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HomeMy WebLinkAbout1993 Special Provisions Project 81010-001COPY N0. CITY OF BAKERSFIELD CALIFORNIA NOTICE TO CONTRACTORS SPECIAL PROVISIONS BID .PROPOSAL AND CONTRACT FOR TRAFFIC SIGNAL ON OLD RIVER ROAD AT WHITE LANE AND SIGNAL MODIFICATION ON CALIFORNIA AVE AT NEW STINE ROAD/STOCKDALE H~TY BID OPENING: DATE JULY 1d, 1993 TIME 11:00 A.M. PROJECT N0. 81010 NOTE: YOUR ATTENTION IS CALLED TO PAGE 22, SECTION 7-1.12 OF THESE SPECIFICATIONS. ~vy~p[W~7x~. a DEPARTMENT OF PUBLIC WORKS ~ f~; ~~~.~~~-~~~~~"~'~~~,N...~! CITY OF BAKERSFIELD ` ~ t y,, 15 01 TRUXTUN AVENUE ~`~~'~~~,f,"F~'', ~ ~ BAKERS FIELD, CA 9 3 3 01 _ ` j j ~k' ~ P I r r. r....` 3 1 Tele hone: (805) 326-3724 . ~ "~'1 E t'~ r'~ w ..1,. t' ' ';k 81010 1. SPC ' ~~'1 ~a~~ - y : , ~ ~ ~ ~ : , . GEG : geg ~ { ~ ~ ~ ~..M W..f.~n ':~f'kl k' a fil L'f 1 t ADDENDUM N0. 1 July 9, 1993 PROJECT: Traffic Signal On Old River Road at White Lane-.and Signal Modification on California Ave at New Stine Rd/Stockdale Hwy BID OPENING DATE: July 16, 1993 11:00 AM NOTICE TO ALL CONTRACTORS BIDDING THIS WORK You are hereby notified of the following changes and/or~ additions to the plans and specifications. Such changes and/or additions are hereby made apart of the plans and specifications and shall take precedence over anything to the contrary therein. REVISION: PLANS 1. Sheet~l. Delete reference to C-12 license. Required licenses for this project are Class A or C-10. SPECIFICATIONS No Change. NOTE: All Contractors bidding this work shall denote in their proposal that they have received Addendum No. 1 and bids shall reflect these revisions. APPROVED BY ~ ,r to Walker Darlene ~Wisham Traffic Engineer Purchasing Officer PAGE 1 of 1 C ' ADDENDUM N0. 2 Juiy 13, 1993 PROJECT: Traffic Signal On Old River Road at White Lane and . Signal. Modification on California Ave at New Stine Rd/Stockdale Hwy BID OPENING DATE: July 1'6, 1993 11:00 AM NOTICE TO ALL CONTRACTORS BIDDING THIS WORK You are hereby notified of the following changes and/or additions to the plans and specifications. Such changes and/or additions are hereby made apart of the plans and . ~ specifications and shall take precedence over anything to the contrary therein. . REVISION: \ PLANS 1. No Change. SPECIFICATIONS Add the attached specifications for the Autoscope Coaxial Cable. . NOTE: All Contractors bidding this work shall denote in their pro~pOSal that they have received Addendum No. 2 and bids shall reflect these revisions. APPROVED BY Step en Walker Darlene Wisham Traffic Engineer Purchasing Officer PAGE 1 o f I AUTOSCOPE~ COAXIAL CABLE SPECIFICATIONS The recommended coaxial cable specifications for AUTOSCOPE~ installations are as follows: JUNCTION BOX TO TRAFFIC CONTROL CABINET BELDEN 8281 75 Ohm Coaxial cable with 20 ga. solid bare copper conductor X9.9 Ohms/M}, solid polyethylene insulating dielectric, 9b% (min} tinned copper double braided shield, and black polyethylene outer covering. Nominal outside diameter is 0.304 inches, Recommended Connectors BNC plug connectors: ~Amphenol 31-71032 Crimping Tool: CTL-Z Features ~ .Excellent. Weatherability. . * Moisture Resistant . ~ ~ ~ Suitable for use in Conduit Suitable for Runs 1000 Feet or Less CAMERA TO TUNCTION BOX AND WITHIN TRAFFIC CONTROL CABINET ~BELDEN 9259 RG59/U CCTV Coaxial Cable with 22 ga. stranded bare copper conductor (15 Ohms/M nominal), cellular polyethylene insulating dielectric, 95% bare copper braid shield, and black PVC outer covering. Nominal outside diameter is 0.242 inches. . Recommended Connectors BNC plug connectors: Amphenol 31-71008-1000 Crimping Tool: CTL-1 , Consult Econolite for BNC jack connectors Features * Good Weatherability * Flexible * NOT recommended for underground conduit 0 * Suitable for use between the Camera and the Junction Box and between components within the Traffic Control Cabinet * .Suitable for runs of 750 feet or less For Runs Longer than 1004 feet, contact Econolite Miscellaneous Connectors: BNC insulated bulkhead adapter: ~ Amphenol 31-4803-7~ BNC barrel or straight adapter connector: Amphenol 31-70036 Revised: 8/13/92. MTV ADDENDUM N0. 3 July 14, 1993 PROJECT: Traffic Signal On Old River Road at White Lane and Signal Modification on Cal i forni a Ave at New Stine Rd/Stockdale Hwy BID OPENING DATE: July 16, 1993 11:00 AM NOTICE TO ALL CONTRACTORS BIDDING THIS-WORK You are hereby notified of the following changes and/or additions to the plans and specifications. Such changes and/or additions are hereby made apart of the plans and specifications and shall take precedence over anything to the contrary therein. REVISION: PLANS No Change. SPECIFICATIONS Change the Bid Opening date to July 30, 1.993, at 11:00 AM. Further changes may follow within two weeks. NOTE: All Contractors bidding this work shall denote in their ~ . proposal that they have received Addendum No. 3 and bids, shall reflect these revisions. APPROVED BY ~ . ~ ~Ste~h~n Walker Darlene Wisham Traffic Engineer Purchasing Officer PAGEIof 1 ADDENDUM N0. 4 ~ July 21, 1993 PROJ ECT Traffic Signal On Old River Road at White Lane and Signal Modification on California Ave at . New Stine Rd/Stockdale Hwy BID OPENING DATE: July 30, 1993 11:00 AM NOTICE TO ALL CONTRACTORS BIDDING THLS WORK You are hereby notified of the following changes and/or additions to the plans and specifications. Such changes and/or additions are hereby made apart of the plans and specifications and shall take precedence over anything to the contrary therein. REV ~ S~I ON PLANS ~ ~ . 1. Existing street lights on the NW and SE corners are to be removed by contractor, with removal to be coordinated with installation of new luminaires on mast-arm poles. Removal of existing street lights is considered to be covered by lump sum payment for install traffic signal and no additional payment will be allowed therefore. . SPECIFICATIONS 1. Paragraph 6.6 of the Machine Vision Vehicle Detection System,Technical Specification, change the modem model number to "PM14400 FXSA V.32bis". 2. Paragraph 6.3 of the Machine Vision Vehicle Detection System,Technical 'Specification, delete reference to VGA Monitor. 'The last line is changed to read: 200 MB hard disk drive. 3. Paragraph 6.3 of the Machine Vision Vehicle Detection System,Technical Specification is changed to read: The supervisor computer shall be a Toshiba T6400DXC with a proprietary digitized card which permits viewing of real-time vehicle detections with live roadway video an an external RGB sync monitor. NOTE: All Contractors bidding this work shall denote in their proposal that they have received Addendum No. 4 and bids shall reflect these revisions. APPROVED BY tep alker Darlene Wisham Traffic Engineer Purchasing Officer . ~ PAGE 1 of 1 CITY OF BAKERSFIELD DEPARTMENT OF PUBLIC WORKS NOTICE TO CONTRACTORS SEALED PROPOSALS will be received by the City of Bakersfield at the Office of the Purchasing Officer, City Ha11, 1501 Truxtun Avenue, Bakersfield, California, Until 11:00 o'clock A.M, on JULY 16,1993 to ;4 be publicly opened and read immediately thereafter in the City Council Chamber, for the following work: TRAFFIC SIGNAL ON OLD RIVER ROAD AT WHITE LANE AND SIGNAL MODIFICATION ON CALIFORNIA AVE AT NEW STINE RD/STOCKDALE HWY Plans and specifications, and forms of proposal, bonds, and contract, may be obtained at the office of the Purchasing Officer by posting a refundable deposit of Zero Dollars ($0.00) for each complete set. Refund of deposit will be made provided the plans and specifications are returned to the Purchasing Officer within twenty-one (21) days from date of bid opening and the documents are in reasonable good condition. The City assumes no responsibility for non-receipt of bids due to any delay, including but not limited to carrier delay. It is the bidder's responsibility to meet the deadline stated above. No bid will be considered unless it is made on a proposal form furnished by the Purchasing Officer, which appears herein immediately following the SPECIAL PROVISIONS of the project, and is made in accordance with the provisions set forth under Section 2, "Proposal Requirements and Conditions" of the Standard Specifications. Each bid must be accompanied by a proposal guarantee in accordance with the requirements of article 2-1.07 of the said Section 2 of the Standard Specifications. The City of Bakersfield reserves the right to reject any or all bids. Bids are required on the entire work described herein. Substitution of securities for moneys retained to ensure performance shall be permitted pursuant to the provisions and requirements of Public Contracts Code 22300. Eligible securities include interest bearing demand deposit accounts, standby letters of credit, or any other security agreed to by the Contractor and the City of Bakersfield. The request for substitution of securities to be deposited shall be submitted on the form entitled "Escrow agreement for Security Deposits in Lieu of Retention" included in the back of these special provisions. The Contractor must possess a valid Class A or a. Class C-10 Contractor's License at the time this contract is awarded. The work completed shall be done in accordance with the Standard Specifications of the Department of Transportation, Business and Transportation Agency, dated July, 1992, insofar as the same may apply. Pursuant to Part 7 of Division 2 of the California Labor Code (Section 1720 et seq.) the Contractor shall not pay less than the prevailing rate of wages to workers on this project as determined by the Director of California Department of Industrial Relations. The Director's schedule of prevailing rates is on file and open for inspection at the City of Bakersfield, Department of Public Works, 1501 Truxtun Avenue, Bakersfield, California. s' 2 GENERAL DESCRIPTION OF WORK The work to be performed consists, in general, of installing a Traffic Signal and Lighting System. The Signal Modification on California Ave at New Stine Road/Stockdale Hwy consists of changing the vehicle detection system. Two bid options are also included for interconnect conduit. The Contractor shall submit bids for the Base Bid, Option A and Option B. Award will be based upon one of four options: either the Base Bid alone, the Base Bid plus Option A, the Base bid plus Option B, or the Base Bid plus both Option A and Option B. CITY OF BAKERSFIELD EDGAR W. SCHULZ Public Works Director 3 CITY OF BAKERSFIELD, CALIFORNIA DEPARTMENT OF PUBLIC WORKS SPECIAL PROVISIONS SECTION 1 -DEFINITIONS AND TERMS 1-1-.01 GENERAL. This work embraced herein shall be done in accordance with the Standard Specifications entitled "State of California, Department of Transportation, Standard Specifications, July, 1992," as referenced herein, insofar as the same may apply, which specifications are hereinafter referred to as the Standard Specifications, and in accordance with the following special provisions. Incase of conflict between the Standard Specifications and these special provisions, the special provisions shall take precedence over and be used in lieu of such conflicting portions. 1-1.02 DEFINITIONS AND TERMS. All definitions and terms in Sections 1, "Definitions and Terms," of the Standard Specifications shall apply, except whenever the following terms or pronouns are used, the intent and meaning shall be as follows: City - City of Bakersfield, California. Department of Transportation, CALTRANS -The Engineering Department of the City of Bakersfield. Director -City Engineer. Engineer. -The City Engineer, acting either directly or through properly authorized agents, such agents acting within the scope of the particular duties entrusted to them. Laboratory -The designated laboratory authorized by the City to test materials and work involved in the contract. Standard Specifications -Standard Specifications of the Department of Transportation, Business, Transportation and Housing Agency, dated July, 1992. State -The City of Bakersfield. State Contract Act -Chapter 1, Division 2 of the Public Contract Code. The provisions of this act do not apply to this contract. Other terms appearing in the Standard Specifications, the general provisions, and the special provisions, shall have the intent and meaning specified in Section 1, Definition of Terms of the Standard Specifications. 4 SECTION 2. PROPOSAL REQUIREMENTS 2-1.01 GENERAL INFORMATION. The Purchasing Officer of the City of Bakersfield, California, will receive at her office, City Ha11, 1501 Truxtun Avenue, in said City, until 11:00 o'clock A.M. on JULY 16, 1993 sealed proposals for TRAFFIC SIGNAL ON OLD RIVER ROAD AT WHITE LANE AND SIGNAL MODIFICATION ON CALIFORNIA AVE AT NEW STINE ROAD/STOCKDALE HWY 2-i.02 APPROXIMATE ESTIMATE. The Engineer's estimate of the quantities of work to be done and materials to be furnished are approximate only, being given as a basis for the comparison of bids, and the City of Bakersfield does not expressly or by implication agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of any class or portion of the work or to omit portions of the work that may be deemed necessary or expedient by the Engineer. 2-1.03 EXAMINATION OF PLANS, SPECIFICATIONS, SPECIAL PROVISIONS, AND SITE OF WORK. The bidder is required to examine carefully the site of work, the proposal, plans and specifications, and contract forms. It will be assumed that the bidder has investigated, and is satisfied as to the conditions to be encountered, the character, quality, and quantities of work to be performed and materials to be furnished, and as to the requirements of the specifications, the special provisions, .and the contract. It is mutually agreed that the submission of a proposal shall be considered prima facie evidence that the bidder has made such examination. 2-1.04 REJECTION OF PROPOSALS CONTAINING ALTERATIONS, ERASURES OR IRREGULARITIES. Proposals may be rejected if they show any alterations of form, additions not called for, conditional or alternative bids, incomplete bids, erasures or irregularities of any kind. Proposals in which the prices obviously are unbalanced may be rejected. The right is reserved to reject any and all proposals and waive any irregularity. 2-1.05 PROPOSAL FORM. All proposals must be made upon blank forms to be obtained from . the Purchasing Officer, the form of which appears herein immediately. following .these special provisions. All proposals must give the prices proposed and must be signed by the bidder, with his address. If the proposal is made by an individual, his name, telephone number and post office address must be shown. If made by a firm or partnership, the name and post office address of each member of the firm or partnership must be shown. If made by a corporation, the proposal must show the names of the state under the laws of which the corporation was. chartered and the names, titles, and business addresses of the president, secretary and treasurer. 2-1.06 BIDDER'S GUARANTEE. All bids shall be presented under sealed cover and shall be accompanied by a Proposal Guaranty made payable to the City of Bakersfield, for an amount equal to at least ten percent (10%) of the amount of said bid, and no bid shall be considered unless such Proposal Guaranty is enclosed therewith. 2-1.07 REQUIRED LISTING OF PROPOSED SUBCONTRACTORS. Each proposal shall have listed therein the name and address of each Subcontractor to whom the bidder proposes to subcontract portions of the work in the amount of 1 /2 of one percent of his total bid . or $10,000, whichever is greater, in accordance with the Subletting and Subcontracting Fair Practices Act, commencing with Section 4100 of the Public Contract Code. The bidder's attention is invited to other provisions of said Act related to the imposition of penalties for a failure to observe its provisions by using unauthorized subcontractors or by making unauthorized substitutions. 5 A sheet for listing the Subcontractors, as required herein, is included in the Proposal. Bidders are cautioned that this listing requirement is in addition to the requirement to provide a list of DBE Subcontractors after the opening of the proposals for projects utilizing Federal funds. 2-1.08 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 intent of the drawings and specifications or which are customarily furnished or performed, shall not relieve the Contractor of his responsibility for furnishing such omitted materials or performing such omitted work; but shall be furnished or performed as if fully shown or described in the drawings or specifications. 2-1.09 WITHDRAWAL OF PROPOSALS. Any bid may be withdrawn at any time prior to the time fixed in the public notice for the opening of bids by request for the withdrawal of the bid filed with the Purchasing Department. The request shall be executed by the bidder or his duly authorized representative. The withdrawal of a bid does not prejudice the right of the bidder to file a new bid. Whether or not bids are opened exactly at the time fixed in the public notice for opening bids, a bid will not be received after that time, nor may any bid be withdrawn after the time fixed in the public notice for the opening of bids. 2-1.10 PUBLIC OPENING OF PROPOSALS. Proposals will be opened and read publicly at the time and place indicated in the "Notice to Contractors." Bidders or their authorized agents are invited to be present. 2-1.11 RELIEF OF BIDDERS. Attention is directed to the provisions of Public Contract Code Sections 5100 to 5107, inclusive, concerning relief of bidders and in particular to the requirement therein, that if the bidder claims a mistake was made in his bid, the bidder shall give the Department written notice within 5 days after the opening of the bids of the alleged mistake, specifying in the notice in detail how the mistake occurred. Public Contract Code Section 10285.1 Chapter 376, Stats,1985} provides as follows: Any state agency may suspend, for a period of up to three years from the date of conviction, any person from bidding upon, or being awarded, a public works or services contract with the agency under this part or from being a subcontractor at any tier upon the contract, if that person, or any partner, member, officer, director, responsible managing officer, or responsible managing employee thereof, has been convicted by a court of competent jurisdiction of any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any state or federal antitrust law in connection with the bidding upon, award of, or performance of, any public works contract, as defined in Section 1101, with any public entity, as defined in Section 1100, including for the purposes of this article, the Regents of the University of California or the Trustees of the California State Univers'~ty. 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, 6 partnership, corporation, or combination thereof under the same or different names will not be considered. - Reasonable grounds for believing that any individual, firm, partnership, corporation or combination thereof is interested in more than one proposal for the work contemplated may cause the rejection of all proposals in which such individual, firm, partnership, corporation or combination thereof is interested. If there is reason for believing that collusion exists among the bidders any or all proposals may be rejected. Proposals in which the prices obviously are unbalanced may be rejected. SECTION 3. AWARD AND EXECUTION OF CONTRACT 3-1.01 GENERAL. The award of the contract, if it be awarded, will be to the lowest responsible bidder. The language "responsible" refers to not only the attribute of trustworthiness, but also to the quality, fitness and capacity of low bidder to satisfactorily perform the proposed work. 3-1.02 AWARD OF CONTRACT. The award of the contract, if it be awarded, will be made within forty-five (45~ days after the opening of the proposals unless extension is approved by the lowest responsible bidder. 3-1.03 CONTRACT BONDS. The Contractor shall ~~urnish two good and sufficient bonds insured by an admitted surety insurer as set forth in Title XIV, Chapter 2, Article 6 of the California Code of Civil Procedures. One of the said bonds shall guarantee the faithful performance of the said contract by the Contractor and shall be in an amount equal to one hundred percent (100%~ of the contract price. The other of the said bonds sha11 be in an amount of fifty percent (50%~ of the contract price and shall guarantee payment to laborers, mechanics~and material workers employed on the jab under the contract and shall be in the amount and satisfy the requirements specified in Section 3248 of the California Civil Code. Whenever any surety or sureties on any such bonds, or on any bonds required by law for the protection of the claims of laborers and material men, become insufficient, or the City has cause to believe that such surety or sureties have become insufficient, a demand in writing may be made of the Contractor for such further bond or bonds or additional surety, not exceeding that originally required, as is considered necessary, considering the extent of the work remaining to be-done. Thereafter no payment shall be made upon such contract to the Contractor or any assignee of the Contractor until such further bond or bonds or additional surety has been furnished. 3-1.04 EXECUTION OF CONTRACT. The contract shall be signed by the successful .bidder and returned, together with the contract bonds within ten (10} days, not including Sundays, after the bidder has received notice that the contract has been awarded. No proposal shall be considered binding upon the City until the execution of the contract. All contracts shall be considered as being made and entered into in the City of Bakersfield, California. Failure to execute a contract and file acceptable bonds as provided herein within ten (10) days, not including Sundays, after the bidder has received notice that the contract has been awarded, shall be just cause for the cancellation of the award and the forfeiture of the proposal guaranty. 3-1.05 RETURN OF BIDDER'S GUARANTEES. Within ten (10~ days after the award. of the contract, the City of Bakersfield will return any monies or form for deposit of money that are not to be considered in making the award. All other proposal guarantees will be held until the contract has been finally executed, after which they will be returned to the respective bidders whose proposals they accompany. SECTION 4 -BEGINNING OF WORK, 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 8-1.07, "Liquidated Damages," of the Standard 7 Specifications, and is specifically hereby made.a part of these special provisions. The first paragraph of Section 8-1.03, "Beginning of Work," of the Standard Specifications, is amended to read: The Contractor shat! 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 50 working days. Contract working days will commence from the date the Contractor begins work or the 15th calendar day from the date of the written . notice to proceed, whichever comes first. The Contractor shall pay to the City of Bakersfield the sum of $200_.00, per day for each and every calendar day's delay in finishing the work in excess of the number of working days prescribed above. Full compensation for conforming to the requirements of above paragraph shall be considered as included in the prices paid for the various items of work and no additional allowance will be made therefor. The Contractor shall furnish the Engineer with a statement from the vendor that the order for the electrical materials required for this contract has been received and accepted by said vendor, and said statement shall be furnished within fifteen (15} calendar days from the date of the contract. Said statement shall show the date or dates the electrical materials will be shipped. No work shall begin on the project without prior written approval of the Engineer until all components necessary for operation of the signal system are on hand. The Contractor will be granted an extension of time and will not be assessed with liquidated damages or the cost of engineering and inspection for any portion of the delay in completion of the work caused by manufacturing time should approval be given to begin prior to delivery of all signal system components. The number of days extension shall be the working days between the date as determined according to Special Provisions, Article 4-1.01, and the date of receipt of all components as determined by the Engineer. Upon receipt of all components, the Contractor shall notify the Engineer in writing and the Engineer will order start of work in writing. SECTION 5 -GENERAL 5-1.01 STATE CONTRACT ACT NOT APPLICABLE. Sections 1-1.40, "State Contract Act;" and 9-1.10, "Arbitration," of the Standard Specifications are deleted. This contract is not governed by the provisions of the State Contract Act. The adoption and use of the Standard Specifications in the performance of the work called for in this contract shall not be construed as an election by the City to proceed under Section 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 X25°~} of the original contract amount, must be authorized by the City Council. 5-1.03 CONTROL OF WORK. Control of work shall conform to the provisions in Section 5, "CONTROL OF WORK," of the Standard Specifications and these special provisions. Section 5-1.02 "Plans and Working Drawings", of the Standard Specifications is amended by adding the following paragraph after the fourth paragraph: Working drawings or plans for any structure not included in the plans furnished by the Engineer 8 shall be approved by the Engineer before any work involving these plans shall be performed, unless approval is waived in writing by the Engineer. Section 5-1.07 "Lines and Grades" of the Standard Specifications is amended by adding the following paragraph after the first paragraph: _ Three consecutive points shown on the same rate of slope must be used in common, in order to detect any variation from a straight grade, and in case any such discrepancy exists, it must be reported to the Engineer. If such a discrepancy is not reported to the Engineer, the Contractor shall be responsible for any error in the finished work. The second paragraph in Section 5-1.07, "Lines and Grades" of the Standard Specifications is amended to read: When the Contractor requires such stakes or marks, he shall notify the Engineer of his requirements in writing a reasonable length of time in advance of starting operations that require such stakes or marks. In no event, shall a notice of less than 24 hours be considered a reasonable length of time. Section 5-1.08, "Inspection" of the Standard Specifications is amended by adding the following paragraph after the first paragraph: Whenever the Contractor varies the period during which work is carried on each day, he shall give due notice to the Engineer, so that proper inspection may be provided. Any work done in the . absence of the Engineer will be subject to rejection. 5-1.04 PREVAILING WAGES. Pursuant to Chapter 1 of Part 7 of Division 2 of the Labor Code (commencing with Section 1720), Contractor agrees that in performing said work, by himself or through any subcontractor, eight hours' labor shall be a day's work and forty hours' labor shall be a week's work, and that Contractor shall keep an accurate record showing the name and actual hours worked for all workers employed in said work, and that said record shall be kept open at all reasonable hours for inspection pursuant to Section 1812 of the Labor Code. The Contractor and all Subcontractors shall pay not less than the general prevailing rate of per diem wages and the general prevailing rate for holiday and overtime to all workers employed in the construction of this project. The prevailing rate for each craft, classification or type of work is determined by the Director of the California Department of Industrial Relations, and his schedule of prevailing rates is on file and available for inspection in the Public Works Department. The schedule is incorporated herein by this reference. The City shall have the right to inspect payroll records during normal working hours and shall have the right to question workers at any time concerning the wages being .paid. Contractor shall not interfere in any way with the City's right to investigate conformance with the wage provisions of this contract. Contractor shall forfeit to the City for each worker employed for each calendar day or portion thereof: a. FIFTY DOLLARS ($50) pursuant to Section 1775 of the Labor .Code, per worker paid less than the amount to which he is entitled under said general prevailing rate of wages; and b. TWENTY FIVE DOLLARS ($25) pursuant to Section 1813 of the Labor Code, per worker required to work more than eight (8) hours per day or more than forty (40} hours per week, except as provided in Section 1815 of the Labor Code. 5-1.05 PAYROLL RECORDS. The fourth paragraph in Section 7-1.01 A(3}, "Payroll Records," of the Standard Specifications is deleted and shall not apply to this contract. 5-1.06 LABOR NONDISCRIMINATION. Attention is directed to Section 7-1.01A(4}, "Labor 9 Nondiscrimination," of the Standard Specifications and these special provisions. Attention is also directed to the requirements of the California Fair Employment and Housing Act (Government Code Sections 12900 through 12996, to the regulations promulgated by the Fair Employment and Housing Commission to implement said Act, and to the nondiscrimination, affirmative action and equal employment opportunity requirements in the special provisions. 5-1.07 APPRENTICES. The Contractor's attention is directed to Article 7-1.01 A(5j, "Apprentices," of the Standard Specifications. All Contractors and Subcontractors shall comply with the provisions of Labor Code Sections, 1777.5, 1777.fi, and 1777.7 relating to the employment of apprentices. If the Contractor does not have a union contract which provides for apprentices, the Contractor and all Subcontractors shall submit one of the following: i. A copy of a "REQUEST FOR AN APPLICATION FOR A CERTIFICATE OF APPROVAL TO EMPLOY AND TRAIN APPRENTICES ON PUBLIC WORKS." This request shall be submitted to the local Department of Industrial Relations, Division of Apprenticeship Standards on the Contractor's and each Subcontractor's letterhead or DAS 140, enclosed with these specifications. 2. A copy of an approval to employ and train apprentices from the local Department of Industrial Relations, Division of Apprenticeship Standards. 3. Proof of a Collective Bargaining Agreement with the Joint Apprenticeship Committee providing for apprentices. One of the above shall be submitted by the low bidder to the City of Bakersfield Purchasing Division, within two (2~ working days following the bid opening. 5-1.08 TRENCH SAFETY. The Contractor shall comply with Section fi705 of the Labor Code which provides that the Contractor's responsibility shall be as follows: If the contract price for the project includes an expenditure in excess of TWENTY-FIVE THOUSAND DOLLARS ($25,000 for excavation of any trench or trenches f'nre feet or more in depth, the Contractor or his Subcontractor shall not begin any trench excavation unless a detailed plan, showing the design of shoring, bracing, sloping or other provisions to be made for worker protection during the excavation of the trench, has been submitted by the Contractor to the City Engineer and the detailed plans has been approved by the City Engineer. If such plan varies from the shoring system standards established by the Construction Safety Orders of the Division of Industrial Safety, the plan shall be prepared by a Registered Civil or Structural Engineer. Nothing in this section shall be deemed to allow the use of a shoring, sloping, or protective system less effective than that required by the Construction Safety Orders of the Division of Industrial Safety. Nothing in this section shall be construed to impose tort liability on the awarding body or any of its employees. The terms "Public Works" and "Awarding Body," as used in this section, shall have the same meaning as in Labor Code Sections 1720 and 1722 respectively. 5-1.09 SOUND CONTROL REQUIREMENTS. Sound control shall conform to the provisions in Section 7-1.01 I, "Sound Control Requirements," of the Standard Specifications and these special 10 provisions. The noise level from the Contractor's operations, between the hours of 9:00 P.M. and 6:00 A.M., shall not exceed 86 dbA at a distance of 50 feet. This requirement in no way relieves the Contractor from responsibility for complying with local ordinances regulating noise level. Said noise level requirement shall apply to all equipment on the job or related to the job, including but not limited to trucks, transit mixers or transient equipment that may or may not be owned by the Contractor. The use of loud sound signals shall be avoided in favor of light warnings except those required by safety laws for the protection of personnel. Full compensation for conforming to the requirements of this section shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed therefor. 5-1.10 PERMITS AND LICENSES. The Contractor shall procure all permits and licenses, pay all charges and fees, and give all notices necessary and incidental to the due and lawful prosecution of the work from any and all governmental organization which require such permits, licenses or fees. The Contractor shall procure a business license in the City of Bakersfield. 5-1.11 WORKING HOURS. Contractor shall limit his field working hours from 7:00 A.M. to 4:30 P.M. Monday t_ hrough F. riday_. Any deviations must be requested and in writing and directed to the Construction Engineer at the Pre•Job Conference. Written approval from the Construction Engineer is required for work beyond these limits. Any time work proceeds, which requires inspection services for more than an eight (8~ hour work day, or on holidays or weekends, the Contractor will be charged for all associated overtime charges and said charges may be withheld from contract retention. 5-1.12 LAWS TO BE OBSERVED. The Contractor shall keep himself fully informed of all existing and future State and National laws and all municipal ordinances and regulations of the City of Bakersfield which in any manner affect those engaged or employed in the work, or the materials used in the work, or which in any way affect the conduct of the work, and of all such orders and decrees of bodies or tribunals having any jurisdiction or authority over the same. 5-1.13 CONTRACTOR'S INSURANCE. The Contractor shall not commence work under this contract until he has obtained all insurance required under this section and the required certificates of insurance have been filed with and approved by the City Risk Manager and the Public Works Department, nor shall the Contractor allow any Subcontractor to commence work on his subcontract until said certificates of insurance have been filed and approved by the City Risk Manager and the Public Works Department. Contractor shall be responsible for any deductibles under all required insurance policies. 5-1.13A HOLD HARMLESS. The Contractor shall save, hold harmless and indemnify the City, its officers, agents, employees and volunteers from all claims, demands, damages, judgments, costs or expenses in law or equity that may at any time arise from or related to any work performed by the Contractor, his agents, employees or subcontractors under the terms of this agreement and shall execute and return with the executed contract documents and bonds the "Hold Harmless Agreement," a-copy of which is attached hereto. 5-1.138 INSURANCE. In addition to any other form of insurance or band required under the terms ~of this agreement and specifications, the Contractor shall procure and maintain for the duration of this agreement the following types and limits of insurance: Automobile liability insurance, providing coverage on an occurrence basis for bodily injury, including death, of one or more persons, property damage and personal injury, with limits of not less than one million ($1,000,000 per occurrence; and 11 The automobile liability policies shall provide coverage for owned, non-owned and hired autos. General IiabilitY insurance, providing coverage on an occurrence basis for bodily injury, including death, of one or more persons, property damage and personal injury, with limits of not less than one million ($1,000,000) per occurrence. ' The liability policies shall provide contractual liability coverage for the terms of this agreement. The liability policies shall contain an additional insured endorsement in favor of the City, its mayor, council, officers, agents, employees and volunteers; Workers' compensation with statutory limits and employer's liability 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. If any part of the~work under this agreement is sublet, similar insurance shall be provided by or on behalf of the subcontractors to cover their operations. The insurance required under this agreement shall, be maintained until all work required to be performed under the terms of this agreement is satisfactorily completed as evidenced by formal acceptance by the City. All costs of insurance required under this agreement shall be included in the Contractor's bid, and no additional allowance will be made for additional costs which may be required by extension of the insurance policies. 5-1.14 CONTRACTOR'S AUTHORITY. At the preconstruction meeting, the 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. 5-1.16 WORK IN CITY STREETS. All of the work shown on the plans and included in these specifications that is located in the public streets in the City of Bakersfield shall be done in accordance with City Ordinance regulating the use of public streets within the City, except as otherwise provided herein. The Contractor shall inform himself as to all regulations and requirements of the City Engineer and Superintendent of Streets of the City of Bakersfield and shall conduct his operations in compliance therewith. 5-1.17 RIGHT OF WAY. The right of way for the work to be constructed will be provided by the City. The Contractor shall make his own arrangements, and pay all expenses for additional area required 12 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 forfeiture will not release the contractor or his sureties from liability or failure to fulfill the contract. The Contractor and his sureties will be credited with the amount of money so forfeited toward any excess of cost over and above the contract price, arising from the suspension of the operations of~the contract and the completion of the work by the City as above provided, and the Contractor will be so credited with any surplus remaining after all just claims for such completion as determined by the Engineer have been paid. In the determination of the question whether there has been any such non-compliance with the contract as to warrant the suspension or annulment thereof, the decision of the City Council shall be binding on all parties to the contract. 5-1.19 TEMPORARY SUSPENSION OF WORK. The Engineer shall have the authority to suspend the work wholly or in part, for such period as he may deem necessary, due to unsuitable weather, or to such other conditions as are considered unfavorable for the suitable prosecution of the work, or for such time as he may deem necessary, due' to the failure on the part of the Contractor to carry out orders given, or to perform any provisions of the work. The Contractor shall immediately obey such order of the Engineer and shall not resume the work until order~l in writing by the Engineer. 5-1.20 PAYMENTS. Attention is directed to Sections 9-1.06, "Partial Payments," and 9-1.07, "Payment After Acceptance," of the Standard Specifications and these special provisions. No partial payment will be made for any materials on hand which are furnished but not incorporated in the work. 5-1.21 FINAL PAYMENT. In addition to the conditions, provisions, and requirements of Article 9-1.076, "Final Payment and Claims," of the Standard Specifications, the following shall apply: The City may withhold funds, or because of subsequently discovered facts, nullify the whole or any part of any certificate for payment, to such extent as may be necessary to protect the City from loss due to causes including but not limited to the following: a. Defective work not remedied; b. Claims filed or information reasonably indicating probable filing of claims; c. Failure of Contractor to make payment due for materials and/or labor; d. Information causing reasonable doubt that the contract can be completed for any unpaid balance; 13 e. Damages to another Contractor; and f. Breach of any terms of this contract. When any and all such causes are removed, certificates shall be issued for amount withheld. The fifth paragraph in Section 9-1.07B, "Final Payment and Claims," of the Standard Specifications is amended to read: The Director will make the final determination of any claims which remain in dispute after completion of claim review. Aboard or person designated by said Director will review such claims and make written recommendation thereon. The City Engineer shall, after the completion of the contract, make a final estimate of the amount of work done thereunder, and the value of such work, and the City shall pay the entire sum so found to be due after deducting therefrom all previous payments and all amounts to be kept and all amounts to be retained under the provisions of the contract. All prior partial estimates and payments shall be subject to correction in the final estimate and payment. The final payment shall not be due and payable until the expiration of thirty (30) days from the date the "NOTICE OF COMPLETION" is recorded at the County Recorder's Office and after execution and return by the Contractor of the attached GUARANTEE when applicable. It is mutually agreed between the parties to the contract that no certificate given or payments made under the contract except the final certificate or final payment, shall be conclusive evidence of the performance of the contract, either wholly or in part, against any claim of the party of the first part, and no payment shall be construed to be an acceptance of any defective work or improper materials. And the Contractor further agrees that the payment of the final amount due under the contract, and the adjustment and payment for any work done in accordance with any alterations of the same, shall release the City, the City Council, and the Engineer from any and all claims or liability on account of work performed under the contract or any alteration thereof. 5-1.22 INCREASED OR DECREASED QUANTITIES. The word "compensation" in the following paragraphs of the Standard Specifications is replaced with the words "unit price": Third paragraph of Section 18-1.05, "PAYMENT". Third paragraph of Section 24-1.11, "PAYMENT". Tenth paragraph of Section 39-8.02, "PAYMENT". 5-1.23 HAZARDOUS MATERIALS. The Contractor shall be held responsible for his workers and subcontractor's well-being and their education of handling hazardous materials when hazardous materials are encountered during this project. SECTION 6. CONTROL OF MATERIALS fi-1.01 GENERAL. Control of materials shall conform to the provisions in Section fi, "Control of Materials," of the Standard Specifications and these special provisions. At the option of the Engineer, the source of supply of each of the materials shall be approved by the Engineer before delivery is started and before such material is used in the work. Representative preliminary samples of the character and quality prescribed shall be submitted by the contractor or producer of all materials to be used in the work, for testing or examination as desired. by the Engineer. All tests of materials furnished by the contractor shall be made in accordance with commonly 14 recognized standards of national organizations, and such special methods and tests as are prescribed in the specifications. 6-1.02 BORROW, DISPOSAL AND MATERIAL SITES. The operation of any borrow or disposal sites used by the Contractor to produce or dispose of material for this project shall comply with the requirements in the Standard Specifications and these special provisions. All provisions for water pollution, and sound control that apply within the limits of the contract shall apply to all borrow or disposal sites utilized by the Contractor. Upon completion of the work, all such sites and haul roads shall be graded and treated so that, at the time of final inspection of the contract, they will drain, will blend with surrounding terrain, and will have a potential as a source of blowing dust or other pollution which is no greater than when in their original condition. If the Contractor obtains necessary permits for borrow, disposal or material sites from the authority having jurisdiction or from the appropriate pollution control boards and such permits contain requirements which conflict with the requirements in the first and second paragraphs of this section, the requirements of the permits shall govern over the conflicting requirements of this section provided the permit requirements have been approved by the Engineer. Full compensation for complying with the requirements for borrow, disposal and material sites in this section shall be considered as included in the contract prices paid for the items of work which require the use of the sites and no additional compensation will be allowed therefor. 6-1.03 CERTIFICATES OF COMPLIANCE. In accordance with Section 6-1.07, "Certificates of Compliance," of the Standard Specifications, the Engineer may permit the use of certain materials or assemblies, prior to sampling and testing, if accompanied by a Certificate of Compliance. SECTION 7. CONSTRUCTION DETAILS SECTION 7-1 GENERAL 7-1.01 ORDER OF WORK. Order of work shall conform to the provisions in Section 5-1.05, "Order of Work," of the Standard Specifications and these special provisions. All striping removal shall be completed a minimum of 2 days prior to signal being placed into operation. Pavement delineation shall be replaced by temporary delineation before opening the traveled way to public traffic. Temporary delineation shall consist of reflective traffic line tape applied in pieces not less than 4 inches long nor less than 4 inches wide spaced no more than 10 feet apart on curve nor more than 20 feet apart on tangents. Reflective traffic line tape shall be applied in accordance with the manufacturer's instructions. Temporary delineation shall be the same color as the permanent delineation. Full compensation for temporary delineation shall be considered as included in the prices paid for the contract items of work that obliterated the existing delineation and na separate payment will be made therefor. When initially installed, all vehicle and pedestrian signal faces shall be aimed and covered with cardboard or other material with an observation hole Amax. 1" dia.} in front of each signal indication. The covers shall remain in place until all signal operations have been checked and signal is placed into operation. Prior to commencement of the traffic signal functional tests, all items of work related to the signal control shall be completed and all signs shall be in place. . 7-1.02 OBSTRUCTIONS. Attention is directed to Section 8-1.10, "Utility and Non-Highway Facilities," of the Standard Specifications, the plans, and the special provisions. 15 The Contractor will be required to work around public utility facilities and other improvements that are to remain in place within the construction area or that are to be relocated and relocation operations have not been completed. In accordance with the provisions of Article 7-1.11,"Preservation of Property,a and 7-1.12, "Responsibility for Damage," of the Standard Specifications, the Contractor will be liable to owners of such facilities and improvements for any damage or interference with service resulting from conducting his operations. The exact location of underground facilities and improvements within the construction area shall be ascertained by the Contractor before using equipment that may damage such facilities or interfere with the services. Other forces may be engaged in moving or removing utility facilities or other improvements or maintaining services or utilities. The Contractor shall cooperate with such forces and conduct his operations in such a manner as to avoid any unnecessary delay or hindrance to the work being performed by other such forces. Any delay to the Contractor due to utility relocation whether or not the utility is shown or correctly located on the plans will not be compensated for as idle time. However, additional contract time commensurate with such delays may be allowed. At locations where irrigation systems exist, the irrigation systems shall be protected by the Contractor. Any damage to irrigation systems shall be repaired by the Contractor at his own expense. Existing land subdivision monuments and stakes shall be fully protected from damage or displacement and they shall not be disturbed unless directed by the Engineer. Attention is directed to the fact that nuisance water may be present at all times along the project. It will be the responsibility of the Contractor to provide for handling of said water and any expense involved shall be considered as included in the prices paid for the various items of work and no additional allowance will be made therefor. Except in the case of extra work, full compensation for conforming to the requirements of this article shall be considered as included in the prices paid for the various items of work and no additional compensation will be made therefor. 7-1.03 MAINTAINING TRAFFIC. The Contractor shall furnish, install and maintain signs, lights, flags and other warning and safety devices when performing work which interferes with or endangers the safe movement of traffic on any street or highway. Signs, lights, flags and other warning and safety devices and their use shall conform to the requirements set forth in the current "Manual of Traffic Controls -Warning Signs, Lights, and Devices for Use in Performance of Work Upon Highways," published by the State of California, Department of Transportation. Application and use of devices shall be as .specified and as directed by the Engineer. The Contractor shall keep the Bakersfield Fire Department informed at all times as to the exact location and progress of the work and shall notify them immediately of any streets impassable for fire fighting equipment. 16 The sixteenth and nineteenth paragraphs of Section 7-1.08, "Public Convenience," of the Standard Specifications, shall be amended to read as follows: Construction operations requiring lane closures shall be actively in progress only between the hours indicated below, Monday through Friday, except legal holidays. Street Direction of Travel Hours OLD RIVER ROAD BOTH 8:30 - 4:30 WHITE LANE BOTH 8:30 - 4:30 STOCKDALE HWY BOTH 8:30.12:001:00-4:30 NEW STI N E ROAD 60TH 8:30-12:001:00-4:30 CALIFORNIA AVE BOTH 8:30-12:001:00-4:30 Where construction operations are actively in progress, a minimum of one traffic lane, not less than twelve feet in width, shall be open for use by public traffic. Where construction operations are not actively in progress not less than two such lanes shall be open for use by public traffic. Public traffic may be permitted to use the shoulders and, if half-width construction methods are used, may also be permitted to use the side of the roadbed opposite to the one under construction. No additional compensation will be allowed for any shaping of shoulders necessary for the accommodation of public traffic thereon during paving operations. In order to expedite the passage of public traffic through or around the work and where ordered by the Engineer, the Contractor shall, at his own expense, furnish, install and maintain construction area signs, lights, flares, temporary railing Type K~, barricades, and other facilities for the sole convenience and direction of public traffic. Also, where directed by the Engineer, the Contractor shah furnish competent .flagmen whose sole duties shall consist of directing the movement of public traffic through or around the work. When deemed necessary by the City, the signs "Road Construction Ahead," No. C-18, and "End Construction," No. C-13, shall be furnished, installed and maintained by the Contractor at locations as directed by the Engineer at least 48 hours in advance of any construction. The Contractor shall report all accidents to the Engineer. PAYMENT. Full compensation for conforming to the requirements of this article shall be considered as included in the prices paid for various items of work and no additional allowance will be made therefor. 7-1.04 EXISTING HIGHWAY FACILITIES. The work performed in connection with various existing facilities shall conform to the provisions in Section 15, "Existing Highway Facilities," of the Standard Specifications and these special provisions. Existing City highway signs and street markers shall remain the property of the City. Such signs and street markers shall be relocated and maintained during construction so as to convey the same intent that existed prior to construction. Existing City highway signs and street markers shall be placed in their permanent position by the Contractor's forces. prior to completion of construction. Signs removed from the project area shall be delivered to the City Corporation Yard at 4101 Truxtun Avenue. PAYMENT. Full compensation for conforming to the requirements of the two preceding paragraphs shall be considered as included in the prices paid for the various items of work and no additional allowance will be made therefor. 17 7-1.05 REMOVE TRAFFIC STRIPES, PAVEMENT MARKINGS AND PAVEMENT MARKERS. Traffic stripes, pavement markings and pavement markers to be removed will be as shown on plans and as designated by the Engineer. Traffic stripes, pavement markings and pavement markers shall be removed to the fullest extent possible from the pavement by any method that does not materially damage the surface or texture of the pavement or surfacing. Where blast cleaning is used for the removal of painted traffic stripes and pavement markings, the area shall be shielded so that no material from the blasting operation is allowed to enter the area that is open to public traffic. Sand or other material deposited on the pavement as a result of removing traffic stripes and markings shall be removed as the work progresses. Accumulations of sand or other material which might interfere with drainage or might constitute a hazard to traffic will not be permitted. Traffic stripes shall be removed before any change is made in the traffic pattern. Blast cleaning for removal of traffic stripes shall be feathered out to irregular and varying widths. Pavement markings shall be removed by blast cleaning a rectangular area, rather than just lettering or markings, so the old message cannot be identified. After removal of traffic stripes and pavement markings, a fog seal coat shall be applied in conformance with the provisions in Section 37, "Bituminous Seals," of the Standard Specifications and the following: In traffic stripe removal areas, the fog seal coat shall be applied over the traffic stripe removal area and to irregular and varying widths with an average width of 2 feet on each side of the blast cleaned traffic stripe removal area. In pavement marking removal areas, the fog seal coat shall be applied to the blast cleaned rectangular area. Full compensation for furnishing and applying fog seal coat as specified herein shall be considered as included in the contract price paid per square foot for removal of traffic stripe and pavement marking and no separate payment will be made therefor. Nothing in these special provisions shall relieve the Contractor from his responsibilities as provided in Section 7-1.09, "Public Safety," of the Standard Specifications. MEASUREMENT AND PAYMENT. Quantities of traffic stripe removed will be determined by the width of the stripe plus 0.67-foot multiplied by the length of the stripe. The space between double traffic stripes will be measured as painted traffic stripe. Quantities of pavement markings removed will be determined by the actual size of the rectangle measured in square feet. Removing of traffic stripes will be paid for at the contract unit price per square foot for the actual area of authorized stripe removal. Removing of pavement markers shall be considered as included in the price paid for stripe removal and no additional compensation will be allowed therefor. The contract unit price per square foot as remove traffic striping and marking shall include full compensation far 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 sigh posts are placed within 18 concrete sidewalk, the sidewalk shall be core drilled. Roto hammering or other simlar methods will be permitted provided that the perimeter of the damaged area is sawcut to the limits required to form a neat finish as directed by the Engineer. Signs shall be mounted on posts the poles with Hawkins M2G series bold and vandal proof nut assemblies or equal. Signs mounted on signal or other poles shall be attached with stainless steel strap and vandal proof nut and bolt assemblies. 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 OVERHEAD SIGNS. Overhead signs shall conform to the applicable provisions in Section 56, "Signs," of the Standard Specifications and these special provisions. Non- illuminated street name signs will be furnished and installed by City of Bakersfield using mast-arm hanger methods such as Hawkins MIOJ Series swinging sign bracket, with return spring removed, or acceptable equal. Internally illuminated street name signs will be furnished and installed by the Contractor and will be Type A signs per Caltrans Standard Plan ES-33 with photocell as per Caltrans Standard Plan ES-6T. Overhead signs (including internally-illuminated street name 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 and no additional compensation will be allowed 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. 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 backfill. Slurry cement backfill shall be placed to within 0.20 feet of the pavement surface. The top 0.20 feet shall be backfilled with asphalt concrete produced from commercial quality paving asphalt and aggregates. 3. Prior to spreading asphalt concrete, paint binder shall, be applied as specified in Section 39-4.02, "Prime Coat and Paint Binder," of the Standard Specifications. Spreading and 19 compacting of asphalt concrete shall be performed by any method which will produce an asphalt concrete surface of uniform smoothness, texture, and density. 4. All excavated areas in the pavement shall be backfilled by the end of each work day. Temporary roadmix or other acceptable temporary surface will be allowed on the top 0.20 feet until such a time as the permanent asphalt surface is placed. Dependent upon adverse soil conditions or other circumstances encountered at the time of construction, the Engineer may specify which of the above methods may be used. 1-2.03 PULL BOXES. Pull boxes shall conform to the provisions in Section 86-2.06, "Pull Boxes," of the Standard Specifications and these special provisions. Recesses for suspension of ballasts will not be required. 7-2.04 CONDUCTORS AND WIRING. Conductors and wiring shall conform to the provisions in Section 86-2.08, "Conductors," and Section 86-2.09, "Wiring," of the Standard Specifications and these special provisions. CONDUCTORS -The Contractor shall use multi-conductor electrical cables for all circuits except between the service switch and controller cabinet. Conductors shall be spliced by the use of "C" shaped compression connectors as shown on Standard Plan ES 13. Splices shall be insulated by "Method B." 7-2.05 SERVICE. Service shall conform to the provisions in Section 86-2.11, "SERVICE", of the Standard 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. A_ mps Phase Volts Br_anc_h. Me= 1 60 1 110 Traffic Signal Yes 2 30 1 110 Lighting No The Engineer will arrange with the serving utility to complete service connections to service .points shown on the plans and will pay all required costs and fees required by the utility. 7-2.06 TESTING. Testing shall conform to the provisions in Section 86-2.14, "Testing," of the Standard Specifications and these special provisions. The signal shall not be placed in flashing mode, with signal faces uncovered, prior to Functional Testing. FUNCTIONAL TESTING. All functional testing shall conform to the provisions is Section 86 2.14C "Functional Testing," of the Standard Specifications and the following paragraph: Functional test period is included in the number of working days to complete the project as described in SECTION 4, "BEGINNING OF WORK, TIME OF COMPLETION AND LIQUIDATED DAMAGES" of these special provisions. 20 7-2.07 SIGNAL FACES AND SIGNAL HEADS. Signal faces, signal heads and auxiliary equipment, as shown on the plans, and the installation thereof, shall conform to the provisions in Section 86-4.01, "Vehicle Signal Faces," 86-4.02, "Directional Louvers," 86-4.03, "Backplates" and 86-4.06, "Signal Mounting Assemblies," of the Standard Specifications and these special provisions. Housing, visors, directional louvers and backplates shall not be structural plastic. All lamps for traffic signal units shall be furnished by the Contractor. All signal faces shall be provided with 12-inch sections. The fourth sentence of the first paragraph of Section 86-4.06, "Signal Mounting Assemblies," of the Standard Specifications, shall be amended to read as follows: Post top slip fitters and terminal compartments shall be cast bronze or hot-dip galvanized ductile iron. 7-2.08 PEDESTRIAN SIGNALS. Pedestrian signals shall conform to the provisions in Section 86-4.05, "Pedestrian Signal Faces," of the Standard Specifications and these special provisions. Type G. Each Type G pedestrian signal shall consist of a housing with front screen, a message plate and two light sources, each consisting of luminous tubing and power supplies for the luminous tubing. The message plate shall be 1 /8 inch nominal thickness ultraviolet-stabilized, prismatic-patterned polycarbonate plastic; 3/16 inch nominal thickness hammered wire-glass; or 3/16 inch nominal thickness ultraviolet-stabilized, prismatic-patterned acrylic plastic. The message plates shall have aflat-black surface over the entire projected area except where the symbols are located. The material used to mask the message plate shall be hard and durable and shall bond such that it will not flake or peel when the message plate is in use or is washed. The symbols shall be the only illuminated portion of the message plate. The message plate shall be sealed to a polycarbonate case to form a dust tight and weatherproof module. The module shall contain and properly support the luminous tubing and power supplies. Each .light source shall have a separate power supply. Each power supply shall require less then 36 watts with a .power factor of not less than 90 percent over a range of input voltages from 105 to 130, at a frequency of 60 ± 1 Hz. Each symbol shall be not less than 11 inches high and not less than 7 inches wide. Pedestrian signals shall have front screens conforming to the provisions in Section 86-4.056, "Front .Screen", of the Standard Specifications. 7-2.09 LUMINAIRES. Luminaires shall conform to the provisions in Section 86-6.01, "High Intensity-Discharge Luminaires," of the Standard Specifications and these special provisions. Luminaires shall be furnished with high pressure sodium lamps and integral ballasts with lamp wattage as shown on the plans. An in-line #use shall be located in the pull box. 7-2.10 PHOTOELECTRIC CONTROLS. Photoelectric controls shall conform to the provisions in Section 86-6.07, "Photoelectric Controls", of the Standard Specifications and these special provisions. Each luminaire shall be provided with a Type IV photoelectrical control. 21 7-2.11 CONTROLLERS, CABINETS AND AUXILIARY EQUIPMENT. The City will furnish the controller and cabinet assembly for each location. The central pad on the Foundation Detail in State Standard Plan ES-46 shall be increased from a height of 3.5" to a height of 12". 7-1.12. DETECTORS. Contractor shall furnish and install AUTOSCOPE machine vision vehicle detection system by Econolite. System shall be as per attached specifications. Contact Michael Grindey of Econolite at (714} 630-3700 for further information. PAYMENT. Full compensation for installing AUTOSCOPE machine vision vehicle detection system including conduit, wiring, and pull boxes will be considered as included in the lump sum price for signal installation and no separate payment will be made therefor. 7-2.13 GUARANTEE. The Contractor shall furnish a written guarantee to the City on the form attached, guaranteeing a!I systems, except traffic signal lamps, installed under this contract for a period of one (1}year from the date of acceptance of the work. The guarantee, properly executed, shall be filed with the City before notice of completion and final acceptance is made by the City of the work described on the plans and these special provisions. 7-2.14 PAYMENT. Payment for signals and lighting shall conform to the provisions in Section 86-8, "Paymentu, of the Standard Specifications and these special provisions. Full compensation for cast in-drilled hole concrete pile foundations shall be considered as included in the contract lump sum price paid for the item requiring foundations and no separate payment will be made therefor. 7-2.15 TRAFFIC SIGNAL INTERCONNECT CONDUIT Wiring for traffic signal interconnect will not be installed on this project. Conduit shall conform to the provisions in Section 86-2.05, NConduit," of the Standard Specifications and these special provisions. PAYMENT. Full compensation for installing traffic signal interconnect conduit and pull boxes will be considered as included in the prices paid per lineal foot of traffic signal interconnect conduit, and no separate payment will be made therefor. 22 TECHNICAL SPECIFlCATION MACHINE VISION VEHICLE DETECTION SYSTEM . 1. GENERAL This Specification sets forth the minimum requirements for a system that monitors vehicles on a roadway via processing of video images and provides detector outputs to a traffic controller. 1.1 System Hardware . The system shall consist of one to four synchronous television (CCTV} camera(s~ or other synchronous video source(s), an automatic control unit (ACU, a supervisor computer and an RGB video monitor. 1.2 System Software The system shall be able to detect vehicles in multiple traffic lanes. A maximum of 40 detection zones shall be user-definable through interactive graphics by placing lines and/or boxes in an image on a video monitor. The user shall be able to redefine previously defined detection zones. 2. FUNCTIONAL CAPABILITIES 2.1 Real-Time Vehicle Detection 2.1.1 The ACU shall be capable of simultaneously processing information from a maximum of four (4) synchronous video sources including CCTV video cameras and video tape players. The video shall be digitized and analyzed at a rate of 30 times per second. 2.1.2 The system shall be able to detect the presence of vehicles in a maximum of 40 detection zones within the combined field of view of the cameras. 2.1.3 Different detector types shall be selectable via software. Detector types shall include stop-line detectors, presence detectors and directional presence detectors.. 2.1.4 Once the ACU has been properly set up using the supervisor computer and RGB monitor, it shall be possible to disconnect the supervisor computer and video monitor. The ACU shall then detect vehicles as a stand-alone unit. 2.2 Operation With Supervisor On-Line 2.2.1 Once the detector configuration has been downloaded from the supervisor computer into the ACU, it shall be possible to operate the video detection system either with the supervisor computer disconnected or on-line. 2.2.2 When the supervisor computer is on-line, it shall be possible to view vehicle detections inreal-time as they occur on the RGB video monitor, or the portable supervisor with integrated color VGA display. 3. VEHICLE DETECTION 3.1 Detection Zone Placement The video detection system shall provide flexible detection zone placement anywhere and at any orientation within the combined field of view of the cameras. Preferred presence detector configurations shall be lines placed across lanes of traffic or lines placed in-line with lanes of traffic. A single detector line shall be able to replace multiple conventional detector loops connected in series. 3.2 Detection Zone Programming 3.2.1 Placement of detection zones shall be by means of a supervisor computer operating in the u ~ Windows 3.1 graphics environment, a mouse, and an RGB video monitor. The RGB video monitor shall show images of the detection zones superimposed on the video image of traffic. When using the portable supervisor computer, the RGB video monitor shall not be required. This supervisor configuration shall allow the display of detection superimposed on the video image of traffic directly on the integrated VGA monitor of the portable supervisor computer. 3.2.2 The detection zones shall be created by using the mouse to draw detection lines on the RGB video monitor or portable supervisor computer with integrated VGA monitor. It shall be possible to save detector configurations on disk, to download detector configurations to the ACU, and to retrieve the detector configuration that is currently running in the ACU. 3.2.3 It shall be possible to use the, mouse to edit previously defined detector configurations so as to fine-tune the detection zone placement. Once a detection configuration has been created, the supervisor computer system shall provide a graphic display of the new configuration both on its own VGA screen and on the RGB monitor or portable supervisor computer with integrated VGA monitor. 3.2.4 It shall be possible to individually adjust sensitivity, persistence and shadow compensation for each detection zone in the system. 3.2.5 When a vehicle is under a detection zone, the detection zone shall change in color or intensity on the RGB video monitor or ,portable supervisor computer with integrated VGA monitor, thereby verifying proper operation of the detection system. 3.3 Optimal Detection The video detection system shall reliably detect vehicle presence when the camera is mounted 30 feet (10 m} or higher above the roadway, when the camera is adjacent to the desired coverage area, and when the length of the detection area or field of view ~FOV} is not greater than ten X10) times the mounting height of the camera. The camera shall not be required to be mounted directly over the roadway. A single camera, placed at the proper mounting height with the proper lens, shall be able to monitor six ~6) to eight ~8} traffic lanes simultaneously. 3.4 Detection Performance Overall performance of the video detection system shall be comparable to inductive loops. Using standard camera optics and in the absence of occlusion, the system shall be able to detect vehicle presence with 98% accuracy under normal conditions day & night} and 96% accuracy under adverse conditions fog, rain, snow). 4. ACU HARDWARE 4.1 ACU Mounting The ACU shall mount into a 19" EIA equipment rack assembly or be shelf-mountable. Nominal outside dimensions excluding connectors shall be 5 'r~" x 17 '/4" x 10-1 /8" or 140 x 438 x 257 mm ~H x W xD). 4.2 ACU Environmental The ACU shall be designed to operate reliably in the adverse environment found in the typical roadside traffic cabinet. It shall meet the environmental requirements set forth by the NEMA National Electrical Manufacturers Association} TSI and TS2 specifications as well as the environmental requirements for Type 170 and Type 179 controllers. Operating temperature shall be from -35 to +74 degrees C at 0°~ to 95°~ relative humidity, non-condensing. 4.3 ACU Electrica! 4.3.1 The ACU shall be modular in design and provide processing capability equivalent to the Intel 486SX microprocessor. The bus connections used to interconnect the modules of the ACU shall be gold-plated DIN connectors. 4.3.2 The ACU shall be powered by 95 -135 VAC, 60 Hz, single phase, and draw less than 2 A, or by 190 - 270 VAC, 50 Hz, single phase and draw less than 1 A. Surge ratings shall be as set forth in the NEMA TS1 and TS2 specifications. 4.3.3 Serial communications to the m~em shall be through an RS-232 serial port. Serial communications to the supervisor shall bethrough an RS-232/RS-422 serial port. This port shall be able to download traffic data stored in non-volatile memory as .well as the real-time detection information needed to show detector actuations. A "Du subminiature connector on the front of the ACU shall be used for serial communications. 4.3.4 The ACU shall be available with a NEMA TSI detector interface for 32 detector outputs. Output levels shall be compatible with the NEMA TS1, NEMA TS2 Type 2, Type 170 and Type 179 standards. NEMA Red/Green inputs shall be available to provide Extend/Delay functions. Subminiature "D" connectors on the front of the ACU shall be used for discrete detector outputs. 4.3.5 The ACU shall be available with a NEMA TS2 Type 1 detector interface for 32 detector outputs, where the detector information is transmitted serially via RS-485. A uD"subminiature connector shall be used for the serial detector output. 4.3.6 The ACU shall be available with two or four RS-170 ~NTSC} composite video inputs, so that signals from two or four synchronous video cameras or other synchronous video sources -can be processed in real time. BNC connectors on the front of the ACU shall be used for video input. 4.3.7 The ACU shall be available.with one or two RS-170 (NTSC} composite video outputs, which may correspond to any two or four of the video inputs, as selected remotely via RS-232. BNC connectors rn to front of the ACU shall be used for video output. 5. CAMERA SYSTEM 5:1 The video system shall use medium-resolution, color or monochrome CCD cameras as the video source for real-time vehicle detection. Each camera shall provide 383-lineresolution and a 510 x 492 pixel CCD sensing element: It shall have automatic gain, automatic iris and absolute black reference controls. The limits of gain, iris and sensitivity shall be adjustable to minimize blooming during nighttime hours. 5.2 The NTSC version of the camera shall be a Burle Model TC651 EA or approved equal. Modifications of the gain, sensitivity. and iris limits, as may be required for optimum performance with the video detection system, shall be completed prior to installation. The camera lens shall provide a fixed focal length in.the, range from 3.7 to 75 mm, or power zoom capability from 8 to 48 mm, as specified. The auto-iris capability of the lens shall operate reliably at -30 degrees C. 5.3 The camera and lens assembly shall be housed in an environmental enclosure that is waterproof and .dust-tight to NEMA-4 specifications. A 15-watt heater shall be attached to the lens of the enclosure to avoid ice and condensation in cold weather. The enclosure shall belight-colored and shall include a sun shield to minimize solar heating. The enclosure shall be a Burle Model TC9388 or approved equal. 5.4 A galvanized steel junction box with approximate measurements 12" x 10" x 6" X30 x 25 x 15 cm) shall be provided for each pole used for camera mounting. Each junction box shall contain a terminal block, aground-fault interrupt circuit and tie points for the coax cable. 5.5 A video interface panel measuring 12" x 12" (30 x 30 cm) shall be provided for the inside of the traffic cabinet. The panel shall provide a terminal block and a lightning arrester for each camera. 6. SUPERVISOR COMPUTER SYSTEM 6.1 The minimum supervisor computer system, as needed for detector setup and viewing of vehicle detections, shall consist of a supervisor computer, a video digitizer board, and an RGB sync video monitor, or afactory-configured portable supervisor computer with integrated color VGA monitor and digitizer. 6.2 The supervisor computer shall be a Toshiba T6400 with a proprietary digitizer card which permits viewing of real-time vehicle detections overlaying live roadway video on an integrated VGA monitor. 6.3 The supervisor computer may be available from the supplier of the video detection system. Minimum specifications #or the supervisor computer shall be the following: Toshiba T6400 486DX processor MS-DOS 5.0 . Microsoft Windows 3.1 Qne free full-size AT-compatible expansion slot . VGA monitor Keyboard Mouse 8MBofRAM 1.44 Meg, 3.5 inch floppy disk drive 20 MB free space on hard disk drive 6.4 A .video digitizer board shall be installed in the supervisor computer to capture video images. This board shall fit in the full-size AT-compatible expansion slot specified for the supervisor computer and shall be modified by the supplier as needed for operation with the vehicle detection. system. The digitizer will display real-time vehicle detections overlaid on a live roadway image when installed in the portable supervisor computer. 6.5 An RGB sync video monitor shall be driven by the RGB sync output of the proprietary digitizer board in the supervisor computer to display scenes of moving traffic with superimposed actuating detection zones. The monitor shall be a Sony Model PVM-1341 for NTSC or an approved equal. 6.6 A .9600 baud modem shall be offered for the supervisor computer to allow remote detector setup and retrieval of data stored in the ACU. Modem shall support V.32bis protocol and should be Practical Peripherals Model PM14400FX external. 7.0 INSTALLATION AND TRAINING 7.1 The supplier of the video detection system shall supervise the installation and testing of the video and computer equipment. A factory certified representative from the supplier shall be on-site for a minimum of one day. 7.2 1n the event that the supervisor computer is furnished by the contracting agency, such , installation and testing shall be done at the time that training is conducted. 7.3 Two days of training shall be provided to personnel of the contracting agency in the operation, setup and maintenance of the video detection system. Instruction and materials shall be provided for a maximum of 20 persons and shall be conducted at a location selected by the contracting agency. The contracting agency shall be responsible for any travel, room and board expenses for its own personnel. The ACU and its support. hardware f software is a sophisticated leading-edge of technology system. Proper instruction from certified instructors is required to ensure that the end-user has complete com~etency in system operation. The User's Guide is not an adequate substitute for practical classroom training, and formal certification by a,~pproved agencv. Formal levels of Econolite authorized training are required for installers, contractors and system operators. Contractors unable to attend clientend-user training, sessions, will be required to arrange for appropriate level training and certification at additional expense to their respective firms~agencies. A formal two-day training curriculum is a required component for all initial system bids for a specific firm/agencv: 8. WARRANTY, MAINTENANCE AND SUPPORT 8.1 The video detection system shall be warranted by its supplier for a minimum of one (1 }year. 8.2 During the warranty period, technical support by toll-free telephone shall be provided by the supplier 24 hours per day, 365 days per year, and request for support ay telephone shall be answered by factory certified .personnel within one (1 } hour. 8.3 During the warranty period, certified personnel from the supplier shall be on site within forty-eight (48} hours if required. 8.4 Ongoing software support by the supplier shall include updates of the ACU and supervisor software. These updates shall be provided free of charge during the warranty period. 8.5 The .supplier shall maintain a program for technical support and software updates following expiration of the warranty period. This program shall be made available to the contracting agency in the form of a separate agreement for continuing support. ALTERNATE LOCATION TO 8E TYPE B.S. . U ED WHEN TH I A K S S E s oEw L Y 2 GALVANIZED PIPE EXTENDS FROM THE CURB J AS PER AMERICAN FENCE CO. TO THE PROPERTY LINE, Q PARTICULARLY IN COMMERCIAL w AREAS, _ ~ t I p O I ti Y ~I U I! Q ~ u I! m 2 0 -~i~i 11 . ~ ( ' I I' ~ 7• ~ . ' ~ I O fib . , I I _ . . ~.i i t S M I N. (I ' ~"J CLASS ~~8~~ PC.C. M APPROVED - M I SCELLANEOUS S GN DETAIL CJTY ENGINEER RECORDEe - - f~.-. CITY OF BAKERS~'i ELD oAT< l2/os/8.5' IN SOOK_AT ~AGE..._..__ CALIFORNIA ~ DRAWN G•~, v O1rFtCfAL RECORDf OR KERN COUNTY. c~c.~~oRfy~A ENGINEERING ~ DEPARTMENT caccxco S. L,. jN. PROPOSAL FOR TRAFFIC SIGNAL ON OLD RIVER ROAD AT WHITE LANE AND SIGNAL MODIFICATION ON CALIFORNIA AVE AT NEW STINE ROAD/STOCKDALE HWY 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 proposal is made without collusion with any other person, firm or corporation; that he has carefully examined the location of the proposed work, the annexed proposed form of contract and the plans therein referred to; and he proposes and agrees if this proposal is accepted, that 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 specifications 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. Bidder acknowledges receipt of the following addendum: Item ESTIMATED UNIT OF ITEM UNIT PRICE EXTENSION No. QUANTITY MEASURE (in figures) PRICE (in figures) 1. Lump Sum Traffic signal and lighting system-Old River Road at White Lane 2. 2191 SF Remove traffic stripes and pavement markings SIGNED Bidder Company Address City State Zip Code Area Code Telephone Number License No. and Expiration Date THE REPRESENTATIONS MADE HEREIN ARE MADE UNDER PENALTY OF PERJURY. Page 1 of 2 TRAFFIC SIGNAL ON OLD RIVER ROAD AT WHITE LANE AND SIGNAL MODIFICATION ON CALIFORNIA AVE AT NEW STINE ROAD/STOCKDALE HWY ITEM ESTIMATED UNIT OF ITEM UNIT PRICE EXTENSION QUANTITY MEASURE (in Figures} PRICE NO. din figures) 3. 1 fi Ea. Remove Signs 4. 8 Ea. Install Roadside Signs (GSP Post) 5. Lump Sum Modify Traffic Signal- California Ave at New Stine Road and Stockdale Hwy 6. 1708 LF Option A: Traffic signal interconnect conduit on Old River Road 7. 1553 LF Option B: Traffic signal interconnect conduit on White Lane TOTAL. ~Vllithout Options) SIGNED Bidder Page 2 of 2 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 Prices} and the respective Extension Prices} and/or the Bid Total, the Unit Prices} shall prevail,and the bid submitted shall be the correctly- computed sum of all correctly computed Extension Prices, provided, however, if the amount set forth as a Unit Price is unintelligible or omitted, then the amount set forth in the Extension Price column for the item shall be used to determine the correct Unit Price in accordance with the following: (1 } As to lump sum items, the amount set forth in the Extension Price column shall be the Unit Price. (2} As to unit basis items, the amount set forth in the Extension Price column shall be divided by the estimated quantity for the item and the price thus obtained shall be the Unit Price. LIST OF SUBCONTRACTORS All persons or parties submitting a bid proposal on the project shall complete the following form, setting forth the name and the location of the mill, shop or office of each subcontractor who will perform work or labor or render service to the Contractor in or about the construction of the work or improvement in excess of one-half of one (1 percent of prime Contractor's total bid, or TEN THOUSAND DOLLARS ($10,000}, whichever is greater, and the portion of the work which will be done by each subcontractor. This list is to be 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} NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID TRAFFIC SIGNAL ON OLD RIVER ROAD AT WHITE LANE AND SIGNAL MODIFICATION ON CALIFORNIA AVE AT NEW ST1NE ROAD/STOCKDALE HWY State of California) ASS: County of ~ being first duly sworn, deposes and Name says that he or she is _ of Title Company the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, .conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder or to fix any overhead, profit, or .cost element of the bid price, or of that of any other bidder, or to secure any advantage .against the public body .awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid." Signature of Bidder Business Address Place of Residence Subscribed and sworn to before me this day of , 19_ Accompanying this proposal is ~NQTICE: 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, secreta ,treasurer, and manager thereof; if a copartnership, state true name of firm, also names of all individual ry copartners composing firm; if bidder or other interested person is an individual, state first and last names in full. .............••.........•...•••........••....•....•....r•........•...••...........r..~.............e...•.•.................•...................•.........................•r..•. Licensed in accordance with an act providing for the registration of Contractor's License No 9 SIGN HERE Signature of Bidder NOTE--If bidder is a corporation, the legal name of the corporation shall be set forth above together with the signature of the officer or officers authorized to sign contracts on behalf of the corporation; if bidder is a copartnership,. the true name of the firm shall be-set forth above together with the signature of the partner or partners authorized to sign contracts in behalf of the copartnership; and if bidder is an individual, his signature shall be placed above. If signature is by an a ent other than an officer of a corporation ar a member of a partnership, a Power of Attorney must be on file with the g 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 ................................•..........•..................•.....................•......................•..............•...........a................................................. Telephone No. Place of Residence Dated 19..... 27 BIDDER'S BOND TO ACCOMPANY PROPOSAL (Not necessary if cash or certified check is with bid) KNOW ALL MEN BY THESE PRESENTS: THAT WE as principal, and as surety, are held and firmly bound unto the City of Bakersfield, a body politic and corporate of the State of California, in the sum of dollars to be paid to said City, for which payments, well and truly to be made; we bind ourselves, our heirs, executors and administrators, successors or assigns, jointly and severally by these presents. THE CONDITION OF THIS 06LIGATION IS SUCH: That if the certain proposal, hereunto annexed, to construct in the City of Bakersfield as referred to in the NOTICE TO CONTRACTORS attached hereto, is accepted by the Council of said City and if the above bounden principal, heirs, executors, administrators, successors and assigns, shall duly enter into and execute a contract, to construct said improvements aforementioned, and shall execute and deliver the two bonds required by law, within ten days (not including Sunday] from the date of a notice to the above bounden principal, that said contract is ready for execution, then this obligation shall become null and void, otherwise it ,shall be and remain in full force and effect. IN WITNESS WHEREOF, we have hereunto set our hands and seals this day of , 19 . (Sear (Sear (Seal) Page 1 of 2 28 STATE OF CALIFORNIA } } ss. COUNTY OF ) On this_.____ day of , 19_, before me, a notary public in and for the County of ,State of California, personally appeared personally known to me proved to me on the basis of satisfactory evidence to be the person whose. name is subscribed to the within instrument as the Attorney in Fact of and acknowledged to me that he/she subscribed the name of _ thereto as surety, and his own name as Attorney in Fact. IN WITNESS WHEREOF I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. Notary Public in and for said County and State GUARANTEE TRAFFIC SIGNAL EQUIPMENT CITY OF BAKERSFIELD Department of Public Works 1501 Truxtun Avenue, Annex Building Bakersfield, California 93301 In accordance with the terms of Contract No. for: TRAFFIC SIGNAL ON OLD RIVER ROAD AT WHITE LANE AND SIGNAL MODIFICATION ON CALIFORNIA AVE AT NEW STINE RD/STOCKDALE HWY awarded on ,between the City of Bakersfield thereinafter referred to as the City), and the undersigned, which contract provides for the installation of liahting andjor 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 installation, 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 Cit , to replace any such equipment and repair said systems completely without cost to the City, so that they will Y operate successfully as originally. contemplated. The City shall have the option to make any needed repairs or replacements itself or to have such re leements or repairs done by the undersigned. Prior to such replacement or repair work being done by the City, p the undersigned shall have the option to make any needed repairs or replacements. In the event the City elects to have said work performed by the undersigned, the- undersigned agrees that the repairs shall commence to be made and such materials as are necessary shall commence to be furnished and installed within Twenty-Four X24) hours of the date specified in the City's written notification. Contractor shall prosecute with due diligence to complete the work within a reasonable period of time,- as specified in the City's written notification. Said system will be deemed defective within the meaning of this guarantee in the event that they fail to operate as originally intended by the manufacturers thereof and in accordance with the plans and specifications included in said contract. _ _ - Date Contractor's Signature Firm Address GUARANTEE MATERIAL AND WORKMANSHIP CITY OF BAKERSFIELD Department of Public Works 1501 Truxtun Avenue, Annex Building Bakersfield, CA 93301 I n accordance with the terms of the Contract for: TRAFFIC SIGNAL ON OLD RIVER ROAD AT WHITE LANE AND SIGNAL MODIFICATION ON CALIFORNIA AVE AT NEW STINE RD jSTOCKDALE HWY, awarded on ,between the City or Bakersfield (hereinafter referred to as "City"}, and the undersigned, which contract provides for the installation of and other facilities and under which contract the undersigned has installed such facilities, the following guarantee of the said facilities is hereby made: When the project is completed and accepted, we guarantee the same to be free from imperfect workmanship and/or materials, and we .agree to repair and/or replace at our own cost and expense, any and all such work, and/or materials which may prove defective in workmanship or materials within a period of one (1 }year from the date of acceptance of the above named construction project, ordinary wear and tear or neglect excepted. We also agree to repair and/or replace, at our own cost and expense, any work and/or materials that we may disturb or displace in making good such defects. Within twenty-four (2} hours. after being notified in writing by the City or the City's representative, or the agent of either of them, of any defects in said work or materials, we agree to commence and prosecute with due diligence, all work necessary to fulfill the terms of this guarantee and to complete the work within a reasonable period of time, and in the event of our failure to so comply, we collectively and expressly do hereby authorize the City and/or the City's representative, or the agent of either of .them, to proceed to have such work done at our expense .and we will honor and pay the cost and .charges therefor upon demand. This guarantee is made expressly for and runs to the benefit of both the City of the above mentioned construction project and the City's representative,. and shall be enforceable by either of them. DATE Contractor's Name Authorized Signature 31 HOLD HARMLESS AGREEMENT CITY OF BAKERSFIELD IT IS HEREBY AGREED that ~ ,agrees to indemnify and hold harmless the City of Bakersfield, its agents, employees or any other persons against loss or expense including attorneys fees, by reason of the liability imposed by law upon the City, except ~in cases of the City's sole negligence, for damage because of bodily injury, including death at any time resulting therefrom, sustained by any person or persons, or on account of damage to property arising out of or in consequence of Agreement name IT iS FURTHER UNDERSTOOD AND AGREED that the Contractor shall (at the option of the City}, defend the City of Bakersfield with appropriate counsel and shall further bear all costs and expenses, including the expense of counsel, in the defense of any suit arising hereunto. DATED Contractor's Name Authorized Signature 32 SAMPLE ~ SAMPLE INSTALLATION OF TRAFFIC SIGNAL AND LIGHTING SYSTEM ON OLD RIVER ROAD AT WHITE LANE AND SIGNAL MODIFICATION ON CALIFORNIA AVE AT NEW STINE ROAD/STOCKDALE HWY CONTRACT N0. THIS AGREEMENT, made and entered into on , by and between the CITY OF BAKERSFIELD, a municipal corporation,. hereinafter called "City," and ,hereinafter called "Contractor"; WITNESSETH: VIIHEREAS, City has duly advertised for sealed proposals for within the City of Bakersfield. On ,the contract was awarded to Contractor upon his properly executed bid; and WHEREAS, one of the conditions of said award required a formal contract to be .executed by and between City and Contractor. NOW, THEREFORE, it is mutually agreed by and between the parties hereto as follows: ARTICLE Contractor agrees to furnish supplies, equipment, labor and materials for within the City of Bakersfield. ARTICLE II The following shall be deemed to be part of this contract as if fully set forth herein: 1. Notice to Contractors 2. Special Provisions 3. Bid Proposal 4. Bidder's Bond 5. Performance Bond 6. Material and Labor Bond 7. Letters of transmittal, if any 8. All provisions required by law to be inserted in this contract whether actually inserted or not. . 9. Hold Harmless Agreement 10. Current PWI (if required by Specifications) -i- 33 IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed, the day and year first-above written. x, CITY OF BAKERSFIELD By Mayor NAME OF CONTRACTOR} BY Contractor APPROVED AS TO FORM: By City Attorney COUNTERSIGNED: By Finance Director -2- 34 ~To be completed by the Contractor, if he elects to substitute securities in lieu of retentionJ. ESCROW AGREEMENT FOR SECURITY DEPOSITS IN LIEU OF RETENTION THIS ESCROW AGREEMENT is made and entered into by and between whose address is hereinafter called "Owner", whose address is hereinafter called "Contractor" and whose address is hereinafter called "Escrow Agent". For the consideration hereinafter set forth, the Owner, Contractor, and Escrow Agent agree as follows: 1. Pursuant to Section 22200 of the Public Contract Code of the State of California, Contractor has the option to deposit securities with Escrow Agent as a substitute for retention earnings required to be withheld by Owner pursuant to the Construction Contract .entered into between the Owner and Contractor for in the amount of dated (hereinafter referred to as the "Contract"). When Contractor deposits the securities as a substitute for Contract earnings, the .Escrow Agent shall notify the Owner within ten (10} days of the deposit. The market value of the securities at the time of the substitution shall be at least equal to the .cash amount then required to be withheld as retention under the terms of the Contract between the Owner and Contractor. Securities shall be held in the name of ,and shall designate the Contractor as the beneficial owner. 2. The Owner shall make progress payments to the Contractor for such funds which otherwise would be withheld from progress payments pursuant to the Contract provisions, provided that the Escrow Agent hold securities in the form and amount specified above. 3. Alternatively, the Owner may make payments directly to Escrow Agent in the amount of retention for the benefit of the Owner until such time as the escrow created hereunder is terminated. _1. 35 4. Contractor shall be responsible for paying all fees for the expenses incurred by Escrow Agent in administering the escrow account. These expenses and payment terms shall be determined by the Contractor and Escrow Agent. 5. The interest earned on the securities or the money market accounts held in escrow and all interest earned on that interest shall be for the sole account of Contractor and shall be subject to withdrawal by Contractor at any time and from time to time without notice to the Owner. 6. Contractor shall have the right to withdraw all or any part of the principal in the Escrow Account only by written notice to Escrow Agent accompanied by written authorization from Owner to the Escrow Agent that Owner consents to the withdrawal of the amount sought to be withdrawn by Contractor. 7. The Owner shall have a right to draw upon the securities in the event of default by the Contractor. Upon seven (7} days' written notice to the Escrow Agent from the Owner of the default, the Escrow Agent shall immediately convert the securities to cash and shall distribute the cash as instructed by the Owner. 8. Upon receipt of written notification from the Owner certifying that the Contract is final and complete, and that the Contractor has complied with all requirements and procedures applicable to the Contract, Escrow Agent shall release to Contractor all securities and interest on deposit less escrow fees and charges of the Escrow Account. The escrow shall be closed immediately upon disbursement of all moneys and securities on deposit and payments of fees and charges. 9. Escrow Agent shall rely on the written notifications from the Owner and the Contractor pursuant to Sections (4} to (6}, inclusive, of this agreement and the Owner and Contractor shall hold Escrow Agent harmless from Escrow Agent's release and disbursement of the securities and interest as set forth above. 10. The names of the persons. who are authorized to give written notice or receive written .notice on behalf of the Owner and on behalf of Contractor in connection with .the foregoing, .and exemplars of their respective signatures, are as follows: On behalf of Owner: On behalf of Contractor: Title Title Name Name Signature Signature Address Address _2. 36 FAITHFUL PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, THAT, WHEREAS, the CITY OF BAKERSFIELD, California, a municipal corporation, hereinafter designated the "Owner," has, on (DATE OF AWARD}, 1 awarded to NAME OF CONTRACTORS , 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 PROJECT DESCRIPTIONI; and WHEREAS, said Principal is required under the terms of said contract to furnish a bond for the faithful performance of said contract; and NOW, THEREFORE, WE, the Principal, and CLEAVE BLANK FOR BONDING COMPANY, as Surety, are held and firmly bound unto the Owner in the sum of .(100°~ OF AMOUNT AWARDED AT COUNCIL MEETINGI 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 above 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 faithfully perform the covenants, conditions, and agreements in the said contract and any alterations made as 'therein .provided, on his or their part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless, the Owner, its officers and agents as therein stipulated, then this obligation shall become null and void; otherwise it shall be and remain in 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. As a condition precedent to the satisfactory completion of the said 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 acceptance of said work, and resulting from or caused by defective materials and/or faulty workmanship in the prosecution of the work done, the above obligation in the said amount shall remain in full force and effect. However, anything in this paragraph to the contrary notwithstanding, the obligation of the Surety hereunder shall continue so long as any obligation of the Principal remains. 38 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 hereby waive notice of any such change, extension of time, alteration, or addition to the terms of the contract or to the work or to the specifications. Said Surety hereby waives the provisions of Sections 2819 and 2845 of the Civil Code of the State of California. As a part of the obligation secured hereby and in addition to the amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by the Owner in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. IN WITNESS WHEREOF, the above mentioned parties have executed this instrument under their seals this day of ~ ,19 ,the name and corporate 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 (Seal} Signature for Principal Title Surety (Seal} Signature for Surety Title (Attach notarization form for each required signature.) Page 2 of 2 PERFBOND.2 39 MATERIAL -LABOR BOND J . KNOW ALL MEN BY THESE PRESENTS, THAT, WHEREAS, the CITY OF BAKERSFIELD, County of Kern, State of California, hereinafter designated the "Owner," has, on -DATE OF COUNCIL MEETING} ,awarded to jNAME OF CONTRACTOR) hereinafter designated as the "Principal," a contract for the construction of -DESCRIPTION OF PROJECT -USE DESCRIPTION FROM FRONT COVER OF SPECIFICATIONS). WHEREAS, said Principal is required to furnish a bond in connection and with said contract, providing that if said Principal, or any of his or its subcontractors, shall fail to pay for 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 labor done thereon of any kind, the Surety of this bond will pay the same to the extent hereinafter set .forth: NOW, THEREFORE, WE, the Principal, and -CLEAVE BLANK FOR BONDING COMPANI~ , 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 b~ 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 above .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 faithfully perform the covenants,. conditions, and agreements in the said contract and any alterations made as therein provided, on his or their part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless, the Owner, its officers and agents as therein stipulated, then this obligation shall become null and void; otherwise it shall be .and remain in 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. As a condition precedent to the satisfactory completion of the said 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 acceptance of said work, and resulting from or caused by defective materials and/or faulty workmanship in the prosecution of the work done, the above obligation in the said amount shall remain in full force and effect. However, anything in this paragraph to the contrary notwithstanding, the obligation of the Surety hereunder shall continue so long as any obligation of the Principal remains. 40 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 hereby waive notice of any such change, extension of time, alteration, or addition to the terms of the contract or to the work or to the specifications. Said Surety hereby waives the provisions of Sections 2819 and 2845 of the Civil Code of the State of California. As a part of the obligation secured hereby and in addition to the amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by the Owner in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. IN WITNESS WHEREOF, the above mentioned parties have executed this instrument under their seals this day of ,19 ,the name and corporate 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 ~Seal~ Signature for Principal Title Surety ~Seal~ Signature for Surety Title Attach notarization farm for each required signature. Page 2 of 2 41 . This form sitou~a ce sent to the Joint Apprent~cesnio Camm~ttee of the cram or trace in the area of the site of the ouaiic worx. ~f - you have any questions as to the address of the anaroor~ate PUBLIC U~ORI{S Joint' ApQrenttcesrno Committee, co,ttact the nearest arfica of - ~~e Division of Aoorenttcesnio Stanaaros ~OAS~. consu~t your -CONTRACT AWARD 1NFCRMATI4N iecnone ~ direc;dry under California, State of, ~noustrtai helations, far the OAS office in your area. .v~oFCavr,~ac ~a c:,,~TaAC, c~ s sTaTE ~.cFrvsc tio. G:NTRIICTCRS MIMING ADDRESS -~VUMAEr~ d STAE"~'. C,'^!, Z;A CCOE SAW CCOE 3 Tc:?'~vE fv0. NAME a ~OCAT+oN of ~l:BUC WORKS PAoJEC? :OAT"c CF ~C~lTnAC' AWAAO OAT'c OF ~(FEC i EO OF AC ~Al S ~ aAT OF PAO,;cL' .NAME bA00RESS CF F~.~UC AGcNCY AWAADI(VG GLNTRACi ;,~,;,~AATcO NUlu~Er~ CF,~Ot,;ANc~'~E;V ~+OUAS . APPgE~~T1Cc~ I OC..~'?AT1CN of ApPQ~VTICE `d.1MeE.R TO Ac 'APLOYEO ~PP~X~~tATE '~ATES'C ='~'P~ OYEO . Cheok ORe Of The foxes Be1o~~v: 9cx t We reouest dispatch of aoprenticec,sj for this joo. 'Ne voluntanly c;~oose to comDiy with the acc~icai,ie voint Aoorenticeshio Committee Stanoares far the duration of this ~oo oni , in trainin ;he aCOren i 1 Y g t cet,s). 1Ue assume no other ooligations to the committee or unions under .Biala or Feaeral laws. Box 2 ; We reouest dispatch of apprentice(s) for this joo. We do not wisp to follow ~ the aooiicaofe Joint ADOrenticesniD Committee StandarCS in trainin the aoDrentices; instead, we a re ~ 9 g e to employ ana yin aoarenticel.s) in accordance with the California Aoprenticesnio Council regulations governino emClCVment of aocrenttces on public work projects. We assume no other ooligations to the committee vor unions under Siata or Federal laws. Box 3 ' We are already approved to train aaprentices oy the aopiicaole Joint Apprenticeship Ccmm~ttee and tive will employ and train under the Siandaras. Box 4 We do not reouest the dispatch of apprentice(s) since aperentices are not reouired on this ~ob under the provisions of Califomia Labor Code Section 1717.5, because: Signature Typed Name Title Date State of California - Department of Industrial Relations CAS fop INew 1,901 O1v1S10N OF APPAE?~TICESHIP STANDARDS