HomeMy WebLinkAbout1991 Special Provisions Project 61005f
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' . CITY OF BAKERSFIELD
CALIFORNIA
NOTICE TO CONTRACTORS
~I,.` SPECIAL PROVISIONS
BID PROPOSAL AND CONTRACT 'r.
FOR
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§ § SIGNAL AT DENISE AVENUE AND MANOR STREET SIC
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BID OPENING: DATE May 23, 1991
TIME .11:00 A.M.
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ADDENDUM NO. 1 May 14, 1991
PROJECT:~Traffic Signal System on Denise Avenue at
Manor Street
BID OPENING DATE: May 23, 1991
11:00 AM
NOTICE TO ALL CONTRACTORS BIDDING THIS WORK
You are hereby notified of the following changes and/or
additions to the plans and specifications. Such changes and/or
additions are hereby made apart of the plans and
specifications and shall take precedence over anything to the
contrary therein.
REVISION:
PLANS
No Change.
SPECIFICATIONS
Substitute revised second page of bid document, as attached.
NOTE: All Contractors bidding this work shall denote in their proposal that they have received Addendum No. 1 and bids shall reflect these
revisions.
APPROVED BY -
y. f F .i ,.p' ,
Stephen Walker Darlene W~~sham
Traffic Engineer Purchasing Officer
PAGE 1 of 1
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TRAFFIC SIGNAL AT DENISE AVENUE AND MANOR STREET
ITEM ESTIMATED UNIT OF ITEM UNIT PRICE EXTENSION
N0. QUANTITY M1E~~StJRE ~ in figures) PRICE
din fi ures)
4 26 TON Aggregate Base, C1.2
5 2100 SF Minor Concrete,
Sidewalk
6 120 LF Minor Concrete, Curb and Gutter, Type B
7 75 CY Imported Borrow
8 75 CY Roadway Excavation
9 439 SQFT Remove Pavement
Marking and Striping
SIGNED TOTAL $
Bidder
Company
Address
City State Zip .Code
Area Code Telephone Number
. License No. and Expiration Date
THE REPRESENTATIONS MADE HEREIN ARE MADE UNDER PENALTY OF
PERJURY.
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Page 2 of 2
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CITY OF BAKERSFIELD
DEPARTMENT OF PUBLIC WORKS -
NOTICE TO CONTRACTORS
SEALED PROPOSALS wi 11 be received by the City of Bakersfield at the. Office of
the Purchasing Officer, City Hall, 1501 Truxtun Avenue, Bakersfield, California,
until 11:00 o'clock A.M, on May 23, 199 1 to be publicly opened and read
immediately thereafter, for the following work:
TRAFFIC SIGNAL AT DENISE AVENUE AND MANOR STREET
Plans and specifications, and forms of proposal, bonds, and contract, may be
obtained at the office of the Purchasing Officer by posting a refundable deposit of
ZERO -0- ) for each complete set. Refund of deposit will, be
made provided the plans. and specifications are. returned to the Purchasing. Officer
within ten {10) days from date of bid opening and the documents are in reasonable good condition.
No bid will be considered unless it is made on a proposal form furnished by
the Purchasing Officer, which appears herein .immediately following the SPECIAL
PROVISIONS of the project, and is made in accordance with the provisions set forth
under Section 2, "Proposal Requirements and Conditions." of the Standard
Specifications. Each bid must be accompanied by a proposal guarantee in accordance
with the requirements of article 2-1.07 of .the said Section 2 of the Standard 1 Specifications.
The City of Bakersfield reserves the right to .reject any or all bids.. Bids-
are required on the entire work described herein.
Substitution of securities for moneys retained to ensure performance shall be
permitted pursuant to the provisions and requirements of Public Contracts Code 22300. Eligible securities include interest bearing demand deposit accounts, standby letters
of credit, or any other security agreed to by the Contractor and the City of
Bakersfield. The request for .substitution of securities to be deposited shall be
submitted on the form entitled "Escrow agreement for Security Deposits in Lieu of
Retention" included in the back of~these special provisions.
'The Contractor. must possess a valid Class A~or a C-10, Contractor's License at the time this contract is awarded.
The work contemplated shall be done in accordance with the Standard
Specifications of ,the Department of Transportation, Business and Transportation
Agency, dated January, 1988, insofar as the same may apply.
Pursuant to .Part 7 of Division 2 of the California Labor Code {Section 1720 et seq.) the Contractor shall-not: pay less than the prevailing rate of wages to
workers on this project as determined by the Director ofCalifornia Department of
Industrial Relations. .The Director's schedule of prevailing .rates is on file and
open for inspection at the City of Bakersfield, Department of Public Works, 1501
Truxtun Avenue, Bakersfield, California,
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GENERAL DESCRIPTION OF WORK
The work to be performed consists, in general, of installing a traffic
signal at Denise Avenue and Manor Street.
CITY OF BAKERSFIELD
EDGAR W. SCHULZ
Public Works Director
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CITY OF BAKERSFIELD, CALIFORNIA
DEPARTMENT OF PUBLIC WORKS
SPECIAL PROVISIONS
SECTION 1 - DEFINITIONS AND TERMS
1-1.01 GENERAL. This work embraced herein shall be done in accordance with the Standard Specifications entitled "State of California, Department of
Transportation, Standard. Specifications, January 1988," as referenced herein,
insofar as the same may apply, which specifications are hereinafter referred to
as the Standard Specifications, 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.
1-1.02 DEFINITIONS AND T1E~ZMS. All definitions and terms in Section 1,
".Definitions and Terms," of the Standard Specifications shall apply, except
.whenever the following terms or pronouns are used, the intent and meaning shall
be as follows:.
City.. - City of Bakersfield, California.
Department of Transportation, CALTRANS - The Engineering Department of
the City of Bakersfield.
Director - City.Engineer.
' Engineer - The City. Engineer, acting either directly or through properly
authorized agents, such agents acting within the scope of the particular duties
entrusted to them.. .
Laboratory - The designated laboratory authorized by the City to test
materials and work involved in the contract.
Standard Specifications - Standard Specifications of-the Department of .
Transportation, Business .and Transportation Agency, dated January, 1988.
State - The City of Bakersfield.
State Contract Aet~- Chapter 1, Division 2 of the Public Contract Code.
The provisions of this act do not apply to this contract.
.Other terms appearing. in the Standard .Specifications, the general .
provisions,~and the special provisions, shall have the intent and meaning
specified in Section 1, Definition of Terms of the Standard Specifications.
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SECTION 2. PROPOSAL REQUIRIEMENTS
2-1.01 GENERAL INFORMATION. The Purchasing Officer of the City of
Bakersfield, California, will receive at her office, City Hall, 1501 Truxtun
Avenue, in said City, until 11:00 o'clock A,M, on May 23, 1991 sealed proposals ,
for
TRAFFIC SIGNAL AT DENISE AVENUE AND MANOR STREET
2-1.02 APPROXIMATE ESTIMATE. The Engineer's estimate of the
quantities of work to be done and materials to be furnished are approximate only,
being given as a basis for the comparison of bids, and the City of Bakersfield
does not expressly or by implication agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease. the amount
of any class o~ portion of the work or to omit portions of the work that may be
deemed necessary or expedient by the Engineer.
2-1.03 EXAMINATION OF PLANS, SPECIFICATLONS, SPECIAL PROVISIONS, AND
SITE OF WORK. The bidder is required to examine carefully the site of work, the
roposal, plans and specifications, and contract forms. It will be assumed that P , the bidder has investigated, and is satisfied as to the conditions to be
encountered, the character, quality, and quantities of work to be performed and
materials to be furnished, and as to the requirements of the specifications, the
s cial provisions, and the contract. It is mutually agreed that the submission
of a proposal shall be considered prima facie evidence that the, bidder has made
such examination.
2-1.04 REJECTION OF PROPOSALS CONTAINING ALTERATIONS, ERASURES OR
IRREGULARITIES. .Proposals may be rejected if they show any alterations of .form,
additions not called for, conditional or alternative bids, incomplete bids,
erasures or irregularities of any kind. Proposals in which the prices obviously.
are unbalanced may be rejected.
_ The right is reserved to reject any and all proposals and waive any irregularity.
2-1.05 PROPOSAL FORM. All proposals must be made upon blank forms, to
be obtained from the Purchasing Officer, the form of which appears herein
immediately following these.special provisions. All proposals must give the
prices proposed., both in writing and figures,. and must be signed by the bidder,
with his address. If the proposal is made by an individual, his name, telephone number and post office address must be"shown. If made by a firm or partnership,
the name and post office address of each member of the firm or partnership must
be shown. If made by a corporation, the proposal must show the ,names of the
state under the laws of-which the corporation was chartered and the names,
titles, and business addresses of the president, secretary and treasurer.
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2-1.06 BIDDER'S GUARANTEE. All bids shall be presented under sealed
cover and shall be accompanied by a Proposal Guaranty made payable to the City of Bakersfield,.for an amount equal to at least ten percent (10~) of the amount of
said bid, and no bid shall be considered unless such. Proposal Guaranty is
enclosed therewith.
2-1.07 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 the amount of 1/2 of one percent of his total bid or $10,000, whichever is greater, in accordance with the
Subletting and Subcontracting Fair Practices Act, commencing with Section 4100 of
the Public Contract Code. The bidder's attention is invited to other provisions
of said Act related to the 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 for projects utilizing Federal funds.
2-1.08 QMISSIONS IN SPECIFICATIONS AND DRAWINGS. Any materials or
work mentioned in the .specifications and not shown on the drawings or shown on
the drawings and not mentioned in the ,specifications shall be of the same effect
as if shown or mentioned in both.
4
Omissions from the drawings or the specifications of the materials or
details of work which are manifestly or obviously necessary to carry out the
intent. of the drawings and specifications or which are customarily furnished or performed,-shall not relieve the Contractor of his responsibility for furnishing
such omitted materials or performing such omitted work; but shall be furnished or
performed as if fully shown or described in the drawings or specifications.
2-1.09 WITHDRAWAL OF PROPOSALS. Any bid may be withdrawn at any time
prior to the time fixed in the public notice for the opening of bids by request
for the withdrawal'of the bid filed with the Purchasing Department. The request shall be executed by the bidder or his duly authorized representative. The
withdrawal of a bid does not prejudice the right of the bidder to file anew bid.
Whether or not bids are opened exactly at the time fixed in the public notice for
opening. bids, a bid will not be received after that time, nor may any bid be
withdrawn after the time fixed in the public notice for the opening of bids.
2-1.10 PUBLIC OPENING OF PROPOSALS. Proposals will be opened and read publicly at.the time and place indicated in the "Notice to Contractors."
.Bidders or their authorized agents are invited to be present.
2-1.11 RELIEF OF BIDDERS. Attention. is directed to the provisions of
Public Contract Code Sections 5100 to 5107, inclusive, concerning relief of
bidders and in particular to the requirement therein, that if the bidder claims a
mistake was made in his bid, the bidder shall give the Department written notice .within 5 days after the opening of the bids of the alleged mistake, specifying in
the notice in detail how the mistake occurred.
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Public Contract Code Section 10285.1 (Chapter 376, Stats, 1985) provides as follows:
Any. state agency may suspend, for a period of up to three years from
the. date of conviction, any person from bidding upon, or being awarded, _
a public works or services contract with the agency under this part or
from being a subcontractor at any tier upon the contract, if that
person, or any partner, member, officer, director, responsible managing officer, or responsible managing employee thereof, has been. convicted
by a court of competent jurisdiction of 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 Section 1101,
with any public entity, as defined in Section 1100, including for the
purposes of this article, the Regents of the University of California or-the Trustees of the California State University. A state agency may
determine the eligibility of any person to enter into a contract under.
this article by requiring the person to submit a statement under
penalty of perjury declaring that neither the person nor any
subcontractor to be engaged by the person has been convicted of any of
the offenses. referred to in this section within the preceding three
years.
A form for the statement required by Section 10285.1 is included in the
proposal.
2-1.1.2 DISQUALIFICATION OF BIDDERS., More. than one proposal from an
individual, firm, partnership, corporation, or combination thereof under the
same or different names will not be considered.Reasonable grounds for believing
that anyindividual, firm, partnership, corporationor combination thereof is interested inmorethan oneproposal for the work contemplated may cause ,the
rejection of all proposalsin which such individual, firm, partner~ship,~corporation
orcombination thereof is interested. If theres reasonfor believing that
collusion exists among the bidders any or all proposals may be rejected.
Proposals inwhich the prices. obviously are unbalanced may be rejected.
SECTION3. AWARD AND EXECCJTION OF CONTRACT
3-1.01 GENERAL. The award of the contract, if it be ,awarded, will be
to thelowest responsiblebidder. The language "responsible" refers to not only
the attribute of trustworthiness, but also to the quality, fitness and capacity
of~low bidder to satisfactorily perform the proposed work.
3-1.02 AWARD OF CON'T'RACT. The award of the contract, if it be
awarded, will be made .within forty-five X45) days after the opening of the
proposals unless extension is approved by the lowest responsible bidder.
3-1.03. CONTRACT BONDS. The Contractor shall furnish two goodand
sufficientbonds insured by an admitted surety insurer as set forth inTitle XIV, Chapter 2, Article 6 of the California Code of Civil Procedures. One, of the
saidbonds shall guarantee~the~faithful performance of the said contract by the
Contractor and shall be in an amount equal to onehundred percent (100) of the
contract price. The other of the said bonds shall be in an amount of fifty
percent (50~) of the contract price and shall guarantee payment to laborers,
32:61005.6 ~ ~ -6- ~ ~ GG:lh
mechanics and material workers employed on the job under the contract and shall
be in the amount and satisfy the requirements specified in Section 3248 of the
California Civil Code.
Whenever any surety or sureties on any such bonds, or on any bonds
required by law for the protection of the claims of laborers and material men,
become insufficient, or the City has cause to believe that such surety or sureties have become insufficient, a demand in writing may be made of the
Contractor for such further bond or bonds or additional surety, not exceeding
that originally required, as is considered necessary, considering the extent of
the work remaining to be done. Thereafter no payment shall be made upon such
contract to the Contractor or any assignee of the Contractor until such .further
bond or bonds or additional surety has been furnished.
3-1.04 EXECUTION OF CONTRACT. The contract shall be signed by the
successful bidder and returned, together with the contract bonds within ten (10)
days, not including Sundays, after the bidder has received notice that the
contract has been awarded. No proposal shall be considered binding upon the
City until the execution of the contract. All contracts shall be considered as
being made and entered into in the City of Bakersfield, California.
Failure to execute a contract and file acceptable bonds as .provided
. herein within ten (10) days, not including Sundays, after the bidder has
received notice that the contract has-been awarded, shall be just cause for the
cancellation of the award and the forfeiture of the proposal guaranty.
3-1.05 RETURN OF BIDDER'S GU 5. Within ten (10) days after the
award of ,the contract, theCity of Bakersfield will return any monies or form
for deposit of money that. are not to be considered in making the award. All other proposal guarantees w-ill be held until the contract has been finally
executed, after which they will be returned to the respective bidders whose
proposals .they accompany.
SECTION 4 - BEGINNING OF WORK, TIr~E OF COMPLETION AND
LIQUIDATED DAMAGES
4-1.01 GENERAL. Attention is directed to the provisions of Section
8, Article 8-1.03, "Beginning of Work," Article 8-1.06, "Time of Completion" and
Article 8-1.07, "Liquidated Damages," of the Standard Specifications, and is
specifically hereby made a part of these special provisions.
The first paragraph of Section 8-1.03,."Beginning of Work," of the Standard Specifications,, is amended to read:
The Contractor shall begin work within fifteen (15) days
of ter receiving written notice to proceed. The Contractor
shall diligently prosecute the same to completion before the
expiration of 35 working days.
Contract working days will commence from the date the
Contractor begins work or the 15th calendar day from the date
of the written notice to proceed, whichever comes first.
The Contractor shall pay to the City of Bakersfield the sum of $ 200.00
per day for each and every calendar day's delay in finishing the work in excess
of the number of working days prescribed above.
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Full compensation for conforming to the requirements of above. paragraph
shall be considered as included in the prices paid for the various items of work
and no additional allowance will be made therefor.
SECTION 5. GENERAL
5-1.01 STATE CON'T'RACT ACT NOT APPLICABLE. Sections 1-1.40, "State Contract~Act," and 9-1.10, "Arbitration," of the Standard Specifications are
deleted. This contract is not governed by the provisions of the State Contract
Act. The adoption and use of the Standard Specifications in the performance of
the work called for in this contract shall not be construed as an election by the
City to proceed under Section 20396 of the Public Contract Code. In the event
that a dispute arises between the parties, they are not obligated to submit the
matter to arbitration: in any form (although they may do so upon. written agreement).
5-1..02 ALTERATION IN QUANTITY OF WORK. Increases or decreases in work
exceeding an amount of $10,000 or which, together with .all other previously
approved change orders. for that contract exceeds twenty-five percent ~25~) of the
original contract amount, must be authorized by the City Council.
5-1.03 CONTROL OF WORK. Control of work shall conform to the
provisions in Section 5, "CONTROL OF WORK," of the Standard Specifications
and these special provisions.
Section 5-1.02 "Plans and Working Drawings", of the Standard
Specifications is amended by adding the following paragraph after the fourth
paragraph:
. Working drawings. or plans for any structure not included in the plans
furnished by the. Engineer .shall be approved by ,the. Engineer before any.
work involving these plans shall be performed, unless approval is
waived in writing by the Engineer.
Section 5-1.07 "Lines and Grades" of the Standard Specifications . is amended by adding the following paragraph of ter the first paragraph:
Three consecutive points shown on the same rate of slope must be
used in common, in order to detect any variation from a straight grade,
and in case any such discrepancy exists, it must be reported to the,
Engineer, If such a discrepancy is not reported to the Engineer, the
Contractor shall be responsible for any error in the finished work.
The second paragraph in Section. 5-1.07, "Lines and Grades" of the
Standard Specifications is amended to read:
When the Contractor requires such stakes or marks, he shall notify
the Engineer of his requirements in writing a reasonable length of
time in advance of starting operations that require such stakes or
marks.. In no event, shall a notice of less than 24 hours be considered a reasonable length of time.
Section 5-1.08, "Inspection" of the Standard Specifications is amended
by adding the following paragraph after the ,first paragraph:
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Whenever the Contractor varies the period during which work is
carried on each day, he shall give due notice to the Engineer, so that
proper inspection may be provided. Any work done in the absence of the
Engineer will be subject to rejection.
5-1.04 PREVAILING WAGES. Pursuant to Chapter 1 of Part 7 of
Division 2 o~f the Labor Code (commencing with Section 1720), Contractor agrees that in performing said work, by himself or through any subcontractor, eight
hours' labor shall be a day's work and forty hours' labor shall be a week's work,
and that Contractor shall keep an accurate record showing the name and actual
hours worked for .all workers employed in said work, and that said record shall be
kept open at all reasonable hours for inspection pursuant to Section 1812 of the
Labor Code. The Contractor and all Subcontractors shall pay not less than the
general prevailing rate of per diem wages and the. general prevailing rate for holiday and overtime to all workers employed in the construction of this project.
The prevailing rate for each craft, classification or type of work is determined
by the Director of the California Department of Industrial Relations, and his
schedule of prevailing rates is on file and available for inspection in the
Public Works Department, The schedule is incorporated herein by this reference.
The City shall have the right to inspect payroll records during normal working
hours and shall have the right to question workers at any time concerning the wages being paid. Contractor shall not. interfere in any way with the City's
right to investigate conformance with the wage provisions of this contract.
Contractor shall forfeit to the City for each worker employed for each
calendar- day or portion thereof :
a. 'TWENTY-FIVE DOLLARS 2 5) pursuant to .Sect ion 177 5 of the Labor
Code, per worker paid less than the amount to which he is entitled under said general prevailing rate of wages; and
b. ZWENTY-FIVE D~I~LARS ($25) pursuant to Section 1813 of the Labor
Code, per worker required to work more than eight (8) hours per
day or more than forty (40) hours per week, except as. provided in
Section 1815 of the Labor Code..
5-1.05 PAYROLL RECORDS. The fourth. paragraph in Section 7-1.OlA(3),
"Payroll Records," of the Standard Specifications is deleted and shall not apply
to this contract.
5-1.06 LABOR NONDISCRIMINATION. Attention is directed to Section
7-1.OlA(4), "Labor Nondiscrimination," of the Standard Specifications and these
special provisions.
Attention is also directed to the requirements of the California Fair
Employment and Housing Act (Government Code Sections 12900 through 12996), to the
regulations promulgated by the Fair Employment and Housing Commission to
implement said Act, and to the nondiscrimination, affirmative action and equal
employment opportunity requirements i~~ the special provisions.
5-1.07 APPRENTICES. The Contractor's attention is directed to Article
7-l.OlA(5), "Apprentices," of the Standard Specifications. All Contractors and
Subcontractors shall comply with the provisions of Labor Code Sections, 1777.5,
1777.6, and 1777.7 relating to the employment of apprentices.
If the Contractor does not have a union contract which provides for
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apprentices, the Contractor and all Subcontractors shall submit one of the following:
1. A copy of a "REQUEST FOR AN APPLICATION FOR A CERTIFICATE OE
APPROVAL TO EMPLOY AND TRAIN APPRENTICES ON PUBLIC WORKS." This
request shall be submitted. to the local Department of Industrial
Relations, Div.ision.of Apprenticeship Standards on the Contractor's and each Subcontractor's letterhead or. DAS 140,
enclosed with these specifications.
2. A copy of an approval to employ and train apprentices from the
local Department of Industrial Relations, Division of
Apprenticeship Standards.
3. Proof of a Collective Bargaining Agreement with the Joint Apprenticeship Committee providing for apprentices,
One of the above shall be submitted by°the low bidder to the City of
Bakersfield Purchasing Division,.. within two (2} working. days following the bid
opening. .
5-1.08 TRENCH SAFETY. The Contractor shall comply with Section -6705 of the Labor Code which provides that the .Contractor's responsibility shall be as
follows
If the contract price for the, project includes an expenditure in
excess of ~iaENTY-FIVE THOUSAND DOL][jARS ($25, 000) for excavation ~ of any
trench or trenches five feet or more in depth, the Contractor or his
Subcontractor shall not begin any trench excavation unless a detailed plan, showing the design of shoring, bracing, sloping or other .
provisions to be made for worker protection, during the. excavation of the
trench, has been submitted by the Contractor to the City Engineer and
the detailed plans has been approved by the City Engineer.
If such plan varies from the shoring system standards established by the
Construction Safety Orders of the Division of Industrial Safety, the plan shall be prepared by a Registered Civil or Structural Engineer. .
Nothing in this section shall be deemed to allow the use of a shoring,
sloping, or protective system less effective than that required by the
Construction Safety Orders of the Division of Industrial Safety.
Nothing in this section shall~be construed to impose tort liability on the awarding body or a~~y of its employees,
The terms "Public Works" and "Awarding Body," as used in this section,
shall have the same meaning as in Labor Code Sections 1720 and 1722 respectively..
5-1.09 SOUND CONTROL REQUIREMENTS. Sound control shall conform to the provisions in Section 7-1.OlI, "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.
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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.
5-1.10 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 from any and all
governmental organization which require 'such permits, licenses or fees. The Contractor shall procure a business license in the City of Bakersfield.
5-1.11 WORKING HOURS. Contractor shall limit his field working hours
from 7:00 A.M. to 4:30 P.M. Any deviations must be requested and in writing and
directed to the Construction Engineer at the Pre-Job Conference. .Written
approval from the Construction Engineer is required for work beyond these limits.
Any time work proceeds beyond the time limits or on holidays or weekends, the Contractor will be charged for all associated overtime charges and said charges
maybe withheld from contract retention.
. 5-1.12 LAWS TO BE OBSERVED. The Contractor shall keep himself fully
informed of all existing and future State and National laws and all municipal
ordinances and regulations of the City of Bakersfield which in any manner affect
those engaged or employed in the work, or the materials used in the; work, or which in any way affect the conduct of the work,.-and of all such orders and-
decrees of bodies or tribunals having any jurisdiction or authority over the
same.
5-1.13 CON'PRACTOR'S INSURANCE. The Contractor shall not commence work
under this contract until he has obtained all insurance required under this
section and the required certificates of insurance have been filed with and, approved by .the City Risk Manager and the Public Works Department, nor shall. the
Contractor allow any Subcontractor to commence work on his subcontract until said
certificates of insurance have been filed and approved by the City Risk Manager
and the ,Public Works Department., ,Contractor shall be responsible for any
deductibles under all required insurance policies.
5-1.13A HOLD HARMLESS. The Contractor shall save, hold harmless and indemnify the City, its officers, agents, employees and volunteers from
all claims, demands, damages,~judgments, costs or expenses in law or
equity that may at any time arise from or related to any work performed
by the Contractor, his agents, employees or subcontractors under the
terms of this agreement and shall execute and return with the executed
contract documents and bonds the "Hold Harmless Agreement," a copy of
which is attached hereto.
5-1.138 INSURANCE. In addition to any other form of insurance or bond
required under the terms of this agreement and specifications, the
Contractor shall procure and maintain for the duration of this
agreement the following types and limits of insurance:
Automobile liability insurance, providing coverage on an occurrence
32:61005.11 -11- GG:lh
basis for bodily injury, including death, of one or more persons,
property damage and personal injury, with limits of not less than one
million ($1,000,000) per occurrence; and
The automobile liability policies shall provide coverage for owned,
non-owned and hired autos.
General liabilit insurance, providing coverage on an occurrence, basis
for bodily injury, including death, of one or more persons, property
damage and personal injury, with .limits of not less .than one million
($1,000,000) per occurrence.
The liability policies shall provide contractual liability coverage for
the terms of .this agreement.
The liability policies shall contain an additional insured endorsement
in favor of the City, its mayor, council, officers, agents, employees
and volunteers;
Workers' co nsation with statutor limits and a to er's liabilit
insurance with lzmlts of not less than one million ($1,000,000) per
accident.-
The workers' compensation policy shall contain a waiver of subrogation
.endorsement in favor of the City, its mayor, council, officers, agents,
employees and volunteers..
All po ides required of the Contractor hereunder shall be primary
insurance as respects the City, its mayor, council, officers, agents, employees and volunteers and .any insurance or self-insurance maintained
by the City, its mayor, council,. officers., agents, employees and
volunteers shall be excess of the. Contractor's insurance and .shall not
contribute with it.
All policies shall contain the following endorsements:
An endorsement providing the City with ten (10) days written
_ notice of cancellation or material change in policy language or
terms.
If any part of the work under this agreement is sublet, similar
insurance shall be .provided by or on behalf of the subcontractors
to cover their operations, _
The insurance required under this agreement shall be maintained
_ until all work required to be performed under the terms of this
agreement is satisfactorily completed as evidenced by formal
acceptance by the City.
All costs of insurance required under this agreement shall. be included in the Contractor's bid, and no additional allowance will
be made for additional costs which may be required by extension of
the insurance policies,
5-1.14 CONTRACTOR'S AUTHORITY. At the preconstruction meeting, the
~~.~inn~_i~ ~ ~ -~2- GG:lh
~v • V+vvr
Contractor shall provide the City with the foreman's or superintendent's name who
will be in charge of this project.
S-1.15 DAMAGE BY STORM, FLOOD, TIDAL WAVE OR EARTHQUAKE. Section
7-1.165, "Damage by Storm, Flood, Tidal Wave or Earthquake," of the Standard
Specifications is deleted and shall not apply to this contract.
5-1.16 WORK IN CITY STREETS. All of the work shown on the plans and
included in these specifications that is located in the public streets in the City
of Bakersfield shall be done in accordance with-City Ordinance regulating the use
of public streets within the~City, except as otherwise provided herein.
The Contractor shall inform himself as to all regulations and
requirements of the City Engineer and Superintendent of .Streets of the City of Bakersfield and shall conduct his operations in compliance therewith.
5-1.17 RIGHT OF WAY. -The `right of way for the work to be constructed
will be provided by the City. The Contractor shall make his own arrangements,
and,pay all expenses for additional area required by him outside of the limits of
right of way unless otherwise provided iri the special provisions.
5-1.18 SUSPENSION OF CON'IrRACT. If at any time in the opinion of the
City Council, the Contractor has violated any terms of this contract, failed to
supply an adequate working force, or material of proper quality, or has failed in
any other respect to prosecute the work with the diligence and force specified
and intended in and by the terms of the contract, notice thereof in writing will
be .served .upon him, and should he neglect or refuse to provide means for a
satisfactory compliance with the contract, as directed by .the Engineer, within the time specified in such notice, the City Council in any such case shall have
the power to suspend the operation of~the contract. Upon receiving notice of
such suspension, the Contractor shall discontinue said work, or such parts of it
as-the .City Council may designate. Upon such suspension, the Contractor's
control shall-terminate, and thereupon the City Council, or its duly authorized
representative; may employ other parties to carry the contract to completion,
employ the necessary workmen, substitute other machinery or materials, and purchase the materials contracted for, in such manner as the Engineer may deem
_proper; or the City Council may annu~ and cancel the contract and re-let the work
or any part thereof. Any excess of .cost arising therefrom over and above the
contract price will be charged against the Contractor and his sureties, who will
be liable .therefor. In the event of such .suspension, all. money due the
Contractor or retained under the terms of this contract shall be forfeited to the
City; but such forefeiture will not release the contractor or his sureties from
liability or failure to fulfill the .contract. The Contractor and his sureties will be credited with the amount of money so forfeited toward any excess of cost
over and above thecontract price, arising from the suspension of the. operations
of the contract and the completion of the work by the City as above provided, and
the Contractor will be so credited with any surplus remaining after all just
claims for such completion as determined by the Engineer have been paid.
In the determination of .the question whether there has been any such non-compliance with the contract as to warrant the suspension or annulment
thereof, the decision of the City Council shall be binding on all parties to the
contract.
5-1.19 TFMPOR~~RY SUSPENSION OF WORK. .The Engineer shall have the
authority to suspend the work wholly or in part, for such period as he may deem
32:61005.13 -13- GG:lh
necessary, due to unsuitable weather, or to such other conditions as are
considered unfavorable for the suitable prosecution of the work, or for such time
as he may deem necessary, due to the failure on the part of the~Contractor to
.carry out orders given, or to perform any provisions of the work. The Contractor
shall immediately obey such order of the Engineer and shall not resume the work
until ordered in writing by the Engineer.
5-1.20 PAYMENTS. Attention is directed to Sections 9-1.06, "Partial
Payments," and 9-1.07, "Payment After Acceptance," of the Standard Specifications
and these special provisions.
No partial payment will be made for any materials on hand which are
furnished but not incorporated in the work.
5-1.21 FINAL PAYMENT. In addition to the conditions, provisions, and
requirements of Article 9-1.07B, "Final Payment and Claims," of the Standard
Specifications, the following shall apply:
. The City may withhold funds, or because of subsequently discovered
facts, nullify the whole or any part of any certificate for payment, to such extent as may be necessary to protect the City from loss due to
causes including but not limited to the following:
a. Defective work not remedied;
b. Claims filed or information reasonably indicating probable fi-Ling
of claims;
c. Failure of Contractor to make payment due for materials and/or _
labor; ~ _
. d. Information causing reasonable doubt that the contract can be
completed for, any unpaid balance;
e. Damages to another Contractor; and
f . Breach of any terms of this contract.
when any and all such causes are removed, certificates shall be issued
for amount withheld.
The fifth paragraph in Section 9-1.07B, "Final Payment and. Claims," of the Standard Specifications is amended to read:
The Director will make the final determination of any claims which
remain in dispute after completion of claim review. Aboard or person-
designated by said Director will review such claims and make written
recommendation thereon.
The City Engineer shall, after the completion of the contract, make a
final estimate of the amount of work done. thereunder, and the value of such. work, .
and the City shall pay the .entire sum so found to be due after deducting
therefrom all previous payments and all amounts to be kept and all amounts to be
retained under the provisions of the contract. All prior. partial estimates and
payments shall be subject to correction in the final estimate and payment., The
final payment shall .not be due and payable until the expiration of thirty X30}
32:61005.14 -14- CG:lh
days from the date the "NOTICE OF COMPLETION" is recorded at the County,
Recorder's. Office and after execution and return by the Contractor of the
attached GU when applicable.
It is mutually agreed between the parties to the contract that no certificate given or payments made under the contract except the final
certificate or final payment, shall be conclusive evidence of the performance of
the contract, either wholly. or in part, against any claim of the party of the.
first part, and no payment shall be construed to be an acceptance of any
defective work or improper materials.
And the Contractor further agrees that the payment of the final amount
due under the contract, and the adjustment and payment for any work done in accordance with any alterations of the same, shall release the City, the City
Council, and the Engineer from any and all claims or liability on account of work
performed under the contract or any alteration thereof.
5-1.22 INCREASED OR DECREASED QUANTITIES. The word "compensation" in
the following paragraphs of the Standard Specifications is replaced with the words "unit price":
Third paragraph of Section 18-1.05, "PAYMENT".
Third paragraph of Section 24-1.08, "PAYMENT".
Second paragraph of Section 36-1.07, "PAYMENT" .
Tenth paragraph of Section 39-8.02, "PAYMENT".
5-1.23 HAZARDOUS MATE~tIALS. The Contractor shall be held..
responsible for his workers and subcontractor's well-being and their education of
handling hazardous materials when hazardous materials are encountered during this
project.
SECTION 6. CONTROL OF MATERIALS .
6-1.01 GENERAL. Control of materials shall conform to the provisions
in Section 6, "COntrol of Materials," of the Standard Specifications and these
special provisions.
At the option of the Engineer, the source of supply of each of the materials. shall be approved by the Engineer before delivery is started and
before such material is used in the work. Representative preliminary samples of
the character and quality prescribed shall be submitted by the contractor or
producer of all materials to be used in the work, for testing or examination as
desired by the Engineer.
All tests of materials furnished by the contractor. shall be made in
accordance with commonly recognized standards of national organizations, and such special methods and tests as are prescribed in the specifications.
6-1.02 BORROW, DISPOSAL AND MATERIAL SITES. The operation of any
borrow or disposal sites used by the Contractor to produce or dispose of
material for this project shall comply with the requirements in the Standard
Specifications and these special provisions. All provisions for water pollution,
and sound control that apply within the limits of the contract shall apply to all borrow or disposal sites utilized by the Contractor.
32:61005.15 -15-~ GG:lh
Upon completion of the work, all such sites and haul roads shall be graded and treated so that, at the time of final inspection of the contract,
they will drain, will blend with surrounding terrain, and will have a potential
as a source of blowing dust or other pollution which is no greater than when in
their original condition.
If the Contractor obtains necessary permits for borrow, disposal or
material sites from the authority having jurisdiction or from the appropriate pollution control boards and such permits contain requirements which conflict
. with the requirements in ,the first and second paragraphs of this section, the
re uirements of the permits shall govern over the conflicting requirements of q
this section provided the permit requirements have been approved by the
Engineer.
Full compensation for complying with the requirements for borrow, disposal and material sites in this section shall be considered as included in
the contract prices .paid for the items of work which require the use of the
sites and no additional compensation will be allowed therefor.
6-1..03 CERTIFICATES OF CC~+IPLIANCE. In accordance with Section
6-1.07, "Certificates of Compliance," of the Standard Specifications, the
Engineer may permit the use of certain materials or assemblies, prior to sampling and testing, if accompanied by a Certificate of Compliance.
SECTION 7. CONSTRUCTION DETAILS
SECTION 7-l GENERAL
7-1.01 ORDER OF WORK. Order of work shall conform to the. provisions
i,n Section 5-1.05, "Order of Work," of ~ the Standard Specifications and these
special provisions.
All striping removal shall be completed a minimum of 2 days prior
to .signal being placed into operation., Pavement delineation shall be replaced
by temporary delineation before .opening the traveled way to public traffic.
Temporary delineation shall consist of reflective ,traffic line tape applied in pieces not less than 4 inches long nor less .than 4 inches wide spaced no more
than~l0.feet apart on curve nor more than 20 feet apart on tangents. Reflective
traffic line tape shall be applied in accordance with the manufacturer's
instructions. Temporary delineation shall be the same color as the permanent
delineation. Full compensation for temporary delineation shall be considered as
included. in the prices paid for the contract items of work that obliterated the
existing delineation and no separate payment will be made therefor.
When initially installed, all vehicle and pedestrian signal faces
shall be aimed and covered with cardboard or other .material with an observation
. hole (max, 1" dia.) in front of each signal indication: The covers shall remain
~in place until all signal operations have been checked and signal is placed into
. operation..
Prior to commencement of the traffic signal functional tests, all
items of work related to the signal control shall be completed and all signs
shall be in place.
7-1.02 ~STRUCTIONS. Attention is directed to Section $-1.10,
_"Utility and Non-Highway Facilities," of the Standard Specifications, the plans,
Gi nn~ i z ti_ C~:lh
JG~VIVVJ•1V iv
and the special provisions,
The Contractor will be required to work around public utility facilities
and other improvements that. are to remain in place within the construction area
or that are to be relocated and relocation operations have. not been completed.
In accordance with the provisions of Article 7-1.11, "Preservation of Property,"
and 7-1.12, "Responsibility for Damage," of the Standard Specifications, the Contractor will be liable to owners of such facilities and improvements for any
damage or interference with service resulting from conducting his operations.
The exact location of underground facilities and improvements within the
construction area shall be ascertained by the Contractor before using equipment
that may .damage such facilities or interfere with the services, Other forces
may be engaged in moving or removing utility facilities or other improvements or
maintaining serv~.ces or utilities. The Contractor shall cooperate with such 'forces and conduct his operations in such a manner as to avoid any unnecessary
delay or hindrance to the work being performed by other such forces.
Any delay to the Contractor due to utility .relocation whether or~ not the
utility is shown or correctly located on the plans will not be compensated for
as idle time. However, additional contract time commensurate with such delays
may . be allowed.
At locations where irrigation systems exist, the. Engineer will direct
the Contractor as to what steps will be required to protect the irrigation
s stem and the area it serves,. The Contractor shall replace the irrigation Y
system as directed by the. Engineer.
Existing land subdivision monuments and stakes .shall be fully protected from damage or displacement and they shall not be disturbed unless directed by .
the Engineer.
Attention is directed to the fact that nuisance water maybe present at
all times along the project. It .will be the responsibility of the. Contractor to
provide for handling of said water and any expense involved shall be considered
as included in the prices paid for. the various items, of work and no additional allowance will be made therefor.
Except in the case of extra work, full compensation for conforming to
the requirements of this article shall be considered as included in the prices
paid for the various items of work and no additional compensation will be made
.therefor.
7-1.03 MAINTAINING TIRAFF'IC. The Contractor shall .furnish, install and maintain signs, lights, flags and other warning and safety devices when
performing work which interferes with or endangers the safe movement of traffic,.
on any street. or highway.
Signs, lights, flags and other warning and safety devices and their use
shall conform to~ the requirements set forth in the current "Manual of Traffic
Controls -.Warning Signs, Lights, and Devices for Use in Performance of Work. Upon Highways," published by the State of California, Department of Transportation..
Application and use of devices shall be as specified and as directed by the
Engineer.-
The ,Contractor shall keep the Bakersfield Fire Department informed at
all times as to the exact location and progress of the work and shall notify
. 32:61005.17 -17- GG:lh
them irnrnediately of any streets impassable for fire fighting equipment,
The sixteenth and nineteenth paragraphs of Section 7-1.08,_"Public
Convenience," of the Standard Specifications, shall be amended to read as
follows:
Construction operations requiring lane closures shall be actively in
progress only between the hours indicated below, Monday through Friday,
except legal holidays.
Street ~ Direction of Travel Hours
Manor Street N/B 0900 - 1630
Manor Street S/B ~ 0900 - 1630
Denise Avenue W/B 0900 - 1630
~d'nere construction operations are actively in progress, a minimum of one
traffi~~ tine, not ~.~~ss t'nan t~~a,~tve feet in wl~~th, shall 'r.~ op?n for, us? by
public. traf f i~, yahPre c~onstructi~~n ,~~~~~~:~ri~~ns are not actively in
progress, all lanes sh~~.~.1 o~~n for use by p~~'olic traffic, Public traf f is
may. ~be pe_r~nit~ted to use the shoulders and, if half-width construction methods
are us~~c~, may also be permitted to use the s~.~~~a cif t'n~~~ r=~,~,~~~~~~~~ ~~noosite Ito
the one unc~Pr construction.~~1o a~~ditional compensation.will~be allowed for any si~l~~).Ln~~ of shoulders nec~-~,~5~~ry ~:'i~~ ~~~~{ration of ~~~'nlic traffic
r.'nereon during paving ~~~rations.
In order to expedite the nass~~gP o~ public traf f i~~ t'nrough or arol~nd
t'ne ~aorr~ ~~nc~ ~;a'~1rrL ordered by thz Engineer, the Contractor shall, at
'ni.~ z~L~n :~xoense, furnis'n, install and ~~naintain ct~z;'r,~-~.~~:tion area
signs, lights, flares, temLoorary railing Type K) , barricades, ~~nd other. facilities for t'ne -sole convenience ~~n,~ :~~~,~~;~:i~~n ~t~~~tic:
traffic. l~lso, w'nere directed by the Engineer,, the Contractor shall
furnis':1 competent flagmen whose sole duties shall consist of c~ir~cting
the mover~ent of public traffic through or around the wor'{. 'then
deemed necessary by the City, the signs "Road Construction Ahead,"
No. C-18, and "End Construction," ~Io. C-13, shill be furnished,
. installed and maintained by the Contractor at locations as directed 'oy the Engineer at least 48 hours in advance of any construction,
7-1.04 EXISTING HIGHWAY FACILITIES. The work performed in
connection with various existing facilities shall conform to the provisions in
Section 15, "Existing Highway Facilities," of -the Standard Specifications and
these special provisions.
Existing City highway signs and street markers shall remain the property of the City. Such signs and street markers shall be relocated and
maintained during construction so as to convey the same intent t~1a~: ~~.xi.~ted
prior to construction.
Existing City highway signs and street markers shall be placed in
their p~~r~~anent position by the Contractor's forces prior to completion of
construction, Signs removed from the project area shall bP delivered to the
City Corporation Yard at 4101 Truxtun Avenue.
32:61005.18 -18- GG:lh
PAYMENT. Full compensation for conforming to the requirements of the two preceeding paragraphs shall be considered as included in the prices paid for
the various items of work and no additional allowance will be made therefor.
7-1.05 SAWCUT ASPHALT CONCRETE PAVEMENT. Where new asphalt concrete
is to conform to existing asphalt concrete, the existing asphalt concrete shall
be saw cut to a neat line. The depth of cut shall be sufficient so that damage
to adjacent asphalt concrete, which is to remain in place, will not occur during excavation operations.
The Contractor shall conduct his operations so as not to damage the
integrity of the edge of the saw ,cut pavement. Any damage to the saw cut edge
will be corrected by the Contractor by additional cutting prior to the start of
paving operations.
Full compensation for conforming to the ~ requirements of this article
shall be considered as included in various items of work and no additional
allowance will be made therefore.
7-1.06 REMOVE TRAFFIC STRIPES AND PAVEMENT N~~RKINGS. Traffic
stripes and pavement markings to be removed will be as shown on plans and as
designated. by the Engineer.
Traffic stripes and pavement markings shall be removed to the fullest
extent possible from the pavement by any .method that does not materially damage
the surface or texture of the pavement or surfacing. Where blast cleaning. is
used for the removal of painted traffic stripes and pavement markings, the area
shall be shielded so that no material from the blasting operation is allowed to
enter the area that is open to public traffic, Sand or other material deposited on the pavement as a result of removing traffic stripes and markings shall be
removed as the work. progresses. Accumulations of sand or other material which
.might interfere with drainage or might constitute a hazard to traffic will~not
~be permitted.
Traffic stripes shall,be .removed before any change is made in the
traffic .pattern.
Blast cleaning for removal of traffic stripes shall be feathered out
to irregular and varying widths. Pavement markings shall be removed by blast
cleaning a rectangular area,. rather than just lettering or markings, so the old
message cannot be identified.
After removal of traffic stripes and pavement markings, a fog seal
coat shall be applied in conformance with the provisions in Section 37, "Bituminous Seals," of the Standard Specifications and the following:
In traffic stripe removal areas, the fog seal coat shall be~applied
over the traffic stripe removal area and to irregular and varying widths with an
average width of 2 feet on each side of the .blast cleaned traffic stripe removal
area.
In pavement marking removal areas, the fog. seal coat shall be applied
to the blast cleaned rectangular area.
In areas of removal where excessive gouging has occurred, as determined
by the Engineer, the gouged pavement shall be repaired utilizing a sheet asphalt
patch as directed by the Engineer,
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JG•V1VVJ•ZJ
Full compensation for furnishing and applying fog seal coat or sheet
asphalt as specified herein shall be considered as included in the contract
price paid per square foot for removal~of traffic stripe and pavement marking.
and no separate payment will be made therefor.
Nothing in these special provisions shall relieve the Contractor from his responsibilities as provided in Section 7-1,09, "Public Safety," of the
Standard Specifications.
MEASUREMENT AND PAYMENT.. Quantities of traffic stripe removed will
be determined by the width of the stripe plus 0.67-foot multiplied by the length
of the stripe. The space between double traffic stripes will be measured as
painted traffic stripe. Quantities of pavement markings removed will be . determined by the actual size of the rectangle measured in square feet,
Removing of traffic stripes will be paid for at the contract unit price
per square foot for the actual area of authorized stripe removal,
The contract unit price per square foot as remove. traffic striping and
marking shall include full compensation for furnishing all labor, materials,
tools, equipment, signs and for doing all work necessary for removing existing striping as shown on plan and as directed by the Engineer.
7-1.06 CLEARING AND GRUBBING. Clearing and grubbing shall conform
to the provisions in Section 16, "Clearing and. Grubbing," of the Standard
.Specifications and ,these special provisions. .
4
Clearing and grubbing shall be limited to those areas actually ~ . affected by the planned construction as directed by the Engineer.
7-1.07.. DUST CONTROL. It shall be the Contractor's responsibility
to prevent a dust nuisance from originating from the. site, of the work as a
result of his operations,. or the traveling public, during .the effective period.
of this contract. Preventative measures to be taken by the Contractor shall -
include but shall not be limited. to the following: .
1. jrJater shall be applied to all unpaved areas as required to
prevent the surface from becoming dry enough to permit dust
formation.
2. Paved surfaces over which vehicular traffic is permitted to
travel shall be kept free of dirt.
Temporary suspension of the work,, eit'~er as r~~s~~tt of order by the
Engineer, ~r as a result of conditions bey{end ~~le cc~ntr_~~1 of the Contractor
shall not relieve the Contractor from his responsibility for dust control as set
forth herein,
PAYMENT. Full compensation for conforming to the requirements of this
article shall bP considered.as inz~l~~dPd in the prices paid for the various contract items of work and no additional compensation will be allowed therefor.
~7-1.08. HAZARDOUS WASTE IN EXCAVATION. If the Contractor encounters
material in excavation which he has reason to believe may be hazardous waste, as
def fined by Section 25117 of the Health and Safety Code, he shall in~nediately so
. notify the Engineer in writing, Excavation in the immediatz area of the
32: ~1005.2Q -20- GG: lh
sus cted hazardous material shall be suspended until the Engineer authorizes it
to be resumed. If 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 Department 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.
7-1.08 EARTHWORK. Earthwork shall conform to the provisions in
Section 19, "Earthwork," of the Standard Specifications and these special
provisions.
Section 4-1.05. "Use of Materials Found on the Work," of the Standard
Specifications shall be amended to read as follows:
Unless designated as selected material as provided in Section 19-2.07,
"Selected Material," the Contractor, with the approval of the
Engineer, may use in the proposed construction, such stone, gravel,
sand or other material suitable n.the opinion of the Engineer as may
be found in excavation: The Contractor will be paid for the excava-
tion of such materials at the contract price for such excavation, but he shall replace at his expense with other suitable material all of
n that portion of the. material so removed and used which was contem-
plated for use in the work. The Contractor shall not excavate or
remove any material from within the highway location that is not
within the excavation, as indicated by the slope and grade lines,
without written authorization from the Engineer.
It is anticipated that there will be 75 cubic yards of surplus material which shall become the property of the Contractor and shall be disposed
of outside of the highway, right of~way in accordance with the provisions of
Section 7-1.13, "Disposal of Material Outside the Highway Right of Way," of the
Standard Specifications.
When asphalt concrete is to be placed on the grading, plane, the grad-
ing plane at any point shall not vary by more than 0.05-foot above or below the; grade .established by the Eng%neer.
Section 19-3.062, "Slurry Cement Backfi~.l," of the Standard
Specifications is deleted and shall not apply to this contract..
The relative compaction limits specified in the second paragraph of
Section 19-5.03 "Relative Compaction (95 Percent)," of the Standard S cifications are amended to the limits shown on the plans and typical cross-
I~ sections and shall be determined by: California Test Methods 21b or 231, or ASTNI
(current edition) D1557 and one of the following D2922 or D1556. The subgrade
must be smooth, uniform and true to the required grade.
Impact equipment shall not be used in areas developed with buildings
unless authorized by the Engineer.
tii nn~_ -21- GG:lh
v + v v v +
Imported borrow must be .clean and free from vegetable matter .and other
deleterious substances and must conform to the following requirements:
Individual
Tests Test Method Test Results
Sand Equivalent 217 18 min,
Resistance 301 40 min,
(R-Value )
-The R-Value requirements will be waived provided the imported borrow
has a sand equivalent value of 25 or more.
In addition to the above requirements, material located in the upper
0,5 foot below the shoulder surface shall have a suitable gradation to produce a
firm and stable. surface.
MEASUREMENT AND PAYMENT. Imported borrow will be measured by the
cubic yard and the quantity to be paid-for will be .computed in the following
manner:
(1) The total quantity of embankment will be computed by the, method
specified for roadway excavation in Section 19-2.08,
"Measurement," of the Standard Specifications on the basis of
the planned or the authorized cross-section. for embankment as
shown on the plans and. the measured ground surface.
(2) The quantities of roadway excavation, structure excavation, and
.9 ditch excavation, shall be used in the embankment, and will be
.adjusted by multiplying by a specified grading factor of 0.85.
No further adjustment will be made in the event that. .the, speci-
fied grading factor does not equal the actual grading factor.
(3) ,.,The final pay quantity of imported borrow shown on the. plans was
determined by deducting the adjusted quantities of excavation from the total embankment quantity and then adding a quantity of
approximately 0 cubic yards for the anticipated effect of
subsidence and shrinkage due to compaction,
No adjustment will be made in the event that the anticipated
subsidence and shrinkage does not equal the actual subsidence and shrinkage.
The estimated quantity of roadway excavation shall be a final pay
quantity in conformance with Section 9-1.015."FINAL PAY QUANTITIES" of the
standard specifications.
7-1.09 FINISHING ROAI~IAY, Finishing roadway shall conform to the
provisions in Section 22, "Finishing Roadway," of the Standard Specifications
and these special provisions.
In addition to the conditions, provisions and requirements of Section
22-1.01, "Description," of the Standard Specifications, the following shall
apply:
The Contractor shall remove, from all affected areas, whether inside or
outside the project limits, all excess and/or objectionable material
~~.~inn~_~iA -~~A- GG:lh
J V• V i V V J ib a r r~~
originating within the project limits and transported by public traffic
or by the Contractor's. operations.
The Contractor may use any method, approved by the Engineer, that does
not create .a dust problem to remove the excess and/or objectionable material
from the affected areas. However, in residential areas, when a broom is used, a self.-contained, pick-up type, power broom with water distribution system shall
be used.
PAYMENT. The first paragraph in Section 22-1.03, "Payment," of the
Standard Specifications, is amended to read:
Full compensation for furnishing. all. labor, materials, tools, equipment, and incidentals, and for doing all the work involved in
finishing the entire project, including all ramps, connecting roads and
streets, frontage roads, road approaches, and channelized
intersections, whether inside or outside the highway r-fight of way, and
all other areas, whether inside or outside the project limits, affected
by public traffic or by the Contractor's operations,. all as .shown on
the plans, and as specified in the Standard Specifications and these
special provisions, and as directed by the Engineer, shall be considered as included. in various items of work and no additional
compensation will be made therefor.
7-1.10 AGGREGATE BASE. Aggregate base shall be Class 2, and shall
conform to the provisions in Section 2G, "Aggregate Bases," of-the Standard
Specifications and. these special provisions.
Aggregate base shall be compacted to 9~5~ relative compaction.
Compaction will be determined by the following test methods: California No. 216,
California No. 231, or AS'IM (current edition) D1557 and one of the following D2922
or D1556.
32:61005.218 -218- GG:lh
For verification purposes, the tonnage of compacted aggregate base will
be calculated from the dimensions shown on the plans, adjusted b~y the amount of
any change ordered by-the Engineer.
7-1.11 ASPHALT CONCRETE. .Asphalt concrete shall, be Type B and shall conform to the provisions in Section 39, "Asphalt Concrete," of the Standard
. Specifications and these special provisions.
Asphalt concrete shall be produced from commercial quality asphalt and
aggregates. The spreading and compacting requirements in Sections 39-6.02,
"Spreading," and 39-6.03, "Compacting," of the Standard Specifications will not
apply. .
The asphalt .concrete shall conform to the following requirements:
1. ,Asphalt concrete shall be produced. at a central mixing plant.
2. Aggregate shall conform to the 1/2 inch maximum medium grading
specified in Section 39-2.02, "Aggregate," of the Standard . Specifications.
3. 'The amount of asphalt binder to be mixed with the aggregate shall
be between 5.0 percent and 6.5 percent by weight of the dry
aggregate as determined by the Engineer. The fourth through the
seventh paragraphs in Section 39-3.03, "Proportioning," of the
Standard Specifications shall not apply.
4. Asphalt concrete shall be spread with a self-propelled spreader
ready for compaction without further shaping.
5. Compaction shall, be performed with a tandom roller weighing not
less than 8 tons.
6. The finished surface shall meet the straightedge requirements of Section 39-6..03, "Compacting," of the Standard Specifications.
Where new asphalt concrete. pavement is to conform to existing paved
surfaces,-the existing pavement shall be saw cut. .
. The quantity of asphalt concrete to be paid for will be that quantity
computed by using the dimensions of the actual area surfaced multiplied by .the thickness specified on the plans ,.for that area and by a weight of 145 pounds per
cubic foot, or the actual quantity placed, whichever is the lesser.
7-1.12 INSTALL PEDESTRIAN BARRICADE. Install pedestrian barricade
as shown on plans. Pedestrian barricade shall, conform to Standard ES-5F of the
Standard Plans and these special provisions.
Contractor will furnish sign R-49 for each pedestrian barricade
shown on plans.
PAY~!RENT. Full compensation for installing pedestrian barricade and
furnishing R-49 sign for each barricade shall be considered as included in the
contract lump sum price paid for installation of traffic signal and street
lighting systems and no separate payment will be made therefor.
32:61005.22 -22- GG:lh
7-1.13 OVERHEAD SIGNS. Overhead signs shall conform to the
applicable provisions in Section 56, "Signs," of the Standard Specifications and these special provisions.
Mast-arm han ers for street name signs will be furnished
and installed by the City.
Street name si ns will be furnished and installed by City of Bakersfield using mast-arm hanger methods such as Hawkins
MIOJ Series swinging sign bracket, with return spring
removed, or acceptable equal,
Overhead signs installed on signal poles, mast-arms or on
flashing beacon mast-arm shall be furnished and installed by
the Contractor in accordance with the plans and these
special provisions., Compensation for overhead signs shall be considered included in the respective contract lump sum
price or prices for signal, flashing beacon, or combination
thereof .
7-1.14 MISCELLANEOTJS CONCRETE CONSTRUCTION. Portland cement
concrete curbs, sidewalks, wheelchair ramps, cross drains, drive approaches,
driveways and miscellaneous construction shall conform to the provisions in Section 73, "Concrete Curbs and Sidewalk," of the Standard Specifications and
these. special provisions.
MEASURI~ENT AND PAYMENT.
Quantities of minor concrete (curb and gutter.), shall be paid for at the
contract .price per linear foot.
..Quantities ofminor concrete (sidewalk) shall be paid for at the.
,contract price per square foot of sidewalk.
.Quantities of-minor concrete (wheelchair ramp) shall be .paid for at the
contract price per square foot~of sidewalk..
7-1.15 T]RA~'FIC DELINEATION. Immediately after resurfacing operations or when directed by the Engineer., ,replace. all obliterated pavement
delineation with temporary delineation during the same work period, and in no
case later than 7:30 a.m.~following such work period.
Te racydelineation consists of reflective traffic line tape applied
in pieces not less than 4 inches long nor less than 4 inches wide,. spaced no
more than 20 feet apart on tangents and no more than 10 feet apart on curves. Apply reflective traffic line tape in accordance with the manufacturer's
instructions. Temporary delineation must be the same color as the permanent
delineation.
Remove temporary delineation applied to asphalt concrete patches
immediately prior to applying asphaltic emulsion tackcoat for asphalt concrete
over lay.
JG:OIVU~~GJ GJ
A striping plan will be made available to the Contractor when traffic
delineation is to be modified by the City.
PAYMENT. Full compensation for traffic delineation shall be
considered as included in the prices paid for the various items of work, and no
separate payment will be made therefor.
SECTION 7 CONSTRUCTION DETAILS
SECTION 7- 2 ~ TJE~AFF' IC SIGNALS AND L I,GHTING
7-2.01 FOUNDATIONS. Foundations shall conform to the provisions in
Section 86-2.03, "Foundations," of the Standard Specifications and these special provisions.
The Contractor shall furnish the anchor bolts, nuts and washers to be
used for new foundations and shall furnish the appropriate nuts-and washers for
existing foundations to be reused.
Portland cement concrete shall conform to Section 90-10, "Minor Concrete," of the Standard Specifications and shall contain not less than 470
unds of cement per cubic yard, except for pile foundations shall contain not
less than 564 pounds of cement per cubic yard.
7-2.02 CONDUIT. Conduit shall conform to the,provisions in Section
86-2.05, "Conduit,n of the Standard Specifications and these special provisions.
Conduits may be installed by either jacking/drilling or open trench
methods. Installation using jacking or drilling shall conform to Section
86-2.05C, "Installation," of the Standard Specifications. Open trench
installation shall conform to the following specifications:
1. Conduit shall be rigid non-metallic type. Conduit shall be placed
under existing pavement in a trench not to exceed 6 inches in width. Trench shall be cut using a rock saw and all loose
uncompacted material shall be removed from the bottom of the
trench prior to placement of conduit. The top of the installed
conduit shall be a minimum of 12 inches below finished grade.
2. The conduit shall be placed in the bottom of the trench and the
` trench shall be backfilled with a one (1)~sack slurry cement
backfill. Slurry cement backfill shall be placed to within-0.20 feet of the pavement .surface. The top 0.20 feet shall be
backfilled with asphalt concrete produced from commercial duality
paving asphalt and aggregates.
3. 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 surface of uniform smoothness, texture, and
density.
4. All excavated areas in the pavement shall be backfilled by the end
of each work day. Temporary roadmix or other acceptable temporary
~~~h~nn~.24 -24- GG:lh
. surface will be allowed on the top 0.20 .feet until such a time as
the permanent asphalt surface is placed.
Dependent upon adverse soil conditions or other circumstances
encountered at the time of construction, the Engineer may specify which of the
above methods may be used.
7-2.03 PULL BOXES. Pull boxes shall conform to the provisions in
Section 86-2.06, "Pull Boxes," of the Standard Specifications and these special
provisions.
Recesses for suspension of ballasts will not be required.
7-2.04 CONDUCTORS AND WIRING. Conductors and wiring. shall conform to
the provisions in Section 86-2.0$, "Conductors," and Section 86-2.09, "Wiring,"
of the Standard Specifications and these special provisions.
CONDUCTORS - The Contractor shall use multi-conductor
electrical cables for all circuits except between the service switch and.
controller cabinet.
Only multi-conductor cable conforming to the following shall be used:
5 Conductor cable consisting of 5 No. 14 conductors colored leach
red, yellow, brown, white and black.
9 Conductor cable consisting of 1 No. 12 conductor colored white and
8 No. 14 conductors colored 1 each red, yellow, brown, black, red black stripe yellow black stripe, brawn black stripe and
white black stripe.
28 Conductor cable consisting of 1 No. l0 conductor colored white and
27 No. 14 conductors colored as indicated in the following conductor .
table for a single ring operation.
CONDUCTOR TABLE
Insulation Colors
Signal Phase
Circuit or Function Base ~ Stri
2 & 6 Red, Yellow, ,Brown Black Vehicle 4 & 8 Red, Yellow, Brown Orange
Signals 1 & 5 Red, Yellow, Brown Silver
3 & 7 Red, Yellow, Brown Purple
2p & 6p Red, Brown 2 Black
Pedestrian 4p & 8p Red, Brown 2 Orange
Signals lp & 5p Red, Brown 2 Silver
3 & 7 Red, Brown 2 Pur le 2p & 6p Blue B lack-
Pedestrian 4p & 8p Blue Orange
{ Push Buttons lp & 5p Blue Silver
3 & 7 Blue Pur le
Pedestrian
Push Buttons white Black
32:61005.25 -25- GG:lh
.Common Si na1 White None
Railroad '
Pre-e tion Black Red
S are Black None
the cable sheath shall be polyethylene and the conductor insulation shall
be T~~rpe T~~WN polyvinyl chloride.
Conductors shall be spliced by the use of "C" shaped compression
connectors as shown on Standard Plan ES 13.
Splices shall be insulated by "Method B."
7-2.05 SERVICE. Service shall conform to the provisions. in Section
86-2.11, "SERVICE", of the Standard Specifications and these special provisions.
Unless otherwise noted, service shall be as shown on the plans and
shall be furnished with 100 amp, 240 volt, 3 pole main breaker and the following
branch circuit breakers:
No. P,mps Phase Volts Branch Metered
1 60 1 110 ~ Traffic Signal Yes
2 30 1 110 Lighting No
The Engineer will arrange with the serving utility to complete service
connections to service points shown on the plans and will pay all required costs.
and fees required by the utility.
7-2.06 TESTING.- Testing shall conform~to the provisions in Section
~86-2.14, "Testing," of the Standard Specifications and these special provisions.
The signal shall not be placed in flashing mode,, with signal faces
.uncovered, prior to Functional Testing.
FUNCTIONAL TESTING. All functional testing shall conform to the
provisions is Section 86-2.14C "Functional Testing," of. the Standard
Specifications and the following paragraph:
Functional test period is included in the number of working days to
complete the project as described in SECTION 4, "BEGINNING OF WORK,
TIME of CGMPLETION AND LIQUIDATED DAMAGES" of these special provisions.
7-2.07 SIG~JAL FACES AND SIG~!1AL HEADS. Signal faces, signal heads and
auxiliary equipment, as shown on the plans., and the installation thereof, shall conform to the provisions in Section 86-4.01, "Vehicle Signal Faces," 86-4.02,
"Directional Louvers," 86-4.03, "Backplates" and 86-4.06, "Signal Mounting
Assemblies," of the Standard Specifications and these special provisions.
32:61005.26 -26- GG:lh
Housing, visors, directional louvers and backplates shall not be
structural plastic.
All lamps for traffic signal units shall be furnished by the
Contractor.
All signal faces shall be provided with 12-inch sections.
'The third sentence of the first paragraph of Section 86-4.06, "Signal
Mounting Assemblies," of the Standard Specifications, shall be amended to read as
follows:
Slip-fitters and terminal. compartments shall be cast bronze~or hot-dip galvanized ductile iron,
7-2.08 PEDESTRIAN SIGNALS. Pedestrian signals shall conform to the
provisions in Section 86-4.05, "Pedestrian Signal Faces," of the Standard
Specifications and these special provisions,
Pedestrian signals shall be Type C, and shall have energy efficient heads equivalent to Indicator Controls Corporation Model 4094B, .
7-2.09. LUMINAIRES. Luminaires shall conform to the. provisions in
.Section 86-6.01, "High. Intensity-Discharge Luminaires," of the Standard.
Specifications and these special provisions.
Luminaires shall be furnished with 200-watt high pressure sodium lamps and integral ballasts.
_5 An in-line fuse shall be located in the pull box.
7-2.10 PHOTOELECTRIC CONTROLS. Photoelectric controls shall conform
to the provisions in Section 86-6.07, "Photoelectric Controls", of-the Standard
Specifications and these special provisions.
Each luminaire shall~be provided with a Type IV photoelectrical
control,
7-2.11 CONTROL]GERS, CABINETS AND AUXILIARY EQUIPMENT. The City will
furnish the controller and cabinet assembly for each location,
7-1.12 DETECTORS. Detectors shall conform to the provisions in Section 86-5, "Detectors," of the Standard Specifications and these special
provisions, Location and layout of detector loops shall be as directed by the
Engineer.
?-1..13 INSTALLATION DETAILS: Installation and tests shall conform
to the details and notes shown on the plans.
Slots cut in the pavement shall be blown out and dried before installing
inductive loop detectors.
After conductors are installed in slots cut in the pavement, the slots
shall be filled with epoxy sealant conforming to the requirements in ,Section
95-2.09, "Epoxy Sealant for Inductive Loops," to within 1/8 inch of the pavement
surface. The sealant shall be at least 1/2 inch thick above the top conductor in the
32:61005.27 -27- GG:lh
saw cut. Before setting, surplus sealant, shall be removed from the adjacent road
surfaces without the use of solvents.
In lieu of the epoxy sealant specified above,- slots may be filled with
either of the following materials:
1. An elastomeric sealant conforming to the following:
_ The sealant shall be a polyurethane material of a composition that
will, within its stated shelf life, cure only in the presence of moisture. Sealant shall be suitable for use in both asphalt concrete and portland cement concrete.
The cured sealant shall have the following performance
characteristics:
Measuring Standard
Pro rt and Results And Conditions ~ Y -
Hardness (indentation) - 65-85 ASTM D 2240 Res. Type A,~Model 1700
77° F. (25° C.) 50~ relative humidity.
.Tensile strength - 500 psi, min. ASTM D 412 Die C, pulled at 20 IPM. .
Elongation 400, minimum ASTM D 412 Die C, pulled at 20 IPM.
Flex at - 40° F. - no cracks 25 mil Free Film Bend (180°) over 1/2"
Mandre 1.
Weathering Resistance - Slight ASTM D 822 Weatherometer 350 Hrs.
y Chalking Cured 7 days.at 77° F. (25° C.) 500 relative humidity.
Salt S ra Resistance - 500 psi, ASTM B 117,28 days at 100° F. (38° C•) p ~ ~ a ~ ~ lied at 20 IPM.
minimum Tensile, 4000, minimum 5~ NaCl, Die C, pu
elongation .
Dielectric Constant - Less than ASTM D 150.
25~ change over a temperature range of -30° C. to 50° C.
' 2. As haltic Emulsion Inductive Loop Sealant shall conform to State of P
California Specification 8040-41A-15.
Loo conductors shall. be installed without splices and shall terminate in P
the nearest pull box. The loops shall be joined in the pull box in combination of
series and arallel so that optimum sensitivity is obtained at the sensor unit. p -Final splices between loops and lead-in cable shall not be .made until the operation
. of the loops under actual traffic conditions is~approved by the Engineer.
All loop conductors for each direction of travel for the same phase of a
traffic si nal s stem, in the same pull box, shall be spliced to a cable which shall 9 Y
be run from the pull box adjacent to the loop detector ~to a sensor unit mounted in
the controller cabinet. Splices to the cable shall be made in pull boxes only.
All loop conductors for troffic counters shall terminate in a pull box or
~n r~ nne- nn r~• ~ fl
SL:blUU~.L~ ~o
terminal strip in the traffic count station cabinet when such a cabinet is
installed.
Conductors for inductive loop .traffic signal and traffic counting
installations shall be identified and banded, in pairs, by lane, in the pull box
adjacent to the loops and near the termination of the conductors in the controller
or traffic count station cabinet. Bands shall conform to the provisions in Section 86-2.09, "Wiring."
Identification of each conductor pair shall consist of labeling the
phase and detector slot number (e.g. - 6J2L, 8J8U, 3I5U, etc. in permanent ink
on a tag suitable for such purposes (Stuart Electric Ty Rap, Catalog No. TY5532
or approved equal).
If .asphalt concrete .surfacing is to be placed, the loop detector
conductors shall be installed prior to placing the uppermost layer of asphalt
concrete. The conductors shall be installed, as shown on the plans, in the compacted
layer of asphalt concrete immediately below the uppermost layer. Installation
details shall be as shown on the plans, except the epoxy sealant shall fill the slot
flush to the surface. Detector loops in concrete pads shall be sealed with epoxy
sealant,
Loop detector lead-in cables shall conformTto the provisions in Section
86--5.OlA (4) , "Construction Materials," of the Standard Specifications and these
special provisions.
Loop detector lead-in .cables shall be Type B, and shall conform
to the following:
.1. All spade connectors used to ,attach to terminals inside
the controller cabinet shall. be crimped ,and soldered to
the conductor.
2. Loop wires in the pull box shall be twisted at a minimum
rate of 5 turns per foot, and the splice must be soldered
and completely waterproof. .Connect one end of the shield to earth ground fat cabinet) and insulate the other end
with no possible path to earth ground..
7-2.14 GUARANTEE. The Contractor shall furnish a written guarantee to
the. City on the form attached, guaranteeing all systems,, except traffic signal
.lamps, installed under this contract for a period of one (1) year from the date of
acceptance of-the work. The guarantee, properly executed, shall be filed with the, City before notice of completion and final acceptance is made by the City of the
work described on the plans and these special provisions.
7-2.15 PAYMENT. Payment for signals and lighting shall conform to
the provisions in Section 86-8, "Payment", of the Standard Specifications and
these special provisions..
Full compensation for cast-in-drilled hole concrete pile .foundations
shall be considered as included in the contract lump sum price paid~for the item
requiring foundations-and no separate payment will be made therefor.
~2_:h1 nn~. ~a -29- ~ GG:lh
STATE OF CALIFORNIA
Specification
Asphaltic Emulsion Inductive Loop Sealant
1.0 SCOPE
This s cification covers a one component, pourable sand filled,,
asphaltic emulsion for use in sealing inductive wire loops and leads
imbedded in asphalt and portland cement concrete. ,This sealant is
suitable for use in freeze-thaw environments.
2.0 APPLICABLE SPECIFICATIONS
The following specifications, test methods and standards in effect on
the opening date of the Invitation to Bid form a part of this
specification where referenced:
American Society for Te-sting and Materials D2939, D2523
California Test Method No. 434
California Department of Transportation Standard Specifications. 1988
q
State of California Specification 8010-XXX-99 Inspection, Testing and Other Requirements for Protective Coatings
Code of Federal- Regulations, Hazardous Materials and Regulations
Board, Ref. 49CFR.
3.0 REQUIREMENTS
3.1 Composition
The composition of the loop sealant shall be a sand filled, pourable,
water emulsified bitumen. It will be the manufacturers.responsibility
to produce a one-component product to meet the properties specified
herein.
312 Characteristics of the Sealant
3.2.1 Residue by evaporation, weight percent 70 Minimum
Use ASTM D2939
_ 3.2.2 Ash. content, weight percent 50 to 65
Use ASTM D2939
Q
32:61005.30 -1- GG:lh
Asphaltic Emulsion Inductive Loop Sealant 8040-41A-15
3.2.3 Firm set time, hours, ~ 4 maximum test at one hour intervals, use AS'IM D2939
3.2.4 Brookfield viscosity, Poise 50 to 125
RVT Spindle #3, 10 RPM at 75 + 2°F.
3.3 Properties of the Dried Film
3.3.1 Flexibility, No full depth Use ASTM D2939, except air dry specimens to cracks
constant weight at 75 + 5°F. and 50 + 10~ relative
humidity. Condition mandrel and specimens 2 hours at
75 + 2°F before test. Use aluminum panels, 0.03 inches
thick (Q panel or equal) .
3.3.2 Tensile Strength, psi, 20 minimum cast sheets 0.25 inches thick and air, dry at
75 + 5°F, 50 + loo relative humidity for minimum of
16 hours. Load rate 0.05 inches/minute, use ASTM D2523.
3.3.3 Elongation, o 2.0 minimum
Same conditions as 3.3.2 use ASTM D2523
3.3.4 Slant-shear strength to concrete,-psi, 150 minimum, R Use California Test Method No. 434, .Part VIII. Space with no loss
dam blocks with 0.25 inches between slant faces, seal of adhesion to ,P
sides and bottom with tape and fill with the well stirred concrete
sample, strike off the excess. Dry in 140°F oven to
constant weight ,and condition 1 day at 75 ± 2°F before
testing. Load rate to be 5000 lbs/minute.
3.3.5 Resistance to water No blistering,
Use ASTM D2939, Alternative B re-emulsification
or loss of
. - adhesion
3.4 Workmanship
.3.4.1 The sealant shall be properly dispersed and any settling shall be
easily redispersed with minimum resistance to the sideways manual
motion of a paddle across the bottom of the container. It .shall form a
smooth uniform product of the proper, consistency. If the material
cannot be easily redispersed due to excessive settlement as described
above or due to any other cause, the sealant shall be considered unfit
for use.
32:61005.31 ~ -31- GG:lh
Asphaltic Emulsion Inductive Loop Sealant 8040-41A-15 -
3.4.2 5 The sealant shall retain all specified properties under normal storage
conditions for 12 months after acceptance and .delivery. The vendor
. shall be responsible for all costs and transportation charges incurred in replacing material that is unfit for use. The properties of any
replacement material, as specified in Paragraph 3.0, shall remain
satisfactory for 12 months from date of acceptance and delivery.
3.4.3 ~'he sealant shall comply with all air pollution control rules and
regulations within the State of California in effect at the time the
sealant is manufactured.
4.0 QUALITY ASSURANCE PROVISIONS
4.1 Inspection
This material-shall be inspected and tested in accordance with State of
California Specification 8010-XXX-99, or as otherwise deemed necessary.
4.2 Sampling and Testing
Unless otherwise permitted by the Engineer., the material shall be
sampled at the place of manufacture-and application will not be
permitted until the material has been approved by the Engineer.
5.0 PREPARATION FOR DELIVERY
5.1 Packaging
The sealant shall be prepared. in a one package system ready for
application. The material shall be furnished in container size as.
specified in the purchase order or contract. If ordered in 5 gallon
size the containers shall be new, round standard full open head with bails, shall be nonreactive with. the contents, and shall have
compatible gaskets. The containers shall comply with the U.S.
. Department of Transportation or the Interstate Commerce Commission
regulations, as applicable.
5.2 Marking
All containers of material shall be labeled showing State
specification number manufacturers name, date of manufacture and
manufacturers batch number.
The manufacturer shall be responsible for proper shipping labels as
outlined in Code of Federal Regulations, Hazardous Materials and
Regulations Board, Reference 49 CFR.
32:61005.32 ~ GG:lh
Asphaltic Emulsion Inductive Loop Sealant ~ 8040-41A-15
6.~ 0 NO'I~S
6.1 Directions for Use
Saw cuts shall be blown clean with compressed air to remove excess water
and debris. 'The sealant must be thoroughly stirred before use and
hand poured into the slots. Due to the sand content of this material,
pumping is not recommended. Any clean up of road surface or tools can
be done with water, before the sealant sets.
6.2 Patents
The Contractor shall assume all costs arising from the use, of patented
materials,~equipment, devices, or processes used on or incorporated in
the work, and agrees to indemnify and save harmless the State of
California, and its duly. authorized representatives, from all ,suits at
law or action of every nature for, or on account of, the use of any patented materials, equipment, devices or processes.
6.3 Certificateof Compliance.
_ The manufacturer shall furnish a Certificate of Compliance with, each
batch of sealant, in accordance with the provision of Section 6-1.07 of
California Department of Transportation Standard Specifications,. January 1988.
32:61005.33 GG:lh
i ~ _Zd. I 6. _
I~
}Aiww w•.'.' l ~ r . y ~a.. ` 6
.I:' r ~ i
Volume = Qt?63T9 cubic yord peg lineol foot ~o/ume = Q059Gt~ cubic yord per /ineol ,foal
CURB AND GUTTER CURB AND GUTTER
TYPE , "A~ TypE "g"
r •
• ---2~' ~ 10'Ro~i
:.Q: :'r:16t.: 1
I?" ~ ~ 1~ ` :r;~; •:.~'~r : ~•~,;.7 .I~ .~j.r j..~.. ter:.
I f J ~~'l't~It. x!1.1•" Vr. ,,'`fi'r,. r,; SIR' r~~ .
Ik~tne=004321 cud'c yard per lnewl favt
. hOltatre = 0.0348T cubk yord per lingo ,'dot
. CURB ANO GUTTER • . TYPE "C" ROLL-TOP GUTTER
GENERA[ MOTES'
all word shall confors to :the appl ica~le seat ions of type Nay crab and ~otte► pe~►tnd ~aMb~b►r! the "standard ~pecif icat ionsN 5ta~e of California, a~,~s,,waak f,,~,,,,,e Sabo►~sxas o~d R- s-2~,c
Deoart cent of Transport at ~ on ,current edition and (Resdent~o~ sudwb~cn rwo-~4no~-o~~-,raj ~cn
the following general Notes.: to sitel zone. SaOgraoM preparo~lron /or Type i4; aid ~C' cubs ~d
9vthrs shol! br cansfitected /rtrr b 9~ and crass strt+a~ ~►h'►• ~o~art~arr al 90x /q o ehoiA of Q,SOI! ~i►mr'r kr curb and gwfter carstructk» slap axcn~o~arrl►
~ 01 f~i K i~qr~ ~ bye abtavMd frcrn HM Delo~avlnxnt
Caacrnrlt tar curb and 11 br C,t~t (Sso~! and shall bt arrlhlr► 2 to Ss~a rglJ/lQ~I fOl /ilM, r~rnad+skd A~ ~Xpa~ldtd b~dNf~i ,1d s~el
y rnr~► faros shall be s~►~aced aR h~! goir next b lprth' in Chgwter 12.40,. Section t2.40.Cr0 01 tAd tlK concrete aid Shdl ~ be /el,~ /har► I "tlriplr oft~r 8okasfk/d Mrnr~ciod Slap pni►idl car~cre/1 C1lrrb~f
bi~►+9 r~rhacrd an0 Qvtters ocr~drrq ro tl~cs started o6►owrrq .Such ,
lqo aid 16ra s/a/l be 1rontA[d sn~ao/h tArn c~wba and gvth~rs shah be ~n axi~tence a >tio~ Ilk~i► drraV► fm~/it 9~ o ~ canstruct~an guoianteed by cosh, c~r►ifiod a carparote sw~>y band opp►oMed by the City AttQrnep
M9~Mnt exati►nq a~ and gvlters arr /o be rewolceb, as o cor~ditia► to fanol ogaoral dnd oc~c~otancr by the a~~rr~ctrar slap Hatch exrshng caatrtxhorr urNlX,f Curie/ Bvrkw~g /nsdecta ta► orc~,aor~cr to any bu►lding
d/Nr~r~ aF~+ec/ed by the En~aMer. ar aQ~ty ,
CaneyrK shoN caM~avr ro oddilives uiaeu pra► ggorara~ ~ c~isrxliiq neM► ra►b aad ~1~e► the' exrstirq pa~nMr>i En►. shat/~ be soffit o minimum of _3f~ from Iht /gyp of gvtM►.
C~Yete ShQll de cared rN►M 0 wlailNp~m !r>~ed cr,►,,riq When repub~ci~q cw6 and Sul t!,► the Engrv►eey may
corn~oocrnd canplrnq to se~chan 90-I, O/ B of thrc Slondord opproMe sanrxrtting alarm the lip M !h~ exntia9 grittei ~ ' Specilicar; ons a~QV al ~tq/aring o minrnxxn aj 1 ff. d ,o~xment. . ,
Existing sect~a~s of ca►b ono 9ulter s/al! be so~+c~ul „ M„ of tht /mHts of the areo to be ~ nconstrocteae ~ T~4NDARD ~,b ?3/53
~keneb pkne pri►th or cokl jo~rts shop be ~r',t,L f v T ,
const.~eno at ~sj~ ~nterva~ls Ex shat/ CURB ANO GUTTER 1 be of each side o/ structures and of ends of
-7. TYPES "q" "8;' 8 ,C„ Q. Mods crw►o rrturru.
type A"curb and gvttey is re►gwnd in d! stn+eta N0"~ w/krr nrcrssory for dia►nagr.
ryp~e "8"curb and ~vtter ~s req~wrrd;n all streets ~ ClTY OF BAKERSFiELi?
sxcept M+;ere rjpe A yr requ►n+d ar pe~nm~tted ~ -fir CALIFORNIA S - ~ • u.+ ~w„w tNOiNRltINO OErAiIT'MEJVT
• _
ST ~
r..~.n....,~.~
W~okened • • E,r p onsion Joint PIonE Jou►t
Cur
• ~ ~ ~ . , , ~ ~ ` ~ ~ GENERac NOTES:
' ~ ~ Qll work shot! Conform to the oppliccbk sections , b of the sptci/icotions ~niit/sd "Stondo~d Specdi- • ~ NS_rJVOX-~-~ ` ~ ColaAnS, Stolr 0/ CC/~ fOrnlo, D~port/11Mf 0/ rronS•
~twee~ fonts + ~ portofion " and tho /o/JO~n y sAe~ciol prows,o,a
Subgrode prepnrof,on shall bM constructed true
tr t - /-W to grade and cross section, wrM compaction of
~ ~ Standard Curb Refvrn rodws ~ ~ o de~oth al 0 SO feet
•4 ~ 3~ ~ shall be ZO lent unless Concrete stall be /o " " h ~ u ~ C ss 9 (5 sarkl and sho.I c ~ , . ~ uthMwrse atincled by the „ 0 0 ~ o have o s/un►,o tie>w~een Z• I/Z and S• I/Z , The
C ~ o > City Engineer A • ~ ~ ~ ~ su►foce shall be finshed to grade and cross
~ ~ d section with o /loot, troweled snaotA, and 3 f,nrshtd wrtA o brown. . d ~c
. • 4` ~ . ~ 3~ Corxreht shall be curnd with o ,rl►ih-pigmented
COM81HAT1ON TYPE c~rmg ~mpaund canp~►,nQ tb Sectiovf 90-7.019
• • • of the Stbv~darrt Specificof~ans. • . ~ SIDEWALK
Weoke~ed p/ar,e /dnh sAoll' be installed of ~
i * I 16ot inh~tvq/s ono expansion joints of 80 fool i Vor infiwa~s. Exponsan janfs shall be located of Vo,►. each side of o structure or►d of tht ends of
curb retwns.
Exponsran 1~ 1~IJIIr rnoterbl shop cast o~i ~4=6" mktirr~,n► in R• I .and R-2 IGnes;
preformed steps of o ab~oble, resilient Cturrporivid. 6 minwr~wn in all other Tones and .
on na/ar ufy sfre+rfs; ccrb to wv/l 'Side+eo~s shd/ de scored tb o mninw,n depM al. . where w+oll is constructed. ~ !/8" unless ofherMae directed by the Cit)►
Engineer.
•''Ex ansia~ int New Sidewalk cansfnction in bbc~rs with existing
;Gutter,.. sidewalk shall conform in di,nens;on and locotlon to thosd M place.
Curb••' ~ ~T
. ; ~ Existing sidewolAr shall be and renaved . ~ • ; . ~ r~•~ -.,i~~en~ed ~ of thr first scorng I;,~e 01 ar beyond the
. between Joints I P/onr ~ j p/ornxd joint
. ~ • ~ ~ A permit fa sidewol~t cov~strrxfion and recQn-
' , ~ ~ • ~ • . ' ~ ~ struc,'ion shall be obfoined from the Deportment ' . ~ of Public. Works and shop accompany actual work.
• Joint. , . ~ • ~ . ' ~ ~ ~ ' ' ~ ~ ~ ,4ny variance in finish, color, or material /iom
' , . ~ standard wrll regaire o special permit from ~ ~ Strut Righ -of-Way LinMM'' ~ the City Cawr►cil.
,h ~
o ~ ~ •o ~ ~ Standard Curb Retain radius Deviations from the canbinolidi Jype sidewo/k,such a ~ ~ > • ► shall br ZO feet uMes os stonda r m i t o ~ ~ s rd o sander ng ype,moy be perm,itad by
a ~ ~ ~ . , ~ ; otherwise directed by the the appropriate design prorisiahs o/ Chapter /6,~Z 3 city Epg~neey of tht Municipal Code. ~
~
~ •
. Combnotion type ~ 3 . , or. . ~ , • . ~ . ~ i STANDaRO TYPE 5' mn. s~ . '
o ~ ~6" Standard Type ~ o►
• a~n~ S~oEwA~x '1 C' s~ a l/4 inch er foot ~ ~
TYPICAL SECTION
guilder for new, remo4Je/ed, or expanded btri/dings
os set forth in Choptei /Z, 40, Section /Z. ,40.010 0l ~
the Bok!'rsfie/d Mtnlcipol Code shall providr STANDARD nct22,. ~9l concrete curbs, gutters and sidewalks according Oc~abe~ 29 ,.81
to this standard drawing. ~ ~ O ~ I ~ K. ,t~c;;uf' Such curbs, gutters and sidewalks shop be in exs- , ~ ~ A 1 ~ f~1 t.. ""joore
tend of hove their construction guoran>eed by r,~ coMe~NQ r~oN rrpF
cosh, certified check a corporate surety bond STANDARD TYPE " acre opprov~d by the City Attorney os a condition to .....w.
find! approval and acceptance by the Chief CITY OF BAKER5FIEI.D
Building /nspec>or for occupancy to the building CALIFORNIA or property. ~ . S _ 3
an+ ~sM ENGINEERING DErARTiNENT
•
.w ~oovw ~ aconQ ,~It1011 X r~ NOTES I ' I .~notM n ~nt• a/ y ~
' j ~+r• ~ t. If distance horn club to bock of sidewtrk d Ra~NM ~ ~ is t00 short to OCCOmmOdate ramp Ond d'
1--i ~ - platform as in Cast a1, the rdewdk ^wY ~ I be depressed longitudindly as in Ccuo a2
~ ~ i ~ ~ ~ or C2 a may be ridened as iA Cast C1. ~ ~ i '
~Plsttl+q u.r , -s« net• a bJ3~ y~ 2. If sidewdk ;a leas than 5' ride, the fu!! ~ SEC 1 J,V ii A'- A width of the sidewalk shdl be ddprested
~ r ~ ~ RMaltiM wA Oa Shaw11 in Case CZ. 1 ~y col N
• KI ~ T d r•~~ ~ 3• If plantMg are0 width is egad to or greoter .han romp length, .ramp sidt hw ~ i
o q _ 4a•±e.r ~ -?s!+~~ - - ~ / slope 'X' diatanca ~ 3' (See Caw C2). _
j, v~ 4. For Cases Jt and 02 the longitudind 4' portion of the sidewalk moy need to be
~zss wic-f • far e• aA depressed o: shown in Case 82 ~ ww S't' fa► s• aA d~ wa .
CASE A SECTION B- H 5. If located a" a ~ the sides of the romp neea not be pardlel, but the
8. a~ K minimum width of the ramp shdl be 4', t •
/r ~ ~ 6. The bottom of tht romp shd! hove a ~1 ~ t/4' lip at 45:
7. 11,t ramp shah hour a 11' ridt border ' 4~1 i with 1/4' grooves approximately 3,~4' o.c.
Y~ ~ ~ 3~ , i ! ~f i i~ , ~ Set grooving deal. the surfou of ramp
4 w~ r ~ ~ =I ~ ~ ~ sM ~ shall hove a tranaverst broomed surface I / i N~ i ~I 1 texture rougher than tht wrroundinq
~ ~ sidewalk except when looted in center of curb return,
i ~ & +Nhen romp is locoted in center of club
o Ftww } ~ ~ f~ d retum~ it .shah bt grooved in a herrin~- ~ 1 i 1 ~ I bast pattern with- t /4 grooves approxenote~y
t 1/Y ac. Set grooving dttoi. Grooves e e ~r ~ e M ~ should be digned pardleii to croawdk tts ~ ~ y, air d a.~ ~ ~t3 s 1 ~ a d a~ n~ strips to direct blind ptdestrians hto
~ .8J ~ a.e ~ a.e approprlats crosswalk.
CASE $1 CASE H2 9. Rapp sidt slept . aorlet w+ifarnly frarn a ' maximum of up to 12Sx at axb to con-
form with langitudind sidtMaik slept od Docent to !op of the ramp, except in
~ ! Case: C2 rt 02 Tht romp platform max bt 01'e efirninated if the gtadt does no! euttd
s•e na. ~ a "'','mat 8.33x .
fl ~ 10. BF~t1I'S -Whtn a wheefchoir romp. is ^ ~ #i ~ ~ added to on existing foulitX tt~t fopowing
s•. n•i• ~ e''r"► changes an ptrtnitttd: ~ i, I ~ ~ (A) Rapp gradi in Caa C2 may bt
5 ~ ~ ~i ~ increaad to 4~ r (8j. Other rasp gradd moy bt inueosed
I ~ ~ ~ I ~ to a maximum of 11.1 ~ (Never- ~ ~ ~s~ theiess. thty sfiould bt ae flat os w wr..I Front M~ ~ ~
~ feoable. ) I ~1 ~ ~ t (C) Where the 4' platform is not feasibls, tht
~ 1 width may be decreased to 3'.
C ! ~ sw r~.w a M bo•a1 (0) T1~e platform may be eliminated if A t ~ oar a~A r.a.n tht groat doss not exceed 8.33x.
CASE C2 CASE C1 ~ (Sidswdk lea: than 5' veldt)
Aar91 L A or di ~ ' ~ ~ ► . . •
f ~ . • ' • ~ ~ I I ~ I
• Kl SM ►iel~ )11 41N4 tart ~ '_I 1' t1b, SM Nee• 711 N~ • .
~ ~ ~ LIP DETAIL
_ j ~ . ( Set Not. 6
~ ! '
A a 8! ` ~o►va t , ~2' an A or 8 I ~ t`~ r~ d ~•n~ . ..r • ~ ~ ~T• .
. CASE Dl CASE D2 . ~ T ~ I + •
See Note ~ ` ' ~ ' • ~ ' . See Note 4 ~ ~ ~ ~ R•t•kNIM axs N n•e•w•rY ~
~ ~ GROOVING DETAIL ~r----~.-----
~ ~ r r... ~ .wtw~•w n rs
- 4~. ST 5-20-86 SECTION C-C DUNE a, : ~ . ANDARD .rte,
. R~oa~ t noioe«~wn of ~ B.J. d. . aonuocta'~ ootbn uKw•
v~ a~ ~ ~ ~ ~ ~'ltii~ 111 1~ ~1~i1nr' S 0. M.L,.
- _ p0y ~ rsa~o . R~+, u+. a~ NONE
~ CITY OF BAKERSFlELD
~ CALIFORNIA ~ 5-41 \
DETAIL H ~»►K .~...~e.: i~rlctHi~t~ oEr~rmNl~r
ST • 19
PROPOSAL
FOR
7 TRAFFIC SIGNAL AT DENISE AVENUE AND MANOR STREET
To the City Clerk of the City of Bakersfield:
The undersigned, as bidder, declares that the only persons or parties
interested in this proposal as principals are those named herein; that this pro-
posal is made without collusion with any other person, firm or corporation; that he has carefully examined the location of the proposed work, the annexed pro-
posed form of contract and the plans therein referred to; and he proposes and
agrees if this proposal is accepted, that he will contract with the City of
Bakersfield, in the prescribed form of contract hereto annexed, to provide all
;necessary machinery, tools, apparatus .and other means of construction and to do
all the work and furnish all the materials in accordance with the plans and spe-
ci f ications for the above, filed in the office of the Finance Director of the City of Bakersfield and as 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 unit prices or
lump sums set forth in the following scheduler
The undersigned further agrees that in case of default in executing
the required contract, with necessary bonds, within ten {10) days, not including
Sunday, after having received notice that the .contract is ready for signature, the proceeds of the check or bid bond accompanying his bid shall become the pro-
perty of the City of Bakersfield.
Bidder acknowledges receipt of the following addendum:
ITEM ESTIMATED UNIT 4F ITEM UNIT PRICE EX'.[~NSION
N0. QUANTITY MIEASURE (in figures) PRICE
(in f i res
1 LS Install Traffic
Signal System
2 18 TON A.C. Type B
SIGNED
Bidder
Page 1 of 2
32:61005.34 GG:lh
TRAFFIC SIGNAL AT DENISE AVENUE AND MANOR STREET
ITEM ESTIMATED UNIT OF ITEM UNIT PRICE , E~a~NSION
N0. QUANTITY M1~ASURE (in f igures~ PRICE
_ (in f i res
4 26 TON Aggregate Base, C1.2
5 2100 SF Minor Concrete,
Sidewalk
6 120 LF Minor Concrete, Curb
and Gutter, T~~pe B
7 75 CY Imported Borrow
8 75 CY Roadway Excavation
..SIGNED TOTAL $
Bidder
Company
Address
City State Zip Code
( )
Area Code Telephone Number
License No.-and Expiration Date
THE REPRESENTATIONS MADE HEREIN .ARE MADE UNDER PENALTY OF
PERJURY.
Page 2 of 2
32:61005.35 GG:lh
The Extension Price has been calculated by multiplying .the Estimated
Quantity by the Unit Price. In the case of lump sum items, the Estimated
Quantity shall be unity. The Bid Tbtal is the sum of all Extension Prices.
Bidder agrees that in case of any discrepancy between the Unit Price (s} and the
respective Extension Price(s) and/or the Bid Tbtal, the Unit Price(s) shall ;prevail, and the bid submitted shall be the correctly computed sum of all
correctly computed Extension Prices, provided, however, if the amount set forth
as a Unit Price is unintelligible or omitted, then the amount set forth. in the u
Extension Price column for the item shall be used to determine the correct Unit .
Price in accordance with the following:
(1) As to lump sum items, the amount set forth in the Extension Price column shall be~the Unit Price.
(2) As to unit basis items, the amount set forth in the Extension Price
column shall be divided by the estimated quantity for the tem and the
price thus obtained shall be the Unit Price.
LIST OF SIJBCOIdTRAC~ORS
All persons or parties submitting a bid proposal on the. project shall complete
the following form, setting forth the name andthe location of the mill, shop
or office of each subcontractor who~will perform-work or labor or render
service to the Contractor in or about the construction of the work or
improvement in excess of one-half of one (1$) percent of prime Contractor's
total bid, or TE~1 T~iOUSAND DOL]G~~RS (510,000} , whichever is greater,: and the ~portionofthe work which willbe done by each subcontractor. Thislist is to
be completedand~submitted with said bid proposal..
Subcontractor's Name Descriptionof portion
and Street Address (City,State, Zip) ~ ~ of work subcontracted _r_._.. .c
(attach additional sheets if needed)
If this proposal is accepted and the undersigned fails to execute the
aforesaid contract and to provide surety bonds and evidence of insurance acceptable to the City as is required within eight (8) days, not including
Saturdays, Sundays and legal holidays, after the bidder receives notice from the
City that the contract is ready for signature, the City may, at its option,
determine that the bidder has abandoned the bid proposal and the bidder's
security shall be forfeited and shall become the property of the City. City
.shall then be free to accept the bid of another bidder.
32:61005.36 ~ GG:lh
[This form shall be completed by all Bidders and submitted with the Bid]
TRAFFIC SIGNAL AT DENISE AVIENUE AND MANOR STREET
NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND
SUBMITTED WITH BID
State of California
~ ss:
County of ~
, being first duly sworn, deposes and
Name
says that he or she is of Title Company
the party making the foregoing bid 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."
Signature of Bidder
Business Address
Place of Residence
Subscribed and sworn to before me
this day of , 19
32:61005.37 ~ GG:lh
I
Accompanying this proposal is
(NOTICE: Insert the words "cash "cashier's check," "certified
check," or "bidder's bond," as the case may be), 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 their 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.
••••••.•••••••••••••••.•••.•••.•••••••••.•••••.•••e••••••..••.••••.••••••.••••••
Licensed'in accordance with an act providing for the registration of
Contractor's License No.
t SIGN
HERE
. Signature of Bidder
NOTE--If bidder is a corporation, the legal name of the corporation
shall be set forth above together with the signature of the officer or
officers authorized to sign contracts on behalf of the corporation; if
bidder is a copartnership, the true name of the firm shall be set forth above together with the signature of the partner or partners
authorized to sign contracts in behalf of the copartnership; and. if
bidder is an individual, his signature shall be placed above. If
signature is by an agent, other than an officer of a corporation or a
member of a partnership, a Power of Attorney must be on file with
the City Clerk of the City of Bakersfield prior to opening bids or
submitted with the bid; otherwise, the bid will be disregarded as
irregular and unauthorized.
Business Address
Telephone No .
Place of Residence
Dated 19...,.
32:61005.38 GG:lh
BIDDER'S BOND TO ACC~IPANY PROPOSAL
(Not necessary if cash or certified check is with bid)
KNOW ALL MEN BY T~3ESE PRESENTS:
That we
as principal, and
as surety,
are held and firmly bound unto the City of Bakersfield, a~body politic and
corporate of the State of California, in the sum of
dollars ) ,
to be paid to said City, for which payments, well and truly to be made; we bind
ourselves, our heirs, executors and administrators, successors or assigns,
jointly and severally by these presents,
THE CONDITION OF THIS OBLIGATION IS SUCH:
That if the certain proposal, hereunto annexed, to construct
in the City of Bakersfield as referred to in the NOTICE TO
CONTRACTORS attached hereto, is accepted by the Council of said City and if the
above bounden principal, heirs, executors, administrators, successors and
assigns, shall duly enter into and execute a contract, to construct said
improvements aforementioned, and shall execute and deliver the two bonds
required by law, .within ten days (not including Sunday) from the date of a notice
to the above bounden principal, that said contract is ready for execution, then
this obligation shall become null and void, otherwise it shall be and remain in
full force and effect.
IN WITNESS WHEREOF, we have hereunto set our hands and seals this day
of , 19
(Seal)
(Seal)
(Seal)
32:61005.39 Page 1 of 2 GG:lh
STATE OF CALIFORNIA } ss.
COUNTY OF
On this day of 19......, before me,
a notary public in and for the County of State of
California, personally appeared
% / personally known to me / /proved to me on the basis of
~ satisfactory evidence
to be the person whose name is subscribed to the within instrument as
the Attorney in Fact of
and acknowledged to me that he subscribed the name of
..........................................thereto as surety, and his own
A name as Attorney in Fact.
l
IN WITNESS WHEREOF I have hereunto set my hand and offixed my
official seal the. day and year in this certificate first above written.
Notary Public in and for said County and.. State
32:61005.40 ~ Page 2 of 2 GG:lh
GUARANTEE
TRAFFIC SIGNAL EQUIPMENT
CITY OF BAKERSFIELD
Department of Public Works
1501 Truxtun Avenue, Annex Building
Bakersfield, California 93301
In accordance with the terms of Contract No. , for:
TIR,AFFIC SIGNAL AT DENISE AVENUE AND MANOR STREET ,
awarded on , between the City of Bakersfield (hereinafter
referred to as the. City), and the undersigned, which contract provides for the
installation of lighting and/or traffic signal system , and
under which contract the undersigned has furnished and installed such system,
the following guarantee of the said system is hereby made.
Should any of the equipment installed pursuant to said contract,
except lighting elements, prove defective or should the system as a whole prove
defective, due to faulty workmanship, material furnished, or method of installa-
tion, or should said system or any part thereof fail to operate properly, as
planned, due to anyfof the above causes, all within, (1)-year after. date on which
said contract is accepted by the City, the undersigned agrees to reimburse the City, upon demand, for its expenses incurred in restoring said systems to the
condition contemplated in said contract, including the cost of ariy equipment or
materials replaced, or, upon demand by the City, to replace any such equipment.
and repair said systems completely without cost to the City, so that they will
operate successfully as originally contemplated.
The City shall have the option to make any needed repairs or replace- merits itself or to have such replacements or repairs done by the ,undersigned..
Prior to such replacement or repair work being done by the City, the undersigned
shall have the option to make any needed repairs or replacements. In the event
the City elects to have said work performed by the undersigned, the undersigned
agrees that the repairs shall commence to be made~and such materials as are nec-
essary shall commence to be furnished and installed within Twenty-Four (24}
hours of the date specified in the City's written notification. Contractor
shall prosecute with due diligence~to complete the work within a reasonable period of time, as specified in .the. City's written notification.
Said system will-be deemed defective within the meaning of this guar-
antee in the event that they fail to operate as originally intended by the manu-
facturers thereof and in accordance with the plans and specifications included
in said contract.
Date ~ Contractor's Signature
Firm
Address
32:61005.41 GG:lh
GUARANTEE
V MATERIAL AND WORKMANSHIP
_ CITY OF BAKERSFIELD
Department of Public Works
1501 Truxtun Avenue, Annex Building
Bakersfield, CA 93301
In accordance with the terms of the Contract for:
TRAFFIC SIGNAL AT DENISE AVENUE AND MANOR STREET ,
awarded on , between the City of Bakersfield (hereinafter
referred to as "City"), and the undersigned, which contract provides for the .
installation of ~
and other facilities and under which contract the undersigned has installed such . facilities, the following guarantee of the said facilities is hereby made:
When the project is completed and accepted, we guarantee the
same to be free from imperfect workmanship and/or materials, and we
agree to repair and/or replace at our own cost and expense, any and
all such work, and/or materials which may prove defective in
workmanship or materials within a period, of one (1) year from the date of acceptance of the .above named construction project, ordinary wear
and tear or neglect excepted. We also agree to repair and/or replace,
at our own cost and expense, any work and/or materials that we may
disturb or displace in making good, such. defects.
Within twenty-four (24) hours after being notified in .
wrttin by the City or the City's representative, or the agent of 9 either of them, of any defects in said work or materials, we agree to~
.commence and prosecute with due diligence, all work necessary to
fulfill the terms of this guarantee and to complete the work within a
reasonable- period of time, .,and in the event of our failure to so
comply, we collectively and expressly do.hereby authorize the City
and/or the City's representative, or the agent of either of them, to
proceed to have such work done at our expense and we will honor and
pay the cost. and charges therefor upon demand,
This uarantee is made expressly for and runs to .the benefit of both 9 ~
the Clty of the above mentioned construction project and the City s
representative, and shall be enforceable by either of them.
DATED _ _ Contractor's Name
Authorized Signature
32:61005.42 GG:lh
HOLD H~4RNILESS AGRF~NT
CITY OF BAKERSFIELD
IT IS HEREBY AGREED that ~ ,agrees to
indemnify and hold harmless the City of Bakersfield, its. agents, employees or any
other persons against loss or expense including attorneys fees, by reason of the
liability imposed by law upon the City, except in cases of the .City'ssole
negligence, for damage because of bodily .injury, including death at any time
resulting therefrom, sustained by any person or persons, or on account of damage
to property arising out of or in consequence of
. (agreement name)
IT IS FURTHER UNDERSTOOD AND AGREED that the Contractor shall (at the
option of -the City) , defend the City of Bakersfield with. appropriate .counsel and
shall furt'eer bear all costs and expenses, including the expense of counsel, in
the defense of any suit arising hereunto.
. DATED
Contractor's Name
Authorized Signature
32:61005943 c;:In
L
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CONTRACT N0.
TRAFFIC SIGNAL AT DEl~1ISE AVENUE AND MANOR STREET
CITY OF BAKERSFIELD
THIS AGREF~MENT, made and entered into on ► by
and between the CITY OF BA~E~~RSFIELD, a municipal corporation, hereinafter called
"City," and ,hereinafter called "Contractor";
4
WITNESSETH:
WHERI~AS, City has duly advertised for sealed proposals for
within the City of Bakersfield. On ,the contract was
awarded to Contractor upon his properly executed bid; and
WHERI ~AS, ~m~ of the conditions of said .award requi red a f ormal contract
to be executed by and between City and. Contractor.
NOW, THEREFORE, it is mutually agreed by and between the parties hereto
as follows
w ARTICLE I
Contractor agrees to furnish supplies, equipment, labor and materials
J for ~ within the City of Bakersfield.
ARTICLE II
'The ,following shall be deemed to be part of t'nis contract as if fully
set forth herein:
1. Notice to Contractors
2. Special ,Provisions
3. Bid Proposal
4. Bidder's Bond
5. Performance Bond
6. ,Material and Labor Bond
Letters of transmittal, if any
8. All provisions required by .law to be inserted in this contract whether actually inserted or not.
9. Hold Harmless Agreement
10. Current PW1 (if required by Specifications)
32:61005.44 -1- GG:lh
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to.be
executed, the day and year first-above written.
"CITY" ".CONTRACTOR"
CITY OF BAKERSFIELD
By BY
CLi~ZENCE E. MEDDERS, Mayor
APPRt~VED AS TO FORM:
By
City Attorney .
APPROVED AS TO CONTFJN'Ts
By
Public Works Director
COUNTERSIGNED:
By
Finance Director
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'Ib be com leted by the Contractor, if he elects to substitute securities in lieu. P
of retention] .
ESCRC~T AGREF~' 'NT
FOR
SE~"URITY DEPOSITS IN LIEU OF RETENTION
THIS ESCRC~1 AGREEMENT is made and {entered into by and between
whose address is ~ ►
hereinafter called "Owner",
whose address is
hereinafter called "Contractor" and
whose address is
'Hereinafter called "Escrow Agent".
For the consideration hereinafter :~,~t forth, the Owner, Contractor, and
Escrow Agent agree as follows: ~ .
1. ~ Pursuant to Section 22200 of the Public Contract Code of the State
of California, Contractors has. the option to deposit securities- with Escrow Agent
.as a sc~bstit3ate for retention earnings required to be withheld by Owner pursuant
to the Construction C,ontra.,t entered into ~~tween the Omer and Contractor far
in the amount of ~ dated thereinafter referred to
as the "Contract"). When Contractor deposits the securities as a su'stitute for
Contract earnings, the Escrow Agent stzalt notify the OWr~~i" within ten (10) days
of the deLcosit. The market value of the securities at the tine of the su'esti tut ion shall ~xa at least equa_1 to the cash amo~~rlt t'nen required to be
withheld asretenti,~n ender the ter~ais of t'ne Contract between the Owner and
Contractor. Securities shall be 'Held in t'ne name of
and. shall designate the Contractor as the 'r~enefticial owner,
2, The Owner shall rnakz progress payments to the Contractor for sash
funds which otherwise would be withheld from progress payments pursuant to the
Contract rovisions, provided that the. Escrow Agent hold securities in the form p and amount specified above,
3. Alternatively, the Owner may make payments directly to Escrow
A ent in the amount of retention for the benefit of the Owner until such time as . g
the escrow created he rE~under ~ is terminated,
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4. Contractor shall be responsible for paying all fees for the
a ex rises incurred by Escrow Agent in administering ~'ne ~~scCz~w account., These expenses and payment terms shall be~determined by the Contractor and Escrow
Agent,
5. 'The interest earned on the securities or the money market accounts
held in escrow and all interest earned on that interest shall be for the sole
account of Contractor and shall be subject to withdrawal by Contractor at any
time. and from time to time. without notice to the Owner.
6. Contractor shall have the right to withdraw all or any part of the
rincipal in the Escrow Account only by written .notice to Escrow Agent p
accompanied by written authorization from Owner to the Escrow Agent that Owner
consents to the withdrawal of the amount sought to be withdrawn by Contractor.
7, The Owner shall have a right to draw upon the securities in the
event of default by the Contractor. Upon seven (7) days' written notice to the Escrow Agent from the Owner of the default, the Escrow Agent shall immediately
convert the securities to cash and shall distribute the cash as instructed by the
Owner.
8. Upon receipt of written notification from the Owner certifying
that the Contract is final and complete, and that t'ne Contractor has complied
with all requirejnents and procedures applicable to the Contract, Escrow Agent shall rel.ease.to Contractor all securities .and interest on deposit less escrow
-fees and charges of t'ne Escrow Account, T'ne escrow shall be .closed immediately
upon disbursement of all moneys and securities on deposit and-payments of fees
y and charges.
9. Escrow Agent shall rely on the written notifications from the.
' Ow.rler and the .Contractor pursuant to Sections (4) to , inclusive, ~~f t'nis agreement and t'ne Owner and Contractor sha l hold Escrow Agent harmless from
Escrow Agent's release and disbursement of the securities and interest as set
forth a'aove,
10. The names~of the persons who are authorized to give written notice
or receive written notice on behalf of the Owner and on behalf of Contractor in
connection with the foregoing, and exemplars of their respective signatures, are as follows:
On~ behalf of Owner : On ,behalf of Contractor
Title Title
Name Name
Signature Signature
Address Address
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On behalf of Escrow Agent:
Title
Name
Signature
Address
. At the tune the Escrow Account is opened, the Owner and Contractor
shall deliver to the Escrow Agent a fully Pxecuted counterpart of this
Agreement.
IN WITNESS WHEREOF, the parti~Ps have .executed this Agreement by their proL~x~ ~ ` ` i.;~~-~ r~ 5 ~~n r'~,~ ;~a i:e ~ i r st set forth above.
Ocaner Contractor
Title ~ . ~ ~ Title
Name ~ Name
Signature Signature .
NOTE: THIS PART SHALL REMAIN IN ElE'F~' T ONLY UNTIL JANUARY 1, 1992, AND AS OF
. THAT DATE IS REPEALED, UNLESS A LATER ENACTED STATUTE, WHICH IS
Clf~'~PTERED ON OR BEFORE JANUARY 1, 1992, DELETES OR EXTENDS THAT DATE..
32:61005.48 -3- GG:lh
FAITHFUL PERFORCE BOND
FEW ALL MEN BY THESE PRESENTS, THAT,
' ~ WHEREAS, the CITY OF BAKERSFIELD, California, a municipal corporation,
hereinafter d?signated the "Owner," has, on , 19~,
awarded to a
corporation organized and doing business under and by virtue of the laws of the
.State of California, hereinafter c~Psignated as the "Principal," a contract for the ;and
WHEREAS, said Principal is required. under .the terms of said contract
to furnish. a bond for the fait'c~f ►.~1 pe_r Formance of said contract:
NC~1,. THEREFORE, WE, the Principal, and
, as Surety, are held and firmly bound unto the Owner in
the sum of (100 OF AMOUNT AWARDED AT COUNCIL NIEETING~
lawful mone of the United States, for the. payment of which surn, well and truly Y ,
to be made,. we bind ourselves, our heirs, executors, administrators, and.
successors, jointly .and severally, firmly by these presents:
THE CONDITION OF .THIS OBLIGATION IS SUCH, that if t'r.1e a'~xwP mentioned
Principal; '~~s ~~r .its heirs, executors, administrators, successors, or assigns, shall in all t~~tn~~5 stand to and a'oide by,- and .well and truly keep and
f_athfully perform the covenants, conditions, and agrt~ements in the. said - .
contract and any alterations made as therein pz~wided, on his or t'nei r. ~~ar. i;, .to
be ke t and p~rfor=~~~~ ~'z,~ 1,;~,~ ~~~1.,~ t .1 s:'~:-a ,1,~.~~nE~~ ~~~erein specified, and in p
all respects according to their cr_ intent an~~ ~,~~~ar~~.~i~~, an~~ s'~all in~~mnify and
save harmless, the. Owner, -its officers ~~n~~ ,~~~t-~,1 ~:'n~_r_ein stipulated, then
this obli ation shall 'oec~me null and void; otherwise it shall be and remain in g full force and, virtue and Principal and. Surety, in the event s~~it is brought on
this bond, will pay to the-Owner such reasonable attorney's fees as shall 'ce
fixed by the court,
As a condi lion precedent to the saris cac,tory completion of the said
contract, the above obligation in the said amount shall hole good for' a period
of one (1) year after the ~~~~~npletion and acceptance of ~'r~e said ~~or'~, during which time if the above. mentioned Principal., ~iLS or its heirs, executors,
administrators, successors, or assigns shall fail to make full, complete, and
satisfactory repair and replace~~ents or totally protect the said Owner from loss
of damage made evident during said period of one year ~ rapt t'ne date o:~
acceptance of said work, and resulting from or caused by defzctive materials
and/or faulty workmanship in the prosecution of the work done, t'ne a'OOVe
obligation in the said amount shall relnain in dull Corce and effect. However,
anything in this .paragraph to the contrary notwithstanding, the obligation of the Surety hereunder shall continue so long as any obligation of the Principal
remains, .
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And the said .Surety, for value received, hereby stipulates and agrees
.that no change, extension of time, alteration, or addition to the terms of the
_ contractor to the work to be performed thereunder or the specifications
accompanying the same shall., in any way, affect its obligations on this ~x~n~~,
and it does hereby waive notice of any such change,. extension of time, alteration,
or addition to the terms of the contra~;t or to the work or to t'ne spec ~ E ic.ations.
Said Surety hereby waives the provisions of Sections 2819 and 2945 of the Civil
Code of the State of ralifornia.
As a part of the o'Qtigation secured 'nereby and in addition to the
amount specified therefor, there shall be included costs and reasonable expenses
and fees, including reasona'le attorney's fees, incurred by the Owner in
successfull enforcing such obligation, all to be taxed as costs and included in Y
any judgement rendered.
IN WITNESS ~THE~~c)~', the above mentioned parties have executed this
instrument under t'neir seals this day of ,the
name and corporate seal cif eac'n corporate party being hereto affixed and these i
. presents duly signed by its undersigned representative, pursuant to authority of
. its governing body. .
Principal
By•
Sear Signature for Principal Title
Surety
By
(Sear Signature for Surety Title
(Attach notarization form for eac'n rewired signature.)
Page 2 of 2
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J4• Vi.VV./• .!V
MATERIAL -LABOR BOND
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KNCJW ALL MEN BY THESE PRESII~1'I'S , THAT, WHEREAS , the CITY OF
BAKERSFIELD, County of Kern, State of California, hereinafter designated the
"Owner," has, on (DATE OF COUNCIL MEETING,) ,awarded to
(NAME OF CONTRACTOR
~ier~-~inafter designated as the "Principal," a contras;t for the construction of
TRA~"~' I C S IGt~IAL AT DENISE AV~N(J h~ AND ~ZA~10R STRE ~
r ~ t ~ WHEREAS, said Principal ~s re,~~~t c~~ ~~c~~'nl.:;~1 a c~7nc~ In connection
and with said ~;ontrac;t, providing that if said Principal, or any of 'pis or its
subcontractors, shall fail to pay for any materials, provisions, or other
supplies used in,.upon, for, or about the performance of the wor'~ contracted to
'Oe ~~on~, or for any ~aor?: 1~~,~.~~• ~~t)~1~'r.~lereon of any kind, the Surety of this
pond will pay the same to t'Ze axtent ~zer~a~.,la~ 'rc-?~' Sz'C f~r_ t'n:
Na`J, THEREFORE, WE, the Principal, and (LEAVE, BLANK FOR
BONDING COMPANY , as Surety, are held and firmly bound unto the
Owner the p~n~~l s~~~n of (50~ OF A~~IOUNT AWARDED AT COUNCIL MEETINGS dollars
)lawful money of the .United States, for the payment of which sum
well and truly to be made, we bind ourselves, our heirs, executors,
~~d~~ninistrators, and successors, jointly and severally, firmly by these presents.
THE CONDITION OF-THIS OBLIGATION IS SUCH,. that if said Principal,. his
or its heirs, executors, administrators, successors, or assigns, shall fail to
.pay for any materials., provisions, or other supplies used ih, ~~oon, for, or
about the performance of the wor'~ contracted t~~ 'De z~t~ne, or for any work o.r
labor ther~or~ c)~ any 'rind or For any mount due under the Unemployment Insurance Code with respect to work or labor performed i~r1c~~='r t'.~1e contract, or for any
amounts due, or to be wit'nil~ld pursuant to Sections 1$806 of the Revenue and
Taxati~~n ^ode chi zhe State of Cal ~ ~ c~_r~lid wit'n ~re~pect to such wor'~ or labor, as
rewired by the provisions of Chapter III, Division V, Title. I of the Government
Code of the State of Cat i f~~r. pia, or wi t'n respect to any work or labor for which
a bond is required by t'ne provisions of Sections 3247 through 3252. of the Civil
Cede of the State of California, and provid~~~~ ~.j~at the .persons, companies, or corporations so furnis~lin~3 :~a~d mater_ials, provisions, or other s~~L~p1it~5,
appliances, or power use, in, upon, for, or about the performance of the work
contracted to be executed or performed, or any person who performs wor!~ or labor
upon same, or any person who supplies both wor'►~ and materials, thereto, shall
have complied with the provisions of saiC~ Civil Code, then said Surety will pay
t'ne same in or to an amount not exceeding the a~n~~~~r.l t '1e re i na'eove set forth, and
also will pay in case suit 'oroug'nt upon this k~n~~, s~~~;'n reasona'ele attorney's
fees to t'ne ~rner as shall be fixed by the court.
32:61005.51 1 GG:lh
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