the training and
promotion poJential of minority group and women employ-
ees and will encourage eligible employ... 10 apply for such
Iraining and promo'ion,
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94 367
7. V.IODI: If the contraclDr reliea in whole or in pan
upon unions u . lOurce DC employees. the contractor will use
hil/her best efforts 10 obLain the cooperalion of such unions 10
mereue opportunities Cor minority IroupI and women within
the union.. one! 10 .creet r.rmw by .uch uniolll or minority
one! remal. emplo~, ....ctions by Ill. contractor .illl.. directly
or through . contractor's usociltion acting u agent will in~
clude Ill. procedur....I ronh below:
L The conttac.lOr will use best effons to develop. in coop.
uadon with the unions. joint training programs aimed LOwud
qualifying more minoril)' I"oup members and women for
membership in Ill. uniOJ1l one! increasing the skill. or minor-
ity group .mploy... and women '0 lIl.t lIl.y m.y qu.liry ror
high.r p.ying .mployment,
b. The contractor will use besl efforts to incorporate. an
EEO clause into each union agreement 10 the end that such
union will be contractually bound 10 r.r.. applicants willlout
regud 10 their race, color, religion. sex. national origin. Ige
or di..bility,
c. The contraclOl' is to obtain information IS to the reCerral
practices one! poliei.. or Ill. llbor union except that 10 the ..-
lent such information is within the exclusive polseslion or
Ill. Ilbor union and ludl labor union rer\IICI 10 rurnish .uch
inlormation to the contr'AClor. the contractor shall 50 certify
10 the SHA one! &haJI oet fanh ..hat .crorts hay. been made 10
obtain auch information.
d. In the .vent the union is unabl. 10 provide the controc-
lOr willl I reasonabl. flow of minority and women refenal.
within Ill. time limit .et ranh in the collectiv. bar,aining
Igreement, Ill. conlrlC\Or will. throu,h independent recruit-
ment efforu. fill the employment Ylc:anc:ie& without regard 10
race. color. reli.ion, .... national ori.in. II. or disability;
making full .crorts 10 obtain qualified aNJ/or qualifiabl. mi-
nority group persons one! women. (The DOL hu held lIl.t il
shall be ItO excuse ht Ill. union willl which the contractor
hu I collectiv. baraainin& llreement providilll for e..lu-
siv. referral failed 10 refer minority emplo~.) In the ..ent
the union referral prlClice prevent& the contractor from meet-
ing Ill. obligations pursuant 10 Executi.. Order 11246. a
amended. one! these special provisions. aucIt contnctor &haJI
immediately notify the SMA.
8. Selection 0' Subcontracton, Procure.ent 0'
Materials and Leaslnc of Equipment: Th. contrlClOr
shall not diseriminate on the pound& of race. color, reli.ion.
.... national oricin. II. or disability in the selection one! reteII-
tion of .ubcontractors. irteJudinc procurement or m.terills one!
1_ of equipment,
L Th. cortlrlClOr &haJI notify all potentill subcontractors
and luppliers of birJher EEO obli&aIions under litis c:ontracL
b. Disadvantqed businus entaprise& (OBE), a defmed in
49 CFR 23. shall hay. equal opponanity 10 compele for and
perform .ubcontrac:u which Ill. contractor enter. inlO pur-
suant 10 litis c:ontracL The conlrac:lOr will use his bat efforu
10 solieit bids from and 10 utili.. DBE subconlrlClOn or sub-
c:ontracton willl meaningful minority &rOUP and femal. repr..
oentation among their .mployees. Contractors .hall obtain
lists or OBE COllltrUction !inns from SH.... personnel.
c, The contraclOr wiD use his beat .crorts 10 ensur. .ubcon-
traclOr compliance willl lIl.ir EEO oblig.tiOJ1l.
9. Ret'ords and Rrpurls: The contractor shall .keep
such records as necessary to documenl compliance with the EEO
requirements, Such recorda .hall be retained ror I period or three
years following completion of the contract work and shan be
available at reasonable times and places for inspection by au-
thorized repr.senlltives or Ill. SH.... and the FHW....,
a. The records kept by the contractor shan documena the
rollowing:
(1) The number of minorilY and non-minority group
members II1d women employed in each work classification
on lIle projec~
(2) The progr.ss and errorts being mid. in cooperation
with unions. when applicable. to increase employment op.
ponunitics for minorities and women;
(3) The progress and .rrons being made in loclling. hir-
inl. lraining. qualifying. and upgrading minority and fe-
mal. employ...; and
(4) The progr.s. and .crorts being m.d. in ..curing lIle
services of DDE subconlraclors or subcontractors with
meaningful minorily and female representalion among
their employ....
b. Th. c:ontracton will .ubmit an annual repon 10 Ill. SH....
each July ror the durltion or the projee~ indic.ting Ill. num-
ber or minority. women. one! non-minority grouP employ...
cunently englled in each work clusificllion required by th.
contraCt work. Thi. inrormltion i. 10 be reported on Form
FHW....-1391. If on.IIl.-job training is being required by .pe-
cial provi.ion. Ill. contrlctor will be required 10 collect one!
repon training data,
III NONSEGREG....TED F....CILITIES
(Applicable 10 all Federal-aid c:on&trUction contrlC\S and 10 111
rellled .ubcontracts or 510.000 or mor.,)
L By submis.ion or lIlis bid. the ..ecution or lIlis con-
II'Kt or subcontract. or the consummation of lhiJ material
supply "..-ent or purchue order. a .ppropriate. Ill. bid.
der, Federal-aid constrUCtion conlraClOr. subconlracu.r. mate-
rial supplier. or vendor, a Ipproprllle, certifies that Ill. firm
does _ maintain or provid. for ill .mployees any ..gr.-
.1Ied fac:ilitia It any or its establi.hments, one! that the firm
does not permit its employees 10 perform lIleir .....ices It any
location. under ill control. where ..gr.glled faciliti.s m-.
maintained. The fmn Igrees that I breach of lIli. certificltion
is I violation or Ill. EEO provisions of lIlis contrlCL Th.
fam further certifi.. that no employee will be denied aceess 10
adequate racilities on the bais of ... Or disability,
b. As uaed in litis certifICation. Ill. Ierm "..gre..1ed facili.
ties" meartI any wailing rooms. work area. r..troo~ one!
wubrootrll. restaurants .nd other eating ar.... time clock..
Ioc:t.. rooms. and olll.. .tor.g. or dressing area. par).ing
lolS. drinkinl fountains. recreation or entertainment areas.
lraIIIpOrtI\ion. and housing raciliti.. provided for employees
which are .......ted by ..plicit directiv.. or are. in facL ..g-
reg.1ed on the bais or rac.. color. r.ligion, nltional origin.
a.. or disability. because or h.bi~ 10cII cuslOm. or other.
wise, Th. only ..ception will be ror Ill. disabled wh.n IIlc
demanda ror Iccessibility ovmid. (..g. disabled parking).
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c. The COnb'aclor ear"- that it hu obtained or will obtain
idenlic:al certification from proposed .ubcontrACtors or male.
riallupplien prior to award of subconb'ac&l Dr consummation
of material supply 'Iroements of $10.000 or more and thaI it
will retain such certificltions in its files.
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IV. PAYMENT OF PREDETERMINED MINIMUM
WAGE
I (Applic.ble to all Federal.aid constrUction conlracts exceed.
inl 52.000 and to all rel.ted subconlracts. except for projects
located on roadways clulirlOd u local mads or rural minor col-
Ilecton. which are exempt.)
1. General:
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., All mechanics and I.borers employed or workinl upon
Ibe sile of Ibe work will be paid IDlCOndilionally and nol Ie"
oflel1 than once I week and wiLhout subsequent deduction or
rebale on any account [except such payroll deductions u IlC
permitted by relulations (29 CFR 3)] issued by 1hc SeerelllY
of Labor under Ibe Copeland ACI (40 U,S.C. 2760) Ibe full
amounts 01 w"lles and bona fide lrinle bencfi.. (or cuh
equivalents IbcreoO due at time 01 paymenL The paymenl
shall be computed at w"lle rates nol .... lhan Ihose contained
in lbe w'le delermin.tion 01 lbe Secretary 01 Labor
(hcrcinaltcr "lbe w'le d.tcrmin.tion~) which is auached
hereto and made . part hereof. IClardIeu 01 any conrnctual re-
lationship which may be aBcled to exisl between lb. con.......
tor or its .ubconlractor' and such laboren and mechanics,
Th. W"ll. determination (inc1udinl any additional clusifica.
lions and w"ll. r.... conformed under parapaph 2 01 Ibis Sec.
tion IV and 1hc DOL poster (WH-1321) or Form FHW A.149S)
aha11 be posted at all times by 1hc conlractor and its subcon-
Iracton at 1hc site 01 1hc work in . promincnl and ......ibl.
pllCC where it can be euily ...... by 1hc workers. For 1hc pur-
polO of Ibis Section. conaibutions mad. or coats reuonably
anticipated for bona fide frinI. benefits under Section 1(b)(2)
of 1hc Dayia-Bacon Act (40 U.s.C. 276&) on behall 01 1.-
borers or mochattics are considered w"lles paid 10 IUCIt labor-
en or mechanics. subject to lb. ptOyiaions of Section IV.
parasraph 3b. hereof. AIIo. for 1hc JlUI1lOIC of Ibis Section.
ICplar conaibutions made or COlts incurred lor more lhan .
weekly period (butllOtleu often lhan quarterly) under plans.
luncla. or proll...... which coYer 1hc poniculll weekly period.
are deemed to be constrUCtiyely made or incurred durinl such
weekly period. Such Iaboren and mechanics sha11 be paid 1hc
approprialC W"ll. rate and friIlle benefits on 1hc w'le deter-
mination for the classmc.tion 01 work actually perlormed.
without reIn to lkill. acept u provided in por.....ph1 4
and S of Ibis Section IV.
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b. l.Iboren or mechanics pcrforminl work in more tIwt
one c1assifteation m.y be competllaled .t the rate specified
for each c1usifrcation for lb. time aclllally worked therein.
provided. that the employer's payroll records accurately ICl
forth the lime apeDt in each clusiftcation in which work ia
perlonned.
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c. All ru1inIS and interpretations 01 the D.yia-Bacon ACI
and rel.ted acts contoined in 29 CFR 1.3. and S are herein
incorporated by r.lerence in Ibis conlra<:L
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_ 1:173 - Rmood"93
01.09.93
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2. Cla..I'lutlon:
I. The SHA contracting officer shan require that any class
of laborers or mechanics employed under the contract. which
is not listed in the wlge determination. shall be classified in
conformance with the wlge determination.
b. The contracting officcr shall approve an additional
clusmc.tion. wlge file and fringe benefits only when the
following criteria hive been met
(I) Ibe work \0 be performed by Ibe .ddilion.1 clusifi.
cation requested is not performed by I classificaLion in che
wIge det.crmination;
(2) 1hc addilion.l clusific.tion is ulilizcd in the Ile. by
the construction industry;
(3) Ihe proposed w'le rate. including .ny bon. fide
fringe bencfiLS, bean I reasonable relationship to the wage
rates contained in the wlge delerminllion: and
(4) wilb respecl 10 helpers u defined in Section IV ,4(c).
when such. clusirtcltion prevails in the area in which the
work ia performed,
c. If 1hc conl1lctor or subconl1actora. u .ppropriate. lb.
laborers and mechanics (il known) 10 be employed in 1hc addi-
tional clusifieation or their representatives. and the con.
trlCting officer lIT" on the classification and wage rate
(includilll lbe amount desilnaled lor Irinae benefits where
approprialC). . report 01 1hc action lOken shall be oenl by the
conlractina officer to the DOL. Administrator 01 1hc W'I. and
Hour Division. Employment Standards Administration.
Washinlron. D.C. 20210, The W.g. and Hour Administrator.
or an .ulhorizcd representatiye, will .pproye, modily. or dis-
approY. evcry addition.1 clusilic.tion action wilbin 30 days
01 receipt and 10 adyise 1hc conlra<:UnI olflCer or will notify
Ibe conl1acrinl officer wilbin lbe 30-day period thal addi-
tional time ia neccuary.
d. In 1hc .yetll lb. conl1actor or subcontracton. u appro-
priate. Ihe laborers or mechanics to be employed in lb. .ddi-
tional clusiCication or their representatives. and the con..
tractinl ocr..... do not arr" on lbe ptOposed classification
and w'l. rale (inc:ludinl lb. amounl desiptaled lor Irinle
benefits, wher. appropriate). lbe conlractinl officer shall r..
rer Ibe questions. includinl the views of aU in&eresled partics
and Ibe m:ommendalion 01 Ibe conaacUnI officer. to lb.
W"lIe and Hour Adminillr.tor lor detetmittation. Said Admin-
istrator. or III authorized representative. wnt issue. delermi.
nation within 30 days of receipt and 10 adyise the conaactinl
ocroccr ... will notily 1hc contractinl officer within 1hc 3Q.day
period tItat additional lime ia necessary
e. The W"ll. rate (inc:ludinl frinae benefits where appropri-
ate) detetmined punlWlt to parapop/t 2A: or 2d of Ihis Section
IV sha11 be paid to all worken pcrforminl work in the addi-
tional clauilication lrom lb. ftral d.y on which work is per-
fanned in 1hc clauilication, ~
3, Payment of Fringe Oenents:
L Whenever Ihe minimum wale tate prescribed in the con.
l1.ct lor . cl.ss 01 I.borers or mechanics includes . Irinle
benefit which is nOI expresaed u an hourly tale. lb. conl1ac-
tor or subcontractors. u appropriate. shall either pay the
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94 367
benefit U Ilated. in the WIIC determination or shall pay Ift-
olher bon. fide trinle benefit or an hourly cue equivalent
thereof.
b. If the contrKIOr or subcontrACtor. u appropriate. does
not mike paymenlS to . trustee or other third person. he/she
may consider as . part of the wlges of any laborer or me.
chanic the amount of any costs reasonably anticiplted in
providing bonl fide fringe benefits uncIer I plan or program,
provided. that the Secretary of Labor h.. found. upon the writ-
ten request of the conU'lctor. that the applicable standards of
the Divis-Bacon Act hive been met, The Secretary of Labor
may. require the contractor to set aside in I separate account
assets for the meeting of obligations under me plan or pro-
gram,
4, Apprentlc.. .nd Tr.I.... (Progr.ms of th.
U.S. DOL) .nd H.lpers:
I. Apprentices:
(1) Apprentices will be pennitted 10 work II less than
the predetermined role for the work they performed when
they are employed pursUlllt 10 and individually regislered in
I bonl fide Ipprenticeship progrlm registered with the
DOL. Employment and Trlining Administrllion. Bureau of
Apprenticeohip and Training. or with I Slate Ipprentic.-
ship Igency recopUzed by thr Bureau. or if I person is em-
ployed in his/her flfst 90 dlYs of probationif)' employ-
ment 15 III opprentice in such an Ipprenticeship program.
who is not individually regisraed in the program. bul who
hu been ceniflCd by the Bureau of Apprenticeship and
Training or I SlIIC Ipprenliceship Igeney (where Ippropri-
ate) 10 be eligible for probotionuy employment u III IP-
prentice,
(2) The II10wlble rltio of Ipprentices 10 journeyman-
level employ... on the job site in lilY craft clusifieation
shaI1 not be pater thlll the ratio pennined 10 the contrlC-
tor u 10 the enIin: wort force under the regisraed program.
Any employee IisICd on I payroll at In apprentice wlge
r.... who is not regisaered or otherwise employod U SIlled
above, shill be paid not I... than the applicable wage ratc
Iisled in the wage determination for the c....ilication of
work lCtuaIIy performed. In addition, Ill)' apprentice per-
forming work on the job sile in CltCCSl of the ratio permit.
ted under the regisaered program shill be paid not less than
the applicable wage .... on the wage del.ermination for the
worIc actually performed. Where I contractor or aubcontrac-
lOr is perfonning conattuction on I project in I locality
other thlll that in which ill program is reCisraed. the ro'
lias and wage rates (elpressed in percenlIges of the jour-
neyman.level hourly rate) specified in the conl1lClOr'S or
lubcontrlCtor's "'Cis....ed program shall be observod,
(3) Every opprentice mUlt be paid at not leas than the
rate specifiod in the regisaered program for the apprentice's
level of progreas. Cltpreued U I percentage of the jour-
neymln-Ievel hourly rate speciflCd in the Ipplicable wage
determinotion. Apprentices lhall be paid frinae benefits in
accordance with the provisiona of the apprenticeship pro-
grlJll. If the Ipprenticeship progrlJll does not specify
fringe benefilS. apprentices mUlt be paid the fulllll10unt of
fringc ben.fill listed on the wlge detmnination for the Ip-
pliclbl. clusificltion, If the Adminisl1ltor for thc Wig.
and Hour Division detmnines thlt I diff.rent prlCtice pre-
veils for the applicable apprentice cll.sifiealion. Cringes
shall be paid in accordance wiLh lhll determination.
(4) In the event the Burelu of Apprcnticeship and T..in,
ing, or I Stile apprenticeship agency recogni7.c:d by the Bu.
reau, withdrlws approval of an apprenticeship program. the
conlf.CLOT or subcontrlCtor will no longer be pcrmiucd (0
utlJize apprentices at leiS thin the applicable predeter-
mined rate for the companble work performed by regular
employees until an acc:cplablc program is approved.
b. Trainees:
(I) Except u provided in 29 CFR 5,16, I1linecs will not
be pennitled 10 work It Icss than the predetermined rile for
the work performed unless they Ire employed pursuant 10
and individually regisu:rcd in I program which has rcceiyed
prior approyal. evidenced by Cormal certificalion by the
DOL. Employment and Training Administration.
(2) The ratio oC trainees to journeyman-level employees
on the job sil. shall not be greater thin pennined under the
plln approved by the Employment and Trlining Adminis-
I1ltion, Any employ.. lisled on the plyroll II I trlinee
rate who is not registered and panicipltin& in I training
pion approved by the Employment and Trlining Adminis-
trltion ohlll be paid not less than the Ippliclble wig. rote
on the wlge determinltion for the clllliflCltion of work 10-
lnI\Iy perfonned. In oddition. any trli... performing work
on the job site in ..cess of the rotio pennitled under the
regisaered program Ihlll be plid not less than the Ipplicl'
ble wICe rile on the wlge determination for the work ICIU-
Illy performed.
(3) Every I1Ii..e must be plid II not less than the rote
lpecified in the IpprOVed program for hio/hcr level of
progreas, ..preosed u I percenlag. of the journeyman-
level hourly ..Ie specified in the Ippliclble wlge determi-
notion. Trainees shill be paid fringc bencfits in occordance
with the provisiona of the trli... program. If thc I1linee
program does not mention frinl. benefits. 111i.... shill be
paid the full amount of fringe benefill lisled on the wlge
determination un..., the AdminiatrllOr of the Wlge and
Hour Division determines that there is In Ipprenticeship
p-ocram __illed with the c.rresponding journeymln-
level wlge .... on the wlge determinltion which provides
for leas than full fringe benefits for apprentices. in which
case such trai:nea shall receive lhe lame frinle bcncfiu u
Ipprentices.
(4) In the event the Employment and Training Admirtis-
tration withdrlws approvll of I training program. the con-
IrICIOr or subconl1aclOr will no longer be perminod 10 uti.
lize trai..... It less than lite Ippliclble predetermined rile
for the work perfonned until III acceptable prolrllR is IP-
p-ovcd.
c. Helpers:
(1) A helper is I semi-skilled worker (rlther th,n I
lkillod journeyman mechanic) who works under the direc-
tion of and "Silll I journeyman, Under the joumeymon's
direction and lupervision. the helper performs I vmety of
duties 10 usist the journeyman snch IS preparing. carrying
and furnishing materials. lOols. equipment. and supplics
and mlinlaining them in order; cleaning Ind preplring
work Ireu; liftinl. positioning. and holding mllerills or
Fonn 1213 - R......4-93
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94 367
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1001,; one! other rela1ecl. ocmi'lkilled lUlu u direcled by
the journeyman. A helper may ... 1001, of the lrade at one!
IIIlder the direction one! aupervi.ion of the journeyman. The
particular dutie, performed by a helper .ary ac;cording 10
uea practice.
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(2) Helper. will be permitled 10 work on a project if lIle
helper clUlification il specified on an applicable wage de-
termination or is approved punuant to lhe confonnance
procedun: oct forlh in Section IV.2. Any worker 1i,Ied on a
payroll at a helper wl&e rate. who is not a helper u delined
abo.e, lhall be paid not Ie.. lIlan lIle Ipplicable wage ra.e
on the wl8.e determination for the clusificltion of work ac-
tually performed.
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S, Apprentlc.. and Tr.lne.. (Programs of the
U.S. DOT):
I Apprenticea and lrainees workinl under apprenticeahip and
.kill traininl prOITImS which ha.e been cer.ified by lIle Secre.
tary of Transporlation u promotinl EEO in connection willi
Federal-aid hilhw.y coNlnlCtion proJTImS are no. subject 10
I the requiremenu of paraJTaph 4 of Ibis Section IV. The 'traill"
time hourly wIge rates for apprentices and crlinees under such
proJTIm' will be "labli,hed by the particular proJTIms. The
ratio of apprentices one! trainees 10 journeymen Ihall not be
IlTeatA:r than permilled by the ICImS of lIle particular prolrlm,
6, Withholding:
I The SHA ohaD upon iu own action or upon written request of
III authorized represenlati.e of the DOL withhold. or cause 10 be
withheld. &om the contractor or subcontr.ctor IIIlder Ibis con.
tract or lilY other Federal contract with the same prime COIIIrac.
I lOr. or lilY other Federally.Ulisled contract subject 10 Da.is.
Bacon prevailinl w..e requirements which is held by the same
prime contrlC\Or, a much of Ibe occrued paymenu or ed._
a m.y be considered necasary 10 pay laborers one! mechanics,
I includinl apprentices, trainees, one! helpers. employed by the
COnlractor or lilY subcontractor the litJl amount of w.les reo
quired by Ibe COIllraCL In the e.ent of failun: 10 pay lilY laborer
or mechanic, includinl any .pprentice, tr.inee, or helper, em.
I ployed or .oricinl on the site of the work, all or part of the
W.I" required by the contract, the SHA contractio& oflicer may.
after wriaen notice 10 Ibe contractor, talce such action a may be
necessary 10 eause the suspension of any funIter payment, ed.
I.ance, or paranleO of funds unlil such violalions ha.e ceued.
7. Overtime Requirements:
I No contractor or subcontractor conlraClinl for any part of the
COIIIrICl work which m.y requie or invol.e !he employment of
I.borers, mechanics, watclunen, or luarcls (includinl .ppren.
Iiees, train.... and helpers described in paraJTaphs 4 and S
labove> shaI1 require or permit any laborer. mec:hanic:. watchman.
or pard in any workweek in which helshe is employed 01\ such
work, 10 work in Illcess of 40 hours in such workweek unI...
such laborer, mechanic. watchman. or pard recei.es compcnsa.
llion at . rate not I... than one.and-ooe.half limes hislher buic
rate of pay for .U hours worlted in Illcas of 40 hours in such
workweek.
I 8. Vlol.tlon:
Liability for Unpaid Wales; Liquidaled Dam.les: In the e.OII1
of any .iolation of the cl.use set forlh in par.lr.ph 7 .bo.e,
Ilbe contrlCtor and any ,ubcontrlClor responsible Ibereof ,h.1l
Faom 1273 - _ "93
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be liable to the .rreeled employee for hisJher unpaid Wiles. In
addilaon. such contractor shall be liable lO I.he United St.tes (in
1M case of work done under conlrlCt Cor the Dislrtcl of Columbia
or a territory. 10 .uch Districlor 10 .uch lenitory) for liquidated
dlm'I", Such liquidaled damales .hall be computed with re-
spect to each individual laborer. mechanic. watchman, or guard
employed in violation of the clause let Corlh in paragr.ph 7, in
the sum of S10 for each calendar day on which such employee
was required or penniued lO work in CICesS of the standard work.
week of 40 hours without payment of the overume wages reo
quired by lIle clause set forlll in parlgraph 7,
9, Withholding for Unpaid Wages and Liquidated
Dam.I":
The SHA shall upon its own action or upon wrillen request of
any authorized representative of the DOL withhold. or cause to
be withheld, from any monies payable on account of work per.
Cormed by the contractor or subcontractor under any such con.
tract or any olher Federal conUact with the S&me prime contrac-
lOr, or any olller Feclcrally-asisted contract subject 10 lIle Con.
troct Work HoUR one! Safety Standards Ac~ which is held by Ibe
same prime centrlclor, such sums as may be determined 00 be
necessary to satisfy any liabilities of such contractor or subcon.
tractor for unpaid w.les and liquid.led damales u pro.ided in
the clause oct forth in paralr.ph 8 .bo.e,
V. STATEMENTS AND PAYROLLS
(Applicable 10 all Federal.aid construction contracu exceed.
inl 52,000 and 10 .11 related subc:ontracu. Illcopt for projecu
located on roadw.ys clusified a local rolds or rural collectors,
which .... Illempt.)
I, Compll.nc. with Copel.nd Regul.Uons (29
CFR 3):
The contrlCtor shall comply wilb the Copeland Regulation,
of the S....ewy of Labor which arc herein incorporated by refer.
ence.
2. P.yrolls and P.yroll Records:
L P.yrolls and baic records relatinl Ibereto shall be
maintained by Ibe conlraCtor one! each subcontractor durinl
the coune of the work and preserved for . period of 3 years
from the date of completion of Ibe COIIIract for all laborers.
mechanics. apprentices. trainees. watchmen. helpers. and
luards working at the site of !he work.
b, The payroll records shall contain the name. social oecu-
rily number. one! address of each such employee; his or her
conecl clasific.tion; hourly r.... of w.... paid (includinl
ra... of contributiON or cosU anticipated for bona ride friole
beneliu or cub equivalent thereof the types described in Sec.
tion I(bX2)(B) of the D..is BlCOn Act); daily one! weekly
number of houn worked; deductions made; and actUa1 w....
paid. In addition. for App.lachian contracll, the p.yroll
records shall conlain . notation incIicatina whelber !he em.
ployee does, or does no~ normally reside in the I.bor area u
c1erUled in Attachment A, paraaraph I. Whene.er Ibe Secre.
tary of Labor. pursUlllllO Seclion IV, par.Jraph 3b. hu found
that the wale, of any laborer or mechanic include !he amount
of lilY cosu reasonably IIIticipaled in providinl beneliu un.
der . pllll or prolrlm described in Section l(bX2)(B) of Ibe
Oa.is BlCOn Ac~ the contraClor and each subconlraetor shall
maintain records which show lhltlhe commitmemt to provide
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such benefiLl iJ enforceable. that the plan or prolfam is fi.
nancially possible. lhal the plan or procram has been com.
municated in writing 10 the llboren or mechanics affected.
and .how &he COIl anticipated or the actual COil incurred in
providing benefiu. ConltACtorS or lubcontraC:lOR employ"
ing apprentices or trainees under approved prolrams shan
maintain written evidence of the rcgistration of apprentices
and trainees. and ratiol and wlge rites prescribed in the appli-
cable programs.
c. Each contractor and lubconb'&Ctor shan furnish. each
week in which any contrlct work is performed. La the SHA
r<$idenl engineer a payroll of wages paid each of its employ-
ees (including apprentices. Irain.... and helpers. described in
Section IV. paragraplu 4 and 5. and watchmen and guards en,
gaged on work during the preceding weekly payroll period),
The payroll submitled shall set out accurately and completcly
all of the information required 10 be maintained under parl-
graph 2b of this Section V, This information may be submit.
led in any form desired. Optional Fonn WH-347 is availablc
for this purpose and may be purchued from the Superinten-
dent of Documents (Federal 'lOck number 029-005-0014-1).
U.S, Government Printing Office. WuhinglOn, D,C. 20402,
The prime contractor is responsible for the lubmission of
copi.. of payrolls by all subcontraclOn.
d. Each payroll submined shall be accompanied by a
.Statement of Compliance,. signed by the contraclOr or sub-
contraclOr or hislher agent who pays or supervises the pay-
ment of the persons employed under the contract and shall
certify the followinC:
(1) that the payroll for the payroll period contains the
infonnation required 10 be maintained under paragraph 2b
of this Section V and that SIICh information is COITCCl and
complete;
(2) that such laborer or mechanic (1IICluding each helper.
apprentice, and trainee) employed on the conlract during
the payroll period hu been paid the full weekly wag..
earned, without rebate, either directly or indirectly, and thlt
no deductions have been made either directly or indirectly
from the full wages urned. other than permissible deduc-
tions u set forth in the Regulations, 29 CPR 3;
(3) that each laborer or mechanic has been paid notl..s
that the applicable wace role and frinCe benefilS or cuh
equivalent for the clusificalion of worked performed, u
specified in the applicable wap determination incorpo-
rated inlO the contract.
e. The weekly SlIbmission of a properly a_led cenirtca-
tion set forth on 1he reverse side of Optional Fonn WH.347
shall satisfy the requirement for SlIbmission of the .Statement
of Compliance. required by paragraph 2d of this Seclion V.
f. The falsification of any of the above certirtcations may
SlIbjeet the contraclor 10 civil or criminal proseculion under 18
U.S.C. 1001 and 31 U.S,C, 231.
g. The contraclOr or subcontractor shan make the records re-
quired under paragraph 2b of this Seclion V available for inspec-
tion. copying. or transcription by authoriud representativ.. of
the SHA. the FHW A. or the DOL. and shall pennit SIICh represen-
tatives 10 interView employees during working hours on the
job. If the contraclOr or subeontraclOr fail, 10 submit the reo
quired records or 10 make them available. the SHA. the FHW A.
Lhe DOL. or .n may. .her written notice to the contractor.
sponsor. applicant. Of owner. lake luch actaons as may be nec-
essary 10 cause lhe suspension of any further payment. advance.
or guaran... of funds. Furthermore. failure 10 oubmit the required
records upon request or 10 make luch records IVlilable may be
grounds fordcbarment action pur,uantto 29 CFR 5,12,
VI. RECORD OF MATERIALS, SUPPLIES, AND
LABOR
I. On all Fedcral.aid conlracts on thc Nalional Highway Sys-
tem. except those which provide solely for the installalion of
protective devices a' railroad grade crossings. those which arc
conslTUcted on I force Iccounl or direct labor basis, highway
beautification contraCLS, and contracts for which the total final
construction cost for roadway and bridge is less than
Sl.ooo.ooo (23 CFR 635) thc conlraclor shall:
a. Become familiar with the list of specific matcrials and
supplies contained in Fonn FHW A-47, "Statemenl of Materi-
als and Labor Used by Conlractor of Highway Construction
Involving Federal Funds." prior to the commencement of
work: under this contrlCL
b, Maintain a record of the IOta! cosl of all materials and
suppli.. purchued for and incorporaled in the work, and also
of the quantities of those specific materials and supplics
IiSled on Fonn FHW A-47. and in the unilS shown on Fonn
FHWA-47.
c, Furnish. upon the complction of the contract. 10 thc
SHA r<$ident engineer on Fonn FHW A-47 IOgether with the
data required in paragraph I b relative 10 materials and sup-
plies. a rmal labor summuy of an contract work indicating
the IOta! hours worked and the IOta! amount earned.
2. At the prime contractor's option. either I single reporl
covcring all contract work or separate repons for the conlraclOr
and for each subc:onlracl shall be submitled.
VII. SUBLE1TING OR ASSIGNING THE CON-
TRACT
1. The contraClOr shall perform with its own organization
conlract work amounting to not less than 30 percent (or a
greater pcrcentaCe if specified elsewhere in the contracl) of the
IOta! oriCina1 c:onIract price, e.cluding any specialty items d...
ignated by the Stale. Specialty items may be performed by sub-
conlract and the amount of any such specially items performed
may be dedu<1ed from the IOta! original conlract price beforc
COIlIpJting the amount of work required 10 be performed by.thc
contractor's own organization (23 CFR 635),
L "lIS own orcanization' shan be conslrUed to include
only workers employed and paid directly by the prime con-
traclor and equipment owned or renled by the prime conlrac-
lor. with or without operalOn. Such term does not include
employees or equipment or . subcontractor. usicnee, or
agent of the prime contractor. .
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b, .Specialty Items. shan be conslrUed 10 be limited 10
work that requires highly specialized knowledge, abiliti... or
equipment not ordinarily available in the type of conlracting
organizations qualified and e.pecled 10 bid on the contract as
a whole and in general are 10 be limited to minor components
of the overall contract,
Fonn 1273 - RmMd '.93
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2. n.e contract amount upon which &he requiremenu lei forth
I in paraJl'aph I of Section VU is computed includ.. the COil or
material and mOllufaclUred prodUCII which are 10 be purchased or
produced by the contraclor under the contract provisiollJ,
3. The contractor shall fumish (a) a competent ,uperinten.
I dent or superviJOr who i, employed by the rum. hu full author.
ity 10 direct performance of the work in accordance with the con.
Ifact requiremenll. and is in charle of all construction opera.
tiOllJ (regardl... of who performJ the work) OIld (b) .uch other
I of its own organizational resources (supervision. management,.
and engineering services) as the SHA contracting officer de,er.
mine. is necessary to usure the performance of the contract.
I 4, No portion of the contract .hall be sublet. as.igned or
otherwise disposed of except with the wriuen consent of the
SHA conll"actin& officer, or authorized representative, and such
consent when liven shall not be conslJtied to relieve the con.
I tractor of OIly rcspollJibility for the fulfillment of the conuact.
Written consent will be given only after the SHA ha. as.ured
that each subcontract is evidenced in writing and that it contains
all pertinent provisiOllJ and requiremenll of the prime contract,
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VIII.
SAFETY: ACCIDENT PREVENTION
1. In the perfonnance of this contract the contraclor .hall
I comply with all applicable Federal. Slate, one! local laws gOY.
erning safety. heallil. and laniwion (23 CFR 635), The con.
traclor shall provide alllafeguard.. .afetY clevie.. and prolCC'
tive equipment and take any other needed actiOllJ U i, deter.
I mines. or U the SHA contracting officer may dClCmlinc. to be
reasonably necessary to prolllCt the life one! health of employ...
on liIe job and the lafety of the public one! to pro_ property in
connection wilil the perfonnance of the work covered by the
I contract.
2. It is a condition of this contrac~ one! shall be mode a con.
dition of each 1Ubcontracl, which the contractor en..... into pur.
I suant to this Conlrac~ Ihat the contnclDr one! any subcontraclor
Jhall not permit any employee. in perfonnance of the contrac~
to work in .unolllldinp Dr under conditions which are un.ani.
Iar)', hazardous or dangerous to hislher healli1 or safety. u de.
I tamined under CDIIIlrUCtion safety and heallh Ilandards (29 CFR
1926) promulgated by liIe Secrelar)' of Labor. in accordance
with Section 107 of the Contract Work Hours and Safety Stan.
dards Ad (40 U.s.C. 333).
I 3. Pllrsuant to 29 CFR 19263, it is a condition of this con.
tract liIat the Secretary of Labor or aulhoriand represenwive
lhereof. Jhall have right of entry to any airc of contract perfor-
I mance to inspect or inv..tig... the matre: of comp\iallce wilil
the CDIIIlrUClion safety and healli1 llandards one! to cony out the
duties of the Secrelary under Section 107 of the Contract Work
Hours and Safety Standards Act (40 U.s.c. 333).
I IX. FALSE STATE~ENTS CONCERNING HIGH.
WAY PROJECTS
I In order to ulure high quality and durable CDIIIlnICtion in
conformity wilil approved pi.... and specifications OIld a high
degree of reliability on ltatemenll one! repr.....tations mode by
engineer.. contracton. .uppli..... and worken on Federal-aid
I highway projecll. it iI e.....tial Ihat all persons concemed wilil
Ihe project perform lheir functiOllJ U carefully. thoroughly. one!
hone.t1y U pOlSible. Willful falsification. distortion. or mis.
represenlation wilil respect to any facll related to the project i.
la violation of Federal law, To prevent any mi.unclenWlding re-
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,arding me seriousness or lhese and limilar acLS, the following
nolice ,hall be POSled on each Federal.aid highwIY projecl.(23
CFR 635) in one or more places where it is readily IVlilable to
an perIOIlI concerned with the project:
NOTICE TO ALL PERSONNEL ENGAGED ON
FEDERAL.AID HIGHWAY PROJECTS
18 U.S.C. 1020 reads U follows:
"Whoever being an officer. agenJ. or employee of the Uniled
Slales. of any Slale or Territory. OT whoever. whether Q puson,
QSsocialion. firm, or corpora/ion. knowingly fnQUS MY jalse
.stalemenl. false represenlaliolt. or false report as 101M charac-
ler, qllQlity. qUlIli',. or coil o[ the mtlleriallUed or 10 IH u.sed,
or the qlUUllity or quality of the work perfor_d or 10 be per,
forlMd. or 1M cost thereof in connection wilh lhe submission
01 plans. maps. specijicalions. COnlraCIS. or COSls of conslrMC-
tion on any highway or relaled project sllbmilled for approval 10
the Secretary ofTronsportalion; or
Whotvtr knowingly mokLr any false stale_nJ. false repre.
Si!nJalion. false report or false c14im wilh respect to the charac.
ter. qlMl1i1y. qlUUllily. or COlt of any work ptrformed or to be ptr.
forlMd. or mDlerUJls flUnished or '0 be furnished. in COMec,ion
with the COMIrI""ion of any highway or related projecl ap.
proved I1y the Secretary ofTronsporlOJion; or
Whotvtr knowingly maU.r any false staltmtnJ or false repre.
MlIlIJtiDn IU 10 materiGl/1IC1 ill tIIIy SlGIemenl. cerdjicale. Dr re.
porI sllbmilled purslUUlllo provisioM of the Federal.aUf Roads
Act approved JllIy 1. 1916. (39 SIal. 355). as t1nIDIIUd and "'p.
pltmtnJu;
Shall be fiNtd nDl mort lhal S10.000 or impr/sQMd IlOl more
than 5 years or bolh, .
X. IMPLEMENTATION OF CLEAN AIR ACT
AND FEDERAL WATER POLLUTION CONTROL ACT
(Applicable to all FederaI-aid CDlllUUClion conlnCll and to all
related 'Ubcontracll of 5100.000 or more.)
By submil'ion of liIiI bid or the uec:u1ion of thi, conlraC~ or
lubcontract, u appropri.... the bidder. Federal.aid CDIIIlrUCtion
contractor. or subcontractor, U appropriate, will be deemed to
have ltipulated U follows:
1. That any facility Ihat iI or will be utilized in liIe perfor-
mance of this contract, ani_ luch contract iI uempt under liIe
C1... Air Ac~ u amended (42 U.s.C. 1851 et seq., U amended
by Pub.L. 91-604). and under the Federal W..... Pollution Con.
Inll Act. .u amended (33 U.s.C. 125 I et seq.. u amended by
Pub.L. 92.500). Eaecutive Order 11138. one! regulationl in im.
plemenaalion lhereof (40 CFR 15) i. not lis1ed, on the dale of
contract award. DII liIe U.s. Environmenlal Protection Agency
(EPA) List of Violating Faciliti.. purluantto 40 CFR 15.20.
2. That Ihe rum agrees to comply OIld remain in compliance
with all the requirernenll of Section 114 of liIe Clean Air Act one!
Section 308 of liIe Federal Waler Pollution Control Act and all
regulatiOllJ and guidelines lilted tIlereunder.
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3. That Ihe finn .hall promptly notify the SHA of liIe receipt
of OIly communication from the Director. Office of Fed....1 Ac.
tiviti... EP A. indica,inglilat a facility liIal i. or will be utilized
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for &be conll'KI il W"Idcr consideration 10 be lilted on the EPA
UI' of Violatina Facilities.
4. Thlt the ram line. 10 include or cause 10 be included the
roquiremenll of parll'aph I throuah 4 of Ibi. Section X in every
nonexempt lubc:onb'lCl, and further A&rees to take such action u
the government may direcE U . means of enCorein, such re-
quirements.
XI. CERTIFICATION REGARDING DEBAR.
MENT, SUSPENSION, INELIGIBILITY AND VOL.
UNTARY EXCLUSION
1. Instructions for Certlrlcltlon . Prlmlry Cov-
ered Transactions:
(Applicable 10 all Federal-aid conuacts - 49 CFR 29)
L By sianina and .ubmilline Ibis proposII. Ibe pro.pec-
tive primary plrticipanE is praYlding lhe cenification set out
below,
b, The inability of a person to providc the certification set
out below will not n.....arily result in denial of participation
in Ibi, covered _tion. The proopcctive participant shall
lubmit an explanltion of why it cannot provide Ibe certifica.
tion set out below. The certification or explanation will be
considered in connection wilb the dcpanment or lIeney's de.
lenninatiOll whether to enter hito this transac:tion. However.
faillD'e of the proIpcCtive primary participant 10 furni.h a cer-
tification or an explanation .hall disqualify such I person
from participation in this transaction.
c. The cenification in thi, c1luse is a ml..rial represenll.
lion of fact upon which reliance wu placed when the dcpan-
ment or "aoney dcIennined 10 enrer inlO this Irlll5lClion. If it
is Iller delermined Ibll the prospcclive primary participant
knowinaly rendered an erroneous c:onification. in addition 10
other remedies available 10 the Federal Government, the de.
parlIIIent or IIODCY may lemIinIle this lranJaclion for cause
of cIefauIL
d, The prospeclive primary participant shall provide im-
media", wriuen notice 10 the clepanment or IJCDCY 10 whom
this proposal is submiued if any lime Ibe prospeclivc pri-
rrwy participant learns Iblt ill ccnificalion wu erroncous
when submitted or hu become erroneous by reason of
chanaed circumslanCCS,
c. The terms .covered transaction... .debarred.." -sus-
pended," "ineliaible." "lower tier covered tnnsaction," "par-
ticipant." oopenon." toprimuy covered b'ansaction... -princi-
paI." "proposal.' and "vol1mtarily excluded," u uoed in this
cIauIe, have the IIICIIUnp set out in the Def'miliOll5 and Cov.
....e IOCIions of'ruIes impl-lin& Execulive Order 12549,
Yau mlY contact the dc:panment or lIency 10 which this pr0-
posal is submiued for usisllnCC in obtaiJIin& I copy of those
reaulations,
f. The prospeclive primary participant aarea by submit-
liDa this proposll lhat, should Ihe proposed covered translC-
lion be entered inlO. it shall not Icnowinaly enlCt into any
lower lier covered lranJaction wilb I pcrson who is debarred.
suspended, declared ineliaib1e. or voluntarily excluded from
participation in this covered transaction, unless aulhoriud
by Ibe depanrnent or "aenoy enterina inlO this uansaction.
FR.Il
I. The prospective primary participant further agrees by
submitting ahas proposal Ibat it wi11 include lhcc1lusc lilted
"Certification RCludinl Debarment. Suspension. Ineligibil-
ity and Volunury Ell.clusion.Lower Tier Covered Transac-
tion," provided by the dcpanmenl or Igcney entering into
this covered transaction. without modification. in all lower
tier covered transactions and in .U soJiciLllioits ror lower tier
covered transactions.
h. A panicipant in I covered uansaction mlY rely upon I
certification of . prospective participant in I lower tier coy.
ered transaction that is not debarred. suspended. ineligible. or
yolunwily elcluded Crom the covered transaction. unless it
knows that lhc certification is erroneous. A participant may
decide the mclhod and frequcncy by which it dctcnnineslbe el-
ieibility of its principals. Each panicipant mlY. bUI is nol
required 10. check Ibc nonprocurcmcnl ponion of the .LislS of
Plrlies Excluded From Fedcral Procuremenl or Nonprocurc-
ment Proarams" (NonproclD'emcnt List) which is compiled by
the General Services AdminiJuation.
i, Nothine conllincd in the forceoina shin be consuued
to require establishment of I system DC records in order 10 ren.
dcr in aoad flilb the certificltion required by thi, clause, The
Icnowledee and information of panicipant is nOI required 10
exceed Ibal which is normally possessed by I prudenl person
in the ordinary coursc of business dcalinas,
j. Except for translctions authorized under pUlaraph f of
these iftlU'ucuons. if . participant in a covered transaction
knowin&lY enlerS into a lower tier covered uansaction wilb a
person who is ,uspcnded, debuTed. ineliaiblc. or voluntarily
excluded from puticipalion in Ibis UlDSaction. in addition 10
olber remedies available 10 Ibe Federal Govc:mment, Ibe de-
partment or ISc:nc:y may terminate this transaction for cause
or defaulL
.....
Certification Relardlnl Debarment,
Suspension, IneUKlblllty and Voluntary
Exclusion-Primary Covered Transactions
I. The prospective primary participant certifies to Ibe
best of ill knowledae and belief. Ibll it and ill principals:
L Aze not presently debarred, suspended. propooed for
debonnent, declared ineliaible. or voluntarily excluded
from covered transactions by any Federll dcpanmcnl or
.Ceacy;
b. Have not wilbin a 3.yeu period precedina Ibis
proposal been convieled of or had a civil judaement ren.
dered lloinst Ihem for commi.sion of mud or a criminal
offense in connection wilb oblainine. auompline 10 ob.
tain. or performine I public (Federal. Stale or local)
traDSIClion or conlrlCl IUldcr I public IrlDSlCtion; v.ioll-
Ii... of Federal or Stile anliU'Ust statu... or commission
of embczzlement, lheft, foraer)'. bribery. flhificaUon or
destrUCtion of records. maldna false statements. ~r re-
ceivine slOlen property;
c. Are not presently indicted for or olberwise crimi-
nllly or civilly charaed by I aovommental enlity
(Federal. Stale or local) wilh commission of any of Ibc
ocr....... enumerated in puaaraph I b of this ceniCica,
lion: and
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d. Have not within a 3-year period preceding this &1>-'
plication/proposal had one OJ more public lr&nS8Clions
(federal. S.... or local) lemIinaled [or ca..e or de[ault.
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2. Where the prospective primary parti.ipant is unable
10 certify 10 any of the It.lementl in this certification.
,ueh pro.pe.tive parti.iplllt ,hall auach III expllllation to
this proposal,
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2, Instru.Uons for CerUfI..Uon - Lower Tier
Covered TransactloDs:
I (Applicable to all subcontr..ts. pur.haoc orders md other
lower tier transactions o[ 525,000 or more. 49 CFR 29)
I
L By signing md submiuing thi. proposal. the prospe..
tive lower lier is providing lhe certification sel out below.
b, The certification in this .1...... is a mllerial represen...
I tion o[ fact upon which reliance wu ploced when this tramac:.
tion wu en"red into. If it is Iller determined that the
prospective lower tier participant knowingly rendered III er.
roneous certification. inadclilion 10 other remedies available
I to the Federal Government. the depanment or .gaicy with
which this trlllSlCtion originaled may pursue available reme.
dies. in.luding lIIS]lOI1Sion ondIor debarmenL
I .. The prospective lower tier parti.iplIII shall provide
immedille wrillell notic:e to the person to which lhis proposal
is submitted if 11 lilY time the prospective lower tier parti.i.
pant leunJ that ill certific:ation wu emmeous by rcuon of
I c:hanged .ircumsllllc:el.
d. The terms "covered transaction." "debarred; "sus-
pended," "ineligible,. "primary covered lrIIIIICtion." "parti.-
I iplllt; "person." "prin.ipaL" "proposal; and "vOlun1arily
....Iuded," u 1IIed in this clause. have the maninp set out in
lIIe DefinitiOIU and Coverage sections of ru1ea impl.......ting
Executive Order 12549. Yau may conlacl the person to which
I Ibis proposal is submit..d for assisllllCe in oblaining . copy
of Ihose regulations,
e. The prospective lower tier participant agrees by aubmit-
I ling this proposal Ihat. should the proposed covered trlllSac-
tion be entered into, it shall not knowin8ly en,., into lilY
lower tier covered transaction willi. person who is cIebIrred,
I1IIpeIIded, declared ineligible. or volumarily aduded frum
I participation in lhia covered _ion. unless aulhoriz.ed
by 1be cIeponment or lIency willi which this trmsaction orig-
inated,
If. The pIOIpective lower tier participant furth... agrees by
submitting this pnlpOIaI that it will include lIIis .1...... titlecl
.Certification Regarding DebarmenL Suspension. Ineligibil-
ity and Voluntary Ex.lusion-Low... Tier Cov...ed Tnna..-
I lion. . wilhout modification, in all lower Ii... covered transac-
tions and in all solicitations for lower tier covered trIIISac-
lions.
I g. A parti.ipant in · covered Ifansaction moy rely upon a
certification of. prospective parti.ipant in . lower Ii... cov-
ered transaction lIIat is not cleborrcd. suspended, ineligible, or
voluntarily ex.luded frum Ihe covered trlllllClion, unless it
. knows thatlhe certifi.ation is erroneous. A participant m.y
......1273-_..'3
OI-Gl/,9]
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decide the method and f""luency by which it determines Ihe el.
isibility of i15 principals. Eic:h panicipant may. but is no.1
required to, check. the Nonprocurement LisL
h. Nothing contained in the foregoing shall be .on.trued
to require establishment of I system of records in order &0 ren-
der in 8000 faith \he certification required by this clause. The
knowledge and inCormalion or participant is not required to
ex.eed that whi.h i. nonnally possessed by a pruden' per.on
in the ordinary course DC business dealings.
i. Except Cor transactions authorized under paragraph e of
these insuuctions. if . participant in I covered ltAnsaction
knowinsly enten into I lower tier covered transaction with .
person who i. su.pended. deborred. in.ligible, or volun..rily
excluded Crom participation in this trlllSlcLion. in addition to
other remedies Ivailable to the Federal Government. the de-
partment or agency with which this transaction originated
may pursue Ivailable remedies. including suspension and/or
debument.
. . . . .
CerUfl..Uon Relardlnl Deb.rment,
Suspension, Ineligibility .nd Volunt.ry
Exclusion-Lower Tier Covered Tr.ns..Uons
I. The prospective lower lier parti.iplllt certifies. by
submission of thi. proposal. th.1 neither il nor ill princi.
pals is presently debarred, suspended, proposed for debar-
mcnL dcclared ineligible, or voluntarily ex.luded from par-
ti.ip.tion in this transaction by .ny Federal depanmcnt or
.gen.y,
2. Where the prospective low... lier parti.ipant is unable
to c:enify to lilY or Ihe ,..temenll in lIIis c:enification,
such pIOIpective parti.ipant shall 1I11ch on explonation 10
Ibis proposal.
.....
XII. CERTIFICATION REGARDING USE OF
CONTRACT FUNDS FOR LOBBYING
(Applicable to all Fecleral-aicl conslrUC:tion con.....1I ancIto all
rel.ted subcontracu which eac:eed $100.000 - 49 CFR 20)
1. The prospective participanl certifies. by li,ninl and
IUbmilling lIIis bid IX' proposal. 10 1be bat of his or her knowl-
edge md belief, IhaI:
L No Fed....1 appropril1ed fllllds h.ve been paid or will be
paid. by or em behalf of 1be undersigned. to lilY penon for in-
ftuenc:ing or ItleIIlpIing III inftuenc:e III orr..... or employee of
any Federal lIency. . Member of Congress. .. officer or em-
ployee of Congress, or .. employee of . Member of Congress
in ~ wilb 1be .w.rding of lilY Federal contr.'L lIIe
making of my Federal gr..t. 1be making of ..y Fed...a1 10m.
lIIe auering into of lilY cooperative .greement. and Ihe esleD-
sion. c:ontinuation, renew... IlIICIldment. or mocIili.alion of my
Feder.l c:ontrlCl, grlllt. 10m. or c:ooperative .greement.
b. II ..y funds oilier thlll Federal .ppropri.1ed funds h.ve
been paid or will be paid to my person for inftuen.ing or .t-
..mpting to inftuenc:e m officer or employee of lilY Fed....1
.gency, . Member o[ Congress, m offi.er or employee of
Congress, or on employee o[ a Member or Congress in conncc.
l
.
FR-I2
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94 367
lion with Ibis Federal contract. I,ant. loan. or cooper.tive
.greemon~ &he uncIer,icned &hall complele .nd ,ubmil Slandard
Form.LLL. -Oi",lo,... Form to R.port Lobbying." in .ceor.
dance wi&h ill inllNCbons.
2.. This certification is I material representation of fact upon
which reliance wu pl.ced when lhis transaction wu made or en.
tered into. Submission of Ibis certification is I prerequisite for
making or .ntering into this transaction imposed by 31 U,S,C.
13S2. Any person who fails to file the required cenificllion
shan be lubjccl LO . civil penalty of not less than S10,OOO and
not more than SIOO,()(X) (or each such failure. .
3. The prospecliy. parlicipant also .gr..s by submiuing his
or her bid or propos.1 th., h. or she ,h.1I require th., the Ian.
guage of this certification be included in .11 lower tier lubc:on-
treelS. which ..ceed $100.000 and th.t .11 .uch recipicolS .h.1I
certify and disclose .ccordingly,
FEDERAL-AID FEMALE AND MINORITY GOALS
In accordance with Section 11. "Nondiscrimination." of
"Required Contract Provisions Federalaaid Construction
Contracts" the following are the goals for female utilization:
Goal for Women
(.ppli.s n.tionwid.)..............(perconl)
6.9
The following are Boals for minorilY utilization:
CALIFORNIA ECONOMIC AREA
Goal
(Perconl)
174 Redding. CA:
Non-SMSA Collllties 6.g
CA La....; CA Modoc;
CA P1umu; CA Shula;
CA Siskiyou; CA TehunL
17S Eureka. CA:
Non.SMSA COllllties . 6.6
CA Del None; CA Hwnbold~
CA Trinil)'.
176 San Franc:isc:o.oaldand.San Jose. CA:
SMSA Collllties:
7120 SaIinu.Seaside.
Monterey. CA.... 28.9
CA Mosuerey.
'1360 San fnncisco.OaIdand, CA.
CA A\ameda: CA ConISa Coau;
CA Marin; CA San fnncilco;
CA San Maleo.
7400 San Jose. CA 19.6
CA Sarua Clara.
748S Santa Cruz, CA. 14.9
CA Santa Cruz.
7S01l Santa Rosa. CA 9.1
CA Sanoma.
8720 Vallejo-Fairfield. Napa. CA
CA Napa; CA Solano
Non.SMSA COllllli.. 23.2
CA Lak.; CA Mendocino;
CA San Benito.
2S.6
17.1
177 Sacruncoto. CA:
SMSA Coun,i..:
6920 Sacramento. CA, 16.1
CA Placer; CA Seerunonto;
CA Yolo,
Non.SMSA Counlios. 14.3
CA Buue; CA Colusa;
CA EI Dorado: CA Glcon:
CA Nevada; CA Sierra;
CA Swer: CA Yuba.
178 SloCkton.Modeslo. CA:
SMSA COlllllies:
S170 Modesto. CA 12,3
CA Slanislaus.
gl20 SIoCkIlln. CA 24.3
CA San Joaquin.
Non-SMSA COllllli.. 19.8
CA Alpine; CA Amador;
CA Calayeras: CA Mariposa;
CA Merced: CA Tuolumne.
179 Frana.Bakersfi.ld. CA:
SMSA Counties:
0680 Bakersfi.1d, CA 19.1
CA Kern.
2840 Frana. CA 26.1
CA Frana,
Non.SMSA Counti.. 23.6
CA Kings; CA Modera;
CA Tulare,
180 Los Ana.I... CA:
SMSA Counties:
0360 Anaheim.Santa Ana.ouden
Grove, CA. 11. 9
CA Orange.
4480 Los Ang.....Long
Beach, CA 28.3
CA Los Ang.les.
6000 Oxnard-Simi V.lley.
VenlUR. CA 21.S
CA Vcolllfa,
,
.
"- 1%73 - R_ ,.93
01.09,93
FR-I3
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6780 Ri....idc.San Bernardino.
Onwio, CA, 19,0
CA Ri....idc;
CA San Bcmordino.
7480 Santa Bubar..Santa Mori..
Lompoc,CA 19,7
CA Santa Borboro,
Non.SMSA Counties 24,6
CA Inyo; CA Mono;
CA San Luis Obispo.
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367
181 Son Diego. CA:
SMSA Counli..
7320 Son Diego. CA, 16,9
CA Sill Diego.
Non,SMSA Counlies 18,2
CA Imperiol,
In addition to the reporting rcquircmcnls set forth else.....here
in this contfact the Conll.clot and subcontractors holding
SUbconlrlClS. not including material suppliers. of $10.000 or
more. .holl .ubmit for every month of July during which work is
perfonned. employment data as contained under Form FHW A
PR.1391 (Appendix C 10 23 CFR. Pltl 230). and in .ccordlllce
with lhc insU'Uclions included thereon.
,
,
FR.14
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94 367
FEDERAL MINIMUM WAGES
SOUTH
Attention Is directed to Section 6, "Federal Requirements
for Federal-Aid Construction ProJects", In the Notice to
Contractors and Special Provisions for this project; and
Decision No. CA94-2 of the Secretary of Labor, Included herein.
GENERAL WAGE DETERMINATIONS
ISSUED UNDER THE DAVIS-BACON
AND RELATED ACTS
General Decision Number CA940002
Superseded General Decision No. CA930002
State: California
construction Type:
BUILDING
HEAVY
HIGHWAY
RESIDENTIAL
County(i..) :
IHPERIAL
INYO
KERR
LOS ANGELES
HOHO
ORANGE
RIVERSIDE
SAN BERHARDINO
SAN WIS OBISPO
SANTA BARBARA
VENTURA
BUILDING CONSTRUCTION PROJECTS: HEAVY CONSTRUCTION PROJECTS
(does not include oil veIl drilling 1n Kem county: doe. not
include 'l'V IGrout work or vater veIl drillinq): HIGHWAY
COtlSTIlUCTION PR01!:CTS: RESIDENTIAL CONSTRUCTION PROJECTS
(inclucliftf) ainqle taaily hoa.. and apartaenta up to and includinq
4 stori..) (doe. not include Inyo anet Mono counti..): DREDGING
PROJECTS. Thi. vaq8 decision doe. n~ include hopper dradq8 work
or the installation ot solar .nerqy .y.t....
Modification Nuaber
o
1
a
3
6
Publication Date
02(11(19"
03(06(19"
06(08(19"
05(20(19"
06(2<(19"
CA960002 - 1
06(26/1996
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94 367
COUNTY (ies) :
IMPERIAL
INYO
KERN
LOS ANGELES
MONO
ORANGE
RIVERSIDE
SAN BERNARDINO
SAN LUIS OBISPO
SANTA BARBARA
VENTURA
ASBE0005B 09/20/1993
Rates Fringes
IMPERIAL, INYO, KERN, LOS ANGELES, ORANGE, RIVERSIDE, SAN
BERNARDINO, SAN LUIS OBISPO, SANTA BARBARA AND VENTURA COUNTIES:
INSULATORS/ASBESTOS WORKERS
Includes the application of all
insulating materials, protective
coverings, coatings, and finishings
to all types of mechanical systems 27.21
7.53
ASBESTOS REMOVAL WORKER/
HAZARDOUS MATERIAL HANDLER
Includes preparation, wetting,
stripping, removal, scrapping,
vacuuming, bagging and disposing
of all insulation materials from
mechanical systems, whether they
contain asbestos or not 10.75
1. 75
ASBE0016C 08/01/1993
MONO COUNTY:
Rates
Fringes
INSULATORS/ASBESTOS WORKERS
Includes the application of all
insulating materials, protective
coverings, coatings, and finishings
to all types of mechanical systems 30:50
5.88
BOIL0092A 01/01/1994
BOILERMAKER
Rates
26.18
Fringes
7.89
BRCA0004B 05/01/1993
Rates
RIVERSIDE AND SAN BERNARDINO COUNTIES:
Fringes
BRICKLAYER; STONEMASON; AND MARBLE
.
"''''l''\~nnn., _ .,
01':''''4''00''-
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SETTER:
Fort Irwin Army Training Center;
Naval Air Weapons Station, China
Lake; and Twenty-nine Palms
Marine Base 29.44
Remainder of Riverside and
San Bernardino Counties 23.82
5.30
5.30
----------------------------------------------------------------
BRCA0004C 09/01/1992
Fringes
Rates
LOS ANGELES, ORANGE AND VENTURA COUNTIES:
TERRAZZO WORKER AND TILE SETTER
24.99
6.60
----------------------------------------------------------------
BRCA0004D 11/01/1993
IMPERIAL COUNTY:
Rates
Fringes
BRICKLAYER, STONEMASON; MARBLE
SETTER
22.78
5.95
----------------------------------------------------------------
* BRCA0004E 04/01/1994
VENTURA COUNTY:
Rates
Fringes
BRICKLAYER
22.36
6.26
----------------------------------------------------------------
BRCA0004F 07/01/1992
Fringes
Rates
SAN LUIS OBISPO AND SANTA BARBARA COUNTIES:
BRICKLAYER; STONEMASON; MARBLE,
TERRAZZO AND TILE SETTER
23.60
5.25
----------------------------------------------------------------
BRCA0004G 08/01/1993
INYO, KERN AND MONO COUNTIES:
Rates
Fringes
BRICKLAYER; STONEMASON:
Edwards Air Force Base; and Naval
Air Weapons Station, China Lake
Remainder of Inyo and Kern
27.78
5.21
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counties; and Mono county
24.03
5.21
----------------------------------------------------------------
BRCA0004H 05/01/1992
Rates Fringes
KERN, LOS ANGELES, ORANGE, RIVERSIDE, SAN BERNARDINO, SAN LUIS
OBISPO, SANTA BARBARA AND VENTURA COUNTIES:
MARBLE SETTER
25.32
6.05
----------------------------------------------------------------
BRCA00040 09/01/1992
Fringes
Rates
IMPERIAL COUNTY:
TERRAZZO & TILE SETTER
24.99
6.60
----------------------------------------------------------------
BRCA0004P 09/01/1992
Rates Fringes
INYO, KERN, LOS ANGELES, MONO, ORANGE, RIVERSIDE, SAN BERNARDINO,
SAN LUIS OBISPO, SANTA BARBARA AND VENTURA COUNTIES:
TERRAZZO WORKER
24.99
6.60
----------------------------------------------------------------
BRCA0004R 10/01/1992
Fringes
Rates
RIVERSIDE AND SAN BERNARDINO COUNTIES:
TILE SETTER
5.52
24.99
----------------------------------------------------------------
BRCA0004S 09/01/1992
IMPERIAL COUNTY:
Rates
Fringes
TERRAZZO AND TILE SETTER
6.60
24.99
----------------------------------------------------------------
BRCA0004U 05/01/1993
LOS ANGELES COUNTY:
Rates
Fringes
BRICKLAYER; STONEMASON
6.15
25.32
----------------------------------------------------------------
BRCA0004V 11/01/1993
f'\r , -., ,......... ~
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INYO, KERN AND MONO COUNTIES:
TILE SETTER:
Edwards Air Force Base; and Naval
Air Weapons Station, China Lake
Remainder of Inyo, Kern and
Mono Counties
Rates
Fringes
20.65
3.40
17.65
3.40
----------------------------------------------------------------
BRCA0004W 05/01/1992
ORANGE COUNTY:
BRICKLAYER; STONEMASON; MARBLE
SETTER
Rates
Fringes
----------------------------------------------------------------
24.25
5.10
BRCA0007F 08/01/1992
INYO AND MONO COUNTIES:
MARBLE SETTER
Rates
Fringes
----------------------------------------------------------------
26.80
10.55
BRCA0017D 06/02/1993
MARBLE, TERRAZZO & TILE FINISHER
Rates
19.21
Fringes
6.72
----------------------------------------------------------------
CARP0002A 07/01/1993
CARPENTERS:
Work on single family homes
& apartments up to and
including 4 stories:
Framer & finish carpenter
Insulation & weatherstripping
installer
Shingler
Concrete & form worker
Residential fence builder
Cabinet installer
Subterranean garage concrete
construction
Roof loader of shingles
,...,d1 ~ t"",.., _ e;
Rates
Fringes
17.79 5.10
15.50 3.80
16.42 4.05
16.35 5.10
16.36 5.10
18.09 5.10
18.17 5.10
11. 49 4.05
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All other work:
Inyo, Kern and Mono Counties:
Carpenter (including drywall
lathing), cabinet installer,
floor worker and acoustical
installer
Insulation installer:
Wood frame non-residential
or concrete block or
tilt-up, Types III, IV and
V construction
All other work
Shingler
Saw filer
Table power saw operator
Pneumatic nailer or power
stapler
Commercial fence builder
Roof loader .of shingles
(commercial)
Millwright
pile driver: Derrick barge:
Bridge or dock carpenter:
Cable splicer: Heavy framer:
Rock slinger
Head rock slinger
Rock barge or scow
Remainder of counties:
Carpenter, cabinet installer,
floor worker and acoustical
installer
Insulation installer:
Wood frame non-residential
or concrete block or
tilt-up, Types III, IV and
V construction
All other work
Shingler
Saw filer
Table power saw operator
Pneumatic nailer or power
stapler
Commercial fence builder
Roof loader of shingles (com-
mercial)
Millwright
Pile driver: Derrick barge:
Bridge or dock carpenter:
Cable splicer: Heavy framer:
Rock slinger
Head rock slinger
Rock barge or scow
CA94000' - 6
23.23
5.10
17.00
23.23
23.36
23.31
23.33
4.81
5.10
5.10
5.10
5.10
23.48
21.51
5.10
5.10
16.35
24.30
5.10
5.10
23.93
24.03
23.83
5.10
5.10
5.10
23.80
5.10
'17.00
23.80
23.93
23;88
23.90
4.81
5.10
5.10
5.10
5.10
24.05
21.51
5.10
5.10
16.75
24.30
5.10
5.10
23.93
24.03
23.83
5.10
5.10
5.10
06/24/1994
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CARP0002B 07/01/1993
Rates
Fringes
DIVERS:
Diver, wet
Diver, stand-by
Diver tender
52.86
26.43
25.43
5.10
5.10
5.10
FOOTNOTE:
Divers shall receive a minimum of 8 hours pay for any day or
part thereof.
----------------------------------------------------------------
CARP0002C 07/01/1993
DRYWALL INSTALLER/LATHER:
Work on single family homes and
apartments up to and including
4 stories
All other work
Rates
Fringes
18.53
23.80
4.23
5.10
----------------------------------------------------------------
CARP0003P 11/01/1993
Rates
Fringes
INYO, KERN AND MONO COUNTIES:
TILE FINISHER:
Edwards Air Force Base; and Naval
Air Weapons Station, China Lake
Remainder of Inyo, Kern and
Mono Counties
16.98
3.40
13.98
3.40
CARP0011C 06/01/1993
Rates Fringes
LOS ANGELES, ORANGE, RIVERSIDE, SAN BERNARDINO, SAN LUIS OBISPO,
SANTA BARBARA AND VENTURA COUNTIES:
MARBLE AND TILE FINISHER
19.21
6.32
CARP0117A 06/01/1993
Rates Fringes
KERN, LOS ANGELES, ORANGE, RIVERSIDE, SAN BERNARDINO, SAN LUIS
OBISPO, SANTA BARBARA AND VENTURA COUNTIES:
TERRAZZO FINISHER
20.98
3.80
----------------------------------------------------------------
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f'\l:'''' ..............
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* ELEC0011A 06/01/1994
LOS ANGELES COUNTY:
Rates
Fringes.
ELECTRICIANS:
Work on single family homes and
apartments up to and including
4 stories
Tunnel work:
Electrician
Cable splicer
All other work:
Electrician; Traffic signal
installer
Cable splicer
15.65 3% + 4.51
28.55 3% + 9.19
29.15 3% + 9.19
25.95 3% + 9.19
26.55 3% + 9.19
* ELEC0011B 06/01/1994
Rates
Fringes
LOS ANGELES COUNTY:
LINE CONSTRUCTION:
Line technician
Cable splicer
Ground person
25.95
26.55
15.57
3% + 9.19
3% + 9.19
3% + 9.19
ELEC0011C 12/01/1992
Rates
INYO, KERN, LOS ANGELES, MONO, ORANGE, RIVERSIDE, SAN
SAN LUIS OBISPO, SANTA BARBARA AND VENTURA COUNTIES:
Fringes
BERNARDINO,
COMMUNICATIONS AND SYSTEMS WORK:
Kern, Los Angeles, Orange,
San Luis Obispo, Santa
Barbara and Ventura Counties:
Communications & systems
installer 16.15
Communications & systems
technician 17.90
Sound technician (Los
Angeles County only) 18.90
Alarm technician II (Orange
County only) (duties
limited to pulling wire to
and terminating devices;
not to install devices that
interface with other con-
tractors (mounting waterflow,
duct detectors, dampers or
connecting control panels) 13.93
3% + 3.40
3% + 3.40
3% + 3.40
3% + 3.40
,....."""."'''',.....
,.., ,- . ,.........
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Inyo, Mono, Riverside and San
Bernardino Counties:
Communications & systems
installer
Communications & systems
technician
16.63
3% + 2.75
18.38
3% + 2.75
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.
.
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, line
voltage work, and energy management systems.
Does not cover work performed at China Lake Naval Ordnance
Test Station, Edwards Air Force Base, Elk Hills Naval Petroleum
Reserve, Point Arguello and Vandenberg Air Force Base.
In the Counties of Inyo, Kern, Mono, Riverside, San
Bernardino, San Luis Obispo, Santa Barbara and Ventura, fire
alarm work shall be performed at the current inside wireman
total cost package.
----------------------------------------------------------------
ELEC0413A 12/01/1993
SANTA BARBARA COUNTY:
Rates
Fringes
ELECTRICIANS:
Work on single family homes
and apartments up to and
including 4 stories
16.00
3\ + 5.10
All other work:
Vandenberg Air Force Base:
Electrical subcontracts
.....".....,,,..--...
^,. ,...... ............
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over $50,000:
Electrician 28.97 3% + 6.80
Electrician, welding 29.47 3% + 6.80
Cable splicer 30.47 3% + 6.80
Electrical subcontracts
of $50,000 or less:
Electrician 25.20 3% + 6.80
Electrician, welding 25.70 3% + 6.80
Cable splicer 26.70 3% + 6.80
Remainder of Santa Barbara
county:
Electrical subcontracts
over $50,000:
Electrician 25.22 3% + 6.80
Electrician, welding 25.72 3% + 6.80
Cable splicer 26.72 3% + 6.80
Electrical subcontracts
of $50,000 or less:
Elect;,rician 21.45 3% + 6.80
Electrician, welding 21. 95 3% + 6.80
Cable splicer 22.95 3% + 6.80
----------------------------------------------------------------
ELEC0413B 12/01/1993
SANTA BARBARA COUNTY:
LINE CONSTRUCTION:
Vandenberg Air Force Base:
Line technician: Equipment
operator
Cable splicer
Ground person: Ground
person/driver
Remainder of Santa Barbara
county:
Line technician: Equipment
operator
Cable splicer
Ground person: Ground
person/driver
Rates
Fringes
29.37
30.87
4.5% + 6.30
4.5% + 6.30
22.03
4.5% + 6.30
25.62
27.12
4.5% + 6.30
4.5% + 6.30
----------------------------------------------------------------
19.22
4.5% + 6.30
ELEC0428A 06/01/1993
KERN COUNTY:
ELECTRICIANS:
,.l\Q4nnn? _ ,n
Rates
Fringes
f\~ ,.,."- "OQ4
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Edwards Air Force Base; and Naval
Air Weapons station, China Lake:
Work on single family homes
and apartments up to and
including 4 stories
All other work:
Electrician
Cable splicer
Remainder of Kern County:
Work on single family homes
and apartments up to and
including 4 stories
All other work:
Electrician
Cable splicer
14.50
4.25% +2.60
27.59
29.87
4.25% +5.15
4.25% +5.15
13.50
4.25% +2.60
22.84
25.12
4.25% +5.15
4.25% +5.15
----------------------------------------------------------------
ELEC0428B 06/01/1993
KERN COUNTY:
LINE CONSTRUCTION:
Rates
Fringes
Edwards Air Force Base; and Naval
Air Weapons station, China Lake:
Ground person/Truck driver 21.88
Line technician; Heavy
equipment operator 27.59
Cable splicer 29.87
4% + 5.15
4% + 5.15
4% + 5.15
Remainder of Kern County:
Ground person/Truck driver 17.13
Line technician; Heavy
equipment operator 22.84
Cable splicer 25.12
4% + 5.15
4% + 5.15
4% + 5.15
----------------------------------------------------------------
ELEC0440A 07/05/1993
RIVERSIDE COUNTY:
ELECTRICIANS:
Work on single family homes
and apartments up to and
including 4 stories
All other work:
Electrician
Cable splicer
CIlQ40nn? - l'
Rates
Fringes
14.50
3% + 3.16
23.83
24.33
3% + 6.96
3% + 6.96
06/24" Q<l4
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Electrician, welding
----------------------------------------------------------------
24.13
3% + 6.96
ELEC0440B 07/05/1992
RIVERSIDE COUNTY:
LINE CONSTRUCTION:
Line technician
Cable splicer
Ground person
Rates
Fringes
22.46
22.96
16.85
4t + 6.61
4% + 6.61
4% + 6.61
----------------------------------------------------------------
* ELEC0441A 06/01/1994
ORANGE COUNTY:
ELECTRICIANS ANn LINE CONSTRUCTION:
ELECTRICIANS:
Work on single family homes
and apartments up to and
including 4 stories
All other work:
Electrician
Cable splicer
LINE CONSTRUCTION:
Line technician; Heavy
equipment operator
Cable splicer
Ground person
Rates
Fringes
16.05
3% + 1.95
26.20
27.41
3% + 5.80
3% + 5.80
26.20
27.41
22.61
3% + 5.80
3% + 5.80
3% + 5.80
----------------------------------------------------------------
ELEC0477A 12/01/1993
Rates
INYO, MONO AND SAN BERNARDINO COUNTIES:
Fringes
ELECTRICIANS:
Work on single family homes
and apartments up to and
including 4 stories (San
Bernardino County only)
All other work:
Area within 75 road miles from
the Main Post Office in San
Bernardino:
CACl40002 - J?
14.50
3% + 3.84
0612411994
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Electrician 22.32 3% + 8.43
Cable splicer 22.82 3% + 8.43
Electrician, welding 22.82 3% + 8.43
Electrician, tunnel
work 24.55 3% + 8.43
Remainder of area:
Electrician 29.32 3% + 8.43
Cable splicer 29.82 3% + 8.43
Electrician, welding 29.82 3% + 8.43
Electrician, tunnel work 31. 55 3% + 8.43
----------------------------------------------------------------
ELEC0477B 12/01/1993
Fringes
Rates
INYO, MONO AND SAN BERNARDINO COUNTIES:
LINE CONSTRUCTION:
within 75 road 'miles from
the Main Post Office in
San Bernardino, California:
Line technician
Cable splicer; Line
technician, welding
Ground person
22.12
4.5% + 8.36
22.62
16.59
4.5% + 8.36
4.5% + 8.36
Remainder of area:
Line technician
Cable splicer; Line
technician, welding
Ground person
29.12
4.5% + 8.36
29.62
23.59
4.5% + 8.36
4.5% + 8.36
----------------------------------------------------------------
ELEC0569C 02/01/1994
IMPERIAL COUNTY:
Rates
Fringes
LINE CONSTRUCTION:
Commercial overhead line work;
catenary worle:
Line technician; Heavy
equipment operator
Ground person
Ground person/truck driver
All other commercial
underground line work:
Line technician; Heavy
equipment operator
24.37
17.60
11. 98
4% + 5.12
4% + 5.12
4% + 5.12
16.27
4% + 5.12
CA940002 - 13
06/24/1994
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Ground person; Ground
person/truck driver
11.58
4% + 5.12
----------------------------------------------------------------
ELEC0569D 10/01/1993
IMPERIAL COUNTY:
Rates
Fringes
ELECTRICIANS:
Work on single family homes
and apartments up to and
including 4 stories
Sound work:
Sound technician
Telephone interconnect
technician
Sound person B
Utility work:
Utility technlcian #1
Utility technician #2
All other work:
Electrical subcontracts over
$500,000:
Electrician
Cable splicer
Electrical subcontracts of
$500,000 or less:
Electrician
Cable splicer
14.61 3% + 2.77
17.18 3% + 3.85
13.79 3% + 3.85
12.53 3% + 3.215
16.11 3% + 2.84
10.56 3% + 2.49
23.61
24.06
3% + 5.22
3% + 5.22
20.86
21. 31
3% + 5.22
3% + 5.22
SCOPE OF WORK:
SOUND WORK: Assembly, installation, operation, service and
maintenance of components or systems as used in closed circuit
television, amplified master television distribution, CATV on
private property, intercommunication, burglar alarm, fire alarm,
life support and all security alarms, private and public
telephone and related telephone interconnect, public address,
paging, audio, language, electronic, background music system less
than line voltage or any system acceptable for class two wiring
for private, commercial, or industrial use furnished by leased
wire, frequency modulation or other recording devices, electrical
apparatus by means of which electricity is applied to the
amplification, transmission, transference, recording or
reproduction of voice, music, sound, impulses and video.
Excluded from this Scope of Work - transmission, service and
maintenance of background music. All of the above shall include
the installation and transmission over fiber optics.
SOUND TECHNICIAN: Terminating, operating and performing
final check-out
CA940002 - 14
06/24/1994
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SOUND PERSON B: Wire-pulling, splicing, assembling and
installing devices
UTILITY WORK:
UTILITY TECHNICIAN #1: Installation of street lights and
traffic signals, including electrical circuitry, programmable
controller, pedestal-mounted electrical meter enclosures and
laying of pre-assembled cable in ducts. The layout of electrical
systems and communication installation including proper position
of trench depths, and radius at duct banks, location for
manholes, street lights, and traffic signals.
UTILITY TECHNICIAN #2: Distribution of material at job
site, installation of underground ducts for electrical,
telephone, cable TV, and communication systems. The setting,
leveling, grounding and racking of precast manholes, handholes
and transformer pads.
----------------------------------------------------------------
* ELEC0639A 06/01/1994
-
SAN LUIS OBISPO COUNTY:
ELECTRICIANS:
Work on single family homes
and apartments up to and
including 4 stories
All other work:
Electrical contracts $60,000 or
less:
Electrician
Cable splicer
Electrical welder
Electrical contracts $60,001
to $1. 5H:
Electrician
Cable splicer
Electrical welder
Electrical contracts $1.5H
and over:
Electrician
Cable splicer
Electrical welder
Rates
Fringes
16.50
3% + 4.70
22.75 3% + 6.05
25.03 3% + 6.05
23.89 3% + 6.05
24.00 3% + 6.05
25.03 3% + 6.05
23.89 3% + 6.05
26.00 3% + 6.05
28.60 3% + 6.05
27.30 3% + 6.05
----------------------------------------------------------------
* ELEC0639B 06/01/1994
SAN LUIS OBISPO COUNTY:
LINE CONSTRUCTION:
Line technician: Line truck
operator: Line equipment
operator
-'" "'. ,.."',,--. _ ., c::
Rates
Fringes
24.00
4% + 5.94
,.., ,-. ,., 1'1(\01
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Cable splicer
Line welder
Ground person
26.40
25.20
18.00
4% + 5.94
4% + 5.94
4% + 5.94
----------------------------------------------------------------
ELEC0952A 04/01/1994
VENTURA COUNTY:
Rates
Fringes
ELECTRICIANS:
Area within 32 road miles from
the nearest basing point:
Electrician
Cable splicer
25.90
28.49
3% + 7.00
3% + 7.00
Remainder of Ventura County:
Electrician
Cable splicer.
30.90
33.49
3% + 7.00
3% + 7.00
FOOTNOTE:
Basing points: the main Post Office in the cities of Camarillo,
Oak View, Oxnard, Santa Paula and Ventura.
----------------------------------------------------------------
ELEC0952B 04/01/1994
Fringes
Rates
VENTURA COUNTY:
LINE CONSTRUCTION:
Area within 32 road miles from
the nearest basing point:
Line technician; Heavy
equipment operator
Cable splicer
Ground person
25.90
28.49
19.43
4% + 6.90
4% + 6.90
4% + 6.90
Remainder of Ventura county:
Line technician; Heavy
equipment operator
Cable splicer
Ground person - truck driver
30.90
33.49
24.43
4% + 6.90
4% + 6.90
4% + 6.90
FOOTNOTE:
Basing points: the main Post Office in the cities of Camarillo,
Oak View, oxnard, Santa Paula and Ventura.
----------------------------------------------------------------
ELEC1245A 06/01/1993
('l\Q40002 - 16
06/2411994
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Rates
Fringes
OUTSIDE UTILITY TRANSMISSION WORK:
Line worker; Cable splicer
Powder worker
Ground person
Line worker, welding
25.70
24.41
16.63
26.99
4% +6.25
4% +6.25
4% +6.25
4% +6.25
SCOPE OF WORK:
All outside work on electrical transmission lines, switchyards
and substations, and outside work in electrical utility
distribution systems owned, maintained and operated by
electrical utility companies, municipalities, or governmental
agencies.
----------------------------------------------------------------
ELEV0018A 08/26/1993
Rates
27.13
Fringes
6.12
ELEVATOR MECHANICS
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.
----------------------------------------------------------------
ENGI0012F 07/01/1993
Rates Fringes
POWER EQUIPMENT OPERATORS:
GROUP 1 21. 75 9.50
GROUP 2 22.53 9.50
GROUP 3 22.82 9.50
GROUP 4 22.96 9.50
GROUP 5 24.06 9.50
GROUP 6 23.18 9.50
GROUP 7 23.29 9.50
GROUP 8 24.39 9.50
GROUP 9 23.41 9.50
GROUP 10 24.51 9.50
GROUP 11 23.58 9.50
GROUP 12 23.68 9.50
GROUP 13 23;71 9.50
GROUP 14 23.79 9.50
GROUP 15 23.91 9.50
GROUP 16 24.08 9.50
GROUP 17 24.18 9.50
GROUP 18 24.29 9.50
GROUP 19 24.41 9.50
GROUP 20 24.58 9.50
GROUP 21 24.68 9.50
GROUP 22 24.79 9.50
GROUP 23 24.91 9.50
-- - . -.......... ,., ('Ie ,... II "n"...
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GROUP 24 25.08 9.50
CRANES, PILEDRIVING & HOISTING EQUIPMENT:
GROUP 1 21. 75 9.50
GROUP 2 22.53 9.50
GROUP 3 22.82 9.50
GROUP 4 22.96 9.50
GROUP 5 23.18 9.50
GROUP 6 23.29 9.50
GROUP 7 23.41 9.50
GROUP 8 23.58 9.50
GROUP 9 23.75 9.50
GROUP 10 24.75 9.50
GROUP 11 25.75 9.50
GROUP 12 26.75 9.50
GROUP 13 27.75 9.50
TUNNEL GROUP:
GROUP 1 23.03 9.50
GROUP 2 23.32 9.50
GROUP 3 23.46 9.50
GROUP 4 23.68 9.50
GROUP 5 23.79 9.50
GROUP 6 23.91 9.50
GROUP 7 24.21 9.50
DREDGING:
Hydraulic suction dredges:
Lever operator
Deckmate; Watch engineer
Winch (stern winch on dredge)
Bargehand; Deckhand; Fire person;
Oiler; Leveehand
Dozer
24.10
23.52
22.97
9.50
9.50
9.50
22.43
23.63
9.50
9.50
Clamshell dredges:
Lever operator
Watch engineer; Deckmate
Barge mate
Bargehand; Deckhand; Fire person;
Oiler
24.10
23.52
23.04
9.50
9.50
9.50
22.43
9.50
POWER EQUIPMENT OPERATOR CLASSIFICATIONS
GROUP 1: Barge, brake, compressor operator, Ditch
seat or similar type equipment, elevator operator -
engineer oiler, generator operator, generator, pump
plant operator, pump operator, signal, switch
Witch, with
inside,
or compressor
CA940002 - 18
06/24/1994
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GROUP 2: Concrete mixer operator - skip type, conveyor
operator, fire person, hydrostatic pump operator, oiler crusher.
(asphalt or concrete plant), skiploader (when wheel type up to
3/4 yd. without attachment), soils field technician, tar pot
fire person, temporary heating plant operator, trenching machine
operator
GROUP 3: Equipment greaser (rack), Ford Ferguson (with dragtype
attachments), helicopter radio (ground), power concrete curing
machine operator, power concrete saw operator, power - driver
jumbo form setter operator, stationary pipe wrapping and cleaning
machine operator
GROUP 4: Asphalt plant fire person, backhoe operator (mini-max
or similar type), boring machine operator, box or mixer (asphalt
or concrete), chip spreading machine operator, concrete pump
operator (small portable), drilling machine operator, small auger
types (Texoma super economatic or simila.r types - Hughes 100 or
200 or similar types - drilling depth of 30' maximum), equipment
greaser (grease truck), guard rail post driver operator, highline
cableway signal, hydra-harnrner-aero stomper, power sweeper
operator, roller operator (compacting), screed operator (asphalt
or concrete), trenching machine operator (up to 6 ft.)
GROUP 5: Equipment greaser (grease truck/multi-shift)
GROUP 6: Asphalt plant engineer, batch plant operator, bit
sharpener, concrete joint machine operator (canal and similar
type), concrete planer operator, deck engine operator, derrick
(oilfield type), drilling machine operator, bucket or auger types
(Caldwell 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
(including water wells), hydrographic seeder machine operator
(straw, pump 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 finishe~ operator
(concrete, Clary-Johnson-Bidwell or similar type), 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 25 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
GROUP 7: Asphalt or concrete spreading operator (tamping or
finishing), asphalt paving machine operator (Barber Greene or
similar type), backhoe operator (up to and including 3/4 yd.),
small Ford, Case or similar, cast-in-place pipe laying machine
,.."nAnn"...
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operator, combination mixer and compressor operator (gunite
work), compactor operator (self-propelled), concrete mixer
operator (paving), crushing plant operator, drill doctor,
drilling machine operator, bucket or auger types (Caldwell 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 repair
person, Kalamazoo ballast 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),
pneumatic concrete placing machine operator (Hackley-Presswell or
similar type), pumpcrete operator, rotary drill operator
(excluding caisson type), rubber-tired earth-moving equipment
operator (single engine, caterpillar, Euclid, Athey Wagon and
similar types with any and 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
type - John Deere, 1040 and similar single unit), self-propelled
curb and gutter machine operator, skipload operator (crawler and
wheel type over 1-1/2 yds. up to and including 6-1/2 yds.),
surface heater 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 bending
machine operator, trenching machine operator
GROUP 8: Heavy-duty repair person (multi-shift)
GROUP 9: Drilling machine operator, bucket or auger types
(Caldwell 200 B bucket or similar types - Watson 3000 or 5000
auger or similar types - Texoma 900 auger or similar types -
drilling depth of lOS' maximum), dual drum mixer, heavy-duty
repair-welder combination, 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), rubber-tired earth-moving
equipment operator (multiple engine, Euclid, Caterpillar and
similar over 25 yds. and up to 50 yds.), tower crane repair
person, tractor loader operator (crawler and wheel type over 6-
1/2 yds.), Woods mixer operator (and similar pugmill equipment)
GROUP 10: Heavy-duty repair-welder combination (multi-shift)
GROUP 11: Auto grader operator, automatic slip form operator,
drilling machine operator, bucket or auger types (Caldwell, auger
200 CA or similar types - Watson auger 6000 or similar types -
drilling depth of 175' maximum), hoe ram or similar with
compressor, mass excavator operator, mechanical finishing machine
operator, mobile form traveler operator, motor patrol operator
(multi-engine), pipe mobile machine operator, rubber-tired earth-
r&Qdnnn? _ ?n
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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 12: Rubber-tired earth-moving equipment operator
operating equipment with push-pull system (single engine, up to
and including 25 yds. struck)
GROUP 13: Canal liner operator, canal trimmer operator, remote-
control earth-moving equipment operator, wheel excavator operator
GROUP 14: 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 15: Rubbe;-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 16: 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 17: 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 18: Concrete pump operator, truck-mounted, 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 19: 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)
GROUP 20: Rubber-tired earth-moving equipment operator,
CA940002 - 21
06/24/1994
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operating in tandem (scrapers, belly dumps and similar types in
any combination, excluding compaction units - multiple engine,
Euclid, Caterpillar and similar type, over 50 cu. yds. struck)
GROUP 21: Rubber-tired earth-moving equipment operator,
operating equipment with the tandem push-pull system (single
engine, up to and including 25 yds. struck)
GROUP 22: 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 23: 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 24: 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 1: Engineer oiler: Fork lift operator (under 5 tons
capacity)
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: Stinger crane (Austin-Western or similar type): Tugger
hoist operator (1 drum)
GROUP 6: Bridge crane operator: Cretor crane operator: Fork
lift operator (over 5 tons): Hoist operator (Chicago boom and
similar type): Lift mobile operator: Lift slab machine operator
(Vagtborg and similar types): Material hoist operator: 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,
CA940002 - 22
06/24/1994
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clamshell operator (over 5 cu. yds. mrc); 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.
mrc)
GROUP 9: Crane operator (over 25 tons and up to and including
50 tons mrc); Derrick barge operator (over 25 tons up to and
including 50 tons mrc); Highline cableway operator; Hoist
operator, stiff legs, Guy derrick or similar type (over 25 tons
up to and including 50 tons mrc); K-crane operator; Polar crane
operator; Tower crane operator
GROUP 10: Crane operator (over 50 tons and up to and including
100 tons mrc); Derrick barge operator (over 50 tons up to and
including 100 tons mrc); Hoist operator, stiff legs, Guy derrick
or similar type (over 50 tons up to and including 100 tons mrc)
GROUP 11: Crane operator (over 100 tons and up to and including
200 tons mrc); Derrick barge operator (over 100 tons up to and
including 200 tons mrc); 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 locom~tive or motorperson (up to and including
10 tons)
GROUP 4: Bit sharpener; Equipment greaser (grease truck); Slip
- -
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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 repair/welder combination
GROUP 7: Tunnel mole boring machine operator
----------------------------------------------------------------
* IRON0001C 07/~l/1993
VANDENBERG AIR FORCE BASE:
Rates
Fringes
IRONWORKERS:
Ornamental, reinforcing
and structural
Fence erector
23.88
22.99
11.62
11.62
----------------------------------------------------------------
* IRON0001F 07/01/1993
Fringes
Rates
REMAINDER OF COUNTIES AN:) PARTS OF COUNTIES:
IRONWORKERS:
ornamental, reinforcing and
structural
Fence erector
20.88
19.99
11.62
11. 62
----------------------------------------------------------------
LAB00001B 07/01/1993
BRICK TENDER
Rates
16.86
Fringes
9.01
----------------------------------------------------------------
LAB00002B 01/01/1992
KERN COUNTY:
Rates
Fringes
PLASTERER TENDER:
Edwards Air Force Base; Elk Hills
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Naval Reserve; and Naval Air
weapons station, China Lake
18.64
7.91
Remainder of Kern County
14.96
7.91
----------------------------------------------------------------
LAB00002C 07/01/1993
LOS ANGELES AND ORANGE COUNTIES:
Rates
Fringes
PLASTERER TENDER:
Work on single family homes and
apartments up to and including
3 stories
All other work
16.69
19.69
8.74
8.74
----------------------------------------------------------------
LAB00002D 07/01/1993
_ Rates
SAN LUIS OBISPO AND SANTA BARBARA COUNTIES:
Fringes
PLASTERER TENDER:
San Luis Obispo County and Santa
Barbara County (north part):
Work on single family homes
and apartments up to and
including 3 stories
(does not apply to
vandenberg Air Force Base,
Point Arguello or Camp
Roberts) 13.63
All other work 16.48
9.34
9.34
Santa Barbara County (south part):
Work on single family homes
and apartments up to and
including 3 stories 13.63
All other work 17.48
9.34
9.34
----------------------------------------------------------------
LAB00002E 07/01/1993
Rates Fringes
IMPERIAL, INYO, MONO, RIVERSIDE AND SAN BERNARDINO COUNTIES:
PLASTERER TENDER:
Work on single family homes
and apartments up to and
including 3 stories:
Plasterer tender
Plasterer clean-up laborer
16.90
13.56
9.54
9.54
~aq4nn02 - 25
n~,?~"qq4
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All other work:
Plasterer tender
Plasterer clean-up laborer
19.90
16.56
9.54
9.54
FOOTNOTE:
Work at Fort Irwin, 'George Air Force Base, Marine Corps Air
Station 29 palms, Marine Corps Logistics Supply Base, Mountain
Warfare Training Center, Naval Air Facility Seeley, . and U.S.
Marine Corps Pickle Meadows: $3.00 per hour additional.
----------------------------------------------------------------
LAB00002G 08/01/1993
VENTURA COUNTY:
Rates
Fringes
PLASTERER TENDER:
Work on single family homes
and apartments ,not to exceed
2 stories in height
All other work
15.48
17.48
8.79
8.79
----------------------------------------------------------------
LAB00002H 07/01/1993
LABORERS :
GROUP 1
GROUP 2
GROUP 3
GROUP 4
GROUP 5
Rates
Fringes
16.61
17.01
17.21
18.26
18.46
9.01
9.01
9.01
9.01
9.01
TUNNEL LABORERS:
GROUP 1
GROUP 2
GROUP 3
GROUP 4
19.52
19.64
19.80
20.08
9.01
9.01
9.01
9.01
WORK ON SINGLE FAMILY HOMES AND APARTMENTS UP TO AND INCLUDING 3
STORIES:
Landscape laborer, Clean-up,
fencing (chain link and
wood) 12.79 9.01
All other work on single
family homes and apartments
up to and including 3 stories 13.79 9.01
GUNITE LABORERS:
GROUP 1
GROUP 2
GROUP 3
19.86
18.91
16.40
9.71
9.71
9.71
f'"I!if')An.,..""",,
nl:./~. ,~ ",...
.,r-
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94 367
HOUSEMOVERS (ONLY WHERE HOUSEMOVING IS INCIDENTAL TO A
CONSTRUCTION CONTRACT):
Housemover 15.37 8.19
Yard maintenance person 15.12 8.19
LABORER CLASSIFICATIONS
GROUP 1: Cleaning and handling of panels, forms; Concrete
screeding for rough strike-off; Concrete, water curing;
Demolition laborer, the cleaning of brick and lumber; Dry packing
of concrete, plugging, filling of shee-bolt holes; Fire watcher,
limber, brush loaders, pilers and debris handlers; 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,
temporary water and air lines; Material hose operator (walls,
slabs, floors and decks); Railroad maintenance, repair track
person and road beds; Rigging and signaling; Scaler; Slip form
raiser; On highways, slurry seal crew (mixer operator,
applicator operator, squeegee operator, shuttle, top);
Streetcar and railroad construction track laborers; Striper,
concrete or other paved road surfaces; Tar and mortar; Tool crib
or tool house laborer on highways; Traffic control by any method;
Traffic delineating device applicator; 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
foundations, footings, curb, 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 pipeline wrapper; Pot tender and form person; Guinea
chaser; Headerboard, asphalt; Laborer, packing rod steel and
pans; Membrane vapor barrier installer; Power broom sweeper
(small); Riprap stonepaver, placing stone or wet sacked concrete;
Roto 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; Concrete cutting torch; Concrete pile
cutter; Driller, jackhammer, 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; Hydro seeder and
similar type; Impact wrench mUlti-plate; Kettle, pot and asphalt
applier, lay-kold, creosote, lime caustic 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
,..~O'''''n? _ 77
,..,; ,.,. "00.
-
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mechanical tools not separately classified herein; Pipelayer's
backup, 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 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, shorer,
lagging, sheeting and trench bracing, hand-guided lagging hammer;
Head rock slinger; Laborer, asphalt-rubber distributor
bootperson; Laser beam in connection with laborers' work;
No-joint pipe and stripping of same; Over-size concrete vibrator
operator, 70 Ibs. and over; Pipelayer, including water, sewage,
solid, gas or air; Porta shot-blast; Prefabricated manhole
installer; Sandblaster (nozzle, water blasting)
.
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 types of mechanical
drills; Toxic waste removal
TUNNEL LABORER CLASSIFICATIONS
GROUP 1: Batch plant laborer; Bull gang mucker, track;
Concrete crew, including rodder and spreader; changehouse;
Dump; Dump (outside); Swamper (brake and switch on tunnel work);
Tunnel materials handling
GROUP 2: Cable tender; Chuck tender; Nipper; Vibrator operator,
jackhammer, pneumatic tools (except driller); Loading and
unloading agitator cars; Pot tender, using mastic or other
materials
GROUP 3: Blaster, driller, powder; Chemical grout jet; Cherry
picker; Grout gun; Grout mixer; Grout pump; Jackleg miner; Jumbo;
Kemper and other pneumatic concrete placer operator; Miner,
tunnel (hand or machine); Powder (primer house); Primer;
Shotcrete; Steel form raiser and setter; Timber; Retimber (wood
or steel); Tunnel concrete finisher; Nozzle; Operating troweling
and/or grouting machine; Sandblaster
GROUP 4: Shaft, raise miner; Diamond driller
GUNITE LABORERS CLASSIFICATIONS
GROUP 1: Nozzle and rod
~aOAOOO~ - 28
06/24/1994
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GROUP 2: Gun
----------------------------------------------------------------
GROUP 3: Rebound
LAB00067D 02/01/1993
Rates
10.00
Fringes
3.83
ASBESTOS REMOVAL LABORER
SCOPE OF WORK:
Includes site mobilization, initial site clean-up, site
preparation, removal of asbestos-containing material and
toxic waste (including lead abatement and any other toxic
materials), encapsulation, enclosure and disposal of asbestos-
containing materials and toxic waste (including lead abatement
and any other toxic materials) by hand or with equipment or
machinery; scaffolding, fabrication of temporary wooden
barriers and assembly of decontamination stations.
----------------------------------------------------------------
PAIN0036A 01/01/1993
Rates Fringes
INYO AND KERN COUNTIES; LOS ~~GELES COUNTY (except Pomona area);
MONO COUNTY; AND SAN BERNARDINO COUNTY (west of a line north of
Trono including China Lake area, Johannesburg, Boron, south
including the Wrightwood area):
DRYWALL FINISHER:
Kern County (west of the Los
Angeles Aqueduct)
Remainder of area
19.69
23.16
4.69
4.69
PAINTERS:
Los Angeles County (except
Antelope Valley and the
Pomona area)
Work on all wood frame
structures used for
human habitation,
including motels and
convalescent homes 17.15
Work on service stations and
car washes: small commercial
work (construction up to and
including 3 stories in
height, such as small
shopping centers, small
stores, small office
buildings and small food
establishments): small
2.65
,..",nAn""-'I
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industrial work (light metal
buildings, small warehouses,
small storage facilities and
tilt-up buildings); and
tenant improvement work
(tenant improvement work not
included in conjunction with
the construction of the
building; including repaint
work) (not applicable to any
phase of the aerospace
industry or to hotels which
operate commercial establish-
ments as part of the hotel
service) 19.10
All other work:
Brush and roller 22.12
Paperhanger; swing stage;
Paste machine operator 22.37
Sandblast; Spray;
Steeplejack 23.12
4.68
4.68
4.68
4.68
Inyo and Kern Counties; Los
Angeles County (Antelope
Valley); Mono County; and
San Bernardino county (west
of a line north of Trono
including the China Lake area,
Johannesburg, Boron, south
including the Wrightwood area):
Work on wood framed housing,
motels and convalescent
homes 15.15
All other work:
Brush & roller 17.68
paperhanger; Swing stage;
Paste machine operator 17.93
Sandblast; Spray;
Steeplejack 18.68
2.65
4.68
4.68
4.68
----------------------------------------------------------------
PAIN0048D 01/01/1993
Rates Fringes
IMPERIAL COUNTY; LOS ANGELES COUNTY (Pomona area); ORANGE AND
RIVERSIDE COUNTIES; AND SAN BERNARDINO COUNTY (excluding western
portion):
DRYWALL FINISHER
21.18
5.94
PAINTERS:
Brush
Brush, swing stage; Spray
20.70
20.95
5.94
5.94
CA94000? - 30
06/?4'1994
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Paperhanger; Spray, swing stage
Sandblaster; Iron, steel &
bridge (ground work); Iron,
steel & bridge - spray
(ground); Rigger, climbing
steel; Brush, climbing steel
& bridge
Sandblaster, swing stage; Iron,
steel & bridge (swing stage) ;
Iron, steel & bridge (swing
stage, spray)
Steeplejack
21.20
5.94
21.45
5.94
21.70
22.45
5.94
5.94
----------------------------------------------------------------
PAIN0052A 07/01/1992
Rates Fringes
SAN LUIS OBISPO, SANTA BARBARA AND VENTURA COUNTIES:
DRYWALL FINISHER
PAINTERS:
Work on single family homes and
apartments up to and including
3 stories:
Painter, brush
Painter, spray
All other work:
Painter; Pot tender (brush)
Paperhanger; Paste machine
operator
Spray, sandblaster (non-steel);
waterblaster; Power cleaning
(non-steel); steam cleaning
(non-steel)
Sign painter
Steeplejack (non-steel)
High and hazardous, interior or
exterior staging, scaffolding,
bos'n chair, spider or swing
stage:
4th or 5th stories:
Painter
Spray painter, sandblaster,
waterblaster; Power
cleaning; Steam cleaning;
Steeplejack
6th through 10th stories:
Painter
Spray painter; Sandblaster;
waterblaster; Power
cleaning; Steam cleaning;
Steeplejack
"""'''Ann",'''
22.86
4.45
16.15
16.65
4.70
4.70
20.19
4.70
20.44
4.70
20.69
20.84
21.19
4.70
4.70
4.70
21.56
4.70
22.06
4.70
22.44
4.70
22.94
4.70
.,.
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10 stories and over:
Painter 22.94 4.70
spray painter; Sandblaster;
Waterblaster; Power
cleaning; Steam cleaning 23.44 4.70
Iron and steel:
Iron and steel/brush; Pot
tender/steel 21. 44 4.70
Iron and steel/spray; Iron
and steel sandblast power
clean 21. 94 4.70
High iron and steel construction;
Bridges over 30 ft.:
Painter/brush 22.94 4.70
Painter/steel/spray; Sand-
blaster; waterblaster 23.44 4.70
----------------------------------------------------------------
PAIN0132A 11/01/1993
Rates
INYO, KERN, MONO AND SAN LUIS OBISPO COUNTIES:
Fringes
GLAZIER
----------------------------------------------------------------
20.87
6.07
PAIN0636A 05/01/1994
Rates Fringes
LOS ANGELES, ORANGE, RIVERSIDE, SAN BERNARDINO, SANTA BARBARA AND
VENTURA COUNTIES:
GLAZIER
----------------------------------------------------------------
21.40
8.25
PAIN1176A 04/01/1993
INYO AND MONO COUNTIES:
PARKING LOT STRIPING WORK AND/OR
HIGHWAY MARKING:
GROUP 1
GROUP 2
GROUP 3 & GROUP 5
GROUP 4
Service person (maintenance
and repair of equipment)
(on jobsite only)
parking lot, game court and
playground installer
Protective coating, resurfacing,
pavement sealing, slurry seal,
including repair when done in
("lIeunn,,? - 32
Rates
Fringes
20.93 5.64
19.88 5.64
17.79 5.64
20.93 5.64
12.56 5.19
13.00 5.64
06,,411QQ4
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conjunction with pavement
sealing and slurry seal work
Sealer/mixer
Applicator operator, shuttle
person and squeegee person
17.93
17.16
5.64
5.64
15.13
5.64
PARKING LOT STRIPING AND/OR HIGHWAY MARKING CLASSIFICATIONS:
GROUP 1: STRIPER: Layout and application of painted traffic
stripes and marking; hot thermo plastic; tape traffic stripes and
markings
GROUP 2: TRAFFIC DELINEATING DEVICE APPLICATOR: Layout and
application of pavement markers, delineating signs, rumble and
traffic bars, adhesives, guide markers; other traffic delineating
devices; includes all related surface preparation (sandblasting,
waterblasting, grinding) as part of the application process
GROUP 3: TRAFFIC SURFACE ABRASIVE BLASTER: removal of traffic
lines and markings; preparation of surface for coatings and
traffic control devices
GROUP 4: TRAFFIC PROTECTIVE DELINEATING SYSTEMS INSTALLER:
removes; relocates; installs permanently affixed roadside and
parking delineation barricades; fencing, guard rail; cable
anchor, retaining walls, reference signs, monument markers
GROUP 5: TRAFFIC CONTROL PERSON: Sole function is to control
and direct traffic through both conventional and moving lane
enclosures
----------------------------------------------------------------
* PAIN1176B 04/01/1993
Rates Fringes
IMPERIAL, KERN, LOS ANGELES, ORANGE, RIVERSIDE, SAN BERNARDINO,
SAN LUIS OBISPO, SANTA BARBARA AND VENTURA COUNTIES:
PARKING LOT STRIPING WORK AND/OR
HIGHWAY MARKERS:
GROUP 1
GROUP 2
GROUP 3
GROUP 4
GROUP 5
Service person (maintenance
and repair of equipment)
(on jobsite only)
Slurry seal work:
19.93
18.93
16.94
19.93
16.94
5.67
5.67
5.67
5.67
5.67
11.96
5.25
~~
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Fresno, Imperial, Kern,
Kings, Los Angeles, San
Luis Obispo, Santa
Barbara, Tulare and
Ventura Counties:
sealer/mixer
Applicator operator,
shuttle person and
squeegee person
Traffic surface
protective coating
applicator
14.89
3.66
13.18
3.66
15.51
3.66
orange, Riverside and San
Bernardino Counties:
Sealer/mixer
Applicator operator,
shuttle person and
squeegee person
Traffic surface
protective coating
applicator
14.54
3.52
12.88
3.52
15.15
3.52
PARKING LOT STRIPING AND/OR HIGHWAY MARKING CLASSIFICATIONS:
GROUP 1: STRIPER: Layout and application of painted traffic
stripes and marking: hot thermo plastic: tape traffic stripes and
marking
GROUP 2: TRAFFIC DELINEATING DEVICE APPLICATOR: Layout and
application of pavement markers, delineating signs, rumble and
traffic bars, adhesives, guide markers: other traffic delineating
devices: includes all related surface preparation (sandblasting,
waterb1asting, grinding) as part of the application process
GROUP 3: TRAFFIC SURFACE ABRASIVES BLASTER: Removal of traffic
lines and markings: preparation of surface for coatings and
traffic control devices
GROUP 4: TRAFFIC PROTECTIVE DELINEATING SYSTEMS INSTALLER:
Removes: relocates: installs: permanently affixed roadside and
parking delineating barricades, fencing, guard rail, cable
anchor, retaining walls, reference signs, monument markers
GROUP 5: TRAFFIC CONTROL PERSON: Sole function is to control
and direct traffic through both conventional and moving lane
closures
----------------------------------------------------------------
PAIN1247A 10/01/1993
Fringes
Rates
CA940002 - 34
06/2411994
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INYO, KERN AND MONO COUNTIES:
SOFT FLOOR LAYER
18.52
5.97
----------------------------------------------------------------
PAIN1247B 08/01/1992
Rates Fringes
LOS ANGELES, ORANGE, RIVERSIDE, SAN BERNARDINO, SAN LUIS OBISPO,
SANTA BARBARA AND VENTURA COUNTIES:
SOFT FLOOR LAYER
23.30
6.49
----------------------------------------------------------------
PAIN1399B 09/01/1993
IMPERIAL COUNTY:
Rates
Fringes
GLAZIER
22.89
7.05
----------------------------------------------------------------
PAIN1711A 10/13/1993
IMPERIAL COUNTY:
Rates
Fringes
SOFT FLOOR LAYER
16.95
5.44
* PLAS0002B 08/05/1993
Rates Fringes
LOS ANGELES, ORANGE, RIVERSIDE, SAN BERNARDINO AND VENTURA
COUNTIES:
PLASTERER:
Work on single family homes
and apartments up to
and including 3 stories
All other work
21.83
24.83
5.36
5.36
PLAS0052B 07/01/1993
CEMENT MASONS:
Work on wood or metal frame
construction of single
family residences, apartments
and condominiums (does not
include projects that exceed
3 stories: any utility work,
Rates
Fringes
......,.. 4 ...,....."" _ .,~
f\C ,.,... "onA
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such as telephone, gas, water,
sewer and other utilities; or
any work outside property lines,
including curbs, gutters and
sidewalks) 15.00
Work on projects where the total
permit value of the general
contract and all subcontracts
upon that jobsite is $7.5 million
or less:
Cement mason;
Cement mason; Curb and gutter
machine: clary and similar
type of screed operator
(cement only); Grinder;
Jackson vibratory, Texas
screed and similar type
screed operator: Scoring
machine operator 18.30
Cement mason (magnesite -
epoxy) 18.42
Cement mason, floating and
troweling machine operator 18.55
All other work:
Cement mason, including but not
restricted to the following:
cellular cement mason,
chipping: patching, grinding;
setting all concrete forms
and perimeter forms,
including catch basin
structures and drain inlets,
setting curb form and plank,
setting of lines, stakes and
grades; setting screeds,
which includes screed pins;
cutting scoring and sawing
new concrete, plugging,
filling Shee-bolt holes; dry
packing concrete and EMBECQ;
tending material hose on
slabs, floors and decks:
tending mixer-truck chute on
slabs, floors and decks:
bush hammering; patching and
sacking, rodding, tamping,
bidwell and similar type
rodding machines, bull
floating; CUrb and gutter
machine operator; Clary and
similar type of screed
operator (cement only);
Grinding machine (all types);
Jackson Vibratory, Texas
4.15
7.80
7.80
7.80
"''''''ltnnn., _ .,~
0(; '''11 ,1QQA.
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94 367
Screed and similar type
screed operator; scoring
machine operator
Cement mason (magnesite,
magnesite - terrazzo and
mastic composition, Epoxy,
urethanes and exotic
coatings, Dex-O-Tex)
Cement mason floating and
troweling mmachine operator
20.26
9.80
20.38
9.80
----------------------------------------------------------------
20.51
9.80
PLAS0191B 03/01/1994
INYO, KERN AND MONO COUNTIES:
PLASTERERS :
Work on housing two stories and
under:
Plasterer
Nozzle operator
All other work:
Plasterer
Nozzle operator
Rates
Fringes
16.32
16.58
5.41
5.41
16.92
17.05
5.91
5.91
----------------------------------------------------------------
PLAS0341B 08/07/1993
SANTA BARBARA COUNTY:
PLASTERER
Rates
Fringes
----------------------------------------------------------------
22.10
4.53
PLAS0346B 05/01/1993
IMPERIAL COUNTY:
PLASTERER:
Work on single family homes
and apartments up to and
including 3 stories
All other work
Rates
Fringes
15.42
18.42
5.29
5.29
----------------------------------------------------------------
PLAS0775B 06/01/1993
SAN LUIS OBISPO COUNTY:
PLASTERER
----------------------------------------------------------------
21. 77
Rates
Fringes
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PLUM0016G 07/01/1993
Rates Fringes
IMPERIAL, LOS ANGELES, ORANGE, RIVERSIDE, SAN BERNARDINO, SAN
LUIS OBISPO, SANTA BARBARA AND VENTURA COUNTIES:
PLUMBER; STEAMFITTER:
Fort Irwin Army Base, Marine
Corps Logistic Base at Nebo,
Marine corps Logistic Base at
Yermo, San Nicolaus Island, and
Twenty-Nine Palms Marine Base 27.96
7.54
Camp Roberts, George Air Force
Base and Vandenberg Air Force
Base 30.06
7.54
Remainder of c~unties and parts of
Counties 27.81
7.54
LANDSCAPE & IRRIGATION WORK:
Journeyperson
Tradesperson
21. 43
8.28
7.16
2.60
FOOTNOTE:
Duties of the landscape'& irrigation tradesperson limited to:
digging and/or backfilling with the exception of motorized
equipment; clean-up and sweeping; pipe wrapping and
waterproofing where tar or similar materials is applied for
protection; operation of vibrating machines; coating and
grouting of all pipe joints, holes or chases allied to the
piping.
PLUM0250A 09/01/1993
LOS ANGELES AND ORANGE COUNTIES:
Rates
Fringes
REFRIGERATION & AIR CONDITIONING
27.15
7.40
----------------------------------------------------------------
PLUM0355B 07/01/1993
Rates
Fringes
INYO, KERN AND MONO COUNTIES:
LANDSCAPE FITTER; UNDERGROUND UTILITY
WORKER 22.00
2.70
----------------------------------------------------------------
,...,.,,... A""""""" _ "1Q
01",.,41100"-
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PLUM0364A 02/01/1993
Fringes
Rates
RIVERSIDE AND SAN BERNARDINO COUNTIES:
REFRIGERATION & AIR CONDITIONING
19.55
1% + 5.78
----------------------------------------------------------------
* PLUM0460A 06/01/1994
INYO, KERN AND MONO COUNTIES:
Rates
Fringes
PLUMBER; STEAMFITTER:
Encompasses all the Central Valley;
Bakersfield, Lamont, Arvin,
Frazier Park, Taft, Shafter,
Wasco, McFarland, Deleano 22.81
6.23
Encompasses Kernville, Tehachapi,
Lake Isabella, Mohave, Monolith
and Weldon 25.81
6.23
Encompasses the far eastern side
of Kern County, which includes
Edwards Air Force Base, Rosamond,
Boron, China Lake Naval Weapons
Center, Ridgecrest and all of
Inyo and Mono Counties 27.81
6.23
----------------------------------------------------------------
ROOF0027B 08/01/1993
INYO, KERN AND MONO COUNTIES:
Rates
Fringes
ROOFER
18.90
5.75
----------------------------------------------------------------
ROOF0036A 01/01/1994
Rates Fringes
LOS ANGELES, ORANGE, SAN LUIS OBISPO, SANTA BARBARA AND VENTURA
COUNTIES:
ROOFERS:
Roofer
Preparer (duties limited to the
following: tear-off and/or
remove any type of roofing or
roofing material or spudding,
or sweeping and/or clean-up,
and/or preloading, or in
20.27
6.635
CA940002 - 39
06/24/1994
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preparing the roof for
application of roofing, damp
and/or waterproofing material)
15.55
1. 00
------------------------------------------.----------------------
ROOF0045A 01/01/1993
IMPERIAL COUNTY:
Rat(:s
Fringes
ROOFER
18.70
3.38
----------------------------------------------------------------
ROOF0146A 09/01/1992
Rates
RIVERSIDE AND SAN BERNARDINO COUNTIES:
Fringes
ROOFER
18.78
7.50
SFCA0669B 01/01/1994
Rates
REMAINDER OF COUNTIES AND PARTS OF COUNTIES:
Fringes
SPRINKLER FITTER
27.00
6.73
SFCA0709A 01/01/1992
Rate~ Fringes
LOS ANGELES COUNTY: ORANGE COUNTY (Catalina I51~~c; S~n Clemente
Island: city of Santa hoa: and remainder of vrang~ County within
25 miles beyond the city limits of Los Angele~); ShN DErtNARDINO
COUNTY (northern part of city of Chino; and cities 0: Montclair
and Ontario): VENTURA COUNTY (Port Hueneme: Port Mugu: city of
Santa Paula; and remainder of Ventura COl:nt:y ,,:~thin 2::; miles
beyond the city limits of l~s Angeles):
SPRINKLER FITTER
30.22
. 11. 64
SHEEOI02A 10/01/1993
Rates Fringes
INYO COUNTY; KERN COUNTY (east of Hwy. #J95 trvm Fed Mountain to
the Inyo county line); LOS ANGELES COUNTY Iscuth of a ~traight
line drawn between Gorman and Big Pines, ~.)liforni,,: ;;outh of
Imperial Hwy. to the city limits of Long !leach, including the
city of Long Beach and the Island of cata1.i.na): IlONO, ORANGE,
RIVERSIDE AND SAN BERNARDINO COUNTIES:
SHEET METAL WORKER:
CA940002 - 40
06/24/1994
- -
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Los Angeles County (south of Imperial
Hwy. to the city limits of Long
Beach, including the City of Long
Beach and the Island of Catalina)
and Orange County:
Work on all general sheet metal,
heating and air conditioning,
metal fireplace installation,
and solar systems on single
family dwellings, multiple family
dwellings, tract homes, and
apartment buildings individually
conditioned by separate and
independent units or systems 20.36
All other work 23.66
8.94
9.04
Inyo County, Kern County (east of
HWy. #395 from Red Mountain to
the Inyo Couhty line), Los
Angeles County (south of a
straight line drawn between
Gorman and Big Pines, California,
and north of Imperial Hwy. to
the city limits of Long Beach,
excluding the city of Long Beach
and the Island of Catalina), and
Mono, Riverside and San Bernardino
Counties:
Work on all general sheet metal,
heating and air conditioning,
metal fireplace installation,
and solar systems on single
family dwellings, multiple
family dwellings, tract homes,
and apartment buildings
individually conditioned
by separate and independent
units or systems 20.61
All other work 23.76
8.69
8.47
----------------------------------------------------------------
SHEE0108A 01/01/1994
Rates Fringes
KERN COUNTY (west of Hwy. #395 from Red Mountain to the Inyo
county line): LOS ANGELES COUNTY (north of a straight line drawn
between Gorman and Big Pines, California):
SHEET METAL WORKER:
Residential/light commercial
(10,000 sq. ft. or less)
All other work
17.18
21.48
7.95
7.95
CA940002 - 41
06/24/1994
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----------------------------------------------------------------
SHEE0108B 08/01/1992
Rates Fringes
LOS ANGELES COUNTY (south of a straight line drawn between Gorman
and Big Pines, California; excluding the part south of Imperial
Hwy. to the city limits of Long Beach, and excluding the city of
Long Beach and the Island of Catalina):
SHEET METAL WORKER
25.60
8.41
----------------------------------------------------------------
SHEE0206B 09/01/1993
Rates
Fringes
IMPERIAL COUNTY:
SHEET METAL WORKER
21.45
8.60
----------------------------------------------------------------
SHEE0273A 08/01/1993
Rates Fringes
SAN LUIS OBISPO, SANTA BARBARA AND VENTURA COUNTIES:
SHEET METAL WORKER
24.16
8.13
----------------------------------------------------------------
TEAM0011A 07/01/1993
TRUCK DRIVERS:
Rates
Fringes
camp Roberts; Edwards Air Force
Base; El Centro; Fort Irwin;
George Air Force Base; Mountain
Warfare Training Center (Bridgeport);
Naval Air Facility; Naval Air
Weapons Station, China Lake;
Nebo Marine Ballistic Base
('Lermo); Point Arguello;
Point Conception; Twenty-Nine
Palms Marine Base; and
Vandenberg Air Force Base:
GROUP,l
GROUP 2
GROUP 3
GROUP 4
GROUP 5
GROUP 6
GROUP 7
GROUP 8
GROUP 9
GROUP 10
10.81
10.81
10.81
10.81
10.81
10.81
10.81
10.81
10.81
10.81
20.79
20.94
21.07
21.12
21.20
21.32
21.57
22.02
22.32
22.82
,
CA940002 - 42
06/24/1994
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Remainder of counties and
parts of counties:
GROUP 1
GROUP 2
GROUP 3
GROUP 4
GROUP 5
GROUP 6
GROUP 7
GROUP 8
GROUP 9
GROUP 10
18.79
18.94
19.07
19.12
19.20
19.32
19.57
20.02
20.32
20.82
10.81
10.81
10.81
10.81
10.81
10.81
10.81
10.81
10.81
10.81
TRUCK DRIVER CLASSIFICATIONS:
GROUP 1: Teamster
GROUP 2: Driver of vehicle or combination of vehicles of 2
axles (including all vehicles less than 6 tons); Traffic
control pilot car, excluding moving heavy equipment permit
load
GROUP 3: Truck-mounted power broom
GROUP 4: Driver of vehicles or combination of vehicles of 3
axles
GROUP 5: Boot person; Cement distributor; Erosion control
driver; Fuel truck; Water truck, 2-axle
GROUP 6: Dump, less than 16 yds.
GROUP 7: Transit mix, under 3 yds.; Dumpcrete, less than 6-
1/2 yds.
GROUP 8: Water truck, 3 or more axles
GROUP 9: PB and similar type truck when performing within
the Teamsters' jurisdiction; pipeline and utility working
truck including winch, but limited to truck applicable to
pipeline and utility work, where a composite crew is used;
Slurry driver; Truck greaser and tire worker (50 cents per
hour additional for tire)
GROUP 10: Water pull twin engine; Water pull twin engine with
attachments
FOOTNOTE:
Winch truck driver - $1.25 additional when operating winch or
similar special attachments.
"''''''''')I(\f\n? _ A"
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94 367
----------------------------------------------------------------
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
(29 CFR 5.5(a)(l) (v)).
----------------------------------------------------------------
In the listing above, the "SU" designation means that rates
listed under that identifier do not reflect collectively
bargained wage and fringe benefit rates. other designations
indicate unions whose rates have been determined to be
prevailing.
END OF GENERAL DECISION
"'''('\AI'\l''l'''"') _ AA
f\e '... A ,~ "",..,. A
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94 367
General Decision Number CA940006
superseded General Decision No. CA930006
State: California
construction Type:
HOPPER DREDGE
County (ies) :
STATEWIDE
HOPPER DREDGE CONSTRUCTION PROJECTS
.
Modification Number
o
Publication Date
02/11/1994
.
...- ,.- ._--.
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94367
COUNTY(ies):
STATEWIDE
SUCASOOSB 09/01/1991
Rates
Fringes
SELF-PROPELLED HOPPER DREDGE:
Drag tender
8.78
4.23
FOOTNOTE:
Nine paid holidays: New Year's Day, Washington's Birthday,
Memorial Day, Independence Day, Labor Day, Paul Hall's Birthday
(Aug. 20th), Veterans Day, Thanksgiving Day and Christmas oay.
----------------------------------------------------------------
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 (29 CFR'
5.5(a) l(U)).
END OF GENERAL DECISION
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94 367
General Decision Number CA940003
superseded General Decision No. CA930003
State: california
construction Type:
Water Well Drilling
county ( ies) :
STATEWIDE
WATER WELL DRILLING
Modification Number
o
Publication Date
02/11/1994
.....~ ....."''''-t _ ,
n, ", "~~,,
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I COUNTY (ies) :
I STATEWIDE
SUCA5004A 02/08/1990
Rates Fringes
I DRILLER:
Alameda 10.00 .36
Alpine 9.60
I Amador 9.60
Butte 7.00
Calaveras 7.50
I Colusa 11. 07 2.03
Contra Costa 9.50
Del Norte 8.00 .31
El Dorado 9.60
I Fresno 13.37 1.45
Glenn 7.00
Humboldt 8.00 .31
I Imperial 8.70 .36
Inyo 7.29 1.13
Kern 7.05 .06
I Kinqs 7.03 1.21
Lake 11. 07 2.03
Lassen 5.50 .43
I Los Anqeles 9.65
Madera 7.50 .72
Marin 11. 07 2.03
Mariposa 7.50 .72
I Mendocino 11. 07 2.03
Merced 7.00 .13
Modoc 10.50
I Mono 10.00
Monterey 12.50
Napa 8.00 .81
I Nevada 7.00 .13
oranqe 11.00 1.48
Placer 9.60
P1UJllas 10.00
I Riverside 7.00 .36
Sacramento 10.00
San Benito 8.39 2.65
I San Bernardino 10.20 .37
San Dieqo 8.18
San Francisco 10.00
I San Joaquin 7.00 .13
San Luis Obispo 6.85 1.02
San Mateo 10.00 .81
I Santa Barbara 7.98
Santa clara 8.39 2.65
santa cruz 8.39 2.65
Shasta 6.95
I sierra 7.00 .13
I 94 367
I
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solano 9.15
Sonoma 10.07 1.70
I stanislaus 7.00 .13
sutter 7.00
Tehama 10.00
Trinity 6.95
I Tulare 7.29 1.13
Tuolumne 7.50 .72
Ventura 11.00 1.48
I Yolo 10.36 1.65
Yuba 7.00 .13
PUMP INSTALLER:
I Alameda 7.50
Alpine 8.00
Amador 8.00
I Colusa 10.57 2.03
Contra Costa 7.50
El Dorado 8.00
Fresno 6.38 1.04
I Imperial 8.50
Kern 5.50 .43
Lake 10.57 2,03
I Los Anqeles 9.76 .57
Madera 7.50 .72
Marin 10.57 2.03
I Mariposa 7.50 .72
Mendocino 10.57 2.03
Monterey 12.50
Napa 13.00 .81
I Placer 8.00
Plumas 10.36 1.65
Riverside 6.50 .34
I Sacramento . 9.43 .83
San Benito 8.39 2.65
San Bernardino 10.30 .77
I San Dieqo 7.85
San Joaquin 11.39 3.82
San Luis Obispo 6.58
I San Mateo 10.36 1.65
Santa Barbara 7.57
Santa Clara 8.39 2.65
Santa Cruz 8.39 2.65
I Shasta 9.63 1.36
Sonoma 10.57 2.03
Tehama 10.36 1.65
I Trinity 9.63 1.36
'l'UolWIIDe 7.50 .72
Ventura 11.00 1.48
----------------------------------------------------------------
I
Unlisted classifications needed for work not included within the
I scope of the classifications listed aay be added after award only
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94 367
as provided in the labor standards contract clauses (29 eFR
5.5(a) l(ii)).
END OF GENERAL DECISION
I
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I BLANK
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94 367
SECTION 8. MATERIALS
SECTION 8-1. MISCELLANEOUS
8-1.00 PREQUALIFIED AND TESTED SIGNING AND DELINEATION
MATERIALS The Department maintains a trade name list of
approved prequalified and tested signing and delineation
materials and products. Approval of prequalified and tested
products and materials shall not preclude the Engineer from
sampling and testing any o~ the signing and delineation
materials or products at any time.
Said listing of approved prequalified and tested signing
and delineation materials and products cover the following:
MATERIALS and PRODUCTS
Temporary pavement markers
Striping and pavement marking tape
Pavement markers, reflective and non-reflective
Flexible Class 1 delineators and channelizers
Railing and barrier delineators
Sign sheeting and base materials
Reflective sheeting for barricades
Reflective sheeting for channelizers
Reflective sheeting for markers and delineators
Reflective sheeting for traffic cone sleeves
Reflective sheeting for barrels and drums
None of the above listed signing and delineation materials
and products shall be used in the work unless such material or
product is listed on the Department's List of Approved Traffic
Products. A Certificate of Compliance shall be furnished as
specified in Section6-1.07, "Certificates of Compliance", of
the Standard Specifications for signing and delineation
materials and products. Said certificate shall also certify
that the signing and delineation material or product conforms
to the prequal ified testing and approval of the Department of
Transportation, Division of Traffic Operations and was
manufactured in accordance wi th the approved qual i ty control
program.
Materials and products will be considered for addition to
said approval prequalified and tested list if the manufacturer
of the material or product submits to the Division of Traffic
Opera ti ons a samp 1 e of the ma teri a 1 or product. The samp 1 e
shall be sufficient to permit performance of all required
SP-24
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94 367
tests. Approval
dependent upon a
Specifications and
perform.
of such materials or products
determination as to compliance
any test the Department may
will
with
elect
be
the
to
The following is a listing of approved prequalified and
tested signing and delineation materials and products:
PAVEMENT MARKERS. PERMANENT TYPE
Reflective pavement markers
Adelite (4x4)
Apex (4x4)
Pavement Markers, Inc., "Hye-Lite" (4x4)
Ray-O-Lite, Models SS, RS, and AA (4x4)
Ray-O-Lite, Models 2001 (2.3x4.6) and 2002 (2.4x4.7)
Stimsonite, Model 88 (4x4)
Reflective pavement markers with abrasion resistant
surface
Stimsonite, Model 911 (4x4)
Stimsonite, Model 944 SB (2x4)
Stimsonite, Model 948 (2.3x4.7)
Ray-O-Lite "AA" ARS (4x4)
Ray-O-Lite Model 2002 ARS (2.2x4.7)
Non-reflective pavement markers for use with epoxy or
bituminous adhesive
Apex Universal (Ceramic)
Highway Ceramics, Inc. (Ceramic)
Engineered Plastics, Inc., "Safety Dot" SD-4
(Polyester)
Zumar, TM40W/Y (Polyester)
Non-reflective pavement markers for use with only
bituminous adhesive
Edco, (Marker Supply) - Models All07 and AYll08 (ABS)
Hi-Way Safety Inc. Models P20-2000W and 200lY (ABS)
Interstate Sales, "Diamond Back" (ABS)
PAVEMENT MARKERS. TEMPORARY TYPE
Temporary pavement markers for long term day/night use (6
months or less)
Apex Universal, Model 924 (4x4)
Davidson Plastics Co., "RPM" (4x4)
Elgin "Empco-Lite" Model 901 (4" round)
SP-25
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94 367
Temporary pavement markers for short term day/night use
(14 days or less)
Davidson Plastics, Models TOM (Standard) with
Reflective PC-1000, or (WZ) with Reflective AC-1000
Sheeting
Stimsonite, Model 300 "Temporary Overlay Marker"
Hi-way Safety, Inc., Model 1280/1281 with Reflexite
PC-1000
3M, Scotch-Lane A200 pavement Marking System (4x12)
Temporary pavement markers for short term day/night use
(14 days and less) at seal coat locations
Davidson Plastics, TRPM (Standard) with Reflexite
PC-1000, or (WZ) with Reflexite AC-1000 Sheeting
Davidson Plastics, "HH" (High Heat) TRPM (Standard)
with Reflexite PC-1000, or (WZ) AC-1000 Sheeting
Stimsonite, Model 301 Chip Seal Marker with 0.5"x4"
Stimsonite Type IIIC Sheeting
Hi-way Safety, Inc., Model 1280/1281 with Reflexite
PC-1000
STRIPING-AND PAVEMENT MARKING MATERIAL
Permanent traffic striping and pavement marking tape
For use on high and low volume roadways
Advanced Traffic Marking, Series 300 and 400
Brite-Line, Series 1000
Swarco Industries, "Director"
3M, "Stamark" Series 380, A420, A440 and 5730
For use on low volume roadways only
3M, "Stamark" Series A320 Bisymmetric
Preformed Thermoplastic
Flint Trading, "premark"
Pavement, "Hotape"
Temporary removable striping and pavement marking tape
Advanced Traffic Marking, ATM Series 200
Brite-Line, Series 100
3M "Stamark" Brand, Detour Grade, Series 5710
Swarco Industries, "Director-2"
SP-26
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94 367
Removable Traffic Paint
Belpro, Series 250/253 and No. 93 Remover
CLASS 1 DELINEATORS
One-piece driveable flexible type (48")
All West Plastics, "Flexi-Guide 400"
Carsonite, Curve-Flex CFRM-400
Carsonite, Roadmarker CRM-375
GreenLine Model HWDl-66
GreenLine Model CGDl-66
Special use flexible type (48")
Carsonite, "Impactor" with 18" soil anchor
Carsonite, "Survivor" with 18" U-Channel anchor
FlexStake, H-D
GreenLine HWD w/18" soil anchor
GreenLine CGD w/18" soil anchor
Polyform, Inc., "Vista-Flex"
Safe-Hit, with 8" pavement anchor (SH248-GPR and
SHAI-08-PI)
Safe-Hit, with IS" soil anchor (SHA5-15C-GL)
Safe-Hit, with 18" soil anchor (SH248-GPR and
SHA No.-18C-PL)
Surface mount flexible type (48")
Carsonite, "Super Duck II"
FlexStake, Surface Mount H-D
CHANNElIZERS
Surface mount type (36")
Consonite, "Super Duck" (Flat SDF-436, Round SDR-336)
Carsonite, Super Duck II "The Channelizer"
FlexStake, Surface Mount H-D
GreenLine SMD-36
Repo, Models 300 and 400
Safe-Hit, Guide Post, Model with glue down base
(SH236SMA)
The Line Connection, "Dura-Post" Model DP36-3C
TYPE "K".OBJECT MARKERS (18")
Carsonite, Models SMD-615 and SMD 615-A
Repo, Models 300 and 400
Safe-Hit, Model SH718SMA
The Line Connection, Model "DP21-4K" (Vertical
configuration only)
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94 367
TYPE "K-4" OBJECT-MARKERS (24")(TRAFFIC MANUAL TYPE "Q")
Carsonite, Super Duck II
Repo, Models 300 and 400
Safe-Hit, Models SH824SMA--WA and SH824GP3--WA
The Line Connection, Model "DP21-4Q"
CONCRETE BARRIER MARKERS- - - (For- use to the left of
trafflc.)
Impactable type
All West Plastics, "Flexi-Guide 235"
Duraflex Corp., "Flex 2020"
Davidson Plastics, PCBM-12
Non-impactable type
Astro-Optics, JD Series
Stimsonite, Model 967 (with 3 1/4" Acrylic cube
corner reflector)
Stimsonite, Model 967LS (with Stimsonite Type IIIC
Sheeting)
THRIE BEAM BARRIER MARKERS (For -yse -to-the left of
trafflc. )
Duraflex Corp., "Railrider"
Davidson Plastics, "Mini" (3"x10")
CONCRETE BARRIER- DELINEATORS .(16") -(For- yse to the right
of trafflc. Places-reflectlve-element-at48".)
All West Plastics "Flexi-Guide FG-122"
Davidson Plastics, Model PCBM-16
Safe-Hit, Model SH216RBM
GUARD RAllING-QELINEATORS,
to-the-rl\ht--or- leftHof-
element-at 8~.)
(27" - Wooe- Post Type) - ~ For use
traffic. -P 1 aces prefl ecti ve
All West Plastics, "Flexi-Guite 327"
Carsonite, Model 427
Safe-Hit, Model SH227GRD
GUARD RAILING DELINEATORS, (27" Steel Post Type) (For use
to- -the- rlght- -or- -left- of trafflc. - - -PlacesreflectlVe
el ement - at -18".)
Carsonite, Model CFGR-327 with CFGRBK300 Mounting
Bracket
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94 3&7
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REFLECTIVE-SHEETING FDR CHANNELIZERS AND DELINEATORS
3M, High Intensity (Long Term)
Reflexite, PC-1000, Metalized Polycarbonate (Long
Term)
Reflexite, AC-1000, Acrylic )Long Term)
Reflexite, AP-1000, Metalized Polyester (Short Term)
Stimsonite, Series 4500 (For Carsonite CurveFlex and
Roadmarker only)
REFLECTIVE-SHEETING FOR BARRICADES
Type II Reflective Sign Sheeting (Engineer Grade)
American Decal, Adcolite
Avery Dennison, 1500/1600
Nikkalite (Formerly Seibulite), 8100 Series
3M, Scotchlite
REFLECTIVE SHEETING FOR TRAFFIC-CONE SLEEVES
Reflexite, "SB" Vinyl, (Metalized)
Reflexite, "TR" Semi-transparent
REFLECTIVE SHEETING FOR BARRELS AND DRUMS
Reflexite, "Super High Intensity"
REFLECTIVE SHEETING FOR SIGNS
TYPE IIA (Super Engineer Grade)
Avery Dennison, "Fasign" 2500 Series
Nikkalite "Super Engineer Grade", 1800 Series
TYPE IliA (High Performance)
3M, High Intensity
TYPE IIIC (High Performance)
Stimsonnite, Series 4200 (Orange Only)
For Contractor-furnished signs only
TYPE IV
Reflective, Vinyl (Roll-Up Signs)
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94 367
SIGN SUBSTRATE-FOR CONSTRUCTION AREA-SIGNS
Alluminum
Fiberglass Reinforced Plastic (FRP)
Sequentia, "Polyplate"
Fiber-Brite
8-1.01 STATE-FURNISHED MATERIALS -- Attention is directed
to Section 6-1.02, "State-Furnished Materials", of the Standard
Specifications and these Special Provisions.
The following materials will be furnished to the
Contractor:
Sign panels for roadside signs, including mast-arm
mounted and bridge mounted slgns, except panels for
internally illuminated street name signs.
Lamps for vehicular traffic signal units and for Type
A pedestrian signal units.
Telephone Demarcation Cabinet.
Traffic signal controller assemblies (including wired
cabinet, controller unit and loop detector sensor units.)
Traffic Signal Standards (including mast arms for
traffic signals and luminaires).
Traffic Signal Standards, Telephone Demarcation
Cabinets, and completely wired controller cabinets (with
auxiliary equipment but without controller unit) will be
furni shed to the Contractor at the Department of
Transportation Warehouse in San Bernardino, CA.
The Contractor shall notify the Engi neer in wri ti ng
not less than 5 working days before any State-furnished
material is to be picked up, giving the Engineer a full
description of the material, the time and date it will be
picked up, and the Contract No. of this project.
The Eng i neer wi 11 verify that the ti me and da te for
pick-up is acceptable. If not, the Engineer will provide
one not more than 3 working days different from the
requested time and date of the Contractor. The Engineer
will provide the exact location of the warehouse in San
Bernardino for pick-up.
8-1.02 SLAG AGGREGATE -- Aggregate produced from
slag resulting from any steel-making process or from
air-cooled iron blast furnace slag shall not be used on
this project.
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I 94 367 SECTION 9
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94 367
SECTION 10. CONSTRUCTION DETAILS
SECTION 10-1. GENERAL
10-1.01 ORDER OF WORK--Order of work shall conform to the provisions in
Section 5-1.05, "Order of Work," of the Standard Specifications and these special
provisions.
The traffic signal controller cabinet foundations shall be constructed before the
controller cabinets will be released to the Contractor.
The uppermost layer of asphalt concrete shall not be placed until all underlying conduits
and loop detectors have been installed.
Prior to commencement of the traffic signal functional test at any location, all items of
work related to signal control shall be completed and roadside signs and all pavement
delineation and pavement markings shall be in place at that location.
Allention is directed to "Maintaining Traffic" and 'Temporary Pavement Delineation" of
these special provisions.
Before obliterating any pavement delineation that is to be replaced on the same
alignment and location, as determined by the Engineer, such pavement delineation shall be
referenced by the Contractor, with a sufficient number of control points to reestablish the
alignment and location of the new pavement delineation. The references shall also include
the limits or changes in striping pallem, including one- and two-way barrier lines, limit
lines, crosswalks and other pavement markings. Full compensation for referencing
pavement delineation shall be considered as included in the contract prices paid for new
pavement delineation and no additional compensation will be allowed therefor.
At the end of each working day if a difference in excess of 0.15 -foot exists between
the elevation of the existing pavement and the elevation of any excavation within 2 feet of
the traveled way of the southbound exit and entrance ramps and within 8 feet of the traveled
way of University Parkway, material shall be placed and compacted against the vc:rtical cuts
adjacent to the traveled way. During excavation operations, native material may be used for
this purpose, however, once the placing of the structural section commences, structun1
material shall be used. The material shall be placed to the level of the elevation of the lOp of
existing pavement and tapered at a slope of 4: 1 or flaller to the bonom of the excavation.
Full compensation for placing the material on a 4: 1 slope, regardless of the number of times
it is required, and subsequent removing or reshaping of the material to the lines and grades
shown on the plans shall be considered as included in the contract price paid for the
~terials involved an~ no additi~nal compensation ~ill be allowed therefor. No payment
will be made for material placed m excess of that required for the structural section. .
Holes resulting from the removal of guard railing posts shall be backfilled during the
same work period that the posts were removed.
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94 367
10-1.0:2 OBSTRUCTIONS.--Allention is directed to Sections 8-1.10, "Utility
and Non-Highway Facilities," and 15, "Existing Highway Facilities," of the Standard
Specifications and these special provisions.
The Contractor's allention is directed to the existence of cenain underground facilities
that may require special precautions be taken by the Contractor to protect the health, safety
and welfare of workmen and of the public. Facilities requiring special precautions include,
but are not limited to: conductors of petroleum products, oxygen, chlorine, and toxic or
flammable gases; natural gas in pipelines greater than 6 inches in diameter or pipelines
operating at pressures greater than 60 psi (gage); underground electric supply system
conductors or cables, with potential to ground of more than 300 volts, either directly buried
or in duct or conduit.
The Contractor's allention is directed to the existence of underground high risk utilities
that may need to be protected in place during the Contractor's operations. The Contractor
will do all that is necessary to avoid these underground utilities.
The Contractor shall notify the Engineer and the appropriate regional notification center
for operators of subsurface installations at least 5 working days, but not more than
14 calendar days, prior to performing any excavation or other work close to any
underground pipeline, conduit, duct, wire or other structure. Regional notification centers
include but are not limited to the following:
Notification Center
Underground Service
Alen-Nonhem California
SA
Underground Service
Alen-SoUlhern California
SA
South Shore Utility
Coordinating Council
IOS
WeslCm Utilities
UdAl Inc.
Tete ne Number
1-800-642-2444
1-800-422-4133
1-800-541-3447
1-800-424-3447
If such facilities are not located on the plans in both alignment and elevation, no work
shall be performed in the vicinity of said facilities, except as provided herein for conduit 10
be placed under pavement, until the owner, or his representative, has located the facility by
potholing, probing, or other means that will locale and identify the facility. Any conduit 10
be installed under pavement in the vicinity of such facilities shall be placed by the trenching
method as specified in Section entitled "Conduit" elsewhere in these special provisions. If,
in the opinion of the Engineer, the Contractor's operations are delayed or interfered with by
reason of the utility facilities not being located by the owner or his representative, the Stale
will compensate the Contractor for such delays to the extent provided in Section 8-1.09,
"Right of Way Delays," of the Standard Specifications, and not otherwise, except as
provided in Section 8-1.10, "Utility and Non-Highway Facilities," of the Standard
Specifications.
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94 367
10-1. 03 CONSTRUCTION AREA SIGNS.--Construction area signs shall be
furnished:Tnstalled, maintained, and removed when no longer required in accordance with
the provisions in Section 12, "Construction Area Traffic Control Devices," of the Standard
Specifications and these special provisions.
The Contractor shall notify the appropriate regional notification center for operators of
subsurface installations at least 2 working days, but not more than 14 calendar days, prior
to commencing any excavation for construction area sign posts. The regional notification
centers include but are nOllimited to the following:
Notification Center
Underground Service
Alert-Northern California
(USA)
Underground Service
Alert-Southern California
(uSA)
South Shore Utility
Coordinating Council
IGS
Western Utilities
Under und Alert. Inc.
Tele hone
1 800\642-2444
1 800\4224133
1800541-3447
I 800 24-)447
All excavations required to install construction area signs shall be performed by hand
methods without the use of power equipment, except that power equipment may be used if
it is determined there are no utility facilities in the area of the proposed post holes.
Sign substrates for stationary mounted construction area signs may be fabricated from
fiberglass reinforced plastic as specified under "Prequalified and Tested Signing and
Delineation Materials" elsewhere in these special provisions.
Construction area signs shall be removed or covered when work is not actively in
progress and when the Engineer has determined that construction area sign messages are no
longer needed to advise public traffic of unusual conditions in the construction area.
10-l.Jlj MAINTAINING TRAFFIC...Attention is directed to Sections 7-1.08,
"Public COnvenience," 7-1.09, "Public Safety," and 12, "Construction Area Traffic
Control Devices," of the Standard Specifications and to the Section entitled "Public Safety"
elsewhere in these special provisions, and these special provisions. Nothing in these
special provisions shall be construed as relieving the Contractor from his responsibility as
provided in said Section 7-1.09.
The minimum size specified for Type II flashing arrow signs in the table following the
second paragraph of Section 12-3.03, "Flashing Arrow Signs," of the Standard
Specifications is amended to read "36 inches by 72 inches".
Lane closures shall conform to the provisions in the section of these special provisions
entitled 'Traffic Control System for Lane Closure."
The Contractor shall notify the Engineer at least 5 working days in advance of any
planned lane closure, ramp closure, or roadbed width reduction.
Personal vehicles of the Contractor's employees shall not be parked on the traveled way
or shoulders of Route 215, the exit and entrance ramps or University Parkway, including
any section closed to public traffic.
The Contractor shall notify local authorities of his intent to begin work at least 5 days
before work is begun. The Contractor shall cooperate with local authorities relative to
handling traffic through the area and shall make his own arrangements relative to keeping
the working area clear of parked vehicles.
Whenever vehicles or equipment are parked on the shoulder of the ramps or University
Parkway within 6 feet of a traffic lane, the shoulder area shall be closed with fluorescent
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94 367
traffic cones or ponable delineators or surface mounted channelizers placed on a taper in
advance of the parked vehicles or equipment and along the edge of the pavement at 25-foot
intervals to a point not less than 25 feet past the last vehicle or piece of equipment. A
minimum of 9 cones or ponable delineators or surface mounted channelizers shall be used
for the taper. A C23 (Road Work Ahead) or C24 (Shoulder Work Ahead) sign shall be
mounted on a telescoping flag tree with flags. The flag tree shall be placed where directed
by the Engineer.
Lanes shall be closed only during the hours shown on the charts included in this section
"Maintaining Traffic." Except work required under said Sections 7-1.08 and 7-1.09, work
that interferes with public traffic shall be performed only during the hours shown for lane
closures.
A minimum of one II-foot lane in each direction of travel shall be open to traffic at all
times on University Parkway. Left turns onto a freeway entrance ramp from University
Parkway shall be permined at all times except during the ramp closures.
Designated legal holidays are: January 1st, the third Monday in February, the last
Monday in May, July 4th, the first Monday in September, November 11th, Thanksgiving
Day, and December 25th. When a designated legal holiday falls on a Sunday, the
following Monday shall be a designated legal holiday. When November 11th falls on a
Saturday, the preceding Friday shall be a designated legal holiday.
Minor deviations from the requirements of this section concerning hours of work which
do not significantly change the cost of the work may be permined upon the wrinen request
of the Contractor if in the opinion of the Engineer public traffic will be better served and the
work expedited. Such deviations shall not be adopted until the Engineer has indicated his
wrillen approval. All other modifications will be made by contract change order.
No work that interferes with public traffic shall be performed between one-half hour
before sunset and one-half hour after sunrise. except work required under said Sections
7-1.08 and 7-1.09.
10.1.~ TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE...A
traffic control system shall consist of closing traffic lanes and ramp shoulder in accordance
with the details shown on the plans, the provisions of Section 12, "Construction Area
Traffic Control Devices," of the Standard Specifications, the provisions under "Maintaining
Traffic" and "Construction Area Signs" elsewhere in these special provisions, and these
special provisions.
The provisions in this section will not relieve the Contractor from his responsibility 10
provide such additional devices or take such measures as may be necessary to comply with
the provisions in Section 7-1.09, "Public Safety," of the Standard Specifications.
Each vehicle used to place, maintain, and remove components of a traffic control
system on multilane highways shall be equipped with a Type n flashing arrow sign which
shall be in operation when the vehicle is being used for placing, maintaining, or removing
said components. The sign shall be controllable by the operator of the vehicle while the
vehicle is in motion. The flashing arrow sign shown on the plans shall not be used on the
vehicles which are doing the placing, maintaining, and removing, of components of a
traffic control system, and shall be in place before a lane closure requiring its use is
completed.
If any component in the traffic control system is displaced, or ceases to operate or
function as specified, from any cause, during the progress of the work, the Contractor shall
immediately repair said component to its original condition or replace said component and
shall restore the component to its original location. -
When lane and ramp shoulder closures are made for work periods only, at the end of
each work period, all components of the traffic control system, except portable delineators
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94 367
placed along open trenches or excavation adjacent to the traveled way, shall be removed
from the traveled way and shoulder. If the Contractor so elects, said components may be
stored at selected central locations, approved by the Engineer, within the limits of the
highway right of way. -
The contract lump sum price paid for traffic control system shall include full
compensation for furnishing all labor, materials (including signs), tools, equipment and
incidentals, and for doing all the work involved in placing, removing, storing. maintaining,
moving to new locations. replacing, and disposing of the components of the traffic control
system as shown on the plans, as specified in the Standard Specifications and these special
provisions, and as directed by the Engineer.
The adjustment provisions in Section 4-1.03, "Changes," of the Standard
Specifications, shall nO! apply to the item of traffic control system. Adjustments in
compensation for traffic control system will be made only for increased or decreased traffic
control system required by changes ordered by the Engineer and will be made on the basis
of the cost of the increased or decreased traffic control necessary. Such adjustment will be
made on a force account basis as provided in Section 9-1.03, "Force Account Payment," of
the Standard Specifications for increased work, and estimated on the same basis in the case
of decreased work.
Traffic control system required by work which is classed as extra work, as provided in
Section 4-1.03D of the Standard Specifications, will be paid for as a pan of said extra
work.
10-1.06 TRAFFIC CONTROL FOR TRAFFIC STRIPING.--During
traffic strlp'e operations and pavement marker placement operations using bituminous
adhesive, traffic shall be controlled with lane closures, as provided for under 'Traffic
Control System For Lane Closure" of these special provisions, or by use of an alternate
traffic control plan proposed by the Contractor. The Contractor shall not start traffic stripe
operations using an alternate plan until he has submitted his plan to the Engineer and has
received wrinen approval of said plan. Alremate traffic control plans for striping operations
shall conform to the provisions in Section 7-1.08, "Public Convenience," 7-1.09, "Public
Safety," and 12, "Construction Area Traffic Control Devices," of the Standard
Specifications and these special provisions.
The alternate plan shall include the use of not less than two "shadow" vehicles equipped
with Type II flashing arrow signs. The "shadow" vehicles and the application vehicle shall
be equipped with two-way radios and the vehicle operators shall maintain communication
during the striping operation. The trailing "shadow" vehicle shall weigh between 11,000
and 18,000 pounds and shall be equipped with a truck-mounted crash cushion (TMCC). -
The alternate plan shall also include the proposed spacing of the "shadow" vehicles and
their operation for the various road conditions to be encountered on the project, (e.g., when
placing centerline stripe on a two-lane highway, one "shadow" vehicle shall precede the
striping vehicle to warn oncoming traffic and the other "shadow" vehicle shall follow the
striping vehicle to warn traffic overtaking the striping operations.)
Flashing arrow signs shall be in the caution display mode when used on two lane
highways.
The Contractor's allention is directed to the provisions in Section 84-1.04, "Protection
From Damage," of the Standard Specifications.
The TMCC shall be designed, constructed, and tested to protect the truck from errant
vehicles striking it from the rear and to protect the occupants of the errant vehicle. The
TMCC, which includes the collapsing cartridge (attenuator), mounting hardware, and other
accessories, shall meet the following requirements when tested in accordance with National
Cooperative Highway Research Program (NCHRP) Report 230 except as noted herein.
When mounted on a truck, weighing between 11,000 and 13,000 pounds, equipped
with a manual transmission, and with the emergency brakes engaged and truck
transmission in second gear; the TMCC assembly shall absorb the energy of passenger
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94 367
vehicles weighing 2,250 pounds and 4,500 pounds traveling at a minimum speed of 45
mph, impacting straight and centered into the rear of the TMCC.
Either criterion A or B shall be met during each test.
A. During impact (from time of initial impact to time of complete rest of both the
truck and crash test vehicles) the highest 50 millisecond average value of longitudinal
acceleration for either crash test passenger vehicle shall not exceed -12 gs.
B. The Occupant Impact Velocity of the impacting passenger vehicles must not
exceed 40 feet per second any time during the impact. The Occupant Ridedown
Acceleration shall be less than 20 gs.
Other Criteria to be met from NCHRP Repon 230 are the Safety Evaluation Criteria in
Table 6 including Items C, D, E and H. If Item F is used, the values for Fl, F2, F3 and
F4 may be 1.0.
All TMCCs shall be a minimum of 94 inches wide. The allenuator box shall be
designed and constructed so that, when impacted, its components are retained and will not
be obstacles to nearby traffic.
The entire TMCC unit and accessories shall conform to the provisions of the California
Vehicle Code, the Safety Orders of the Division of Occupational Safety and Health, and all
Federal and State regulations.
The rear face of the allenuator assembly shall have a 12-inch reflectorized strip centered
across the entire width of the allenuator. The strip shall consist of 4- or 6-inch orange
stripes altemating with 4- or 6-inch white stripes at 45 degrees from lower left to upper
right. Different size stripes shall not be used in the same strip.
Each TMCC shall be individually identified with the manufacturer's name, address,
TMCC model number, and a specific serial number. The names and numbers shall each be
a minimum l12-iilch high, and located on the left (street) side at the lower front comer. 1be
TMCC shall have a message next to the name and model number in 112 inch high lellers
which states, 'The bOllom of this TMCC shall be _ inches f: _ inches above the
ground at all points for proper impact performance." Each unit shall be certified by the
manufacturer to meet the requirements of these special provisions. Any TMCC which is
damaged or appears to be in poor condition must be recertified by the manufacturer. The
Engineer shall be the sole judge as to whether used TMCCs supplied under this contract
need recertification.
The following TMCC designs have been approved for use as meeting the above
requirements:
Hexfoam TMA Series 3000 and
Alpha 1000 TMA Series 1000 and
Alpha 2001 TMA Series 2001
Manufacturer:
DislribulOrs
Energy AbsOIption
Systems, Inc.
One East Wacker Drive
Chicago,lL 60601.2076
Telephone (312) 467-6750
Energy Absorption
SySlCms, Inc.
P.O. Box 3333-#291
EncinilaS, CA 92024
Telephone (619) 438-7887
FAX (619)438-7848
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94 367
LANE CLOS URE CHART
DIRECTION: EB AND WB LOCA nON: UNIVERSITY PARKWAY
Lane Requirements and Hours of Work
~~~~~~~~~~~~ ~~~~~~~~~~~~.
.-<<<<<< < ~~~~~~~~~ .-
~ggg888g88??8888888888??~
~~NM~~~~~~~=Z~N~~~~~~~~=~
Mondays through Thursdays ~ ~ ~ Io..~' 1'\.' ~
1..,......
Fridays ~ ;:s ~ L'-
"-
Saturdays
Sundays
I P:l ~{~ .Deslgnaled
gal Hohdays
Designated Legal Holidays
~~d: REMARKS:
One lane open in direction of IrlIvel
~... .1 Two adjacent lanes open in direction of IrlIvel
~ Three adjacenllanes open in direction of IrlIvel
l,{/{/I Shoulder may be closed
8 Freeway may be closed
o No lane closure permitted
RAMP CLOSURE CHART
DIRECTIONS: SB ENTRANCE RAMP LOCA nON: 1-215 AT UNIVERSITY PARKWAY
Lane Requirements and Hours of Work
~~~~~~~~~~~~ ~~~~~~~~~~~i
~ 88~ 88~
~~~~~~~~~~=~z~~~~~~~~~=~~
_N~~~~~~~-- - ~.~~~. --
Mondays through Thursdays -eeJ.
Fridays
Saturdays
Sundays
P:II\'l{~d~,signlled
II ohd .
Designated Legal Holidays
~~nd:
One lane open in direction of IrlIvel
~... .1 Two adjacent lanes open in direction of IrlIvel
~ Three adjacent lanes open in direction of IrlIvel
l".".""-".I Shoulder may be closed
. .
EI Ramp may be closed
D No ramp closure permitted
REMARKS:
Continuous shoulder closure is
pennitted.
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RAMP CLOSURE CHART
DIRECTION: sa EXIT RAMP LOCATION: 1-215 AT UNIVERSITY PARKWAY
Lane RequiremenlS and Hours of Work
~~~~~~~~~~~~ ~~~~~~~~~~~~
-cccccccc 88c~~~~~~~~~88-
18888g8888----8888888888.-.-~
~..~~~~~~~~2=z~~~~~~~~~2=~
Mondays through Thursdays 1= =
E ;;;;;;
Fridays E:::: :::;
- -
Saturdays
Sundays
I:'.:larn:;If/Jesignatcd
ga 0 idays
Designaled Legal Holidays
~~d:
One lane open in direction of travel
~....I Two adjacent lanes open in direction of travel
~ Three adjacent lanes open in direction of travel
III'}II Shoulder may be closed
~ Ramp may be closed
D No ramp closure pennilled
REMARKS:
Ramp closure shall be limited to
one 2-hour period per day.
Continuous shoulder closure is
pennitted.
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Energy Absorption
Systems, Inc.
Customer Service
Dcpanment
One East Wacker Drive
Chicago, IL 6060 I -2076
Telephone (Hoo) 255-3240
FAX (312)467-0201
Cal T-ooI ModeJ 2 or Model 3
Manufacturer:
Distributor:
Hexcel Corporation
II 711 Dublin Blvd.
P.O. Box 2312
Dublin, CA 94568
Telephone (510) 828-4200
Reno Rengard Model Nos. CAM 8-815 and RAM 8-815
Hexcel Corporation
II 711 Dublin Blvd.
P.O. Box 2312
Dublin. CA 94568
ManufaclW'er:
Renco Inc.
1582 Pllugerville Loop
Road.
P.O. Box 730
PIlugerville, TX
78660-0730
Telephone (800) 654-8182
Distributor:
Renco Inc.
1582 Pllugerville Loop
Road.
P.O. Box 730
Pllugerville, TX
78660-0730
Telephone (800) 654-8182
Approval for new TMCC designs shall be obtained by submitting a short but complete
repon of the crash tests as described on pages 12, 14 and 35 of NCHRP Repon23O; fllms
of the crash tests showing ground targets, car and truck targets, and a timing device for
obtaining the speed of the car and truck during initial impact and thereafter; complete
dimensioned scale drawings of the entire TMCC assembly; specifications for all materials
that affect the impact performance of the TMCC; and a brief description of any quality
control program the manufacturer will use to assure uniformity of the critical materials
and/or components of the TMCC. This information shall be submilled for evaluation and
approval to:
Structures Research Section
Transponation Laboratory
P.O. Box 19128
5900 Folsom Boulevard
Sacramento, CA 95819
Upon approval of a TMCC design, 4 sets of plans and specifications shall be
submitted to the Transponation Laboratory. Any modification to an approved TMCe
design shall be submilled to the Transportation Laboratory. Upon approval, the modified
TMCC shall be assigned a new model number and 4 sets of plans and specifications shall
be submilled to the Transponation Laboratory.
Full compensation for providing traffic control for applying traffic stripes and pavemel\t
markers with bituminous adhesive shall be considered as included in the contract lump sum
price paid for traffic control system and no separate payment will be made therefor.
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10-1.01 TEMPORARY PAVEMENT DELINEATION.--Temporary
pavement delineation shall be furnished, placed, maintained and removed in accordance
with the provisions in Section 12-3.01, "General," of the Standard Specifications and these
special provisions. Nothing in these special provisions shall be construed as to reduce the
minimum standards specified in the Manual of Traffic Controls published by the
Depanment or as relieving the Contractor from his responsibility as provided in Section
7-1.09, "Public Safety," of the Standard Specifications.
GENERAL...Whenever the work causes obliteration of pavement delineation,
temporary or permanent pavement delineation shall be in place prior to opening the traveled
way to public traffic. Laneline or centerline pavement delineation shall be provided at all
times for traveled ways open to public traffic.
All work necessary, including any required lines or marks, to establish the alignment of
temporary pavement delineation shall be performed by the Contractor. Surfaces to receive
temporary pavement delineation shall be dry and free of dirt and loose material. Temporary
pavement delineation shall not be applied over existing pavement delineation or other
temporary pavement delineation. Temporary pavement delineation shall be maintained until
superseded or replaced with a new pallem of temporary pavement delineation or permanent
pavement delineation.
Temporary pavement markers and removeable traffic type tape which conflicts with a
new traffic pallem or which is applied to the final layer of surfacing or existing pavement to
remain in place shall be removed when no longer required for the direction of public traffic,
as determined by the Engineer.
TEMPORARY LANELINE AND CENTERLINE DELINEATION...
Whenever lanelines and centerlines are obliterated the minimum laneline and centerline
delineation to be provided shall be temporary reflective raised pavement markers placed at
longitudinal intervals of not more than 24 feet. The temporary reflective raised pavement
markers shall be the same color as the laneline or centerline the markers replace.
Temporary reflective raised pavement markers shall be, at the option of the Contractor, one
of the temporary pavement markers listed for short term day/night use (14 days or less) or
long term day/night use (6 months or less) in "Prequalified and Tested Signing and
Delineation Materials" elsewhere in these special provisions.
Temporary reflective raised pavement markers shall be placed in accordance with the
manufacturer's instructions and shall be cemented to the surfacing with the adhesive
recommended by the manufacturer, except epoxy adhesive shall not be used to place
pavement markers in areas where removal of the markers will be required.
Temporary laneline or centerline delineation consisting entirely of temporary reflective
raised pavement markers placed on longitudinal intervals of not more than 24 feet, shall be
used on lanes opened to public traffic for a maximum of 14 days. Prior to the end of the 14
days the permanent pavement delineation shall be placed. If the permanent pavement
delineation is not placed within the 14 days, the Contractor shall provide, at his expense,
additional temporary pavement delineation. The additional temporary pavement delineation
to be provided shall be equivalent to the pallern specified for the permanent pavement
delineation for the area, as determined by the Engineer.
Full compensation for furnishing, placing, maintaining, and removing the temporary
reflective raised pavement markers, used for temporary laneline and centerline delineation
and for providing equivalent patterns of permanent traffic lines for such areas when
required; shall be considered as included in the contract prices paid for the items of work
that obliterated the lane line and centerline pavement delineation and no separate payment
will be made therefor.
10-1.08 PORTABLE FLASHING BEACONS.--Portab1e flashing beacons
conforming to the provisions in Section 12, "Construction Area Traffic Control Devices,"
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of the Standard Specifications shall be furnished, placed and maintained at the locations.
shown on the plans or as directed by the Engineer.
If flashing beacons are displaced or are not in an upright position, from any cause,
during the progress of the work, the Contractor shall immediately repair and repaint or
replace the flashing beacons in their original locations.
Full compensation for furnishing, placing and maintaining ponable flashing beacons
shall be considered as included in the contract lump sum price paid for traffic control
system and no separate payment will be made therefor.
10-1.09 CHANNELIZERS.--Channelizers shall be surface mounted type and
shall be furnished, placed and maintained along the edges of excavations and shall conform
to the provisions in Sections 12, "Construction Area Traffic Control Devices," of the
Standard Specifications and these special provisions.
Channelizers shall conform to the provisions in "Prequalified and Tested Signing and
Delineation Materials," elsewhere in these special provisions.
Channelizer posts shall be orange in color.
At the option of the Contractor, channelizer bases may be cemented to the pavement
using hot melt bitumen adhesive and in the same manner provided for cementing pavement
markers to pavement in the section of these special provisions entitled "Pavement
Markers. "
Full compensation for furnishing, placing, and maintaining channelizers shall be
considered as included in the contract lump sum price paid for traffic control system and no
separate payment will be made therefor.
10-1.10 TEMPORARY CRASH CUSHION MODULE.--This work shall
consist offurnishing, installing and maintaining sand filled temporary crash cushion
modules in groupings or arrays at each location shown on the plans, specified in the special
provisions or directed by the Engineer. The grouping or array of sand filled modules shall
form a complete sand filled temporary crash cushion in accordance with the details shown
on the plans and these special provisions.
Anention is directed to "Public Safety", "Order of Work", "Maintaining Traffic" and
"Temporary Railing" of these special provisions.
GENERAL.--Whenever the work or the Contractor's operations establishes a fixed
obstacle, the exposed fixed obstacle shall be protected with a sand filled temporary crash
cushion. The sand filled temporary crash cushion shall be in place prior to opening the
lanes adjacent to the fixed obstacle to public traffic.
Sand filled temporary crash cushions shall be maintained in place at each location,
including times when work is not actively in progress. Sand filled temporary crash
cushions may be removed during a work period for access to the work provided that the
exposed fixed obstacle is 15 feet or more from a lane carrying public traffic and the
temporary crash cushion is reset to protect the obstacle prior to the end of the work period
in which the fixed obstacle was exposed. When no longer required, as determined by the
Engineer, sand filled temporary crash cushions shall be removed from the site of the work.
MATERIALS.--Atthe Contractor's option, the modules for use in sand filled
temporary crash cushions shall be either of the following types or equal:
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Manufacturer:
Energite Inenial Modules
Distributors
Energy Absorption
Systems. Inc.
One East Wacker Drive
Chicago,lL 60601-2076
Telephone (312) 467-6750
Energy Absorption
Systems. Inc.
P.O. Box 3333-#291
Encinitas. CA 92024
Telephone (619) 438-7887
FAX (619)438-7848
Energy Absorption
Systems, Inc.
Customer Service
Dcpanment
One East Wacker Drive
Chicago. IL 60601-2076
Telephone (800) 255-3240
FAX (312)467-0201
National Distributor
or Fitch Inertial Modules:
Distributor (Northern )
Roadway Safety Service.
Inc.
700-3 Union Parkway
Ronkonkoma. NY I 1779
Singletree Sales Company
1533 Berger Drive
San Jose, CA 95112
Telephone (408) 287-1943
Distributor (Southern )
Traffic Conuol Service,
Inc.
1881 Belmor Lane
Anaheim, CA 92805
Telephone (714) 937-0422
Modules contained in each temporary crash cushion shall be of the same type at each
location. The color of the modules shall be the standard yellow color as furnished by the
vendor, with black lids. The modules shall exhibit good workmanship free from structural
flaws and objectionable surface defects. The modules need not be new. Good used
undamaged modules conforming to color and quality of the types specified above may be
utilized. If used FilCh modules requiring a seal are furnished, the top edge of the seal shall
be securely fastened to the wall of the module by a continuous strip of heavy duty tape.
Modules shall be filled with sand in accordance with the manufacturer's directions, and
to the sand capacity in pounds for each module as shown on the plans. Sand for filling the
modules shall be clean washed concrete sand of commercial quality. At the time of placing
in the modules, the sand shall contain not more than 7 percent water, as determined by
California Test 226.
Modules damaged due to the Contractor's operations shall be repaired immediately by
the Contractor at his expense. Modules damaged beyond repair, as determined by the
Engineer, due to the Contractor's operations shall be removed and replaced by the
Contractor at his expense.
Roadway Safety Service.
Inc.
700-3 Union Parkway
Ronkonkoma, NY I 1779
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INSTALLATION.--Temporary crash cushion modules shall be placed on movable
pallets or frames conforming to the dimensions shown on the plans. The pallets or frames
shall provide a full bearing base beneath the modules. The modules and supporting pallets
or frames shall not be moved by sliding or skidding along the pavement or bridge deck.
A Type P or Type R marker panel, as shown on the plans, shall be allached to the
front of the leading module of each temporary crash cushion. The marker panel shall be
firmly fastened to the module with commercial quality hardware or by other methods
approved by the Engineer.
At the completion of the project, temporary crash cushion modules, sand filling, pallets
or frames, and marker panels shall become the propeny of the Contractor and shall be
removed from the site of the work. Temporary crash cushion modules shall not be
installed in permanent work.
MEASUREMENT AND PAYMENT.-- Temporary crash cushion modules placed
in accordance with the provisions in "Public Safety" elsewhere in these special provisions
will not be measured nor paid for.
10-1.11 EXISTING HIGHWAY FACILITIES.--The work performed in
connectio'ii- with various existing highway facilities shall conform to the provisions in
Section 15, "Existing Highway Facilities," of the Standard Specifications and these special
provisions.
Except as otherwise provided for damaged materials in Section 15-2.04, "Salvage," of
the Standard Specifications, the materials to be salvaged shall remain the property of the
State, and shall be cleaned, bundled, tagged, and hauled to the District Redistribution
Center, 5th Street and Viele Avenue, Beaumont, California and stockpiled.
The Contractor shall notify the Engineer and the District Recycle Coordinator,
telephone (909)383-4630 a minimum of 3 working days prior to hauling salvaged material
to the Redistribution Center. -
10-1.ll.. SALVAGE METAL BEAM GUARD RAILING.--Existing
metal beam guard railing, where shown on the plans, shall be removed and salvaged.
Existing concrete anchors shall be removed to a depth of not less than one foot
below subgrade or one foot below finished grade, whichever is greater in depth.
1O-1..!.~ REMOVE PAVEMENT MARKERS.--Existing pavement
markers, when no longer required for traffic lane delineation as directed by the
Engineer, shall be removed and disposed of.
Full compensation for removing and disposing of pavement markers shall be
considered as included in the contract price paid per ton for asphalt concrete (open
graded) and no separate payment will be made therefor.
10-1. 14 REMOVE PAINTED TRAFFIC STRIPES AND
PA VEMf'NT MARKINGS.--Painted traffic stripes and pavement markings to be
removed will be designated by the Engineer.
Where blast cleaning is used for the removal of painted traffic stripes and pavement
markings or for removal of objectionable material, and such removal operation is being
performed within 10 feet of a lane occupied by public traffic, the residue including dust
shall be removed immediately after contact between the sand and the surface being
treated. Such removal shall be by a vacuum attachment operating concurrently with the
blast cleaning operation.
Blast cleaning for removal of painted traffic stripes shall be feathered out to
irregular and varying widths.
Painted pavement markings shall be removed by blast cleaning a rectangular area,
rather than justlellering or markings, so that the old message cannot be identified.
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After removal of the painted traffic stripes and pavement markings, a fog seal coat
shall be applied in conformance with the provisions in Section 37, "Bituminous Seals,"
of the Standard Specifications and the following:
In painted traffic stripe removal areas, the fog seal coat shall be applied over the
traffic stripe removal area and to irregular and varying widths with an average width
of 2 feet on each side of the blast-cleaned traffic stripe removal area.
In pavement marking removal areas, the fog seal coat shall be applied to the
blast cleaned rectangular area_
Nothing in these special provisions shall relieve the Contractor from his
responsibilities as provided in Section 7-1.09, "Public Safety," of the Standard
Specifications.
Full compensation for furnishing and applying fog seal coat for traffic stripes shall
be considered as included in the contract prices paid per linear foot for remove painted
traffic stripe and no separate payment will be made therefor.
Full compensation for furnishing and applying fog seal coat for pavement markings
shall be considered as included in the contract prices paid per square foot for remove
painted pavement markings and no separate payment will be made therefor.
10-1. 15 REMOVE THERMOPLASTIC TRAFFIC STRIPES AND
PA VEMEN'f MARKINGS;--Thermoplastic pavement markings to be removed
shall be removed by grinding, thermoplastic traffic stripes to be removed shall be
removed by blast cleaning or grinding, at the locations shown on the plans or where
designated by the Engineer.
Blast cleaning for removal of traffic stripes shall be feathered out to irregular and
varying widths.
Pavement markings shall be removed by grinding a rectangular area, rather than just
lellering or markings, so the old message cannot be identified.
Where grinding is used for the removal of thermoplastic traffic stripes and
pavement markings, the residue from grinding shall be removed from the roadbed by
sweeping or washing.
Residue from grinding operations shall not flow across shoulders or lanes occupied
by public traffic, or flow into gUllers or other drainage facilities. Solid residue resulting
from grinding operations shall be removed from pavement surfaces before such residue
is blown by the action of traffic or wind.
The noise level created by the combined grinding operation shall not exceed 86 dBA
at a distance of 50 feet at a right angle to the direction of travel.
Quantities of thermoplastic traffic stripe removed will be measured by the square
fool.
Quantities of pavement markings removed will be determined by the actual area of
the rectangle measured in square feel.
Full compensation for blast cleaning or grinding as specified herein shall be
considered as included in the contract price paid per square foot for remove
thermoplastic traffic stripe and pavement marking and no separate payment will be
made therefor.
Nothing in these special provisions shall relieve the Contractor from his
responsibilities as provided in Section 7-1.09, "Public Safety," of the Standard
Specifications.
10-1.-U, REMOVE ASPHALT CONCRETE DIKE.--Existing asphalt
concrete dike, where shown on the plans to be removed, shall be removed and
disposed of.
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10-1. 17 SAL V AGE ROADSIDE SIGNS.--Existing roadside signs, at
locations shown on the plans to be salvaged, shall be removed and salvaged.
Existing roadside signs shall not be removed until replacement signs have been
installed or until the existing signs are no longer required for the direction of public
traffic, unless otherwise directed by the Engineer.
10-1. 18 RELOCATE ROADSIDE SIGNS.--Existing roadside signs shall
be removed and relocated at new locations shown on the plans.
Each roadside sign shall be installed at the new location on the same day said sign is
removed from its original location.
Two holes shall be drilled in each existing post as required to provide a breakaway
feature as shown on the plans.
1O-1d..2. OBLITERATE SURF ACING.--Existing surfacing, when no
longer required for the passage of public traffic, shall be obliterated at the locations
shown on the plans.
Surfacing shall not be obliterated by the earth cover method.
Obliteration shall consist of rooting, plowing, pulverizing or scarifying the existing
surfacing as specified in Section 15-2.02A, "Obliterating Roads and Detours," of the
Standard Specifications.
10-1. 20 COLD PLANE ASPHALT CONCRETE PA VEMENT.--
Existing asphalt concrete pavement shall be cold planed at the locations and to the
dimensions shown on the plans.
Planing asphalt concrete pavement shall be performed by the cold planing method.
Planing of the asphalt concrete pavement shall not be done by the heater planing
method.
Cold planing machines shall be equipped with a culler head not less than 30 inches
in width and shall be operated so as not to produce fumes or smoke. The cold planing
machine shall be capable of planing the pavement without requiring the use of a heating
device to soften the pavement during or prior to the planing operation.
The depth, width and shape of the cut shall be as indicated on the typical cross
sections or as directed by the Engineer. The final cut shall result in a uniform surface
conforming to the typical cross sections. The outside lines of the planed area shall be
neat and uniform. Planing asphalt concrete pavement operations shall be performed
without damage to the surfacing to remain in place.
Planed widths of pavement shall be continuous except for intersections at cross
streets where the planing shall be carried around the comers and through the conform
lines. Following planing operations, a drop-off of more than 0.15-foot will not be
allowed at any time between adjacent lanes open to public traffic. .
Where transverse joints are planed in the pavement at conform lines no drop-off
shall remain between the existing pavement and the planed area when the pavement is
opened to public traffic. If asphalt concrete has not been placed to the level of existing
pavement before the pavement is to be opened to public traffic a temporary asphalt
concrete taper shall be constructed. Asphalt concrete for temporary tapers shall be
placed to the level of the existing pavement and tapered on a slope of 30: 1 or flaller to
the level of the planed area.
Asphalt concrete for temporary tapers shall be commercial quality and may be
spread and compacted by any method that will produce a smooth riding surface.
Temporary asphalt concrete tapers shall be completely removed, including the removal
of all loose material from the underlying surface, before placing the permanent
surfacing. Such removed material shall be disposed of outside the highway right of
way in accordance with the provisions in Section 7-1.13 of the Standard Specifications.
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Operations shall be scheduled such that not more than 7 days shall elapse between
the time when transverse joints are planed in the pavement at the conform lines and the
permanent surfacing is placed at such conform lines.
The material planed from the roadway surface, including material deposited in
existing gutters or on the adjacent traveled way, shall be removed and disposed of
outside the highway right of way in accordance with the provisions in Section 7-1.13
of the Standard Specifications. Removal operations of cold planed material shall be
concurrent with planing operations and follow within 50 feet of the planer, unless
otherwise directed by the Engineer.
Cold plane asphalt concrete pavement will be measured by the square yard. The
quantity to be paid for will be the actual area of surface cold planed irrespective of the
number of passes required to obtain the depth shown on the plans.
The contract price paid per square yard for cold plane asphalt concrete pavement
shall include full compensation for furnishing all labor, materials, tools, equipment,
and incidentals, and for doing all work involved in cold planing asphalt concrete
surfacing and disposing of planed material, including fumishing the asphalt concrete
for and constructing, maintaining, removing, and disposing of temporary asphalt
concrete tapers, as specified in these special provisions and as directed by the Engineer.
10-1..1.L REMOVE CONCRETE.--Existing concrete headwall, sidewalk
and curb ramp, overside drain and curbs, designated on the plans to be removed, shall
be removed.
The pay quantities of concrete to be removed will be measured by the cubic yard,
measured before and during removal operations.
Concrete removed shall be disposed of outside the highway right of way in
accordance with the provisions in Section 7-1.13 of the Standard Specifications.
10-1.22 EARTHWORK.--Eanhwork shall conform to the provisions in Section
19, "Earthwork," of the Standard Specifications and these special provisions.
Existing irrigation systems disrupted by construction shall be cut and capped at the
points they are affected by such constrUction or modified as directed by the Engineer.
Caps shall be of the same size, class, and material as the existing irrigation system.
Solvent cement and primer for PVC plastic pipe shall be of commercial quality specifically
manufactured for use with rigid PVC plastic pipe and fittings.
CUlling and capping or modifying irrigation systems as herein set fonh shall be as
directed by the Engineer and shall be paid for as extra work.
Full compensation for performing ditch excavation shown on the plans shall be
considered as included in the contract price paid per cubic yard for roadway excavation and
no separate payment will be made therefor.
Surplus excavated material shall become the property of the Contractor and shall be
disposed of outside the highway right of way in accordance with the provisions in Section
7-1.13 of the Standard Specifications.
Where a portion of existing surfacing is to be removed, the outline of the area to be
removed shall be cut on a neat line with a power-driven saw to a minimum depth of 0.17-
foot before removing the surfacing. Full compensation for cutting existing surfacing shall
be considered as included in the contract price paid per cubic yard for roadway excavation
and no additional compensation will be allowed therefor. .
The portion of imported borrow placed within 4 feet of the finished grade shall have a
Resistance (R-Value) of not less than 30.
10-1. 23 LAWN (SOD).--Lawn (sod) shall be placed where shown on the
plans in conformance with the provisions in Section 20-4, "Highway Planting," of the
Standard Specifications and these special provisions.
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New sod of a variety similar to the existing adjacent lawn shall be placed over
embankment which has been compacted and graded such that the finished grade of the
new sod matches the elevation of the adjacent existing lawn. Any settlement occuring
during the life of the contract shall be corrected by the Contractor at the Contractor's
expense.
The sodded area shall be watered as often and in sufficient amounts as conditions
may require to keep the soil and plant roots moist during the life of the contract. If
mowing is ordered by the Engineer and such work is not provided for elsewhere in
these special provisions, said mowing will be paid for as extra work as provided in
Section 4-1.03D of the Standard Specifications.
Lawn damaged by the Contractor's operations outside the replacement limit shall be
replaced with new sod at the Contractor's expense.
Full compensation for furnishing and placing new sod and underlying embankment
as required by the plans, the Standard Specifications, these special provisions, and as
directed by the Engineer shall be considered as included in the contract price paid per
cubic yard for imported borrow and no separate payment will be made therefor.
10-1. 24 4" PLASTIC PIPE (PR 200).--Plastic pipe shall be polyvinyl
chloride (PVC) conforming to the requirements of ASTM Designation: D 2241 or D
2672.
Plastic pipe and fittings shall be the solvent cemented type.
Fillings to be solvent cemented to plastic pipe shall be injection molded PVC,
Schedule 40, conforming to the requirements of ASTM Designation: D 2466.
Solvent cement and primer for PVC plastic pipe and fittings shall be of commercial
quality specifically manufactured for use with rigid PVC plastic pipe and fittings. The
solvent cement and primer used shall be made by the same manufacturer. The color of
the primer shall contrast with the color of the pipe and fittings.
PCC grout. as shown on the plans, shall be a neat cement paste of portland cement
and water. The water content shall be not more than 4 gallons per 94 pounds of cement.
Retempering of grout will not be permilled. Immediately prior to placing the grout the
joint area shall be thoroughly saturated with water. Grout shall be cured for a period of
at least 3 days or until the concrete sidewalk is placed, whichever occurs first, by either
the curing compound method or by keeping the surface of the grout continuously
damp. Any grout which fails to bond or is danlaged before the sidewalk is placed shall
be removed and replaced.
10-1. ZS" AGGREGATE BASE.--Aggregate base shall be Class 2 and shall
conform to the provisions in Section 26, "Aggregate Bases," of the Standard Specifications
and these special provisions.
The first paragraph of Section 26-1.02A, "Class 2 Aggregate Base," of the Standard
Specifications is amended by adding the following sentences:
Aggregate may include or consist of material processed from reclaimed asphalt
concrete, ponland cement concrete, lean concrete base, cement treated base, glass or a
combination of any of these materials. Aggregate base incorporating reclaimed glass
shall not be placed at locations where surfacing will not be placed over the aggregate
base.
The fourth paragraph in said Section 26-1.02A, is amended by adding the following
sentence:
Untreated reclaimed asphalt concrete and ponland cement concrete will not be
considered to be treated with lime, cement or other chemical material for purposes of
performing the Durability Index test.
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10-1.~ ASPHALT CONCRETE.--Asphalt concrete shall be Type A and open
graded ana shall conform to the provisions in Section 39, "Asphalt Concrete," of the
Standard Specifications and these special provisions.
The last sentence of the first paragraph in Section 39-2.01, "Asphalts," of the Standard
Specifications and the fifth, sillth, seventh and eighth paragraphs of Section 39-3.03,
"Proportioning," of the Standard Specifications shall not apply.
The second paragraph in Section 39-3.05, "Asphalt Concrete and Asphalt Concrete
Base Storage," of the Standard Specifications is amended to read:
Storage silos shall be equipped with a surge-batcher sized to hold a minimum of
4,000 pounds of material. A surge-batcher consists of equipment placed at the top of
the storage silo which catches the continuous delivery of the completed mix and
changes it to individual batch delivery and prevents the segregation of product
ingredients as the completed mill is placed into storage. The surge-batcher shall be
center loading and shall be thermally insulated or heated or thermally insulated and
heated to prevent material buildup. Rotary chutes shall not be used as surge-batchers.
The surge-batcher shall be independent and distinct from conveyors or chutes used
to collect or direct the completed millture being discharged into storage silos and shall
be the last device to handle the material before it enters the silo. Multiple storage silos
shall be served by an individual surge-batcher for each silo. Material handling shall be
free of oblique movement between the highest elevation (conveyor outfall) and
subsequent placement in the silo. Discharge gates on surge-batchers shall be automatic
in operation and shall discharge only after a minimum of 4,000 pounds of material has
been collected and shall close before the last collected material leaves the device.
Discharge gate design shall prevent the deflection of material during the opening and
closing operation.
The amount of asphalt binder to be mixed with the aggregate for Type A asphalt
concrete will be determined by the Engineer in accordance with California Test 367 using
the samples of aggregates furnished by the Contractor in conformance with Section 39-
3.03, "Proportioning," of the Standard Specifications.
The amount of asphalt binder to be mixed with the aggregate for Open Graded asphalt
concrete will be determined by the Engineer in accordance with California Test 368, using
the samples of aggregates furnished by the Contractor in conformance with Section
39-3.03, "Proportioning," of the Standard Specifications. _
The amount of asphalt binder used in asphalt concrete placed in dikes, island paving
and overside drains shall be increased one percent by weight of the aggregate over the
anlOunt of asphalt binder determined for use in asphalt concrete placed on the traveled way.
The miscellaneous areas to be paid for at the contract price per square yard for place
asphalt concrete (miscellaneous area) in addition to the prices paid for the materials
involved shall be limited to overside drains, island paving, and inlet apron.
Aggregate for asphalt concrete dikes shall conform to the 3/8 inch maximum grading as
specified in Section 39-2.02, "Aggregate," of the Standard Specifications.
If the Contractor selects the batch mixing method, asphalt concrete shall be produced by
the automatic batch mixing method as provided in Section 39-3.03A(2), "Automatic
Proportioning," of the Standard Specifications.
Except for aggregate for Open Graded asphalt concrete, in addition to the aggregate
requirements listed in Section 39, "Asphalt Concrete," of the Standard Specifications, the
combined aggregates shall conform to the following quality requirement when mixed with
paving asphalt Grade AR-4ooo in the amount of asphalt determined to be optimum by
California Test 367:
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94 367
Test
California Test Requirement
360, Loss not to
Method A exceed
15 grams
The area to which paint binder has been applied shall be closed to public traffic. Care
shall be taken to avoid tracking binder material onto existing pavement surfaces beyond the
limits of construction.
A drop-off of more than 0.15-foot will not be allowed at any time between adjacent
lanes open to public traffic.
Where the existing pavement is to be widened by constructing a new structural section
adjacent to the existing pavement, the new structural section, shall be completed to match
the elevation of the edge of the existing pavement at each location prior to spreading and
compacting asphalt concrete over the adjacent existing pavement
Ramp shoulders adjacent to a lane being paved shall be surfaced prior to opening the
lane to traffic.
Surface
Abrasion
10-1. 27 CONCRETE STRUCTURES.--Porliand cement concrete headwall
and structures shall conform to the provisions in Section 51, "Concrete Structures," of the
Standard Specifications and these special provisions.
The second paragraph in Section 51-1.22, "Measurement," of the Standards
Specifications is amended to read:
The estimated quantity of concrete for minor structures designated as final pay in
the Engineer's Estimate will not be revised as specified in Section 9-1.015, ''Final Pay
Items," of the Standard Specifications, when the constructed height of said minor
structure, including revisions by the Engineer, is within O.5-foot of the vertical
dimension shown on the plans.
10-1.l!l ROADSIDE SIGNS.--Roadside signs shall be installed at the locations
shown on the plans or where directed by the Engineer, and shall conform to the provisions
in Section 56-2, "Roadside Signs," of the Standard Specifications.
10-1.l,? AL TERNA TIVE PIPE.--Altemative pipe culverts shall conform to the
provisions in Section 62, "Alternative Culverts," of the Standard Specifications and these
special provisions.
SPIRAL RIB PIPE.--Spiral rib pipe shall meet the requirements for corrugated
aluminum pipe or corrugated steel pipe in Section 66, "Corrugated Metal Pipe," of th~
Standard Specifications, except for profile and fabrication requirements.
Spiral rib pipe shall, at the option of the Contractor, consist of either one rectangular rib
spaced midway between seams or 2 rectangular ribs and one half-circle rib equally spaced
between seams. All ribs shall be continuous helical ribs that project outward from the
surface of the pipe. On single rib pipe the rib shall be 3/4 inch wide by 3/4 inch high and
the maximum rib pitch shall be 7 In. inches. On the two rectangular rib with one half-
circle rib pipe, rectangular ribs shall be 3/4 inch wide by one inch high. The half-circle rib
diameter shall be In. inch and shall be spaced midway between the rectangular ribs and the
maximum rib pitch shall be 11 In. inches. Rib pitch measured at right angles to the
direction of the ribs may vary :tIn. inch.
Corrugated steel spiral rib pipe shall be fabricated by a continuous helical lock seam
fabricated in accordance with the requirements in Section 66-3.03C(l), "Fabrication by
Continuous Lock Seam," ofthe Standard Specifications.
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94 367
Corrugated aluminum spiral rib pipe shall be fabricated by a continuous helical lock
seam fabricated in accordance with the requirements in Section 66-2.03B, "Fabrication by
Continuous Helical Lock Seam," of the Standard Specifications.
Coupling bands for spiral rib pipe shall conform to the requirements in Section
66-1.07, "Coupling Bands," of the Standard Specifications. Any coupling band shown on
the plans or approved by the Engineer in accordance with Section 61-1.02, "Performance
Requirements for Culvert and Drainage Pipe Joints," of the Standard Specifications, for
use on a pipe corrugation of 2 2/3" x 1/2" for corrugated metal pipe may be used on spiral
rib pipe having 2 2/3" x 1/2" rerolled annular ends. The width of band (W) for hat bands
for pipe sizes larger than 48 inches in diameter shall be 3 3/4 inches.
10-1.30 REINFORCED CONCRETE PIPE.--Reinforced concrete pipe shall
conform to the provisions in Section 65. "Reinforced Concrete Pipe," of the Standard
Specifications and these special provisions.
Except as otherwise designated by classification on the plans or in the specifications,
joints for culvert and drainage pipes shall conform to the plans or specifications for
standard joints.
10-1. 31 CORRUGATED METAL PIPE.--Corrugated ~ culverts shall
conform to the provisions in Section 66, "Corrugated Metal Pipe," of the Standard
Specifications and these special provisions.
Corrugated steel pipe shall be fabricated from zinc-coated steel sheet.
10-1. 32 48" CSP TREE WELL.--48-inch corrugated steel pipe tree wells
shown on the plans shall conform to the provisions in Section 66, "Corrugated Metal
Pipe," of the Standard Specifications and these special provisions.
The contract price paid per linear foot for 48" CSP tree well shall include full
compensation for furnishing 48" CSP culvens, for structure excavation and backfill,
cutting each culven lengthwise, and for bending and installing them around existing trees,
complete and in place, as shown on the plans and as directed by the Engineer, and no
additional compensation will be made therefor.
10-1. 33 MISCELLANEOUS F ACILITIES.--Concrete flared end sections
shall conform to the provisions in Section 70, "Miscellaneous Facilities," of the Standard
Specifications and these special provisions.
10-1.34 MISCELLANEOUS CONCRETE CONSTRUCTION.--Curb,
sidewalks:-curb ramps and gutter depressions shall conform to the provisions in Section
73, "Concrete Curbs and Sidewalks," of the Standard Specifications. -
10-1.35 MISCELLANEOUS IRON AND STEEL.-.Frames, covers, curb
supports,"Tace angles, shall conform to the provisions in Section 75, "Miscellaneous
Metal," of the Standard Specifications and these special provisions.
10-1.36 THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT
MARKI~S.--Thermoplastic traffic stripes (traffic lines) and pavement markings shall
conform to the provisions in Sections 84-1, "General," and 84-2, "Thermoplastic Traffic
Stripes and Pavement Markings," of the Standard Specifications and these special
provisions.
The State Specification No. for glass beads in Section 84-2.02, "Materials," of the
Standard Specifications is amended to read "801O-21C-22 (Type 11)."
Thermoplastic material shall conform to the requirements of State Specification No.
801O-21C-19.
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94 367
Thermoplastic material for traffic stripes shall be applied at a minimum thickness of
0.080-inch.
At the option of the Contractor, permanent striping tape as specified in "Prequalified
and Tested Signing and Delineation Materials" elsewhere in these special provisions, may
be placed instead of the thermoplastic traffic stripes and pavement markings specified
herein, except that STAMARK Brand Pavement Tape, Bisymmetric 1.75 Grade,
manufactured by the 3M Company, shall not be used. Pavement tape, if used, shall be
installed in accordance with the manufacturer's specifications. If pavement tape is placed
instead of thermoplastic traffic stripes and pavement markings, the pavement tape will be
measured and paid for as thermoplastic traffic stripe and themlOplastic pavement marking.
Thermoplastic traffic stripes and pavement markings shall be placed a minimum of 6
working days after paving is completed.
10-1. 37 PAINT TRAFFIC STRIPES .--Painting traffic stripes (traffic lines)
shall confOrm to the provisions in Sections 84-1, "General," and 84-3, "Painted Traffic
Stripes and Pavement Markings," of the Standard Specifications and these special
provisions.
The State Specification No. for glass beads in Section 84-3.02, "Materials," of the
Standard Specifications is amended to read "801O-21C-22 (Type 10."
At the option of the Contractor, permanent striping tape as specified in "Prequa1ified
and Tested Signing and Delineation Materials" elsewhere in these special provisions, may
be placed instead of the painted traffic stripes specified herein, except that STAMARK
Brand Pavement Tape, Bisymmetric 1.75 Grade, manufactured by the 3M Company, shall
not be used. Pavement tape, if used, shall be installed in accordance with the
manufacturer's specifications. If pavement tape is placed instead of painted traffic stripes,
the pavement tape will be measured and paid for as paint traffic stripe (2-coats).
Traffic stripes shall be placed a minimum of 6 working days after paving is completed.
10-1. 38 PAVEMENT MARKERS...Pavement markers shall confonn to the
provisions in Section 85, "Pavement Markers," of the Standard Specifications and these
special provisions.
The second paragraph in Section 85-1.02, "Type of Markers." of the Standard
Specifications shall not apply.
Certificates of compliance shall be furnished for pavement markers as specified in
"Prequalified and Tested Signing and Delineation Materials" elsewhere in these special
provisions.
When bituminous adhesive is used for pavement marker placement, traffic control
during placement operations shall conform either to the requirements of 'Traffic Control
System For Lane Closure" or "Traffic Control For Traffic Striping" of these special
provisions.
Reflective pavement markers shall comply with the specific intensity requirements for
reflectance after abrading the lens surface in accordance with the "Steel Wool Abrasion
Procedure" specified for pavement markers placed in pavement recesses in Section
85-1.05, "Reflective Pavement Markers," of the Standard Specifications.
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II 94 367
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SECTION 10-2
BLANK
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94 367
SECTION 10-3. SIGNALS, LIGHTING AND ELECTRICAL SYSTEMS
10-3.01 DESCRIPTION.--Traffic signals, lighting, and sign illumination
systems shall conform to the provisions in Section 86, "Signals, Lighting and Electrical
Systems," of the Standard Specifications and these special provisions.
Traffic signal work is to be performed at the following locations:
Location 1 - University Parkway at Southbound Entrance and Exit Ramps.
Location 2 - University Parkway at Northbound Entrance and Exit Ramps
10-3.02 FOUNDATIONS.--The first sentence of the eighth paragraph in Section
86-2.03, ''FOundations,'' of the Standard Specifications is amended to read:
Anchor bars or studs and nuts, except for Type 30 and Type 31 lighting standards,
shall conform to ASTM Designation: A 307. Headed anchor bolts for foundations
shall conform to the specifications of ASTM Designation: A 307, Grade B with S 1
supplementary requirements. At the option of the contraCtor, nonheaded anchor bolts
for foundations shall conform either to the specifications of ASTM Designation:
A 307, Grade C or to the provisions in AASHTO Designation: M 314, Grade 36 or
55 with S I supplementary requirements. When nonheaded anchor bolts conforming to
the specifications of ASTM Designation: A 307, Grade C are furnished, the end of
each fabricated anchor bolt shall be either coded by end stamping as required in ASTM
Designation: A 307 or the end that projects from the concrete shall be permanendy
coded with a green color by the manufacturer.
10-3.03 STATE-FURNISHED TRAFFIC SIGNAL STANDARDS.--
Trafficsignal standards (including mast arms for traffic signals and luminaires where
required) will be State-furnished as provided under "Materials" of these special provisions.
The Contractor shall construct the foundations for the traffic signal standards (including
furnishing and installing anchor bolts), shall install the standards on said foundations, and
shall furnish and install all traffic signals and other equipment and hardware to be mounted
on the standards (except luminaires will be relocated from elsewhere in the project) lItId
make all field wiring connections.
The sign mounting hardware, as shown on Detail U of Standard Plan ES-6T will be
State-furnished, and shall be installed at the locations shown on the plans.
The sign panels will be State-furnished as provided under "Materials" of these special
provisions.
10-3.04 CONDUIT.--Conduit shall be the rigid steel type .
After conductors have been installed, the ends of conduits terminating in pull bolles,
and in service and controller cabinets shall be sealed with an approved type of sealing
compound.
At locations where conduit is required to be installed under pavement crossing streets or
ramps and existing underground facilities require special precautions, as described in
"Obstructions" of these special provisions, conduit shall be placed by the 'Trenching i11
Pavement Method" as spccif!ed ~n .~d Section 8~2.05C.
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94 367
The delay to any vehicle shall not exce~~ 5 m~ute.s at locallons wher~ condult lS
required to be installed under pavement by the Trenching m Pavement Method .
10-3.05 PULL BOXES.--Grout shall be placed in bollom of pull boxes.
10-3.06 CONDUCTORS AND WIRING.--Splices shall be insulated by
"Method 8". ..'
The Contractor shall provide the Englne~r a Cenlfic~te of ComP!,lanc~ from the
manufacturer in accordance with the provIsIons of Secllon 6-1.07, Cenlfi~ates of
Compliance," of the Standard Specifications for all the conductors and cables furnIshed for
the project. .
Ungrounded traffic signall~ght c~nductors ~hall.run from tennmal compartment to
terminal companment and no sphces WIll be penn1l1ed In pull boxes.
SIGNAL INTERCONNECT CABLE...Signal Interconnect Cable (SIC) shall
consist of 6 No. 20, minimum, stranded tinned copper conductors as shown on the plans.
10.3.07 STATE.FURNISHED CONTROLLER ASSEMBLIES.--The
Model 17ncontroller assemblies, including controller unit, completely wired controller
cabinet and inductive loop detector sensor units, but without anchor bolts, will be State-
furnished as provided under "Materials" of these special provisions.
The Contractor shall construct each controller cabinet foundation as shown on
Standard Plan ES-4B for Model 332 cabinets (including furnishing and installing ancbor
boils), shall install the controller cabinet on said foundation, and shall make all field wiring
connections to the terminal blocks in the controller cabinet
A listing of field conductor terminations, in each State-furnished controller cabinet, will
be furnished free of charge to the Contractor at the site of the work.
State will maintain all controller assemblies.The Contractor's responsibility shall be
limited to that provided for in Section 6-1.02, "State-Furnished Materials," of the Standard
Specifications.
10.3.!UI STATE-FURNISHED TELEPHONE DEMARCATION
CABINET...The telephone demarcation cabinet. without anchor bolts, will be State-
furnished as provided under "Materials" of these special provisions.
The Contractor shall construct the cabinet foundation as shown on Standud Plan
ES-4E (including furnishing and installing anchor bolts), shall install the cabinet on said
foundation, and shall make all field wiring connections to the cabinet
10-3.M VEHICLE SIGNAL FACES AND SIGNAL HEADS.--All lamps
for traffic signal units (except programmed visibility type) will be State-furnished as
provided under "Materials" of these special provisions.
The third paragraph in Section 86-4.01A, "Optical Units," of the Standard
Specifications is amended by adding the following:
At the Contractor's option, a single piece formed metal reflectorhing bolder may be
furnished.
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~~ 367
Type SY-2-TD mountings shall be bolted to the standard through the upper pipe fitting
in a manner similar to the terminal compamnenl.
Signal section housings shall be the metal type.
10-3.1.9 PEDESTRIAN SIGNALS.--Lamps for Type A pedestrian signals
will be State-furnished as provided under "Materials" of these special provisions.
For crossings where the distance from the near curb to the pedestrian signal indication
is 60 feet or less, the luminance of the UPRAISED HAND symbol shall be 280 foot-
lambens, minimum, and the luminance of the WALKING PERSON symbol shall be 1,000
foot-lambens, minimum.
Type SP-l-T pedestrian signal mountings shall have an upper and lower mounting
bracket allached to the pedestrian signal housing in the same manner as that shown for
Type SP-2-T mounting.
10-3...!.1 DETECTORS.--Loop detector sensor units will be State-furnished as
provided under "Materials" of these special provisions.
Loop wire shall be Type 2.
Loop detector lead-in cable shall be Type B .
The third paragraph of Section 86-5.0IA(5), "Installation Details; of the Standard
Specifications is amended to read:
Slots cut in the pavement shall be washed clean, blown out and thoroughly dried
before installing conductors. Residue resulting from slot cutting operations shall not be
permilled to flow across shoulders or lanes occupied by public traffic and shall be
removed from the pavement surface before any such material flows off of the pavement
surface. Residue from slot CUlling operations shall be disposed of outside the highway
right of way in accordance with Section 7-1.13.
At the Contractor's option, where a Type A or a Type B loop is indicated on the plans,
a Type E loop may be substituted. .
The diameter and spacing of the Type E detector loops, shown on Standard Plan
ES-5B, is changed to 6 feet and 10 feet, respectively. The sides of the slot shall be vertical
and the minimum radius of the slot entering and leaving the circular pari of the loop shall be
1 1/2 inches. Slot width shall be a maximum of 3/4 inch. Loop wire for circular loops
shall be Type 2. Slots of circular loops shall be filled with elaslOmeric sealant or hot melt
rubberized asphalt sealant
10-3.12 LUMINAIRES.--
310 waii High Pressure Sodium cut-off luminaires (with integral lag regulator ....nut)
shall be relocated from adjacent lighting standards (that are to be removed) to the mast
arms of the traffic signal standards being installed, as shown on the plans. The Luminaires
shall be cleaned and relamped.
A fused splice connector shall be furnished and installed in the pull box adjacent 10 the
signal standard that has the luminaire installed on it
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10.3.13 INTERNALLY ILLUMINATED STREET NAME SIGNS.--
Internally illuminated Street nanle signs shall be Type A.
Interstate route shields where required on the sign panel shall be silk-screened on the
panel. Blue and red colors of the route shield shall match the colors found on new interstate
route shields used on freeway signs.
10.3.14 REMOVING, REINSTALLING OR SALVAGING
ELECTR1CAL EQUlPMENT.--Salvaged electrical materials shall be hauled to the
District Redistribution Center, 5th Street and Viele Avenue, Beaumont. California and
stockpiled.
The Contractor shall provide equipment, as necessary, to safely unload and stockpile
the material. A minimum of two working days notice shall be given prilr to delivery.
Hauling and stockpiling of electrical materials shall be performed Mondays through
Fridays, except holidays, during the working hours of the Redistribution Center.
10.3.15 PA YMENT...The contract lump sum price or prices paid for signal and
lighting shill include bridge mounted signs and internally illuminalr:d street name signs.
Full compensation for loading, off loading and hauling electrical materials shall be
considered as included in the contract price paid for the item requiring the material to be
hauled, and no additional compensation will be allowed therefor.
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94 367
A G R E E MEN T
CITY OF SAN BERNARDINO
THIS AGREEMENT is made and concl uded thi s / gl!-:- day of
-L>e~~~eV' , 1994, between the City of San Bernardlno (hereinafter
"City J, and .. -11/lr/OICORJlOltA-TldV-- (hereinafter "Contractor").
1. For and in consideration of the payments and agreements
herei nafter menti oned, to be made and performed by the Ci ty, and under the
conditions expressed in the bond as deposited with the City, receipt of
whi ch is hereby acknowl edged, Contractor agrees wi th the Ci ty. 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
CONSTRUCTION ON STATE HIGHWAY IN SAN BERNARDINO COUNTY,
IN SAN BERNARDINO FROM 0.1 MILE SOUTH TO 0.1 MILE NORTH OF
UNIYERSITY PARKWAY UNDERCROSSING DISTRICT 08, ROUTE 215
in strict conformity with Plans and Special Provisions No. --9175- , and
also in accordance with Standard Specifications, State of Callfornia,
Department of Transportation, dated July, 1992, on file in the Office of the
Ci ty Engi neer, whi ch said Special Provi sions, and Standard Specifi cati ons
are hereby especially referred to and by such reference made a part thereof.
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 accordi ng to the Pl ans
and Special Provisions, and requirements of the Engineer under them.
"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
sale, lease, sublease, transfer, use, occupancy, tenure, subcontractor, or
enjoyment of the premises related to herein, 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, location, number, use or occupancy of tenants, lessees,
subtenants, sub 1 essees, subcontractor, or vendees in the premi ses herei n
conveyed. The foregoi ng covenants shall run wi th the 1 and. ..
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AGREEMENT: CONSTRUCTION ON STATE HIGHWAY IN SAN BERNARDINO COUNTY, IN SAN
BERNARDINO FROM 0.1 MILE SOUTH TO 0.1 MILE NORTH OF UNIVERSITY
94 367 PARKWAY UNDERCROSSING DISTRICT 08, ROUTE 215
3. City hereby promi ses and agrees wi th 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 ti me, in the manner, and upon the condi ti ons 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.
4. It is further expressly agreed by and between the parties hereto
that should there by any conflict between the terms of this instrument and
the bid or proposal of said Contractor, then this instrument shall control
and nothing herein shall be considered as an acceptance of said terms of
said proposal conflicting herewith.
IN WITNESS WHEREOF, the parti es of these present have hereunto set
their hands the year and date first above written.
CITY OF SAN BERNARDINO
~.. 1.4 '
BY: /, _ 'iAfi-e-'---.
, ~INO, ayor
City of San Bernardino
CONTRACTOR
Name of Firm:
.;, ?~4
TITLE: \) -Ie 't ~ \'2_<;'\~ '1_'\'\-\
MAILING ADDRESS:
Q [) 0,0,'{. S])Cf)(')
~<:\ ~'7\ (\~\.<.\;(\D
ATTEST:
a~~
'-RACHEL CLARK, City Clerk
~ 'f\-
,
C\6-L\ \'"A-.
APPROVED AS TO FORM
AND lEGAL CONTENT:
JAMES F. PENMAN, City Attorney
PHONE NO.: C\N4--K(i,C::yC(~t()
By:
c:~
..s('~l'(~ Se I
JO,IU Insurance Company
" Amt.9rcan Fidelity Company
Amencan Home Assurance Company
Granite State Insurance Company
Illinois National Insurance Company
The Insurance Company of the State of Pennsylvania
National Union Fire Insurance Company of Pittsburgh, Pa.
New Hampshire Insurance Company
94 3~-
.,
Q,~=m.
American International Companies
Principal Bond Office
70 Pine Street. New York. N. Y_ 10270
PERFORMANCE BOND
CALIFORNIA - PUBLIC WORK
KNOW ALL MEN BY THESE PRESENTS:
That
MATICH CORPORATION
,as Principal, and
AMERICAN HOME ASSURANCE COMPANY
,as Surety, are held and firmly bound
THREE HUNDRED
SAN BERNARDINO DEPARTMENT OF PUBLIC WORKS/
ENGINEERING
FORTY ONE THOUSAND THREE HUNDRED FORTY ONE
, as Obligee, in the sum of
unto
& 00/100
Dollars
($ 341,341.00------.,. for the payment of which sum, well and truly to be made, the Principal and Surety bind themselves, their
heirs, executors, administrators, successors and assigns. jointly and severally. firmly by these presents.
WHEREAS, The Principal has entered into a written contract dated
DECEMBER 5TH, 1994
with the Obligee lor
CONSTRUCTION ON STATE HIGHWAY IN SAN BERNARDINO COUNTY, IN THE CITY OF SAN BERNARDINO
FROM 0.1 MILE SOUTH TO 0.1 MILE NORTH OF UNIVERSITY PARKWAY UNDERCROSSING,
DISTRICT 08, ROUTE 1-215
which contract is by reference made a part hereof.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH. that if the said Pnncipal shall well and truly do the said work.
and fulfill each and every of the covenants. conditions and requirements of the said contract in accordance with the plans and specifications,
then the above obligation shall be void, otherwise it shall remain in full torce and virtue.
No right of action shall accrue under this bond to or for the use of any person other than the Obligee named herein.
Signed, sealed and dated
DECEMBER 8TH, 1994
~G~"U~ ~~n,'Gj '~
(Wltnessl
MATICH CORPORATION
{. ,/_ ....-;:rinciP31)
~ J
Byf./Prl
\\(l"L H"::,\~'tX\~
(Seal)
(Titlel
Premium $ 2 ,020.00
subject to adjustment at current manual rates
AMERICAN HOME ASSURANCE COMPANY
I~
-. ~
~ 1/
JANINA BEAUDRY,
Bond No.
145061
29592 (9/80)
,
.
367
CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT
94
state of California
County of
On 12/8/94
Date
ORANGE
before me,
MECHELLE HUA
Notary Public
personally appeared
JANINA BEAUDRY
Name of Signer(s)
[3 personally known to me - OR - 0 proved
il.~<;~;'~~. . . ~E.C~~L~~ ~~A' . if
N!~ COMM. #1033917 ~
~ ~#~ ilOTABY PUBLIC -CALIfORNIA Cl
~ \..i~ ORANGE COUNTY N
11 MY COM'.ISSION EXPIBES JULY 31. 1998 It
I ... . ~ . . ... ... . .. . ... .... 1
.................. .
to me on the basis of satisfactory evidence
to be the person(s) whose name(s) is/are subscribed to
the within instrument and acknowledged to me that
he/she/they executed the same in his/her/their
authorized capacity (ies), and that by his/her/their
signature(s) on the instrument the person(s)or the
entity upon behalf of which the person(s) acted,
executed the instrument.
WITNESS my hand and official seal.
n1uMiJuJ
Signature of Notary
'l!i;,~tlllffJti~~llltllll"'llill'illftlilil<ii'I'il':'!illlll~ll!llllli!II\I!llllll'ij!illll'illlll";'lllllll!lillllllillte,!
Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent rc:altlchrnent of this form.
CAPACITY CLAIMED BY SIGNER
DESCRIPTION OF ATTACHED DOCUMENT
o INDIVIDUAL
o CORPORATE OFFICER
TITLE OR TYPE OF DOCUMENT
TITLE(S)
o PARTNERS ( S )
o LIMITED
o GENERAL
NUMBER OF PAGES
[XI ATTORNEY-IN-FACT
o TRUSTEE ( S )
o GUARDIAN/CONSERVATOR
o OTHER:
DATE OF DOCUMENT
SIGNER IS REPRESENTING:
NAME OF PERSON(S) OR ENTITY(lES)
SIGNER{S) OTHER THAN NAMED ABOVE
94 367
. Worldwide
,... . , Bonding
American International Companies.
AIU Insurance Company
American Home Assurance Company
Granite State Insurance Company
The Insurance Company of the State of Pennsylvania
National Union Fire Insurance Company of Pittsburgh. Pa.
New Hampshire Insurance Company
Principal Bond Office
70 Pine Street,. New York. N.Y. 10270
PAYMENT BOND
CALIFORNIA - PUBLIC WORK
KNOW ALL MEN BY THESE PRESENTS:
That
MATTCH CORPORATION
, as Principal, and
AMERICAN HOME ASSURANCE COMPANY . as Surety. are held and firmly bound
unto any and all persons named in California Civil Code Section 3181 whose claim has not been paid by the Principal in the sum of
THREE HUNDRED FORTY ONE THOUSAND THREE HUNDRED FORTY ONE & 00/100
Dollars
($ 341,341.00------1. for the payment of which sum. well and truly to be made, the Principal and Surety bind themselves. their
heirs, executors, administrators, successors and assigns, jointly and severally. firmly by these presents.
WHEREAS, The Principal has entered into a written contract dated
DECEMBER 5TH, 1994
with
SAN BERNARDINO DEPARTMENT OF PUBLIC WORKS/ENGINEERING
for
CONSTRUCTION ON STATE HIGHWAY IN SAN BERNARDINO COUNTY, IN THE CITY OF SAN BERNARDINO
FROM 0.1 MILE SOUTH TO 0.1 MILE NORTH OF UNIVERSITY PARKWAY UNDERCROSSING.
which contract is by reference made a part hereof. DISTRICT 08, ROUTE 1-215
NOW, THEREFORE. THE CONDITION OF THIS OBLIGATION IS SUCH, that if the above bounden Principal, contractor. parson, com-
pany or corporation, or his or its sub.contractor, fails to pay any claimant named in Section 3181 of the Civil Code of the State of Califor.
nia, or amounts due under the Unemployment Insurance Code, with respect to work or labor performed by any such claimant, that the
Surety on this bond will pay the same, in an amount not exceeding the aggregate sum specified in this bond, and also, in case suit is brought
upon this bond, a reasonable attorney's fee, which shall be awarded by the court to the prevailing party in said suit, said attorney's fee to be
taxed as costs in said suit.
This bond shall inure to the benefit of any person named in Section 3181 of the Civil Code of the State of California so as to give a right of
action to them or their assignees in any suit brought upon this bond.
This bond is executed and filed to comply with the provisions of the act of the legislature of the State of California as designated in Civil
Code, Sections 3247.3252 inclusive, and all amendments thereto.
Signed, sealed and dated
DECEMBER 8TH, 1994
~~~\U
1\ ;R _ (\, ~ CJ I . ,
(Witn...' (\
MATICH
(Seal)
Ly
(Title)
29593 (3, 84)
Bond No_ 145061
Premium included in performance bond
94 367
CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENf
State of California
County of
On 12/8/94
Date
ORANGE
before me,
ME CHELLE HUA
Notary Public
personally appeared
JANINA BEAUDRY
Name of Signer(s)
D! personally known to me - OR - 0 proved
. A . _ . . . . . . & ~ & & . . . ~ ~
i\ I?;t;~, MECHELLE HUA !~
8 g(~ COMM. #1033917 ~
~ ~~, nOTAHY PUB:IC -CALIFORNIA 0
::; ,.~ ORANGt. COUNTY N;
j! M~ COM'AISSIOH EXPIRES JULY 31. 1998 It
~ ." . _ .- ~ . . . . . . . . T 1
to me on the basis of satisfactory evidence
to be the person(s) whose name(s) is/are subscribed to
the within instrument and acknowledged to me that
he/she/they executed the same in his/her/their
authorized capacity (ies), and that by his/her/their
signature(s) on the instrument the person(s)or the
entity upon behalf of which the person(s) acted,
executed the instrument.
WITNESS my hand and official seal.
h1JvJlJwJ
Signature of Notary
tltllillftllllllllllllt\tI'illllltlll';!li1llt:liI11tlllllilil111:II:i!;ltllflllllltlllllll!;II'I;llllllltliit;tllllitlll11111111
Though the data below is nOI required by law, it may prove valuable to persons n:lying on the document and could prevent fraudulent reattachment of this form.
CAPACITY CLAIMED BY SIGNER
DESCRIPTION OF ATTACHED DOCUMENT
o INDIVIDUAL
o CORPORATE OFFICER
TITLE OR TYPE OF DOCUMENT
TITLE(S)
o PARTNERS ( S )
o LIMITED
o GENERAL
NUMBER OF PAGES
[XI ATTORNEY-IN-FACT
o TRUSTEE ( S )
o GUARDIAN/CONSERVATOR
o OTHER:
DATE OF DOCUMENT
SIGNER IS REPRESENTING:
NAME OF PERSON(S) OR ENTITY(lES)
SIGNER(S) OTHER THAN NAMED ABOVE
94 :C7
American Home Assurance Company
National Union Fire Insurance Company of Pittsburgh, Pa.
Principal Bond Office: 70 Pine Street. New York, NY 10270
KNOW ALL MEN BY THESE PRESENTS:
POWER OF ATTORNEY
No_ 04-B-3429S
That American Home Assurance Company. a New York corporation, and National Union Fire Insurance Company of Pittsburgh,
Fa_, a Pennsylvania corporation, docs each hereby appoint
-Mike Parlzlno, Harriet Lambell, James W. Moilanen, Margareta T. Hierl, Judith K. Cunningham, John M. Garrett,
RDbert M. Minot, Janina Beaudry: of Santa Ana, Califomia-
its true and lawful Attomey(s)-in-Fact, with full authority to execute on its behalf bonds, undertakings, recognizances and other
contracts of indemnity and writings obligatory in the nature thereof. issued in the course of its business. and to bind the respective
company thereby_
IN WITNESS WHEREOF, American Home Assurance Company and National Union Fire Insurance Company of Pittsburgh, Pa.
have each executed these presents
thisJQ..day of November, 1993.
-:?~~Qd
William D. Smith President
STATE OF NEW YORK }
COUNTY OF NEW YORK}n.
~-t'C"'(-/ r;;'rL'
On this 30!!Lday of November 93, before me came
the above named officer of American Home Assurance
Company and National Union Fire Insurance Company of
Pittsburgh, Pa_, to me personally known to be the individual'- PAUl mE K. WILLIAMS
and officer described herein, and acknowledged that he Nota'y Publ;,_ 51". of New Yorl<
executed the foregoing instrument and affixed the seals of . . No. 31-4972606
.. .. Oualifled In New York County
S3.1d corporatlons thereto by authonty of his office. Certificate Filed in New York County
Conuni$$ion Expires October 1, 195J/
"';-i...J.)
CERTIFICATE
Excerpts of Resolutions adopted by the Boards of Directors of American Home Assurance Company and National Union Fire Insurance Company of
PiltJihurgh, Pa. on May 18,1976:
"RESOLVED, that the Chairman of the Board, the President, or any Vice President be, and hereby is, authorized to appoint Attorneys-in-Fact to represent
and act for and on behalf of the Company to execute bonds, undertakings, recognizances and other contracts of indemnity and writings obligatory in the nature
thereof, and to attach thereto the corporate seal of the Company, in the transaction of its surety business;
"RESOLVED, that the signatures and attestations of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any
certificate relating thereto by facsimile, and any Guch Power of Attorney or certificate bearing such faa;imile signatures or facsimile seal shall be valid and
binding upon the Company when so afftxed with respect to any bond, undertaking, recognizance or other contract of indemnity or writing obligatory in the
nature thereof;
"RE.<iOLVED, that any such Attorney-in-Fact delivering a secretarial cfrtification that the foregoing resolutions still be in effect may insert in such
certification the date thereof, said date to be not later than the date of delivery thereof by such Attorney-in-Fact."
I, Elizabeth M. Tuck. St~crt':tary of American Home Assurance Company and of National Union Fire Insurance Company of Pittsburgh, Pa. do hereby certify
that the foregoing excerpts of Resolutions adopted by the Boards of Directors of these corporations, and the Powers of Attorney issued pursuant thereto, are
true and correct, IJ.nd that both the Rcs0Jutions and the Powers of Attorney are in full force and effect.
IN WITNESS WHEREOf, I have hereun!,) set my hand and affixed the facsimile seal of each corporation
this _8.TIL day of DECEMBER .19 94.
~za~T~1;=-
.
94 367
RIDER ADDING ADDITIONAL OBLIGEE
To be attached to end form a port of Bond No.
DECEMBER
9 94
. 1 _, Issued by
1 L. <;Oh 1 . dOled the
AYiliRICAN HOME ASSURANCE
8TH
COMPANY
:icy of
as Surety, on
behalf of
MATICH CORPORATION
. os Prlnc:pol
in fovor of
SAN BERNARDINO DEPARTMENT OF PUBLIC WORKS/ENGINEERING
os Obl'gee_
WHEREAS. upon the request of the Principal and Obligee the attached bond is hereby amended to odd
STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION
OS on additional obligee
PROVIDED, HOWEVER, there sholl be no liobi/;ty under this bond to the Obligees, or e"her of them.
unless the SOld Obligees. or either of them. sholl make payments to the Principal strictly in accordance with the
terms of SOld contract os to payments, and sholl perform 011 of the other obligations to be performed !.Jnder said
contract at the time and in the manner therein set forth; 011 of the octs of one Obligee being binding on the other.
The ottached bond shall be subject to all of its terms, conditions and limitations except as herein
modified.
SIgned, sealed and dated thiS
8TH
~ay of
DECEMBER
19 94
ACCE PTED:
MATICH CORPORATION
~
j.qINCIPAl.. NA'''E'O I'" 90NO
to\{
SAN BERNARDINO DEPARTMENT OF PUBLIC WORKS/ENGINEERING
.:.:II.......t.E ....A....EO I"" 80....0
...
9 4 3 iY;'
CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT
State of California
county of
on 12- 8-94
Date
ORANGE
before me.
JANINA BEAUDRY
Notary Pul:llic
?8rsonally appeared
MARGARETA T. HIERL
Name of Signer(s)
j(~:~t:~:~;~~~..,-! "':;'~"":~~':'8~~~'~~~ ~ Il
';J - "~',' '-' "'.'" ,r
p, (; ,,,;1, it-lG2:-;77 :;::
~.' ;L n y f'lr::l;C-C;\'.ir2::~il:)' ~
OJ';;,;! :C':;: ';(;U~lY ~ \-.
MY {; ,. i;:fl 2.4. 1J93 f'
p.;..,,~
to me on the basi. of satisfactory~..X~e
to be the personCs) whose name(s) is/are subscribed
the within inst=ent and acknowledged to me th
he/she/they executed the same in his/her/ths.
authorized capacity (ies) . and that by his/her/ths'
signature(s) on the inst=ent the personCs)or t
entity upon behalf of which the person(s) acts
executed the instrument.
gg personally known to me - OR - 0 proved
my hand. ~'7, d OftiCA-d.
ClJLUltvOOLLdLL
nature of Notary
Tboup Cbt: cLua below ia GOt raquind b1law. it may prove ........,..10 pcnou rdyina: oam. clocumeat and could p,."nt CrauduJenl ruuadUnlIal or dIU Corm.
CAPACITY CLAIMED BY SIGNER
DESCRIPTION OP ATTACHED DOCOHENT
:J INDIVIDUAL
CJ CORPORATE OFFICER
TITLE OR TYPE OF lXlCUMDoT
TIT1.E(S)
CJ PARTIlERS (S)
o LIMITED
o GEIlERAL
NUMBI!Jl OF PAGES
all ATTORNEY-IN-FACT
o TRUSTEE (S )
o GUARDIAN/CONSERVATOR
o OTHER:
DATE OF DOCUMENT
SIGJIElt IS REPUSEN'rIHG:
SAME OF PERSON($) OR. ENTITY(IES)
SIGNER(S) anIl!Jl THAN NAMED AIIOVE
-94 33'794 3r-'~
American Borne Assurance Company .N'
National Union Fire Insurance Company of Pittsburgh, Pa.
Principal Bond Office: 70 Pine Street, New York. NY 10270
..
J
POWER OF A TfORNEY
No. 04-B-3429S
KNOW ALL MEN BY THESE PRESENTS:
1bat American Horne Assurance Company, a New York corporation, and National Union Fire Insurance Company of Pittsburgh,
Pa.. a Pennsylvania corporation, does each hereby appoint
-Mike Parizlno, Harriet Lambell, Jamell W. Moilanen, Margareta T. Hierl, Judith K Cunningham, John M. Garrett,
Robert M. Minot, Janina Beaudry: of Santa Ana, Califomla-
its true and lawful Attorney(s)-in-Fact, with full authority to execute on its behalf bonds, undertakings, recognizances and other
contracts of indemnity and writings obligato!)' in the nature thereof. issued in the course of its business, and to bind the respective
company thereby_
IN WITNESS WHEREOF. American Home Assurance Company and National Union Fire Insurance Company of Pittsburgh, Pa_
have each executed these presents
this.1Q...day of November. 1993_
/4~Qd:
William D_ Smith President
STATE OF NEW YORK }
COUNTY OF NEW YORK}...
---t'C<J.tr/ J?;,lC' ""'
On this 30!!Lday of November 93, before me came
the above named officer of American Home Assurance
Company and National Union Fire Insurance Company of
Pittsburgh. Pa_, to me personally known to be the individual:'- PAUlmE K. WILLIAMS
and officer described herein, and acknowledged that he Not"y Publ;" St.te of New Yorl?
executed the foregoing instrument and affixed the seals of .. No. 31-4972606
.. .. Oualifled In New York County
wd corporatIons thereto by authonty of his office. Certificate Filed in New York County
Commi.uion fx.pire5 October 1, 19~/
CERTIFICATE
Excerpts of Resolutions adopted by the Boards of Directors of American Home Assurance Company and National Union Fire Insurance Company of
Pittsburgh, Pa. on May 18,1976:
-RESOLVED, that the Chairman of the Board, the President, or any Vice President be, and hereby is, authorized to appoint Attorneys-in-Fact to represent
and act for and on behalf of the Company to execute bonds, undertaking5, recognizances and other contracts of indemnity and writings obligatory in the nature
thereof, and to attach thereto the corporate seal of the Company, in the transaction of its surety business;
"RESOLVED, that the signatures and attestations of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any
certilicate relating thereto by facsimile, and any such Power of Attorney or certificate bearing I>uch facsimile signatures or facsimile seal shall be valid and
binding upon the Company when so afftxed with respect to any bond, undertaking. recognizance or other contract of indemnity or writing obligatory in the
nature thereof;
"RESOLVED, that any such Attorney-in-Fact delivering a secretarial cp1ification that the foregoing resolutions fit ill be in effect may insert in such
certification the date thereof, said dat: to be not later than the date of delivery thereof by such Attorney.in.Pact."
I, Elizabeth M. Tuck, Secretary of American Home Assurance Company and of National Union Pire Insurance Company of Pittsburgh, Pa. do hereby certify
that the foregoing excerpts of Resolutions adopted by the Boards of Directors of these corporations, and the Powers of Attorney issued pUf5uant thereto, are
true and correct, and that both the Resolutions and the Powers of Attorney are in full force and effect.
IN WITNESS WH~REOP, I have hereunto set my hand and affLXed the facsimile seal of each corporation
thi,8TH _day of DECEMBER .19 94.
~mbe~T~1s~