HomeMy Public PortalAboutNotice to Contractors and Special Provisions for Construction on City Streets in the City and County of San Mateo Fashion Island Boulevard at Southbound US 101 Ramps and 19th Avenue at Grant Street, #90-79141 - ..
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1 CITY OF SAN MATEO
1 NOTICE TO
1 CONTRACTORS
1 AND
1 SPECIAL. PROVISIONS
' FOR CONSTRUCTION ON
1 CITY STREETS
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IN
T11E CITY AND COUNTY OF SAN MATED
Fashion Island Boulevard at Southbound US 101 Ramps
and f�)
19th Avenue at Grant Street ?
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For use in Connection with Standard Specifications Dated January,
1988, Standard Plans Dated January, 1988, General Prevailing Wage
Rates Dated April 1991 and Labor Surcharge And Equipment Rental
Rates.
CITY PROJECT No. 90.7913
1 Federal Aid Project No. M-3072(121)
CPR -L089(796)
City of San Mateo
1 330 W 20th Avenue
San Mateo, California 94403
(415) 377-3315
1 Bids Open: July 16, 1991
Dated: May 1991
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**********************************************
SPECIAL NOTICE
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The bidder's attention is directed to the section entitled "Required Listing of Subcontractors" in Section
2 of the special provisions regarding the requirement that the proposed subcontractors are now to be listed in
the bid proposal for items of work or portions thereof to be subcontracted in excess of one-half of one
percent of the total bid or S10,000, whichever is greatest.
On projects with DBE goals the subcontractor listing requirement, referred to above, is in addition to
the DBE subcontractor listing requirements.
**********************************************
The bidders attention is directed to the State and Federal laws concerning fraud, bribery, collusion,
conspiracy, and making false statements in connections with bidding upon, award of, or performance of any
public works contract.
The U.S. Department of Transportation, Office of Inspector General, has established the following
telephone hotline to report violations.
In California call 1.800-S45-7496
Outside California call 1-800.4244071
Confidentiality may be maintained and callers may remain anonymous.
**********************************************
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1 CITY OF SAN MATEO
1 PROPOSAL
1 AND
1 CONTRACT
1 FOR CONSTRUCTION ON
1 CITY STREETS
1 114
THE CITY AND COUNTY OF SAN MATEO
1 Fashion Island Boulevard at Southbound US 101 Ramps
and
19th Avenue at Grant Street
1 For use in Connection with Standard Specifications Dated January,
1 1988, Standard Plans Dated January, 1988, General Prevailing Wage
Rates Dated April 1991, and Labor Surcharge And Equipment Rental
Rates.
•
CITY PROJECT No. 90.7914
Federal Aid Project No. M-3072(121)
1 CPR -L089(796)
City of San Mateo
1 330 W 20th Avenue
San Mateo, California 94403
(415)377.3315
1 Bids Open: July 16, 1991
Dated: May 1991
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TABLE OF CONTENTS
NOTICE TO CONTRACTORS ---- - -- - ---- 1
SPECIAL PROVISIONS.... ...... ____...-_._-....__.._-__._.__ ------»----»-- - .- 4
SECTION 1. SPECIFICATIONS AND PLANS --•--•-•- 4
SECTION 2. PROPOSAL REQUIREMENTS AND CONDITIONS ... _ ._••»-•-»••-••• - 5
2-1.01 GENERAL _ ............................... . _._.._- __... »._.�_ _._.._..._.. __ 5
2.1.015 FEDERAL LOBBYING RESTRICTIONS _ » -•--» •••-••• ---•- -- 5
2-1.016 DESIGN ENGINEER MAY NOT BID ON CONSTRUCTION CONTRACT 6
2-1.02 DISADVANTAGED BUSINESS » •••--•-•- 6
2.1.03 DBE GOAL FOR THIS PROJECT 7
2-1.04 REQUIRED LISTING OF PROPOSED SUBCONTRACTORS 7
SECTION 3. SUBMISSION OF DBE INFORMATION, AWARD, AND EXECUTION OF 8
CONTRACT
3-1.01 GENERAL 8
3-].O1A DBE INFORMATION 8
3.1.01B AWARD OF CONTRACT 9
SECTION 4. BEGINNING OF WORK, TIME OF COMPLETION AND LIQUIDATED
DAMAGES 9'
SECTION 5, GENERAL 10
SECTION 5-1. MISCELLANEOUS 10
5.1.01 DIFFERING SITE CONDITIONS 10
5-1.02 LABOR NONDISCRIMINATION 11
5-1.03 SUSPENSION OF WORK 11
5.1.04 LABOR CODE REQUIREMENTS 12
5.1.05 PUBLIC SAFETY 12
5-1.06 FORCE ACCOUNT PAYMENT 13
5.1.07 PAYMENT OF WITHHELD FUNDS 15
5.1.08 DBE RECORDS 15
5-1.09 PERFORMANCE OF DBE SUBCONTRACTORS AND SUPPLIERS 15
5.1.1 SUBCONTRACTING 16
5.1.11 HIGHWAY CONSTRUCTION EQUIPMENT 17
5-1.12HAZARDOUS WASTE IN EXCAVATION 17
5.1.13 SOUND CONTROL REQUIREMENTS 18
5.1.14 PROJECT APPEARANCE 18
5.1.15 EXAMINATION OF THE SITE 19
5.1.16 SURVEYING 19
5-1.17 ATTORNEY FEES 19
5-1.18 NOTICE OF POTENTIAL CLAIM. 19
5-1.19 CHANGES INITIATED BY THE AGENCY 20
5-1.20 LOCATION OF UTILITIES 20
5.121 CONSTRUCTION SCHEDULE. 10
5-122 DELAYS AND EXTENSIONS OF TIME 20
5-1.2.3 HOURS OF LABOR 20
5.1.24 PERMITS AND LICENSES 21
5.125 AFFIRMATIVE ACTION, NON-DISCRIMINATION POLICY. '1
5-1.26 LOWEST RESPONSIBLE BIDDER. '1
5-1.27 CERTIFICATE ON NONDISCRIMINATION 21
5.128 NOTICE TO SOURCES OF EMPLOYEE REFERRALS '1
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10.3.11 CONTROLLER ASSEMBLIES _ ..-__ . 41
10.3.11a CITY -FURNISHED CONTROLLER ASSEMBLIES..._ 42
10.3.12a VEHICLE SIGNAL FACES AND SIGNAL HEADS _ _ — .---••••--•••••-•-••- 42
10-3.12b PEDESTRIAN SIGNALS _..........__.. ..___.._ _
43
10.3.13 DETECTORS... 43
10.3.14 PEDESTRIAN PUSH BUTTONS...._......._.... .._ » — ----•—••- •44
10.3.15 LUMINAIRES ._.__. .. _ _. ...»._...._......_ _ _ +.........»....44
10.3.17 INTERNALLY ILLUMINATED STREET NAME SIGNS 45
10.3.18 REMOVING, REINSTALLING OR SALVAGING ELECTRICAL EQUIPMENT 45
10.3.19 PAYMENT.._-..______ ._ __ __ . —»•-- 46
SECTION 11. (Blank) 46
SECTION 12. (Blank) 46
SECTION 13. (Blank) _ __.... ._....._._ ..__.» ..._......._ 46
SECTION 14. FEDERAL REQUIREMENTS FOR FEDERAL -AID CONSTRUCTION
PROJECTS _ 46
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jtEOUIRED BID DOCUMENTS
-- PROPOSAL
-•• .CERTIFICATE. OF PERFORMANCE OF PREVIOUS CONTRACTS
—• LIST OF SUBCONTRACTORS
-•• PUBLIC CONTRACT CODE SECTION 10285.1
— PUBLIC CONTRACT CODE SECTION 10162
-- PUBLIC CONTRACT CODE SECTION 10232
— TITLE 23 SECTION 112 NON -COLLUSION AFFIDAVIT ;,
-- DEBARMENT AND SUSPENSION CERTIFICATION (Consultants )
—• DEBARMENT AND SUSPENSION CERTIFICATION (&skiers) . .
-•• SIGNATURE OF BIDDER (Wuh Big Arrow )
-- BIDDER'S BOND
--- BIDDER DBE INFORMATION
.-- GUARANTY
»- CONTRACT (It Must Include All Necessary Articles )
—• CONTRACT SIGNATURE SHEET
— PERFORMANCE BOND
_• PAYMENT BOND
FEDERAL MINIMUM WAGES
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Sac Fed DBE'S WK 01.II-91
CITY OF SAN MATEO
NOTICE TO CONTRACTORS
FEDERAL AID PROJECT No. M- 3072(121)
CPR•1.089(796)
CITY PROJECT No. 90.7914
Fashion Island Boulevard at Southbound US 101 Ramps
and
19th Avenue at Grant Street
Sealed proposals for the work shown on the plans entitled:
CITY OF SAN MATEO; DEPARTMENT OF PUBLIC WORKS;
PROJECT PLANS FOR CONSTRUCTION OF TRAFFIC SIGNALS AND SIGNAL
INTERCONNECT, FASHION ISLAND BOULEVARD AT SOUTHBOUND US 101
RAMPS AND 19TH AVENUE AT GRANT STREET
will be received at the City of San Mateo Department of Public Works, 330 W Twentieth Avenue, San
Mateo, California 94403.1388, until 2 o'clock p.m. On July 16,1991 at which time they will be publicly opened
and read at said address.
Proposal forms for this work are included in a separate book entitled:
CITY OF SAN MATEO; DEPARTMENT OF PUBLIC WORKS;
PROJECT PLANS FOR CONSTRUCTION OF TRAFFIC SIGNALS AND SIGNAL
INTERCONNECT, FASHION ISLAND BOULEVARD AT SOUTHBOUND US 101
RAMPS AND 19TH AVENUE AT GRANT STREET
General work description: Installation of Traffic Signals and Interconnect.
This project bas a goal of eleven (11) percent disadvantaged business enterprise (DBE) participation.
No pre -bid meeting is scheduled for this project.
THIS PROJECT IS SUBJECT TO THE "BUY AMERICA" PROVISIONS
OF THE SURFACE TRANSPORTATION ASSISTANCE ACT OF 1982.
Bids are required for the entire work described herein.
At the time the contract is awarded, the Contractor shall possess Class C-10 License.
This contract is subject to state contract nondiscrimination and compliance requirements pursuant to
Government Code, Section 12990.
San Maio, Fashion Island BA d. Signets
P90245:0 06/04'91 O%S Associates
Page 1
Sic Fed DBE 'sI oK 01-22-91
1
CITY OF SAN MATEO
NOTICE TO CONTRACTORS
FEDERAL AID PROJECT No. M. 3072(121)
I CPR -L089(796)
CITY PROJECT No. 90.7914
Fashion Island Boulevard at Southbound US 101 Ramps
and
19th Avenue at Grant Street
1
Sealed proposals for the work shown on the plans entitled:
1 CITY OF SAN MATEO; DEPARTMENT OF PUBLIC WORKS;
PROJECT PLANS FOR CONSTRUCTION OF TRAFFIC SIGNALS AND SIGNAL
I INTERCONNECT, FASHION ISLAND BOULEVARD AT SOUTHBOUND US 101
RAMPS AND 19TH AVENUE AT GRANT STREET
I will be received at the City of San Mateo Department of Public Works, 330 W Twentieth Avenue, San
Mateo, California 94403-1388, until 2 o'clock p.m. on July 16,1991 at which time they will be publicly opened
and read at said address.
Proposal forms for this work are included in a separate book entitled:
I CITY OF SAN MATEO; DEPARTMENT OF PUBLIC WORKS;
PROJECT PLANS FOR CONSTRUCTION OF TRAFFIC SIGNALS AND SIGNAL
I INTERCONNECT, FASHION ISLAND BOULEVARD AT SOUTHBOUND US 101
RAMPS AND 19TH AVENUE AT GRANT STREET
I General work description: Installation of Traffic Signals and Interconnect.
This project has a goal of eleven (11) percent disadvantaged business enterprise (DBE) participation.
I No pre -bid meeting is scheduled for this project.
THIS PROJECT IS SUBJECT TO THE "BUY AMERICA" PROVISIONS
I OF THE SURFACE TRANSPORTATION ASSISTANCE ACT OF 1982.
Bids are required for the entire work described herein.
At the time the contract is awarded, the Contractor shall possess Class C-10 License.
I This contract is subject to state contract nondiscrimination and compliance requirements pursuant to
Government Code, Section 12990.
San Mateo, Fashion Island Blvd Signals Page 1
P901J5s0 05104191 OKS Associates
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P r o j e c t p l a n s , s p e c i a l p r o v s , a n d p r o p o s a l f o r m s f o r b i d d i n g t h i s p r o j e c t a n o n l y b e o b t a i n e d a t t h e
C i t y o f S a n M a t e o D e p a r t m e n t o f P u b l i c W o r k s , 3 3 0 W T w e n t i e t h A v e n u e , S a n M a t e o , S a c r a m e n t o ,
C a l i f o r n i a 9 4 4 0 3 - 1 3 8 8 T e l e p h o n e N o . ( 4 1 5 ) 3 7 7 . 3 3 1 5 , a n d m a y b e s e e n a t t h e a b o v e D e p a r t m e n t o f P u b l i c
W o r k s o f f i c e . A n o n r e f u n d a b l e f e e o f 5 3 5 . 0 0 p e r s e t i s r e q u i r e d . A n y q u e s t i o n s r e g a r d i n g t h e c o n t r a c t
d o c u m e n t s s h o u l d b e d i r e c t e d i n w r i t i n g t o M r . O t i s C h a n a t t h e a b o v e a d d r e s s .
S t a n d a r d S p e c i f i c a t i o n s a n d S t a n d a r d P l a n s a r e a v a i l a b l e t h r o u g h t h e S t a t e o f C a l i f o r n i a , D e p a r t m e n t o f
T r a n s p o r t a t i o n , P u b l i c a t i o n s U n i t , 1 9 0 0 R o y a l O a k s D r i v e , S a c r a m e n t o , C A 9 5 8 1 5 , T e l e p h o n e N o .
( 9 1 6 ) 4 4 5 . 3 5 2 0 . F A X o r d e r s f o r S t a n d a r d S p e c i f i c a t i o n s a n d S t a n d a r d P l a n s t h r o u g h t h e P u b l i c a t i o n s U n i t
w i t h c o m p a n y o r f i r m p u r c h a s e o r d e r n u m b e r w i l l b e h o n o r e d , F A X N o . ( 9 1 6 ) 3 2 4 - 8 9 9 7 .
T h e e s t i m a t e d c o n s t r u c t i o n c o s t o f t h i s p r o j e c t i s $ 2 4 9 , 0 0 0 . T h i s e s t i m a t e i s n o t b a s e d o n a ' c o n t r a c t o r ' s
c o s t t a k e o f f " o f t h e p r o j e c t , b u t i s d e r i v e d f r o m a n a v e r a g i n g o f c o s t s f o r w o r k o f s i m i l a r p r o j e c t s i n t h e a r e a
o f w h i c h t h e C i t y i s a w a r e . T h i s f i g u r e i s g i v e n t o i n d i c a t e t h e r e l a t i v e o r d e r o n m a g n i t u d e o f t h i s p r o j e c t a n d
i s n o t i n t e n d e d t o i n f l u e n c e o r a f f e c t i n a n y w a y t h e a m o u n t b i d f o r t h i s p r o j e c t .
A l l b i d s s h a l l b e a c c o m p a n i e d b y a b i d b o n d , a s h i e r ' s c h e c k , o r c e r t i f i e d c h e c k m a d e p a y a b l e t o t h e C i t y
o f S a n M a t e o i n a n a m o u n t n o t l e s s t h a n t e n p e r c e n t ( 1 0 % ) o f t h e a g g r e g a t e a m o u n t o f t h e b i d .
T h e r i g h t i s r e s e r v e d , a s t h e i n t e r e s t o f t h e C i t y m a y r e q u i r e , t o r e j e c t a n y o r a l l b i d s , t o w a i v e a n y
i n f o r m a l i t y i n b i d s , a n d t o a c c e p t , m o d i f y , o r r e j e c t a n y i t e m s o f t h e b i d .
T h e t i m e f o r c o m p l e t i o n f o r t h i s c o n t r a c t s h a l l b e f i f t y ( 5 0 ) w o r k i n g d a y s , b e g i n n i n g f r o m t h e d a t e o f t h e
N o t i c e t o P r o c e e d . ( S e e t h e s p e c i a l p r o v i s i o n s f o r a d d i t i o n a l d e t a i l s a n d r e q u i r e m e n t s ) .
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S a n M a t e o , f a s h i o n I s l a n d B l v d S i g m a & - P a g e 2
P 9 0 2 4 5 x 0 0 6 / 0 4 1 9 1 D K S A s s o c i a t e s
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Project plans, special provisions, and proposal forms for bidding this project can only be obtained at the
City of San Mateo Department of Public Works, 330 W Twentieth Avenue, San Mateo,' Sacramento,
California 94403.1388„ Telephone No. (415)377.3315, and may be seen at the, above Department of Public
Works office. A nonrefundable fee of S35.00 per set is required: My questions regarding the contract
documents should be directed in writing to Mr. Otis Chan at the above address.
Standard Specifications and Standard Plans are available through the State of California, Department of
Transportation, Publications Unit, 1900 Royal Oaks Drive, Sacramento, CA 95815, Telephone No.
(916)445-3520. FAX orders for Standard Specifications and Standard Plans through the Publications Unit
with company or firm purchase order number will be honored,FAX No. (916)324-8997.
The estimated construction cost of this project is $249,000. This estimate is not based on a 'contractor's
cost take off' of the project, but is derived from an averaging of costs for work of similar projects in the area
of which the City is aware. This figure is given to indicate the relative order on magnitude of this project and
is not intended to influence or affect in any way the amount bid for this project. '
All bids shall be accompanied by a bid bond, cashier's check, or certified check made payable to the City
of San Mateo in an amount not less than ten percent (10%) of the aggregate amount of the bid. '
Theright is reserved, as the interest of the City may require, to reject,any or all bids, to waive: any
informality in bids, and to accept, modify, or reject any items of the bid.
The time for completion for this contract shall be fifty (50) working days, beginning from the date of the
Notice to Proceed. (See the special provisions for additional details and requirements). ; ti
San Mateo, Fashion Island Blvd Signals
P90243r0 06104/91 DKS Associates
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The successful bidder shall furnish a payment bond and a performance bond.
The Department of Public Works hereby notifies all bidders that it will affirmatively insure that in any
contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full
opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds
of race, color, or national origin in consideration for an award.
Minimum wage rates for this project as predetermined by the Secretary of Labor are set forth in the
serially numbered books issued for bidding purposes and entitled 'Proposal, and Contract; and in copies of
said book that may be examined at the same offices as described herein before where the plans,
specifications, and proposal forms may be wen. Addenda to modify Federal minimum wage rates will be
issued holders of the above referenced books. If there is a difference between the minimum wage rates
predetermined by the Secretary of Labor and the prevailing wage rates determined by the State for similar
classifications of labor, the Contractor and his subcontractors shall pay not less than the higher wage rate.
Pursuant to Section 1773 of the Labor Code, the general prevailing wage rates in the county in which the
work is to be done has been determined by the Director of the Department of Industrial Relations. These
wage rates appear in the Department of Transportation publication titled General Prevailing Wage Rates,
dated April 1991. Future effective wage rates which have been predetermined and are on file with the
Department of Industrial Relations are referenced but not printed in said publication.
Said City Representative shall report the results of the bidding to the City Council at a later date, at
which time the City Council may award the contract to the lowest responsible bidder as so reported; or as the
City's interest may dictate, City Council may exercise its right to modify the award or to reject any or all bids.
To ensure performance, City reserves the right to retain ten percent (10%) of the contract price for
thirty five (35) calendar days after it record the Notice of Completion. However, pursuant to Government
Code §4590, the contractor may substitute securities for said ten percent (10%) retention. The provisions of
Government Code §4590 are hereby expressly made a part of the contract.
Dated May 1991
San Maeo, Fashon Island Blvd Signals
P90245x0 06!04.;91 DKS Assoc, es
CITY OF SAN MATEO,
lane M. Powell, Mayor
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CITY OF SAN MATEO
DEPARTMENT OF PUBLIC WORKS,
SPECIAL PROVISIONS
SECTION L SPECIFICATIONS AND PLANS
The work embraced herein shall be done in ac nrdance with the City of San Mateo Standard Plans and
Specifications and the Department of Transportation (Caltrans) Standard Specifications datedJanuary,
1988, and the Standard Plans dated January, 1988, insofar as the same may apply and in accordance with the
following special provisions
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.The City of San Mateo
Standard Specifications and Standard Plans take precedence of those published by.Caltrens.:
The first sentence of the first paragraph of Section 1.129, "Plans,". of the Standard Specifications is
amended to read:
The official project plans and Standard Plans, profiles, typical cross sections,: working drawings and
supplemental drawings, or reproductions thereof, approved by the Engineer, which show the locations,
character, dimensions and details of the work to be preformed. '
Definitions and Terms
As used herein, unless the context otherwise requires, the following terms have the following meanings:
Department of Transportation The City Council of the City of San Mateo, California.
Director of Transportation. The City Council of the City of San Mateo, California.
Engineer. The City Engineer of the City of San Mateo, State of California, acting either directly or
through properly authorized agents, such agents acting within the scope of the particular duties
entrusted to them.
)aboratorv. The established laboratory of the Materials and Research Department of the Department
of Transportation of the State of California or laboratories authorized by the Engineer to test materials
and work involved in the contract. .
Late. The City of San Mateo, California. .
Transportation Building - Sacramento. City Hall, City of San Mateo, State of California.
State Highway Engineer. The City Engineer of the City of San Mateo, State of California.
Standard Specifications. The 1988 edition of the Standard Specifications of the State of California,
Department of Transportation. Any reference therein to•the State of California or a State 'agenc ,
office, or officer shall be interpreted to refer to the Ciry or its corresponding.agency, office, or officer
acting under this contract.
San Mateo, fashion Island Blvd 5ignab
P90NSc0 06/0.191 OKS AssocitCes
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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 Conditions," of the Standard Specifications and these special provisions for the
requirements and conditions which be must observe in the preparation of the proposal form and the
submission of the bid.
The last sentence in Section 2-1.01, "Contenu 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," of the Standard Specifications 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 first sentence of the second paragraph in Section 2-1.05, "Proposal Forms," of the Standard
Specifications is amended to read:
The proposal form is bound together with the contract.
The first sentence of the last paragraph in Section 2-1.07, "Proposal Guaranty," of the Standard
Specifications is amended to read:
The bidder's bond shall conform to the bond form in the book entitled "Proposal and Contract" for
the project and shall be properly filled out and executed.
The form of Bidder's Bond mentioned in the last paragraph in Section 2-1.07, "Proposal Guaranty," of
the Standard Specifications will be found following the signature page of the Proposal.
In accordance with Public Contract Code Section 7106, a Noncollusion Affidavit is included in the
proposal. Signing the proposal shall also constitute signature of the Noncollusion Affidavit.
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 subreceipient of a Federal -aid
contract to pay for any person for influencing or attempting to influence a Federal agency of Congress in
connection with the awarding of any Federal grant loan, or the entering into of any cooperative agreement.
if any funds 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 certification for Federal -aid contracts regarding payment of funds to lobby Congress or a Federal
agency is included in the Proposal, Standard Form - 111-, "Disclosure of Lobbying Activities; with
instructions for completion of the Standard Form is also included in the Proposal, Signing the Proposal shall
constitute signature of the Certifications.
The above -referenced certification and disclosure of lobbying activities shall be included in each
subcontract and any lower -tier contracts exceeding 5100,000. All disclosure forms,but nor 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 requires disclosure or that materially affects the
accuracy of the information contained in any disclosure form previously filed by the Contractor,
San Mato, Fashion Island Blvd Signals
P 0245x0 06.y04,i91 DKS Associates
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subcontractors and any lower -tier contractors. An event that materially affects the accuracy of the
information reported included:
(1)A cumulative increase of $25,000 or more in the amount paid or expected to be paid for influencing or
attempting to influence a covered Federal action; or
(2)A change in the person(s) or individuals) influencing or attempting to influence a covered action; or
(3)A change in the officer(s), employee(s), or member(s) conucted to influence or attempt to influence
a covered 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 firms 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.
2-1.02 DISADVANTAGED BUSINESS. —This project is subject to Part 23, Tide 49, Code of
Federal Regulations entitled 'Participation. By Minority: Business Enterprise In Departmentof
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 US. 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 to do so, r'
(c) A DBE may participate as a subcontractor, joint venture partner with a prime or subcontractor,
or vendor of material or supplies;
(4) 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 venturer
must submit either Schedule B of the Regulations or California Department. Of Transportation, Form
CR5A, "Information for Determining Disadvantaged Business and Woman Owned Business Enterprise
Joint Venture Eligibility";
(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) Twenty percent of the amount to be paid to DBE trucking brokers who do not have a
"certified roster
(iii) One hundred percent of the amount to be paid to DBE trucking brokers who have:
a. signed agreements that all trucking will be performed by DBE truckers if credit is toward
DBE goal.
b. a "certified roster" showing that all trucks are owned by certified DBEs, and
c. a signed statement on the "certified roster that indicates that 100 percent of revenue paid
by the broker will be paid to the DBEs listed on the "certified roster.
(iv) Twenty percent of the amount to be paid to trucking brokers who are not a DBE but who
have:
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a. signed agreements with DBE truckers assuring that at least 20 percent of the trucking will
be performed by DBE truckers if credit is toward DBE goal.
b. a "certified roster" showing that at least 20 percent of the number of trucks are owned by
certified DBE truckers, as appropriate, and
C. a signed statement on the 'certified roster" that indicates that at least 20 percent of the
revenue paid by the broker will be paid to the DBEs listed on the "certified roster".
The"certified roster' referred to herein shall conform to the requirements in Section 3-1.01A, 'DBE
Information," of these special provisions.
(h) A DBE must be a 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 certified before bid opening. The DBE
directory may be obtained from the Department of Transportation, Plans and Bid Documents, Room
200, Transportation Building, 1120 N Street, P.O. Box 942874, Sacramento, California 94274-0001,
Telephone: (916)445-3325, or from the offices of the Department of Transportation at Los Angeles, San
Francisco, and the District in which the work is situated.
(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 THIS PROJECT. —The Department has established the following goal
for disadvantaged businesses (DBE) participation for this project.
Disadvantaged business (DBE) eleven (11) 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.
2.1.04 REQUIRED LISTING OF PROPOSED SUBCONTRACTORS. —Each proposal
shall have listed therein the name and address of each subcontractor 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 510,000,
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 imposition 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 this listing requirement is in addition to the requirement to provide a list of
DBE subcontractors after the opening of the proposals.
SECTION 3. SUBMISSION OF DBE INFORMATION, AWARD, AND EXECUTION OF
CONTRACT
3-1.01 GENERAL. —The bidder's attention is directed to the provisions in 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 included in the Proposal. If such DBE information is not submitted with the bid,
the DBE information form shall be removed from the documents prior to submitting the bid.
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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.
3.1.01.4 DBE INFORMATION. —If DBE information is not submitted with the bid, the apparent
successful bidder (low bidder) and the second low biddersball submit DBEanformation to the City of
San Mateo, 330 W 20th Avenue, San Mateo, California, 94403 so the information is received, by the
Department no later than close of business on Friday of ;the week following`,bid opening.';,, DBE
information sent by certified mail and postmarked on or before Wednesday of the week following bid
opening will be accepted even if it is received after Friday of the week following bid opening. Failure to
submit the required DBE information by the time specified will be grounds for find cg 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 bidder shall be submitted
within 5 days, 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'faitb
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 thew 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.
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 cacti 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 tba;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 510,000, whichever is greater, must have been named in the bid -
See section entitled "Required Listing Of Proposed Subcontractors" in Section 2, of;these special
provisions).
If credit for trucking by a DBE trucking broker is shown on the bidder's information as 100 percent
of the revenue to be paid by the broker is to be paid to DBE truckers, a "certified roster" of.the broker's
trucks to be used must be included. The "certified roster" must indicate that: all the trucks are owned by
certified DBEs and must show the DBE truck numbers, '• owner's name, Public Utilities Commission
Cal -T numbers, and the DBE certification numbers. The roster must indicate that all revenue (paid by ,
the broker will be paid to DBEs listed on the "certified roster". ,
1f credit for trucking by a trucking broker who is not a DBE is shown in the bidder's information, a ;
"certified roster" of the broker's trucks to be used must be included. The "certified roster must indicate.
that al least 20 percent of the broker's trucks are owned by certified DBEs and must show the DBE truck =
numbers, owner's name, Public Utilities Commission Cal -T numbers, and the DBE certification
numbers. The roster must indicate that at least 20 percent of the revenue paid by the broker will be paid
to DBEs listed on the "certified roster".
The information necessary to establish the bidder's good faith efforts to. meet the DBE goal should
include:
(1) The names and dates of advertisement of each, newspaper, trade paper, and minority; focus
paper in which a request for DBE participation for this project was placed bythe bidder;
(2) The names and dates of notices of all certified DBEs solicited by direct mail for this project i
and the dates and methods used for following up initial solicitations to determine with certainty
whether the DBEs were interested.
(3) The items of work for which the bidder requested subbids or materials to be supplied by
DBEs, the information furnished 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 available for doing portions of the ttork'I
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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 submitted bids for any of the work indicated in (3) above which
were not accepted, a summary of the bidder's discussions andlor negotiations with them, the name of
the subcontractor or supplier that was selected for that portion of work, and the reasons for the
bidder's choice. If the reason for rejecting a DBE bid was price, give the price bid by the rejected
DBE and the price bid by the selected subcontractor or supplier. Since the utilization of available
DBEs is expected, only significant price differences will be considered as cause for rejecting such
DBE bids.
(5) Assistance that the bidder has extended to DBEs identified in (4) above to remedy the
deficiency in their subbids.
(6) Any additional data to support a demonstration of good faith effort, such as oontaas with
DBE assistance agencies.
3.1.01B AWARD OF CONTRACT." -The award of contract, if it be awarded, will 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.
3.1.02 BONDS The Contractor shall provide, at the time of execution of the agreement or contract
for work, at his own expense, a surety bond in an amount equal to at least one hundred percent (100%)
of the contract price as security for the faithful performance of said agreement. Contractor shall also
provide, at the time of the execution of the agreement or contract of work, and at his own expense, a
separate surety bond in the amount equal to at least one hundred percent (100%) of the contract price
as security for the payment of all persons performing and furnishing materials in connection with said
agreement. Sureties on each of said bonds shall be satisfactory to the City.
SECTION 4. BEGINNING OF WORK, TIME OF COMPLETION AND LIQUIDATED
DAMAGES
Attention is directed to the provisions 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 Caltrans Standard Specifications (January
'88) here after known as Standard Specifications, and these special provisions.
In lieu of the requirements that the Contractor shall begin work within 15 days after approval of the
contract, as provided in Section 8-1.03 of the Standard Specifications, the Contractor shall furnish the
Engineer with a statement from the vendor that the order for the electrical materials required for this
contract has been received and accepted by said vendor, and said statement shall be furnished within 15
calendar days after the contract has been approved by the City of San Mateo or the attorney appointed and
authorized to represent the City of San Mateo. Said statement shall give the date that the electrical
materials will be shipped. However, if the Contractor has the necessary materials on hand, he will not be
required to furnish said vendor's statement. Using the dates for arrival of critical materials as stated in the
purchase orders the Contractor and Engineer shall agree upon a date that work is to begin. This date shall
not be more than 100 calendar days from contract approval.
The Contractor shall not perform any traffic signal work at the site of the project, until all electrical
materials are delivered and available for installation. The Contractor shall notify the Engineer, in writing, of
the date that all electrical materials are received and shall begin work not more than 15 calendar days after
said date.
Said work shall be diligently prosecuted to completion before the expiration of
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from the date that all electrical materials are received but in no case shall the work be completed later than
120 WORKING DAYS
after the date of the notice to proceed.
The Contractor shall pay to the City of San Mateo the sum of 5500.00 per day, for each and every
calendar day's delay in finishing the work in excess of the number of working days prescribed above.
Pre -construction Conference. Prior to the issuance of the Notice to Proceed, a pretonstruction
conference will be held at the office of the Engineer for the purpose of discusing with the Contractor the
scope of work, contract drawings, specifications, existing conditions, materials to be ordered, equipment to
be used, and all essential matters pertaining to the prosecution of and the satisfactory completion of the
project as required. The Contractors representative at this conference shall include all major
superintendents for the work and may include major sub -contractors. The Contractor shall have all materials
catalog cuts and approval forms submitted to the Engineer prior to or at this time.
SECTION 5. GENERAL
SECTION 5-1. MISCELLANEOUS
5.1.01 DIFFERING SITE CONDITIONS. —During the progress of the work, if 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 generally recognized as inherent in the work provided for in the contract, are encountered
at the site, the party discovering such conditions shall promptly notify the other party in writing of the
specific differing conditions 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.
No contract adjustment which results in a benefit to the Contractor will bc allowed unless the Contractor
has provided the required written notice.
No contract adjustment will be allowed under the provisions specified in this section for any effects
caused on unchanged work.
Any contract adjustment warranted due to differing site conditions will be made in accordance with the
provisions in Section 4-1.03, "Changes," of the Standard Specifications.
5.1.02 LABOR NONDISCRIMINATION. —Attention is directed to the following Notice that is
required 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 55,000 or more.
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5-1.03 SUSPENSION OF WORK. —In addition to the requirements specified fn Section 8.1.05,
"Temporary Suspension of Work' of the Standard Specifications the following shall apply:
SUSPENSIONS OF WORK ORDERED BY 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
Engineer will make an adjustment (excluding 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 bas 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.
Any contract adjustment warranted due to suspension of work ordered by the Engineer will 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.
5.1.04 LABOR CODE REQUIREMENTS. -•The first paragraph of Section 7-1.01A(2),
"Prevailing Wage," of the Standard Specifications is amended to read:
The Contractor shall comply with Labor Code Sections 1774 and 1775. Pursuant to said Section
1775 the Contractor shall forfeit to the State or political subdivision on whose behalf the contract is
made or awarded a penalty of not more than fifty dollars (550) for each calendar day, or portion thereof,
for each worker paid less than the prevailing rates as determined by the Director of Industrial Relations
for the work or craft in which the worker is employed for any public work done under the contract by him
or her or by any subcontractor under him or her in violation of the provisions of the Labor Code and in
particular, Labor Code Sections 1770 to 1780, inclusive. The amount of this forfeiture shall be
determined by the Labor Commissioner and shall be based on consideration of the Contractor's mistake,
inadvertence, or neglect in failing to pay the correct rate of prevailing wages, or the previous record of
the Contractor in meeting his or her prevailing wage obligations, or a Contractor's willful failure to pay
the correct rates of prevailing wages. A mistake, inadvertence, or neglect in failing to pay the correct
rate of prevailing wages is not excusable if the Contractor had knowledge of his or her obligations under
the Labor Code. In addition to said penalty and pursuant to said Section 1775, the difference between
such prevailing wage rates and the amount paid to each worker for each calendar day or portion thereof
for which each worker was paid less than the prevailing wage rate shall be paid to each worker by the
Contractor.
5-1.05 PUBLIC SAFETY.• -1n addition to any other measures taken by the Contractor pursuant to
the provisions of Section 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:
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(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 irrigation 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.
(0 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 sign structure together with protective
railing, and the Contractor elects to install the obstacle prior to installing the protective system; or
whenever the Contractor, for his 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.
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 of 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 8.1.01, 'Subcontracting," an additional markup of 5 percent
will 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 additional payment will 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 will 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 a part of the contract,
regardless of ownership and rental or other agreement, if such may exist, for use of such equipment
entered into by the Contractor, except that for those pieces of equipment with a rental rate of 510.00 per
hour or less as listed in the Labor Surcharge And Equipment Rental Rates publication and which are
rented from a local equipment agency, other than Contractor owned, the Contractor will be paid at the
bourly rate shown on the rectal agency invoice 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 will 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 510.00 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 replacement value
of $500 or less, whether or not consumed by use, shall be considered 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:
9.1.03A(3d) Dump Truck Rental. —Dump truck rental shall conform to the provisions of Sections
9.1.03A(3), "Equipment Rental," 9.1.03A(3a), "Equipment on the Work," and 9-1.03A(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 performing 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.
The provisions in Section 9-1.03A(1), "Labor," shall not apply to operators of 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 will 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 markup will be made for labor.
The provisions of Section 9-1.03A(3c), "Owner -Operated Equipment," shall not apply to dump truck
rentals.
The first sentence of the second paragraph of Section 9-1.03C, "Records," of the Standard Specifications
is amended to read:
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From the above records, the Contractor shall furnish the Engineer completed daily extra work
reports, either on forms furnished by the Department or on computerized facsimiles of the Department's
forms acceptable to the Engineer, for each day's extra work to be paid for on a form account basis.
5.1.07 PAYMENT OF WITHHELD FUNDS. —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.
Upon the Contractor's request, pursuant to Public Contract Code Section 10263, the Department
will make payment of funds withheld 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 owoer 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 direct the investment of the payments into
securities and the Contractor shall receive the interest earned on the investments upon the ume terms
provided for securities deposited by the Contractor. Upon satisfactory 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. this 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 obtain the written 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 materials 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.
Upon completion of the contract, 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.
5-1.9 PERFORMANCE OF DBE SUBCONTRACTORS AND SUPPLIERS. —The DBEs
listed 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 which they are listed
unless the Contractor has received prior written authorization to perform the work with 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
written contract, when such written 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.
(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 stipulated 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.
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(5) The work performed by the listed 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) I1 would be in the best interest of the State.
The Contractor shall not be entitled to any payment for such work or material unless it is performed or
supplied by the listed DBE or by other forces (including those of the Contractor) pursuant to prior written
authorization of the Engineer.
5.1.10 SUBCONTRACTING. —Attention is directed to the provisions in Section 8.1.01,
"Subcontracting," 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 kss than 50 percent of the original contract price 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.
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 8-1.01,
"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(0(2) Part 23, Title 49 CFR;
1. No substitution of a DBE subcontractor shall be made at any time without the written consent of
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.
The "Subletting and Subcontracting Fair Practices Act" (Public contract code Section 4100-4113,
inclusive) applies to the work covering street (or highway) lighting and traffic signals and requires
subcontractors, if used for such work, to be listed in the prime contractor's proposal; prohibits the
substitution of subcontractors, except as therein authorized; and provides for penalties for violations of the
Act. Bidders are cautioned that this listing requirement is in addition to the requirement to provide a list of
DBE subcontractors after the opening of the proposals. Each bidder shall, list in his proposal:
1.The name and the location of the place of business of each subcontractor who will perform work of
labor or render services to the prime contractor in or about the construction of the work or
improvement, or a subcontractor licensed by the State of California who, under subcontract to the prime
contractor, specially fabricates and install a portion of the work or improvement according to detailed
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drawings contained in the plans and specifications, in an amount in excess of one-half on one percent of
the prime contractor's total bid.
2.The portion of the work which will be done by each such subcontractor. Only one subcontractor
shall be listed for each such portion.
A sheet listing the subcontractors, as required by the Subletting and Subcontracting Fair Practices Act, is
included in the proposal.
5.1.11 HIGHWAY CONSTRUCTION EQUIPMENT. —Attention is directed to Sections
7.1.01D, "Vehicle Code," and 7-1.02, "Weight Limitations," of the Standard Specifications and these special
provisions.
Pursuant to the authority contained in Section 591 of the Vehicle Code, the Department has determined
that, within such areas as are within the limits of the project and are open to public traffic, the Contractor
shall comply with all the requirements set forth in Divisions 11, 12, 13, 14 and 15 of the Vehicle Code.
Attention is directed to the statement in Section 591 that this section shall not relieve him or any person
from the duty of exercising due are. The Contractor shall take all necessary precautions for safe operation
of his equipment and the protection of the public from injury and damage from such equipment.
5.1.12 HAZARDOUS WASTE IN EXCAVATION. —If the Contractor encounters material in
excavation which be bas reason to believe may be hazardous waste, as defined by Section 25117 of the Health
and Safety Code, he shall immediately so notify the Engineer in writing. Excavation in the immediate area
of the suspected hazardous material shall be suspended until the Engineer authorizes it to be resumed, 1f
such suspension delays the current controlling operation, the Contractor will be granted an extension of time
as provided in Section 8-1.07, "Liquidated Damages," of the Standard Specifications.
If such suspension delays the current controlling operation more than 2 working days, the delay will be
considered a right of way delay and the Contractor will be compensated for such delay as provided in Section
8-1.09, "Right of Way Delays," of the Standard Specifications.
The City reserves the right to use other forces for exploratory work to identify and determine the extent
of such material and for removing hazardous material from such area.
5.1.13 SOUND CONTROL REQUIREMENTS. --Sound control shall conform to the
provisions in Section 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 may or may not be owned by the Contractor.
The use of loud sound signals shall be avoided in favor of light warnings except those required by safety laws
for the protection of personnel.
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-I.14 PROJECT 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 during clearing and grubbing shall be
disposed of concurrently with its removal. If stockpiling is necessary, the material shall be removed or
disposed of daily.
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The Contractor shall furnish trash bins for all debris from structure construction. All debris shall be
placed in trash bins daily. Forms or falsework that are to be re -used shall be sucked neatly concurrently
with their removal. Forms and falsework that are not to be re -used shall be disposed of concurrently
with then removal.
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 involved and no additional
compensation will be allowed therefor.
5-1.15 EXAMINATION OF THE SITE. The bidder shall examine carefully the site of the work
contemplated, the plans and specifications, and the proposal and contract forms therefor. The submission of
a bid shall be conclusive evidence that the bidder has investigated and is utisfied as to the conditions to be
encountered, as to the character, quality and scope of work to be performed, the quantity of materials to be
furnished and as to the requirements of the proposal, plans, specifications and contracts.
The bidder represents that he or she is fully qualified to perform this examination and review.
If the bidder determines that any portion of the site or the plans and specifications present any
interpretation problems of any kind, the bidder shall note such a determination upon this bid form. Failure
to note any such determination shall be conclusive evidence of acceptance by the bidder of the sufficiency of
the plans and specifications.
5.1.15 SURVEYING. Staking of line and grade will be done by the City survey crew at no cost to the
Contractor once only. The Contractor shall notify the City 48 hours in advance when requesting construction
stakes. Resetting of survey stakes lost due to the Contractor's negligence will be charged to the Contractor at
the rate of 575.00 per man per hour or fraction thereof. The Engineer will be the judge of what constitutes
negligence. Any appeal of this decision will be referred to the Public Works Commission. The Public Works
Commission decision will exhaust the administrative procedures for appeal.
5-1.17 ATTORNEY FEES. Attorney fees in amount not exceeding 585 per hour per attorney, and
in total amount not exceeding 55000 shall be recoverable as costs (that is, by the filing of a cost bill) by the
prevailing party in any action or actions to enforce the provisions of this contract. The above 55000 limit is
the total of attorney fees recoverable whether in the trial court, appellate court, or otherwise, and regardless
of the number of attorneys, trials, appeals or actions. It is the intent that neither parry to this contract shall
have to pay the other more then 55000 for attorney fees arising out of an action, or actions, to enforce the
provisions of this contract. The panics expect and hope there will be no litigation and that any differences
will be resolved amicably.
5.1.18 NOTICE OF POTENTIAL CLAIM. The Contractor shall not be entitled to the payment
of any additional compensation for any cause, including any act, or failure to act, by the Engineer, or the
happening of any event, thing or occurrence, unless he shall have given the Engineer due written notice of
potential claim as hereinafter specified, provided, however, that compliance with this Section 5.1.18 shall not
be a prerequisite as to matters within the scope of the Protest Provision in Section 8-1.06, 'Time of
Completion," in the Standard Specifications, nor to any claim which is based on differences in measurements
or errors of computation as to contract quantities.
The written notice of potential claim shall set forth the reasons for which the Contractor believes
additional compensation will or may be due, the nature of the costs involved, and, insofar as possible, the
amount of the potential claim. The said notice as above required must have been given to the Engineer prior
to the time that the Contractor shall have performed the work giving rise to the potential claim for additional
compensation, if based on an act or failure to act by the Engineer, or in all other cases within 15 days after
the happening of the event, thing or occurrence giving rise to the potential claim.
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11 is the intention of this Section that differences between the parties arising under and by virtue of the
contract be brought to the attention of the Engineer at the earliest possible time in order that such matters
may be settled, if possible, or other appropriate action promptly taken. The Contractor hereby agrees that
be shall have no right to additional compensation for any claim that may be based on any such act, failure to
act, event, thing or occurrence for which no written notice of potential claim as herein required was filed.
5.1.19 CHANGES INITIATED BY THE AGENCY. The City of San Mateo reserves the right
to change the scope of this contract in order to align the contract price to the monies available. Presently
there is approximately $275,000 available for this project. The City shall have full authority and discretion to
determine the decrease or increase in quantities required as well as the subprojects which will be altered,
added or deleted. The Contractor shall not be entitled to any additional compensation or adjustment in the
unit prices bid because of the above -stated alteration of this project.
5.1.20 LOCATION OF UTILITIES. The Contractor's attention is directed to Section 8.1.10 of
the specifications for Caltrans Standard Specification regarding the Contractor's responsibility for requesting
utility companies' representatives to mark or otherwise indicate the location of their respective underground
installations. At least forty-eight (48) hours prior to commencing work, the Contractor shall notify
Underground Service Alert (USA) so that the various utility companies may field -mark said installations.
Once the field marks are in place, the Contractor shall be responsible for all marked utilities damaged during
construction or claims resulting from said damage. In addition, the City shall not be responsible for any
unmarked utility damaged during construction or any claims resulting from this damage, except for the
damage to City of San Mateo utilities that the City has not marked within forty-eight (48) hours after
receiving notice from USA to do so and which were not marked at the time the damage occurred.
5-1.21 CONSTRUCTION SCHEDULE. After notification of award and prior to start of any
work, the Contractor shall submit to the Engineer for approval its proposed construction schedule. The
construction schedule shall be in the form of a tabulation, chart, or graph and shall be in sufficient detail to
show the chronological relationship of all activities of the project including, but not limited to, estimated
starting and completion dates of various activities, submittal of shop drawings to the Engineer for approval,
procurement of materials, and scheduling of equipment.
5.1.22 DELAYS AND EXTENSIONS OF TIME. In the event that a disagreement shall arise
between the City and the Contractor over Time of Performance as extended by the City due to an allowed
suspension of work, the Contractor may request an extension from the City Council. Such requests shall be
filed with the City Clerk, addressed to the City Council, at least twenty (20) days prior to the expiration of
the Time and Performance as modified. The ruling of the City Council shall be final and conclusive.
5.1.23 HOURS OF LABOR. Construction operations beyond the eight -hour normal workday and
on legal holidays may occur on occasion. The Contract shall notify the City Engineer in writing twenty-four
(24) hours prior to any nonemergency type overtime operations or forfeit the sum of the job inspectors pay
per day (or prorated portion thereof) for overtime work without written consent of the Ciry Engineer — said
sum to be deducted from any monies due the Contractor or paid directly to him.
5.1.24 PERMITS AND LICENSES. The Contractor shall procure all permits and licenses; pay
all charges and fees, and give all notices necessary and incidental to the due and lawful prosecution of the
work. A Caltrans encroachment permit and construction permit are needed for this project.
5.1.25 AFFIRMATIVE ACTION, NON-DISCRIMINATION POLICY. It is the policy of
the City of San Mateo that all qualified persons are to be afforded equal opportunities of employment on
any public works contract entered into with the City. To prohibit discrimination because of race, color,
religion, sex or national origin, all bidders shall be prepared to demonstrate that they and their
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subcontractors have undertaken a positive and continuing program to promote the full realization of equal
employment opportunities.
5.1.26 LOWEST RESPONSIBLE BIDDER. In order to promote the policy declared above,
contracts for public works will be awarded only to such bidders as are determined to meet the following
qualifications of lowest responsible bidder.
The award may be to the lowest responsible bidder or other bidder. In determining to whom the award
is to be made, the awarding authority may consider, in addition to the bid or quotation received, the
experience of the bidder for the particular service sought, the quality of work that the bidder has done, the
quality of the produce or materials provided by the bidder, the ability of the bidder to complete the project in
a timely manner, the safety compliance record of the bidder, and the insurance carried by the bidder.
In all hiring, the successful bidder and each subcontractor shall make every effort to bite qualified
workers form all races and ethnic groups.
5-1.27 CERTIFICATE ON NONDISCRIMINATION. Each bidder .on any public works
contract shall sign the certificate of nondiscrimination which is a part of the proposal form.
Each subcontractor shall, prior to entering into a contract with any successful bidder, execute and file
with the City a certificate of nondiscrimination.
5.1.28 NOTICE TO SOURCES OF EMPLOYEE REFERRALS. The successful bidder and
each subcontractor will send to the State of California Employment Development Department and to each
labor union, employment agency, and representative of workers with which he has a collective bargaining
agreement or other contract or understanding and from which he expects employee referrals, a notice, as
provided by the City, with a copy to the City, advising of the commitments under these specifications.
5-1.29 AFFIRMATIVE ACTION BY PRIME CONTRACTORS. At the preaward
conference, the potentially selected bidder shall demonstrate that be meets the following minimum standards
of affirmative action:
A. File with the City his affirmative action plan indicating the steps he is taking to encourage and assist
members of minority groups to become qualified workers. Such a plan will include practices with respect to:
recruitment; employment, compensation, promotion or demotion; and selection for training.
Practices with respect to the above shall demonstrate the extent to which the Contractor has or
participates in a training program to assure potential employees ample opportunity to more fully qualify for
jobs and to assure existing employees adequate opportunity for upgrading and equal opportunity for
advancement and promotion.
B. File wiib the City evidence that he has notified his supervisors, foremen, and other personnel officers
and all subcontractors of the commitments to be assumed under these specifications.
C. File with the City evidence that be has notified all sources of employee referrals of the commitments
to be assumed under these specifications.
D. File with the Ciry the name of the person designated to serve as Equal Employment Officer who is
authorized to supply reports and represent the Contractor in all matters regarding the Affirmative Action
Plan.
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5-130 AFFIRMATIVE ACTION BY SUBCONTRACTORS. Each subcontractor shall, prior
to entering into a contract to perform any work or supply materials for a public works project of the City of
San Mateo, file with the prime contractor and with the City his Affirmative Action Plan in the form set forth
in Section 5.130 above.
The requirements of these specifications shall be considered a part of each contract "entered into by
subcontractors, the services of which equal 510,000 or more of the basic contract. The successful bidder shall
include the provisions of these specification in every fast -tier subcontract and require each subcontractor to
bind further subcontractors with whom he enters into a contract.
5.131 POSTING NOTICE OF AFFIRMATIVE ACTION AND
NONDISCRIMINATION IN EMPLOYMENT. Each successful bidder shall post on the job site
and in the Geld office or offices maintained by him, the notice provided by the City regarding Affirmative
Action and Nondiscrimination in Employment.
5-1.32 WEEKLY PAYROLL SUBMISSION. Each contractor and subcontractor and any lower -
tier subcontractor shall submit weekly payrolls for each workweek from the time be starts work on the project
until he completes his work. If be performs no work on the project during a given workweek, be may either
submit a payroll with the notation "no work performed during this workweek" or submit a letter to that effect.
He should identify his initial and final payrolls by marking them 'initial" and "Final." Payrolls shall be
completed and submitted no later than seven work days following completion of the workweek.
5.133 EMPLOYMENT OF APPRENTICES. Contractor shall be responsible for compliance
with California Labor Code Section 17773 relating to employment of apprentices for all apprenticeable
occupations when the contract amount exceeds 530,000 or 20 working days or both.
5.134 LIABILITY INSURANCE. The Contractor shall provide and maintain general liability
and automobile liability insurance in the following minimum amounts: 1) general liability, including
comprehensive form, personal injury, broad form property damage, contractual, and premises/operation
coverage in limits of 51,000,000.00 aggregate, bodily injury and property damage combined; and 2)
automobile liability in limits of 51,000,000.00 bodily injury and property damage combined. Additionally,
workers' compensation insurance in at least the minimum statutory amounts shall be maintained. All liability
insurance policies shall specify the City of San Mateo, its elective and appointive boards, commissions,
officers, agents, and employees as additional insureds. A certificate of insurance shall be provided to the
City prior to performance pursuant to this contract. Funkier, any changes in insurance required herein must
be approved in writing by the City Attorney's Office.
5-135 HOLD HARMLESS AND INDEMNITY PROVISION. Contractor agrees 1) to bold
harmless and indemnify City of San Mateo and its officers from and against any and all claims, loss, liability,
damage, and expense arising from performance of this (=tract, including claims, loss, liability, damage, and
expense caused or claimed to be caused by passive negligence of City of San Mateo, its officers or employees,
and 2) to defend Ciry of San Mateo, its officers or employees there against; provided, however, that this
provision does not apply to claims, loss, liability, damage or expense arising from a) the sole negligence or
willful misconduct of City of San Mateo or b) the active negligence of City of San Mateo.
5-136 COOPERATION AND COLLATERAL WORK. The City of San Mateo, its workers
and contractors, and others, have the right to operate within or adjacent to the worksite to perform work.
The Ciry of San Mateo, the Contractor, and each of such workers, contractors, and others, shall coordinate
their operations and cooperate to minimize interference.
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5.137 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS. The
Contractor shall repair or replace all existing improvemenu not designated for removal which are damaged
or removed as a result of its operation. Improvements, such as but not limited to, curbs, gutters, sidewalks,
driveways, fences, walls, signs, pavements, raised pavement markers, thermoplastic pavement markings, signs,
sprinkler systems, or plantings, shall be repaired and replaced to a condition equal to or better than the
original condition.
All costs to the Contractor for protecting, removing, and restoring existing improvemenu shall be
included in the various bid items and no additional compensation shall be made by the City.
5.1.38 TRAFFIC AND ACCESS. The Contractor shall be responsible, during all phases of the
work, to provide for public safety and convenience by use of traffic cones, signs, lighted barricades, lights, and
flagmen as described and specified in the State of California, Department of Transportation 'MANUAL OF
TRAFFIC CONTROLS - For Contraction and Maintenance Work Zones 1990 edition. (Section 360,
California Vehicle Code, defines highways to include streeu.) The provisions of this manual will become a
part of the requirements of the contract.
Construction operations shall be conducted in such a manner as to cause as little inconvenience as
possible to the abutting property owners or motoring public. Convenient access to driveways, houses, and
buildings along the line of work shall be maintained. Unless otherwise approved by the City in advance, no
more than one-half (1/2) of the roadway shall be closed to traffic at any time and two lanes of traffic, one in
each direction, shall be maintained at all times. Open excavation and ditches across a roadway shall be
covered and guarded in such a manner as to permit safe traffic flow during hours when no work is being
performe d.
No work shall begin before 9:00 A.M., nor continue after 3:30 P.M. on State Highways and no work shall
begin before 7:30 A.M. nor continue after 5:00 P.M. on Ciry right of way, Monday through Friday, nor shall
any work be done holidays observed by the City of San Mateo or by the State of California.
5-1.39 MEASUREMENT OF QUANTITIES. When payment for a work item is to be made on
a tonnage basis, the Contractor shall furnish the Engineer a legible copy of a licensed weigh master's
certificate showing gross, tare and net weight of each truckload of material. Certificates shall be delivered to
the Engineer at the job site upon delivery of the material.
5.1.40 ENCROACHMENT PERMIT.
Prior to start of work within State right-of-way or work affecting State facilities, the Contractor will be
required to obtain an Encroachment Permit at the following State Transportation Office:
CALTRANS DISTRICT 04
PERMIT ENGINEER
150 OAK STREET
SAN FRANCISCO, CALIFORNIA
P.O. BOX 7310, SF,CA, 94120
Application fee and site inspection costs, due at time of application, are estimated at $1,000.00.
A copy of this Encroachment Permit was issued to the City/County as is available for inspection at:
CITY OF SAN MATEO
PUBLIC WORKS DEPARTMENT
330 W 20TH AVENUE
SAN MATEO, CALIFORNIA 94403
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5.2 PAYMENT» Except as directed otherwise in these specifications, full compensation for
completing all of the work indicated on the plans and directed herein is considered to be included in the
contract unit prices paid for the various items of work and no separate payment will be made therefor.
5-2.1 TEN PERCENT (10%) RETENTION. To ensure performance City is entitled to retain
ten percent (10%) of the contract price for 35 days after it records the Notice of Completion. However,
pursuant to Government Code 14590 the Contractor may substitute securities for said ten percent (10%)
retention. The provisions of ;4590 are expressly made a part of the contract.
5.2.2 PARTIAL AND FINAL PAYMENTS. Contractor shall submit each month a "Monthly
Progress Payment Request" in accordance with the schedule established at the pre -construction conference.
Contractor shall use City's standard form for such requests and submit one original plus four copies of each
request.
5-2.3 LUMP SUM ITEMS_ Contractor shall submit a schedule of values for all items paid "Lump
Sum". This schedule of values shall show in detail the costs for all items of work that make the lump sum bid
price. All items of work valued over 5500.00 shall be identified. This listing will be used to calculate the
amount of progress payments as well as negotiation of contract changes. The schedule of values shall be
balanced and shall not total more than the contract bid price for the respective lump sum item.
SECTION 6. (Blank)
SECTION 7. (Blank)
SECTION 8. MATERIALS
SECTION 8.1. MISCELLANEOUS
8.1.00 BUY AMERICA REQUIREMENTS. --Attention is directed to the 'Buy America"
requirements of the Surface Transportation Assistance Act of 1982 (Section 165) and the regulations
adopted pursuant thereto. In accordance with said law and regulations, all manufacturing processes for steel
materials furnished for incorporation into the work on this project shall occur in the United States.
A Certificate of Compliance, conforming to the provisions in Section 6-1.07, 'Certificates of
Compliance," of the Standard Specifications, shall be furnished for steel materials. The certificates, in
addition to certifying that the materials comply with the specifications, shall also specifically certify that all
manufacturing processes for the materials occurred in the United States.
The requirements imposed by said law and regulations do not prevent a minimal use of foreign steel
materials if the cost of such materials used does not exceed one -tenth of one percent (0.1%) of the total
contract cost or 52,500, whichever is greater. The Contractor shall furnish the Engineer acceptable
documentation of the quantity and value of any foreign steel prior to incorporating such materials into the
work.
8.1.01 CITY -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 for installation at the Fashion Island
boulevard at US 101 intersection only:
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Traffic signal controller assembly(including wired cabinet, controller unit and loop detector sensor
units).
Completely wired controller abinets (with auxiliary equipment but without controller unit) will be
furnished to the Contractor at:
Caltrans Electrical Maintenance Station
30 Rickard Street
San Francisco, CA 94134
(415) 557-1309
All materials for the traffic signal at 19th Avenue at Grant Street shall be furnished by the Contractor.
SECTION 9. DESCRIPTION OF WORK
9-1.0 DESCRIPTION OF WORK.. —The work consists of the installation of two complete and
operational traffic signals, signal interconnect system to connect the signals, minor curb and island
modification, signing, and pavement marking at the intersections of
Fashion Island Boulevard at Southbound US 101 Ramps
and
19th Avenue at Grant Street.
SECTION 10. CONSTRUCTION DETAILS
10.1.01 ORDER OF WORK --Order
"Order of Work," of the Standard Specifications
The first order of work shall be to place the
furnish the Engineer with a statement from the
and accepted by said vendor. No work shall
construction.
of work shall conform to the provisions in Section 5.1.05,
and these special provisions.
order for the traffic signal equipment. The Contractor shall
vendor that the order for said equipment has been received
be done prior to all of the materials being available for
10.1.02 CONSTRUCTION AREA SIGNS. --Construction area signs shall be furnished, installed,
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.
All excavation required to install construction area signs shall be performed by hand methods without
the use of power equipment. Care shall be used in performing excavation for signs in order to protect
underground facilities.
10.1.03 MAINTAINING TRAFFIC. —Attention is directed to Sections 7.1.08, 'Public
Convenience," 7.1.09,."Public Safety," and 12, "Construction Arca Traffic Control Devices," of the Standard
Specifications 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 table following the subparagraph of the fifth paragraph of Section 12.3.04, "Portable Delineators, is
amended to read:
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Divergence Incidence Dry
Angle Angle Reflectance
(degrees) (degrees) Value
0.2 - 4 250
02 30 95
0.5 -4 95
0.5 30 65
Illuminated traffic cones when used during the hours of darkness, shall be affixed or covered with
reflective cone sleeves as specified in Section 12.3.10, "Traffic Cones," of the Standard Specifications, except
the sleeves shall be 7 inches long.
Lane closures shall conform to the provisions in the section of these special provisions entitled 'Traffic
Control System for Lane Closure."
104.04 TRAFFIC CONTROL. —Traffic control shall be provided by the Contractor. The
Contractor shall comply with all the requirements for traffic control set forth fn the 'Manual of Traffic
Controls for Construction and Maintenance Work Zones" dated 1990 as published by Caltrans. In addition,
the Contractor shall not block traffic in any direction for longer than a 5 minute period.
10.1.05 REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS. —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.
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.
10.1.06 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.
10.1.07 REMOVE ROADSIDE SIGNS. --Existing roadside signs, at locations shown on the plans
to be removed, shall be removed and disposed of.
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.
Full compensation for removing signs shall be considered as included in the contract lump sum price paid
for each respective traffic signal system and no separate payment will be made therefor.
I0.1.08a 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.
If the sign is mounted on a wooden post, the post shall be reused or replaced at the direction of the
Engineer based upon post condition.
Full compensation for relocating of signs, including furnishing new posts if required shall be considered
as included in the contract lump sum price paid for each respective traffic signal and no separate payment
will be made therefor.
10-1.08b ROADSIDE SIGNS. New roadside signs shall be installed in locations as shown on the
plans. They shall be mounted on wood posts. The final locations shall be determined by the Engineer.
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Full compensation for furnishing and installing new signs, including posts and mounting materials shall
be considered as included in the contract lump sum price paid for each respective traffic signal and no
separate payment will be made therefor.
10-1.09 REMOVE CONCRETE. —Removing concrete shall conform to the provisions in Sections
15, "Existing Highway Facilities,' 16, "attiring and Grubbing," and 19-1.04, "Removal and Disposal of Buried
Man -Made Objects,' of the Standard Specifications and these special provisions.
Concrete removed shall be disposed of in accordance with the provisions in Section 7-1.13, "Disposal of
Material Outside the Highway Right of Way; of the Standard Specifications.
10.1.10 WHEELCHAIR RAMPS.— The Contractor shall install Wheelchair Ramps at locations
shown on the plans. The ramps shall be constructed in accordance with the City of San Mateo Standard Plan
as designated on the plan.
Payment. The unit contract price for 'Wheelchair Ramps' shall be full compensation for furnishing
and installing all materials (including base materials and concrete, and any removal of existing materials),
equipment and labor necessary or incidental to their construction.
10.1.11 MODIFY CURB RADIUS.— The Contractor shall modify the curb radius on the
northwest corner of the 19th Avenue at Grant intersection as shown on the plan. The work includes removal
of the existing curb, roadway and walkway paving, installation of new curb, installation of new sidewalk,
conforming the new curb to the existing pavement, and all necessary or incidental work to construct a new
curb radius. The new sidewalk shall match to the new Wheelchair Ramps as well as existing walkways and
grades. The concrete used for the curbs and sidewalks shall conform to the City of San Mateo standards for
said item.
Payment. The Lump Sum contract price for "Modify Curb Radius" shall be full compensation for
furnishing and installing all materials (including base materials and concrete), equipment and labor necessary
or incidental to the construction of the new curb radius.
10.1.12 MODIFY ISLAND.-- The Contractor shall modify the island on the south leg of Grant
Street at 19th Avenue as shown on the plans. The work includes but is not limited to removal of portions of
the existing island and adjoining pavement, installation of new curb, concrete walkway, concrete island
topping and conforming to the existing adjoining pavement.
Payment. The Lump Sum contract price for "Modify Island" shall be full compensation for furnishing
and installing all materials (including base materials and concrete), equipment and labor necessary or
incidental to the construction of the new curb radius.
SECTION 10.2. PAVEMENT MARKINGS
10.2.1 THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS. --
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.
Thermoplastic material for traffic stripes shall be applied at a minimum thickness of .13 inch.
At the option of the Contractor, STAMARK Brand Pavement Tape, Pliant Polymer Grade,
manufactured by the 3M Company; or Cata-Tile Elastoplastic Roadmarking Tile, manufactured by the
Cataphote Division of the Ferro Corporation; or STAMARK Brand Pavement Tape, Bisymmetric 1.75
Grade, manufactured by the 3M Company, may be placed instead of the thermoplastic traffic stripes and
pavement markings specified herein. Pavement tape and roadmarking tile, if used, shall be installed in
accordance with the manufacturer's specifications. If pavement tape or roadmarking tile is placed instead of
thermoplastic traffic stripes and pavement markings, the pavement tape or roadmarking tile will be
measured and paid for as thermoplastic traffic stripe and thermoplastic pavement marking.
San Mateo, Fathim IsLud Brad Signals
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The traffic stripes shown on Detail 34 and 34a of the Standard Plan A20 -B shall be yellow instead of
white.
Note 4 on Standard Plan A -24D shall not apply.
10-2.2 PAVEMENT MARKERS. -.Pavement markers shall conform to the provisions in Section
85, "Pavement Markers," of the Standard Specifications and these special provisions.
Non -reflective pavement markers shall be, at the option of the Contractor, either ceramic, polyester or
acrylonitrile-butadiene-styrene (ABS) plastic type. Ceramic markers shall conform to Section 85.1.04,
"Non -Reflective Pavement Markers; of the Standard Specifications.
Polyester non -reflective pavement markers shall consist of polyester resin binder, inert organic filler
material and colorant pigments and shall conform to the requiremenu of the third paragraph of said Section
85-1.04 of the Standard Specifications, except the requirement for adhesive bond strength in Test (1) shall be
475 psi minimum and Tens (2), (3), (7), and (9) shall not apply.
ABS non -reflective pavement markers shall consist of ABS plastic conforming to ASTM Designation:
D 1788, Classification 4.3-3, and shall conform to the requirements of the third paragraph of said Section
85.1.04 of the Standard Specifications, except Tests (1), (2), (3), (7), and (9) shall not apply. The bottom of
ABS plastic pavement markers shall be configured to produce a structural bond with the pavement.
Polyester and ABS plastic non -reflective pavement markers shall be applied in accordance with the
requirements specified for applying ceramic pavement markers, except epoxy adhesive shall not be used to
apply ABS plastic pavement markers.
If polyester or ABS plastic non -reflective pavement markers are selected for use, the Contractor shall
provide the Engineer with the manufacturer's Certificate of Compliance in accordance with the provisions of
Section 6.1.07, "Certificates of Compliance; of the Standard Specifications. Said certificate shall also certify
that the polyester or ABS plastic pavement markers conform to the prequalified testing and approval of the
Department of Transportation Materials and Research Laboratory and were manufactured in accordance
with the approved quality control program.
Hot melt bituminous adhesive shall be used to cement non -reflective ABS pavement markers to the
pavement. Hot melt bituminous adhesive may be used, at the option of the Contractor, to cement all other
types of markers to the pavement instead of the Rapid Set Type or Standard Set Type epoxy adhesive
specified in 85.1.06, "Placement," of the Standard Specifications. Bituminous adhesive material shall
conform to the following:
At the option of the Contractor, a hot melt bituminous adhesive may be used to cement the markers to
the pavement instead of the Rapid Set Type or Standard Set Type epoxy adhesive specified in 85.1.06,
"Placement," of the Standard Specifications. Bituminous adhesive material shall conform to the following:
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Specification ASTM
Designation
Flash Point, COC, • F.
Softening Point, • F.
Brookfield Thermosel
Viscosity, Centipoisc, No.
27 Spindle, 20 RPM,
400° F.
Requiremen
D 92 550 Min.
D 36 200 Min.
D 4402 3,000 - 6,000
Penetration, dmm, 100g, 5 D 5
seconds, 77° F.
10.20
Filler Content, percent by D 2371 65 - 75
weight (Insoluble in 1,1,1
Trichloroethane)
Filler material used in bituminous adhesive shall be Type PC, Grade 111, calcium carbonate
conforming to the requirements of ASTM Designation: D 1199, and shall conform to the following
fineness:
Sieve Size Percent Passing
No. 100
No. 200
No. 325
100
95
75
Bituminous adhesive shall be heated indirectly in an applicator with continuous agitation ar
recirculation. Bituminous adhesive shall not be heated above the maximum safe heating temperature
recommended by the manufacturer and shall not be applied at temperatures greater than 425°F. nor less
than 375° F.
Immediately after application of the adhesive, pavement markers shall be placed in position and
pressure applied until firm contact is made with the pavement.
Placement of pavement markers using bituminous adhesive shall conform to the requirements of the
third, fourth, ninth and tenth paragraphs in said Section 85.1.06 of the Standard Specifications, except as
follows:
1. Markers shall not be placed when the pavement or air temperature is 50°F. or less.
2. Blast cleaning of clean, new asphalt concrete surfaces will not be required.
2. Blast cleaning of clean, new seal coat surfaces will not be required.
When bituminous adhesive is used for pavement marker placement, traffic control during placement
operations shall conform either to the requirements of the *MANUAL OF TRAFFIC CONTROLS for
Construction and Maintenance Work Zones- dated 1990, and published by Caltrans.
The Type G one-way clear reflective pavement markers shown on Detail 34 of Standard Plan A20 -B
shall be Type H one-way yellow reflective pavement markers, The other pavement markers shown on
Detail 34 shall be Type D two-way yellow reflective pavement markers.
The width of the reflective pavement marker for recessed installations, shown on Standard Plan A20 -C,
is revised to 4.7 inches t0.125 -inch. The width of the Type 1 and Type 2 pavement marker recesses, shown
on Standard Plan A20 -C, is revised to 5 3116 inches :118 inch.
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10.23 Payment. The Lump Sum contract price for 'Pavement Markings' shall be hall compensation
for furnishing and installing all materials, equipment and labor necessary or incidental to the installation of
pavement markings and to remove *II existing pavement markings and legends that are marked for removal
on the plans
SECTION 10.3. SIGNALS, LIGHTING AND ELECTRICAL SYSTEMS
10.3.01 DESCRIPTION. —Installing traffic signals, lighting systems communication conduit 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:
1. Fashion Island Blvd. @ Southbound 1)5 101 Ramps
2. 15th Avenue @ Grant Street
3. Signal Interconnect (Between Southbound US 101 Ramps and Grant Street)
10-3.02 EQUIPMENT LIST AND DRAWINGS. —The controller cabinet schematic wiring
diagram and intersection sketch shall be combined into one drawing, so that, when the cabinet door is fully
open, the drawing is oriented with the intersection.
The Contractor shall furnish a maintenance manual for all controller units, auxiliary equipment, and
vehicle detector sensor units, control units and amplifiers. The maintenance manual and operation manual
may be combined into one manual, The maintenance manual or combined maintenance and operation
manual shall be submitted at the time the controllers are delivered for testing or, if ordered by the Engineer,
previous to purchase. The maintenance manual shall include, but need not be limited to, the following items:
(a) Specifications
(b) Design characteristics
(c) General operation theory
(d) Function of all controls
(e) Trouble shooting procedure (diagnostic routine)
(f) Block circuit diagram
(g) Geographical layout of components
(h) Schematic diagrams
(i) List of replaceable component parts with stock numbers
10.3.03 FOUNDATIONS. —Portland cement concrete shall conform to Section 90.10, "Minor
Concrete," of the Standard Specifications and shall contain not less than 470 pounds of cement per cubic
yard, except concrete for reinforced pile foundations shall contain not less than 564 pounds of cement per
cubic yard.
10.3.04 STANDARDS, STEEL PEDESTALS AND POSTS. —Section 86-2.04, Standards,
Steel Pedestals and Posts,' of the Standard Specifications is amended by adding the following after
paragraph eleven:
All galvanized nuts, used on assemblies with a specified preload or torque, shall be lubricated in
accordance with the requirements specified for galvanized Grade DH nuts in ASTM Designation: A 563
The twelfth paragraph in said Section 86.2.04 of the Standard Specifications is amended to read:
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The sign mounting hardware, as shown on Detail 1:) of Standard Plan ES -6T, shall be installed at the
locations shown on the plans.
Where the plans refer to the side tenon detail at the end of the signal mast arm, the applicable tip tenon
detail may be substituted.
10-3.05 CONDUIT. —The conduit run between a foundation and the nearest pull box shall be the
rigid metal or IMC type. Conduit used for roadway crossings shall be rigid metal. Conduit for signal
interconnect and loop lean -in may be rigid non-metallic except at roadway crossing where it shall be rigid
metal.
When a standard coupling cannot be used for coupling metal type conduit, a UL listed threaded union
coupling, as specified in the third paragraph in Section 86.2.05C, "Installation; of the Standard
Specifications, or a concrete -tight split coupling or concrete -tight set screw coupling shall be used.
All concrete used to cover and encase conduit installations shall be dyed red.'
When rigid non-metallic conduit is placed in a trench (not under pavement), after the bedding material
is placed and conduit installed, the trench shall be backftlled with commercial quality concrete, containing
not less than 376 pounds of cement per cubic yard, to not less than 4 inches above the conduit before
additional backfill material is placed.
After conductors have been installed, the ends of conduits terminating in pull boxes, and in service and
controller cabinets shall be sealed with an approved type of sealing compound.
TRENCHING INSTALLATION OF CONDUIT. —Conduit shall be placed under existing
pavement in a trench approximately _2 inches wider than the outside diameter of the conduit to be
installed. Trench shall not exceed 6 inches in width. Conduit depth shall not be less than w24 inches,
except that at pull boxes the trench may be band dug to required depth.
In areas where additional pavement is to be placed, trenching installation shall be completed prior to
placing final pavement layer.
The outline of all areas of pavement to be removed shall be cut to a minimum depth of 23 inches
with a rock cutting excavator specifically designed for this purpose. Cuts shall be neat and true with no
shatter outside the removal area.
The conduit shall be placed in the bottom of the trench and the trench shall be backfilled with
commercial quality concrete, containing not less than 564 pounds of cement per cubic yard and be of a
quicksetting, non -shrinking type. Concrete backlit) shall be placed to the pavement surface except, when
the trench is in asphalt concrete pavement, the top 2 inches of the trench shall be backflled with asphalt
concrete produced from commercial quality paving asphalt and aggregates.
Prior to spreading asphalt concrete, paint binder shall be applied as specified in Section 39.4.02,
"Prime Coat and Paint Binder," of the Standard Specifications. Spreading and compacting of asphalt
concrete shall be performed by any method which will produce an asphalt concrete surfacing of uniform
smoothness, tenure, and density.
All excavated area in the pavement shall be backfill, except for the top .10 foot by the end of each
work period.
10.3.06 PULL BOXES. —Grout shall be placed in bottom of pull boxes. No plastic or quartzite pull
boxes will be allowed.
Pull boxes for circuits labeled "CITY CIRCUIT' in the plans shall not have the "CALTRANS" cover
marking. The covers shall be marked "CITY".
10.3.07 CONDUCTORS AND WIRING. --Splices shall be insulated by "Method B" as shown on
Standard Plan ES -13. Splices of the signal wiring shall be placed in the adjacent pull box and not be made in
the pole or terminal compartments on the pole.
SIGNAL INTERCONNECT CABLE. --Signal Interconnect Cable (SIC) shall consist of six or rweNe No.
20, minimum, stranded tinned copper conductors as shown on the plans. Each conductor shall be insulated
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with 0.013 -inch, minimum nominal thickness, color coded, polypropylene material. Conductors shall be in
twisted pairs. Color coding shall distinguish each pair. Each pair shall be wrapped with so aluminum
polyester shield and shall have a No. 22 or larger, stranded, tinned copper drain wire outside the shielded
pair.
The cable jacket shall be black, high density polyethylene, rated for a minimum of 300 volts and 60" C.,
and shall have a nominal wall thickness of 40 mils, minimum. The cable jacket or the moisture -resistant tape
directly under the outer jacket shall be marked with the manufacturer's name, insulation type designation,
number of conductors and conductor size, and voltage and temperature ratings.
A minimum of 6 feet of slack shall be provided at each controller cabinet and pull box.
Conductors shall not be spliced.
10.3.08 SERVICE. —The sixth paragraph in Section 86.2.11, 'Service, of the Standards
Specifications is amended to read:
When shown on the plans or required by the Code, each multiple service shall be provided with a
circuit breaker which shall simultaneously disconnect all ungrounded service entrance conductors and
shall be suitable for the abort circuit current available at its supply terminals.
The neutral conductor shall run from the service equipment enclosure to the controller cabinet
without splicing to any other neutral conductor.
10.3.09 SERVICE CABINET. —Type I, 11 or III service equipment enclosures shall be fabricated
from Aluminum to conform to the requirements in Section 86-3.07A, 'Cabinet Construction; of the
Standard Specifications except as follows below:
1. All exterior seams for enclosure and doors shall be continuously welded by the gas tungsten arc (Tig)
process.
2. Sealing of the anodic costing shall be in a 5 percent aqueous solution of nickel acetate (PH 5.0 to 6S)
for 15 minutes at 210° F.
10.3.10 TESTING. --The first paragraph in Section 86-2.14B, 'Field Testing," of the Standard
Specifications is amended to read:
Prior to start of functional testing, the Contractor shall perform the following tests on all circuits, in
the presence of the Engineer.
The functional test for each lighting system shall consist of not less than 7 days. If unsatisfactory
performance of the system develops, the conditions shall be corrected and the test shall be repeated until the
7 days of continuous, satisfactory operation is obtained.
10.3.11 CONTROLLER ASSEMBLIES. —The Contractor shall furnish and install the controller
assembly for the 19th Ave at Grant Street intersection. At the Fashion Island Blvd at 13.5 101 intersection
the Contractor shall install a City supplied controller/cabinet assembly.
The 19th Ave. at Grant controller shall be capable of operation with the City of San Mateo On•Street
Master Control System installed in the downtown area. This system consists of Type 90 controllers.
Signal Coordination. — The traffic signal controller at 19th @ Grant Street shall be capable of
coordination through the installation of a 120 volt "7 -wire" interconnect system. This control unit shall
be located at the 19th Avenue @ Grant Street intersection and shall be entirely housed within that
controller cabinet.
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Detector Sensor Units. —The detector sensor units shall be capable of plating a signal to two
outputs one for controller phase rotation operation the other for vehicle volume data gathering. The
electronic hardware package for these units shall not be shelf mounted. These units shall be installed on
all loops that are located at the limit line. These detector sensor unit shall be oonnected to a Traffic
Logging Unit. These units shall be installed in the controller cabinet at 19th Avenue @ Grant Street
only.
Traffic Logging Unit — The Traffic Logging Unit shall be connected to all of the outputs from
the limit line loop detector sensor units. This unit shall consist of a microprocessor unit to collect, time
stamp, and store data in an unattended manner. After data collection, the unit's stored data shall be
uploaded to a personal computer via an RS -232 able. The unit shall accept a minimum of 28 input
channels at NEMA logic levels. The unit aball not lose stored data from any interruption of power.
Sampling periods shall be selectable in intervals of 5, 15, 30, and 60 minutes. All software required for
unit operation and for data retrieval by a personal computer shall be included. The vendor tor this
equipment shall provide a minimum of 4 hours of training in operation of the unit and personnel
computer program to City signals staff. These units shall be installed in the controller abinet at 19th
Avenue @ Grant Street only.
Traffic Signal Cabinet -- The traffic signal control equipment shall be housed in a standard
Caltrans Model 332 Controller Cabinet.
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Controller Testing. —The Contractor shall deliver the controller and cabinet, to be furnished and
installed at 19th Avenue @ Grant Street, for testing to:
SMI
3395 Viso Court
Santa Clara, California 95054
(408) 988 -5541
FAX (408)988 - 1424
Attention: Rev Rooritalab
The Contractor shall notify in writing the Engineer and the testing company in 10 working days prior to
delivery of the controller. During the test period, a representative for the controller manufacture shall be
readily available to repair or replace all failed equipment, Repairs
the miled mdleu of equipmentreshall
be completed
mplet d
withins period24 hours notification by the testing the teest period. Upon completion of testing and acceptance
testing equipment shall
reset to the the beginning
of the equipment by the Engineer, the Contractor shall deliver the controller assembly to the project site.
Failure of the controller to complete testing in a timely manner shall not be justification for an
extension of the contract time. The "Time for Completion" as specified in this contract includes time for
testing of the controller assembly.
10.3.11a CITY -FURNISHED CONTROLLER ASSEMBLIES. —The Model 110 controller
assembly or assemblies, including controller unit, completely wired controller cabinet and inductive loop
detector sensor units, but'without anchor bolts, will be City -furnished as provided under "Materials" of these
special provisions. an
The Contractor shall construct each controller cabinet foundation
as shown on
Staallndard
Plan contB for
r
Model 332 and 334 cabinets (including furnishing and installing bolt)
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 or local forces will maintain all controller assemblies. The Contractors responsibility shall be
limited to that provided for in Section 6.1.02, "State -Furnished Materials,' of the Standard Specifications.
The Contractor shall arrange to have a signal technician, qualified to work on the controller unit and
employed by the controller unit manufacturer or his representative, present at the time the equipment is
turned on.
The controller cabinet grounding bus shall be bonded to the conduit or equipment grounding conductor
using a bare No. 8 copper wire.
10.3.12a VEHICLE SIGNAL FACES AND fSIGNAL d HEADS.—Arovided ll lamps for traffic er 'Materials" osignaall
units (except programmed visibility type) will be
the
special provisions.
In Section 86-4, "Traffic Signal Faces and Fittings," of the Standard Specifications, all references to
ANSI Standard D-10.1 are changed to Institute of Traffic Engineers Publication: ST -008B, "Vehicle Traffic
Control Signal Heads?
The first paragraph of Section 86-4.06, 'Signal Mounting Assemblies," of the Standard Specifications is
amended to read:
Signal mounting assemblies shall consist of 11t2 -inch standard steel pipe or galvanized conduit,
necessary fittings, slip -fitters and terminal compartments. Pipe fittings shall be ductile iron, galvanized
steel, copper, brass or bronze. Slip -fitters shall b cast
s bron um or or hot -di ip p alvagahniudd duductiile le iron.
Terminal compartments shall be cast bronze, Type 3e6 a
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San Mato, Fashion Island Blvd Signal.'
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After installation, any exposed threads of galvanized conduit brackeu and all areas of such brackeu
damaged by wrench or vise jaws shall be cleaned with a wire brush and painted with 2 applications of
unthinned zinc -rich paint conforming to the requirements of Military Specification DOD -P -21035A.
Signal section housings shall be the metaltype.
10.3.12b PEDESTRIAN SIGNALS. —Pedestrian signals shall be Type A.
Lamps for Type A pedestrian signals shall be furnished by the Contractor.
Pedestrian signal faces shall conform to the following:
The luminance of the UPRAISED HAND symbol shall be 1,100 foot -lamberts, minimum, and the
luminance of the WALKING PERSON symbol shall be 1,550 foot -lamberts, minimum
The uniformity ratio of an illuminated symbol shall not exceed 4 to 1 between the highest luminance area
and the lowest luminance area.
The luminance difference between a non -illuminated symbol and the background around the symbol
shall be less than 30 percent when viewed with the visor and front screen in place and at a low sun angle.
10-3.13 DETECTORS..
Loop wire shall be Type 1.
Loop detector lead-in cable shall be Type B.
Where Type A loops are indicated on the plans, 6x6 loops only, a 6 -foot diameter circular loop may be
installed in lieu of the shape shown on the plans. The sides of the slot shall be vertical and the minimum
radius of the slot entering and kaving the circular pan of the loop shall be 1 1/2 inches. Slot width shall be a
maximum of 3/4 inch. Slots of circular loops shall be filled with elastomeric sealant or hot melt rubberized
asphalt sealant.
Residue resulting from slot cutting operations shall not be permitted to flow across shoulders or Lanes
occupied by public traffic and shall be removed from the pavement surface.
Slots shall be filled with elastomeric sealant, asphaltic emulsion sealant or hot -melt rubberized asphalt
sealant.
Where one detector consists of a sequence of 4 loops in a single lane, the front loop closest to the limit
line or crosswalk shall be one foot from the limit line. The remaining 3 loops shall be spaced 10 feet apart
unless otherwise shown on the plans.
In addition to the requirements of the second paragraph in Section 86.5.01A(4), 'Construction
Materials," the stranding of the 2#'16 lead-in cable shall be 19X29, tinned copper.
10.3.14 PEDESTRIAN PUSH BUTTONS. --Pedestrian push button housings shall be the metal
type. Pedestrian push buttons shall be mounted a maximum of 3'0" above the adjacent pedestrian walkways,
or as directed by the Engineer.
10.3.15 LUMINAIRES.—Tbe fourth paragraph in Section 86-6.01, "High Pressure Sodium
Luminaires," of the Standard Specifications is amended by adding the following:
The clamping brackets of the slipfitter shall not bottom out on the housing bosses when adjusted
within the 25 degree range.
All luminaires to be mounted on horizontal mast arms, when tested in accordance with California Test
611, shall be capable of withstanding cyclic loading in:
(1) a vertical plane at a minimum peak acceleration level of 3.0 g's peak -to -peak sinusoidal loading
(same as 1.5 g's peak) with the internal ballast removed, for a minimum of 2 million cycles without failure
of any luminaire parts, and
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(2) a horizontal plane perpendicular to the direction of the mast arm at a minimum peak
acceleration level of 13 g's peak -to -peak sinusoidal loading (same as 0.75-g peak) with the internal
ballast installed, for a minimum of 2 million cycles without failure of any luminaire parts.
No part of the slipfitter mounting brackets on the luminaires shall develop a permanent set in excess of
0.020 -inch when the four 3/8 inch diameter cap screws used for mounting are tightened to a torque of 10
foot-pounds.
Ballasts shall be the lag or Iesd regulator or high reactance type.
The fixture shall be at the wattage as stated on the plans and shall have a cutoff type III medium
distribution. The fixture shall have a flat leas.
10-3.17 INTERNALLY ILLUMINATED STREET NAME SIGNS.— eternally illuminated
street name signs shall be Type A, or Type B.
10.3.18 REMOVING, REINSTALLING OR SALVAGING ELECTRICAL
EQUIPMENT. —Salvaged electrical materials from the 19th Avenue at Grant Street intersection shall be
hauled to the City of San Mateo Corporation Yard and stockpiled.
Salvaged electrical materials from the Fashion Island Boulevard at Southbound US 101 Ramps
intersection shall be hauled to the following address and stockpiled.
Caltrans Electrical Maintenance Station
30 Rickard Street
San Francisco, CA 94134
(415)557.1309
The Contractor shall provide equipment, as necessary, to safely unload and stockpile the material.
10.3.19 PAYMENT. —The contract lump sum price or prices paid for:
Traffic Signal Fashion Island Boulevard at Southbound US 101 Ramps
Traffic Signal 19th Avenue at Grant Street
Signal Interconnect
shall be full compensation for furnishing and installing all materials, equipment, labor necessary or incidental
to the construction of complete and operational systems in accordance with the attached plan, these special
provisions and the standard specifications. The contract lump sum price for Signal Interconnect shall include
the pull boxes, conduit, cable and all other materials incidental to its installation.
SECTION 11. (Blank)
SECTION 12. (Blank)
SECTION 13. (Blank)
SECTION 14. FEDERAL REQUIREMENTS FOR FEDERAL -AID CONSTRUCTION
PROJECTS
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SECTION 14. FEDERAL REQUIREMENTS FOR FEDERAL -AID CONSTRUCTION PROJECTS
GENERAL.-- The work herein proposed will be
financed in whale or in part with Federal funds, and
therefore all of the statutes. FLOSS and regulations
promulgated by the -Federal Government and applicable to
work financed in whole or in part with Federal funds will
apply to such work. The 'Required Contract Provisions,
Federal -Aid Construction Contract's -Form FHWA 1273,
are included in this Section 14. Whenever in said required
contract provisions references are made to 'SHA
contracting officer', 'SHA resident engineer', or
'authorized representative of the SHA', such references
shall be construed to mean 'Engineer as defined in
Section 1.1.18 of the Standard Specifications.
PERFORMANCE OF PREVIOUS CONTRACT.— In
.addition to the provisions in Section II, 'Nondiscrimination,'
and Section VII, 'Subletting or Assigning the Contract' of
the required contract provisions, the Contractor shall
comply with the following:
The bidder shall execute the CERTIFICATION
WITH REGARD TO THE PERFORMANCE OF
PREVIOUS CONTRACTS OR SUBCONTRACTS
SUBJECT TO THE EQUAL OPPORTUNITY CLAUSE
AND THE FILING OF REQUIRED REPORTS located
in the proposal. No toques' for subletting or assigning
any portion of the contract in excess of 610,000 will
be considered under the provisions of Section VII of
the required contract provisions unless such request
is accompanied by the CERTIFICATION rarerred to
above, executed by the proposed subcontractor.
NON -COLLUSION PROVISION.— The provisions in
this section are applicable to all contracts except contracts
for Federal Aid Secondary projects.
Title 23, United States Code, Section 112. requires as
a condition precedent to approval by the -Federal Hghway
Administrator of the contract for this work that each bidder
file a sworn statement executed by, or on behalf of, the
person. firm, association, or corporation to whom such
contract is to be awarded, certifying that such person, firm,
association. or corporation has not. either directly or
indirectly, entered into any agreement, participated in any
collusion, or otherwise taken any action in restraint of free
competitive bidding in connection with the submitted bid.
A form to make the non -collusion affidavit statement
required by Section 112 as a certification under penalty of
perjury rather than as a sworn statement as permmed by
28. USC. Sec. 1746, is included in the proposal.
PARTICIPATION BY MINORITY BUSINESS
ENTERPRISES IN SUBCONTRACTING.— Part 23 Title
49, Code of Federal Regulations applies to this Federal -
aid project. Pertinent sections of said Code are
incorporated in part or in ks entirety within other sections
of these special provisions.
Schedule B —Information for Determining Joint Venture
Eligibility
(This form need not be filled in 11 all pint venture firms
are minority owned.)
FR -1
1. Name of pint venture
2. Address of pint verdure
3. Phone number of pin! venture
4. Identify the firms which comprise the pint
venture. (The MBE partner must complete Schedule
k)
a. Describe the rota of the MBE firm in the
joint venture.
b. Describe very brielly the experience and
business qualifications of each non -MBE joint
venturer.
5. Nature of the joint venture's business
6. Provide a copy of the pint venture agreement.
Rawad 12.42
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7. What is the claimed percentage of MBE
ownership?
8, Ownership of pint venture: (This need not be
filled in N described in the pint venture agreement.
provided by question 64.
a. Profit and bss sharing.
b. Capital contributions. including
equipment.
c. Other applicable ownership interests.
9. Control of and participation in this contract.
Identify by name, race, sex, and 'firm' those
individuals (and their titles) who are responsible lor
day-to-day management and policy decision making,
including, but not limited to, those with prime
responsibility lor:
a. Financial decisions
b. Management decisions, such as:
1. Estimating
2. Marketing and sales
3. Hiring and tiring of management
personnel
4. Purchasing of major items or
supplies
c. Supervision of field operations
Note. —N, attar filing this Schedule B and Daiwa the
completion of the pint venture's work on the contract
covered by this regulation. there is arry significant change
in the information submitted, the pint venture must inlorm
the grantee, either directly or through the prime comractor
d the pint venture is -a subcontractor.
Affidavit
'The undersigned sweat that the foregoing statements
are correct and include all material information necessary
to identity and explain the terms and operation of our pint
venture and the intended participation by each pint
venturer in the undertaking. Further, the undersigned
covenant and agree to provide to grantee current,
complete -and accurate information regarding actual joint
17440
venture work and the payment therefor and any proposed
changes in any of the pint venture arrangements and to
permit the audit and examination of the books, records
and lilas of the pint venture, or those of each pint venturer
relevant to the pint venture, by authorized representatives
01 the .grantee or the Federal funding agency. Any
material misrepresentation will be.grounds for terminating
any contract which may be awarded and for initiating
action under Federal or State laws concerning latse
statements.'
Name of Firm Name of Firm
Signature Signature
Name Name
Title Title
Date Date
Date
State of
County of
On this _ day of 19 , before
Inc appeared (Name) , to me
personally known, who, being duly sworn, did execute the
foregoing affidavit. and did state that he or she was
properly authorized by (Name of firm)
to execute the affidavit
and did so as his or Mr free as and deed.
Notary Public
Commission expires
[Seal)
Date
State of
County of
FR -2
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On this _ day of
me appeared (Name)
19 before
to me
personally known, who, being duty sworn, did execute the
foregoing affidavit, and did state that he or she was
properly authorized by (Name of firm)
to execute the attidavn
and did so as his or her free act and deed.
Notary Public
Commission expires
(Seal)
FR -3
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REOUIRED CONTRACT PROVISIONS
FEDERAL -AID CONSTRUCTION CONTRACTS
(Exclusive 01 Appalachian Contracts)
Page
1. General FR -4
II. Nondiscrimination FR -4
III. Nonsegregated Facilities FR -6
IV. Payment of Predetermined
Minimum Wage FR -6
V. Statements and Payrolls FR -10
VI. Record of Materials, Supplies,
and Labor FR -11
VII. Subletting or Assigning the Contract FR -11
VIII. Safety: Accident Prevention FR -12
IX. False Statements Concerning
Highway Projects FR -12
X. Implementation of Clean Air Act and
Federal Water Pollution Control Act FR -13
XI. Centlication Regarding Debarment.
Suspension, Ineligibility, and Voluntary
Exclusion - Lower Tier Covered
Transactions FR -13
1. GENERAL
L These contract provisions shall apply to all -work
performed on the contract by the contractor's own
organization and with the assistance of workers under the
contractor's immediate superintendence -and to all work
performed on the contract by piecework, station work, or
by subcontract.
2. Except as otherwise provided for in each section,
the contractor shall insert in each subcontract all of the
stipulations contained in these Required Contract
Provisions, and lunher require their inclusion in any lower
tier subcontract or purchase order that may in turn be
made. The Required Contract Provisions shall not be
incorporated by reference in any case. The prime
contractor shall be responsible for compliance by any
subcontractor or lower tier subcontractor with these
Required Contract Provisions.
3. A breach of any of the stipulations contained in
these -Required Contract Provisions shall be sufficient
grounds for termination ol the contract.
4. A breach of the following clauses ol the Required
Contract Provisions may also be grounds for debarment
as provided in 29 CFA 5.12:
FHWA 1273 Rer. Wag
12+6e
Section I, paragraph 2;
Section IV, paragraphs 1, 2. 3, 4. and 7;
Section V, paragraphs 1 and 2a through 2g.
5. Disputes arising out of the labor standards
provisions of Section IV (except paragraph 5) and Section
V of -these Required Contract Provisions shall not be
subject to the general disputes clause of this contract.
Such disputes shall be resolved in -accordance with the
procedures of the U.S. Department of Labor (DOL) as set
forth in 29 CFR Parts 5, 6. and 7. Disputes within the
meaning of this clause include disputes between the
contractor (or any of its subcontractors) and the
contracting agency. the DOL. or the contractor's
employees or their representatives.
6. Certification of Eligibility: By entering into this
contract, the contractor canines as follows:
a. Neither the contractor nor any person or firm
who has an interest in the contractor's firm is ineligible
to be awarded Government contracts by virtue of
Section 3(a) of the Davis -Bacon Act, 29 CFR
5.12(a)(1), or 49 CFR 29.
b. No part of this contract shall be subcontracted
to any person or firm ineligible for award of a
Government contract by virtue of Section 3(a) ol the
Davis -Bacon Act, 29 CFR 5.12(a)(1), or 49 CFR 29.
C. The penalty -for making lalse statements is
prescribed in the U.S. Criminal Code, 18 U.S.C. 1001.
II. NONDISCRIMINATION
(Applicable to Federal -aid construction contracts and
related subcontracts and purchase orders exceeding
$ 10,000.)
1. Selection o1 Labor: - During the performance of
this contract, the contractor shall not:
a. discriminate against labor from any other
State. possession, or territory of the United States, or
b. employ convict labor for any purpose within
the limns of the project unless it is labor penormed by
convicts who are on parole, supervised release, or
probation.
FR -4
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2. Employment PraCticeS:
a. The Equal Employment Opportunity
Affirmative Action Notice set forth in 41 CFR 60.4.2
and the.Equal Employment Opponunity Construction
Contract Specdications set for h in 41 CFR 60.4.3 are
incorporated by tolerance in this contract.
b. Regulation 41 CFR 60.4.2 requires goals and
timetables for minority and female participation
expressed in percentage terms for the contractor's
aggregate work force in each trade on all construction
work in the covered area. The goals for this contract
are stated elsewhere in the bidding documents and in
the construction contract.
e. Regulation 41 CFR 60.4.3 provides specific
affirmative action standards the contractor shall
implement to ensure equal ampbyment opportunity in
achieving the minority and female panicipation goals
set forth in paragraph 2b of this Section.
3. Equal Opportunity Clause: During the
performance of this contract, the contractor agrees as
tolbws:
a. The contractor will not discriminate against
any employee or applicant for employment because of
race, color, religion, sex, or national origin. The
contractor will take affirmative action to ensure that
applicants are employed and that employees are
treated during employment without regard to their
race, color, religion, sex, or national origin. Such
action shall include, but not be limited to, the
following: employment; upgrading, demotion or
transfer; recrudment or recruitment advertising; layoffs
or termination; rates of pay or other forms of
compensation; and, selection for training, including
apprenticeship. The contractor agrees to post in
conspicuous places, available to employees and
applicants for employment, notices to be provided by
the Stale highway agency (SHA) setting forth the
provisions of this nondiscrimination clause.
b. The contractor will, in all solicitations or
advertisements for employees placed by or on behalf
of the contractor, state that all qualified applicants will
receive consideration for employment without regard
to race, cobs, religion, sex, or national origin.
c. The contractor will send to each labor union or
representative ol workers -with which the contractor
has a collective bargaining agreement or other
contract or understanding a notice to be provided by
the SHA advising the said labor union or workers'
representative of the contractors commitments under
this Section II. paragraph 3.
d. The contractor will comply with all provisions
of Executive Order 11246, Equal Employment
Opponunity, dated September 24, 1965. and o1 the
rules, regulations (41 CFR Part 60), and relevant
orders of the Secretary of Labor.
e. The contractor will furnish all information -and
reports required by Executive Order 11246 and by
rules, regulations, and orders of the Secretary ol
Labor, pursuant thereto, and will permit access to its
books, records, and accounts by the Federal Highway
Administration (FHWA) and the Secretary of Labor for
purposes of investigation to ascertain compliance with
such rules, regulations, and orders.
I. In the event of the contractors noncompliance
with the nondiscrimination clauses of this Section ll,
paragraph 3, or with any of the said rules, regulaions,
or orders, this contract may be canceled, terminated,
or suspended in whole or in part. The contractor may
be declared ineligible for further Government
contracts or federally -assisted construction contracts
in accordance with procedures authorized in
Executive Order 11246 and such other sanctions as
may be imposed and remedies invoked as provided in
Executive Order 11246 or by rule, regulation. or order
of the Secretary of Labor, or as otherwise provide° by
law,
g. The contractor will include the provisions of
this Section II, paragraph 3. in every subcontract or
purchase order so that such provisions will be binding
upon each subcontractor or vendor, unless exempted
by rules. regulations, or orders of the Secretary of
Labor issued pursuant to Section 204 01 Executive
Order 11246. The contractor will take such action
with respect to any subcontract or purchase order as
the SHA or the FHWA may direct as a means of
enforcing such provisions, including sanctions for
noncompliance. In the event a contractor becomes a
party to litigation by a subcontractor or venoor as a
result of such direction, the contractor may request
the SHA to enter into such litigation to protect Ine
interest of the State. In addition, the contractor may
request the United States to enter into such litigation
to protect the interests of the United States.
4. Selection of Subcontractors, Procurement of
Materials, and Lasting of Equipment:
a. The contractor shall not discriminate on the
grounds of race, color, sex, or national origin in the
selection and retention of subcontractors. including
procurement of matenals and leases of equipment. In
all solictations made by the contractor each potential
subcontractor or supplier shall be notified by the
contractor of the contractor's obligations under this
contract relative to nondiscrimination on the grounds
of race, color, sex. or national origin.
FR -5
FHWA 1273 An. 569
124-89
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b. In the event of the contractor's noncompliance
with the nondiscrimination provisions of this Section II,
paragraph 4, this contract may be subject to sanctions
including but not limited to the withholding of
payments to the contractor under the contract until the
contractor complies andror cancellation, termination,
or suspension of the contract in whole or in pan.
e. The contractor shall include the provisions of
this paragraph 4 in every subcontract, including
procurement of materials and leases of equipment.
The contractor shall take such action with respect to
any subcontractor or procurement as the SHA or the
FHWA may direct as a means of enforcing such
provisions, including sanctions for noncompliance. In
the event a contractor -becomes involved in. or is
threatened with, litigation by a subcontractor or
supplier as a result ol such direction, the contractor
may request the SHA to enter into such litigation to
protect the interests of the State. In addition, the
contractor may request the United States to enter into
such litigation to protect the interests of the United
States.
5. General Participation Requirements:
a. Policy: It is the policy of the DOT that
disadvantaged business enterprises (DBE's), as
defined in 49 CFR Part 23, shall have equal
opportunity to participate in the performance ol
contracts financed in whole or in part with Federal
funds. Consequently, the requirements of 49 CFR
Part 23 apply to this contract
b. Obligation: The Contractor agrees to take all
necessary steps to ensure that eligible businesses, as
defined in 49 CFR Part 23, have equal opponunny to
compete for and perform subcontracts financed in
whole or in pan with Federal funds provided under
this contract.
c. The contractor's failure to carry out the
requirements of paragraphs 5a and 5b o1 this Section
11 shall constitute a breach 01 contract and may resus
in termination o1 the contract or other appropriate
action.
d. The contractor shall provide all information
and reports required by 49 CFR Pan 23 or directives
issued pursuant thereto, and shall permit access to its
books, records, accounts, other sources of
information and its facilities as may be determined by
the SHA or the FHWA to be pertinent to ascertain
compliance with the regulations or directives.
F1iWA 1273 Rn.a/69
t2.4e9
Ill. NONSEGREGATED FACILITIES
(Applicable to Federal -aid construction contracts and
related subcontracts exceeding 510,000.)
t By submission of this bid, the execution of this
contract or subcontract, or the consummation of this
material supply agreement or purchase -order, as
appropriate, the bidder. Federal aid construction
contractor, subcontractor. material supplier, or vendor,
as appropriate, certifies that the firm does not
maintain or provide for its employees any segregated
facilities at any of its establishments, and that the firm
does not permit its employees to perform their
services at any location. under its control, where
segregated facilities are maintained. The firm agrees
that -a breach of this certification is a violation of the
Equal Opportunity Clause in this contract. The firm
further certifies that - no employee will be denied
access to adequate facilities on the basis of sex.
b. As used in this certification, ine term
'segregated facilities' means any waning rooms, work
areas, restrooms and washrooms, restaurants and
other sating areas, timeclocks, locker rooms, and
other storage or dressing areas, parking lots, drinking
fountains, recreation or entertainment areas,
transportation, and housing Iacilities provided tor
employees which are segregated by:expliat directive,
or are, in fact, segregated on the basis of race, color.
religion, or national origin, because of habit, local
custom, or otherwise.
c. The contractor agrees that it has obtained or
will obtain identical certification from proposed
subcontractors or material suppliers prior to award of
subcontracts or consummation of material suppty
agteements exceeding. 510.000 and that it will retain
such cendications in Os fees.
IV. PAYMENT OF PREDETERMINED MINIMUM
WAGE
(Applicable to Federal -aid construction contracts
exceeding 52,000 and related subcontracts.)
FR -6
1. General:
t All mechanics and laborers employed or
working upon the site of the work will be paid
uncondnionatly and not less ohen than once a week
and without subsequent deduction or rebate on any
account (except such payroll deductions as are
permmed by regulations issued by the Secretary of
Labor under the Copeland Act (29 CFR Pan 3)j the
lull amounts of wages and bona tide fringe benefits
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(or cash equivalents thereof) due at time of payment.
The payment shall be computed at wage rates not
less than those contained in the wage determination
of the Secretary of Labor (hereinafter the wage
determination') which is attached hereto and made a
pan hereof, regardless of any contractual relationship
which may be alleged to exist between the contractor
or its subcontractors and such laborers and
mechanics. The wage determination (including any
additional classifications and wage rates conformed
under paragraph 2 of this Section IV and the DOL
poster (WH-1321) or Form FNWA-1495) shall be
posted at all times by the contractor and its
subcontractors at the site of the work in a prominent
and accessible place where it can be easily seen by
the workers. For the purpose ol this Section,
contributions made or costs reasonably anticipated for
bona fide fringe benefits under Section 1(b)(2) of the
Davis -Bacon Act (40 U.S.C. 276a) on behalf of
laborers or mechanics are considered wages paid to
such laborers or mechanics, subject to the provisions
of Section IV. paragraph 3b. hereof. Also, lor the
purpose of this Section, regular contributions made or
costs incurred for more than a weakly period (but not
less often than quanerly) under plans, funds, or
programs. which cover the particular weekly period.
are deemed to be constructively made or incurred
during such weekly period. Such laborers and
mechanics shall be paid the appropriate wage rate
and fringe benefits on the wage determination for the
classification ol work actually perlormed, without
regard to skill, except as provided in paragraphs 4
and 5 o1 this Section IV.
b. Laborers or mechanics performing work in
more than one classification may be compensated at
the rate specified lor each classification for the lime
actually worked therein, provided, that the employer's
payroll records accurately set forth the time spent in
each dassdication in which work is performed.
c. All rulings and interpretations of the Davis -
Bacon and Related Acts contained in 29 CFR Pans 1,
3, and 5 are herein incorporated by reference in this
contract. •
2. Classification:
a. The SHA contracting officer shall require that
any class of laborers or mechanics employed under
the contract, which is not listed in the wage
determinatan, shall be classified in conformance with
the wage determination.
b. The contracting officer shall approve an
additional classification, wage rate and fringe benefits
therefor only when the following criteria have been
met:
FR -7
(1) the work to be performed by the
additional classification requested is not
performed by a classification in the wage
determination:
(2) the additional classification is utilized in
the area by the construction industry; and
(3) the proposed wage rate. including any
bona fide fringe benefits. bears a reasonable
relationship to the wage rates contained in the
wage determination.
C. If the contractor or subcontractors, as
appropriate. the laborers and mechanics (d known) to
be employed in the additional classification or their
representatives, and the contracting officer agree on
the classification and wage rate (including the amount
designated for fringe benefits where appropriate), a
report of the action taken shall be sent by the
contracting officer to the U.S. Department of Labor,
Administrator of the Wage and Hour Division,
Employment Standards Administration, Washington,
D.C. 20210. The Wage and Hour Administrator, or an
authorized representative, will approve, modify, or
disapprove every additional classification anion within
30 days of receipt and so advise the contracting
officer or will notify the contracting officer within the
30day period that additional time is necessary.
d. In the event the contractor or subcontractors,
as appropriate. the laborers or mechanics to be
employed in the additional classification or their
representatives, and the contracting officer do not
agree on the proposed classification and wage rate
(including the amount designated for fringe benefits,
where appropriate), the contracting officer shall refer
the questions, including the views of all interested
parties and the recommendation of the contracting
officer, to the Wage and Hour Administrator lor
determination. Said Administrator, or an authorized
representative, will issue a determination within 30
days of receipt and so advise the contracting officer or
will notify the contracting officer within the 30 -day
period that additional time is necessary.
e. The wage rate (including fringe benefits where
appropriate) determined pursuant to paragraph 2c or
2d of this Section IV shall be paid to all workers
performing work in the additional classification trom
the first day on which work is performed in the
classification.
FNWA 1273 Rrrr.611
12.4-89
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3. Payment of Fringe Sensate:
a Whenever the minimum wage rate prescribed
in the contract for a class of laborers or mechanics
includes a Iringe benefit which is not expressed as an
hourly rate, the contractor or subcontractors, as
appropriate, shall either pay the benefit as stated in
the wage determination or shall pay another bona fide
fringe benefit or an hourly cash equivalent thereof.
b. 11 the contractor or subcontractor. as
appropriate, does not make payments to a trustee or
other third person, he/she may consider as part ol the
wages of any laborer or mechanic the amount of any
costs reasonably anticipated in providing bona fide
fringe benefits under a plan or program, provided, that
the Secretary of Labor has found, upon the written
request of the contractor, that the applicable
standards of the Davis -Bacon Act have been met.
The Secretary of Labor may require the contractor to
set aside in a separate account assets for the meeting
of obligations under the plan or program.
4. Apprenticas end Trainees (Programa of the
U.S. Department of Labor):
a Apprentices:
(1) Apprentices will be permitted to work at
less than the predetermined rate for the work
they performed when they are employed
pursuant to and individually registered in a bona
lide apprenticeship program registered with the
U.S. Department of Labor, Employment and
Training Administration, Bureau of Apprenticeship
and Training, or with a State apprenticeship
agency recognized by the Bureau, or e a person
is employed in his/her first 90 days of
probationary employment as an apprentice in
such an apprenticeship program; who is not
individually registered in the program, bur who
has been certified by the Bureau of
Apprenticeship and Training or a State
apprenticeship agency (where appropriate) to be
eligible for probationary employment as an
apprentice.
(2) The allowable ratio of apprentices to
journeyman -level employees on -the job site in
any craft classification shall not be greater than
the ratio permitted to the contractor as to the
entire work force under the registered program.
Any employee listed on a payroll at an apprentice
wage rate, who is not registered or otherwise
employed as stated above, shall be paid not less
than the applicable wage rate listed in the wage
determination for the classification of work
FHWA 1273 Rev. wee
12-4•89
FR -8
actually performed. In addition. any apprentice
performing work on the job site in excess of the
ratio permitted under the registered program shall
be paid not less than the applicable wage Fate on
the wage determination for the work actually
performed. Where a contractor or subcontractor
is performing construction on a project in a
locality other than that in which its program is
registered, the ratios and wage rates (expressed
in percentages of the journeyman -level hourly
rate) specified in the contractor's or
subcontractor's registered program shall be
observed.
(3) Every apprentice must be paid at not less
than the rate specified in the registered program
for the apprentice's level of progress, expressed
as a percentage of the journeyman -level hourly
rate specified in the applicable wage
determination. Apprentices shall be paid fringe
benefits in accordance with the provisions of the
apprenticeship program. If the apprenticeship
program does not specify fringe benefits,
apprentices must be paid the lull amount of tringe
benefits listed on the wage determination for the
applicable classification. 11 the Administrator for
the Wage and Hour Division determines that a
different practice prevails for the applicable
apprentice classification, fringes shall be paid in
accordance with that determination.
(4) In the event the Bureau of Apprenticeship
and Training, or a State apprenticeship agency
recognized by the Bureau, withdraws approval ol
an apprenticeship program, the contractor or
subcontractor will no longer be permitted to utilize
apprentices at less than the applicable
predetermined rate for the comparable work
performed by regular employees until an
acceptable program is approved.
b. Trainees:
(1) Except as provided in 29 CFR 5.16,
trainees will not be permitted to work at less than
the predetermined rate for the work perlormed
unless they are employed pursuant- to and
individually registered in a program which has
received prior approval, evidenced by formal
certification by the U.S. Department of Labor.
Employment and Training Administration.
(2) The ratio of trainees to journeyman -level
employees on the job site shall not be greater
than permitted under the plan approved by the
Employment and Training Administration. Any
employee listed on the payroll at a trainee rate
who is not registered and panicipating in a
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training plan approved by the Employment and
Training Administration shall be paid not less
than the applicable wage rate on the wage
determination for the classilication of work
actually performed. In addition, any trainee
perlorming work on the job site in excess of the
rata permitted under the registered program shall
be paid not lass than the applicable wage rate on
the wage determination for the work actually
performed.
(3) Every trainee must be paid at not less
than the rate specified in the approved program
for his/her level of progress. expressed as a
percentage of the journeyman -level hourly rate
specified in the applicable wage determination.
Trainees shall be paid fringe benefits in
accordance with the provisions of the trainee
program. if the trainee program does not
mention fringe benefits, trainees shall be paid the
NU amount of fringe benefits listed on the wage
determination unless the Administrator of the
Wage and Hour Division determines that there is
an apprenticeship program associated with the
corresponding journeyman -level wage rate on the
wage determination which provides for less than
full fringe benefits for apprentices, in which case
such trainees shall receive the same fringe
benefits as apprentices.
(4) In the event the Employment and Training
Administration withdraws approval of a training
program, the contractor or subcontractor will no
longer be permitted to utilize trainees at less than
the applicable predetermined rate for the work
performed until an acceptable program is
approved.
e. Equal Employment Opportunity:
The utilization of apprentices, trainees, and
journeymen -level employees shall be in
conformity with the equal employment opponunny
requirements o1 Executive Order 11246.23 CFR
230A, and 29 CFR Pan 30.
5. Apprentices end Trainees (P►ograma of
the U.S. Department of Tranaportatlonj:
Apprentices and trainees working under
apprenticeship and skill training programs which
have been certified by the Secretary of
Transportation as promoting equal employment
opportunity in connection with Federal -aid
highway construction programs are not subject to
the requirements of paragraph 4 of this Section
IV. The straight time hourly wage rates for
FR -9
apprentices and trainees under such programs
will be established by the particular programs.
The ratio of apprentices and trainees to
journeymen shall not be greater than permitted
by the terms of the particular program.
6. Withholding:
The SHA shall upon its own anion or upon written
request of an authorized representative of the DOL
withhold, or cause to be withheld, from the contractor
or subcontractor under this contract or any other
Federal contract with the same prime contractor, or
any other federally -assisted contract subject to Davis -
Bacon prevailing wage requirements which is held by
the same prime contractor, as much of the accrued
payments or advances as may be considered
necessary to pay laborers and mechanics, including
apprentices, trainees, and helpers, employed by the
contractor or any subcontractor the full amount of
wages required by the contract. In the event of failure
to pay any laborer or mechanic, including any
apprentice, trainee, or helper, employed or working on
the site of the work. all or pan of the wages required
by the contract, the SHA contracting oiled may, aher
written notice to the contractor, take such action as
may be necessary to cause the suspension of any
further payment, advance, or guarantee of funds until
such violations have ceased.
7. Overtime Requirements:
No Contractor or subcontractor contracting for any
pan of the contract work which may require or involve
the employment of laborers. mechanics, watchmen, or
guards (including apprentices and trainees described
in paragraphs 4 and 5 above) shall require or permit
any laborer, mechanic, watchman, or guard in any
workweek in which he/she is employed on such work.
to work in excess of 40 hours in such workweek
unless such laborer. mechanic, watchman, or guard
receives compensation at a rate not less than one -
and -one -hall limes his/her basic rate of pay for all
hours worked in excess of 40 hours in such
workweek.
8. Violation:
Liability for Unpaid Wages; Liquidated Damages:
In the event of any violation of the clause set lonh in
paragraph 7 above, the contractor and any
subcontractor responsible therefor shall be liable to
the enacted employee for his/her unpaid wages. In
addition, such contractor and subcontractor shall be
liable to the United Stales (in the case of work done
FHWA 1719 Rev. 649
12+69
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under contract for the District of Columbia or a
territory, to such District or to such territory) for
liquidated damages. Such liquidated damages shall
be computed with respect to each individual laborer,
mechanic, watchman. or guard employed in violation
of the clause set lonh in paragraph 7, In the sum of
$10 for each calendar day on which such employee
was required or permitted to work in excess of the
standard workweek ol 40 hours without payment of
the overtime wages required by the clause set lorth in
paragraph 7.
8. Withholding for Unpaid Wages and Liquidated
Damages:
The SHA shall upon its own action or upon written
request of any authorized representative of the DOL
withhold, or cause to be withheld, from any monies
payable on account of work performed by the
contractor or subcontractor under any such contract
or any other Federal contract with the same prime
contractor, or any other federally -assisted contract
subject to the Contract Work Hours and Safety
Standards Act, which is held by the same prime
contractor, such sums as may be determined to be
necessary to satisfy any liabilities ol such contractor
or subcontractor for unpaid wages and liquidated
damages as provided in the clause set forth in
paragraph 8 above.
V. STATEMENTS AHD PAYROLLS
(Applicable to Federal -aid construction contracts
exceeding $2,000 and related subcontracts.)
1. Compliance with Copeland Regulations (29
CFR Part 3):
The contractor shall comply with the Copeland
Regulations of the Secretary of Labor which are
herein incorporated by reference.
2. Payrolls and Payroll Records:
a. Payrolls and basic. records relating
thereto shall be maintained by the contractor and
each subcontractor during the course of the work
and preserved for a period of 3 years from the
date of completion of the contract for all laborers,
mechanics, apprentices, trainees, watchmen, and
guards working at the site of the work.
b. The payroll records shall contain the
name, social security number, and address of
each such employee. his or her correct
FHWA 1273 As. Noe
12-44Q
FR -10
classification. hourly rates of wages paid
(including rates of contributions or costs
anticipated for bona fide fringe benefits or cash
equivalents thereof of the types described in
Section 1(b)(2)(B) of the Davi•Bacon Act), daily
and weekly number of hours worked, deductions
made and actual wages paid. Whenever the
Secretary of Labor, pursuant to Section IV,
paragraph 3b, has found that the wages ol any
laborer or mechanic include the amount of any
costs reasonably anticipated in providing benefits
under a plan or program described in Section
1(b)(2)(B) of the Davis -Bacon Act, the contractor
and each subcontractor shall maintain records
which show that the commitment to provide such
benefits is enforceable, that the plan or program .
is financially responsible, and that the plan or
program has been communicated in writing to the
laborers or mechanics affected, and records
which show the costs anticipated or the actual
costs incurred in providing such benefits.
Contractors or subcontractors employing
apprentices or trainees under approved programs
shall maintain written evidence of the registration
ol apprenticeship programs and cenitication of
trainee programs, -the registration ol apprentices
and trainees, and the ratios and wage rates
prescribed in the applicable programs.
c. Each contractor and subcontractor. shall
furnish each week in which any contract work is
performed to the SHA resident engineer a payroll
of wages paid each of its employees (including
apprentices and trainees described in Section IV,
paragraphs 4 and 5 and watchmen and guards
engaged on work during the preceding weekly
payroll period). The payrolls submitted shall set
out accurately and completely all ol the
information required to be maintained under
paragraph 2b of this Section V. This information
may be submitted in any form desired. Optional
Form WH-347 is available for this purpose and
may be purchased from the Superintendent of
Documents (Federal stick number 029.005-
0014.1), U.S. Government Printing Office,
Washington, D.C. 20402. The prime contractor is
responsible for the submission ol copies of
payrolls by all subcontractors.
d Each payroll submitted shall be
accompanied by a 'Statement of Compliance,
signed by the contractor or subcontractor or
his/her agent who pays or supervises the
payment of the persons employed under the
mrsract and shall canny the following:
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(1) that the payroll for the payroll period
contains the information required to be
maintained under paragraph 2b of this
Section V and that such information is
conect and complete;
(2) that such laborer or mechanic
(including each helper, apprentice, and
trainee) employed on the contract during the
payroll period has been paid the full weekly
wages gamed, without rebate, either directly
or indirectly, and that no deductions have
been made either directly or indirectly from
the full wages earned, other than permissible
deductions as set forth in the Regulations, 29
CFR Part 3;
(3) that each laborer or mechanic has
been paid not less than the applicable wage
rates and fringe benefits or cash equivalents
for the classification of work performed, as
specified in the applicable wage
determination incorporated into the contract.
e. The weekly submission of a properly
executed -certification set forth on the reverse
side of Optional Form WH-347 shall satisfy the
requirement for submission of the 'Statement of
Compliance' required by paragraph 2d of this
Section V.
1. The falsification of any of the above
cendications may subject the contractor to civil or
criminal prosecution under Section 1001 of Title
18 and Section 231 of Title 31 of the United
States Code.
g. The contractor or subcontractor shall
make the records required under paragraph 2b of
this Section V available for inspection, copying, or
transcription by authorized representatives or the
SHA, the FHWA, or the DOL, and shall permit
such representatives to interview employees
during working hours on the job. If the contractor
or subcontractor faits to submit the required
records or to make them available, the SHA, the
FHWA, DOL, or all may, after written notice to the
contractor, sponsor, applicant, or owner, take
such actions as may be necessary 10 cause the
suspension of any further payment, advance, or
guarantee of funds. Furthermore, failure to
submit the required records upon request or to
make such records available may be grounds for
debarment action pursuant to 29 CFR 5.12.
VI. RECORD OF MATERIALS, SUPPLIES, AND
LABOR
1. On all Federal -aid primary, urban, and Interstate
System contracts, except those which provide solely tor
the installation of protective devices at railroad grade
crossings, those which are constructed on a force account
or direct labor basis, highway beautification contrails, and
contracts for which the total final construction cost for
roadway and bridge is less than $1,000,000 (23 CFR Pan
635) the contractor shall:
a. Become familiar with the list of specific
materials and supplies contained in Form FHWA-47,
"Statement of Materials and Labor Used by Contractor
of Highway Construction Involving Federal Funds,
prior to the commencement of work under this
contract.
b. Maintain a record o1 the total cost of all
materials and supplies purchased for and
incorporated in the work, and also of the quantities of
those specific materials and supplies listed on Form
FHWA-47, and in the units shown on Form FHWA-47.
c. Furnish, upon the completion of the contract,
to the SHA resident engineer on Form FHWA-47
together with the data required in paragraph 1b
relative to materials and supplies, a final labor
summary of all contract work indicating the total hours
worked and the total amount earned.
2. At the prime contractor's option, either a single
report covering all contract work or separate reports for the
contractor and for each subcontract shall be submrned.
VII. SUBLETTING OR ASSIGNING THE
CONTRACT
1. The contractor -shall perform with its own
organization contract work amounting to not less than 30
percent (or a greater -percentage if specified elsewhere in
the contract) of the total original contract puce, excluding'
any specialty items designated by the State. Specialty
items may be performed by subcontract and the amount of
any such specialty items so performed may be deducted
from the total original contract price before computing the
amount of work required to be performed by- the
contractor's own organization (23 CFR Pan 635).
a. 'Its own organization' shall be construed to
include only workers employed and paid directly by
the prime contractor and equipment owned or rented
by the prime contractor, with or without operators.
Such term does not include employees or equipment
FR -11
FHWA 1273 Fitt. OM
12-4-89
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of a subcontractor, assignee, or agent o1 the prime
contractor.
b. "Specialty hems' shall be construed to be
limited to work that requires highly specialized
knowledge. abilities, or equipment not ordinarily
available in the type of contracting organizations
qualified and expected to bid on the contract as a
whole and in general are to be limited to minor
components of the overall contract.
2. The contract amount upon which the requirement
set forth in paragraph 1 of this Section VII is computed
includes the cost of materials and manufactured products
which are to be purchased or produced by the contractor
under the contract provisions.
3. The contractor shall furnish (a) a competent
superintendent or supervisor who is employed by the firm,
has lull authority to direct performance of the work in
accordance with the contract requirements. and is in
charge of all construction operations (regardless of who
performs the work) and (b) such other ol its own
organizational resources (supervision, management, and
engineering services) as the SHA contracting officer
determines is necessary to assure the performance of the
contract.
4. No portion of the contract shall be sublet, assigned
or otherwise disposed of except with the written consent of
the SHA contracting officer, or authorized representative,
and such consent when given shall not be construed to
relieve the contractor of any responsibility for the fullillment
of the contract. Written consent will be given only after the
SHA has assured that each subcontract is evidenced in
writing and that it contains all pertinent provisions and
requirements of the prime contract.
dangerous to histner health or salary, as determined under
construction safety and health standards (Title 29. Code of
Federal Regulations, Part 1926 (formerly Pan 1518) as
may be revised] promulgated by the Secretary of Labor, in
accordance with Section 107 of the Contract Work Hours
and Salety Standards Act (83 Stat. 96).
VHIL SAFETY: ACCIDENT PREVENTION
1. In the performance of this contras the contractor
shall comply with all applicable Federal. State, and,tocal
laws governing safety, hearth, and sanitation (23 CFR Pan
635). The contractor shall provide a8 safeguards, Safety
devices and protective equipment and take anti other
needed actions as it determines, or as the SHA
contracting officer may determine, to be reasonably
necessary to protect the We and health of employees on
the job and the safety of the public and to protect property
in connection with the performance of the work covered by
the contract
2. It is a condition of this contract, and shall be made
a condition of each subcontract entered into pursuant to
this contract, that the contractor and any subcontractor
shall not require any laborer or mechanic employed in
performance of the contract to work in surroundings or
under conditions which are unsanitary, hazardous, or
vHwA t273 Rw.&ee
t2+69
IX. FALSE STATEMENTS CONCERNING HIGHWAY
PROJECTS
In order to assure high quality and durable construction
in conformity with approved plans and specifications and a
high degree of reliability on statements and
representations made by engineers. contraaors, suppliers,
and workers on Federal -aid highway projects, it is
essential that all persons concerned with the project
perform their functions as carefully, thoroughly, and.
honestly as possible. Willlul falsification, distortion, or
misrepresentation with respect to any facts related to the
project is a violation of Federal law. To prevent any
misunderstanding regarding the seriousness of these and
similar acts, the following notice shall be posted on each
Federal aid highway project (23 CFR Pan 635) in one or
more places where it is readily available to all persons
concerned with the project:
NOTICE TO ALL PERSONNEL ENGAGED ON
FEDERAL -AID HIGHWAY PROJECTS
Title 18. United States Code, Section 1020, reads as
follows:
FR -12
'Whoever, being an officer, agent. or employee of
the United States, or of any State or Territory, or
whoever, whether a person. association, firm. or
corporation, knowingly makes any lalse statement.
false representation. or false report as to the
character. quality, quantity, or cost of the material
used or to be used, or the quantity or quality ol the
work performed or to be performed. or the costs
thereof in connection with the submission of plans,
maps. specifications, contracts, or costs of
construction an any highway or related _project
submitted for approval to the Secretary of
Transportation; or
*Whoever knowingly makes any false statement.
false representation. false capon of false claim with
respect to the character, quality, quantity, or cost of
any work performed or to be performed. or materials
furnished or to be Iurnished, in connection with the
construction of any highway or related project
approved by the Secretary of Transportation: or
'Whoever knowingly makes any lalse statement or
false representation as to material fact in any
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statement, certificate, or report submitted pursuant to
provisions of the Federal -Aid Roads Act approved
July 1, 1916, (39 Stat. 355), as amended and
supplemented;
'Shall be lined not more than $10,000 or
imprisoned not more than 5 years. or both.'
X. IMPLEMENTATION OF CLEAN AIR ACT AND
FEDERAL WATER POLLUTION CONTROL ACT
(Applicable Federal -aid construction contracts and
related subcontracts exceeding $100,000.)
By submission of this bid, or the execution of this
contract or subcontract, as appropriate, the bidder,
Federal -aid construction contractor, or subcontractor, as
appropriale, will be deemed to have stipulated as follows:
1. That any facility that is or will be utilized in the
performance of this contract. unless such contract is
exempt under the Clean Air Act, as amended (42
U.S.C. 1857 et seq., as amended by Pub. L. 91-604),
and under the Federal Water Pollution Control Act, as
amended (33 U.S.C. 1251, et seq., as amended by
Pub. L. 92.500), Executive Order 11738, and
regulations in implementation thereof (40 CFR Part
15) is not listed, on the date of contract award, on the
U.S. Environmental Protection Agency (EPA) List of
Violating Facilities pursuant to 40 CFR 15.20.
2. That the firm agrees to comply and remain in
compliance with all the requirements of Section 114 of
the Clean Air Act and Section 308 of the Federal
Water Pollution Control Act and all regulations and
guidelines listed thereunder.
3. That the Iirm shall promptly notify the SHA of
the receipt of any communication from the Director,
Office of Federal Activities, EPA, indicating that a
facility that is or will be utilized for the contract is
under- consideration to be listed on the EPA List of
Violating Facilities.
4. That the firm agrees to include or cause to be
included the requirements of paragraphs 1 through 4
ol this Section X in every nonexempt subcontract, and
lusher agrees -to take such action as the government
may direct as a means of enforcing such
requirements.
Xl. CERTIFICATION REGARDING DEBARMENT,
SUSPENSION, INELIGIBILITY AND VOLUNTARY
EXCLUSION —LOWER TIER COVERED
TRANSACTIONS
(Applicable to all subcontractors, material suppliers,
vendors and other bwer tier participants.)
1. Instructions for Certification:
FR -13
a.. By signing and submitting this proposal. the
prospective lower tier participant is providing the
certification set out below.
b. The certification in this clause is a material
representation of tact upon which reliance was placed
when this transaction was entered into. If it is later
determined that the prospective bwer tier participant
knowingly rendered an erroneous certification, in
addition to other remedies available to the Federal
Government, the department or agency with which
this transaction originated may pursue available
remedies, including suspension and/or debarment.
c. The prospective lower tier panicipant shall
provide immediate written notice to the person to
which this proposal is submitted if at any time the
prospective lower tier participant learns that its
cenilication was erroneous when submitted or has
become erroneous by reason of changed
circumstances.
d. The terms 'covered transaction' 'debarred'
'suspended,' 'ineligible,' lower tier covered
transaction,' spanicipant,"person. primary covered
transaction,"principaf,"proposal.' and Yoluntarily
excluded' as used in this clause, have the meanings
set out in the Definitions and Coverage sections ol
rules implementing Executive Order 12549. You may
contact the person to which this proposal is submitted
for assistance in obtaining a copy ol those
regulations.
e. The prospective bwer tier panicipant agrees
by submitting this proposal that, should the proposed
covered transaction be entered- into, n shall not
knowingly enter into any lower tier covered
transaction with a person who is debarred,
suspended. declared ineligible, or voluntarily excluded
from participation in this covered transaction. unless
authorized by the department or agency with which
this transaction originated.
1. The prospective lower tier participant further
agrees by submitting this proposal that n wdl include
this clause titled 'Certification Regarding Debarment,
Suspension, Ineligibility and Voluntary Exclusion —
Lower Tier Covered Transaction.' without
modification, in all lower tier covered transactions and
in all solicitations for lower tier covered transactions.
g. A participant in a covered transaction may rely
upon a certification of a prospective panicipant in a
lower tier covered transaction that n is not debarred,
suspended, ineligible, or voluntarily excluded from the
covered transaction. unless it knows that the
certification is erroneous. A participant may decide the
method and frequency by which n determines the
FHWA 1273 Rev. S'69
12w69
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eligibility of its principals. Each participant may, but is
not required to, check the Nonprocurement List.
h. Nothing contained in the foregoing shall be
construed to require establishment of a system of
records in order to render in good faith the certification
required by this clause. The knowledge and
information of a participant is not required to exceed
that which is normally possessed by a prudent person
in the ordinary course of business dealings.
1 Except for transactions authorized under
paragraph e of these instructions. d a participant in a
covered transaction knowingly enters into a lower tier
covered transaction with a person who is suspended,
debarred, ineligible. or voluntarily excluded from
participation in this transaction, in addition to other
remedies available 10 the Federal Government, the
department or agency with which this transaction
FHWA 1273 Rt. WU
12-4-69
originated may pursue available remedies, including
suspension and/or debarment.
2. Certification Regarding Debarment,
Suspension, Ineligibility and Voluntary Exclusion —
Lower Tler Covered Transactions:
FR -14
a. The prospective lower tier participant certifies,
by submission of this proposal, that neither it nor ns
principals is presently debarred. suspended, proposed
for debarment, declared ineligible, or voluntarily
excluded from participation in this transaction by any
Federal department or agency.
b. Where the prospective lower tier participant is
unable to canny to any of the statements in this
certification, such prospective participant shall attach
an explanation to this proposal.
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FEDERAL -AID FEMALE AND MINORITY GOALS
In accordance with Section II, 'Nondiscrimination,'
paragraph 2b, of 'Required Contract Provisions Federal -
aid Construction Contracts' the following are the goals for
female utilization:
Goal for Women
(applies nationwide) (percent) 6.9
The following are goals for minority utilization:
CALIFORNIA ECONOMIC AREA
Goal
(Percent)
174 Redding, CA:
Non-SMSA Counties 6.8
CA Lassen; CA Modoc;
CA Plumas; CA Shasta;
CA Sisk you; CA Tehama.
175 Eureka, CA:
Non-SMSA Counties . 6.6
CA Del Norte; CA Humboldt;
CA Trinity,
176 San Francisco -Oakland -San Jose, CA:
SMSA Counties:
7120 Salinas -Seaside.
Monterey, CA.... 28.9
CA Monterey.
7360 San Francisco -Oakland, CA. 25.6
CA Alameda; CA Contra Costa;
CA Marin; CA San Francisco;
CA San Mateo.
7400 San Jose, CA 19.6
CA Santa Clara.
7485 Santa Cruz, CA • 14.9
CA Santa Cruz,
7500 Santa Rosa, CA 9.1
CA Sonoma.
8720 Vallejo -Fairfield- Napa, CA 17.1
CA Napa; CA Solano
Non-SMSA Counties ....„... ..... »....... _......... 23.2
CA Lake; CA Mendocino;
CA San Benno.
177 Sacramento, CA:
SMSA Counties:
6920 Sacramento, CA. 16.1
CA Placer; CA Sacramento;
CA Yob.
Non-SMSA Counties 14.3
CA Butte; CA Colusa;
CA El Dorado; CA Glenn;
CA Nevada; CA Sierra;
CA Sutter; CA Yuba.
178 Stockton -Modesto, CA:.
SMSA Counties:
5170 Modesto, CA 12.3
CA Stanislaus.
8120 Stockton, CA 24.3
CA San Joaquin.
Non-SMSA Counties 19.8
CA Alpine; CA Amador;
CA Calaveras; CA Mariposa;
CA Merced; CA Tuolumne.
179 Fresno -Bakersfield, CA:
SMSA Counties:
0680 Bakersfield, CA 19.1
CA Kern.
2840 Fresno, CA 26.1
CA Fresno.
Non-SMSA Counties 23.6
CA Kings; CA Madera;
CA Tulare.
180 Los Angeles, CA:
FR -15
SMSA Counties:
0360 Anaheim -Santa Ana -Garden
Grove, CA 11.9
CA Orange.
12169
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4480 Los Angeles -Long
Beach. CA 28.3
CA Los Angeles.
6000 Oxnard -Simi Valley -
Ventura, CA 21.5
CA Ventura.
6780 Riverside -San Bernardino-
Ontarq, CA. 19.0
CA Riverside;
CA San Bernardino.
7480 Santa Barbara -Santa Maria -
Lompoc, CA 19.7
CA Santa Barbara.
Non-SMSA Counties—...... ..... ....... 24.6
CA Inyo; CA Mono;
CA San Luis Obispo.
12-4-89
181 San Diego, CA:
SMSA Counties
7320 San Diego, CA. _...— 16.9
•
CA San Diego.
Non-SMSA Counties ..._.._...-_........... 182
CA Imperial.
In addition 10 the reporting requirements set forth
elsewhere in this contract the Contractor and
subcontractors holding subcontracts. not inducting material
suppliers. of $10.000 or more, shall submit for every
month of July during which work is -performed.
employment data as contained under Form PR -1391
(Appendix C to 23 CFR, Part 2301; and in accordance with
the instructions included thereon.
FR -16
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Fad (DBE Goals) 8100: 01-1991
(Because some colored inks will not reproduce in copy
machines, please use black ink to complete this proposal.)
(DO NOT DETACH)
PROPOSAL TO THE HONORABLE CITY COUNCIL
CITY OF SAN MATEO, CALIFORNIA
NAME OF BIDDER
BUSINESS P.O. BOX
CITY, STATE, ZIP
BUSINESS STREET ADDRESS
CITY, STATE, ZIP
TELEPHONE NO: AREA CODE ( )
FAX NO. AREA CODE ( )
The work for which this proposal is submitted is for construction in accordance with the special
provisions (including the payment of not less than the minimum wage rate set forth therein), the project
plans described below, including any addenda thereto, the contract annexed hereto, and also in accordance
with the Department of Transportation Standard Plans, dated January, 1988, the Standard Specifications,
dated January, 1988, the Labor Surcharge And Equipment Rental Rates in effect on the date the work is
accomplished, and the General Prevailing Wage Rates, dated April 1991. May 20, 1991
The special provisions and project plans for the work to be done are dated and
are entitled:
(PY.x inclsd...a, I/ to. Bar .a.c)
CITY OF SAN MATEO; DEPARTMENT OF PUBLIC WORKS;
PROJECT PLANS FOR CONSTRUCTION OF TRAFFIC SIGNALS AND SIGNAL
INTERCONNECT, FASHION ISLAND BOULEVARD AT SOUTHBOUND US 101
RAMPS AND 19TH AVENUE AT GRANT STREET
Bids are to be submitted for the entire work. The amount of the bid for comparison purposes will be the
total of all items.
The bidder shall set forth for each unit basis item of work a unit price and a total for the item, and for
each lump sum item a total for the item, all in clearly legible figures in the respective spaces provided for that
purpose. In the case of unit basis items, the amount set forth under the "Item Total" column shall be the
product of the unit price bid and the estimated quantity for the item.
In case of discrepancy between the unit price and the total set forth for a unit basis item, the unit price
shall prevail, except as provided in (a) or (b), as follows:
(a) If the amount set forth as a unit price is unreadable or otherwise unclear, or is omitted, or is the
same as the amount as the entry in the item total column, then the amount set forth in the item total
column for the item shall prevail and shall be divided by the estimated quantity for the item and the
price thus obtained shall be the unit price;
(b) (Decimal Errors) If the product of the entered unit price and the estimated quantity is exactly off by
a factor of ten, one hundred, etc., or one -tenth, or one -hundredth, etc. from the entered total, the
discrepancy will be resolved by using the entered unit price or item total, whichever most closely
approximates percentagewise the unit price or item total in the City's Final Estimate of cost.
City of San Mateo, Fashion Island Blvd. Siganls Page 1
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If this proposal shall be accepted and the undersigned shall fail to enter into the contract and furnish the
2 bonds in the sums required by the State Contract Act, with surety satisfactory to the City of San Mateo,
within 8 days, not including Saturdays, Sundays and legal holidays, after the bidder has received notice from
the City that the contract has been awarded, the City of San Mateo may, at its option, determine that the
bidder has abandoned the contract, and thereupon this proposal and the acceptance thereof shall be null and
void and the forfeiture of such security accompanying this proposal shall operate and the same shall be the
property of the City of San Mateo.
The undersigned, as bidder, declares that the only persons or parties interested in this proposal as
principals are those named herein; that this proposal is made without collusion with any other person, firm,
or corporation; that he has carefully examined the location of the proposed work, the annexed proposed
form of contract, and the plans therein referred to; and he proposes, and agrees if this proposal is accepted,
that be will contract with the City of San Mateo, 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 according
to the requirements of the Engineer as therein set forth, and that he will take in full payment therefor the
following prices, to wit:
ENGINEER'S ESTIMATE
Item
No.
Description of Work
Unit
Quantity
Unit Price
ONmoues)
Total Amount of
Item thynouns)
1
Modify Curb Radius
Lump Sum
1
2
Modify Island
Lump Sum
1
3
WbeelchairRamp
Each
7
4
Pavement Markings
Lump Sum
1
5
Traffic Signal Fashion Island Blvd @
US 101 SB Ramps
Lump Sum
1
6
Traffic Signal 19th Ave. @ Grant St.
Lump Sum
1
7
Signal Interconnect
Lump Sum
1
TOTAL BID
NOTE: "TOTAL BID" is only on the last page of the Engineer's Estimate.
1
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THE BIDDER'S EXECUTION ON THE SIGNATURE
PORTION OF THIS PROPOSAL SHALL ALSO
CONSTITUTE AN ENDORSEMENT AND EXECUTION
OF THOSE CERTIFICATIONS WHICH ARE A PART OF
THIS PROPOSAL
The bidder_, proposed subcontractor hereby certifies that he has , has not participated
in a previous contract or subcontract subject to the equal opportunity clauses, 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 filling requirements.
Note: The above certification is required by the Equal Employment Opportunity Regulations of the
Secretary of Labor (41 CFR 60.1.7(b) (1)), and must be submitted by bidders and proposed subcontractors
only in connection with contracts and subcontracts which are subject to the equal opportunity clause.
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 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 filed the required reports should note that 41 CFR
60-1.7(b) (1) 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.
SMALL BUSINESS STATUS
Are you certified as a "Small Business" by the Office of Small and Business of the Depanment of
General Services of the State of California ?
Please check one of the following: _ yes _ no _ unsure.
(Note: This small business questionnaire is included for statistical reporting only, and your answer neither
affects your bid on this contract, nor will it be cause for penalty.)
City of San Mateo, Fashion Island Blvd. Siganis Page 3
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City Project No. 90-7914
The Bidder shall list the name and address of each subcontractor to whom the Bidder proposes to
subcontract portions of the work, as required by the provisions in 'Required Listing of Proposed
Subcontractors" in Section 2 of the special provisions.
LIST OF SUBCONTRACTORS
Description of portion
Name and address of work subcontracted
City of San Mateo, Fashion Island Blvd. Siganli
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PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT
In accordance with Public Contract Code Section 10285.1 (Chapter 376, Stats. 1985), the bidder hereby
declares
under penalty of perjury under the laws of the State of California that the bidder has , has not been
convicted
within the preceding three years of any offenses referred to in that section, including any charge of fraud,
bribery, collusion, conspiracy, or any other act in violation of any state or federal antitrust law in connection
with the bidding upon, award of, or performance of, any public works contract, as defined in Public Contract
Code Section 1101, with any public entity, as defined in Public Contract Code Section 1100, including the
Regents of the University of California or the Trustees of the California State University: The term "bidder"
is understood to include any partner, member, officer, director, responsible managing officer, or responsible
managing employee thereof, as referred to in Section 10285.1.
Note: The bidder must place a check mark after "has" or "has not" in one of the blank spaces provided.
The above Statement is pan of the Proposal. Signing this Proposal on the signature portion thereof shall
also constitute signature of this Statement.
Bidders are cautioned that making a false certification may subject the certifier to
criminal prosecution.
City of San Mateo, Fashion Island Blvd. Sigants Page 5
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PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE
In accordance with Public Contract Code Section 10162, the Bidder shall complete, under penalty of
perjury, the following questionnaire:
Has the bidder, any officer of the bidder, or any employee of the bidder who has a proprietary interest in
the bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a
federal, state, or local government project because of a violation of law or a safety regulation?
Yes ' No
If the answer is yes, explain the circumstances in the following space.
PUBLIC CONTRACT SECTION 10232 STATEMENT
In accordance with Public Contract Code Section 10232, the Contractor, hereby states under penalty of
perjury, that no more than one final unappealable finding of contempt of court by a federal court has been
issued against the Contractor within the immediately preceding two year period because of the Contractor's,
failure to comply with an order of a federal court which orders the Contractor to comply with an order of the,
National Labor Relations Board. •
Note: The above Statement and Questionnaire are part of the Proposal. Signing this Proposal on the
signature portion thereof shall also constitute signature of this Statement and Questionnaire.
Bidders are cautioned that making a false certification may subject the certifier to
prosecution.
Cuy of San Mateo, Fashion Island Blvd. Siganls
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To the City of San Mateo, Department of Public Works.
NONCOLLUSION AFFIDAVIT
(Title 23 United States Code Section 112 and
Public Contract Code Section 7106)
In accordance with Title 23 United States Code Section 112 and Public Contract Code 7106
the bidder declares that the bid is not made in the interest of, or on behalf of, any .
undisclosed person, partnership, company, association, organization, or corporation; that
the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly
induced or solicited any other bidder to put in a false or sham bid, and has not directly or
indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a
sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner,
directly or indirectly, sought by agreement, communication, or conference with anyone to fix
the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost
element of the bid price, or of that of any other bidder, or to secure any advantage against
the public body awarding the contract of anyone interested in the proposed contract; that all
statements contained in the bid are true; and, further, that the bidder has not, directly or
indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof,
or divulged information or data relative thereto, or paid, and will not pay, any fee to any
corporation, partnership, company association, organization, bid depository, or to any
member or agent thereof to effectuate a collusive or sham bid.
Note: The above Noncollusion Affidavit is part of the Proposal. Signing this Proposal on
the signature portion thereof shall also constitute signature of this Noncollusion
Affidavit.
Bidders are cautioned that making a false certification may subject the certifier to
criminal prosecution.
City of San Mateo, Fashion island Blvd. Siganls - - Page 7
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TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29
DEBARMENT AND SUSPENSION CERTIFICATION
The bidder, under penalty of perjury, certifies that, except as noted below, be/she or any other person
associated therewith in the capacity of owner, partner, director, officer, manager:
is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility
by any federal 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 against it by a court of
competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years.
If there are any exceptions to this certification, insert the exceptions in the following space.
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 applies, initiating agency, and dates'..
of action.
Notes: Providing false information may result in criminal prosecution 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.
Cuyof San Mateo, Fashion Island Blvd. Siganls
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Accompanying this proposal is
(NOTICE. INSERT 7HE WORDS 'CASKS A"CASHIERS CHECK"CERTIFIED CHECK' OR'JIODEMS JONn'AS nit CASE MAY DE)
in amount equal to at least ten percent of the total of the bid.
The names of all persons interested in the foregoing proposal as principals are as follows:
IMPORTANT NOTICE If bidder or other interested person is a
corporation, state legal name of corporation, also
names of the president,
secretary, treasurer, and manager thereof; if a copartnership, state true name of firm, also names of all
individual copartners composing firm; if bidder or other interested person is an individual, state first and last
names in full.
Licensed in accordance with an act providing for the registration of Contractors,
License No. Classification(s)
ADDENDA - This Proposal is submitted with respect to the changes to the contract included in
addenda
number/s
(Frli. w..I. ....,n.. 'bland' An. S.., wa.M ..f NM ., w. Papule(. w Emitted' Lajas* J,nvJai w
By my signature on this proposal I certify, under penalty of perjury under the laws of the State of
California, that the foregoing questionnaire and statements of Public Contract Code Sections 10162, 10232
and 10285.1 are true and correct and that the bidder has complied with the requirements of Section 8103 of
the Fair Employment and Housing Commission Regulations (Chapter 5, Title 2 of the California
Administrative Code). By my signature on this proposal 1 further certify, under penalty of perjury under the
laws of the State of California and the United States of America, that the Noncollusion Affidavit required by
Title 23 United States Code, Section 112 and Public Contract Code Section 7106; and the Title 49 Code of
Federal Regulations, Part 29 Debarment and Suspension Certification are true and correct.
Sigr,
Here
Date:
Business Address
Place of Business
Place of Residence
City of San Mateo, Fashion island Blvd. Siganis
P9024540 03/20/91 DKS Associates
Signature and Title of Bidder
Page 9
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We
CITY OF SAN MATEO, DEPARTMENT OF PUBLIC WORKS
BIDDERS BOND
as Principal,
and as Surety are
bound unto the City of San Mateo, Department of Public Works, hereafter referred to as'Obligee, in the
penal sum of ten percent (10%) of the total amount of the bid of the Principal submitted to the Obligee for
the work described below, for the payment of which sum we bind ourselves, jointly and severally,
THE CONDITION OF THIS OBLIGATION IS SUCH, THAT:
WHEREAS, the Principal is submitted to the Obligee, for
(Caft♦.n w SW Amnion( oat AnalN Meal .
Y Y opposer anah f„yad)
for which bids are to be opened at on
(Ann place Wee a.d.%a M ?ad) (aaw^ 4ww i
NOW, THEREFORE, if the Principal is awarded the contract and, within the time and manner required
under the specifications, after the prescribed forms are presented to him for signature, enters into a written
contract, in the prescribed form, in accordance with the bid, and files two bonds with the Obligee, one to
guarantee faithful performance of the contract and the other to guarantee payment for labor and materials
as provided by law, then this obligation shall be null and void; otherwise, it shall remain in full force.
In the event suit is bought upon this bond by the Obligee and judgement is recovered, the Surety shall
pay all costs incurred by the Obligee in such suit, including a reasonable attorney's fee to be fixed by the
court.
Dated: ,19
State of California
County of
—r•" fea
CERTIFICATE OF ACKNOWLEDGEMENT:
SS
On this day of in the year 19 before me
, personally appeared
Amontraloa
personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name
is subscribed to this instrument as the attorney -in -fact of
and acknowledged to me that he (she) subscribed the name of the said company thereto as surely, and his.
(her) own name as attorney -in -fact.
(SEAL)
Host Niter
City o/' San Mateo, Fashion Island Blvd. Siganls Page 10
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CITY OF SAN MATEO
DEPARTMENT OF PUBLIC WORKS
CITY PROJECT No. 90-7914
THIS AGREEMENT, made and concluded, in duplicate, this day
of 19 between the City of San Mateo, California, by the Department of
Public Works thereof, party of the first part, and
Contractor, party of the second part.
ARTICLE 1.-- WITNESSETH, That for and in consideration of the payments and agreements
hereinafter mentioned, to be made and performed by the said party of the first part,• and under the
conditions expressed in the 2 bonds, bearing even date with these presents, and hereunto annexed, the said
party of the second part agrees with the said party of the first part, at his own proper cost and expense, to do
all the work and furnish all the materials, except such as are mentioned in the specifications to be furnished
by said party of the first part, necessary to construct and complete in a good, workmanlike and substantial
manner and to the satisfaction of the City of San Mateo, Department of Public Works, the work described in
the special provisions and the project plans described below, including any addenda thereto, and also in
accordance with the Department of Transportation Standard Plans, dated January, 1988, the, Standard,
Specifications, dated January, 1988, the Labor Surcharge And Equipment Rental Rates in effect on the date
the work is accomplished, and the General Prevailing Wage Rates, dated April 1991, which said special
provisions, project plans, Standard Plans, Standard Specifications, Labor Surcharge And Equipment Rental.
Rates, and General Prevailing Wage Rates are hereby specially referred to and by such reference made a
part hereof.
The special provisions and project plans for the work to be done are dated
and are entitled:
CITY OF SAN MATEO; DEPARTMENT OF PUBLIC WORKS;
PROJECT PLANS FOR CONSTRUCT1ON OF TRAFFIC SIGNALS AND SIGNAL
INTERCONNECT, FASHION ISLAND BOULEVARD AT SOUTHBOUND US 101
RAMPS AND 19TH AVENUE AT GRANT STREET
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ARTICLE IL-- The said party of the first part hereby promises and agrees with the said Contractor to
employ, and does hereby employ, the said Contractor to provide the materials and to do the work according
to the terms and conditions herein contained and referred to, for the prices hereinafter set forth. and hereby
contracts to pay the same at the time, in the manner and upon the conditions herein set forth; and the said
parties for themselves, their heirs, executors, administrators, successors and assigns, do hereby agree to the
full performance of the covenants herein contained.
ARTICLE III.— The statement of prevailing wages appearing in the General Prevailing Wage Rates is
hereby specifically referred to and by this reference is made a part of this contract. It is further expressly
agreed by and between the parties hereto that should there be any conflict between the terms of this
instrument and the bid or proposal of said Contractor, then this instrument shall control and nothing herein
shall be considered as an acceptance of the said terms of said proposal conflicting herewith.
ARTICLE IV.-- By my signature hereunder, as Contractor, I certify that I am aware of the provisions of
Section 3700 of the Labor Code which require every employer to be insured -against liability for worker's
compensation or to undertake self insurance in accordance with the provisions of that code, and I will comply.
with such provisions before commencing the performance of the work of this contract.
ARTICLE V.— And the said Contractor agrees to receive and accept the following pricesas full
compensation for furnishing all materials and for 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 the action of
the elements, or from any unforeseen difficulties or obstructions which may arise or be encountered in the
prosecution of the work until its acceptance by the Department of Public Works, and for all risks of every
description connected with the work; also for all expenses incurred by or in consequence of the suspension or
discontinuance of work and for well and faithfully completing the work, and the whole thereof, in the manner
and according to the plans and specifications, and the requirements of the Engineer under them, to wit:
ENGINEER'S ESTIMATE
Item
No.
Ascription of Work
Unit
Quantity
Unit Price
' oNncuaw
Total Amount of.
Item tmncuxcc
1
Modify Club Radius
Lump Sum
1
2
Modify Island
Lump Sum
1
3
Wheelchair Ramp
' Each
7
4
Pavement Markings
Lump Sum
1
5
Traffic Signal Fashion Island Blvd @ US
101 SB Ramps
Lump Sum
1
6
Traffic Signal 19th Ave. @ Grant St. .
Lump Sum
1
7
Signal Interconnect
Lump Sum
1
..
TOTAL BID
1
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ARTICLE VI.— The complete contract consists of the following documents: This Agreement; the
Notice To Contractor, the Accepted Proposal; the Contract Book which includes the Special Provisions and
contract Drawings, Addendums Number issued to the contract Book,
the Faithful Performance Bond, and the Labor and Material Bond.
All rights and obligations of City and Contractor are fully set forth and described in the contract
documents.
All of the above named documents are intended to cooperate, so that any work called for in one, and not
mentioned in the other, of vice versa, is to be executed the same as if mentioned in all said documents. The
documents comprising the complete contract will hereinafter be referred to as the contract documents'. In
the event of any variation or discrepancy between any of this agreement and any portion of the other
contract documents, this agreement shall prevail. The precedence of the remaining contract documents will
be as specified in the Contract Book.
ARTICLE WI.-- In the event of any termination as bereinbefore provided, City shall immediately give
written notice thereof to Contractor and Contractor's sureties, and the sureties shall have the right to take
over and perform the agreement, provided, however, that if the sureties, within 5 days after giving them said
notice of termination, do not give City written notice of their intention to take over the performance thereof
within 5 days after notice to City of such election, city may take over the work and prosecute the same to
completion, by contract or by any other method it may deem advisable, for the account, and at the expense of
Contractor, and the sureties shall be liable to City for any excess cost or damages occasioned City thereby;
and, in such event, City may, without liability for so doing, take possession of, and utilize in completion the
work, such materials, appliances, plant and other property belonging to Contractor as may be on the site of
the work and necessary therefor.
ARTICLE VIII.— The Contractor shall provide and maintain general liability and automobile liability
insurance in the following minimum amounts: 1) General liability, including comprehensive form, personal
injury, broad form property damage, contractual, and premises/operation coverage in limits of 51,000,000.00
aggregate, bodily injury and property damage combined; and (2) automobile liability in limits of
51,000,000.00 bodily injury and property damage combined. Additionally, workers' compensations insurance
in at least the minimum statutory amounts shall be maintained. All liability insurance policies shall specify
the City of San Mateo, its elective and appointive boards, commissions, officers, agents, and employees as
additional insureds. A certificate of insurance shall be provided to the City prior to performance pursuant to
this contract. Further, any changes in insurance required herein must be approved in writing by .the City.
Attorney's Office.
ARTICLE IX.— Contractor agrees (1) to hold harmless and indemnify City of San Mateo and its
officers from and against any and all claims, loss, liability, damage, and expense arising from performance of
this contract, including claims, loss, liability, damage and expense caused or claimed to be caused by passive.,
negligence of City of San Mateo, its officers or employees, and (2) to defend City of San Mateo, its officers
or employees thereagainst; provided, however that this provision does not apply to claims,.loss, liability,
damage or expense arising from (a) the sole negligence or willful misconduct of City of San Mateo or (b) the
active negligence of City of San Mateo; further provided, that this provision shall not affect the validity of
any insurance contract, workers compensation or agreement issued by an admitted insurer as defined by the
Insurance Code.
ARTICLE X.•• Attorney fees in amount not exceeding 585 per hour per attorney, and in total amount
not exceeding 55000 shall be recoverable as costs (that is, by the filing of a cost bill) by the prevailing party in
any action or actions to enforce the provisions of this contract. The above 55000 limit is the total of attorney
fees recoverable whether in the trial court, appellate court, or otherwise, and regardless of the number of
City of San Mateo, Fashion Island Blvd. Siganis Page 13
P90245x0 06/04/91 DKS Associates . .
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attorneys, trials, appeals or actions. It is the intent that neither party to this contract shall have to pay the
other more then $5000 for attorney fees arising out of an action, or actions, to enforce the provisions of this
contract. The parties expect and hope there will be no litigation and that any differences will be resolved
amicably.
ARTICLE XL— The provisions of this agreement are cumulative,and in addition to and not in
limitation of, any other rights or remedies available to City.
ARTICLE XII.— All notices shall be in writing, and delivered in person or transmitted by certified mail,
postage prepaid.
Notices required to be given to City shall be addressed as follows:
Director of Public Works
City of San Mateo
330 West 20th Avenue
San Mateo, California 94403
Notices required to be given to Contractor shall be addressed as appears in page one of the proposal.
ARTICLE XIII: - As used herein any gender includes each other gender, the singular includes the
plural and vice versa.
ARTICLE XIV: - The improvements contemplated inthe performance of this contract is an
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 this contract whenever the State of
California, at its sole discretion, shall determine that its responsibility to the United States so required.
City of San Mateo, Fashion Island Blvd. Siganls Page 14
P90145x0 06/04/91 DKS Associates
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IN WITNESS WHEREOF, The parties to these presents have here -unto set their hands the year and
date first above written
Attest:
CITY OF SAN MATEO, CALIFORNIA
a municipal corporation
By
Jane M. Powell
Mayor,
City Clerk
Contractor
By
(r1Pd Naas ° Pwa. Scams)
Licensed in accordance with
an act providing for the
registration of contractors,
License No.
Federal Employer Identification
Number
Approved and certified as being in accordance with the requirements of the State Contract Act.
Approved Effective
City of San Mateo, Fashion Island Blvd. Siganis
P90245x0 06/04/91 DKS Associates
Attorney, City of San Mateo
Page 15
al M
® MI a a MI s EMI (® ®—
IIIUI)GII ..E INFOII \ AI ION
Agency ---- _---
(Otl111ACI HO._
FEU. NO.
DID AMOIIDI f
DID OPINING1170E --.__--__--_.-_.-
DAIt Uf D111. CEIII Irl(A 11Un
LIST USEII••
1 hit Inlrrtn:.linn may bn tuhinlltod whit y Lid prapntal. 11
it it not, anal yttu ate Ilea apparent low bidder an the tetnnd
Inw biddy t, 11 matt Le whinnied null lettived al the ullitn
v.l.r 1. your hit ptuputal wai whinnied no late( than time nl
bonnets no the let nod ((Way aNet 1.1111 wc(n opened, entcpl
when the hdnnnaUon It Still by tn(lllied mainly Wodnetday
01 the week following trill opening.
(Out RA(T
I I E M IJ).
III. tv1 Or WOItK AIIU rust nit'11Ot1 n[
WUill; tl l Si H VII IS I0 Ur SI intim Hint
011 MAI I11IAI.$ 111111 PIII IVIUI IJ•
It
z ur
fJ 11)
1 5.
-
tJ
it of
J
if. ti
PI
1111.111L 111 VOW.
ADDRESS
1111E GOAT. 1110M (Otil rlACT I
IJrtME Of nut
)1
11011 A0
AMOUNT
DUE
S1
ODE%
• II 10011 often( It nnl lit t.e pwlornte.l m !unthaw, I. nor, .Ieu tine
• taatl prnlin t-Intlu•hng I'1 Iva alien of wont ttt he perlrtnnerl, ill Item In.
ht per bnnn d on btnndo•d 1.y 11111,
' • 110[1•tint i, lcrlillyd'- • 0111111. dale lads ate opened.
t' (trail It t n 1/III. lnppl1et,v.hn it tool a uanulat tut er.il liaule.l In -
601: tit thu amount rant In tit lupphrt. -
Nola: llisadvanlaged Ibnlnrans oonl iamay. Ihcit cr, IIIIcnliurl annually
by tahnlitling Ian tint:Minn quirt ihninalt es in advance nl ;Ilion 01 VII-
I C/11 tan llllr:allall. Iluisn mu ott .1 ta(Itertl litl r;mnbt lu• r.nrtsirl•'tctl M
r eel lilies'.
Total Claimed DOE
• Patti( lint inn
11
• - 519111.11110 nl ihddel.
de. IJo. -
IVIII
:?age 2 of 31
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N: B E INFORMXTION
G003 FAITS EFFORTS
Low and second low bidders shall submit the following information to
demonstrate that a good faith effort to meet the DBE goalhasbeen made
if their CALTRANS BIDDER -DBE INFORMATION form indicates that the. DBE,
goal will not be met.
Even if the bidder's CALTRANS BIDDER -DBE INFORMATION form indicates the
DBE goal will be met, biddersshould submit the following information to:;
protect their eligibility for award of the contract. This'.ia important
because the submittal of only the CALTRANS BIDDER -DBE -INFORMATION fors will
not normally provide sufficient information to demonstrate that a good faith
effort was made. A bidder may not meet the DBE goal afterthe submittal is
analysed by Caitrans for various reasons, e.g., if the subcontractor
submitted by the bidder was not certified on the date bide were opened, or
if the bidder made a mathematical error.
The following items are listed in the Section entitled -'03E Information'.••
of the special provisions:
1. The names and dates of advertisement of each newspaper, trade paper,
and minority -focus paper in which a request for DBE participation for this
project was placed by the bidder:
Papers Dates of Advertisement
2. The names and dates of notices of all certified OBEs solicited by
direct rail for this project and the dates and methods used for following cp
4^•"al solicitations to determine with certainty whether the DBEs were.
interested:
Names of DBEs', Dates of
Solicited • Soi_c:ta a ons
Follow OD Methods
and Dates
•
3. Items of work for which the bidder requested subbids or materials to.be
supplied by DBEs, the information furnished interested DBEs in the way of
plans, specifications and requirements for the work, and any breakdown of:
items of work into economically feasible units to facilitate DBE
participation. Where there are 39ta available for doing portions of the work
normally performed by the bidder with his own forces, the bidder'vill'.be
expected to make portions of such wc:k avail -able for DBEs to bid•an:'
Items of Work:
Information Furnished:
Breakdown of Items:
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CONTRACT NO.
(Page 3 of 3)
DBE Information
4. The names of DBEs Who submitted bids for any of the work indicated
above which were not accepted, a summary of the bidder's discussions and/or
negotiations with them, the name of thesubcontractoror supplier that was
selected for that portion of the work, and the reasons for the bidder's
choice. If the reason for rejecting a DBE bid was price, givethe price bid
by the rejected DBE -and the price bid by the selected subcontractor or
supplier. Since the utilisation of available DBEs is expected, only
significant price differences will be considered as cacse !orrejectingsuch
DBE bides
Names of Rejected DBEs:
Summary of discussions and/or negotiations:
Names of subcontractors or suppliers that were selected over_the rejected
DBEs listed above and the reasons for that choice:
•
5. Assistance that the bidder haseertendedatto rejected DBEs identified
above to remedy the deficiency in
6. Any additional data to support a demonstration of good faith effort,
such as contacts with DBE assistance agencies:
NOTE: CSE ADD/TIONAL SHEETS OP PAPER IP NECESSARY.
APPROPRIATE DOCUMENTATION SUCH AS-COPIES`OF
NEWSPAPER ADS, LETrERS'SOLICITATING BIOS.
TELEPHONE LOGS SHOULD ACCOMPANY THIS FOMH,
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(This guaranty shall be executed by the successful bidder in
accordance with instructions in the special provisions. The
bidder may execute the guaranty on this page at the time of
submitting his bid.)
GUARANTY
TO THE CITY OF SAN MATEO
The contractor shall guarantee the construction and
installation of the following work included in this project:
Item 5 & 6 — New traffic signals
Item 7 — Interconnect System
Should any of the materials or equipment prove defective or
should the work as a whole prove defective, dueto faulty
workmanship, material furnished or methods of installation, or
should the work or any part thereof fail to operate properly. as
originally intended and in accordance with the plans and
specifications, due to any of the above causes, all within 6
months after date on which this contract is accepted by the City,
the undersigned agrees to reimburse the City, upon demand, for
its expenses incurred in restoring said work to the condition
contemplated in said project, including the cost of any such
equipment or materials replaced and the cost of'removing 'and
replacing any other work necessary to make such replacement or
repairs, or, upon demand by the City, the contractor agrees to
replace any such material and to repair said work completely
without cost to the City so that said work will function
successfully as originally contemplated.
The City shall have the unqualified option to make any
needed replacement or repairs itself or to have such replacements
or repairs doneby the contractor. In the event the City elects
to have said work performed by the contractor, the contractor
agrees that the repairs shall be made and such materials as are
necessary shall be furnished and installed within a reasonable
time after the receipt of demand from the State. If the i
undersigned shall fail or refuse to comply with their obligations
under this guaranty, the City shall be entitled to all costs and
expenses including attorneys' fees, reasonably incurred, by
reason of the said failure or refusal.
Date Contractor
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L000yeg Cc. ob6%?0
Certification for Federal Aid Contracts,
The prospective participant cerifles, by signing and submitting this bid or proposal, 'orb: best, of his or her
Ialowledge and belief, that:
(1) No Federal approprated fun± have been paid or will b: paid. by or on behalf of the undersigned, to any
person for influencing or anernpting to influence an officer or employee of any Federal agency, a Member
of Congress, an officer or employee of Congress, or an employe: of a Member of Congress in connection
with the awarding of any Federal concoct, the making of any Federal __nt, thernaltine of any Fed ,l loan,
the entering into of any cooperative agreement, and the extension, cor.timaztiort..renewal, atnendm ^.:, or
modification of any Federal contra:le ^'tL loan, or cooperative a_ree:nem:
(1) If any funds other than Federal appropriated. funds have been paid or,will .0e, paid to, any:person for
influencing or attempting .to. influence an officer or employee of any„Federal ag:ncy,'.a %Icrnber of
Congress, an officer or employee of Congress, or an employee of a AMember;of Con_rtes in'connecion
with. this Federal conca:1•;Tami le; n, or cooperative agreement, the undersigned shall complete 'and su:mit
Standard Forn-LLL, "Disclosure of Lobbying .4civiu:s, in a::ordance Wit/.) is insr^.1 .sons.
This :_t3cation is a material 7er-: s:m=•ion of f_:: upon ....rich ream: ws.pla:_d when this nn:actior. was
.. r :_.:d into. Submission of :his cera i:ai .on s 2 prerequisite for making or :nmrinc into this r�^sa::ion
impdaed y Sec ion 1252, Tide 31, 'U.S. Cod:' :fey ^ rscn who :ails ta f is _.t r::uired aa:ion'sa_!I be
subject -c a civil penalty of no: less than 510,003 sr.d no: more than S100 000 for __h such r_._
The prspwdve pattapant also agrees by submitting his o: her bid or pro;icsa! that he or she shall require that
the language of this nerd:nation be in:iuded in al! lower tier subcontracts, whi:h,...__..,: SiC3. i.1D and that all such
subr^.cipiens shall ccrdry and- disclose a::a ,gly.
(1 )
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DISCLOSURE OF LOBBYING ACTIVITIES
Complete this form to disclose lobbying activities pursuant to 31 U.S.C. 1352
1. Type of Federal Action:
2. Status of Federal Action:
3. Report Type:
❑
a gonna b.
a. bidronedappliatlon
°•'^10y
walenal clangs
gcav
a noporaure agreemenl
d. banCpw
b. initial award
t post -award -.
-
. For Material Change Only:
year owner_
e. ice anlee
yell 01 Inc report
insutance
I. man insurance
4. Name
•
and Adress of
Prime
Reporting
in
Entity:
Subawardee
Tier_, if known
5. 11 Reporting Entity in No. 4 is Subawardee. Enter
Name and Address of Prime:
Congressional District, 1! known:
•
Congressional District, if known:
6. Federal Department/Agency:
7. Federal Program Name/Description:
CFDA Number, if applicable
8. Federal Action Number, d known:
9. ' Award Amount, it known:
10. a. Name and Address of Lobbying Entity
(i` individual. last name, firs: name, Ml):
(arac rentinuauon
b. Individuals Performing Services (including address it
different from Na.: Ca)
(last name, first name. /41):
•
Shawls) if necessary, i. .
11. Amount of Payment (check all :hat apply):
5 0 actual IS
planned
13.
.—
Type
of Payment (check all that a_pfy)''' ''
a. retainer
b. one-time lee
12. Form
•
of Payment (check all :hat apply):
a. casn
b. in -kind: specify: nature
—
—
_
t. cdmmission
d. contingent lee
e. deiened
0
I. other. specify:
value
a_
-
EIS iptionof Services of Service, including officer(s),
oor to be p Indica and ted In Itempetals)
14. Brief
er member(s) contacted, Performed
( DEISM
er
(attach Continuation Sheens) if necessary)'
15. Continuation Sheet(s) attached: ■
Yes ❑
No •
nY. 31 use
Signature:
16. hltmbilanrgn•ad erough al. form Is .wwnad fry
Seed en 132 This aWald..Ilobbying orb wen i. • iawnd
w.m Or to ow elms wire.
Prim Name:
np...nadon el fin ltpen wadi nrl.na padd
Ti. Ono action wee mode to eared bait This d4sdm,m ra tw.•d
lox n.S.C. tut 1111• Inlenadon win be nperwd to w Cent•••e
Title:
pr.,..rli
oa.tw.ww fly and %nil b. ••.ii.p4 let WOW IFISPIPSOIN. enn p an PM
Sill la al. Pm .w111n.d Wetle.on slue bo sobe.d n • onl parry el Pei
ltY elan $10.1:01 lad Won not moo. 11C4.030 1are.ch loon bare.
•
Telephone No.: Date:
^•crttuopn
I
r_.r...-.i It,. fled., _
mono. -4.0 rot Loco.
I S:ancac -elm• LLL
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(2)
Sancta: ewer. LL. -e•- •e`^
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LMS,;':. UCTIONS FOR COMPLETION OF " LLL,. •-
DISCLOSURE OF LOBBYING. ACTIVII...S
This disclosure form shall be completed by the reporting entity. whether subawardee or prime Federal recipient,
at the initiation or receipt of covered Federal action or a material change to previous filing pursuant to title 31 . ;•
U.S.C. section 1352. The riling of a form is required for such payment or agreement to make payment to lobbying
entity for influencing or attempting to influence an officer or employee of any agency. a Member of Congress an
officer or employee of Congress or as employee of a Member of Congress in connection with a ccoovCom ered Federal lete all.
action. Auach a continuation sheet for additional information if the space on the form, is inadequate. p
that apply for both the initial filing and material change report. Refer to the implementing guidance published
by the Office of Management and Budget for additional information.
1. Identify the type of covered Federal action for which lobbying activity is. and/or has been secured to
influence, the outcome of a covered Federal action
2. Identify the status of the covered Federal action.
3. Identify the appropriate classification of this report If this is a followup report caused by a material change
to the information previously tenoned, enter the year and quarter in which the change occurred. Enter the
date of the last, previously submiued report by this reporting entity for this ,covered Federal action. ! ' '
4. Enter the full name, address, city. state and zip code of the reporting entity. Include Congressional District
if known. Check the appropriate classification of the reporting entity that designates if it is or expects to
be a prime or subaward gecipient. Identify the tier of the subawardee, e.g.,the first subawardee of the prime
is the fast tier. Subawards include but am not limited to subcontracts, subgnnts and contract awards under
grants.
5. lithe organization filing the report in bum 4 checks'Subawardee then enter the full name, address, city,
state and zip code of the prime Federal recipient- Include Congressional District, if known.
6. Enter the name of the Federal agency making the award or loan commitment- Include at least one
organization level below agency name, if known. For example, Department of Transportation, United
States Coast Guard. - -•
If known, enter the
7. Enter the Federal program name or description for the covered Federal action (item
c ). menu. loans the
full Catalog of Federal DomenicAssistance (CFDA) number for grants, coopers gre,
loan commitments.
8. Enter the most appropriate Federal identifying number available for the Federal action identification t twntem
1 (e.g„ Request for Proposal (REP) number, invitation for Bid (WB) number, grant
the contract grant. w loan award number. the application/proposal control number assigned by the Federal
agency). Include prefixes, e.gr,'RFP; DE -90-001.
9. For a covered Federal action where there has been an award or loan commitment by the Federal agency, enter
the Federal amount of the award/loan commitments for the prime entiry identified in item 4 or 5.
10. (a) Enter the full name, address. city. state and zip code of the lobbying entity engaged by the:reponing
entity identified in item 4 to influenced the covered F��servact
c i on.
nand include full address it different from 10
(b) Enter the full names of the individual(s) P
(a). Enter Last Name. First Nime and Middle Initial (MI). rein entity item 4) to
11. Enter the amount of compensation paid or reasonably expected to be paid by the reporting ty (
the nne ).rag Check
(b th. Indapply.
if whether
sis matperialnchange reppoortt, n entder'the cumulative amount of
ctual) or will be made
(planned). Check all boxes that aPP Y•
payment made or planned to be made.
12. Check the appropriate box(es). Check all boxes that apply. 1f payment is made through an in -kind
conuibudon, specify the nature and value of the in -kind payment.
13. Check the appropriate box(es). Chwk all boxes that apply. If other, spwify nature. ed of will,be expected
teal
14. Provide a specific and detailed description of the services that the lobbyist has perform ume
to perform and the date(s) of any services rendered. Include all preparatory and related activity
not just
ed the
spent in actual contact with Federal officials. Identify the Federal officer(s) or employee(s)
officer(s) employee(s) or Membcr(s) of Congress that were contacted.
15. Check whether or not a continuation shcet(s) is attached.his/her name title and telephone number.
16. The certifying official shall sign and date the font, print
Public reporting burden for this collection of information is estimated to
maintaining330 ut s �� response.
including time for reviewing instruction, searching existing data sources, gathering
ant. completing and reviewing the collection of information. Send comments regarding the burden estimate or any
other aspect of this collection of information, including suggestions for reducing this burden, to the Office of
Management and Budeet. Paperwork Reduction Proiect (0348.00161. Washincton. D.C.'20503. sita.14.flatrucant
Rn. n60'o0
(3)
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GENERAL WAGE DECISION NC CC9i-O
Superseces General wage Decision. No CA90-3
State CALIFORNIA
County)les1. Statew'ae
Construction
Type water welt
Construction
Description: water eel' Dr11'1ng
Mcalflcation 4etorc.
No Puo''catlon Date Page' Nc
71
MW -43
NOPT
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DRILLER
Alameda
Alpine
Amaoor
Butte
Calaveras
Co1usa
Contra COSta
Del Norte
El Ooraoc
7 resno
Glenn
Mumooldt
Imperia
I nyo
Kern
Kings
Lake
Lassen
Los Ange`e5
Madera
Merin
Mariposa
MenOOClno
Mercto
MOOOC
Mono
Monterey
Napa
Nevaoa
Orange
Placer
Plumes
R iversioe
Sacramento
San Benito
San Bernardino
San Diego
San Francisco
San Joaouin
San Lula Oolsoo
San Mateo
Santa Baroara
Santa Clara
Santa Cruz
Shasta
Sierra
S 1sk 1ydu
5olano
Sonoma
Stanislaw!
Sutter
tenama
CA91-3
72
MW -44
NORTH
Basic
MOurly
Rates
Fringe
Benefits
10 00 26
9.60
9 GO
7.00
7 50
07 2 03
9.50
8.00 ' 31
9 60
13 37 1 45 •
• 7.00
8.00 31
8 70 36
7 25 1 13
7 .5 06
7.03. '
11 07 2 03
5.52 43
2.65 •
7 50
11 07 2.03
7 50 72
•1 07' 2 0:-
7 0^.
'0 53
10.00
12 50
8.03 6'
7 CC
11 00 1 48
9.60
10.00
7.00 36
,10.00
8 39 :.65
10.20 .37
8. 18
10.00
7.00 13
6.85 1.02
10.00 81
7.98
8.39 2.65
8.39 . :-.65
6.95
7.00 . 13
8.00. _3'
9.15
10.07 1.70
7.00 .13
7.00
10.00
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C491-3
Trinity 6.95
Tulare 7.:29 ' .,'t .13
Tuolumne • 7..50 .73
Ventura 11.00 1.48
Yolo 10 36 1 65
Yupa 7.00' .13
DRILLER'S HELPER
Alameda 7.05
Butte - 5.00'
Calaveras
Colusa
Contra Costa
Del Norte
Fresno
Glenn
Munoolat
Imperial
I nyo
Kern
tare
Laaaen
LOS Angeles
Maaera
Marin
Mariposa '
MenoOC1no
Marcap
MOOOC
Mon;
Monterey-'
Napa
NevaOa
Orange
Plumaa
R1vere105
Sacramento
San Benito
Sen Bernaralno
San Diego 7:50.
San Francisco 6:00 ' 29
San Joaoutn 6.00c•i
San Luis Obispo 5.43,- '.66
San Matso - - 6.75': 1 '.55
Santa Barbara 6:30
Santa Clara 6.65..1 2:54
Santa Cruz 6.65 2.54
Shasta 4.50
Sierra - 5.00 -10
SisKtyou 7:25 '•
Solana 7.65
Sonoma 7.00 1:79
Stantslaus 7.00- . 11
Sutter 5.00
Tanana 6.00 .
Trinity A.50
Tulare - 5.00
Tuolumne 5.00
73
MW -45
NORTH
7.00' 2.03
7.50
7 25'
6 13 '.50
5.00,
7.25'
6:38 23
5.00'
5.a3: ..'�0A
7 00 :.03
A 50 '43
6 25
6.00
7.00 2.03
5 00
7:00 2.04
6:00': '. . 7 1
7 ". 25:
6:00:
8.00.
B::50!. - .81
5`:00' . 10
8'.60'' 1.29
8.00'`
6.00 -.32
6.60''"
6.65`..p•:.2 .54
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1
CA91-3
Ventura 8.60 1 23
Vole 6 00 .39
Tuba • 5 00 .10
PUMP INSTALLER 7.50
Alamsca
Alpine 8.00
Amaoor 8.00
Colusa 10.57 - 2.03
Contra Costa 7.50
El poraoo 8.00
Fresno 6.38 1 OA
Imperial 8.50
kern 5.50 - 43
lake 10 57 .. 2.03
Los Angeles 9.76 . ,.57
Mailers 7.50 .72
Mario 10.57 2.03
Mar10O3D
7.50 72
MQ n00C 1n0 10.57 . 2_Q3
Monterey 12.50
Napa 13.00 81
Placer - 8.00
P1um45 10.36. 1 65
Riversice 6.50 .34
Sacramento 9.43 .83
San Benito 8.39 ' - .2.65
San Bernardino 10.30:, . .7.7
San Diego 7 85.,
San Joaauln ii.39' 3.82
San Luis Obispo 6.58.
San Mateo i0.36 . . . 1 ..65
'Santa Baroara 7.57
Santa Cara 9.39. 2.65
Santa Cruz.' 8.29. -2.65
Shasta 9.63 i.36
Sonoma 10.57. 2,03
Tanana 10.36 . 1.65
Trinity 9.63 1.36
Tuolumne 7.50,
Ventura 11,00 1.48
Un115tea classliiicat10n5'he00eo for work not inclu000 within the 6COOe
01 the CI3551l%CatIons llsteo may D• 60000 after arar0 only as
provibeo in the 1apOr 5tanoaros contract clauses (29 CFR. 5.5 (a) (i)
( iii).
74
MW -46
NORTH
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1
FEDERAL MINIMUM WAGES
April 1991
Attention is directed to Section 14, "Federal Requirements for Federal -Aid Construction Projects", in
the Notice to Contractors and Special Provisions for this project: and Decision No. CA91-4, of the
Secretary of Labor, included herein.
General Wage Determinations
Issued Under The Davis -Bacon
And Related Acts
GENERAL NAGE ]ELISION N0 CA91-a
Suoarsecas General rage Decision NO. CA9D-A.
State CALIFORNIA
County)its r ALAMEDA. ALPINE.. ♦MADOR. BUTTE. CALAVERAS. COLUSA,
CONTRA COSTA. DEL NORTE. EL OORA00. FRESNO. GLENN. NUMBOLOT, KINGS.
LAKE. LASSEN, MADERA, MARtN. MARIPOSA, MENDOCINO. MERCED. MODOC,
MONTEREY, NAPA. NEVADA. PLACER. PLUMAS. SACRAMENTO. SAN BEN/TO. SAN
FRANC:SCO. SAN ,joADUIN. SAN MATED. SANTA CLARA, SANTA rauz. SHASTA,
SIERRA. SISK:YOU, SOLANO, SCNOMA. STANIS:AUS. SLITTER, TEMAMA,-TRINITY.
TULARE. TUOLUMNE. YDLO, AND YUBs
Construction
TyR.' BUILDING. NE AVY. NIGNNAY. RESIDENTIAL 6 DREDGING
C nst^uct,on
Deter osier,. Swiping Conitructi;n Ictes not Inelu0e Aneaor, 9a:
Norte. numoolet. Lax*. monpcoin° ono Tulare CCenTietl; waavi,
conit%uctlon 100es not Inc u0s tv/Grout so•. or Mater Nell DrIllingl'
signvay conetructlon; ano Ru ,oentiel construction ( lncluOea single
♦en, I novas !MC apartment• UP to Inc Inc I uo1ng'sour liter io 1 (000
not lncluee Alpine. Ana00e. Butte. Deluge, Gel Norta. Fresno. Glenn,
nuncios. Kings. Lake. Mencoclno. Mopoc. Plums.., •
Snasta. 5larra. SISKIyou, 5tan lslOwl rename.' Trinity ono Tulare
COuntl ell. Tnls gee111On 0085 not inc`uce n Ig oppar ere0ge or• Or
the installation o/ spier energySyluns.
MOOlt'Catlon RSCoro:
PIIOIICatlon Date Page No.lel
mar. 29. 1991 1',10.05-9a
99-1129
75
MW -01
NORTH
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1
"BOILERMAKERS
BRICKLAYERS:
♦rea 1
Area 2
Area 3
Area 4
Area 5
Area 6
Area 7
Area 8
BRICK TENDERS-.
Area 1 -
Area 2
Area 3
Area 4
Area 5
Area 6
area 7
Area 8
CARPENTERS:'
Area 1:
STONEMASONS:
CAS1-4
Carpenters;?Piledrivers - Or 09m builder
Harowooa Floorlayar3: Shinglers:'
Power Saw Operators: Steel
Scaffold Erector and Steel
Snoring Erector; Saw Fliers
Mlllwrignts
Piledriver
Area 2: Now ex.CIuOes Monterey -Santa
Cruz Counties:
Carpenters; Piledrivers - brioge Dull,oer
Hardwood Floorlayars: Sninglers;
Power Saw Operators: Steel
Scaffold Erector and Steel '. --
Shoring Erector; Saw Filers
Millwrights
Piledriver
Area 3: Monterey and Santa Cruz Cos.
Carpenters: Piledrivers -'brioge bulkier
Hardwood•Floorlayers:-5hingier,:
Power Saw Operators: Steel
Scaffold Erector and Steel
Snoring Erector; Saw Fliers
M111wrlgnts
PlleorIver
Area 4 ( Res iOentlal 1:
Carpenters
Hardw00d Floorlayars: Power Saw
Operator: Saw Filers: Sninglers;
Steel Scaffold Erector and Steel
Shoring
Mlllwrlgnts -
Area 5:(Resloentlal I:
76
MW -02
NORTH
BASIC 'FRINGE
HOURLY-- BENEFITS
RATES;.
25. 13' - 5.32
23.97 948
24.21 ' 8" 16
19.86.. 5.74
21 15 -5.60
21.22 6.90
23 44 ' .' 91 05
21 76'.5.55
22.09,`" 5.21 .
.1;1.29 .,, A:21,`
20-.28 ' 6:60;4'.'
i9 54 ' 4.3*'
19. 29'." 4 21.
20.54 4.21'
19.69 8.01
18 50: A:.75 •
19.50;.; ' A,75 :.
23.53 6.605
23 68
23.72
21 36
6 605-
T. 855
9.935
20 05 , . ! 6.605
20.20
20.89
21.38
6.605:
7.855
9.935
20.90 "6.605.
21.05 6.605
21 74 7.855
21 38 -9,935
19.93 7.665.
20.08 - 5.665
22.56
7 105"
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1
CA91-4
Carpenters 21 96 5.665
Harcwood Floorlayers: Power Saw
Operator: Saw Filers; Shingler5:
Steel Scaffolo Erector and Steel 22 ii 5 665
Snoring
*CEMENT MASONS: 19 63 7.36
Cement Masons
Swing or slip form scaffolds: MastiC.
Magnellte. gypsum, epoxy. polyester,
rosin Ana all Composition 19.88 .7.,36
DIVERS: •
Olvers 33.13 5.615
Diver Tenoar 21.88 8,815
•DRYWALL FINISHER/TAPER. 24 33 5 79
• Area 1
Area 2-A - 25.88 .4.74 .
Area 2-8 • 2a 18 5.54
DRYWALL INSTALLER/LATHER
Area 1:
Drywall installer/Lacher 23.06 7.055
06 7.055
Drywall Stocker-ScraPPer
Area 2:
Drywall Installer/Lather 20.04 7.055.7.255
Drywall Stocker -Scrapper
Area 3: •
Drywall Installer/Lather 20.43 4.205
Drywall Stocker -Scrapper
'ELECTRIC/ANS: •
Communications 8 Systems Technician (including any data system whose
only function is to transmit or receive lnformati0n:.E*OINO'ng a' '
diner oata systems or multiple systems wnien inc'uae control'
funCiion Or power supply): (Inclusion or exclusion of terminations
aria testlnss of conouctOrs oeterminea Dy tneir functionl; Excluding
fire alarm work wnen instance in raceways (incluoing wire aria caole
pullingl aria when perforne0 On new or major remodel, Dullaing Ilse
projects or loos); Excluoing installation of raceway systems,
•
voltage work, inou.trial work. life -safety systems'(all Dulloings..
naving floors located more than 75' aoove the lowest floor level
having Dulloing access): Eacluoing energy, management systems:
Alameda. Colusa. Contra Costa, El Doraa0. Lake, Marin,:Men0OCtn0.
Monterey. Naoa. Nevada. Placer. Sacramento. San Benito. San
Francisco. San Mateo. Santa Clara. Santa Cru2. Sierra:' Saleno.
Sonoma. Sutter. Vol° an0 YUD& Counties:
Communicaolans and Systems. Installer 15.63 2.56 •3%
Communications and Systems Tecnniclans„ 17.99 2.56'•7%
Alpine, amador, Butte. Calaveras. Del Norte Fresno. Glenn,'
HumDol at, Kings. Madera. Mariposa, Morava. MOGOC, Placer. Plulses. San
Joaquin. Shasta. SisklyOu. Stanlslaus, Tenants, Trinity, Tulare Ana '
Tuolumne Counties:
Communications ano Systems Installer ' 13.79 2.56.43%
Communications and Systems tecnnlclan • 14.85 2.56.
Electricians: 25.27 3%•'9.436 -
Area 1
Area 2 15.15 1.50
Sound 8 Signal Tecnnlclan
77 (Mar. 29, 1991)
MW -03
NORTH
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1
CA91-4
Work on single family memos and
apartments up to and Including ' 12.24 3'/.• 3;51
3 stories -
All other work:
Electricallsuodontraets over 15.000.000:
Electricians
Cable Splicers .26.38
Tunnel work 24.23
Electrical subcontracts under 15.000.000' "'
Electricians 19.60
Cable Spl.icera.. «.21.56
Tunnel work 19.85
Area 3 - -
Electricians _ 18.59
Cable $DIICerp ' 20.45
Tunnel workers ^19.52
Residential electricians 12.27
Area 4:
work on single family homes and
apartments up to'and Including 3 stories :._16.50
411 Other work:
Electricians .`21.09
;:...23:62
Area 5:
Cable Splicers
3%•''5.76
3%4,5.19'.
3%4'5:76
3%,4, 4.5i :., :
3%•''4.51
4.77 4, 27.. Ji
4.77, •3%H
2.61 • 7
6,34 ' 3% `."
Electricians.. 8.50.7%:
cable 5p11cers .,24.66 8.50 43%: f,
Area 6:
Electricians 1, -18.29 5 704'3%
Cable SPticers 19.75 5.70+; 3„
R e5Identlal Electrlclans - '12.50 i4%, y.25
Area 7:
Work on sing',e'family homes and apart-: �!
ments up to.and Including 3 stories 10.00
A11 other construction:
Electricians :19.75
Cable Splicers ,. 21.73
Area 8:
Work on single family homes and apart -
manta up to and Including 3 stories 13.30
A11 other work:.
Electrlclans 22.70
Cable $pikers _ . ,7,24.97
Area 9:
work on single family homes and apart.
ments up to and Including 3 stories -.. 14.00. ' 6.,72 + 3%;
411 other work:
Zone 1: 20.97
Electricians 22.96
Cable Splicers
Zone 2:
Electricians
Cable Splicers
Zone 3:
Electricians
Cable Splicers
Area 10:
Work on single family homes and
78'
IIW-J+
NORTH
6.36•. 3%
6.364:,3,
3.24 '• 3%
7.34 -4 3;%
7.34 + 3%
5.87 + 3%
5.87 ,4 3% ..
. 22.72 5.87 +'3%'
24.88 5.87 '4 3%:*
23.97 5:87 '• 3%;'
'26.26 5.87 • '3%:!
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1
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1
c4s1-4
apartments up to ano lncluoing
3 stories
471 other work'
Zone 1:
Electricians
Cagle 5p11Cers
Zone 2:
Electrician
Cable Splicers
Zone 3'
Electricians
Caole Splicers
Area 1 1 :
work on single family homes ano
apartments uo to aria lncluaing
4 stories
work on electrical contracts unoer
$250.000 exCCOt for Change Oraer5.
E'ec t r lc lams
Caole Splicers
otner electrical construction:
Electricians
Cable Splicers
area 12:
E'ectriclan
Cate Splicers
Area 13.
Res lcent !a' wpoa frame remooel ano repair
In all w000 constructeo Dul'oings ano not
to exceep 24 ivir.g units: ano mew wpoa
frame single structure one or two faml'y
mouses.. or on al -000 oonstructea
oul!oing5 not to exceeo 20 living unit5
vnaer One roof excluoing projects or
tracts containing more tnan 2 mouses. or
more than 1 pul'oing
41 1 other work:
Electricians
Cagle So/!cer5
Area 14
Area 15
Electricians
Caole Splicers
Tunnel work
ELEVATOR CONSTRUCTORS:
Mechanics
Helpers
Probationary me1pers
GL42IERS
Area 1
.Area 2
Area 3 (Resioentlall
Area 4 (Reslaentlall
Area 5
Area 6:
'warty on places useo for permanent or
primary resloence
79
ni-o 5
NCR TH
10 17 '5.54 4 4%
20.33 3%4 8.28
22.87 3%• 8 28
21.96 3%•.8.28
24.50 3%! 8.28
23.58 3%• 8.28
26.12 3X• 8-.28.
12.00 2.00 • 3;:
18.87 5.50•.3;:
21.23 5.50. 3%
24.87 5.504 3%
27 98 5.50. 3%
27 65 8.61 • 3%
31 . 1 1
8 61 • 37:
16.96 .5.315 43%
28.26
31.79
26.80
24.17
26.59
25.38
10.605 • 3%
10.605 • 37:
8.17. 3%
4.77• 3%
4.774 .3%
4.774..37:
33.03 5.67 • a
23.12 •5.67-• a
16.515
22.82 6.84
17,83 8.68' !
10.00
9.82 1.70
20.70 4,74
t6.27 4.90
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All Other work
Area 7
INSULATORS/ASBESTOS WORKERS:
(See SCope of Work)
IRONWORKERS:
Fence Erectors
Ornamental, Reinforcing,
CA91-4
& Structural
LABORERS:
ASBESTOS REMOVAL:
(See Scope of work)
AsoestO3 removal worker
LABORERS:
TUNNEL B;SHAFT LABORERS:
Group 1
Group 2
Group 3
Group 4
Group 5
LABORERS.
Construction Spec,ellet Group
Group 1'
Group 1-11
Group 1-o: See note oeIow
Group 1-c
Group 1-0: see note below
Group 1-e
Group 1-4
Group 1-g (Contra Cesta County Only)
Group 1-h: see note Delos
Group 2
Group 3
Group 4
GUNITE LABORERS:
Group 1
Group 2
Group 3
Group 4
WRECKING WORK:
Group 1
Group 2
Group 3
GARDENERS, HORTICULTURAL AND LANDSCAPE
LABORERS:
New Construction
80 (Mer.,29. 1991)
MW -06
NORTH
22.59
23.17
28.50
19.16
30.05
BASIC,:
HOURLY
RATES
10.00
7.07r .
6.38
FRINGE
BENEFITS
21.93 :-6.24
21.45 '' 6.24
21.18 ,6.24_.
21.00 '.6.241
20.46 . s. 6.24.:
BASIC BASIC
HOURLY' .HOURLY -
RATES ,:RATES
AREA 1 , AREA.12
19.21
18.61
18.83
18.66 ",17:66,,
19.16 18.16
19.19 ':18.19"
18.81 18.81 '
18.46 17.46 '' '
18.36 "17.36'
12.05 '11.05'',
19.57
19.07
18.48
18.36
18.61
18.46
18.36
:18.57
18'.07'
17.36, _.
H7i61.,.
17.46;
•
18.36 17.36
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C. 91 -4
Estac'isnment warranty Perioc 12 05 11 05
Note
See Group
Group
1-a ano Group 1-n unaer grouc
cesCr+ptions
Fringe Benefits 56.24 Ifor above c1asS+ficat+onsi -
BAS:C
HOURLY
RATES
LATHERS.
Area 1.
A other construction
Lathers 20.01 7 36
Stocker/5craooers 10 51 3 81
work on single family homes ano acart-
ments up to ano nclluoing 3 stories
Latners 16 785 7 36 '
Stocker/5craooers 8 81 3 81
LINE CONSTRUCTION.
Area 1
Ground • 18 CC
Line Equipment Operator 20.29
-'ne worker 22.66
Cate Sty +cers 24.66
Area 2.
:Are 1
Grout 1 22 75 c 5 3
Grout 2 18 65 3:25 3.
Grout 3 15 35 3.25 3.5
Grout 4 16 06 2.55
Grout 5
Gr:UC 6 14 37 5-5
.
14 07 2 55
Group 7 . 13.23 2.55
Zone Dlfferental:
act to Zone 1 rate:
Zone 2 - 52.40
Zone 3 - 53.+5
Zone' 4 - 53.90
Zone 5 - 55.15
Area 3:
Line worker . _1C 75
Grounp: Truck Driver 14,81
-ine Clearance worker 11.85
Area 4:
Grounc: Grounp-truck orlver
Line Equipment operators
L'ne worker
cable 5olloers
area 5:
Grounp 14 -46
L,ne worker 2:.75
Cao"e Splicers - 22.75
Area 6:
Line worker: Cacic Sol.,cer
FRINGE
BENEFITS
81
nor- C7
NOR
3%• 8'50
3::- 8 50
it- 8 .50
3%- 8 50
6.36- 3% '
6 36- 3`„
6.36- 3%
15.82 6..19 • 3. 1
18.98 6', 19' • 3 "1%
.09 6' 19 - 3.1%
23..73 6 19 + 3'1%
4.79,
5.25
5.25
2A A7 5.05 • 3:;
1
1
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1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
CA91-4
Grouno
Area 7:
Grouno
Line Worker: Equipment Operators
Capie Splicers
Area 8
Line Technicians
Area 9:
Ground
Equipment Operators
Line Worker
Cable Splicers
Area 10:
Cable Splicer
Grouno
Equipment Operator
Line Worker
Area 1 1 :
Grouno
Line Worker
Heavy Equipment Operator
Cagle Splicer
Area 12:
Grounc
Line Worker: Technicians:
Grounq/or ever
Cagle Splicers
Area 13:
Grounq
Line Worker
Cagle Splicers
Area 14: .
Grounq
Heavy Equipment Operators
Line Worker '
Capie Splicers
Area 15:
Zone 1:
Line Tecnniclan aria
Equipment Operator
Capie Splicer
Grouno - Truck Driver
Zone 2:'
Line Technician and
Equipment Operator
Cagle Splicer
Grouno • Truck Driver
Zone 3:
Line Technician and
Equipment' operator
• Cagle Splicer•
Grouno - Truck Driver
Area 16:
Line-tecnniclan
Cagle splicer
Grounq •
MARELE SETTERS 8 TERRAZZO WORKERS:
82
v -0E
NOf! TH
18
15
18
:23
35 5 05 - 3%
16
59
45
3X• 4 77
3;;. 4 77
3',:. 4 77
'25.27 9:436 • 3:
.18.10 3%.+ .6 31
20.37 3%-. -.6 31
-22.63 3%. -6 '3i
.24.89 1%t,6_11
22.25 4;79'•.'3',:
14.46 4}79--'.3%
f . ; 24 57 6. 17. !)3%
22.25 4:79 t,•3%
, 14 63 4%. :41 j707
18.29 4;,. 5.50'.
16.46 .S% 5 i0,
19.75 41%. 5 50_
.24.02 10.465. 4%
28.26 10.465- 4':
31 79 10.465. 4%
24 08 3%.7 47:
27 40 37:• 8.26.
30.06 1%w 8.26.
14 46 4.79 • 3::
2C.57 4-.74 • 3::
22.25 4.79 •.];:
22.25. 4.79 •..3%
20.33 4%w 8.08
22,87 4;. 8.08
15.25 4%. 6.81!
21.96 .4::+ 8.08
24.50 4%- 8.08.
16.88 . 4%7 6 . 8.1.
23.58 4•/,+.8 -.08
26. 12 . 4%.,. 8.08
18.50 4h-. 6.81.
24.17
26.59
15.16
3%+.4 77
3 • 4.77
3%.. :4..77
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
CA9i-4
Area 1
Area 2
Area 3
MARBLE. TERRA220. AND T:LE SETTERS:
Area
MARBLE FINISHERS
Area 1
PAINTERS:
Area 1
Brusn
Spray
Sandblaster, 5caffolc. Sneetrock.
Structural Steel. Swing Stage.
Taper
Area 2.
Painters. Tapers ana Texturer5
Area 3
Brusn -
Papernan9er, Taper. Spray. 6
Sanatlast
. Nazarcous Coating (application anal
removal/
Area 4
L ignt commercial. Housing
A' '' other work
B rusr
Spray. 5anat'aSt, waterola5t
Steam c'ean'ng
Pacer nanging
Area 5
New nau5ing (new CCnstruetion Sing 'e or
multiple units constructed for the
purpose 01. a living unit: 'im•tea to
3 stories ana mote -' s 1
Al other work
BrUsn
Spray, Sara, ast, watera:ast
Steam cleaning
Paper nang'ng
Area 6-
Brusr 8 Roller
Paoernanger, Sanaolaster, 5cray,
Taper
Brusn-$tee', Brusn Swing Stage up
to 40 feet
Spray -Steel. Spray Swing Stage ue
to 40 feet
Area 7.
Commercial work over 65 mill ion /HO
al l inc4Strial work
Commercial work under S5 million
Repaint work on new mousing,
apartments. condominiums,
motels. aria new resiaence5
Area O.
Brusn, Pct Tenaer5, Rollers
Sanac l as ter, spray. Structure'
83
•`"N - 5
? CR TH
26 O5 ':10.05
20 76 5.55
21 15 5 60
20 89 6 27
13.92 .3 67
13.39 - 4.60
14 14 4.60
13 79 4.60
17 29 3.86
'6 20 . 5 82
16 70 5.82
17 20 5.82
20.92 4 31
24 83..: 4 37
25 33 . 4.37
25 08 4 37
:5.83 4 3'.
20.92 4 37
24 83 4.37
25.33 4.37
25.08 4.37
25.63 4.37
17.22 2. 18
17.72 2.18
17•.47 2.18
17.97 2.18
23.03 5.70
19.67 5.70
17.42 - 5.70
9.80' 1.35
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
CA91-4
Steel. Swing Stage. Tapers 10 30 i 35
Arta 9-A
8rusn 23 14 4 74
Spray 23.64 4.74
Spray (Coatings) 23.89 4 74
Area 9-8
8rusn 18.31 5.54_
Spray 19.31 5.54
Area 10:
Brush 8 Roller 13.35 2..94
Papernangers. Sandblasters. Spray.
Structural Steel. Swing Stage. ano
Taper 13.60 2,94
Area 11
Brusn
Paperhangers
Spray. Sanoolas:.
wateralast, power -clean
or steam clean 24.53 ..,6.27
PARKING LOT STRIPING WORK AND/OR HIGHWAY
MARKERS:
Group 1
Group 2
Group 3
GRCUP 4
Surry stee work.
Sealer/mixer
Soueegee: 400 i cator operator ano
snu t:'e
PIPE TRADES:
(BulICing construction only)
.15ee Scope of work)
Alameda County
Fresno aria MerceO Counties
PLASTERERS.
Areas 1 ano 2.
Work on single family names ano apartments
up to ano inc!u0'ng 4 stories 23.37 ':8.05 •
All other work 23.91 ;8:05
Area 3 18.00 10:10
Area 4 18.93 10.52
Area 5 22.03 8.24
Area 6 16.55 :6 .94
Area 7 22.i8 5.11
Area 8 19.45 8.76
PLASTERERS TENDERS:
Area 1:
Work on single family names, conoominiums.
townnouses. cluster homes ano apartments wntcn
nave a maximum of four stories or trines, stories
over parking ano aes'gneo for owner'or tenant
Occupancy:
Plasterer Tenaers 19.90,
Gun Person 20.65. 8..96
A11 Otner work:
Plasterer Tencers 20.55. .8.96
Gun Person 21.30 8.96, '
84
- jfj
NORTH
24.03
25.03
18.03
17 13
15.33
18.03
3.67
3 67
3 67
3.67
15.58: 3.67
13 80
6.27
6.27
3
67 .'
•a . s0' :, i 73 . .
10.50 . 2.05 :
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
CA91-4
Area 2
Area 3
Area 4
Area 5
Area 6
PLUMBERS:
Area 1
Area 2:
Commercial succontrac:ors Of 5350.000
or leas and resiaentlal construction
Ail otner CGnStruCtlon
PLUMBERS/STEAMFITTERS:
area 1
work on commercial structures for writer,
the total plumping 010 aces not exceed
$150.000: ano work on res,oent,a:
structures not over 5 °couoie° stones
in nelgnt from the graunc floor
All otner work
Area 2
Area 3:
York on single family names anc
apartments uo to ano inciuo,ng 2
stories
4,1 otner work
Area 4
Area 5;
Llgnt commercial work (work involving
the allowance 04 485. PVC. or any otner
plastic pipe - exc ''u0ing nosolta's ano
°trier instltutlona '. were. note's, air
Conoltl onirg ano ref figerat 1 on systems:
ano work or. single family names aria
apartments up to and including 3
stories 1n nelgnt
All otner construction
Area 6 '
Area 7 .
Area 8:
Plumbers: 5teamflttera
Air Condltion+ng & Refrigeration
Landscape & Irrigation work
•POWER EOUIPMENT OPERATORS:
Clamsnell anc Dipper Dreoging:
Hyoraw n° Suction 0recging:
Croup 1
Group 2
Group 3
Group 4
Group 5
85 (Mar. 29. 1991)
NORTH
18 40 5.46
21 36, 6.20
17.50 4 05
24.00 2.05
21.34 6.06
30.77 6.73
24.66 5.89
28.21 8.89
17 70
24 07
'9.30
30.00
29.84
23.53
5.40
7 90
6 55
9.715
13 67
7 05
21 56 7.34
27 05 7.34
17.89 +1.47.
30.71 8.36.
28.18 6.16 .
28.88 ' 8.16 '
21.61 7.24. '
BASIC BASIC'
HOURLY HOURLY'
RATES -RATES '
ARE: 1 AREA 2
18.23
18.78
20.37'
21.47
23.21
10.16
10.16 •
10.16
10.16
10.16
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
CA91-4
Group 6 28.10 10.16
•POWER EQUIPMENT OPERATORS:
Group 1 26.20
Group 24.95
Group 23.75
Group 22.60
Group 21.55
Group 20.45
Group '19.52
Group ` 18.59
•FRINGE BENEFITS: 510.96
28 20
26.95
25.75'
24.60
22.45
21.52
20.59
Reslcentlal Construction 3 stories ano unper to De polo the Area 1
rate. ..
•POWER EQUIPMENT OPERATORS:
ALL CRANES AND ATTACHMENTS:
Group 1-4
Truck Crane Oiler
011er
Group 2-4
Truc• Crane Oiler
Oiler
Group 3-4
Truck Crane Oiler
Hyoraulic
011er
•PILE DRIVERS:
Group 1
Truck Crane Oiler
011er
Group 2
Truck Crane Oiler
011er
Group 3
Truck Crane Oiler
011er
Group 4
Group 5
Group 6
•STEEL ERECTORS:
Group 1
Truck Crane Oiler
•FRINGE BENEFITS
BASIC : BASK:
HOURLY HOURLY
RATES RATES
AREA 1 AREA 2
26.94
21.20
19.33
25.47
'20.99-
19 13
24.07
20.77
' 20.45
18.91
110.96
86 (Mer. 29. 1991).
;nN _12
NCRTH
BASIC
HOURLY
RATE
27.21
21.46
19.60
25.74
21.26
19.40
24.34
21.04
19.18
22.87
20.72
18.86
28.94
23.20
21.33
27 47
22:99
21 13
26.07
22.77
22.45
20.91
FRINGE•
BENEFITS.
10.96
10.96
10.96
10.96
10.96
10.96
10.96.
10.96
10.96
10.96
10.96
10.96
27.75 10.98,-
21.73 10.96
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
C491-4
Oiler
Group 2 19'87
Truck Crane 01';er 26.28
Oiler
21.53
Group 3 19.67
Truck Crane 0lier 25.08
Hypraullc 21.31
Oiler
20.99
Group a 19.45
Group 5 23 41
22.34
,TUNNEL -AND UNDERGROUND WORK:
Unoergrouno Work:
Group 1
Group 2
Group 3
Group 4
Group 5
Shaft. Stones-. 6 Raises:
Group 1
Group 2
Group 3
Group 4
Group 5
*FRINGE BENEFITS 510.96
ROOFERS:
Area 1
area 2
Area 3:
Roofers (s:ate. tale. 8 composition) 16.30 3.84
Enameler 8 Piton 18.30 3.84
Area 4 17.55 5.30
Area 5 20.23 6.89
Area 6 Area 7: 18.17 8.92
Roofers (slate. the & composition) 14.90 8.64
Enameler 6 Piton 17.65 8.64
SHEET METAL WORKERS:
Area 1
Area 2 29.84 9.6a
Area 3: - 19.25 7.80.
Sheet metal workers 19.69 9.80
The erection, Installation, repairing anal replacing 01.811
resl0ential heating anal air conolt,oning system] aria the.
architectural sheet metal work on any single family Cwelling or
multiple family housing unit where each lnaivloual family unit
87 (Mar. 29. 19911
BASIC
HOURLY
RATES
10.96
10.96
10.96
10.96
10.96
10.96
10.96
10.96
10.96
10.96
BASIC
HOURLY
RATES
Area 1 Area 2 '
22.92 24.92
21.87 23.87.
20.77 22.77
19.84 21.84
18.91 20.91.
23.02
21.97
20.87
19.94
19.01
25.02
23.97
22.87
21.94
BASIC FRINGE
HOURLY BENEF:75
RATES
18.80 8.51
17.32 5.49
?N._ n
NORTH
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
CA91-4
15 lnotvloually conOltlone0 oy a Se0erate are] If0epen0ant unit (no
Faorycatlon 5n00 work); Counties O1 (1 0oraoo. Nevaoa. Placer,
Sacramento, Yolo ano Yuca. only) 12.53 :2.19 -
Area 4 22.92 8.49
Area 5 19.48 6.72
Area 6 30.18 9.36
Area 7 17.72 9.48'
Area 8 29.75 9.96
Area 9 29.88 8.51 .
Area 10 24.87 6.47
♦rea 11 30.87 8.75
Area 12 17.99 10-.65
*SOFT FLOOR LAYERS:
Area 1 15.36 490
Area 2 16.74 /1 '58.
• 4rea 3 23.15 6.55
Area 4 20.47 ' 8.48'
SPRINKLER FITTERS:
Area 1 30.995 6.45
Area 2 24.18 4.25
STEAMFITTERS:
Area 1 30.07 6.26
*TERRAZZO WORKERS:
♦rea 1 22.97 9.35
*Area 2 23.44 9.05
TERRAllO WORKERS 6 TILE -SETTERS:
Area 1 19.70 3.46
TERRAZZO AND TILE FINISHERS:
Area 1 11.60 .2.00
TERRAllO FINISHERS:
Area 1:
B43e M8cntne Operator 17.42 .3.95
Terra220 Fintanare 16.72 3.95
TILE SETTERS: , •
Area i 24.73 S.03
Area 2 22.63 '4.70
Area 3 25.83 4.01
TILE FINISHERS:
Area 1 19.22 2.91
Area 2 9.60 1.90
Area 3 • 14.25 : 1.65
Area 4 11.80. 3.12
TRUCK DRIVERS:
Group 1 18.35 9.14
Group 2 18.43 .9,14
Group 3 18.45 9.14
Group 4 18.4
Group 5 ' 18.476
Group 6 16.48 9.14
• Group 7 18.50 9.14
Group 8 18.52 9.14
Group 9 18.53 9.14
Group 10 18.55 9.14
Group 11 18.56 .9.14
Group 12 18.60 9.14
Group 13 - 19.61 9.14 .,
Group 14 18.62 9.14
Group 15 18.65 9.14
68 (Mar. 29, 1991)
4nf( - l +
NORTH
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
CA9'-4
Group 16
Group 17
Group, l8
Group 19
Group 20
Group 21
Group 22
Group 23
Group 24
Group 25
Group 26
Group 27
Group 28
Group 29
Group 30
Group 31
Group 32
Group 33
Group 34
Group 35
Group 36
Group 37
18.66
18 67
18.69
18.70
18.71
18.76
18.79
18.80
18.89
18.90
18.93
18.95
18.99
19.00
19.02
19.03
19.09
19.24
19.34
19.39
19.54
19.69
WELDERS - Receive rate Drescribea for craft performing 0
wnlcnweicing is InClaental.
14
14
. i4
14
14,
14
.14
14
.14
14
ia.
14
14
14
14
'ration to
FOOTNOTES:
ELEVATOR CONSTRUCTORS.
a. Employer contrioutes 8% of basic nour'y rate for over .5 years
service. anp 6% of basic nouriy rate for 6 months to 5 years service
as Vacation Pay CreO'T Seven Palo ho'lcayS. New rear's Day. Memorla'
Day, Inoepenoence Day, Laoor Day. Thanksgiving Day. Fribay after
Thanksgiving Day anc Cnr1s tmaa Day,
'SCOPE OF WORK ,
•4S8E5T05 REMOVAL LABORERS;
Covers site moot )':anon, /nstlal site clean-up, sire preparation,
removal of asbestos -containing -materials, encapsulation, enC'oSure.
era: 0I *Dose I of asoeSto3-contalhing Materleis by nano or Wltn
eoulbment or macninery, scaffolding, fabrication of temporary
wOocen barriers anal assemoiy of OecOntaatnation stations.
INSULATOR/ASBESTOS WORKER:
Inclupes aopl,Catlon of al l Insulating materials, prOtective.
coverings. coatings anc fin1snings to all types of mechanical
systems.
PIPE TRADES ,
(Sullaing construction only):
Alameoa county: -
Sewer Service; Water Service: Gas Service assist plumper or- wl0er
in installing unoergrouno gas from meter to pudding stub up. ano
all trenching, bacxfl;1Ing arm testing); 840kf111 aria testing of
outslae utilities; Testing of Sanitary Waste Systems: 'Concrete,
cutting; Concrete caring; Fire Sating; Receiving. all material;'
89 (Mar. 29. 1991)
re; —1 5
NOETH
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
CA91-4
Delivering material from the snop to J0Ds; Distribute material on the
project site; Install 3 wall surround of fiberglass tuns and/or
snawars Ihaneling of material. and distributionto the 9 I work
area to lncluoe the installation of tuD and snorer wall enclosures).:
Fixture cleaning and protection; Tool repair. cleaning the project Inc
pick-up tools on the project; Job clean-up activity: Kelp t0 lift and
position heavy equipment; Wrapping of pipe: Piping Icentifying;
Grouting; Kalp t0 dlstritute prefacrtcatec assambllea: Block-outs/Cut
Steel Deck and reinforcec steel deck but not to incluoe the
installation of cans. sleeves or inserts; Test all piping. *11 repair;
to be made by plumber or welder: Backing and Riser Clamps. .
Fresno ant Marcel Counttas:
Installation of corrugated natal piping for Cratnaga, as wall as.
installation of Corrugated metal piping for culverts in connection
witn storm sewers ano Cralns: Grouting. Cry packing, ano Wagering
of joints, holes or Cnases including paving over joints. In piping;
Temporary piping for dirt work for Oullctng sits preparation: '
Operating jaCk nammars. , chipping guns. Concrete
saws. ano spaces to Cut holes. Chasse, and Channels for piping
systems; Digging. grading, DaCkfilling, ano grouno preparation for
ell types Of pipe to all points of The joosite: Ground preparation
tncluoing ground leveling. layout end planting of shrubbery. trees
Inc ground cover. lnclucing watering, mowing, *aging. pruning and
fertilizing. Ina breaking of concrete. Digging, backfilling ant
tamping for the preparation ant Completion of all work in
connection wltn lawn sprinkler Inc 1anoscaping; Loac+ng, unloading,
and distributing materials at jobsite; Putting away materials in
storage bins In JCoslts ssCure storage area: Demolition of piping
ant fixtures for rsmodeling ano scallions: Setting up and tearing
Down work pantries. laodera. ano job snacks; Cleanup Inc sweeping of
j oOsite: Pipe wrapping and wear proofing where tar or similar
material is applieo for protection of Ouriso piping: Flagpersona-
AREA DESCRIPTIONS
BRICKLAYERS: STONEMASONS:
Area 1: Dal Norte, Kumooldt, Lake, Marin. Menootlno, Napa,"
San Francisco. San Mateo. Slsktyou. Solano.' Sonoma. and Trinity
Cos. - -. -
Area 2: Alamaoa and Contra Costa Counties
Area 3: Fresno, Kings, Madera, Mariposa, and Merced Counttas' !..
Area 4: Butte, COlusa. El Dorado. Glenn,- , Modoc, Nevada.
Placer, Plumas, Sacramento, Shasta. Sierra. Sutter. Tanana. Volo.
and Yuba Counties
Area 5: MontereyandSanta Cruz Counties
area 6: San Benito and Santa Clara Counties
area 7: Alpine, Calaveres, San Joaquin, Stanlalaus, and.
Tuolumne Counties
area s: Tulare County -
BRICK TENDERS;
Area 1: Alpine, Butte, Cplusa. El Dorado. Glenn, Lassen. M00oc.
Monterey, Nevaoa. Placer, -Plumes. Sacramento,- San Bonito. Shasta.
Sierra. Slsktyou, Sutter. Tanana. Trinity, Yolo and Yuoa Counties
Area 2: San Francisco ano San Mateo Counties '
90 (Mar. 29, 1991)
MW -16
NORTH
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
CAS i-4
Area D, Fresno, Kings, Maoera, Napa. Solano ano Sonoma Counties
Area 4: Calaveras, Mariposa. Maraca, San Joaquin, Staniilaus ano
Tuolumne Counties
Area 5: Marin County -
Area 6: Alameda ano Contra Costa Counties
Area 7: Santa Cru2 County
area B: Santa Clara County
CARPENTERS:
Area 1: Alameoa, Contra Costa, Marin, Napa. San Benito.,San
Francisco. San Mateo. Santa Clara. Solano ano Sonoma Counties
Area 2: Alpine. Amaoor. Butte. Calaveras. Coiusa. Del Norte. El
Dorado, Fresno. Glenn. Mumoolat. K1ngs, Lake. Lassen. Maoera,
Mariposa, Mendocino. MerCeo• M000c. Nevada, Placer, Plumas.•
Sacramento. San Joaquin. Shasta, Sierra. Sisklyou. Stanlslaus,
Sutter. Tenama, Trinity. ,Tulare, Tuolumne,. y010 ano Tuba .Counties
Area 3: Monterey IMO Santa Cruz Counties
area 4: (Residential) MOO., ano Sonoma Counties
Area 5: (Resfdentiall Alameda,• Contra Costa. Marin. San Benito. San
Francisco. San Mateo. Santa Clara ano Solano Counties,
DRYWALL FINISHERS/TAPER:
Area 1. Lake. Marin, Mendocino, San Francisco ano Sonoma Counties
Area 2-4: Alameoa. Contra Costa. Napa ano Solano Counties:
Area 2-8: El Dorado. Nevaoa, Placer. Sacramento. Sierra end Tolo
Counties .
DRYWALL INSTALLERS/LATHERS:
area 1: Alameoa,: Contra Costa, Marin. Nada...San Benito. . Sane
Francisco. San Mateo. Santa Clara.. Solano ano Sonoma Counties
Area 2: Remarnoer of Counties
Area 3: Montery and Santa Cruz Counties
ELECTRICIANS:
Area 1: Alameoa County •
Area 2: Alpine, Amaoor• Colusa. El Dorado. Nevaoa, Placer,.
Sacramento. Sierra. Sutter, Yolo ano Yuma Counties " Area 3: Butte ano Glenn Counties: Lassen County (e:ciucing the •
Sierra Army Deootlker 1ong): MOooC. Plumes, Snasta, SlSit lyOu.
Tenama ano Trinity Counties
Area 4: Calaveras-ano San Joaquin Counties -
Area 5: Contra Costa County -
Area 6: Del Norte ano HumbolOt COURT l es
Area 7: Fresno.. Kings. -Madera and Tulare'Counties
Area 8: Lake. Marin, Menoocino ano Sonoma Counties.;
Area 9: Mariposa. Merced. Stanrslaus and Tuolumne Counties
Definition of Zones:
Zone 1: Elgnt (8) road miles from tne City Ha11D of Merced.
Modesto ano Turlock: 0-2 air miles from tne intersection
of Wasntngton St. ano Stockton Rd,.. Sonora; all of.Merceo
and Stanislaw* Counties to that point 200 yds., west of and
parallel to Mignway I-5. -
Zone'2: 2-4 air miles from tne intersection of, Wasnington
St. and Stockton Po., Sonora.
Zone 3:: A11 of Merlpoaa. Morose], 5tan1alaus and Tuolumne
Counties not to tones 1 or 2.
Area 10: Monterey. San Benito and Santa Cruz Counties•
Zone 1: Area wltnin a radius of 25 air miles from trim •
91 (Mar. 29, 1991) ;.
MW -17
NORTH
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
C491-4
intersection of Dolan Rosa ano Highway •1 to MOSS Lanotng.
Zone 2: Area outsioe of Zone 1 ano within a radius of SO air
miles from the intersection of Dolan Road ano Highway 11 1n
Moss Lanotng. •
Zone 3: Area outsloa of Zones 1 ano 2
►rse 1 1 : Napa ano Solano Counties
Area 12: Santa Clara County
Area 13: San Francisco County
Area 14: San Mateo County
Area 15: Siarra Army Depot (Merlong) In Lasssft County
GLAZIERS: Area 1: 1: Alameda, Contra Costa, Napa anal Solano Counties
Area 2: Alpine, Butte, Glenn,. Lassen. ModoC. Nevaaa: Placer;,Olumas.
Sacramento. San Joaquin, Shasta, Sisklyou, Stanlslaus. Sutter...
Tanana, Trinity, voto ana Yuoa Counties
Area 3: (Residential) Sutter ana Fuca Counties'
♦rea 4: (Resioentiall. Calaveras, E1 Doraao. Newsom. Plater.'...
Sacramento,- San Joaquin, Solana. Tuolumne and YOlo Counties.`
Area 5: Fresno. Kings. Madera. inc Marceq Counties
♦rea 6: Lake, Marin, MenaoClno, San.Francisco;'- San. Matso.'and Sonoma
Counties
Area 7: Monterey, San Benito, Santa Clara ana Santa Cruz Counties
•
LABORERS: . . ..
Area 1: Alameda. Contra Costa. Marin, San Francisco. San Mateo and
Santa Clara Counties
Area 2: Alpine. Anador, Butte. Cal . Colusa. Dal Norte.. E1
Dorado. Fresno, Glenn, Humboldt. Kings, Lake. Lassen. Madera..
Mariposa. Mendocino, Merced. Macao. Monterey. Napa, Nevaaa.
Placer, Plumes, Sacramento. San Benito. San.Joaauln. Santa'Cruz,
Shasta. Sierra, 5lskiyou, Solano, Samaria. Stanlslaus. Sutter. ,.
Tanana. Trinity. Tulare. Tuolumne, FOlo Inc Yuba Counties
LATHERS:
Area 1: Alamed0• Contra Costa, Marin, Napa. Solano ana Sonoma
Counties
LINE CONSTRUCTION: .
Area 1: Contra Costa County
Area 2: Del Norte. MOdOC and Staklyou Counties:
Zone Definitions:
Zone 1: 0-3 miles radius.from the geogrspnlcal center of
Alturos and Yreka. California
Zone 2: 3 to 20 miles radius .
Zone 3: 20 to 35 m11sa radius
Zone 4: 35 to 50 m11ea radius
Zone 5: Over 50 miles raalua
BASE RATE'(Zone 1) 15 paid when working out of employers
permanent snop.
Area 3: Fresno, kings. Madera and Tulare Counties
Area 4: Calaveras inc San Joaquin Counties
Area 5: Mariposa; Merced. 5tanlalsua ana Tuolumne Counties
Area 6: Napa and Solano Counties
♦rea 7: Butta and Glenn Counties; Lassen County (excluding the
Sierra Army Depot/Merlong); Plumes. Shasta. Tanana and Trinity
Counties - -
92 (Mar. 29. 1991)
rf_.r
NORT:
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
CAS1-A
Area 8: Alameoa County
Area 9: Amador, Colusa, Sacramento: Sutter, solo ana vuoa Counties;,
Alpine, E1 Dorado,: Nevada. Placer, ano Sierra Counties (those
portions west of the Main Sierra Mountain watersneal'
Area 10: San Mateo County
Area 1 1 : Humoolat County
Area 12: San Francisco County
Area 13: Santa Clare County ,.
Area 1A: Lake, Marin, Menaocin0 and Sonoma Counties -
Area 15:- Monterey, San Benito ana Santa Cruz Counties •.
Zone 1: witnin the raoius-of 25 air miles from the intersection of
Dolan Roao ano Hwy, Al to Moss Lansing' •
Zone 2: Area outsioe of Zone 1 witnin a radius of 50 Air miles •
from tne intersection of Dolan Roao ano Hwy. Ai 1n -.Moss Lancing
Zone 3: Area outside of Zones 1 ana 2 -
Area 16: Sierra Army Depot (Nerlong) in Lassen County
MARBLE SETTERS AND TERRAllO YORKERS:
Area 1. Alameoa. Contra Costa. Marin, Napa, San Francisco, San
Mateo, Slskiyou, Solano, Sonoma ano Trinity Counties
Area 2: Alpine, Calaveras. San Joaquin, Stanlalaus and Tuolumne
Counties
Area 3: Butte, Colusa. El Dorado. Glenn. Lassen. Mopo0. Nevaaa.
Placer. Plumas. Sacramento. Shasta, Sierra. Sutter. Tenama, volo
ano vuoa Counties
MARBLE. TERRAZZO AND TILE SETTERS:
Area 1: Monterey ano Santa Cruz Counties
MARBLE FINISHERS:
Area 1: Alameda. Alpine, Butte. Calaveras.' Colusa, Contra Costa. Del .
Norte, El Dorado, Glenn. Lassen. Marin, Modoc. Monterey, Napa.
Nevada. Placer. Plumes. Sacramento. Sam Benito. Sam :Francisco. San
Joaquin. San Mateo. Santa Clara. Santa Cruz. -Shasta, Sierra.
5isk1you . Solana. Sonoma. Sutter, Tenama, Trinity, yolo ano vuoa,
Countles
PAINTERS: .
Area 1: Alpine, Calaveras and San Joaquin Counties
♦rea 2: Fresno. Kings. ano Namara Counties
Area 3: Mariposa. Marco°. Stanislaua. ano Tuolumne Counties
Area A: Monterey. San Benito, ana Santa Cruz Counties
Area 5: San Mateo ano Santa Clara Counties
•rea 6: Lassen County (tnat portion tnat lies eastward of Hlgnway
0395, northward to ana Incluatng Honey Lake): Lake Tanoe Area
♦rea 7: Lake, Marin, Mendocino and Sonoma Counties
Area 8: Suite. Colusa ano Gann Countles:' Lassen County (excluaing
tne extreme SE corner); Moaoc.- Plumas, Shasta., Slsklyou.. Sutter.
Tenama. Trinity ano tuDa Counties .-.
Area 9-A: Alameda.. Contra Costa. Napa and Solano Counties
area 9-8: E1 Dorado, Nevada, Placer. Sacramento, Sierra ano 'volo'
Counties - -
Area 10: Del Norte and Humoolat-Counties
Area 1 1 : San Francisco County
PLASTERERS:
Areas 1 ana 2: Alameoa. Contra Costa. San Francisco and San Mateo
Counties
93 (Mar. 29. 1991)
NCETH
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
CA91-4
Area 3: Alpine. Butte, Calaveras. Colusa, El Dorado. Glenn,
Lassen. MOOoc. Nevada. Placer, Plumas, Sacramento. San Joaquin:
Shasta. Sierra. Slskiyou.' Sutter. Tenama, Trinity. Vold and YUDd
Cos.
Area 4: Del .Norte. Humboldt, Lake, Marin. Mendocino. Napa. Solana
and Sonoma Counties
Area 5: San Benito. Santa Clara, and Santa Cruz Countlea
Area 6: Fresno. Kings. inc Madera Counties
Area 7: Monterey County '
Aroe 8: Mariposa. Merced, Stanislaus, and Tuolumne Counties
PLASTERERS' TENDERS:
Area 1: Alameda an0 Contra Costa Counties
Area 2: Fresno. Kings. and MCOeri Counties.
Area 3: San Francisco and San Mateo Counties
Area a: Monterey County
♦rea 5: Napa County
♦rea 6: Marin County
PLUMBERS
Area 1:
Area 2:
Alameda County
Contra Costa County
PLUMBERS: STEAMFITTERS:
Area 1: Anador County (ncrtnern portion): El Dorado. Nevada:
Sacramento. Sierra and Yolo Counties (excluding Lake Tahoe
Area)
Area 2: Like Tahoe Area -
Area 3: Lake. Marin, Mendocino. San Francisco, and Sonoma Counties
Area 4: Alpine. Amacor County (southern portion). Butte. -
Calaveras. Colusa, Fresno. Glenn. Kings. Lateen."'
Maoere. Mariposa. Merced, MOcDc. Monterey. Plumes. San
Joaquin, Santa Cruz. Shasta. Sierra. Slskiyou, Stanislaw,.
Sutter. Tanana, Trinity, Tulare; Tuolumne and Yuma Counties
Aria 5: Napa. an0 So land Count tea
Area 6: Del Norte inc Humoolet Counties
Area 7: San Benito and Santa Clara Counties
Aria B. San Mateo County
ROOFERS:
♦rea 1: Alameda, Contra Costa, Lake, Marin, Napa,- Solano, and Sonoma
Cos.
Area 2: Alpine.- Calaveras. Mariposa. Merced; San Joaquin. Stanislaus,'
an0 Tuolumne Counties
Area 3: Butte. Colusa. El Dorado, Glenn, Lassen, McCoc, Placer,
Plunge. Shasta, Sierra. Slskiyou.. Sutter.' Tehama. Trinity. and Yu5a
Counties "
Area 4: Fresno. Kings, and.Macera Counties
Area 5: Monterey, San Benito. Santa Clara and Santa Cruz Counties
Area 6: San Francisco and San Mateo Counties
Area 7: Anador, Sacramento and Y010 Counties'
SHEET METAL WORKERS:
Area 1: Alameda and Contra Costa Counties'
Area 2: Alpine, Calaveras, and San Joaquin Counties
Area 3: Amacor. Butte, Colusa, El Dorado. 'Glenn. Lassen, Mogac.
Nevada, Placer, Plumes. Sacramento. Shasta, Sierra. ;
Slskiyou, Sutter. Tanana, Yolo, and Yuma Countlea
84 (Mar. 29: 1861)
MW -2 0
NORTH
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
CA91-A
Area 6: San Francisco anc San Mateo Counties
Area 7 Amaoor,, Sacramento ano YO1O Counties
SHEET METAL WORKERS.
Area 1, Alameoa ano Contra Costa C:untie_
Area 2: Alpine. Calaveras. ano San J caouin. Counties
Area 3: amaloor, Butte. Colusa, El Doraco, Glenn. Lassen. MOCcc.
Nevada. Placer. Plumas. Sacramento. Shasta. Sierra.
Slsk-ly0u. Sutter. Tanana. Yolo, ant Yuba Counties
Area A: Monterey and San Benito Counties
Area 5: Del Norte. Humtolot ano Trinity Counties -
Area 6: San Mateo County '
Area 7. Fresno, Kings. Matera ano Tulare Counties
Area 8: San Francisco County
Area 9: Lake. Marin. Men00Cino. Napa. Solana ano Sonoma,Countits
Area 10: Santa Cru2 County
Area 1 1 . Santa Clara County
Area 12: mariposa. Maroeo. Stani5laus ano' Tuolumne Counties
SOFT FLOOR LAYERS
Area 1 -. Alpine. Butte. Calaveras. Colusa.' E' Ooraoo. G:enn.
ano Lassen Counties lexcluting Honey Lake Areal: MOrCeaCOUnty least
of San Joaouin River): Pumas. Sacramento, San Joaquin,,Shasta.
-
Stanis•aus. Sutter. TOnama. Trinity. Tuolumne, tol°. ant Yuba
Counties: E' Doraoo. Nevada. Pacer, ano Sierra Counties Itnose
Portions exc:uCing Lake Tahoe Area.
Area : Honey Lake Area ano Lake Tanoe Area '
Area 3 A: ameoa. Contra Costa. Napa. ano Solana counties
Area 4 Lake. Marin, Men0OCino.'San Francisco. San Mateo aria Sonoma
Counties
SPRINKLER FITTERS.
Area 1 Alameoa. Contra Costa. Marin. Napa: San •rancts:o, Sar
Mateo, Santa Clara. Sc'ano. ano Sonoma Counties
Area 2: Remaining Counties
STEAMFITTERS-
Area 1: A1ameca anc Contra Costa Count, ies
TERRAZZO
Area 1.
Area 2:
W0RXERS:
Del Norte. Hum0010t. Lake. Marin, MencocinoJ'..Napa,
San Francisco, San Mateo, Sisxiyou. 5c!ano. Sonoma. anc
Trinity Cos.
San Benito anc Santa Clara Counties
TERRAllO WORKERS AND. TILE SETTERS
Area 1 :- Fresno. Kings, Matera, Mariposa, ano Merceo Counties
TERRAZZO AND TILE FINISHERS: .
Area 1: Fresno. Kings, Madera. Mariposa. and Merceo Counties,
TERRAZZO FINISHERS:
Area 1: Alameoa. Alpine. Butte. Calaveras, Contra Costa, Del Norte.,
El Dorac0. Glenn, Lassen. Marin, Mo0oC, Monterey. Napa. Navass.
P'acer. Plumas, Sacramento, San Benito, San Francisco. San Joacuin.'
95
MW -21
YORTH
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
CA91-A
San Mateo. Santa Clara. Santa Cruz. Shasta. Sierra, Siskiyou.
Salano, Sonoma. Sutter, Tenama. Trinity. Volts ants Yuba Counties
TILE SETTERS.
Area 1; Butte. Colusa. El Dorado. Glenn. Lassen. Macao, Nevaba, Y010.
Placer. Plumas, Sacramento, Shasta, Sierra, Sutter, Tenama, ano Yuoa
Count les
Area 2: Alpine. Amador, Calaveras. San Joaquin. 5tanlslaus.' and
Tuolumne Counties
Area 3: Alameda, Contra Costa, Marin, Napa. San Benito. $an
Francisco. San Mateo-. Santa Clara. 5iskiyou. Solana.' Sonoma anb
Trinity Counties _
TILE FINISHERS
Area 1: Alameda. Contra Costa. Marin. Monterey. Napa, San Benito. -'San
Francisco. San Mateo, Santa Clara. Santa Cruz, Si5kiyou, Solana,
Sonoma d Trinity Counties
Area 2; Fresno, Kings. Madera. Mariposa. Merced and Tulare Counties
Area 3 Butte. Colusa. El Dorado. Glenn. Lassen. M00oc.- Nevada,
Placer, Piumas. Sacramento. Shasta. Sierra, Sutter, Tenama. YoloPand
Yuma Counties
Area A. Alpine. Amador, Calaveras. San Joaouln,
Tuolumne Counties
Stanisiaus ants
DESCRIPTION OF CLASSIFICATIONS
LABORERS - TUNNEL AND SHAFT wCRk-
Group 1 Diamond Dr•" er: Graunc: Gunite and Snotorete No22'e
operator: Shaft work and raise loe'oviaC :ua' Or excavated grOuno
'. eve 'l I
Group C. Bit Grinoer: Blaster: Dri ''ers. Powder - neading: Cherry
Picker - wnere car is lifted: Concrete Frntsner in Tunnel:
Concrete Screed: Grout Pump ants Pot: Gunite and 5notcrete Gun
anb Pot: Header; Hign Pressure Nozzle operator; Miners - Tunnel.
including Top and Bottom on Shaft ants raise work: Nipper Nozzle
operator on slick line: Sandplaster -,Pot (work assignment
lntercnangeaoie): Steel form raisers and setters: Timoer.
Retlmoer - wood Or steel or suostitute materials
tnerefore:Tugger
Group 3: caDle tenoer: Chucktender: Powder - Primer House:
Vibrator, Pavement Breakers
Group 4: Bull gang - muckers, track: Concrete crew - inc1ubes
robaing ano spreading: Dump (any metnop): Grout Crew recount:
Group 5: Swamper
LABORERS
AREAS I are
CONSTRUCTION SPECIALIST GROUP:
Asphalt Ironers ants Rakers •
96
—22
2
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Ca91-a
Chainsaw
Laser Beam in Connection uitn Laoorers work
Masonry anti Plasterer Tenoer
Cast in place mannole form setters
Pressure plpelayers
Davis Trencner - 300 or similar type (and all small trenchers)
Blaster
Diamond Drillers
Multiple Unit Drills
Hydraulic Drills
GROUP 1:
asonalt Spreacer. Boxes (ail types) - -
Barko. sacker and similar type Tampers
8uggymobile
Caulkers. Bangers, Pipewrappers. Conduit Layer's. P1asvIC PiPeLayers'
(for ContraCostaCounty, see Group 1-91
Certified] 1S0e5tOs worker
Certified] HazarcouS waste worker
Compactors of a11..types
Concrete and Magnesite Mixer. 1/3 yd anal unoer .. .
Concrete Pan work _
Concrete Sanoer: Concrete Saw -
Crlooer and]/or Shoring
Cut Granite Curo Setter
Dri pak-it machine
Fa' ler. loci pacer Inc Ducker
Form Raisers. Slip Forms
Green Cutters
Headerboarc, Hucsetters., aligners. by any,methcc
Hign presSure plow pipe (1-i/2 or over. 1100 Ins pressure/over)
Hydro seeder and similar type
Jackhammer Operators
Jacking of Pipe over 12 incnes ..
Jackson and similar type Compactors
Kettle Semler. Pot ano workers applying asonalt. lay-ko•0r'' creosote.
lime. caustic Inc similar type materials (applying means 10piying,
dipping or nandling of sucn materials)
Lagging, Sheeting, Whaling. Bracing, TrenCn,acking, Lagging Hammer'
Magnesite, Epoxyresln, Fiberglass. Mast1C workers (wet or ory)
No )o1nt pipe and stripping of sane, Including repair of voles
(for Contra Costa County, see Group 1-g)
Pavement breakers and spacers, including tool grinoer
Perma Curds
Plpelayers (including grace checking in connecting with pipelayingl.
(for Contra Costa County, see Group i-g)
Precast-mannole setters (for Contra Costa County. see Group 1-g)
Pressure Pipe Tester (for Contra Costa County. see Group 1-g)
Post Hole Diggers. air. gas. Inc electric
Power BroomSweepers
Power Tampers of all types (except as shown In Group 2)
Ran Set Gun Inc Stud Gun
Riprao stonepaver Inc Rock-sltnger, lncluoing placing of sacked
concrete ano/or sang (wet or dry) ano Gabions-and similar type
Rotary Scarifier or Multiple Head Concrete Chipping scarifier
Roto ano Dlten alter,
97
MW -23
Y.
Or P.
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
CA91-a
ROtot iller
Santa )asters. Pot. Gun. No221e operators
Signalling aria Rigging
Tank Cleaners
Tree Cl imoers
Turco Closter
Vibrascree0. Bull Float in connection with Laborers' work
VlbratOrs
Group 1(a): Joy Drill Mooe1 TWM-2A; Gardner -Denver Model OM143 ano
Similar type 0r,115: Track Drillers: Jack Leg Drillers: wagon
Drillers; MecnaniCal Orillere. all types regardless Of type or
metn00 of power: Mechanical Pipe layers. all types work
regarrOlitsS Of
ing.
type or method of power; Blasters and Powder;
All placing ano blasting of all powOer and explosives of whatever type
regardless of metnoO used for swan 1oaoing ano placing:, high
Scalers (inciuoing Drilling of same): Tree Topper; Bit Grinder
Group 1(b): Sewer Cleaners receive 54.00 per pay above Group 1 .
wage rates. 'Sewer Cleaner' means any workman wno nanoles or
comesin contact with raw sewage in small altimeter sewers.- Those
wno work inside recently active, large plameter sewers. aria old
recently active sewer mannp)es shall receive WOO per clay above
Grouo 1 wage rates,
Grouo 1(C1: Burning ano welding in connection with Laborers' -work:
Synthetic tnermoplastics ano similar type welding.
Group 1(01: Maintenance ano Repair Track and Road Beds ano a'i
employees performing work Covere0 Oy tints Agreement anal"'receive
5.2S per hour above tnelr regular rate for all work performept on
unaergrounO structures not specifically Covered herein. This
paragraon snail not Oe construe° to apply to work oel0w'ground
level inopencut. It snail ap01y to 'cut and cover work Of subway
construction after tne temporary cover nay been P1a000.
Group 1(e): Work on and/or in Bell Mole Footings and Shafts
thereof. aria work on ano in Deep Footings (0800 Footing is a hole •
fifteen (151 feet or more in oeptn). In the event tne oeptn Of the
footing 15 unknown at tne COmmencemenl of excavation. and the final
depth exCee05 fifteen (151 feet. the contractor agrees :t0 pay the
deep footing wage rate to a11 employees:for-each ano every -Day
works° on or in the excavation of the tooting from the pats of
inception. -
Grouo l(f):
Shot Crete
Wire win0ing-machine in connection witn Guniting or
Grouo 1(g):
Plpelayer5 (including grape Cnecking in COnneCtion .with
pipelaying)
Caulkers
Bangers
Plpewrappers
C0noutt-Layers
Plastic Pipe Layer
98
MW - 214
NORTH
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Area 4
Area S.
Area 6
Area 7
Area B.
Area 9.
Area 10:
Area 1 1 :
Area 12
CA91-4
Monterey ano San Benito Counties
Del Norte. humoolct and Trinity Counties
San Mateo County
Fresno. 'Kings. Maoera ant Turare Counties
San Francisco County
Lake, Marin, Mendocino. Napa. Solana ano Sonoma.Counties
Santa Cruz County
Santa Clara County
Mariposa. Merced, 5tanislaus aria Tuolumne Counties
SOFT FLOOR LAYERS.
Area 1: Alpine. Butte, Calaveras. Colusa. El Dorado. Glenn,
and Lassen Counties 1ekc'uoing Honey Lake Areal: Merc,o County (east
of San Joaouin River): Plumes, Sacramento, San Joaouin, Snasta.
Stanislaus. Sutter. Tanana, Trinity, Tuolumne. Yoio. ano Yuoa
Counties: E' Dorado, Nevada. Placer.. ana Sierra Counties ,(those
portions ekcluoing Lake Tahoe Areal
Area 2. Honey Lake Area anal Lake Tanoe Area
Area G. alameoa, Contra Costa. Napa, ano Solana Counties
Area 4. Lake, Marin,
Counties
Mendocino. San Francisco. San Mateo ano Sonoma
SPRINKLER FITTERS.
Area 1: AiameCa. Contra Costa. Marin, Napa.San Francisco. San
Mateo. Santa Cara, Solana. ano Sonoma Counties
Area 2. Remaining Counties ..
S7EAMF:rTERS.
Area 1 A:ameoa ant Contra Costa Counties
TERRAZZO WORKERS.
Area 1' De' Nor -e, Humoolot, Lake. Marin. Mendocino. Napa.
San. Fralclsco. San Mateo. S1ski.you•, Solano, Sonoma. ano
Trinity Cos.
Area 2: San Benito aria Santa Cara Counties
TERRAZZO WORKERS ANO TILE SETTERS.
Area 1: Fresno. Kings. Maoera. Mariposa, anal Merced Counties
TERRAZZO AND TILE FINISHERS:
Area 1: Fresno. kings. Madera. Mariposa,. ano Merceo Counties
TERRAZZO FINISHERS: - Area 1: A ameoa, Alpine, Butte. Calaveras..Contra Costa, 001 Norte.
E) Doraoo, Glenn, Lassen. Marin, Macao. Monterey, Napa, Nevaoa.
Plater. Piumas. Sacramento, San Benito. San Francisco. 'San Joaouin',
San Mateo, Santa C'ara. Santa Cruz. Shasta. Sierra. 51sk1you, Soano. Sonoma. Sutter, Tanana. Trinity, kola ano.Yuca cOuntles
TILE SETTERS:
Area 1: Butte. Colusa, E: Doraoo. Glenn. Lassen, Modoc, . Nevada. Yolo,.
Placer, Plumes. Sacramento. Shasta. Sierra. Sutter, Tenama. ano Yuea
Counties
Area 2: Alpine. Amaoor, Calaveras. San Joaouin. Stanislaue. ana
Tuolumne Counties
Area 3: Alameda. Contra Costa. Marin. Napa. San Benito. San
Francisco, San Mateo, Santa Clara. Slsklyou. Solano. Sonoma ano Trinity Counties
Counties - -
99 (Mar.. 29. 1991)
,N_25
�,��mu
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
CAST -4
TILE FINISHERS:
Area 1: Alameda, Contra Costa. Martn, Monterey. Napa, San Benito. San
Francisco, San Mateo. Santa Clara. Santa Cruz. Slsklyou, Solana.
Sonoma 6 Trinity Counties
Area 2: Fresno. Kings. Macere. Mariposa, Mercmc and Tulare Counties
Area 3: Butte. Coiusa. E1 Doraco, Glenn. Lassen`, Moaoc. Neveaa,
Placer, Plumes. Sacramento, Shasta. Sierra. Sutter. Tanana. Volo and
Yuba Counties
Area 4: Alpine. Amaaor, Calaveras, San Joaauln. Stanislaus ana
Tuolumne Counties
DESCRIPTIONOFCLASSIFICATIONS
LABORERS - TUNNEL AND SHAFT WORK:
Group 1: Diamond Driller; Grouno; Gunite ana- Snotcrete No22le
operator:. Shat work and raise (below actual or excavated ground
level)
Group 2: Bit Grinder: Blaster; drillers 'Powder - heading; Cherry
Picker - snare car is lifte0: Concrete F1n,sner in Tunnel:
Concrete Screed: Grout Pump and Pot: Gunite and 5notcrete Gun
and Pot: Header: Hign Pressure Noz2le operator; Miners -'Tunnel,
including Top and Bottom on Shaft and raise work: Nipper Noomle
operator on Glick line: Sandblaster - Pot (work assignment
interchangeable): Stool form raisers e1t0 setters: Tlmoer,
Rettmoer - w0o0 or steel or suostitute materials
tnereforo:Tuggar
Group 3: Caole tender; Chucktenoer; Powder - Primer Mouse;
Vibrator, Pavement Breakers -'
Group 4: Bull gang - muckers, track: Concrete Crew - includes
roDdin9 inc spreedtng; Dump (any method): Grout Crew redound
Group 5: Swempor
LABORERS
AREAS 1 ana 2
CONSTRUCTION SPECIALIST GROUP,
Aspnalt Ironers and Rakers
Chainsaw -
Bean in Connection with Lalsorer5' work
Masonry and Plasterer Tender
Cast in place manhole form setters
Pressure plpelayers - -
Davis Trencner - 300 or similar type (ano all small trenchers)
Blaster
Diamond Driller,
Multiple Unit Drills
Hydraulic Drills
GROUP 1:
Asphalt Spreader Boxes (all types)
100 (war. 29. 1991)
MW -26
NORTH
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
CA91-a
Barka. Wacker and similar type Tampers ^
Buggymooile �-
Caulkers. (lancers. Pipewrappers Conoutt Layer,. Plastic Pipelayers
(for Contra Costa County. see Group I -g)
Certified ASbeetds worker
Cart If leo Hazardous Waste Worker
Compactor, of all types
Concrete aria Magnesite Mixer, 1/2 ya and under
Concrete PanWork
Concrete Sander: Concrete Saw
Crlpber anc/or Snoring
Cut Granite Curb Setter
Dri pak-it machine
Faller, logloaoer ano bucker
Form Raisers, Slip Forms
Green Cutters ..
Meaoerboara, NuDsetters. Aligner,, by any method .. .' - '
Olson pressure blow pipe (1-1/2 • or over,. 100 1Os pressure/over
Nyaro seeder ano siml!er type
Jaoknammer Operators
Jacking of Pipe over 12 inches
Jackson ano similar type Compactors
kettle tender. Pot ano workers applying espnait, lay-kola. creosote,'
lime. caustic ano similar type materials (applying means applying.
pipping or handling of suCn materials)
Lagging. Sheering. Whaling. Bracing, Trenchjacking, Lagging hammer
Magnesite. Epoxyresin, Flberglass, Mastic Workers (wet or wry)
No )otnt pipe ano stripping of await. including repairof voles
(for. Contra Costa County, sae Group 1-gl
Pavement breakers ano spaoers. Including tool grinoar
Perna Curbs
Pipelayers (Including grade Cnet-king in connecting wit+ pipelaying)
(for Contra Costa County. see Group 1-g)
Precast-mannole setter, (for Contra Costa "County, see Group 1-gl
Pressure Pipe Tester (for Contra Costa County, see Group•1-g)
Post Hole Diggers. air. gas, and electric
Power Broom Sweepers -'
Power Tampers of all types (exempt as snore in Group •2)'
Ram Set Gun ana Stud Gun
Riprao stonapaver and Rack-slinger, including placing Of sacked
concrete and/or send (wet or dry) and GODions and similar,type'
Rotary Scarifier or Multiple mime Concrete Chipping scarifier
Roto and DI%CT W1ten
Rotottller
Sandblasters, Pot, Gun. NozZIs Operators
Signalling ano Rigging
Tank Cleaners.
Tree Climbers
Turoo Plaster
Vibra5Creea,. Bull Float in connection with Laborers'. work
Vibrators
Group 1(a): Joy Drill Model TWM-2A: Gardner -Denver Macel DM143
similar type aril's: Track Drillers: Jack Lag Drillers:. Wagon
Drillers: Mechanical Drillers, all types regardless Of typeor
method of power: Mechanical Pipe layers. all types regaralass. of
101 (Mar. 29, 1991)
MW -27
NORTH
and
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
CA91-4
type or metnoa 0f power: Blasters and Powder; All work of loading.
placing an0 blasting of all powder and explosives of wnatevsr type
regardless of metnoa uses for such loaaing Inc placing: Nigh Scalers
(Including ariliing of same): Tree Topper: Bit Grinoer
Group 1(b): Sewer Cleaners receive $4.00 per day above Group 1
wage rates. 'Sower Cleaner' means any workman wno handles or
camesln contact with raw sewage in small pt Those
wno work Inside recently active, large diameter seweos. and all
recently active sewer mannolas shall receive $5.00 perday above
Group 1 wage rates.
Group 1(c): Burning and welding in connection wltn Laborers' work;
Syntnetic tnermopiastics aria similar.type welding.
Group 1(0): Maintenance Inc Repair Track ano Rose Boas and al l
employees performing work coverea oy tnis Agreement snail receive
5.25 per nour above their regular rate for al i work performed on
underground structures not specifically covered Herein. This
paragraph snail not ba construed to apply to were De10w ground
level in omen cut. It snail apply to cut and cover work of' subway
construction after the temporary cover has been plaea0.
Group 1(e); work On ano/or in Ball Mole Footings and lShafts
tnereof. Inc work on ana in Deep footings, (Deep FOOting Is a'n01e
fifteen (15) feet or more in Oeotn). In the event the depth of the
footing is unknown at the commencement of excavation,: and the final
oeptn exceeds fifteen (15) feat.. the Contractor agrees to pay.the
seep footing wage rate to all employees for each and every pay
worked on Or in the a:covet ion of tna footing from tna, ante 01
inception. ,
Group 1(1): wire winding macnine. In connection with GunitIng or
Snot Crete.
Group 1(g);
P Ipe 1ayere( including grape checking in connection with papal ay1ng)
Caulkers
Ban°erl
Pipewrappers
Consult Layers
Plastic Pipe Layer
Pressure Pipe Tester
No joint pipe Inc stripping of sane, including repair of voids
Precast Manhole setters. cast in place mannole form setters
Group 1(h): Men working oft or with or from Bos'n Chairs. Swinging
Scaffoics, Belts shall receive 5.25 par hour above the appllcaole
wage rate. This premium shall oe reckoned by the day and half
day. This .snail not apply to men entitle° t0 receive-tne wage
rate set forth in Group 1(a).
Group 2:
Aspnalt.Shovelers
Cement Dumpers and handling dry Cement or gypsum
Choke -setter and Rigger (clearing work)
102 (Mar. 29, 1991)
?Il,(_26
NORTH
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
CA91-4
Concrete Bucket Dumper ano Chute
Concrete Chipping ano Grinning
Concrete Laborers (wet or Ory)
Drt11lr3 Melper, Cnuck Tencer. Nipper
Guinea Cnaser IStake 1. Grout Crew - -
Mlgn Pressure No22Ie. Aocuctors
MyOraullc Monitor (Oyer .100 lbs. pressure)
LOIIaing ano unloaaing. Carrying ano hauling of all rods and
materials for use to reinforcing concrete construction
PlttsDurgn Cntpper, and similar type Brusn Snredaers
Sloper ..
Single foot. nano ne10, pneumatic tamper
All pneumatic. air. gas ano Electric Tools not listed in Groups 1
througn 1(1 ) -
Jacking of Pipe - unoer 12 +Hones
Group 3:
Construct iOn Laborers, lncluolmg Br age ano General Laborers
Dump. Loop Spotter
Flagpersons
Fire watcner
Fence Erectors -
Guararall Erectors -
Garceners. Horticultural ano Lan05CLpe Laborers
()fitting -
L+moers. Brusn Loaderi and Peters
Pavement Markers (Button Setters)
Maintenance. Repair Track ano Roam Sees
Streetcar ano Railroad Construction Track Laborers
Temporary Air an Water Lines. V1CtauIIC or similar'
TOOL Room Attenoant (.100 Site only) _
Group 4:
All cleanup work of deorls, grounds
not limited 10' s treet cleaners
Cleaning it weaning windows
Brick Cleaners (Job site only)
ano building including but
wattnperson
Material Cleaners (job site only)
Use0 unoer the following tondttione:
A. At OemotitlOn site for Ina salvage of, the material.'
B. At the COnCluslon of a IOD"where trig, material is tote -
'salvaged inc Stocked t0 be reused On anctner
C. The cleaning of salvage material at the Employer_'.S ]o0,
site or temporary job -site yard.
Thematerial cleaner classification shOula not be use0 in the,
performance of 'form stripping
cleaning ano oiling ano moving t0 the next point of erecton.
GUNNITE
Group 1: Structural no221e operator
Group 2: No221e operator (including Gun, Pot): Ground
Group 3: Rebound
Group 4: Gunnite Laborers
103 (Mar. 29. 1991)
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CA91-4
WRECKING WORK
Group 1, Skilled Wrecker•(remdving and salvaging of sash, windows.
Coors. plumotng and electric fixtures)
Group 2: Semi -skilled Wrecker (salvaging of otner building
materials)
Group 3: General Laborer (includes alt Cleanup work, loaotng.
Weimer. loaotng ono burning of aeoris) -
LINE CONSTRUCTION:
AREA 2:
Group 1: Caole Splicer, Lead Pole 50rayyer Line Equipment
Group 2: Line worker, Pole Sprayer, _ Y
Certified Line welder
Group 3, Tree Trimmer
Group 4: Line Equipment Operator
Group 5: Mead Grouno, Powder, Jackhammer Operator
Group 6: Mead Grouno (Chipper)
Group 1: Ground
Groups 3 and 6 receive BASE RATE (ZONE 1) ONLY (no Zone
Differential)
Group
Group 2:
Group 3
Group •
PARKING LOT STRIPING WORK AND/OR HIGHWAY MARKERS:
$trlper' Layout and application of painted traffic'stripes
-
and marking: not tnermo plastic; taPr traffic stripes 'ono
markings Layout and i0
Traffic delineating device applicator:
application of pavement markers. delineating signs, 'rumble
and traffic bars. adneslves, gulag markers: other traffic
delineating devices: includes all. related surface
preparation (sandblasting, waterolest ing, grinding) as part
Of trio application process
Surface abrasive blaster: removal of traffic lines and
markings, preparation of surface for coatings
Traffic protective delineating systems installer; removes:
ralocatss: installs parnanently affixes roaosise and parking
delineation barricades: fencing, guard rail: caole anchor,
retaining watts, rsfrerice signs. monument markers
Operator.
POWER EOUIPMENT,OPERATDRS
AREAS 1 AND 2
Group 1:
1. Operator of Helicopter (when used to erection work)
2. Power Shovels. Backnoel, Gradalis over 7 cu. yds.
104 (Mar. 29, 1991)
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C491-4
Group 2:
1, Hipline Cableway
2. Power race Operator (finianl
3 Power Snovels, Backnoes, Graoa s (over 1 CU. yc. and up to anti
including 7 cu yo5. m.r.c.
Group 3:
1. asphalt Milling Macnine
2. Myaraul lc Excavator
3. Cools Backnoe
4. Combination Backnoe ano Loader over 3/4 cu. yds.
5. Continuous F1-ignt Tie Back Machine _
6. Crane Mounted Continuous Fl1gnt T10 B'Ck Macnine7. Crane Mounte0 Drill 4tt8Cnments -
8. Dozer. Slope 8ro
9 Gredall
10. Loaoer 4 Cu. yds. ana over
11 Multiple Engine Scrapers (when used as pusn pull)
12. Power Sntivels, BaCxnoes. Graf4111$ uP.to ano incluaing,1 cu. yd.
13. Pre-Strss Wire Wrapping maCnine
14. 51ee Boom Cat. 771 or larger
15. Track Loafer 4 cu. yds. and over
16. wheel Excavator (up to and including 750 Cu. yes. per Maur)
Group 4:
1. asphalt Plant Engineer
2. automatic Concrete Slip Fore Paver
3. Chicago Boom
4. Combination Backnoe ano Loaoer uo to ano including 3/4 cu. yca.
5. Concrete Baton Pants (wet or cry)
6. Dozer ano/or Push Cat
7. Pull -Type 5levating Loafer
8, Graoesetttr, Grape Checker (mecnanlCal or otnerwlsel
9. Grooving ano Grinoing Machine
10. Mea0ing 5nie'.c Ooerator
1 1. Heavy Duty Drilling Equipment. Mug's, LOH, Matson 3000 or
similar -
12. Heavy Duty Oeoalrperson and/or welper
13. Lime SPreeoer
14. Loaoer under 4 Cu. y0a. •
15. Lubrication ano Service -Engineer (mobile and -grease rack)
16. Mechanical Flnlsners or Spreaoer Macnine (aspnalt. Baroer-
Greene and similar)
17. Miller Formless M-9000 Slope Paver or similar
18. Mucking Macnine (ruboer-tlrec. rail or track type)
19. Portable Crusning.ano Screening plants
20. Power Blade Support'
21. paiseo Bore Operator (tunnels)
22. Fouler Operatnr, Escnalt
23. gubber-T1reo artnmoving Equipment (Scrapers)
24, Slip Form Paver (concrete or asphalt) •
25. Small Tractor with Drag
26. 5011 Stabilizer (P&H or equal)
27. Timber-Skicder
28. Track Loader up to 4 yeras
29. Tractor Drawn Scraper
30. Tractor. Compressor Drill Combination
105 (Mar. 29, 1991)
MW -31
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CA91-4
31, Tunnel Mole Bore Operator
32. weloerr
33. wooas-Mixer (ano otner similar Pugm1111
Group 5.
1. Cast -in -Place Pipe Laying MaCnine
2. ComOinatlon Slusner anti Motor Operator
3. Concrete Conveyor or Concrete Pump. TruCk or Equipment Mounted
4. Concrete Conveyor. Bullaing site
5. Concrete Pump or Pumperete Guns -
6. Drilling Equipment. Watson 2000. Taxoma 700 Or similar.
7. Drilling anti Boring Macnlnery, Horizontal (not to apply to
waterliners. wagon drills or Jackhammers)
B. Concrete Mixer/all
9. Man ana/or Material Hoist
10. MOCnaniCal Finishers (concrete) (Clary. Johnson. Bigweli Brioge
Deck or similar types).
1 1 . MecnaniCal Burm. Curia ano/or Cure and Gutter MaCnine. ' Concrete
or Aspnalt
12. Mine or Shaft H015t
13. Portable Crushers
14 Power Jumbo Operator (setting slip -forms. etc.. in tunnels)
15. Screaa (automatic or manual)
16. Self Propelled Compactor wttn Dozer
17. Tractor with boom D6 or smaller
1B. Trenching MaCnine, maximum digging capacity over 5 ft. OePtn
19-. Vermeer T-6008 Rock Cutter
Group 6:
1. Armor -Coster (or similar)
2. 6a'last Jack Tamper
3. 800m-TyPe Backfll'ing Macr'ne
4_ Ant. Plant Engineer
5. Brtage and/or Gantry Crane
6. Chemical Grouting MCChlne. truck mounted
7. Cnip Serena ng Machine Operator
6. Concrete Saws (self-propelleo unit on streets. h gnways.
a 1rporta. and canals)
9. Deck Engineer
10. Drilling Equipment Taxoma 600. Hugnea„200 Series or similar up
to ana including 30 ft. m.r.c.
11 . Drill Doctor -'
12. Elevator operator
13. helicopter Radio Operator
14. HyOro-Hammel' Or similar
15. Line Master '
16. Locomotive -
17. Lull Ni-Lift or similar
18. Truck Crane Oiler
19. Pavement Breaker, Truck Mounted. with compressor cometnation
20. Petro Mat Laying MCantne
•
21. Pipe Bending Mach nt (pipelines only)
22. Pipe wrapping Machine (tractor propellea ana supported)
23. Scrota. (except aspneltlC concrete paving).
24. Self Propelled Pipeline wrapping Mooning
25. 5oi15 9 Materials Tester '
26. Tractor
106 (Mar. 29, 1991)
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CA91-4
Group 7;
1. Ballast Regulator
2. Boom Truck Or Dual-purpose A -Frame Truck
3. Gary Lift or similar
4. Comtlnat,on Slurry Mixer ano/or Cleaner
5. Drilling Equipment, 20 ft. ano under n.r.C.
6. Firetender Not Plant
7. Forklift (20' and over) or Lumber Stacker (Construction
pagans)
8. Grouting MachineOperator
9. Highline Cableway Slgnalperson
10. Stationery Belt Loader (Kolman or similar)
11 . Lift Slap Machine (Vagtcorg Inc similar types)
12. Maginnes Internal Full slab vibrator
13. Material Hoist (1 Drum) •
14. Meehanfcal Trencn Snielc ._
15. Motor Operator
16. Parts:arson (heavy Duty repair shop parts room)
1?. Pavement Breaker with or without Compressor Combination
19. Pipe Cleaning Macnlne (tractor propel leo and supported)
19. Post Driver
20. Roller (except Asonait)
21. Self Propel leo Automatically imp lled.Concrete Curing Macnine
ion streets. Mignwaya. airports ano canals)
22. Self Propelled Compactor (without gazer)
23. SignalDeraon
24. 511p -Form Pumps (lifting Device for concrete fortis)
25. Tie Spacer
26. Tower MObi is
27. Trenching Macnine - maximum digging C4DeCIty up To and
including 5 ft. oeptn
2B. Truck Type-Loacer
Group 8;
1. Bit Sharpener'
2. Boiler Tender
3. Box Dperator
4i Brake0erson
5. Comoination Mixer and Compressor (gunite)
6. Compressor Operator
7. Dockhand
B. Firetehder ,.
9. Forklift (under 20 feet)
10. Generators
1 1 . Heavy Duty Repair Helper
12. Hydraulic Monitor
13. Ken Seal Macnine (or 51m118r)
14. Mixermoolle
15. Oiler
16. Pump Operator
17. Refrigeration Plant
18. Reservoir -Debris Tug (Salt-Propelleo Floating).
19. Ross Carrier (Construction site)
20. Rotonlet Dperator
21. Self Propeller Taps Macnine
22. Shuttlecar
23. Self Propelleo Power Sweeper Operator
24. Slusner Operator
107 (Mar. 29. 1991)
MW -ii
NORTH
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C491 -A
25. Surface neater
26. SwitCnoerson
27. Tar Pot Flretenoer
28. Tugger Moist. Single Drum
29. Vacuum Cooling Plant
30. Melding Macnina (powered other than by electricity)
POWER EQUIPMENT OPERATORS: DREDGING
Ciamsnell and Dipper Dredging: Hydraulic Suction DreOgin9:'
Group 1: Deck assistant
Group 2. Bargenano: DQCkhanO: Firefighter; Leveananp: oiler
Group 3: Oreoge dozer, Dredge tender (suction) -
Group A: Booster pump operator; DeCk engineer: DOCkmate: Helper
ano/or meCnanic: eaten engineer: Welder
Group 5: Lever: Clamshell operator luo to ano including 7 Cu."yCS •
m.r c. 1. Clamshell operator (Over 7 Cu. yds. m.r..C.)
Group 6: Cnief Engineer
POWER EQUIPMENT OPERATORS:
ALL CRANES AND ATTACHMENTS:,.
Group 1-A
1. Clamshells and Draglines over 7 cu. y05.
2. Cranes over 100 tons
3. Derrick. over 100 tons
A Derrick Barge Pedestal mounted over 100tons
5. Self PrOpelle0 BOOm Type Lifting Device Over 100 tens
Group 2-A
1. Ciamaneils ano Draglines up to ano incluCing 7 Cu. yaps.
2. Cranes over 45 tons up to ano Including 100 tons
3. Derrick Barge 100 tons and under
A. Self Propelled Boom Type Lifting Device over 45 tons;
5. Tower Cranes
Group 3-A
1. Cranes 45tonsano under
2. Self Propelled Boom Type Lifting Device 45 tons ano under
POWER EQUIPMENT OPERATORS CONT.:
TUNNEL AND UNDERGROUND WORK:
or; Heavy outy
Group Mucking mac nlne:s Ralson] pore nlelo t operator; tunnelsn0lep pore n operator
Group 2: Comoinatton s1Usner ano motor operator; Concrete pump Cr
pumperete gune; Power jumbo operators
Group 3: Drill 000tor; Mine Cr snaft hoist
Group 4: Comolnatlon slurry mixercleaner; Grouting adenine cpeertor:-
motoR person
108 (Mar. 23. 1991)
,.4_34
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0491-4
Group 5: Bit snarpener: Brake PerSOn; Compinatlon mixer and
Compressor (gunitel: Compressor operator: Oiler (assistant to
ergineerl'. Pump operator: Slusner operator
STEEL ERECTORS,
Group 1-
1. Cranes aver 100 tons
2. Derrick over 100 tans _
3. Self Propelled Boom Type Llfttng Devices over 100.tons
Group 2'
1 Cranes over 45 tons up to and tnc'uaing 100 tons
2. Derrick, 100 tons and under
3 Self Propelled Boom Type Lifting Device,. over 45 tons
Group 3 '.
1. Cranes: 45 tons and under . -
2. self Propelled Boom Type Lifting Device. 45 tons
3. Tower Crane
Group 4'
1. Cn1Cago Boom
2 Forklift, 10 tons and over
3. Heavy Duty Reoairoerson/weloer
Group 5:
1 Boom Cat
P nLEDR:VERS
ana
under
Group 1
t. Derrick BargePedestal mounted over 100 tons
2. Clamshells over 7 cu. yds.
3. Self Propelled Boom Type Lifting Device over 100 tons
4. Truck Crane or Crawler, land or [serge mounted over '100 tons
Group 2
Derrlok Barge Pedestal mounted 45 "tons up to ono. 1DCluo tng 100
tons
2. Clansnell5 up to and including 7 cu. yds.
3. Self Propelled Boom Type Liftng Device over 45 tons
4. Truck Crane or Crawler. land or oarge, mounters. over 45 tons ;Jo
to and including i00 tons
Group 3
1. Derrick Barge Pedestal mounted unaer.45 tons.
2. Self Propelled Boom Type Lifting Device 45 tons ano under
3. Skid/Scow PI earlver. any tonnage `-
4. Truck Crane or Crawler, lena or cargo mounted 45" tons ono
unaer
109 (Mar. 29, 1991)
PTW-35
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C491 -a
Group 4
1 L551Stant operator in lieu of assistant to Engineer
Forklift. 10 tons and over
3 Heavy Duty Repairperson/we;der
Group 6
1 Deck Engineer
Group 8
Decknand
2, Firetenoer
TRUCK DRIVERS
Group 1- Bulk Cement spreader (w/wo Auger, unoer 4 yos. water level):
Bus Driver; Concrete Pump Macnine: Concrete Pump Truck
(wnen F'at Rack Truck 15 used aooroprlate F'at Rack rate snail
app ly1 : Curio (uncer 4 yos. water level); Dumocrete Truck (under 4
yos. water level ); DUmoster (under 4 yos. water 'eve) ) ; . Escort or
Pilot Car Driver; .Nipper Truck (wnen Flat Rack Truck is use°
appropriate Flat Reek rate sna1 ' apply); Pickups: $kids (Deer 1s Box.
under 4 yas. water level l; Team Drivers: Trucks (Dry Pre -oaten
Concrete Mix, under 4 yos. water level)
Grouo 2: Teamster Oiler ant/or Greaser ano/or Service
Group 3: Bulk Cement Spreader Is/wo auger, 4 yd. ano under 6 ycs.
water level); Dumo l4 YOS. ano unper 6 y06. water ,eve'); Dumo-
crete (4 yds. ano unoer 6 ycs. water leve' 1;' Oumoster (4 yos.
ano under 6 yos, water level ): Skits (Oe0ris Box, 4 yds. ano under
6 ycs. water level ); Single Unit Flat Rack 12 axle unit):
Inoustrial Lift Truck (mechanical Tailgate): Trucks (Dry Pre-
oatcn Concrete Mix, 4 yos. ano under 6 yos. water level) .
Group 4: Jetting Truck ano water Truck (unoer, 2.500 gallons)
Group 5: Roao 011 Trucks or Boot
Group 6: Lift Jitneys. FOrk Lift
Group 7: .Transit Mix, Agitator (unoer 6 yos.)
Group B: Fuel ano/or Grease.Tlucx Driver or,,, FUe1 worker
Group 9: Vacuum Truck, unoer 3.500 gallons.,. 1
Group 10: Scissor Truck; single unit Flat Rack (3 axle unit):
Industrial Lift Truck (mechanical tailgate); Small ruooer tlrec
tractor (when used witinn Teamsters' Iur1SO1CttOn)
Group 1 1 : Jetting Truck and Water Trucks, 2.500 gallons and'
unoer 4.000 gallons
GrOup 12: ConOinat1On Minch Truck with Hoist; Transit Mix or'Agltator
(6 yos. and under 8 yos.)
110 (Mar. 29. 1991)
MW -36
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CA91-4
Group 13: vacuum Truck. 3,500 -gallons and unoer 5.500 gallons
Group
14: Ruooer-tired Muck Car (not self-Loadmo)
Group 15: Bulk Cement Spreader (w/wo Auger, 6 yds. and under 8
yds. water level ): Dump (6 yes. and under 8 yds. water level);
Dumperete (6 yes. and unoer 8 yds. water level); Dumpeter 16
yos. ano under 8 yos. water level); Skids (Door's Box. 6 yds.
and under 8 yds. water level): Trucks (Dry Pre -batch Concrete Mix. .
6 yos. and unoer 8 yds. water level)
Group 16: A -Frame. Winch Truck; 8uggymoblle: Jetting and Water
Truck (4.000 gallons and under 5.000 gallons): RuOber Tire Truck
Jumoo
Group 17: Heavy Duty Transport (nign bed)
Group 18: Ross Hyster and hailer Straddle' Carrier
Group 19: Transit Mix or Agitator (8 yea. tnrougn 10 yds.)
Group 20: vacuum Truck (5.500 gallons ano unoer 7.500 gallons)
Group 21 : Jetting Truck ano Water Truck (5,000 gallons and unoer
7.000 gallons)
Group 22: Combination Boot ano Road Otter
Group 23: Transit Mix or Agitator (over;10 yes. tnrougn 12 yds.)
Group 24: Bulk Cement Spreader Iw/wo Auger. 8 yos. ano-'lncludtfig
12 yes. water level); Dump (8 yes. ano including 12 yos. water
level); Dumperete (8 you aria lnclucing 12 yea.
Self-propelled Stress Sweeper with self-contatnea refuse -Din:,
-
SkiOs (0ebrIs Box. 8 yos. ana lncI'Jo i ng 12 yos. water Level.)':
Snow Go and/Or Snow Plow: Truck (Dry Pre -baton Concrete Mix. '
8 yes. arc lncluoing 12 yos. water level)` -
Group 25: Heavy Duty Transport (GooaeneckLowbed); Translt.Mtx .or
Agitator (over 12 yds. tnrougn 14 yos.)
Group 26: Ammonia Nitrate DietributOr Driver and Mixer;- Bulk Cement
Spreader (w1,0 Auger. over 12 yos. ano lnciuoing. 18 yds.
level): Dump (over -12 yes.. end including 18 yas.. level):
Dumperete (over 12 yos. and Including 18 yds. water level); Dumpster.
(over 12 yds. and including 18 yes. water:level): Truck (Ory.Pre-
batcn Concrete Mix. over 12 yds. ano lnclueing 18 yes.water level)_
Group 27: Douole Gooseneck (7 or more axles); Heavy.Duty Transport
Tiller
Group 28: P.B. or similar type self -loading Truck
Group 29: Transit Mix Agitator (over 14 yds. tnrougn 16 yes.)
Group 30: Truck Repair: Hydro -lift or 5wedtsn crane type (lnc1. when
Swedish crane. 15 used for )ett.ing): Hydro-11ft extension or ,
retracting crane (Boom -type)
111 (Mar. 29. 1991)
MW -37
NORTH
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Ca91-4
Group 31 Bulk Cement Spreader (w/wo Auger, over 18 vas. one in -
clueing 24 yes water level); Comolnatlon Dump ana Dump Trailer;
Dumo (over 18 yos. ana including 24 yos. water level); Dumperete
(over 18 yes. ana including 24 yes. water level); Dumpster lover
18 yes. ant( including 24 yes. level ); Skip (Deoris Box. over
18 yes. ana- including 24 yes. water level ): Transit Mix Agitator
(over 12 yas. tnrougn 16 yes.); Trucks (Dry Pre-batcn Concrete Mix.
over 18 yes. ana TnCild ing 24 yos water level) .. ..
Grcuo 32: Bulk Cement Spreader (w/wo auger, over 24 yes. end in -
Clueing 35 yes. water level); Dump (over 24 yds. ana including 35
yds. water level): Oumperate (over 24 yes., Inc including 35 yes..
water level); Dumpster (over 24 yos. and including 35 yes. water
level); Ow 10's. 20's, 21's ano other similar Cat type.. Terra Cobra.
LeTournapulls. Tournarocker, Eucl10 ana similar type equipment wnen
pulling Fuel and/er Grease Tank Trailers or Other miss. Trallera;
Skies (Deoris 8ox. over 24 yas. and including 35 yos. water level);
Trucks (Dry Pre-Datcn Concrete Mix, over 24 yds. ano including 35
yas water level)
Group 33: Bulk Cement spreader (w/wo Auger. over 35 yos. ana In -
clueing 50 yas. water )eve:1: Dump (over 35 yas. and incluoing 50
yds. water level); Dumperete (ever 35 yds. ana including 50. yas.
water level): Dumpster (over 35 yes- ano lncluaing 50 yes. water
level); 5klos (Deoris Box. over 35 yds. Inc Including 50 yas,
water level): Trucks (Dry Pre -patch Concrete Mix. over 35 yds. "ano
including 50 .Y05. water level)
Group 34: Ow 10's 20'5. 21'a and other slnilar Cat type. Terra-
Cobra. LeTournapu11!. Tourna-rocker, Euc'10 line similar type.e0U1p-
ment wnen pulling Aqua/Pak or water tank Trai er5
Group 35: Bulk Cement Spreader (w/wo Auger, over 50 yes. !and
under 65 yds. water level): Dump (over 50 yas one under 65 yas.
water. level); Dumperete (over 50 yas. end -under 65 yds. Water
l eve'):. Dumpster (over 50 yds. and under 65 yes. water -level);
hel scooter Pilot ()omen transporting workers or materials); Skies
(Deoris Box. over 50 yds. ana under 65 yas. water level)(Trucks
(Dry Pre-oateh Concrete Mix, over 50 yds. and under 65 yes. water
level)
Group 36: Bulk Cement 5preaoer (w/wo Auger. over 65 yas. Inc in-
cluding BO yes- water level): Dump (65 yas. Inc including BO yes.
water level): Dumperete (over 65 yds. ano including 80 y03. water
level): Dumpster (aver 65 yds. ano Including 80 yas. water, level);
Skies (Debris Box. 65 yds. and Including 80 yos. water level);
Trucks (Dry Pre-oatCn Concrete Mix. 65 yas. and including 80 yea.
water level)
Group 37: Bulk Cement spreader (w/we Auger, over 80 yes. ana 1n -
clueing 95. yes. water level): Dump (over 80 yos. and including
95 yos. water level): Dumperete (over 80 yas. end Including 95
yes. water level): Dumpster (over 80 yos. and tncluoing 95 yas.
water level); skids ( Door l5 Box, over 80 yos. Inc Ine luding 95
yes. water level): Trucks (Dry Pre-batcn Concrete Mix, Over 80
yas. ano Including 95 yds. water level) '.
112 (Mar. 29. 1991)
MW -38
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CA91 -4
AREA DESCRTPTIDN5
FOR
POWER EQUIPMENT OPERATORS
POWER EOUIPMENT OPERATORS: ALL CRANES AND ATTACHMENTS
AREAS I ana'II
AREA I: All inclueea in the ee5Crlptton ..fined below
which la bases upon Townsnlp and Range Lines of AREAS.I ono II
Commencing in the Pacific Ocean on the extension af the Southerly
line of Townsnlp 195.
Thence Easterly along the 5outnerlY line to Townsnip 195. '
crossing the Mt, Dieelo Meridian to the 5.W. corner of
Township 195, range 6E, Mt. DIaD'O Base line and Meridian,
Thence Southerly to trio 5.W. corner of township 205: range 6E.
Thence Easterly to the 5.w corner of townsnlp 205.'range 13E.
Manse 5outnerlY to the S.W. corner of townsnlp 215. range 13E.
Thence Easterly to the S.W. corner of townsnlp 215,;range 17E.
Thence Soutnarly to trio S.W. corner of tewnshlP 225.' r'angs'17E.'
Thence Easterly to the 5.E. corner of townsnlp 225.'.range 17E.
Thence Southerly to tn. S.W. corner of-townsnlp 235. range iaE.
Thence Easterly to the 5.E. corner Of townsnlp 235. range- 18E. .
Thence Soutnarly to tns S.V. corner of townsnlp 245.'ronge 19E.. .
falling on the Soutnarly Line of Kings County. thence Easterly
along the 5cutn.rly Boundary of Kings County anis the Soutnarly
Boundary of Tulare County, to the S.E. corner of townsnlp 245,
range 29E,
Thence Nortnerly to the N.E. corner of tawnsnip 21$• range 29E.
Thence Westerly to the N.w. corner Of township 215.'range 20E,'
Thence Northerlyto the N.E. corner of township 175. range 28E. .
Thence Westerly to tns N.W. corner of township 135,:.range 28E•
Thence Nortnarly to the N.E. corner of townsnlp 115. range 27E.
Thence westerly to the N.V. corner of townsnlp 115.' range 27E.
Thence Nortnarly to the N.E. corner of townsnlp 105. range 26E.
Thence westerly to the H.Y. corner of township 105. range 26E,
Thence Nortnarly to the N.E. corner of townsnlp 95,°rsnge 25E.'
Thence westerly to the N.M. corner Of townsnlp 95. range -25E.
Thence Northerly -to the N.E. Corner Of township 85. range 24E.
Thence Westerly to the N.W. corner of township 85..refiger 24E.
Thence Northerly to the N.E. corner 0f township 65'.' range 23E.
Thence Westerly to the S.E. corner of township 55.' rsnge'.19E.'
Thence Nortnarly to the 5.E. corner of .townsnlp 55. range 19E.
Thence Westerly to the N.W. corner of township 55:: renge'19E.
Thence Northerly to the H.E. corner of township 35. range 18E,
Thence Westerly to trig N.M. corner 0f ,townsnlp 35.,. range 18E.
Thence Northerly to the N.E. corner of ,townsnlp- 25. range -171.'.
Thence Westerly to the N.W. corner of townsnlp 25.. range 17E,
Thence Northerly crossing the Mt. Diable Baseline-'t0"tns N.E.
corner of townsnlp 2N, range /6E,
Thence westerly to the N.W.' corner Of township 2N.,ran9e 16E.
Thence Northerly to the N.E. corner oftownsnlp 3N; range'
15E:._'
Thence Westerly to the N.E. corner 0f'townanlp- 3N. range 15E.
•
Thence Nortnarly to the N.E. corner of townsnlp 4N; range' 14E,
Thence Westerly to the N.V. corner of townsnlp AN, range 14E.
Thence Nortnarly to the N.E. corner oftownsnlp 5N;''' rang.' 13E,'
Thence westerly to the N.E. Corner Of township 5N, range 13E, ,
112a (Mar. 29, 1991)
NW -39
NORTH
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C491-4
Thence Northerly to the N.E. corner of townsnip 10N, range 12E.
Thence Easterly to the S.E. corner of township 11N. range 14E,
Thence Nortnerly to the N.E'• corner of townsnlp 11N. range 14E.
Thence Westerly to the N.E. corner Of townsnip 11N, range 10E.
Thence Nortnerly to the N.E. corner of townsnlp 15N, range 10E.
Thence Easterly to the S.E. corner of townsnip 16N. rang. 11E,
Thence Northerly to tn. N.E. corner of township 16N, range 11E,
Thence Easterly tO the 5.E. corner of township 17N. range 14E,
Thence Southerly to the S.W. corner Of township 14N,- range 141,
Thence Easterly to the $.E. Corner of township 14N, range 15E.
Thence Soutnarly to the S.W. corner of township 13N, range 16E.
Thence Easterly to the S.E. corner of townsnlp 13N, range 161.
Thence Southerly t0 the S.W. corner of township 12N. range 17E.
Thence Easterly along trio Soutnern Line to townsnlp 12N to Inc.,
Eastern Boundary of tn. State Of California. to the State of
California to the N.E. Corner of townsnlp 17N, range 18E..
Thence Westerly to Inc N.Y. corner of township 17N, range 11E.
Thence Nortnerly to. the N.E. corner of township 20N. range 10E,
Thence Westerly to the N.V. corner of townsnlp 20N. range:20E,-
Thence Northerly to the N.E. corner of township 21N, range 9E,.
Thence westerly to the N.V. corner of townsnip 21N, range 9E
Thence Nortnerly to Inc N.E. corner of townsnlp 22N, range 81.
Thence Westerly to Inc N. W. corner of township 27N. range BE.,
Thence Nortnerly t0 tna S.W. corner of townsnlp 27N. range 8E,
Tnence Easterly to Inc S.E. Corner of townsnlp 27N. range 8E.
Thence Nortnerly t0 the N.E. corner of townsnip 28N. range BE.
Thence Westerly to the N.V. corner of townsnlp 28N, range 7E.
Thence Northerly to the N.E. corner of township 30N. range 61.
Tnence Westerly t0 tn. N.W. corner Of townsnip 30N. range 1E,
Tnence Nortnerly along the Mt. D1a01C Meridian to Inc N.F. corner
of Township 34N. range 11,
Thence Westerly tO Inc N.V. corner of township 34N. range 61,
Thence Southerly to the N.E. corner of townsnlp 22N. range 7W,
thence westerly to the N.V. corner of townsnip 32N, range 71,
Tnanoe Southerly to -the S.W. corner of townsnip 30N,, range 7W,
Thence Easterly to the S.E. corner of townsnlp 30N. range 71.
Thence Soutnarly to the S.W. corner of townsnlp 16N. range 61.
Thence Easterly to the S.E. corner of townsnip 16N. range 611.
Thence Soutnarly to tn. S.W. corner of townsnlp 14N, range 51.'.
Thence Westerlyto the S.E. corner of townsnip 14N. range 7W. '
Thence Nortnerly to the N.E.' corner of township 14N, range 710.'
Thence westerly t0 the N.V. corner of townanlp IAN. range 71,
Thence Northerly to tneN.E. -corner of townsnlp 15N, range 81,
Thence Westerly to Ina S.E. corner of townsnip 16N. range 1210.
Thence Nortnerly to tns N.E. corner of townsnlp - 16N. range 121.
Thence Westerly to the N.Y..corner of townsnlp 16N, range 121,
Thence Northerly to the N.E. corner of townsnip 1BN. range 121.
Thence Westerlyto the N.W. corner of townsnlp IBM, range 141.
Thence Southerly to the S.W. corner of township 18N, range 141,,
Thence Easterly to the S.E. corner of townsnip 18N. range 141,
Thence Southerly to the S.W. corner of township 16N, range 13W,
Thence Westerly tOtheN.V. corner of townsnlp 1BN. range 141,
Thence Southerly to the S.V. Corner of townsnlp - 14N. range 141,_
Thence Easterly to the 5.E. corner Of townsnlp 17N. range 141:
Thence Southerly to the S.W. corner of townsnip 13N. range /31,
Thence Easterly to the S.E. corner of townanlp 13N, range 13W;.
Thence Southerly to the S.W. corner of township 11N. range 12W,
1120 (Mar. 29. 1991)
c7W- 4 0
NORTH
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CA91-4
Thence Easterly to the 5.E. corner 01 township IiN, range 12W.
Thence Southerly along tne Eastern Line to range 12W, to the
Pacific Ocean excluoing that portion of Northern California
wltnin Santa Clara County inclu0e0 within tne following ' line:
Commencing at the N.W. corner of townenip 65. range 3E.
Mt. Diablo Baseline and Meridian:
Thence in a Southerly direction to the S.W. corner of township
75, range 3E.
Thence In a Easterly direction to the S.E. cdrn.r of townantp
75, range 4E.
Thence In a Northerly airectlon to the N.E. Corner 0f townsnlp
65. range 4E.
Thence in a Westerly 0,rettton t0 the N.V. corner of townsnlp
65. range 3E. to the point of beginning which portion is a'
part of Area 2.
AREA I: also -includes that portion of Nortn.rn California wltnin
the following -lines:
Commencing in Inc Pacific Ocean on a extension of the $outnerly
line to townan7P 2N. Humboldt Baseline and -Meridian:
Thence Easterly along the Southerly line to Township 2N. to
the S.W. corner of Townanlp 2N. range IM,
Thence $outnerly to The S.W. corner of townantp IN, range 1W.
Thence Easterly along the Humboldt Baseline to the S.W. corner
Of townsnlp IN. rang• 2E.
Thence Soutnarly to the S.W. corner of township 25. range 2E,
Thence Easterly To the 5.E. corner of townantp 25. rang■ 2E.
Thence Soutnarly t0 the 5.w. corner of townenip 45, range 3E.
Thence Easterly to Inc 5.1. corner of townsnio 45. range 3E.
Thence Nortnerly to Inc N.E. cornerof townsnlp 25. range 3E,
Thence Westerly to the N.V. corner O* townantp 25. range 3E.
Thence Nortnerly Creasing the Numbolat Baseline to the 5.w.
corner of township IN, range 3E.
Thence E ly along Inc Humboldt -Baseline to Inc S.E.. corner
of townsnlp IN. range 3E.
Thence Nortnerly to INC N.E. Corner of townsnlp SN. range 3E,-
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ThenCe Westerly to the N.W. corner Of townsnlp 9N. range 2E, .
Thence Nortnerly to Inc H.E. corner of townsnlp ION. range IE.
Thence Westerly along the Nortnerly line to township 10N. into
the PaC1fIC Ocean.
AREA I: also includes that portion of
wltnin Ina following lines:
Commencing at the Nortnerly-boundary
at the N.W. corner o1 townsnlp 48N.
and Mericlan:
Thence Southerly to the S.W. earner of township 44N.
Thence Easterly to the S.E. corner of townsnlp 44N.
TnenCe $outnerly 10 the S.W. Corner Of townsnlp 43N.
Thence Easterly to the 5.1. corner of townsnlp 43N.
Thence Nortnerly t0 the N.E. corner of township 48N.
On the Nortnerly boundary of the State of Californl
Thence Weat.rly along the Nortnerly boundary of LAO
California to the point of beginning. •
AREA II: All areas not lncluoed wltnin AREA t as defined.',
Northern California InC1u0e0
of the State of California
range 7W, Nt. Dlaelo Baseline
112c (Mar. 29, 1991)
NW -41
NORTH
range 7W.
range 7V.
range 6W,.
ring. 5W.
range 5W.
a.
State of
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CA91-a
Unllateo classIflcatlons neeaea for work not 1ncIudeo wltnln the
scope of the cass + f ICatl0ns 1lstea may re aaoeo attar award only
as provloea 1n the laoor stanoaros contract Clauses (29 CFR. 5.5
(a)( l )( 1 1 1 ) .
112d (Mar. 29, 1991)
MW -42
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GENERAL WAGE DECISION NO CA91-6
Superseoes General wage Decision NO. CABO-6
State: CALIFORNIA, OREGON. WASHINGTON
County(les): CALIFORNIA. Del Norte. HufOolat, L0s Angeles; Marin.
Mendocino, Monterey. Orange. Rlverslas. San Olego.,San
Francisco. San Luls.Oolso0. San Mateo. Santa Baroara.
Santa Cruz. Sonoma. aria Ventura.
OREGON: Clatsop. Coos. Curry. Douglas. Lane.
Lincoln. Tillamook.
WASHINGTON: Clallam. Grays Haroor.'Islana of Jefferson. King,
Klteap. Mason, Pacific. Pierce. San, Juan. Skagit. !
Snonomisn, Thurston. Wankiakum. Wnatcom-
Construction
Type: DREDGING
COnatruCt,On •
Description: DREDGING CONSTRUCTION PROJECTS
MOO1ficatlon Rec0rc:
NO. Puolication Data
131
MW -47
NORTH.
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CAS1-6
Basic
Hourly
Rates
Fringe
Benefits
SELF-PROPELLED HOPPER DREDGES:
Drag 7enoers - 8.78 4.23 • a
FOOTNOTE:
a. Nine paid holidays: New Year's Day. Washington's Birthday.,
Memorial Day. 3ndeDenoence Day. Labor Day. Paul Hall,'e Birthday.
Veterans Day. Thanksgiving Day. Christmas Day.
Unlisted classifications needed for roles not included within the scope
of the classifications 114[00 may be doped after award only as
provided in the labor standards contract clauses (25 CFR. 5.5 (a) (.1 )
132
MW -48
NORTH