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Home My WebLink About1991 Special Provisions Project 61016COPY N0. CITY OF BAKERSFIELD CALIFORNIA NOTICE TO CONTRACTORS SPECIAL PROVISIONS BID PROPOSAL AND CONTRACT FOR o ~ ~ TRAFFIC SIG~JAL ON STOCKDALE HIGHWAY AT VILLAGE LANE BID OPENING: DATE September 0, 1991 ~ TIMS 11:00 A.M. PROTECT N0. 61016 ~ DEPARTME L RKS ~ NT OF PUB IC WO ~ ~ . r~ CITY OF B~A~~ERSFIELD 1501 TRUXTUN AVIENUE ~ ~ B~~KF~RSFIELD CA 93301 c t~~. Telephone: (805) 326-3724 ~ ~ ~ . f 3l . ~ ~ a~p~'" 0 M { 3C:61016 GG:lh CITY OF BAKERSFIELD DEPARTMENT OF PUBLIC WORKS NOTICE TO CON RACTORS ED PROPOSALS will be received by the City of Bakersfield at the Office of SEAL the Purchasin Officer, City Hall, 1501 Truxtun Avenue, Bakersfield, California, 9 until 11:00 o'clock A.M, on Se tember 20, 1991 to be publicly opened and read immediate) thereafter, in the City Council Chambers for the following work: Y TRAFFIC SIGNAL ON STOCKDALE HIGHWAY AT VILLAGE LANE Plans ands cifications, and forms of proposal, bonds, and contract, may be Pe fined at the. office of the Purchasing Officer by posting a refundable deposit of obta ZERO -0- } for each complete set. Refund, of deposit will be ' lans ands cifications are returned to the Purchasing Officer made provided the p pe , within ten 10} da s from date of bid opening and the da~uments are in reasonable Y good condition. No bid will be considered unless it is made on a proposal form furnished by sin Officer which a ars herein immediately following the SPECIAL the Purcha g , r p~ , PROVISIONS of the roJect, and is made in accordance with the provisions set forth ~~p i tions" of the Standard under Section 2, Proposal Requirements and Cond , S cifications. Each bid must be accompanied by a proposal guarantee in accordance with the re irernents of article 2-1.07 of the said Section 2 of ~ the Standard Specifications, ' ves the ri ht to re'ect any or all bids. Bids The City of Bakersf geld reset g J , are re iced on the entire work described herein. ' ~ ' ecurities for mone s retained to ensure performance shall be Substitution of s y ' ursuant to the rovisions and requirements of Public-Contracts Code 22300. permuted p p Eli ible securities include interest bearing demand deposit accounts, standby letters. 9 of credit or an other security agreed to by the Contractor and .the City of Y Bakersfield. The request for substitution of securities to be deposited shall be ubmitted on the form entitled "Escrow agreement for Security Deposits in Lieu of s Retention" included in the~back of these special provisions. for must ssess a valid Class A or a Class C-10 Contractor's The Contrac po License at the time this contract is awarded. lated shall be done in accordance with the Standard The work contemp S cifications of the Department of Transportation, Business and Transportation Pe Agency, dated January,. 1988, insofar as the same may apply. Pursuant to Part 7 of Division 2 of the California Labor Code (Section 1720 et se . the Contractor shall not pay less than the prevailing rate of wages to q } is De artmen't of workers on this project as determined by the Director of Californ p Industrial Relations, The Director's schedule of prevailing rates is on file and o n for ins ction at the City of Bakersfield, Department of Public Works, 1501 Pe ~ , Truxtun Avenue, Bakersf geld, California. _1_ GG:lh 3C:61016.1 GENERAL DESCRIPTION OF WORK . be rformed consists, in general, of installing a traffic 'I~e work to pe signal at this location. CITY OF BAKERSFIELD EDGAR W. S~~iULZ Public .Works Director 1 . . 3C:61016.2 -2- GG:lh Y CITY OF BAKERSFIELD, CALIFORNIA DEPARTMENT OF PUBLIC .WORKS SPECIAL PROVISIONS SECTION 1 - DEFINITIONS AND TlERMS - E~~;RAI,. This work embraced herein shall be done in accordance 1 l.ol a with the Standard Specifications entitled "State of California, Department,of Trans ~rtation, Standard Specifications, January 1988,-" as referenced herein, po insofar as the same may apply, which specifications are hereinafter referred to as the Standard Specifications, and in accordance with the following special provisions. se of conflict between the Standard Specifications and these In ca s cial rovisions, the special provisions shall take precedence over and be used p in lieu of such .conflicting portions. -1.02 DEFINITIONS AND T~E~ZMS. All definitions and terms in Section 1, 1 "Definitions and Terms," of the Standard Specifications shall apply, except lowin terms or ronouns are used,~the intent and meaning shall. whenever the f of g p be as follows: Cit - City of Bakersfield, California. Y nt of Trans rtation, CALTRANS - The Engineering Department of Departure po the City of Bakersfield.. n Director -City Engineer, En ineer - The City Engineer,. acting either directly or through properly. g authorized a ents, such agents acting within the scope of the particular duties 9 entrusted to them, Laboratory - The designated laboratory authorized by the City ,to test materials and work, involved in the contract. cifications - Standard Specifications of the Department of Standard Spe Trans~rtation, Business and Transportation Agency, dated January, 1988. State - The City of Bakersfield. ontract Act - Cha ter 1, Division 2 of the. Public Contract Code, State C P The provisions of this act do not apply. to this contract. Other terms a aring in the Standard Specificat-ions, ahe general pPe rovisions, and the special provisions, shall have the intent-and meaning o P s cif ied in Section 1, Definition of Terms of the Standard Specifications. 1 ,3 _3- ~ GG:lh 3C :610 6 SECTION 2. PROP06AL REQUIRIE'~RENTS 2-1.01 C~NERAL INFORMATION. The Purchasing Officer of the City of Bakersfield, California, will receive at her office, City Hall, 1501 Truxtun, Avenue, in said City, until 11:00 o'clock A.M, on September 20, 1991, sealed proposals for TRAFFIC SIGNAL ON STOCKDALE HIGHWAY AT TILLAGE LANE 2-1.02 APPROXIMATE ESTIMATE. The Engineer's estimate of the antities of work to be done and materials to be furnished are approximate only, bein iven as a basis for the comparison of bids, and the City of Bakersfield 99 -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 an class. or rtion of the work or to omit portions of the work that may be Y po deemed necessary or expedient by the Engineer. 2-1,03 EX~~MINATION OF PLANS, SPECIFICATIONS; SPECIAL PROVISIONS, AND F WORK. The bidder is re fired to examine carefully the site of work, the SITE 0 ~ ro sal, Tans and specifications, and contract forms. It will be assumed that p p ~ ~ s to the conditions to be the bidder has investigated, and ~s satisfied a . encountered; the character, quality, and quantities of work to be performed and ials to be furnished, and as to the requirements of the specifications, the mater s cial rovisions, and the .contract. It is mutually agreed that the submission I~ p of a ro sal shall be considered prima facie evidence that the bidder has made p ~ such examination. 2-1.04 REJECTION OF PROPOSALS CONTAINING ALTERATIONS, ER~~SURES OR IRREGULARITIES. Pro sals may be rejected if they show any alterations of form, additions not called for, conditional or alternative bids, incomplete bids, or irre larities of an kind. Proposals in which the prices obviously erasures gu Y are unbalanced may be rejected. The ri ht is reserved to reject any and all proposals and waive any g 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 ' ro sed both in writin and figures, and must be signed by the bidder, pr ices p po , g 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 st 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. ~2-1.06 BIDDER'S C~1 All bids shall be presented under sealed er and shall be acco anied b a Prop©sal Guaranty-made payable to the City of cov mp Y Bakersfield, for an amount equal to at least ten percent ~10~~ of the amount of said bid and no bid shall be considered unless such Proposal Guaranty is enclosed therewith. 2-1.07 REQUIRED LISTING OF PROPOSED SIJBCON'I'RACTORS. Each proposal shall have listed therein the name and address of each Subcontractor to whom the 3C:61016.4 -4- GG:lh bidder ro ses to subcontract portions of the work in the arrr~unt of 1/2 of one. p ~ ver is neater in accordance with, the ,.percent of his total bid or $10,000, whiche g , Sublettin and Subcontracting Fair Practices Act, commencing with Section 4100 of 9 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 rovisions by using unauthorized subcontractors or by making unauthorized p 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 re irement to provide a list of DBE Subcontractors after the opening of the proposals for projects utilizing Federal funds. - 2-1.08 OMISSIONS 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 ' ent of the drawin s ands cifications or which are custo~mmarily furnished or int g Pe rformed, shall not relieve the. Contractor of his responsibility for furnishing -such omitted materials or performing such omitted work; but shall be furnished or rformed as if fully shown or described in the drawings or specifications. 2-1.09 WITHDRAWAL OF PRpP~OSALS. Any bid may be withdrawn at any time for to the time fixed in the public notice for the opening of bids by request pr .for the withdrawal of the bid filed with the Purchasing Department. The request shall be executed b the bidder or his duly authorized representative. The Y withdrawal of a bid does not prejudice the right of the bidder to file anew bid. then or not bids are o ned exactly at the time fixed in the public notice for Whe Pe o ning bids, a bid will not be received after -that. time, .nor may any bid be Pe withdrawn after the time fixed in the public notice for the opening of bids. 2-1.10 PUBLIC OPENING OF PROP~~6ALS. Proposals, will be opened and read blicl at the time and lace indicated in the "Notice to Contractors." I~ Y p 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 510?, 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 i hin 5 da s after the o nin of the bids of the alleged mistake, specifying in w t y I~ 9 the notice in detail haw the mistake occurred. Public Contract Code~Section 10285,1 Chapter 376, Stats, 1985) provides as follows: An state a enc ma suspend, for a period of up to three years-from Y g Y Y the date of conviction; any person from bidding upon, or being awarded, a ublic works or services contract with the agency under this part or ' p from being a subcontractor at any tier upon the contract, if that rson, or any partner, member, officer, director., responsible managing officer, or responsible managing employee thereof, has been convicted 3C: 61016.5 -5- GG: lh b a court of competent jurisdiction of any charge of fraud, bribery, Y collusion, conspiracy, or any other act in violation of any state or federal antitrust law in connection with the bidding upon, award of, or performance of, any public works contract, as defined in Section 1101, with an ublic entity, as defined in Section 1100, including for the Yp purposes of this article, the Regents of the University of California or the Trustees of the California State University. A state agency may determine the eligibility of any person to enter into a contract under this article by requiring the person to submit a statement under penalty of perjury declaring that neither the person nor any subcontractor to be engaged by the person has been convicted of any of the offenses referred to in this section within the preceding three years. A form for the statement required by Section 10285.1 is included in the proposal. 2-1.12 DISQUALIFICATION OF BIDDERS. More than one proposal from an individual, firm,, partnership, corporation, or combination thereof under the or different names will not be considered. Reasonable grounds for believing same that any individual, firm, partnership, corporation or combination thereof is interested in more than one proposal. for the work contemplated may cause the e'ection of all ro sals in which such individual, firm, partnership, corporation r ~ p po or combination thereof is interested. If there is reason for believing that collusion exists among the bidders any or all proposals may be rejected. w - Pro sals in which the prices obviously are unbalanced. may be rejected. ~ SECTION 3. AWARD AND EXI~:t1TION OF CONTRACT 3-1.01 GENERAL. The award. of the contract, if it be awarded, will be to the lowest res nsible bidder. The language "responsiblen 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-x..02 AWARD of CON'.I'RACT. The award of the contract, if it be awarded, wi 11 be made within forty-five (45) dais after the opening of the proposals unless extension is approved by the lowest responsible bidder. 3-1.03 CON`1'RACT BO~JDS. 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 (1000 of the contract .rice. The other of-the said bonds shall be in an amount of fifty p percent (50$) 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 on inall re fired, as is considered necessary, considering the extent of 9 Y ~ 3C:61016.6 -6- GG:lh the work~remainin to be done. Thereafter. no payment shall be made upon such 9 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 E;~ECCITION 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 Cit until the execution of the contract. All contracts shall be considered as Y being .made and .entered into in the City of Bakersfield, California. Failure to execute a contract and file acceptable bonds as provided herein within ten (10) days, not including Sundays, after the bidder has received notice that the contract .has been awarded, shall be just cause for the cancellation of the award and the forfeiture of the proposal guaranty. 3-1.05 RETURN OF BIDDER'S GU S. Within ten (10) days ~ of ter 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, TIME OF COMPLETION AND LIQUIDATED DAMAGES 4-1.01 GENERAL. Attention is directed to the provisions of Section 8 Article 8-1.03, "Beginning of Work," Article 8-1.06, "Time of Completion" and Article 8-1.0? "Li idated Damages," of the Standard Specifications, and is ~ . specifically hereby made apart of these special provisions. The first aragraph of Section 8-1.03, "Beginning of Work," of the . P 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 40 working days. r Contract working days will co~nence from the date. the Contractor begins work or the 15th calendar day from the date of the written notice to proceed, whichever comes first. The Contractor shall pay to the City of Bakersfield the sum of $ 200.00 r da for each and every calendar day's delay in finishing the work in excess ~ Y 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. SECTION 5. GENERAL 5-1.01 STATE CONrt~RACT ACT NOT APPLICABLE. Sections 1-1.40, "State Contract Act " and 9-1.10, "Arbitration," of the Standard Specifications are 3C:61016.? -7- GG:lh o , deleted. This contract is not governed by the provisions of the State Contract. Act. The adoption and use of the Standard Specifications in the performance of the work called for in this contract shall not be construed as an election by the City to proceed under Section 20396 of the Public Contract Code. In the event that a dispute arises between the parties, they are not obligated to submit the matter to arbitration~in any form (although they may do so upon written agreement) . 5-1.02 ALTERATION IN QUANTITY OF WORK. Increases or decreases in work exceeding an amount of $10,000 or which, together with all other previously approved change orders for that contract exceeds twenty-five percent (25~) of the original contract amount, must be authorized by the City Council. 5-1.03 CONTROL OF WORK. Control of work shall conform to the provisions in Section 5, "CONTROL OF WORK," of the Standard Specifications .and these special provisions. Section 5-1.02 nPlans 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. Y 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. . The second paragraph in Section 5-1.0.7, "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 PILING 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, 3C:61016.8 =8- GG:lh and that Contactor 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 ke t open at all reasonable hours for inspection pursuant to Section 1812 of the p Labor Code, The Contractor and all Subcontractors shall pay not less than the eneral prevailing rate of per diem wages and the general prevailing rate for 9 holiday and overtime to all workers employed in the construction of this project. The revailin rate for each craft, classification or type of work is determined p ~ g ~ ~ ial Relations and his by the Director of the California Department. of Industr , 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 wa es bein aid. Contractor shall not interfere in any way with the City's 9 9p 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. FIF'T'Y DOLLARS ($50) ursuant to Section 1775 of the Labor Code, p , 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 t0 Section 1813 of. the Labor Code, per worker required to work more than eight (8) hours per da or more than forty (40) hours per. week, except as provided in y Section 1815 of the Labor Code. 5-1.05 PAYROLL RECORDS. The fourth paragraph in Section 7-1.OlA(3), "Payroll Records,n of the Standard Specifications is deleted and shall not apply to this contract. 5-1.06 LABOR NONDISCRIMINATION. Attention is directed to Section, 7-1.OlA(4}, "Labor Nondiscrimination," of the Standard Specifications and these special provisions. Attention is also directed to the requirements of the California Fair loyrnent and Housing Act (Government Code Sections 12900 through 12996)., to the regulations promulgated by the Fair Employment and Housing Commission to i lenient 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.OLA(5), "A rentices," of the Standard Specifications. All Contractors and PP Subcontractors shall comply with the provisions of .Labor Code Sections, 1777.5, 1777.6, and 1777.7 ,relating to the employment of apprentices. If the Contractor does not have a union contract which provides for a rentices the Contractor and all Subcontractors shall submit one of the Pp ~ following 1, A copy of a "REQUEST FOR AN APPLICATION F'OR A CERTIFICATEaOF APPROVAL TO IIKPLOY AND TRAIN APPRENTICES ON PUBLIC WORKS." This re uest shall be submitted to the local Department of Industrial q Relations, Division of Apprenticeship Standards on the Contractor's and each Subcontractor's letterhead or DAS 140, enclosed with these specifications. 3C:61016.9 -9- GG:lh 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 S~~'ETY. The Contractor shall comply with Section 6705 of the Labor Code which provides that the Contractor's responsibility shall be as follows: e If the contract price for the project includes an expenditure in excess of ~1i~EN`t'Y-FIVE THOUSAND DOI~L~~RS ($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, slo ing, or protective systemless effective than that required by the p 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 _ts employees. 0 The terms "Public Works" and "Awarding Body," as used in this section, ahall have the-same meaning as in Labor Code Sections 1720 and 1722 respectively. 5-1.09 SOUND CONTROL REQUINTS. Sound control shall con~forrn to the rovisions in Section 7-1.OlI, "Sound Control Requirements," of the Standard p Specifications and these special provisions. The noise level from the Contractor's operations, between the hours of 9:00 P.M. and 6:00 A.M., shall not exceed 86 dbA at a distance of 50 feet. This re uirement in no way relieves .the Contractor from responsibility for complying q with local ordinances regulating noise level. Said noise level re irement 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.. Fu11 compensation for conforming to the requirements of this section .shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed therefor. ~c~h~nlh.lo -10- GG:lh 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 WiORKING HOURS. Contractor shall limit his field working hours from 7:00 A.M, to 4:30 P.M. Any deviations must be requested and in writing and directed to .the Construction Engineer at the Pre-Job Conference. Written approval from the Construction Engineer is required for work beyond these limits. Any. time work proceeds beyond the time limits or on holidays, or weekends, the Contractor will be charged for all associated overtime charges and said charges 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 CON`TRACTOR'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 Hi~RMGESS. 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 durat-ion of this agreement the following types and limits of insurance: Automobile liabilit insurance, providing coverage on an occurrence basis for bodily injury,, including death, of .one or-more persons, property damage and personal injury, with limits of not less than one million ($1,000,000) per occurrence; and The automobile liability policies shall provide coverage for owned, non-awned and hired autos. General liabilit insurance, providing coverage on an occurrence basis for bodily ~in~ury, 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. 30:61016.11 -11- GG:lh The liability policies shall provide contractual liability coverage for the terms of this agreement. The liability policies shall contain an additional insured endorsement iri favor of the City, its mayor, council, officers, agents, employees and volunteers; Workers' co nsation with statutor limits and a to er's liabilit insurance with 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. c If any. part of the work under this agreement. is sublet, similar insurance shall be provided by or on behalf of the subcontractors to cover their operations.. The insurance required under this agreement shall be maintained until all work required to be performed under the terms of this agreement is satisfactorily completed as evidenced by formal acceptance by the City. All costs of insurance required under this agreement shall be included in the Contractor's bid, and no additional allowance will. be made for additional costs which may be required by extension of the insurance policies. 5--1.14 COI~ITRACTOR'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. R 5-1.16 WORK I~1 CITY STIZFE'I'S. All of the .work shown on the plans and included in these specifications that is located in the public streets in the City of Bakersfield shall be done in accordance with City Ordinance regulating the use of public streets within the City, except as otherwise provided herein. The Contractor shall inform himself as to all regulations and 30:61016.12 -12- ~GG:lh J , 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 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 forefeiture will not release the contractor or his sureties from liability or failure to fulfill the contract. The Contractor and his sureties will be credited with the amount of money so forfeited toward any excess of cost over and above 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 binda.ng on all parties to the contract. 5-1.19 TIIKPOR~~RY SUSPENSION OF WORK. The Engineer shall have the authority to suspend. the work wholly or in part, for such period as he may deem 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. 30:61016.13 =13- GG:lh 5-1.21 FINAL PAYMENT. In addition to the conditions, provisions, an irements of Article 9-1.07B, "Final~Payment and Claims,"~of the Standard requ Specifications, the following shall apply: The Cit ma withhold funds, or because of subsequently discovered Y Y facts, nullify the whole or any part of any certificate for payment, to such extent as may be necessary to protect the City from loss due to causes including but not limited to the following: a. Defective work not remedied; b. Claims filed or information reasonably indicating probable filing of claims; ' tractor to make a ent due for materials and/or c. Failure of Con P Ym labor; i n causin reasonable doubt that the contract can be d , Inf ormat o g completed for any unpaid balance; e. Damages to another Contractor; and f : Breach of any terms of this contract. r , an and. all. such causes are removed, certificates shall be issued When y for amount withheld. fifth ara rah in Section 9-1.07B, "Final Payment and Claims," of The. p 9 p m the Standard Specifications is amended to read: ' will make the final determination of~any claims which The Director remain in dispute -after completion of claim review. Aboard or person ' ed b said Director will review such claims and make written designat y recommendation thereon. ' eer shall after the completion of the contract, make a The City Engin ' 1 estimate of the amount of work done thereunder, and the value of .such work, f ina and the Cit .shall pay the entire sum so found to be due after deducting Y h refrom all revious yments and all amounts to be kept and all amounts to be t e p Pa wined under the rovisions of the contract. All prior partial estimates and ret p ents shall be sub'ect to correction in the final estimate and payment. The paym 7 final a nt shall not be due and payable until the expiration of thirty (30) p Y~ da s from the date the "NOTICE OF COMPLETION" is recorded at the. County Y ~ ~ ion and return b the Contractor of the Recorder s Office and after execut Y attached GUARAN~['EE when applicable. ' tuall a reed between the parties to the contract that no It is mu Y g xce t the final certificate given or payments made under the contract e p ' f icate or final a ent, shall be conclusive evidence of the performance of. certi p Ym the contract either wholly or in part, against any claim of the party of the first art, and no payment shall be~construed to be an acceptance of any, p defective work or improper materials. And the Contractor further agrees that the payment of the final amount d e under the .contract, and the adjustment and payment for any work done in u accordance with any alterations of the same, shall release the City, the City -14- GG: lh ~r~ ~ ti ~ (11 h. l 4 ~v• v+~~ 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 INC~~EASED OR DECREASED QUANTITIES. The word "compensation" in the following. paragraphs of the Standard Specifications is replaced with the words "unit price": .Third paragraph of Section 18-1.05, "PAYMENT". Third paragraph of Section 24-1.08, "PAYMENT". Second paragraph of Section 36-1.07, "PAYMENT". Tenth paragraph of Section 39-8.02, "PAYr!~ENT". 5-1.23 HAZARDOUS MATERIALS. The Contractor shall be held res nsible for his workers and subcontractor's well-being and their education of handlin .hazardous materials when hazardous materials are encountered during this 9 project. SECTION 6. CONTROL OF MATERIALS 6-1.01 GENERAL. Control of materials shall conform to the provisions in Section 6, "Control of Materials," of the Standard Specifications and these . special provisions. At the option of the Engineer, the source of supply of each of the materials shall be a roved by the Engineer before delivery is started and pp before such material is used in the work. Representative preliminary samples of the character and quality prescribed .shall be .submitted by the contractor or roducer of all materials to be used in the work, for testing or examination as p 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 s cial methods and tests as are prescribed in~the specifications. I~ - AL AND MATERIAL SITES. The operation of any 6 1.02. BORRCJW, DISPOS 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 . S cifications and theses cial provisions. All provisions for water pollution, pe ~ and sound control that apply within the limits of the contract shall apply to all borrow or disposal sites utilized by the Contractor. U n co letion of the work, all such sites and haul roads shall be po mA graded and treated so that, at the time of final inspection of the. contract, ' rain will blend with surrounding terrain, and will have a potential they .will d , 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 llut~ion 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. ~C_~hl (llh.l5 -15- GG:lh Full compensation for complying with the requirements for borrow, is sal and material sites in this section shall be considered as included in d po 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 C;OMPLT~~ICE. In accordance with Section 6-1.07, "Certificates of Compliance," of the Standard Specifications, the En ineer may permit the use of certain. materials or assemblies, prior to 9 sam lin and testing, if accompanied by a Certificate of Compliance. P 9 SECTION 7. CONSTRUCTION DETAILS SECTION ?-1 GENERAL 7-1.01 ORDER OF WORK. Order of work shall conform to the provisions ' ion 5-1.05 "Order of work," of the Standard Specifications and. these . in Sect special provisions. All stri in removal shall be completed a minimum of 2 days prior P g si nal bein laced into operation. Pavement delineation shall be replaced to g g p ~ veled wa to ublic traffic. by temporary delineation before opening the tra y p lineation shall consist of reflective traffic line tape applied in Temporary de feces not less than 4 inches long nor less than 4 inches wide spaced no more, p than 10 feet a art on curve nor more than 20 feet apart on tangents. Reflective P traffic line to shall be applied in accordance with the manufacturer's instructions. Temporary delineation shall be the same color as the permanent ' F 11 co nsation for temporary delineation shall be considered as delineation. u mpe included in the rices paid for .the contract items of work that obliterated the p existin .delineation and no separate payment will be made therefor. . g when initiall installed, all vehicle and pedestrian signal faces Y 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 lace until all si nal operations have been checked and signal is placed into P g operation. . ' r to conunencement of the traffic signal functional tests, all Prio items of work related to the signal control shall be completed and all signs . shall be in place. OBSTRUCTIONS. Attention is directed to Section 8-1.10, . 7 1.02 "Utilit and Non-Highway Facilities," of the Standard Specifications, the plans, Y and the special provisions. ontractor will be re iced to work around public utility facilities The C ~ and other i rovements 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 rovisions of Article 7-1.11, "Preservation of Property," ~ ~ p ~ d S cif ications, the and 7-1.12,, Responsibility for Damage, of the~Standar pe Contractor will be liable to owners of such facilities and improvements for any dama a or interference with service resulting from conducting his operations. 9 The exact location of underground facilities and improvements within the i n area shall be ascertained by the Contractor before using equipment construct o that ma dama e such facilities or interfere with the services. Other forces Y g ma be engaged in moving or removing utility facilities or other improvements or Y 30:61016.16 -16- GG:lh ' ices or utilities. The Contractor shall cooperate with such maintaining serv forces and. conduct his operations in such a manner as to avoid any unnecessary Bela or hindrance to the work being performed by other such forces. y An~ dela to the Contractor due to utility relocation whether or not the y Y ' it is shown or correctly located on the plans will not be compensated for util y ime comQnensurate with such delays, as idle time. However, additional contract t may be allowed. ~ . At locations where irrigation systems exist, the Engineer will direct Contractor as to what steps will be required to protect the irrigation the s stem and the area it serves. The Contractor shall replace the irrigation Y system as directed by the Engineer. ' ion monuments and stakes shall be fully protected Existing land subdivis b a e or dis lacement and they shall not be disturbed unless directed y from dam g p . the Engineer. tion is directed to the fact that nuisance water may be present at Atten ' salon the ro'ect. It will be the responsibility of the Contractor to _ all time g P J ' ndlin of said water and any expense involved shall be considered provide for ha g ' 'n the rices aid for the various items of work and no additional as ,included i P P allowance will be made therefor. xce t in the case of extra work, full compensation for conforming to E p re irements of .this article shall be considered as included in the prices the qu itional co .nsation will be made paid for the various items of work .and no add therefor. -1.03 MAINTAINING TJRAFFIC. The Contractor shall furnish, .install 7 maintain si ns, li hts, flags and other warning and safety devices when and g g ' work which interferes with or endangers the safe movement of traffic performing on any street or highway. ' li hts fla s and other warning and safety devices and the-ir use Signs, g ► g conform. to the re irements set forth in the current "Manual of Traffic shall ~ is - Warnin Si ns, Lights, and Devices for Use in Performance of Work Upon Contro g g ~ De artment of Trans rtation. Highways, published. by the State of California, p Po ' and use of devices shall be as specified and as directed by the Application . Engineer.. . 11 kee the Bakersfield Fire Department informed at The Contractor sha p .imes as to the exact location and progress~of the work and shall notify all t them immediatel of any streets impassable for fire fighting equipment. Y The si-xteenth and nineteenth paragraphs of Section 7-1.08, "Public. Convenience " of the Standard Specifications, shall be amended to .read as follows ' n o rations re icing lane closures shall be actively in Constructio pe qu ~r. ti~ (11 h _ 17 -I7- GG: lh ./V•Vi.v+v 1 Tess onl between the hours indicated below, Monday through Friday, grog Y except legal holidays. Street Direction of Travel ~ Hours Stockdale Highwa Eastbound-Westbound 8:30 AM-4:00 PM re construction o rations are actively in progress, a minimum of one whe Pe traffic lane, not less than twelve feet in width, shall be open for use by ublic traffic. where construction operations are not actively in p r ress, not less than two such lanes shall be open for use by public p ~ ~ ~ rmitted to use the shoulders and, if traffic. Public traffic may be pe half-width construction methods are used, may also be permitted to use the side of the roadbed o site to the one under construction. No additional pig co nsation will be allowed for any shaping of shoulders necessary for the acconnmodation of public traffic thereon during paving operations. In order to ex dite 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 si ns, li hts, flares, temporary railing (Type K}, barricades, and g 9 ~ ~ e and direction of ublic other facilities for. the sole convenient p traffic. Also, where directed by the Engineer,, the Contractor shall ' h tom tent fla en whose sole duties. shall consist of directing furnis pe gm the movement of public traffic through or around the work... when eemed necessar b the City, the signs "Road Construction Ahead," d ~~Y Y No, C-18, and End Construction,," No. C-13, shall be furnished, installed and maintained by the Contractor at locations as directed by the En ineer at least 48 hours in advance, of any construction. g 7-1.04 EXISTING HIGHWAY FACILITIES. The work performed in~ connection with various existing facilities shall conform to the provisions in Section 15 "Existing Highway Facilities," of the Standard Specifications and these special provisions. ' hi hwa si ns and street markers shall remain the ^ Existing City g y g ro rt of the City. Such signs and street markers shall be relocated and P Pe Y maintained durin construction so as to convey the same intent that existed g prior to construction. Existin City highway signs and street markers shall be placed in g ~ ~ ' es rior to co letion of their permanent position by the Contractor s fort p mP construction. Si ns removed from the project area shall be delivered to the g City Corporation Yard at 4101 Truxtun Avenue. PAYMENT. Full compensation for conforming to the requirements of the two receedin ara ra hs shall be considered as included in the prices paid for p g .P 9 P the various items of work and no additional allowance will be made therefor. y - IC STRIPES AND PAVJEMENT N~~RKINGS . Tr a f f i c 7 1.0 5 REMOVE TIRAFF stri sand 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 ssible from the avement by any method that does not materially damage extent po p 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 as the work r resses. Accumulations of sand or other material which removed p og mi ht interfere with drainage or might constitute a hazard to traffic will not g be permitted. Traffic stri s shall be removed before any change is made in the traffic pattern. Blast cleaning for removal of traffic stripes shall be feathered out to irre lar and varying widths. Pavement markings shall be removed by blast 9u cleann a rectangular area, rather than just lettering or markings, so the old 9 message cannot be identified. e er removal of traffic stri sand pavement markings, a fog seal Aft I~ coat shall be applied in conformance with the provisions in Section 37, "Bituminous Seals," of the Standard Specifications and the following: ~ ~ fic stri removal areas, the fog seal coat shall be applied In traf pe over the traffic stripe removal area and to irregular. and varying widths with an ' h of 2 feet ;on each side of the blast cleaned traffic stripe removal average widt .area. Q ment markin removal areas, the fog seal coat shall be applied In pave g to the blast cleaned rectangular area. In areas of removal where excessive gouging has occurred, as determined by the Engineer, the gouged pavement shall be repaired utilizing a sheet asphalt patch as directed by the Engineer. nsation for furnishin and applying fog seal coat as speci- Full cornpe g Pied herein shall be considered as included in the contract price paid per s are foot for removal of traffic stripe and pavement marking and no separate. ~ ~ . payment will be made .therefor. Nothin in theses cial rovisions shall relieve the Contractor from g ~ p his res nsibilities as provided in Section 7-1.09, "Public Safety," of the Standard Specifications. M1E~~SUREMENT AND PAY~!RENT. Quantities of traffic stripe removed will be determined b the width of the stripe plus 0.67-foot multiplied by the length Y of~the~stripe. The space between double traffic stripes will be measured as ainted traffic stri Quantities of pavement markings removed will be. p ~ determined by the actual size of the rectangle measured in square feet. Removin of traffic stripes will be paid for at the contract unit price g per square foot for the actual area of authorized stripe removal. The contract unit price per square foot as remove traffic striping and ~r.~~n~~ 14 -19- GG:lh JV•Vyviv~y~ marking shall include full compensation for furnishing all labor, materials, tools, equipment, signs and for doing all work necessary for removing existing striping as shown on plan and as directed by the Engineer.. . 7-1.06 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 har~nering 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. MEASUREMENT AND PAYMENT. Miscellaneous roadside signs shall be paid for at the contract per unit for install roadside signs (GSP Post). Installation of one or more sign panels mounted on a single post shall be counted as one roadside sign (GSP Post) . 7-1.07 OVERH]CAD 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 si ns will be furnished and installed by City of BB ersfield using mast-arm hanger methods such as Hawkins M10J 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 RELOCATE EXISTINGtl MEDIAN NOSE. Existing median nose shall be demolished and a new median nose constructed where shown on the plans. The con- struction of a new median nose shall conform to the provisions in Section 73, "Concrete Curbs and Sidewalk," of the Standard Specifications and these special ..provisions. The street shall be patched as per C. 0'. B, Standard S-6. and these special provisions.. PAYMENT. Full compensation for demolishing the existing .median nose,. constructing a new median nose and patching the pavement will be considered as included in the prices paid for the various items of work, and no separate payment will be made therefor. 7-1.09 TRAFFIC DELINEATION. Immediately after resurfacing operations or when directed by the Engineer, replace all obliterated pavement delineation with temporary delineation during the same work period, and in no case later than 7:30 a.m, following such work period. ~n_r~n~r nn ~n r+n.~L, 31.: OlUID 0 GU GU lN: llt 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. t z Remove temporary delineation applied to asphalt concrete patches immediately prior to applying asphaltic emulsion tackcoat for asphalt concrete over lay. A striping plan will be made available to the Contractor when traffic delineation is to be modified by the City. PAYMENT, Full compensation for traffic delineation shall be considered as included in the prices paid for the various items of work, and no . separate payment will be made therefor. SECTION 7-2 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. Portland cement concrete shall conform to Section 90-10, "Minor Concrete," of the Standard Specifications and shall contain not less than 470 pounds of cement per cubic yard, except .for pile foundations shall contain not less than 564 pounds- of cement per cubic yard. 7-2.02 CONDUIT. Conduit shall conform to the. provisions in Section - 86-2.05, "Conduit," of the Standard Specifications and these special provisions. Conduits may be installed by either jacking/drilling or open trench methods. Installation. using jacking or drilling shall conform to Section 86-2.05C, "Installation," of the Standard Specifications. Open trench installation shall conform to the following specifications: 1. Conduit shall be rigid non-metallic type. Conduit shall be placed under existing pavement in a trench. not to exceed 6`'inches in width. Trench shall be cut using a rock saw and all loose uncompacted material shall be removed from the bottom of the trench prior. to placement of .conduit. The top of the installed conduit shall~be a minimum of 12 inches below finished grade. 2. The conduit shall be placed in the bottom of the trench and the trench shall be backfilled with a one (1) sack slurry cement ~r~~tiin~ti.2.~ -2l- GG:lh v v• v+ v+ v M kfill. Slurr cement backfill shall be placed to within 0.20 bac y 20 feet shall be . feet of the pavement surface . The top 0 . backfilled with asphalt concrete produced from commercial quality paving asphalt and aggregates. 3. Prior to spreading asphalt concrete, paint binder shall be applied ass cified 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 as halt concrete surface of uniform smoothness, texture, and p density.. xcavated areas in the avement shall be backfilled by the end 4. All e P 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 ndent u n adverse soil conditions or other circumstances ~ ~ ~ er ma s cif which of the encountered at the time of construction, the Engine y pe Y above methods may be used., - BOXES. Pull boxes shall conform to the provisions in 7 2.03 PULL ~ ~ e s cial Section 86-2.06, "Pull Boxes, of the Standard Specifications and thes pe provisions. Recesses for sus nsion~of ballasts will not be required. Pe 7-2.04 CONDUCTORS AND WIRING. Conductors and wiring shall conform to ' in Section 86-2.08, "Conductors," and Section 86-2.09, "Wining," the provisions 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. ' ductor cable conforming to the following shall be used: Only multi-con cable consistin of 5 No. 14 conduc-tors colored leach 5 Conductor 9 red, yellow, brown, white and black. able consistin of 1 No. 12 conductor colored white and 9 Conductor c 9 8 No. 14 conductors colored 1 each red, yellow, brown, black,. red/black stripe. yellow/black stripe, brown/black stripe and white/black stripe. or cable consistin of 1 No. 10 conductor colored white and 28 Conduct g 27 No. 14 conductors colored as indicated in the following conductor table for a single ring operation. ~r. n~ ti _ 2~ -22- ~ GG: lh ../V • V.bv i+v • YY Q ~ CONDUCTOR TABLE Insulation Colors Signal Phase Circuit qr Function Base Strioe 2 & 6 Red, Yellow, Brown Black Vehicle 4 & 8 Red, Yellow, Brown Orange Signals 1 & 5 Red, Yellow, Brown Silver 3 & 7 Red, Yellow, Brown Purple 2p & 6p Red, Brown 2 Black . Pedestrian 4p & 8p Red, Brown 2 Orange Signals lp & 5p Red, Brown 2 Silver 3p & 7p Red, Brown 2 Purple 2p & 6p Blue Black Pedestrian 4p & 8p Blue Orange Push Buttons lp & 5p Blue Silver 3p & 7p Blue Purple Pedestrian Push Buttons white Black. Common Signal white None Railroad Pre-emption~ Black Red .Spare - Black - None The cable sheath shall be polyethylene and the conductor insulation shall be Type THWN polyvinyl chloride. . Conductors shall be spliced by the use of "C" shaped compression connectors as shown on Standard Plan ES 13. Splices shall be insulated by."Method B." 7-2.05 SERVICE. Service shall conform to the provisions in Section 86-2.11, "SERVICE", of the Standard Specifications and these special provisions. Unless otherwise noted, service shall be as shown on the plans and shall~be furnished with 100 amp, 240 volt, 3 pole main breaker and the following, branch circuit breakers: No. Amps Phase Volts Branch Metered 1 60 1 110 Traffic Signal Yes 2 30 1 110. Lighting No *3 30 1 110 Flashing Beacons Yes * Provided where flashing beacon is included with the traffic signal. The Engineer will arrange. with the serving utility to complete service connections to service points shown on the plans and will pay all required costs \ and fees required by the utility. 3C:ht(lth.2~ -23- GG:lh 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. 7-2.07 SIG~JAL FACES AND SIG1!1AL HEAD5. 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 lam s for traffic signal units shall be furnished by the P Contractor. All signal faces shall be provided with 12-inch sections. The. third sentence of the first paragraph. of Section. 86-4.06, "Signal K Mounting Assemblies," of the Standard Specifications, shall be amended to read as follows: Slip-fitters and terminal compartments shall be cast bronze or hot-dip galvanized ductile iron. 7-2.08 PEDESTRIAN SIGIJALS. Pedestrian signals shall conform to the rovisions in Section 86-4.05, "Pedestrian Signal Faces," of the Standard p Specifications and these special provisions. Pedestrian si nals shall be C, and shall have energy efficient heads g 'rY~ equivalent to Indicator Controls. Corporation Model 40948. 7-2.09 LUMINAIRES. Luminaires shall conform to the provisions in Section 86-6.01, "High. Intensity-Discharge Luminaires," of the Standard Specifications and these special provisions. Luminaires shall be furnished with 200-watt. high pressure sodium lamps. and integral ballasts. . An in-line fuse shall be located in the pull box. 7-2.10 PHO~t'oELECTRIC CO1!iTROLS. Photoelectric controls shall conform to the provisions in Section 86-6.07, "Photoelectric Controls", of the Standard Specifications and these special provisions. Each luminaire shall be~provided with a Type IV photoelectrical, control. ~~~tiiniti.~4 ~ -24- GG:lh vvs v.rv+.v~ q 7-2.11 CONTROLIGERS, CABINETS AND AUXILI~~RY EQUIPMENT. The City will furnish the controller and cabinet assembly for each location. s 7-1.12 DETECTORS. Detectors shall conform to the provisions in Section 86-5, "Detectors," of the Standard Specifications and these special rovisions. Location and layout of detector loops shall be as directed by the p Engineer. INSTALLATION DETAILS: Installation and tests shall conform to the details and notes shown on the plans. Slots cut in the pavement shall be blown out and dried before installing inductive loop detectors. After conductors are installed in slots cut in the pavement, the slots shall be filled with e xy sealant conforming to the. requirements in Section ~ ~ inch of the avement 95-2.09, Epoxy Sealant for Inductive Loops, to within 1/8 p surface. The sealant shall be at least 1/2 inch thick above the top conductor in the . Before settin , sur lus sealant shall be removed from the adjacent road saw cut 9 p surfaces without the use of solvents. . ~In lieu of the e x sealants cified above, slots may be filled with I~ Y ~ either of the following materials: 1. An elastomeric sealant conforming to the following: The sealant shall be a polyurethane material of a composition that will within its stated shelf life, cure only in the presence of moisture. Sealant .i shall be suitable for use in both asphalt concrete and portland cement concrete. The cured sealant shall have the following-performance characteristics: Measuring~Standard Pro rt and Results ~ And Conditions H rdness indentation - 65-85 ASTM D 2240 Res. 'T'ype A, Model 1700 a ( ) ° , 77° F. (.25 C. ) 50 o relative humidity. Tensile,stren th - 500 si, min. ASTM D 412 Die C, pulled at 20 IPM.. 9 p Elon ation - 400, minimum ASTM D 412 Die C, pulled at 20 IPM, g - 4 ° F. - no cracks 25 mil Free Film Bend (180°) over 1/2" Flex at 0 Mandrel, herin Resistance - Sli ht ASTM D 822 Weatherometer 350 Hrs. Weat g 9 Chalking Cured 7 days at 77° F. (25° C.) 50~ relative humidity. Salt S ray Resistance - 500 psi, ~ ASTM B 117 28 days at 100° F. (38° C.)' p minimum Tensile; 400, minimum 5~ NaCl, Die C, pulled at 20 IPM. elongation Dielectric Constant - Less than ASTM D 150.. 25~ change over a temperature range of -30° C. to 50° C. ~~.Gin~G -25- GG:~lh JV~VZVZV•vJ 2. As haltic Emulsion Inductive Loop Sealant shall conform to State of p California Specification 8040-41A-15. Loop conductors shall be installed without splices and shall terminate in the nearest ull box. The loops shall be joined in the pull box in combination of p series and parallel so that optimum sensitivity is obtained at the sensor unit. Final splices between loops and lead-in cable shall not be made until the operation of the loops under actual traffic conditions is approved by the 'Engineer. All loop conductors for each direction of travel for the same phase of a traffic signal system, in the same pull box, shall be spliced to a cable which shall be run from the ull box ad'acent to the loop detector to a sensor unit mounted in p J , the controller cabinet. Splices to the cable shall be made in pull boxes only. All loop conductors for traffic counters shall terminate in a pull box or terminal strip in the traffic count station cabinet when such a cabinet is installed. Conductors for inductive loop traffic signal and traffic counting. installations shall be identified and banded, in pairs, by lane, in the pull box ad'acent to. the loops and near the termination of the conductors in the controller J or traffic count station cabinet. Bands shall conform to the provisions in Section 86-2.09, "Wiring." Identification of each conductor pair shall consist of labeling the base and detector slot number (e.g. - 6J2L, SJ8U, 3I5U, etc.) in permanent .ink p on a to suitable .for such purposes (Stuart Electric Ty Rap, Catalog No. TY5532 9 or approved equal), . If as halt concrete surfacing is to be placed, the loop detector p conductors shall be installed prior to placing the uppermost layer of asphalt concrete.. The conductors shall be installed, as shown on the plans, in the compacted layer of asphalt concrete immediately below the uppermost layer. Installation details shall be as shown on the plans, except the epoxy sealant shall fill the slot flush to the surface. Detector loops in concrete pads shall be sealed with epoxy sealant. Loop detector lead-in cables shall conform to the provisions in Section 86--S.OlA~(4), "Construction Materials," of the Standard Specifications and these special provisions. Loop detector lead-in cables shall be Type B, and shall conform to the following: . 1. All spade connectors used to attach to terminals inside the controller cabinet shall be crimped and soldered to the conductor. 2. Loo wires in the pull box shall be twisted at a minimum p rate of 5 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. 7-2.13 GUARANTEE. The Contractor shall furnish a written guarantee to the Cit on the form attached, guaranteeing all systems, except traffic signal Y ~~.Gini~ -~h- GG:lh JV~VLVyV•vV ~v r ' ~ un er this contract for a period of one (1) year from the date of lamps, installed d be fi with the acce tance of the work. The guarantee, properly executed, shall led P it before notice of completion and final acceptance ~s made by the Clty of the C y work described on the plans and these special provisions. - 14 PAYMENT. Pa ent for signals and lighting shall conform to 7 ~ the rovisions in Section 86-8, Payment , of the Standard Specifications and. p these special provisions. nsation for cast-in-drilled hole concrete pile foundations Full compe hall be considered as included in the contract lump sum price paid for the item s re irin foundations and no'separate payment will be made therefor. ~ g -2.15 TI~AFF'IC SIGNAL I~O]~T• wiring .for traffic signal 7 ' connect shall be #20 AWG 3 pair, with each pair individually shielded, with inter 22 AWG tinned co r drain, wire and the whole to be polyethylene jacketed, a # P~ such as Atlas wire & Cable Corp, # A-778. PAYMENT. Full compensation for installing traffic signal interconnect ' ludin conduit, wiring and pull boxes will be considered as included in the inc g rices aid r lineal foot of traffic signal interconnect, and no separate payment p p ~ will be made therefor. ~ . ~a ~r~ti~~1ti_~7 -27- GG:lh J V~ V+ v+ V~ r r . [INCLUDE wITH DEZ~CTOR SPECIFICATIONS} A 8040-41A-15 STATE OFCALIFORNIA~ Specification Asphaltic Emulsion Inductive Loop Sealant 1. o scoPE ' ication covers a one component, pourable sand filled, . This spec~f as haltic emulsion for use in sealing inductive wire loops and leads P imbedded~in asphalt and Portland cement concrete. This sealant ~s suitable for use in freeze-thaw environments. 2.0 APPLICABLE SPECIFICATIONS . ' s cifications, test methods and standards in effect on The following pe the o nin date of the Invitation to Bid forma part of this pe 9 specification where referenced: American Society for Testing and Materials D2939, D2523 California Test Method No. 434 ' ment of Trans nation Standard Specifications 1988 California Depart 1~ ' is S cification 8010-XXX-99 Inspection, Testing and State of Californ pe Other Requirements for Prptective Coatings of Federal Re lations, Hazardous Materials and Regulations Code gu Board, Ref. 49CFR. 3.0 REQUIREMENTS 3.1 Composition The com sition of the loop sealant shall be a sand filled, pourable, I~ ter emulsified bitumen. It will be the manufacturers responsibility wa to roduce aone-component product to meet the properties specified p herein. 3.2 Characteristics of the Sealant ' wei ht rcent 70 Minimum 3.2.1 .Residue by evaporation, g pe .Use ASTM D2939 . i ht rcent 50 .to 65 . 3.2.2 Ash content, we g pe Use ASTM D2939 1016.28. -1- GG:lh 3C.6 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 50 to 125 RVT Spindle #3, 10 RPM at 75 + 2°F. 3.3 Properties of the Dried Film 3.3.1 Flexibility, No full depth Use ASTM D2939, except air dry specimens to cracks constant weight at 75 +t5°F, and 50 + 10~ relative humidity. Condition mandrel and specimens 2 hours at 75 + 2°F before test. Use aluminum panels, 0.03 inches thick (Q panel or equal} . 3.3.2 Tensile Strength, psi, 20 minimum cast sheets 0.25 inches thick and air dry at 75 + 5°F, 50 + 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 3.3.4. Slant-shear strength to~concrete, psi, 150 minimum, Use California Test Method~No. 434., Part VIII.. Space. with no loss .dam blocks with 0.25 inches between slant faces, seal of adhesion to p sides and bottom with tape and fill with the well stirred ,concrete ..sample,strike off the excess. -Dry in 140°F oven to constant weight and condition 1 day at 75 + 2°F before r 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 an other cause, the sealant shall be considered unfit Y for use . 30:61016.29 GG:lh ltic Emulsion Inductive Loop Sealant 8040-41A-15 Alpha 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 transpor-tation charges incurred .in replacing material that is unfit for use. The properties of any replacement material, as specified in Paragraph 3.0, shall remain satisfactor for 12 months from date of acceptance and delivery. Y - 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 PROVISIONS 4.1 Inspection ' material shall be ins cted and tested in accordance with State of This Pe e 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 rmitted until the material has been approved by the Engineer. 5.0 PREPARATION FOR DELIVERY 5.1 Packaging The sealant .shall be repared in a one package system ready for P application. The material shall be furnished in container size as s cified in the urchase order or contract. If ordered in 5 gallon Pe P 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. De artment of Trans rtation or the Interstate Commerce Commission . p po regulations, as applicable. 5.2 Marking All containers of material shall be labeled showing~State s cif ication number manufacturers name, date of manufacture and Pe 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. 30:61016.30 GG:lh Asphaltic Emulsion Inductive Loop Sealant 8040-41A-15 6.0 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 recon~nended. Any clean up of road surface or .tools can be done with water, before the sealant sets. 6.2 Patents The Contractor shall assume all costs arising from the use of patented materials, equipment,. devices, or processes used on or .incorporated in the work, and agrees to indemnify and save, harmless the State of California., and its duly authorized representatives, from all suits at law or action of every nature for, or on account of , the use of any patented materials, equipment, devices or processes. 6.3 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. 4 30:61016.31 GG:lh • Sow Cut . . • • . ~ •'•C/oss' 1~' (6 sar~l Patbnd.~. ••Ex~st;n9 • • • . : ' • ~ ~ ~ ~ ~ :Cement Canc~ete. Cola' • orf/ond C~nerN • ~ , ~ ~ • ; . • and Iinlsh to ntoJch • • Conc~ett ~ ~odjoclnl poven►ent.•:;~~~''•~~••;:•.~ • ~ '~i . Select Moter~ol ' o~~ 'r (Il regvnedl ' r i Boc~rfill PATCH IN CONCRETE SURFACE er S~ow1 CutC,', ^-bMdlr ~ ltA:" ~,~li r• j~u► ' ~ Q 4NRrr~ JV o{/jn x~J/ of w 7'~• fi{I•~{N i~ • . CJoss• .4 T/6• soclf ra I • I ,I .f,.~.••,'I I.~, I',~••,., lkCl MoIN • ° s ~ requa Bx~tlill PAT IN ASPHALT CONCRET SURFACE MORE THAN 3" IN THICKNE A,~oholtic ~N N Asphaltic poNM GENERAL MOTES. d'noer SoN► Cul r' bm~ All y~ ~nrons/`y-'Q_ and molliio/s sho/I • ~a~;,i ~~~1•~ • 4 os,,Aho/t concr~te:•'«, x~stirtgZgs ~ronc conform to llk regwirM►lnis s!I /alh in • 4 • o, . r• in .ahK~r a "Slondord ,S,vlalicot~ons, Slot! of ~ ;l;•:~;°,~.•.. 4llr•Q is t lh • ~ •ta ~ t ' , ~ ~ ~ • ' gal i forr~~a, Departrent of 6'llntreoltd root bosl,•,' Trane~ortation", current edition. ~,,y~~~1,~,~,•! "tit Soir cuts o> on opening in ospho/l ~9 *a~ cor~crlt! 3 a more ~nchls in Jhic~lmss : Slkct Moterrol ` • rn0y De mode whin th! Corfcrlt! • ~a".. regivi~edl potch hos cured and ~s reody to ~ j reCeiv! the ospho►t concrlt! wrfocm¢ 9ockfill Sow cuts shoe/ be mod! poro/k/ a of • right ongks ,b Jhe Cenl~line of th! PATCH IN ASPHALT CONCRETE SURFACE srree~ Depth of sakct moteriol, if rewired, sholl be OletNmirkd in lh! /ie/d Dy Jh! Engineer r AsOholNc point binder /n ospholl concret! rood surfoces, aspho/t ~ . . sohol xrst~ns Too cancret~ surfocng shall ore mixed with • ';Y;• : . 4 q , t cr~,c,ete • paving grade ospho/1. . 'su~foFing,~ Porches less rhos 2 feet from • . ~ Se!!ct Material existing patches, edges o/ pavement, • e (!l repundl g or sutler shall be e~rJended to include the rnlermediote ~SO/oting Strip ~~r i. ~ of existing povem~nt, • i 1 BOCA'fill ' Minimum patch width shoe/ be 2 feet of ~ its smallest dimensio►n• PATCH iN ROAD MIXED SURFACE ~ ~~~~/;SAD Dui . ANM~t~ ~M{ T n OAf~ • e~nswMe~4 ~ I ~N~Q 6'j~'b4 r! ~ , . ,r °~AwM ~ r~ ~ CM~CRt° n PAV~I~c~'T ~~.TCHES K.... c~*r c►u° ^/pR,, AMRRM~ • CITY 0~ BAKERSFiELD v Cat IFpRNIA ~ • , ENGtNE~~tNG GE1'AR?MENT ~ ~ ' i o ALTERNATE LOCATION TO 8E 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, a ~ PARTICULARLY IN COMMERCi AL o AREAS......_~. ~ ~I o ~ ~t o I ti Y ~I U it a . m 2~0~~-~~ ~ ~ ~ : . ~ iil OZ t I t+ M~ _ ~ " ~ its : 8 MIN. ~ +u CLASS '.8.. PC.C. s M m 4 APPROVED I~IS~ELLANEOUS SIGN ~ r ~~~'AIL CITY ENGINEER RECORDED CITY OF ~~K~ F! 800K,_____-,AT FAGE..____. ~ Ca LI FO R N i A ~ o~WN G. ~ G~ OFFiC1Al. RECORDS OF ' ~cERN ooutvrr, CALIFGItN1A EN~':'_VEERING DEPARTMENT cNCCxto S. L. W PROPOSAL FOR TRAFFIC SIGNAL ON STOCKDALE HIGH~IAY AT VILLAGE LANE To the City Clerk of the City of Bakersfield: The undersigned, as bidder, declares that the only persons or parties interested in this proposal as principals are those named herein; that this pro- posal is made without collusion with any other person, firm or corporation; that he has carefully examined the location of the proposed work, the annexed pro- posed form of contract and the plans therein referred to; and he proposes and .agrees if this proposal is accepted, that he will contract with the City of Bakersfield, in the prescribed form of contract hereto annexed, to provide all necessary machinery, tools, apparatus and other means of construction and to do all the work and furnish all the materials in accordance with the plans and spe- cif ications for the above, filed in the office of the Finance Director of the City of Bakersfield and as specified in the contract, in the manner and time therein prescribed, and according to the requirements of the Engineer as therein set forth, and that he will take in full payment therefor the unit prices or lump sums set forth in the following schedule: The undersigned further agrees that in case of default in executing the required contract, with necessary bonds, within ten (10} days, not including Sunday, after having received notice that the contract is ready for signature, the proceeds of the check or bid bond accompanying his bid shall become the pro- perty of the City of Bakersfield. q Bidder acknowledges receipt of the following addendum: ITEM ESTIMATED UNIT OF ~ ITEM UNIT PRICE EXTENSION NO. QUANTITY MEASURE (in figures) PRICE (in f i res) 1 LS Install Traffic Signa SIGNED Bidder Page 1 of 2 30:61016.32 GG:lh TRAFFIC SIGNAL ON STOCKDALE HIGHWAY AT VILLAGE LANE ITEM ESTIMATED UNIT OF ITEM UNIT PRICE EXTENSION NO. QUANTITY MEASURE (in figures) PRICE (in f i res) 2 ~ 2120 LF Install Interconnect Conduit and Wiring SIGNED T~I'AL $ Bidder Company Street City State Zip Code ( ) Area Code Telephone Number License No. and Expiration Date ~a THE REPRESENTATIONS MADE HEREIN ARE MADE UNDER PENALTY OF PERJt1RY. K Page 2 of 2 30:61016.33 ~ GG:lh The Extension Price has been calculated by multiplying. the Estimated Quantity by the Unit Price. In the case of lump sum items, the Estimated Quantity shall be unity. The Bid 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 SIJBCONTRAC'I~RS 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 THCt1SAND DOLI~~RS ($10,000) , whichever is greater, and the portion of the work which will be done by each subcontractor. This list is to be completed and submitted with said bid proposal. Subcontractor's Name Description of portion and Street Address (City, State, .Zip) of work subcontracted (attach additional sheets if needed} If this proposal is accepted and the undersigned fails to execute the aforesaid contract and to provide surety bonds-and evidence of insurance acceptable to the City as is required within eight (8} days, not including Saturdays, Sundays and. legal holidays, after the bidder receives notice from the City that the contract is ready for signature, the City may, at its option, determine that the bidder has abandoned the bid proposal and the bidder's security shall be forfeited and shall become the property of the City. City shall then be free to accept the bid of another bidder. 30:61016.34 GG:lh [This form shall be completed by all Bidders and submitted w th the Bid] TRAFFIC SIGNAL ON STOCKDALE HIGHWAY AT VILLAGE LANE NONCOLLUSION AFFIDAVIT TO BE EXDCCITED BY BIDDER AND SUBMITTED WITH BID State of California ) } ss: County of ) being first duly sworn, deposes and Name says that he or she is of Title Company the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or~sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from. bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other. bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements 4 contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid." Signature of Bidder Business Address Place of Residence Subscribed and sworn to before me this day of , 19 30:61016.35 GG:lh Accompanying this proposal is A (NOTICE: Insert the words "cash "cashier's check," "certified check," or "bidder's bond," as the case may be), in amount equal to at least ten percent of the total of the bid. The names of all persons interested in the foregoing proposal as principals , are as follows IMPORTANT NOTICE If bidder or their interested person is a corporation, state legal name of corporation, also names of the president, secretary, treasurer, and manager thereof; if a copartnership, state true name of firm, also names of all individual copartners composing firm; if bidder or other interested person is an individual, state first and last names in full. Licensed in accordance with an act providing for the registration of Contractor's License No. . SIGN HERE Signature of Bidder NC)TE--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..... 30:61016.36 GG:lh BIDDER'S BOND TO AGrOMPANY 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 aid to said City, for which payments, well and truly to be made; we bind p 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 bounden rinci al heirs, executors, administrators, successors and above p p assi ns shall dul enter into and execute a contract, to construct said g ► Y i rovements aforementioned, and shall execute and deliver the two bonds ' within ten da s (not including Sunday) from the date of a notice required by law, y the above bounden rinci al, that said contract is ready for execution, then to p p ' become null and void, otherwise it shall be and remain in this obligation shall full force and effect. IN WI~fiJESS WHEREOF, we have hereunto set our hands and seals this~____ day of ► 19 • (Seal} (Seal) (Seal} • 1016.37 Page 1 of 2 GG:lh 3C.6 d STATE OF CALIFORNIA 7 ss. COUNTY OF On this day of 19......, before me, a notar ublic in and for the County of State of Yp California, personally appeared roved to me on the basis of / / personally known to me p satisfactory evidence to be the person whose name is subscribed to the within instrument as the Attorney in Fact of and acknowledged to me that he subscribed the name of .•,...,.,•,,,,,,,,,,,,,,,,,•,•,,,.,.......thereto as surety, and his own name as Attorney in Fact. 8 IN WI'~~1ESS WHER~F I have hereunto set my hand and of f ixe my ' he da and ear in this certificate first above written. of f ~cial seal t y Y Notary Public in and for said County and State Pa e 2 of 2 GG : lh 30.61016.38 g GUARANTEE TRAFFIC SIGNAL EQUIPMENT CITY OF BAKERSFIELD L Department of Public Works 1501 Truxtun Avenue, Annex Building Bakersfield, California 93301 In accordance with the terms of Contract No. , for: TRAFFIC SIGNAL ON STOCKDALE HIGHWAY AT. VILLAGE LANE , awarded on , between the City of Bakersfield (hereinafter referred to as the City}, and the undersigned, which contract provides for the installation of lighting and/or traffic signal system , and under which contract the undersigned has furnished and installed such system, the following guarantee of the said system is hereby made.. Should any of the equipment installed pursuant to said contract, except lighting elements, prove defective or should the system as a whole prove defective, .due to faulty workmanship, material furnished, or method of installa- tion, or should-said system or any part thereof fail to operate properly, as planned, due to 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. a The City-shall have the. option to make any needed repairs or replace- ments 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 Gity elects to have said work performed by the undersigned, the undersigned agrees that the repairs shall commence to be made and such materials as are nec- essary shall commence to be furnished and installed within Twenty-Four (24} hours of the date specified in the City's written notification. Contractor shall prosecute with due diligence to complete the work within a reasonable period of time, as specified in-the City's written notification. Said system will be deemed defective within the meaning of this guar- antee in the event that they fail to operate as originally intended by the manu- facturers thereof and in accordance with the plans and specifications included in said contract.. Date Contractor's Signature Firm Address 3C:d1016.39 GG:lh GUARANTEE . . MATERIAL AND WORKMANSHIP CITY OF BAKERSFIELD Department of Public Works . 1501 Truxtun Avenue, Annex Building Bakersfield, CA 93301 In accordance with the terms of the Contract for: TRAFFIC SIGNAL ON STOCKDALE HIGHWAY AT VILLAGE LANE r awarded on , between the City of Bakersfield thereinafter 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 a ree to repair and/or replace at our own cost and expense, any and g all such work, and/or materials which may prove .defective in workmanshi or materials within a period of one (1) year. from the date P 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 wittin b the City or the City's representative, or the agent of g Y 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 co 1 we collectivel and expressly do hereby authorize the City y~ ~ ~ Y ~ hem to and/or the City s representative, or the agent of either oft , proceed to have such work done at our expense and we will honor and. . pay the cost and charges therefor upon demand. This uarantee is made expressly for and runs to the benefit of both 9 the City of the above mentioned construction project and the City's representative, and shall be enforceable by either of them. DATED Contractor's Name Authorized Signature 30:61016.40 GG:lh HOLD HiARMLESS 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 ne li ence, for damage because of bodily injury, including death at any time g 9 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 o tion of the City, defend the City of Bakersfield with appropriate counsel and p 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 30:61016.41 ~ GG:lh SAMPLE SAMPLE _ CONTRACT N0. TRAFFIC SIGNAL ON STCCKDALE HIGHWAY AT VILLAGE LANE CITY OF BAKERSFIELD THIS AGRI~+iENT, made and entered into on , by and between the CITY OF BAKERSFIELD, a municipal corporation, hereinafter called "City," and , hereinafter called "Contractor"; WL~TNESSETH: 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 WHERI~AS, 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 follows: 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 PW1 cif required by Specifications) 3C: 61016.42 -1- GG:, lh I IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed, the day and year first-above written. "CITY" ~ ~ "CONTRACTOR" . CITY OF BAIKERSFIELD By By CLARENCE E. MEDDERS, Mayor ~ ~ . APPROVED AS TO FORM: By City Attorney APPROVED AS TO CONTENT:. p By Public Works Director COUNTERSIGNED: By Finance Director . 30:61016.43 -2- GG: lh To be co leted b the Contractor, if he elects to substitute securities in lieu ~ Y of retention] . ESCROW AGREF~MENT FOR SECURITY DEPOSITS IN LIEU OF RETENTION THIS ESCROW AG 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 (107 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 rogress payments to the Contractor for such p funds which otherwise would be withheld from progress payments pursuant to the Contract rovisions~ rovided that the Escrow Agent hold securities, in the form P ►p and amount specified above. 3. Alternatively, the. owner may make payments directly to Escrow A ent in the amount of retention for the benefit of the Owner until such time~as 9 the escrow created hereunder is terminated. 30:61016.44 -1- GG:lh 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 in~:er? ~t sjl~~~.t f_c~r_ t'ne soi~ o. account of Contractor and shall be subject to withdrawal by Contractor a~t any . time and f rom~time to time without notice to the Owner. 6. Contractor shall have t'ne 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. ThP O,aner Shall have a rig'nt 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 inunediately convert the securities to cash and s'nall distribute the cash as instructed by the Owner. U n recei t of .written notification from the Owner ~ certifying 8' ~ p lied that the Contract is final and complete, ;and that the Contractor has comp with all re irements and procedures applicable to the Contract, Escrow. Agent shall release to Contractor all securities and interest on deposit less escrow fees and.. char es of the Escrow Account. 't'he escrow shall be closed immediately 9 u n disbursement of all moneys and securities on deposit and payments of fees and charges. Escrow A ent shall rel on the written notifications from the 9. g y ~ ~ his J- Owner and the Contractor pursuant to Sections (4) to (6) , inclusive, of t a reement and the Owner and Contractor shall hold Escrow Agent harmless from 9 Escrow Agent's release and disbursement of the securities and interest as set forth above . 10. The names of the ersons who are authorized to give written notice p or receive written notice on behalf~of the Owner and on behalf of Contractor in nnection with the fore oin , and exemplars of their respective signatures, are co g g _ as follows: On behalf of Owner : On behalf of Contractor Title Title r Name Name ~ . Signature Signature Address Address r _2_ I GG: lh 30:61016.45 On behalf of Escrow Agent: k Title Name Signature Address At the time the Escrow Account is opened, the Owner and Contractor shall deliver to the Escrow Agent a fully executed counterpart of this Agreement. IN WITNESS WHEREOF, the parties,have,executed this Agreement by their roper officers on the date first set forth above. p Owner Contractor Title Title \ Name Name Si nature Signature g NOTE: THIS PART S~~iALL REMAIN IN EFFECT ONLY UNTIL JANUARY 1, 1992, AND AS OF . THAT DATE IS REPEALED, .UNLESS A'LATER ENACTID STATUTE, WHICH IS CHAPTERED ON OR BEFORE JANUARY 1, 1992, DELETES OR EXTENDS THAT DATE. 30:61016.46 -3- GG:lh FAITHFUL PERFORMANCE BOND KNIT ALL NiEN BY THESE PRESENTS, THAT, WHER]~AS the CITY OF BAKERSFIELD, California, a municipal corporation, hereinafter designated the "owner," has, on _ ► 19 awarded to ~ a corporation organized and doing business under and by virtue of the laws of the State of California, hereinafter designated as the "Principal," a contract for the and wHERI~AS said Princi 1 is required under the terms. of said contract I~ to furnish a bond for the faithful performance of said contract: NaW,. THEREFORE, WE, the Principal, and , as Surety, are held and firmly bound unto the owner in the sum of (10.0 OF AMOUNT A~r1ARDED AT COUNCIL MEETING} lawful money of the United States, for the payment of which sum, well and truly to be made, we~bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that if the a'cxwe mentioned Principal, his or its heirs, executors, administrators, successors, or assigns, -shall in all things. stand to and abide by, and well and truly keep and faithfull ~erfor~n the covenants, conditions, and agrE~E~rnc~nts in the said . `m y j ~ vided on his or their. ►~art, to contra~.z and any alterations made as therein pro ke t and rform~~~~ at t'ne ti~~n~~ -~►i~~ ~r~ 'ri,~ ,~a~ln~r 'r.~~erein specified, and in ~ p ~ 11 indemnif and .all respects according to their true intent and meaning, and sha y save harmless the Owner, its officers and ag~'nt:~ as t'r~erein stipulated, .then this obli ation shall become null and void; otherwise it shall be and remain in 9 full force and virtue and Principal and Surety, in the event suit is brought on this bond, will pay to the Owner such reasonable attorney's fees as shall be -fixed by the court. Asa condition recedent to the satisfactory completion of the said P contract, the above obligation in the said amount shall hold good for a 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 repair and replacements or totally protect the said. Owner from loss of~damage made evident during said period of one year from the date of acce tance of said work, and resulting from or caused by defective materials p 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, n thin in this ara rah to the contrary notwithstanding, the obligation of aY g P 9 P the Surety hereunder shall continue so long as any obligation of the Principal remains. . Pa e 1 of 2 ,GG:lh 30.61016.47 9 And the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall, in any way, affect its obligations on this bond, and it does hereb waive notice of an such change, extension of time, alteration, y y 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 2945 of~the Civil Code of the State of California. Asa 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 judgement rendered. IN WITNESS WHEREOF, the above mentioned parties have executed this instrument under their seals this day of , the name and corporate seal of each corporate party being hereto affixed and these resents dul si ned by its undersigned representative, pursuant to authority of p Y 9 its governing body. Principal By• ,a (Seal) Signature for Principal Title. Surety By• (Seal). Signature for Surety Title (Attach notarization form for each required signature.) ° Page 2 of 2 30:61016.48 GG:lh . MATERIAL - LABOR BOND s KNaW ALL MEN BY THESE PRESEIdTTS, THAT, WHEREAS, the CITY OF BAKERSFIELD, County of Kern, State of California, hereinafter designated the "owner," has, on , awarded to hereinafter designated as the "Principal," a contract for the construction of TRAFFIC SIGNAL ON STOCKDALE HIGHWAY AT VILLAGE LANE 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 any materials, provisions, or other supplies used in, upon, for, or about the performance of the work contracted to be done, or for any work or la'~r done thereon of any kind, the Surety of this bond will pay the same to the extent hereinafter set forth: NaW, THEREFORE, WE, the Principal, and (LEAVE BLANK FOR BONDING COMPANY} , as Surety, are held and firmly bound unto the Owner the penal sum of (50~ OF AMOUNT AWARDED AT COUNCIL MEETING} dollars ) lawful money of the United States, for the payment of which sum well and truly to be .made, we bind ourselves, our heirs, executors, administrators, and. successors, jointly and severally, firmly by these presents. THE CONDITION OF .THIS OBLIGATION IS SUCH, that if said, Principal, his or its heirs, executors, administrators, successors, or assigns, shall fail to pay for any materials, provisions, or other supplies used in, upon, for, or about the performance of the work contracted to be done, or for any work or -Tabor thereon of any. kind or for any amount due under the Unemployment Insurance Code with respect to work or labor performed under the contract, or for any amounts due, or to be withheld pursuant to Sections 18806 of~the Revenue and .Taxation Code of the State of California with respect to such work or labor, as required~by the provisions of Chapter III, Division~V, Title ~I of the Government Code of the .State of California, or with .respect to any work or labor for which \ a bond is required by the provisions of Sections 3247 through 3252 of the Civil Code of the State of California, and provided that the persons, companies, or corporations so furnishing said materials, provisions, or other supplies, appliances, or power use, in, upon, for, or about the performance of the work contracted to be executed or performed, or any person-who performs work or labor upon same, or any person who supplies both work and materials, thereto, shall have complied with the provisions of said Civil Code, then .said Surety will pay the same in or to an amount not exceeding the amount hereinabove set forth, and also will pay in case suit brought upon this bond, such reasonable attorney's fees to the owner as shall be fixed by the court. 30:61016.49 1 ~ GG:lh This bond shall inure to the benefit of the Owners and any and all rsons co anies, and corporations and their respective assigns entitled to pe ~ ~ file claims under applicable State law, including, but. not limited to, California Civil Code .Section 3181, sous to give aright of action to them or their assigns in any suit brought upon this bond. And the said Surety, for value .received, hereby stipulates and agrees that no chan e, extension of time, alteration, or addition of the terms of the g contract or to the work to be performed thereunder or the specifications an in the same shall, in any way, affect its obligations of this bond, accomp y g nsion of time alteration, or and it does hereby waive. notice of any change, exte , 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. IN WIT~JESS WHEREOF the above bounded 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 , _ (Seal) Si nature for Surety Title 9 30:61016.50 2 GG:lh T'1SS corm snow oa sent ;C 'ha .;cin: Acorenrcasriu ~~"+""~ii~a 3t ;he ctatt or ;rase .n the ar9a of :he site of ;he cuniic ~Norx. .f you have any questions as to the address of the appropriate ~ l.) B L1 C 1N~ R KS Joint Apprenticesnio Cor"rnittee, contact the nearest office of ~ r,~. ~e Division of Aoprenticest~ip Standards (CAS}. Consult your CCN~'R~.~ ~ AUVARG lNF~RMATIQN eiephone directory ender Ca~ifornia,~ State of, , inaustrlai Relations, fcr ;hn D~5 office in your area. ~ . ~WIMEOFCONiAACTQR ~ CONTRACTORS STATE LiCcJVSE N0. CONTRACTOR'S MAILING ADDRESS - NUMBER b STREET, CITY, ZIP CODE ;AREA CODE b T 3ERl10NE NO.. I NAME 8 LOCATION OF PUBUC',rVORxS PROJECT ; OATS OF CONTRACT AWARD GATE OF EXPECTEfl OR ACTUAL. START OF PRQ:ECT NAME ~ AOOAESS ~F Pt~UC AGENCY AWARDING COIYTRAGT ESTIMATE NUMBER OFJOURNEYMEN HOURS . 1 APPRENTiC~S OCCUPATION OF APPRENTICE I NUMBER TO 8E +r41Pl.OYED ~ APPROXIMATE DATES TO 8E MPt.OYED 'Check One Of The Boxes 8efow: Sax 1 We request dispatch of apprentices) for .this jab, We voluntarily choose to comply with the applicable Joint ❑ . Apprenttcesh~p .Committee Standards for the duration of this job only, ~n training the apprentice(s~. We assume no other obligations to the ,committee or unions .under. State or Federal Laws. gox 2 We request dispa#ch of apprentice(s~ for this job. We do not wish to follow the applicable Joint Q . Apprent~cesh~p Committee Standards m training the apprentices; instead, we agree to employ and train apprentice(s~ in accordance with the Califiornia Apprenticeship Council regulations governing employment of apprentices on public .work projects. We assume no other obligations to the committee or unions under State or Federal laws. Box 3 We are already approved to train apprentices by the applicable Joint Apprenticeship Committee and we will Q employ and tram under .the Standards. Box 4 We do not request the dispatch of apprentice(s) since apprentices are not required on this job under the Q provisions of California Labor Code Section 1777.5, because: Signature Typed Name Title Dais ~ - State of California - Department of Industrial Relations SAS 'ao (New ~rso~ D1ViSlON OF APPAEiVT1C~SH1P STANDARDS ?';~~is torm should ~e sent :o :he ~oini acprenticasa~►c Co^~mlrae of :he craft or trade in the area of the site of the pualic ~worlc. .f you nave any questions as to the address of the approcriate p ~ B L1 C INC ~ K Jolnt Apprentlcesnlp Comr;tlttee, contact the nearest otfice of he Division of Apprenticeship Standards (DAS), Consult your CvN~~r~,~T AWARD lNF~RMA.TIG~ sleohone dfrectorv ~.;~der California, State of, , Industrlaf Relations, for. the GAS office in your -area. ~VAAAE OF CANTRA,CTOR CONTRAC'OA'S STATE ± ~CF~14E rv0. CONT'RACTOR'S MAILING ADDRESS - NUM9EA 8 STAEET, CnY, Z1P CODE ;AREA CODE ~ ~ hP!aOfvE N0. ,NAME b LOCATION OF PUBLIC YYORKS PROJECT ' OATS OF CONTAAC7 AWAAO ' DATE OF EXPECTEQ OA ACTUAL START OF PNO.;~T NAME 8 ADDRESS OF PUBLIC AGENCY AWARDING CONTRACT I EST1MATEp NUMBER OFJOUANEYME~V HOURS I APPRENTICES OCCUPATION OF APPRENT1CE ' NUMBER TO BE gMPL,OYED i APPROXIMATE DATES TO BE EI41Pl0YED 1 i Check One Of The Boxes Ae1ow: Box 1 We request dispatch of apprentice(s) for this 'ob. We voluntani choose to com 1 ❑ 1 Y p y with the ap I~cable Joint Apprenticeship. Committee Standards .for the duratio P n of this job 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 a iicable Joint - Apprenticeship Committee Standards in trainin PP g the apprentices; instead, we agree to employ and train apprentice(s)- in accordance with the California Apprenticeship Council re ulations ovemin em to ment of g 9 9 P Y apprentices. on public work projects. We assume no other. obligations to the committee or unions under -State or Federal laws. Box 3 Q We are already. approved to train apprentices by the applicable Joint A renticeshi Committee and we will PP P employ and train under the Standards. Box 4 We da not request the dispatch of ap rentice s since rentices ' Q P O app are not re wired on this o~ under the provisions of California tabor Code ~ ~ Section 1777.5, because: Signature Typed Name Title Date State of California - Deoartment of Industrial Relations oAS 1ao (New ~rsol D1ViS10N OF APPRENTICESHIP ST~NO~RCS l : . u, I~ I~. , ~i i.. G I,. i i - ; ~ ~ i 'i f ~i ~ s it ~ , ' ,