HomeMy WebLinkAbout1994 Special Provisions Project 91014COPY N0.
CITY OF BAKERSFIELD
CALIFORNIA
NOTICE TO CONTRACTORS
SPECIAL PROVISIONS
BID PROPOSAL AND CONTRACT
FOR
TRAFFIC SIGNAL ON MONTEREY STREET AT HALEY STREET
8ID OPENING:
DATE May 25, 1994
TIME 11:00 A.M.
PROJECT N0. 91014
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DEPARTMENT OF PUBLIC WORKS ~ ~ ~~.~~s
CITY OF BAKERSFIELD ~ ~ ~ ~ 1501 TRUXTUN AVENUE
~ BAKERSFIELD, CA 93301 3
~x~ ~ Telephone: (805) 326-3724 ~ ~
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CITY OF BAKERSFIELD
DEPARTMENT OF PUBLIC WORKS NOTICE TO CONTRACTORS
SEALED PROPOSALS will 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 M~a ► 25
1994 to be publicly opened and read immediately thereafter in the City Council Chamber, for the following
work:
TRAFFIC SIGNAL ON MONTEREY STREET AT HALEY STREET
Plans and specifications, and forms of proposal, bonds, and contract, maybe obtained at the office of
the Purchasing Officer by posting a refundable deposit of Zero Dollars ($0.00) for each complete set. Refund
of deposit will be made provided the plans and specifications are returned to the Purchasing Officer within
twenty-one (21) days from date of bid opening and the documents are in reasonable good condition. The City
assumes no responsibility for non-receipt of bids due to any delay, including but not limited to carrier delay. It is the bidder's responsibility to meet the deadline stated above.
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 sand Section 2 of the Standard 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 Class C-10 Contractor's License at the time this
contract is awarded.
The work completed shall be done in accordance with the Standard Specifications of the Department
of Transportation, Business and Transportation Agency, dated July,1992, 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 of
California 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.
GENERAL DESCRIPTION OF WORK
The work to be performed consists, in general, of installing a Traffic Signal and Lighting System with
Signal Interconnect conduit.
CITY OF BAKERSFIELD
FRED L. KLOEPPER
Acting Public Works Director
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CITY ~OF BAKERSFIELD, CALIFORNIA
DEPARTMENT OF PUBLIC WORKS
SPECIAL PROVISIONS
SECTION 1-DEFINITIONS AND TERMS
1-1-.O1 GENERAL. This work embraced herein shall be done in accordance with the Standard
Specifications entitled "State of California, Department of Transportation, Standard Specifications, July,1992,"
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 TERMS. All definitions and terms in Sections 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,
Transportation and Housing Agency, dated July,1992.
State -The City of Bakersfield.
State Contract Act -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 Z. PROPOSAL REQUIREMENTS
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, unti111:00 o'clock A.M. on M= 25 1994 sealed proposals for
TRAFFIC SIGNAL ON MONTEREY ST. AT HALEY ST.
Z-1.OZ 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 or 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, SPECIFICATIONS, SPECIAL PROVISIONS, AND SITE OF
WORK. The bidder is required to examine carefully the site of work, the proposal, plans and specifications, and
contract forms. It will be assumed that 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 special provisions, and the contract. It is mutually agreed that
the submission of a proposal shall be considered prima f acie evidence that the bidder has made such
examination.
Z-1.04 REJECTION OF PROPOSALS CONTAINING ALTERATIONS, ERASURES OR
IRREGULARITIES. Proposals maybe 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 maybe 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 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.
Z-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 X10%) of the amount of said bid, and no bid shall be considered unless such Proposal Guaranty is
enclosed therewith.
Z-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.
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Z-1.08 ONIISSIONS 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.
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 a new 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.
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 f ederal 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
ref erred to in this section within the preceding three years.
- A form for the statement required by Section 10285.1 is included in the proposal.
2-1.12 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 any individual, firm, partnership, corporation or combination thereof is
interested in more than one proposal for the work contemplated may cause the rejection of all proposals in
which such individual, firm, partnership, corporation or combination thereof is interested. If there is reason for believing that collusion exists among the bidders any or all proposals maybe rejected. Proposals in which the
prices obviously are unbalanced maybe rejected. .
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SECTION 3.AWARD AND EXECUTION OF CONTRACT
3.1.01 GENERAL. The award of the contract, if it be awarded, will be to the lowest responsible
bidder. 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 CONTRACT. The award of the contract, if it be
awarded, will be made within forty-five (45) 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 good and sufficient bonds insured by an admitted surety insurer as set forth in Title XIV, Chapter 2, Article 6 of the California Code of Civil
Procedures. One of the said bonds shall guarantee the faithful performance of the said contract by the
Contractor and shall be in an amount equal to one hundred percent (100%} of the contract price. The other of
the said bonds shall be in an amount of fifty percent (SO%) of the contract price and shall guarantee payment
to laborers, 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 GUARANTEES. Within ten (10) days after the award of the
contract, the City 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 will 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, TIlVIE 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.Ob, "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 after receiving written notice to proceed. The Contractor shall diligently prosecute the
same to completion before the expiration of 35 working days.
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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 $20_0 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.
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.
The Contractor shall furnish the Engineer with a statement from the vendor that the order for the electrical materials required for this contract has been received and accepted by said vendor,
and said statement shall be furnished within fifteen (15) calendar days from the date of the
contract. Said statement shall show the date or dates the electrical materials will be shipped.
No work shall begin on the project without prior written approval of the Engineer until all
components necessary for operation of the signal system are on hand. The Contractor will be granted an
extension of time and will not be assessed with liquidated damages or the cost of engineering and inspection for any portion of the delay in completion of the work caused by manufacturing time should approval be given
to begin prior to delivery of all signal system components. The number of days extension shall be the working
days between the date as determined according to Special Provisions, Article 4-1.01, and the date of receipt of
all components as determined by the Engineer. Upon receipt of all components, the Contractor shall notify the
Engineer in writing and the Engineer will order start of work in writing.
SECTION S -GENERAL .
5.1.01 STATE CONTRACT 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 2039b 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
exceedstwenty-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 after 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.
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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:
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 of 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. FIFTY DOLLARS ($50) pursuant to Section 1775 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. TWENTY FIVE DOLLARS {~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 7-1.01A(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 7-1.01A(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 in the special provisions.
5-1.07 APPRENTICES. The Contractor's attention is directed to Article 7-1.01A(5),
"Apprentices," of the Standard Specifications.Rll Contractors and Subcontractors shall comply with the
provisions of Labor Code Sections, 1777.5,1777.b, and 1777.7 relating to the employment of apprentices.
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If the Contractor does not have a union contract which provides for apprentices, the Contractor
and all Subcontractors shall submit one of the following:
1. A copy of a "REQUEST FOR AN APPLICATION FOR A CERTIFICATE OF APPROVAL TO EMPLOY AND TRAIN APPRENTICES ON PUBLIC WORKS." This request shall be
submitted to the local Department of Industrial Relations, Division 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 TWENTY-FIVE
THOUSAND DOLLARS ($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 any 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 7-1.01I, "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 b:00 A.M., shall not exceed 8b dbA at a distance of 50 feet. This requirement in no way relieves the Contractor from
responsibility for complying with local ordinances regulating noise level.
Said noise level requirement shall apply to all equipment on the job or related to the job,
including but not limited to trucks, transit mixers or transient equipment that may or' may not be owned by the
Contractor. The use of loud sound signals shall be avoided in favor of light warnings except those required by
safety laws for the protection of personnel.
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. 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
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. Monday through Friday. 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, which requires inspection services for more
than an eight (8} hour work day, or on holidays or weekends, the Contractor will be charged for all associated
overtime charges and said charges may be 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 CONTRACTOR'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.
5-1.13B 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 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 liability 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;
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Workers' compensation with statutory limits and employer's liabilitXinsurance with limits 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 policies 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. .
S•1.14 CONTRACTOR'S AUTHORITY. At the preconstruction meeting, the Contractor shall.
provide the City with the foreman's or superintendent's name who will be in charge of this project.
5.1.15 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.
S•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.
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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 in the special provisions.
5-1.18 SUSPENSION OF CONTRACT. 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
12
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 annul 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 forfeiture 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 the contract 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.
3-1.19 TEMPORARY SUSPENSION OF WORK. The Engineer shall have the authority to
- suspend the work wholly or in part, for such period as he may deem 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 maybe necessary to protect the City
from loss due to causes including but not limited to the following:
a. Def ective work not remedied;
b. Claims filed or information reasonably indicating probable filing 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.
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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 (30) 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 GUARANTEE 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 24-1.11, "PAYMENT'.
Tenth paragraph of Section 39-8.02, "PAYMENT'.
5-1.23 HAZARDOUS MATERIALS. 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
b-1.01 GENERAL. Control of materials shall conform to the provisions in Section b, "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.
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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.
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
requirements of the permits shall govern over the conflicting requirements of 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 COMPLIANCE. 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 7-1 GENERAL
7-1.01 ORDER OF WORK. Order of work shall conform to the provisions in Section 5-1.05,
"Order of Work," of the Standard Specifications and these special provisions.
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 10 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 au signs shall be in place.
7-1.02 OBSTRUCTIONS. Attention is directed to Section 8-1.10, "Utility and Non-Highway
Facilities," of the Standard Specifications, the plans, 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
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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 f acilities 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 services 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 maybe allowed.
Prior to commencement of any phase of construction involving landscaping or irrigation systems,
the Contractor shall contact the City Parks Division at 32b-3117 for the purpose of ascertaining the locations
and current operational status of all landscape irrigation wiring, mainlines, laterals and other facilities.
Due care shall be taken to minimize damage to existing irrigation systmes and plant materials.
The Contractor shall be responsible for repairing and reconnecting severed or damaged lines and/or wiring and replacement of damaged plant material at his own ,cost. In the event of interruption of irrigation operations
due to damage by the Contractor, the Contractor shall be responsible for maintaining the health of plant
material in the area for the duration of irrigation interruption.
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 may be 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 allov~ance
will be made therefor.
Except in the case of extrawork, full compensation for conforming to the requirementsof 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. N[AINTAINING TRAFFIC. 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 them immediately 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.
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Street Direction of Travel H_
MONTEREY STREET ONE-WAY 8:30 - 4:00
HALEY STREET BOTH 8:30 - 4:00
Where construction operations are actively in progress, a minimum of one traffic lane, not less than twelve
feet in width, shall be open for use by public traffic. Where construction operations are not actively in
progress not less than two such lanes shall be open for use by public traffic. Public traffic may be permitted
to use the shoulders and, if half-width construction methods are used, may also be permitted to use the
side of the roadbed opposite to the one under construction. No additional compensation will be allowed
for any shaping of shoulders necessary for the accommodation of public traffic thereon during paving
operations.
In order to expedite the passage of public traffic through or around the work and where ordered by the
Engineer, the Contractor shall, at his own expense, furnish, install and maintain construction area signs,
lights, flares, temporary railing {Type K}, barricades, and other facilities for the sole convenience and
direction of public traffic. Also, where directed by the Engineer, the Contractor shall furnish competent
flagmen whose sole duties shall consist of directing the movement of public traffic through or around the
work. When deemed necessary by the City, the signs "Road Construction Ahead," No. C-18, and "End Construction," No. C-13, shall be furnished, installed and maintained by the Contractor at locations as
directed by the Engineer at least 48 hours in advance of any construction.
The Contractor shall report all accidents to the Engineer.
PAYIVIENT. Full compensation for conforming to the requirements of this article shall be considered as
included in the prices paid for various items of work and no additional allowance will be made therefor.
7-1.04 EXISTING HIGHWAY FACILITIES. The work performed in connection with various existing
facilities shall conform to the provisions in Section. l5, "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 that existed prior to construction.
Existing City highway signs and street markers shall be placed in their permanent position by the
Contractor's forces prior to completion of construction. Signs removed from the project area shall be delivered to
the City Corporation Yard at 4101 Truxtun Avenue.
PAYIVIENT. Full compensation for conforming to the requirements of the two preceding 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 REMUVE TRAFFIC STRIPES AND PAVEMENT MARKINGS. 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.
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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.
Full compensation for furnishing and applying fog seal coat 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 for Striping and Marking Removal 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 ROADSIDE SIGNS. Roadside signs shall conform to the provisions in Section 56-2, "Roadside
Signs," of the Standard Specifications and these special provisions. .
Miscellaneous roadside signs shall conform to City Standard T-19. Where sign posts are placed within
concrete sidewalk the sidewalk shall be core drilled. Roto hammering or other similar methods will be
permitted provided that the perimeter of the damaged area is sawcut to the limits required to form a neat .
finish as directed by the Engineer. Signs shall be installed as shown on the plans. Sign panels shall be mounted on posts with Hawkins M2G series bolt and vandal proof nut assembly or equal. Roadside signs
intallled per Std. t-19 shall be located within sidewalk b" from back. Signs mounted on signal or other
poles shall be attached with stainless steel strap and vandal proof bolt and nut assembly.
W_~ and Re~ulatory si ns panels shall be mounted on posts with Hawkins M2G series bolt and vandal
proof -nut assembly or equal. Roadside signs installed per Std. T-19 shall be located within sidewalk b" from back. Signs mounted on signal or other poles shall be attached with stainless steel strap and vandal
proof bolt and nut assembly.
MEASUREMENTAND PAYMENT. Miscellaneousroadside signs shall be paid for at the contract per unit
for Roadside Sign (GSP Post).
Installation of one or more sign panels mounted on a single post shall be counted as one roadside sign (GSP Post).
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7-1.07 OVERHEAD SIGNS. Overhead signs shall conform to the applicable provisions in Section 56,
"Signs," of the Standard Specifications and these special provisions.
Mast-arm hangers for street name signs will be furnished and installed by the City.
Street name suns 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.
7-1.08 REMOVE CONCRETE. Removing concrete shall conform to the provisions in Section 15,
"Existing Highway Facilities," 16, "Clearing and Grubbing," and 19-1.04, "Removal and Disposal of Buried Man-
Made Objects," of the Standard Specifications and these special provisions.
Concrete removed shall be disposed of in accordance withthe provisions in Section 7-1.13, "Disposal of
Material Outside the Highway Right of Way," of the Standard Specifications.
MEASUREMENT AND PAYiViENT. Full compensation for conforming to the requirements of this
article shall be considered as included in the various items of work and no additional compensation will be
made therefor. .
7-1.09 MISCELLANEOUS CONCRETE CONSTRUCTION. Portland cement concrete curbs, median
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.
MEASUREMENT AND PAYMENT.
Quantities of Minor Concrete (Curb and Gutter} shall be paid for at .the contract price per linear foot.
Measure of which shall be the actual lengths in the field, including breakdowns for wheelchair ramps.
Quantities of minor concrete required for wheelchair ramp construction shall be paid -for at the contract
price per square foot of Minor Concrete (Sidewalk}.
The above prices and payments shall include full compensation for furnishing all, labor, materials, tools,
equipment, and incidentals, and for doing all the work involved in constructing curb, sidewalks, gutter
depressions, and curb ramps complete in place, including pavement removal and tie-in per Standard S-6, concrete removal, subgrade preparation, as shown on the plans, and as specified in the specifications and the
special provisions, and as directed by the Engineer.
7-1.10 FENCE RELOCATION. Fence shall be relocated as shown Qn the plans and shall conform to
the rovisions of Section 80, "Fences", of the Standard Specifications and these special provisions. P
Concrete curb mow strip at base of fence shall be installed as shown on~ plans and shall conform to
City of Bakersfield Standard S-10.
PAYMENT. Full compensation for fence relocation and concrete curb 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.
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7.1.11 TRAFFIC DELINEATION. Immediately after any construction where delineation is obliterated
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.
Temporary delineation 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 overlay.
A striping plan will be made available to the Contractor when traffic delineation is to be modified by the City.
PAYIViENT. 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 7-2 TRAFFIC SIGNALS AND LIGHTING
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.
When foundations are to be abandoned as shown on the plans the last paragraph of Section 8b-2.03,
"Foundations", shall be amended to read:
When foundations are to be abandoned, the top of foundation, anchor bolts, and conduits shall be
removed to a depth of not less than 3-feet below the surface of sidewalk or unimproved ground. The resulting hole shall be backfilled with material equivalent to the surrounding material.
7.2.02 CONDUIT. Conduit shall conform to the provisions in Section 8b-2.05, "Conduit," 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 b 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 quality 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
20
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 surface will be allowed on the top 0.20 feet until such a
time as the permanent asphalt surface is placed.
De endent upon adverse soil conditions or other circumstances encountered at the time of
P construction, the Engineer may specify which of the above methods maybe 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 8b-2.0.8, "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. .
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 Sp ' 'cations and these special provisions.
Unless otherwise noted, service shall be as shown on the plans and shall be furnished with 70 amp,
240 volt, 3 pole .main breaker and the following branch circuit breakers:
No. Am s Phase Volts Branch Me.-
1 50 1 110 Traffic Signal (Monterey at Haley} Yes
. 2 SO 1 110 Traffic Signal {Niles at Haley} Yes
3 20 1 110 Lighting {Serving both intersections}No
. The En 'Weer will arran a with the serving utility to complete service connections to service points
~ g 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 COMPLETION AND LIQUIDATED DAMAGES" of these special provisions.
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SECTION 4, "BEGINNING OF WORK, TIME OF COMPLETION AND LIQUIDATED DAMAGES" of
these special provisions.
7.2.07 SIGNAL FACES AND SIGNAL 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.
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 fourth sentence of the first paragraph of Section 86-4.06, "Signal Mounting Assemblies," of the
Standard Specifications, shall be amended to read as follows:
Post top 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.
Type G. Each Type, G pedestrian signal shall consist of a housing with front screen, a message plate
and two light sources, each consisting of luminous tubing and power supplies for the luminous tubing.
The message plate shall be 1/8 inch nominal thickness ultraviolet-stabilized, prismatic-patterned
polycarbonate plastic; 3116 inch nominal thickness hammered wire-glass; or 3/16 inch nominal thickness
ultraviolet-stabilized, prismatic-patterned acrylic plastic. The message plates shall have aflat-black surface over
the entire projected area except where the symbols are located. The material used to mask the message plate
shall. be hard and durable and shall bond such that it will not flake or peel when the message plate is in use or
is washed. The symbols shall be the only illuminated portion of the message plate.
The message plate shall be sealed to a polycarbonate case to form a dust tight and weatherproof
module. The module shall contain and properly support the luminous tubing and power supplies.
Each light source shall have a separate power supply. Each power supply shall require less then 36
watts with a power factor of not less than 90 percent over a range of input voltages from 105 to 130, at a
frequency of 60 ± 1 Hz.
Each symbol shall be not less than 11 inches high and not less than 7 inches wide.
Pedestrian signals shall have front screens conforming to the provisions in Section 86-4.OSB, "Front
Screen", of the Standard Specifications.
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 high pressure sodium lamps and integral ballasts with lamp wattage
as shown on the plans.
An in-line fuse shall be located in the pull box.
7-Z.10 PHOTOELECTRIC CONTROLS. Photoelectric controls shall conform to the provisions in
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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 CONTROLLERS, CABINETS AND AUXII.IARY EQUIPMENT. The City will furnish the
controller and cabinet assembly for each location. The central pad on the Foundation Detail in State Standard
Plan ES-4B shall be increased f rom a height of 3.5" to a height of 12".
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.
CONSTRUCTION MATERIALS:
Loop detector lead-in cables shall conform to the provisions in Section 86-5.01A (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:
Loop wires in the pull box shall be twisted at a minimum rate of S turns per foot, and the splice must
be soldered and completely waterproof. Connect one end of the shield to earth ground {at cabinet} and
insulate the other end with no possible path to earth ground.
All spade connectors used to attach to terminals inside the controller cabinet shall be crimped and
soldered to the conductor.
or Loop detector lead-in cable shall be Type D where shown on Plans or at the discretion of the
Contractor, and shall conform to the following:
Type Dlead-in cable shall consist of 4 No.18 stranded copper conductors with color coded
polypropylene insulation {red-green and black-white). The conductors shall be twisted together with 6 turns per
foot and protected with an aluminized polyester shield. The cable shall be provided with a high density polyethylene outer jacket with a nominal thickness of 0.032-inch. An amorphous interior moisture penetration
barrier shall be provided. The 4-conductor cable shall be less than 1/4" in diameter. Splices in the loop detector
lead-in cable will not be permitted unless indicated on the plans.
INSTALLATION DETAILS: Installation details shall conform to the provisions in Section 86-5.01A (5),
"Installation Details," of the Standard Specifications and these special provisions.
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 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 Section 86-5.01A {5} of the Standard Specifications.
2. Asphaltic Emulsion Inductive Loop Sealant conforming to Section 86-5.01A (5} of the Standard
Specifications..
Identification of each conductor pair shall consist of labeling the phase and detector slot number (e.g. -
23
Detector loops in concrete pads shall be sealed with epoxy sealant.
?-2.13 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 p ans an t ese
special provisions.
7-2.14 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 Traffic Signal and Lighting System and no separate payment will be made
therefor. ,
7-2.15 TRAFFIC SIGNAL INTERCONNECT
Signal Interconnect Cable shall be six conductor cable conforming to the provisions in Section 8b-2.08E,
"Signal Interconnect Cable," of the Standard Specifications and these special provisions.
PAYMENT. Full compensation for installing traffic signal interconnect including conduit, wiring and pull boxes will be considered as included in the prices paid per lineal foot of traffic signal interconnect, and no
separate payment will be made therefor.
24
[INCLUDE WITH DETECTOR .SPECIFICATIONS] ,
8040-4~A-15
STATE OF CALIFORNIA
Specification
Asphaltic Emulsion Inductive Loop Sealant
1.0 SCOPE
This specification 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 Testing and Materials D2939, D2523
California Test Method No. 434
California Department of Transportation Standard Specifications 1992
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 aone-component product to meet the
properties specified herein.
3.2 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
25
As haltic Emulsion Inductive Loop Sealant 8040-41A-15
p
3.2.3 Firm set time, hours, 4 maximum
test at one hour intervals, use ASTM D2939
3.2.4 Brookfield viscosity, Poise SO 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 Sdeg.F. and 50 10% relative humidity. Condition mandrel and
specimens 2 hours at 75 2deg.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 Sdeg.F, 50 +/-10% relative humidity
for minimum of 16 hours. Load rate 0.05
inches/minute, use ASTM D2523.
3.3.3 Elon ation, % 2.0 minimum g
Same conditions as 3.3.2 use ASTM D2523
150 minimum, ...3.3.4 Slant-shear strength to concrete, psi,
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 140degrF oven to
constant weight and condition 1 day ~at 75 2deg.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.
26
Asphaltic Emulsion Inductive Loop Sealant 8040-41A-15
3.4.2 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 The 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 ~PROVI5IONS
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.
27
Asphaltic Emulsion Inductive Loop Sealant 8040-41A-15
b.0 .NOTES
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.
b.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 Certificate of 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.
28
Wloklntd ••E~ponsion Joel P/on! or'nf r--
GNftN
' Cur •
~ ► ~ ~ ~ ~ , , . • G~NERpC MOTES
.4/I wort SAOI! conform to tA! opplicobk sections
• ~ ~ b o/ IAe splcilicotions lnNfled rSbndoi4 Soecili• • , t3 Alox. ` cot,or~.~ Sbl! of Colilornro, DlporlrrMnt of t~a►s-
Oe/w!M ~+ointt j portolan' and tAe folloNwrg ;petrol provisbns•
• Svb9rooie preporata~n sAoll be construcfed free
~ t - to grade and cross slclion, wrth compocfion of
• 90x 1b o dtptA of 010 felt. ~ Sta~ndord .Cwb Rtturn rodius sAo/l be ?O reel unless Concrete sAoll br Cross ~ sock! and sAc~~l
~ , ~ • O~hMM►tt! 4rrecfed Dy the hove o s!w»ro blfMeln 2• I/? and 3• I/? . TAe
4 ~ w ~ ~ Cify Engineer. swfoc! sAoll be finisAed b grove ar~d Cross W ' ~ ~ ~ ` section w►M o !loot, troweled sn►ooM, ono
~ fu~,jAt4 ~lh o Groan.
Conae~lt short be arrd N+iM o wh,h•pgn►tnted
' COMBINATION TYPE ~rMg ~pa~a ~►p~'i"~ ro slcfio" 9o•~o/e of Me Slbndard ,Speciticot~ans.
• . • ~ SIDE1NAlK Weo~ened pone /girls sAol/ b! insfolled of ~
~ ~ kof inlrrro/s and expansion joints of 60 loot
Vor. inhrYOVs. Expahsan pints short be /ocotld of i Va eoc!► side o! o strucfwe and of the lads al
curb returns.
Expon~gn piM ~IM► n'oteriv/ short consist a/ *4:6' nrinin~uR+ M R• I ono R•? ior~es; pilform~d strips of o at~robk, resilKnt compaurd,
3'•6' minvnrMn m ol! other cones and •
ov► rn%ar ufy strKfs; curb ro woN Sideiro,Mrs seal be scored b o mnin~um depM o1 r►A~re! wo/l is corstrucfed. t/8" unless otAerNae directed by the City
Engineef
••'Ex av►sion nt New Sidl+ro/k construction in bkc~s witA lx~sting
~Gutfe~►••. srdlwol~ short conform in dimension and locolion fo !host in plot!.
Cwb!
. ~ Existing sidewo/k sAoll b! so+~cut .ono removed . ' • ~ . . ~ J,~,I~,J ~ ~ of the fist scoring tine of or beyond M!
between Joints ~Plonr ~ ~ A/ornrd pint. ~ , Jowft
~ ~ A pernnt for sidewol~t construction and recan- • ~ , • ~ ~ ~ . struc!ion short be obfoined from the Deportment
£xpanspn~ ~ • ~ I of Public Worlrs and sAoll accornpony ocluol ,rock.
~ ~ ' t ~ • ~ ~ ~ I ~ Any vorionc! in finisA, color, ar moterio/ from
• stondor4 will requir! o speciol permit ~lrorn Sliest Riph •o%Wd~► Lin! N' ~ tA! Cily Caxxil.
o 'N _ ~ , ~ L ~.c
' sfondord Curb Relwn rodius Deviofions from /AiI canbinolian /ype sidewo/k,such ~ ~ o ~ • . ~ sho/l be ZO feet unless os sfonabid or meondering type,may bepermilted Dy
~i olherwrse directed by the the opp~opriota design Arorisians of Chap/er /6,~2 4 v v ~ ~ ~ i rn oI 1Ae Alunici o/ Codi.
~ C ty Eng ~ p .c b► J .
. Comb~notion type Vor • 3
~ o ~ ~ YP S' mrn. S' ' ' . ~ STANOARO T E sfondord roe ~ ~a
` ~ ~ ~ o SIDEWALK ~ r toot y ~ ~ I ~ 51 ! I/4 rncA ~
3 ~ • , ~ ~ ~ ~ r ~a ~ ! ~ ~ ~ ~R~~~1~ •a : l 1'.:111 QI ! / ~1 I I Vor. ~ S 1 r..
1 ~ ,
TYPICAL SECTIQN
Builder /or new, ~~enaodt/~d, or lxoondld buildings
as set forth in Chopfer t2.40, Section 12:'0.0/0 0l w~ IAe Bo,~ersfie/d- Alunicipo/ Cod! sAoll prorid! a^""'"~~ STANDARD act22,,~4i
covrcrlfe curbs, gutters and side~ro/ks occording Ocbbr 28 „8l
b this sfondord 4roiring. ~ - S ~ D E WA ~ ~ K. McCulf SucA cwbs, puffers and sr'deN►o/ks sho/l b! in ~xis• / ,4 C Moore
tent! a hove Meir construction guoronftld by ~ COMBINATION TYPE cosA, cerf,f,ed check a corporole surrfy bond STANDARD TYPE .vcne
opprored by lA! Cify Alfornty os o condition ro 0
lino/ oparorol ~?d ocrapfonca by the CAief CITY OF BAKERSFIELD N- Btr,Iding inspector for occuponry to lA! b~;ldin9 CALIFORNIA
or property: S - 3 .m Erraktt~Ha otr~~~
c
-
a ~
ti~'~~ ' .N , . 4, t .ice ry.,~:.~: / .
I/olum~ = QD63T9 cubic yord ptr lineol fool Vo/~ane ~ QOS9Gt3 cu0ric cord per lineol lod>
CURB AND GUTTER CURB AND GUTTER
TYPE "A" TYPE "B"
~ R~~~. 10'Rad R,
~~r.: ~~o ~ o~.~.~,
27 , ~i, •~.,,:L ~~M
=004321 cube yard per lineol foot
~b/r~►ne = 0.03487 cubic yord per lint!o loot
CURB ANO GUTTER TYPE "C" ROLL-TOP GUTTER
GENERAL MITES' •
all work s#~all confor. to the applicable sections of rrpe ~ pern~►tted a~~ inA~bd►~! .max the 'Standard Specifications, State of California, Pbrks, work /~omr s~a~s~s and R- s-2~,c
Departrent of Transportation', current edition and 1Resd~r►oi sao~►bo~ %»o-aa-oRe-r~avl ~cn MFnv~nwn
the following General Notes; ~ ca s~e1 zark
t~hrs°~sAoa~ra~►s nu b ~C~ cra ~ rrM arnpa~ta~ ar 9~0~ b o alpM of QSOI! ~rmr'1 hr Garb orad gt~tfer rarrstructKn shall a~cnyaarry a~ctud Mq►k and mop be abfar~,e+d Iron ~At D~ioarfn►e~nt
Ol Pb01iC Mbrkt . Ca►cah Ilor ca►b and AA► ll be Coss (1 sakJ
and sAori be iriMrin ? ~o ss+t~►n~a 8uido([+► liar net, renba~ekd ar expar►ded br~di~s s~eet
~ tn~► harms shoN Ot surlbr'e~d an hk s~ol % t , ~ ~Irp /atA n, Chavter 12.40, Srctpn -12.40.Gi0 of tnt the cor►aett and short rat Oe kss than Baktrsfiie/d ManK~ Code shall pror/ole c~or~atte twat
br~nq pa►lixlQ and ~~tstrs arc~crdi~ b Mis stanaad o4►owMq. Srxl~ curbs and g~vthrs shoVl be a► axisterrt ar Aare /heir
Tqp and Ibge slat/ bo /ro~ttd smoolA, tAer► g~►rw~ o l~iaad cY,v►strachian g~rora?hed by cosh, cdtilied d,~at, a tat Onali hina/~ carparon swery band approrM by Mt Cite Attar~e~►
Mire a anon and gN/ea art to be raplaced, ae~► os o cabitan ro fko/ ggaoral and occeptance g► t~ a~shuct+or, shad ,notd~ ex~st►rq rA~th'~'/iAn ariltsl krsacta /a► oct~ooracp to anp bu►1dlr~g
o/AMnwal~ aiitckd by the En~lneex ar aAD~tl•
Canc'i+Nit shd/ canlb+,► ~ oddrlrres aA~ess prior ggorarnr W1~n earnrnriin9 ntr curb ar~d ,~rt/a► the exists a o~btornr. ~ ; an► tAt City En9w►tt+►, shah be soffit o n►~n~mwr~ al _ ft Imm Mt lip of g~vtfer.
When nplOCin~ curb and gutter the Eoy~ed ~nop Canpsn lholl De cared Mr'M a wAr'te ~~imir~Md c~rmg opproK sa~navtt~ aVp~ the lip c+1 tAe exatkaq gulhi er ca~nioo~wx! ca~plrng to sedan 90-1, ! 01 the Stonabrd o minrmum of ?l.~ d porernprt.
Spt~a~catr'ons. ~ i ~ '
Exisf~ sect~,a~s o1 rte and 9vtter sno11 be saNrrr 3TQNDARD f~b?3/y7a of Mt ~~i~rts of t,~e areo to bt rtconstrvcted
M~atened a~or►e ,arh o• .oa parts snow bt - p''.`" ~ v -'e CURB AND GUT TE Rr~ ~
anslruard of ~11t ~ntewoh. Erpals~ovr ;ants shad p,~,. bt 0/ each s+~e of str~rta►es and o/ ends O/ ••f TYPES A, Mg,~ 8 "C" Q Mar!
Ca►b rt tar, KNI saw hbr~e r Trpt A'cwC and gvltd is nQtvi►rd M d/ sfirtts ~
_ wlitrr >wectssory for d►a~opt. CITY O F BAK ERS FI ELD
rypr'B'cwe and ~t~ ,s req~wh+0 M oN streets ~ I CALIFORNIA S " 1 e~rrepl r/pe A"a r'~ r+eq~rnd a peym~t/ed cn,
t~lO~NttltfNO O~~ARTMENT
. ST-
i~ Sow Cut
. ' . ' • • • ~ C'loss A' ~6 sa~1 Pal~ai~d Ex~sl,~~ , • ~ ~~~.:Ctn~tnl Canc~e/t. Cola'.''.' : ~ . Porllb~d .
' • ~ ' • , _ ~ ~ and finrsA b m01ch • • . ~ Concnlt . , ,
~ ' ~i
St/tcl Mofa~ol ! ,
(If rtgviiedl '
8oc~tfill s
PATCH IN CONCRETE SURFACE
>K I 'ndt~ ~ Sow Cul b~~
~ • .r . ~ 1 o e u CC/ Xl I •OS ~ OIE~corK'rt/t
3N
t/eCl MoIN ~tpuN'
Ba~tlill
PAT IN ASPHALT CONCRET SURFACE MORE THAN 3" IN THICKNE
A~haltlc poNN GENERAL MOTES:
AsphoRr_~c~~awrl b'"'~~ i f ~ ~ Cyl r" binow All wgntn~onsA~p and mo/trio/s sholl
i Ih! , Is sal alA .~jti ~ ~k~l~y M; • 4"Qs,~o/t~ cor~crete'~'~~;. . x~s~ n~ • ~S ronc Co~n/arm !o f ~n s1~ •":ry:.;i.'t~;:,,•~::~ ~r ~~•2+'.,;;j • R~.h~~.j..;~`:~t / ~.lll~C~ Mt "Slorl~dord $ptpficohOns, S10/t Of
California, Departrent of ~ • ~ •
` ' • Tra~sportat ion', current edit ion. 8 N ~nlrenhd root bolt ,
~ p.f' ' Sow cup of on opMi~ in osA►a/l ~j'~ canath a more ~nthes in tArc~tss
. Stllcl MohriOl moy Ot moose whM lAt CGY~C~t1! ;s', (lf requr~edl pokh hos cu~td and n nody In
~ noire /ht ospho,l concrete surfa~►g
9aklill Sow cuts sholl b! mode paollt/ a of rghl on~Ms to the Cer. t~lin! or 1ht
PATCH IN ASPHALT CONCRETE SURFACE s''ee'
DepM o/ select mohrol, iJ regraed, ; sho/l be o~le~n►ined in the ,field . ~j► the
Engineer. ~
A,sp~hO/1iC ppv►l binder M osph0/t COnCrlt! ro0~d SW1oCtS, OSp►hoh
~ CpV~C~e/e wrfoting spoil bt mixed ritA sphdlt, C,arrcreP' ;:.,asfirq roo, . poWnQ ~,oa~e ospholl. ' ~ 9. 'lo i y _~mr~~. SrrfirJnt'
sw ng, Fetches ~rss lhon Z feel born
Se/ecl Mohriol exrstin polchts, edges of pove+mrM, (1f req~u►redl ~ o~ 9v~ei sholl bt ear/ended /o
' inCl~d! the intermed/ote isoloh»~ s1r~O ~ ~ ~ of existing povemenl.
la 6oc~tlil/ M~ninwm potcA width slot/ be 2 feel of
its smollesl dimension.
PATCH IN ROAD MIXED SURFACE RcV1SED ~sg
STANDARD 6.30.64
M~wM r.~ M ~
PAVEMENT PATCHES `""`oaf- K~~l~ Nonr
CITY OF BAKERSFIELD
CALIFORNIA S ~
ENGINttRfNO p('AR'T'MtNT
ST • 6
~ ~ r . ~ ~ ~ ~ ~ r ~ ~ ~ , ~ ~
x ~ t ~ ~f Y E . r ~ l ~ ` e~ o~ TN R~~~ • , s~ ac
~ ` .Men:a+hl ar ObgonM 0100 Mtttl ttYli f0~s , i`, ~ ,
,ti ~t -Tir~i~N w ~anw Cott L~~t Pest • .
• ~x~ < '
• f c ~ ~ ,.TiMio~ Win • t G~. GMic Con SOrM/
~ •r
r ~ / ~f ~ ~ ~ ~ f I
~ . • ~ ~ •
• ~ ~ I • ~ i ~ ~
• ~ ~ • ~ ~ ~ ~I. 1 ~ 1
i ' ~
bE~RAi. NOTES. Installation of fencing and gga~tes shall be in accordance rtitr
the uire~ents of Section 88-4 of the s ifications
anti lt~ed "standard S ifications State of California p~ + ~ Oepartrent of Transportation', current edition.
A 6" x b' concrete curb shall be constructed under all fence. ~lithin City parks, a b' thick x S' Mide curb shall be used.
In either case a i i/~" clearance between the curbing and thf
:a,,;.,. ~ fabric shall be used. .
''y; ~ 'ff' ~ ` 'H' l5 sack) and shall be within 2 ~ ,~,,~~.`~,;,.,.•~,,~.,f.•~,,:•:~: ;Concrete shall be Class , ~•;4~,.; s,..h• ~ shall be tro~eled
` ~ i sre' as t1o+~•~ `~'ti, ~ ''f~~ ~ . 1/~" to ~ _ slurp. surface of concrete . : , srooth, are gush finished, Cartcrete shall contain no
~ ~ ~ additives :nless prior rmitten approval is obtained fror the . ~ n ' • ~ `Cit En ir~eer, Concrete shall be cured Minh a rhite i renteG ' ` J Y 9 p
~ • ~ . ~ in to Sect ion 98-1.818 of the Standard ~ ;Y~~~.• ~ tip., curiag coe,pound corplY 9
. S ifications. -oc.G w,~ waa a ►w.onro„ Carver post shall be installed at all angles in fence line it
excess of 18 degrees.
PI E.TAIL AT End, Corner and bate pasts shall be braced to the nearest TY CAL 0 line post Math galvanized diaggonal or hor~tontal braces used
as car cession rerbers and alvani2ed s/8 steel truss rnds cuLVERT ENowALLS p ~
rr i th t urnbuck 1 es or truss tighteners used as tension rerbers.
Fabric shall be fastened to bate Rost, Terrinal Past or Corner Post y i th i /4' x 314' stretcher bar bonds at B' on
center,
FENCING TABLE ~ Fabric shall be fastened to line past Frith fabric bonds spaced approxirately 14' apart, and to last rtmner and bottor~ MEIGMT , ~ MEIGMT 2 NE~GHT 3 tension mires rtitf~ fabric bonds spaced apprr~xirately 24"
M s' 6' ~o' apart.
oc t•r• ~.o• ~ ~,o.
o~ r•o' r•s• '3'•0" C;hairt link fence fabric shall conforr to the specification of ~STIq oesigr~at:on; a 3~, Class I. r~+ ~ : ~,t' as ~ z r»' o. o. M. 3 ~,z' o o t»ti rw
sr r~ s.n F+ ~r'e 3;1~graae areQaratior~ shall be car~str~cted true to grace ono
M cttw~~ h C~~.~ , 'c ~ +n• ~ ~ s+~ : v.• " ~ re• cross sect ion ~i t~~ ccwpact ion oaf ~x to a depth cif 8.5~D ft.
i~M Mt t.?0 ~ ~n ~..o c~ = T»•o.o ors ~ REV,3E0 ~1~/03 1 7/~' ap awe NM ! 3~ QQ 0Ne NM ~ / /f. w ~ V` ~ ~
t.~t yin 3.~s ~ir~ STANDARD +~ar. t
~ aN., : ~c~ wr, o~+r. r«M+ ~ CHAIN LINK a . R. 11NrMy, RaetlM! T» Ae1 irt~ K~c~Mi T~~ YI ~ ~
• FENCE RS`~~ 2 ~ ~ ? v No~~
NOTE ~ wn,~► ~er,~oe wbveen t~ ~ rcawne, a st+ou et vwe •itA CITY ~F BAKERSFIELO
3 s S 3 ~o~e 'obrK so cone++~ctse tt+ot tM slots a~ ~octaN ifMO CALIFORNIA S'
eowt~a+ one :an onto Ot ►tn+awd ~+ts +oolt. t~1~iiNl~RINO 0[tA1lTlra[N'f
D•12
.w groovM an sgwq ~atlo~ of r~ ~ anle► ~ NOTES
' ` aA r+.dm rq ~ ~ ~ t. if distance from wrb to bock of sidewalk ~ \ ~ ' AarNN ~ is too short to octommodote romp and 4'
S« ~ ~ - - - - - - aatfam os n Case 81, the t~dewdk may ~ I ~ , be aepre:sid longitudlndty o. in Cato 92
~ I ~ tia ~ ' a C2 a may be widened a h Cow Ct.
~wertM ~ 4 ` , _y, Neu 1 a,3,yt wept 2. If sidewalk s le=t thou S' wbR tM full SECTION A- A width of the sidewdk shill be depressed
~,1 i ~ are as shown h Case C2. n«e..r
' ~ ~ ~ 3. II plonthq aeo width is tax,d to w . S >i ~ Tw ~ ^w^e~ ~ greoter thou romp length, romp side
c~ ~ eta,eN ~ I - ~ r.t~ _ - slope ~X' distance ~ 3' (See Cole C2). ?
s ! 4, fa Cosec D1 and D2 the Iongitudind portion of the sidexdk may need to bs 1tS! Wit J • far t' as1 '
s'~• ro► s' art d~ depressed os shown in Cole 62
CASE A SECTION H- B 5. If locoted on a aw+e the sides of the ~•N w'~~ aw..s n~ ramp need not be pardlei, but the
minimum width of the ramp shill be 4'. 13 Retell arr N
of ~ ~ S. The bottom of the romp shill hose o ~-1 ~ 1 /4' lip of 4S'.
7. The ramp shall have a 11' wide border
~ ~ ( with 1/<' grooves approximotely 3/4' o.c. s( ( ~ i if I ~ gr~n9 dstal. The surfou of romp
~ !w► ~ 7 ~ al ~ N; 4' ~ ~ W ~ shill have o transverse browned surfou ~ ~ ~ 1 i texture roe er tnon the % ~ I ~ qh sunoundlnq
sidewdk except when located h enter of uub return.
K 8. ~Mhen romp is located h center of curb o Ff01t id4' 'r ~ ~ Frowt •Mr return, it shill b• grooved h o herrinq-
~ ! ' 'w"'s bone pattern with 1 /4' grooves opproximotel r ~ y 1 1 2 o.c. See grooving detdl. Grooves
should be digned pardlei to vosswdk ~ l `S« Not. t M bcetel See NeM 1 s ~oaatel 'Z~ ~ J o.N.r er art nbrw tom; J~ ~ ti oe~ d awe stripes to direct blind pedestrians hto
at ~ ~ aa• appropriate aosswolk
CASE Bl CASE H2 9. Romp side slope voria uniformly from a moximum of up to 12Sx of curb to con-
form with longitudnd siderdk slope odjocent to top of the romp, except h
~ ~ Cases C2 t 02 The ramp plotform may be r-'----~ ~"s'r't °r! eliminated if the ode does not exceed 9r
~ See New 1 - r ~"•o~'wriw.~dc 8.33x .
jr ' i 10. -When a wheelchair ramp is r ' added to on existhq focaity, the following
s« Neb r r ~i ~ changes are permitted i; ~ i (A) Ramp grade in Cass C2 may be
~ ~t 3 i ~ increased to 4X I _ (9) Other romp grade may De hatossd
K~ to a maximum of i t •1 X (Never- ' j ~ i'IR ;I ~ Front ~ ~ theiess. they should be a: Aot Os
~ ~ ra.+e>t N ~ feos~bie.) i i ~ ~ (C) Where the 4' platform is not feoslbls, the
width may be deatosed to 3'. • (0) Ths ptatfwm may be eliminated it
~ ~ ~ ~ ~ ~ ~ ~ the prods does not exceed 8.33X ..J
CASE C2 CASE C1 (Sidewdk less then 5' wide)
45• ~ L
Aa9l ~ AaBI \ ~ , ~ ,
~
K i SM Nele )1 ~1iM. ~ 1' 1b1, SM NON ~ N ~ d W 1 d N~ I ~ I ~
i LIP DETAIL ' t
4' _ Ses Note 6 Aentrq ~ I
~ Mee ~i ~ ~ o' d arti L
A a 9J A or B I ~ roatia oai nano. . 1 I T•
T•~• ~ CASE Dl CASE D2 ~ • ~ 'T••:; ' • See Note 4 ~ ~ ~ ' '
See Note ~1 ~ .~t/`• Relahhy ar0 H netewary ~
~ ~ GROOVING DETAIL rT--- ~ r ,
~ ~ J
_ ►9es ~ STANDARD 5-zo-e6 SECTION C C
~ . B.J.D. Rrnovd ! nplo~wrnnt of eantroctor'~ o0tbn wdwt p~
-~na~t pe,~ ~ D.M.. _ , . HANDICAP RAMPS ~~nit of pay ecaao
. r ""r NONE ' Reund~d r-- aw~eO
,.1_~ ~ ClTY OF BAKERSFiELD
~ ~ ~ CALIFORNIA S-4~
DETAIL H waK EhiG>INEERiNG OEPAIRTMEPtT
ST - 19
ALTERNATE LOCATION TO 6E TYPE B.S.S.
USED WHEN THE SIDEWALK Y 2" GALVANIZED PIPE
EXTENDS FROM THE CURB J AS PER AMERICAN FENCE CO.
TO THE PROPERTY LINE, Q A w PARTICULARLY IN COMMERCI L
AREAS. ~
Ii N II p
II 0 I ti Y
~i V
II Q
~ I ~ ~ 2 0 -~I
.
, , I I I '
l I I ( p Z~ ? ! III M ~ '
I i I I 8 MIN. i~l
CLASS ~~8~~ PC.C.
M
APPROVED '
MISCELLANEOUS SIGN
DETAIL CITY ENGINEER '
f f_ OATt ~~~05~85 R[CORO[0 C[TY OF BAKERSt= tELD I N eoox______AT ~Aa=_____ CA L t FQ R N 1 A ~ DRAwN G.
ORFICIAL R[CORD! OR
K[RN COUNTY CALII~ORNtA ENGINEERING DEPARTMENT cH[cx[DS L..W
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 Total 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 Total, 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 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 item and the price thus obtained
shall be the Unit Price.
LIST OF SUBCONTRACTORS
All persons or parties submitting a bid proposal on the project shall complete the following form, setting
forth the name and the 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 TEN THOUSAND DOLLARS ($10,000), whichever is greater, and the portion of the work which will be done by each subcontractor. This list is to be
vompleted and submitted with said bid proposal.
Subcontractor's Name Description of portion
and Street Address~City, State, Zips of work subcontracted
(attach additional sheets if needed)
NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER
AND SUBMITTED WITH BID
TRAFFIC SIGNAL ON MONTEREY STREET AT HALEY STREET
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 ,1
To the State of California, Department of Transportation.
NONCOLLUSION AFFIDAVIT (Title 23 United States Code Section 112 and
Public Contract Code Section 7106)
In accordance with Title 23 United States Code Section 112
and Public Contract Code 7106 the bidder declares that the
bid is not made in the interest of, or on behalf of, any
undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and
not collusive or sham; that the bidder has not directly or
indirectly induced or solicited any other bidder to put in
a false or sham bid, and has not directly or indirectly
colluded, conspired, connived, or agreed with any bidder or
anyone else to put in a sham bid, or that anyone shall
refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication,
or conference with anyone to fix the bid price of the
bidder or any other bidder; or to fix any overhead, profit,
or cost element of the bid price, or of that of any other
bidder, or to secure any advantage against the public body
awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are
true; and, further, that the bidder has not, directly or
indirectly, submitted his or her bid price or any breakdown
thereof, or the contents thereof, or divulged information
or data relative thereof, or paid, and will not pay, any
fee to any corporation, partnership, company association,
organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.
NOTE: The above Noncollusion Affidavit is part of the Proposal. Signing this Proposal
on the signature portion thereof shall also constitute signature of this
Noncollusion Affidavit.
Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. '
33
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:
IlVIPORTANT 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 f ull.
Licensed in accordance with an act providing for .the registration of
Contractor's License No...
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.....
34
BIDDER'S BOND TO ACCOMPANY PROPOSAL
(Not necessary if cash or certified check is with bid)
KNOW ALL MEN BY THESE 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 VIiTITNESS WHEREOF, we have hereunto set our hands and
seals this day of ,19
(Seal}
(Seal}
(Seal)
Page 1 of 2 `
35
STATE OF CALIFORNIA )
ss.
COUNTY OF ~ )
On this- day of ,1 ~ 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/she subscribed the name of
thereto as surety, and his own name as Attorney in Fact.
IN WITNESS WHEREOF I have hereunto set my hand and affixed my official seal the day and
year in this certificate first above written.
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:
TRAFFIC SIGNAL ON MONTEREY STREET AT HAELY 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 si n~al 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
%nstallation, or should said system or any part thereof fail to operate properly, as planned, due to any of 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 any 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 replacements 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 necessary 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 guarantee in the event that they fail to
operate as originally intended by the manufacturers thereof and in accordance with the plans and specifications
included in said contract.
Date Contractor's Signature
Firm
Address
GU E
MATERIAL AND WORI~SHIP
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 ON MONTEREY STREET AT HALEY STREET
awarded on ,between the City or 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 writing by the City or the City's representative, or the
agent of 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 guarantee is made expressly for and runs to the benefit of both the City of the above mentioned
construction project and the City's representative, and shall be enforceable by either of them.
DATE
Contractor's Name
Authorized Signature
38
HOLD HARMLESS AGREEMENT
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's sole 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 further bear all costs and expenses;
including the expense of .counsel, in the defense of any suit arising hereunto.
DATED
Contractor's Name
Authorized Signature
39
SAMPLE SAMPLE
INSTALLATION OF TRAFFIC SIGNAL AND LIGHTING SYSTEM
AT MONTEREY STREET AND HALEY STREET
CONTRACT N0.
THIS AGREEMENT, made and entered into on , by and between
the -CITY OF BAKERSFIELD, a municipal corporation, hereinafter called
"City," and , .hereinafter called "Contractor";
VIiiITNESSETH:
WHEREAS, 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
WHEREAS, one of the conditions of said award required a formal contract to be executed by and
between City and Contractor.
NOW, THEREFORE, it is mutually agreed by and between the parties
hereto as f ollows:
ARTICLE I
Contractor agrees to furnish supplies, equipment, labor and materials for
within the City of Bakersfield.
ARTICLE II .
The following shall be deemed to be part of this 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
7. 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 PWI (if required by Specifications) -1-
40
r
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed, the
day and year first-above written.
E.
CITY OF BAKERSFIELD
By Mayor
(NAME OF CONTRACTOR)
By
Contractor
APPROVED AS TO FORM:
By
City Attorney
COUNTERSIGNED:
By
Finance Director
_2.
41
i
[To be completed by the Contractor, if he elects to substitute securities in lieu of retention j.
ESCROW AGREEMENT
FOR
SECURITY DEPOSITS IN LIEU OF RETENTION
THIS ESCROW 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 set 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, Contractor has the option
to deposit securities with Escrow Agent as a substitute for retention earnings required to be withheld by Owner
pursuant to the Construction Contract entered into between the Owner and Contractor for
in the amount of dated (hereinafter referred to as the
"Contract"). When Contractor deposits the securities as a .substitute for Contract earnings, the Escrow Agent shall
notify the Owner within ten (10) days of the deposit. The market value of the securities at the time of the substitution
shall be at least equal to the cash amount then required to be withheld as retention under the terms of the Contract
between the Owner and Contractor. Securities shall be held in the name of
. ,'and shall designate the Contractor as the beneficial owner.
2. The Owner shall make progress payments to the Contractor for such funds which otherwise would be withheld
from progress payments pursuant to the Contract provisions, provided that the Escrow Agent hold securities in the
form and amount specified above.
3. Alternatively, the Owner may make payments directly to Escrow Agent in the amount of retention for the benefit
of the Owner until such time as the escrow created hereunder is terminated.
-1-
42
4. Contractor shall be responsible for paying all fees for the expenses incurred by Escrow Agent in administering the escrow 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 principal in the Escrow Account only by written
notice to Escrow Agent 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
the Contractor has complied with all requirements and procedures applicable to the Contract, Escrow Agent shall
release to Contractor all securities and interest on deposit less escrow fees and charges of the Escrow Account. The
escrow shall be closed immediately upon disbursement of all moneys and securities on deposit and payments of fees and charges.
9. Escrow Agent shall rely on the written notifications from the Owner and the Contractor pursuant to Sections
(4) to (6), inclusive, of this agreement and the Owner and Contractor shall hold Escrow Agent harmless. from Escrow
Agent's release and disbursement of the securities and interest as set forth above.
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 •2-
43
As a part of the obligation secured hereby and in ..addition to the amount specified- therefor,
there shall. be included costs'and reasonable expenses.. and fees, including reasonab{e attorney's fees,
incurred by the Owner in uccessfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered.
IN WITNESS WHEREOF, the above mentioned parties have executed this instrument under their
seals .this day of ,19_, the name and corporate seal of ;each:
corporate party being hereto affixed and these presents duly signed by its undersigned representative,
...,..pursuant to authority of its governing. body. -
Principal
Sear Signature for Principal Title
Surety
Sear ~ Signature for Surety Title
Attach notarization form for :each required signatur )
Pa e2of2 g
PERFB~ND.2
46 -
MATERIAL =LABOR 80ND
_ KNOW ALL'MEN BY THESE PRESENTS, -THAT, WHEREAS, the CITY OF
6AKERSFIELD County of Kern, State of California, hereinafter .designated the
'Owner," has, on DATE OF COUNCIL MEETINGS ;awarded to
NAME OF CONTRACTOR)
-:hereinafter designated as the "Principal," a contract for the construction of
DESCRLPTION OF PROJECT -USE DESCRIPTION FROM-FRONT COVER OF SPECIFICATIONS
WHEREAS, said Principal is required to furnish a bond in connection. and with said
contract, providing that if `said Principal, or any of his or: its subcontractors, shall fail to pay for an
. - y .,materials, provisions, or other supplies used in, upon, for, or about the performance of the work
contracted to be done, or forany work or .Labor done thereon of any kind, the Surety of this bond will
pay the same to the extent hereinafter set forthf
NOW, THEREFORE, WE, the Principal, and CLEAVE 6LANK FOR
BONDING COMPANI~ , as Surety, are held and firmly bound unto the Owner the penal sum of 50%
. OF AMOUNTAWARDED ~AT COUNCIL MEETINGI dollars ~ lawful money of~ the-United ~
_ States, for the payment of which sum well and ruly. to be made, we bmd ourselves, our hers,
executors, adminstrators;.:..and successors,;jointly and severally, firmly by these
presents.
THE CONDITION OF THIS~OBLIGATI ' ON IS, SUCH, .that f the above mentioned .Principal,
his or its .:heirs, executors, adrnirnstrators, successors, or assigns.,, shall m all things stand to and ' `
abide by and well sand truly keep and. faithfully perform .:the :covenants, conditions, and agreements m th i e sa d contract and an ~ alterations mad -
y e as therein,provided, on his or their;;part,, to be kept and performed at the time: and in the manner therein s ecified, and in all respects accordin to their true
_g intent and mearnng, and shall ndemnify and save harmless, the Owner, its officers and agents as
therein sti mated then this obli anon hall beco me null and void othe rw~se it shall b P g e and remain in
full force and virtue and Princ al and Sure in the event suit is brow ht on this b p ~Y~ , g , ond, will a to ;the. pY
Owner. such reasonable attorney's fees as shall be fixed by the court.
As a condition precedent to the satisfacto come letion of he said contract the above ry p
obligation in -the said amount shall hold good fora :period of one (1) :year after the completion and . acceptance of the said work, during which time: if the above mentioned Principal, his or its heirs,
executors, administrators, successors, ~:or assigns shall fail to make full, complete, and satisfactory.
re air and re lacements or totall ~ e p ,p . y prof ct the said Owner from loss of damage made evident during
-said period of one year from the date of acceptance of said work, and resultn from or caused b g Y
defectwe materials and/or faulty workmanship in the prosecution of the work done, the above:
obligation in the said amount shall remain in full force and effect. However, anything in this
paragraph to the contrary notwithstanding, the obligation of he .Surety hereunder shall continue so
long as any obligation of the Principal remains.
47
And the said :.Surety, for value: received, hereby stipulates and agraes that no change, extension
of time, altera~on, or, addition to the terms of the contract or to the work to be performed thereunder or
the pecifications accompanying the same shall, in any way, affect its obligations on this bond, and it
:does hereby waive notice of any such change, extension of #ime, alteration, or addition to the terms of
-the .contract or to the work or to the specifications. Said Surety hereby waives the provisions of Sections
2819 and 2845 of the Civil Code of the State of California..
As a part of the obligation: secured hereby and in addition. to the amount specified therefor,
there shall be included-costs and reasonable expenses, and-fees, including reasonable attorney's fees,
incurred by the Owner in successfully enforcing such obligation, all to be taxed as costs :and included
in any judgment:, rendered.
IN WITNESS WHEREOF, the above mentioned parties have executed this instrument under their
-seals this ~ day of ,.19_, the name and corporate eal of each
corporate party being hereto affixed and these presents duly signed by its. undersigned representative,
pursuant to authority of its governing body.
Principal
(Seal) Signature for Principal Tide
Surety `
_
Seal Signature for Surety Title
(Attach notarization form for each required signature.}
. . Page 2 of 2
48 , ,
This form should be sent to the Joint Apprenticeship Committee
~of the craft or trade in the area of the site of the public work. If you have any questions as to the address of the appropriate P U B L~ C W~ R KS
Joint Apprenticeship Committee, contact the nearest office of CONTRACT AWARD INFORMATION
he Dlvls~on of Apprentlcesh~p Standards (DRS). Consult your alephone directory under California, State of, Industrial
Reiadons, for the DAS office in your area.
NAME OFCOfYTRACTOR CONTRACTOR'S STATE LICENSE N0.
CONTRACTOR'S MAN.INGADDRESS - NUMBER 8 STREET, CITY, Z1P CODE AREA CODE & TELEPHONE N0.
DATE OF CONTRACT AWARD NAME 8 LOCATION OF PUBLIC WORKS PROJECT
DATE OF EXPECTED OR ACTUAL START OF PROJECT
NAME b ADDRESS OF PUBLIC AGENCY AWARDING CONTRACT ESTIMATED NUMBER OF JOURNEYMEN HOURS
APPRENTICES
OCCUPATION OF APPRENTICE NUMBER TO 8E EMPLOYED APPROXIMATE DATES TO BE EMPLOYED
Check One Of The Boxes Below:
Box 1 We request dispatch of apprentice(s) for this job. We voluntarily choose to comply with the applicable Joint
Apprenticeship Committee Standards for the duration of this fob only, in training the apprentice(s). We assume no other obligations to the committee or unions under State or Federal laws.
Box 2 We request dispatch of apprentice(s) for this job. We do not wish to follow the applicable Joint
a Apprenticeship Committee Standards in training the apprentices, instead, we agree to employ and tram
apprentice(s) in accordance with the California Apprenticeship Council regulations governing employment of
apprentices on public work projects. We assume no other obligations to the committee or unions under
State or Federa! laws.
Box 3 We are already approved to train apprentices by the applicable Joint Apprenticeship Committee and we will
employ and train under the Standards.
Box 4 We do not request the dispatch of apprentice(s) since apprentices are not required on this job under the a
provisions of California Labor Code Section 1777.5, because:
Signature
l typed Name
Title Dade
State of Caii#ornia - Department of Industrial Relations
OAS tao (New visa} DIVISION OF APPRENTICESHIP STANDARDS
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