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Home My WebLink About1989 Special Provisions Project 18435Copy NO. GITY OF B~~ERSFIELD CALIFORNIA SPECIFICATIONS , INFORMATION TO BIDDERS SPEC3AL PROVISIONS BID .PROPOSAL ~ ~ ~ ~ FOR ~ ~ ~ non STREET' RECC~ISTRUCTION ~~1D S~IG~!1~L ~ ~'~iPRO~IE'~MENTS ~ ~ ~ ~ ~ ~ A7C , "L" 17TH AND ~.8'I~i STREETS § ~ ~ ~ ~ ~ BZD OPENING LY~TE: ~ FEBRUARY 7 , 19 $ 4 ~ § _~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~5~§~~~~~~ k .b: DEP~NT OF PUBLIC ~JRKS r- Ja CITE OF ~~KERSFIELD, CALIFORNIA ~~ol ~RUx~~v ~v~NUE BAKERSFIELD, ~AL;IFORN:~A ~~~0~ 0 2-2--$9 D6 I~~35 BBU:mro Addendum No. 1 Sheet 1 of 1 PROJECT: "K" Street Reconstruction and Signal Improvements at "K", "L", 17th and 18th Streets BID OPENING I~TE: February 17, 1989 TIME: 2:00 p.m. NOTICE TO ALL CON'T'RACTORS BIDDING THIS ARK You are hereby notified of the following changes and/or additions to the Plans and Specifications. Such changes and/or additions are hereby made a part of the Plans and Specifications and shall take precedence over anything to the contrary therein. SPECIFICATIONS: 1} Pages 16 through 20, delete pages 16 through 20. NOTE: All Contractors bidding this work shall denote in their proposal that they have .received Addendum No. 1. ~ ~ ~ Design Engin er In r 4:ADD.K.ST.1 BU:lh CITY OF BAKERSFIELD DEPARTMENT OF PUBLIC WORKS NOTICE To CONTRACTORS SEALED PROPOSALS will be received b~ the City of Bakersfield at the Office of the Purchasing officer, City Hall, 1501 Truxtun Avenue, Bakersfield, California, until 2:0.0 o'clock P.M. on FEBRUARY 17, 1989 to be publicly opened and read immediately thereafter, for the following work: "L" STREET STORM DRAIN "K" STREET RECONSTRUCTION AND SIGNAL IMPROVEMENTS AT "K", "L", 17TH AND 18TH STREETS. Plans and specifications, -and forms of proposal., bonds, and contract, may be obtained at-the office of the Purchasing Officer by posting a refundable deposit of ZERO ($0.40) for each. complete set. Refund. of deposit will be made provided the plans and specifications are returned to the Purchasing Officer within ten (10) daysfrom date of bid .opening and the. documents are in reasonable good condition. No bid will be considered unless it is made on a proposal form furnished by the Purchasing Officer, which appears herein immediately following the sped- fcatons of the project, and is made-in adcordance with the pro~isior~s se forth.under.Secton 2, "Proposal Requirements and Conditions" of the Standard Specifications of the Departiment of Transportation, Business & Trans 'nation _ I~ Agencyr State of California, under. date of July, 1984. Each bid must be accam- panned by a proposal guarantee in accordance with the re irements of article 2-.1.07 of the said Seotlon 2 of the Standard Epecificstions. The City of Bakersfield reserves the right to reject any: or all bids, Bids are required on tre entire work described herein. . Substitution of securities for moneys retained to ensure.. performance shall be perm~.ttedpursuant to the provisions and requirements of Government Code 4.590. The eligible securities include interest bear~,ng demand deposit accounts,.. standby letters of credit, or any other security. agreed to by the Contractor and tlhe 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 Retent-ion" included in the back of these speciC-~1 pro~rsons, The Contractor must possess a valid ~~.ass A Contractor's License at the time his contract is awarded:.. SPECIFICATIONS: The..work embraced herein shall be done in accordance with the Standard Specifications of the Depar merit of Transportation, Business and Transportation Agency, dated July, .1984, insofar as the. same.-may. apply and ~n acco~.~dance with the following provisions.:. D6: 18435,1 1 BU:wrn P~OGR~SS OF THE ~1CJRK AND TIME Ft~R Ct~MPLETIC~1. Attention is directed to the provisions of Section 8, 8-1.03, "Beginning of Work," Article g~.1.0~, "Time. of Completion".and Article 8-1.07, "Liquidated L~~mages,n of the Standard Specifications, and is specifically hereby made a part of these special provlslons. The first paragraph of Section 8-1.03, "Beginning of Work," of the Standard Specifications, is amended to read: The Contractor shall begin work within fifteen ~15~ days after receiving written notice the contract has been approved by the City Council and to proceed. The Contractor shall dligentYy prosecute the same to completion before the expiration of 30 working days. Contract working days will co~~mence from the date the Cor~,tractor begins work or .the 15th calendar day from the date of the written notice t©proceed, whichever comes first. The .Contractor shall furnish the F~ngineer with a statement from the .vendor that the Qrder 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 7 calendar -days. from the date of ~e contract. Said state~ent shall show the date or dates the electrical. materials will be shipped.. No word shall begin on the project-:until aI3. 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 tie word caused by manufacturing time. The n~unber of days extension shall be the working days between the. date as determined according to Special Provisions Sect~,on 4~-1.01 and the date ©f receipt of all , components as determined by the Engineer, Upon receipt of ail components, the Contractor shall notify the Engineer in writing and the Engineer will order start of work in writing. Full cc~npensaton .for conforming to the requirements of above paragraph .shall:.~e.considered as included in the prices paid.•for the various items of worl and no additional allowance will be made therefor, D6: 1$435.2 _2_ BU:wrn CI'T'Y OF BAKERSFIELD, CALIFOR[~TA DEPARTMENT OF PUBLIC wORI~S SECTION 1. PROPOSAL REQUIRI~MENTS (a) .GENERAL INFO~~ATION. The Purchasing Officer of the City of Bakersfield, California, will receive at her office, City Hall, in said City, until 2 o'clock P.M. on FEBRUARY 1~, 1989 sealed proposals for - (b) PROPOSAL FORM. All proposals must be made upon blank forms to be obtained f rain the Purchasing Officer, he form of -which appears herein ~di- ately following these specifrations... All proposals must give the prices pro- posed, both in writing and figures, and Est be signed by the bidder, with his address. If the, proposal is made by an individual, his name and post office address must be shown. if made by a firm or partnership, the name and post - of five address of each member of the firm or partnership must be shorn. If made by a corporation, the proposal muust show the names of the state under the laws of which the corporation was chartered and the names, titles, and busi-- ness addresses of the president, secretary and treasurer. (c) BIDDER'S GUA~R~~ITEE.. All bids. sha11 be presented under sealed.. cover and sha11 be accompaned:by a certified check or .bid bond made payable to the City of Bakersfield, for an amount equal _to at least ten percent (lob of the .amount of said bid, .and no bid shall be considered unless such cert- fed check. or bid bond is enclosed therewith. - (d) R~~TURN OF BIDI3ER' S GUA~~A~1T? Es. Within ten (1Q) days after the ward of -the captract, the City cf ~akersf field will return. the proposal guaranties accompanying such of the proposals as are not to be considered in making. the award. All other proposal ..guaranties will be held .until the con- tract has been f inal~.y executed, after which they will be returned to the respective bidders whose proposals they acco~npar~y. (e) CONTRACT BONDS. Tie Contractor shall furnish two good.. and suf f i~- ci~nt bonds. 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 he contract price. The other of the. said bonds shall be in an amount of fifty percent (5~~) of the contract price and shall.: be furnished as required ~y the terms of an act entitled.: "An act to secure the payment of the claims of ~ persons employed b~ contractors upgn_public work ,and the claims of persons who furnish materials, supplies, teams, implements, or machinery used or consumed: by such contractors in the performance of such works, and prescribing -the duties of certain :public officers with respect . thereto," approved May lflr 1919, as amended. .Forms of bonds required. may be obtained at the ..office of he City Attorney. D6: 18435.3 -3- BU:wrn ~lhenever 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 Mayor. has cause to believe that such surety or sure- ties have become. insuffucient, a demand in writing may be made of the Contractor for such further bond or bands or additional surety, not exceeding that origu- Wally 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. (f) REJECTION OF PRpPOSALS ~t~N'TAININO ALT~~RATIONS, E]~ASURES OR IRREGU~TIES.~ Proposals may be rejected if they show any alterations. of form, additions-not called for, conditional or alternative bids, incomplete bids, era- sures or irregularities of any kind. Proposals in which the priGss obvious~.y are unbalanced may be rejected. The right is. reserved to reject any and all proposals. ~g ~ A~~RD OF ~ CONTRACT. ~ The award ~of the contract, if it~ be awarded, will be to the lowest responsible bidder. The language "responsible" refers to notonly the attribute of rus~kworthiness, but also to the quality; fitness and capacity of the low .bidder to .satisfactorily perform the .work. The award of the contract will be made. wi thin forty-five { 45 ~ days after the opening of the proposala .unless. extension is approved by the lowest responsible budder.- ~h) E~~ECUTION OF CON'I~RAC'T. The contract shall be signed by the successful bidder and returned, together with the contract bonds within ten ~1~~ days, not including Sundays., after the bidder has received not~.ce that the - ~contract has begin awarded. No proposal shall. be considered banding upon the City until the execution of the contract. All contacts shall be considered as being made and entered into in the City ~f Bakersfield, California» Failure to .execute a contract and file acceptable. bonds as provided herein within ten {14} days, not including Sundays, after the bidder has, rcce'ived notice that the contract has been awarded,,. shall be just cause for the cancellation of the award and the forfeiture of the proposal guaranty, ~1~ ~TNATICN5 OF PLANS., SPECIFICATIONS, SPECIAL PR4VISI(~15, AND SITE OF WgRK. The bidder is required to examine carefully the site of, the proposal, plans and specifications, and contract. forms for the work; contemplated, `and it will be assumed that the bidder has investigated and is satisfied- as to the conditions to be encountered, as to the character, quality, and quantities of work to be performed and materials to be furnished,. and as to the ~r~quremcnts of tl~e sped icatons~, the special provisions, and the contract. It is mutually agreed that the submission of a-proposal shall be c~nsidexed prima facie evidence that ~.he bidder has 'made such examunatonl D6; 18435.4 -4- BU;wrn SECTION 2. SCORE 0~ ARK (a} WORK TO BE DC~1E. The work to be done consists of furnishing all labor, materials, methods and processes, implements, tools and machinery, except as otherwise specified, which are necessary and requited to construct the. pro- posed i~provernents, as designated in the contract. (b} ALTERATIONS. By mutual consent ~.n writing of the parties signs-- tory to the contract, alterations or deviation, increases or decreases, addi- tions or missions, in the-plans. and specifications, may be made anal the same. ,shall in no way affect or make void. the contract. The City of Bakersfield reserves ..the right to increase or decrease the quantity of .any. item or portion of the work, ar to omit portions of the work as may be deemed necessary or expedient by ,the Engineer. (c} EXTRA I~R~. New and unforeseen work will be classed as extra ~rork when such work cannot be covered by any of the various items or combination of items for which there is a bid price. The contractor shall do no extra work except upon written .order from the :Engineer, For such extra work the contractor shah receivo payment as pry- vously agreed upon in writing, or he shall be paid on force account. . (d} REMOVAL OF OBSTRI3CTT~IS. The contractor shall remove and dispose of all structures, debris, or other..obstruc~ions or any character.. of the con-- structior_ of -the street. or road, if ar~d as required by the Engineerl The contractor shah remove and dispose o~ all trees.designate~ by the Engineer: as obstructions to the proper completion of the work. The removing and ~ disposing of a~,l obstructions tQ the prosecution. of -the contract, unless flther~vise specified, shall be considered as inc uded in the. various items of cantrac~ work;: and no additional compensat-on;wh be allowed therefor. . (e } FINAL CLE~~NTNG C3P, Upon completion. and before making - application for acceptance of the work, the contractor shall clean the street or road, bor- row pits, and all ground occupied by him in connection with the work,, of all rubbish, excess material ,temporary structures, and equipment; and al.l parts of the work shall be: left in a neat and presentable condition. D6 : 1843 5, 5 -5- BU : wrn SECTION 3. CONTROL of THE-V~oRK {a} AUTHORITY OF THE ENGINEER, The engineer shall decide any and all questions which may arise as to the quality or acceptabilit of materials-fur- Y n~ahed and work performed, and as to the manner of performance and rate of pro- gress of the work; all questions. which arise as to the interpretation ofthe plans and specifications; all questions as to the acceptable fu~.fillment of the contract on the part of the contractor; and. all questions as to claims and compensation. The Engineer's decision shall be final and he shall have executive authority to enforce and make effective such decisions and orders as the con-- tractor fails to carry out promptly, {b} PLAN. All authorized-alterations affecting the requirements and. information given on the approved plans shall be in writin . No ohan es shall g 9 be made of any plan or drawing after the same has been approved by the Engineer, except by directl.on of the Engineer. working. drawings. or plans for any structure not included in the Tans p furna.shed by the Engineer shall be approved by the Engineer before any work involving these plans shall be performed, un~.ess approval is :waived in writn g by the Engineer. . Tt is mutually .agreed, however, that the approval by the:Engneer of the contractor's,workingplan-does not relieve the contractor. of any responsibility for accuracy of dimensions and details, and that the contractor shall be respon-~ s ble for agreement.. and conformity of his working plans with the a roved ~.er~s . pp p .and speca.f icatlons. {c}.: CONFORMTT~:.WITH- PLANS AND A~L(~i~E DE'VIATIQN. Finished surfaces in all cases-shall conform with the lines, grades, cross-sections, and dimen-~ . sons..shamon the approved plans Deviations from the approved Tans, as ma p y be required by the exigencies of construction will be determined in all eases by the Engineer and authorized in ~vriting. {d} C40RDINATIQI~I OF PLANS, SPECIFICATIONS, ~1D SPECIAL PROVISIOIUS. .These specifications, he plans, special provisions, and all: su hementa docu- pp rY :merits are essential parts of the contract, and a requirement occurring in one is a binding as though occurring in all.: They,are ratended to be cooperative, to describe, and to provide - for a complete. work. Plans shall govern over specfi- cations; specie provisions shall govern over both specifications and plans. City specifications shall govern over State Standard Specifications. {e} TNTERPRETATION ~F PLANS AND SPECIFICATIONS,- should it a ar p~ _ that the work to be done, or any matter relative thereto., is not suffcientl detale y d or explained a.n these speclf icat~.ons, plans,. and the pecal provision, the contractor shill, apply to the Engineer for such further explanations as: may be. necessary, and hall conform to such explanation or irate~pretaton as part of the contract, so far as mar be consistent with the intent of the on i- g nal specifications, Tn the event of doubt or questionreiative to. the. true meaning of the specifications, reference. shall .be made to the Ct Council, y whose decision thereon..shall be final. D6: 18435.6 -6- BU:wrn In the event of any discrepancy between any drawings and the figures written thereon, the figures shall be taken as correct. ~f} SUPERINTENDENCE, 'Wheneverthe contractor is not .present on any part of the work where it may be desired to give direction, orders will be given by the Engineer in writing, and shall be received and obeyed by the superintendent or foreman in char e of the ar ' ~ g p titular work In reference to which orders are given. (g} LINES AND G~~ADES. All distances and measurements are given and-will be .,made in a horizontal plane. Grades are given from the top of stakes or .nails, unless otherwise. noted on the plans. 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 discrepan~ exi cY sts, 1t must be reported to the Engineer. If such a d~.screpancy is not reported to the Engineer, the contractor shall be responsible for any. error in the-finished work. The contractor shall give at least 24 hours novice in writing when he will require the services of the Engineer for laying out any portion of the work, The contractor shall ~~rnish the Engineer such facilities and labor, necessary for makin and g maintaining points and lines, as he may require, Payment for .labor furnished. by .the Contractor for such purposes is considered as included in various ~.tems of work and no additional compensation will be allowed tY~erefor. ..The contractor shall preserve all stakes and points set for lines, grades, or measurements of tl~e wort in their proper places..until authorised to remove-them by. he Engineer. All expenses incurred in replacing stakes that ha~re been removed without proper authori y shall be paid by the contractor. ~h} INSPECTION. The Engineer shall at all times have access to the work Burin g construction, and shall be furnished with every reasonable facility for.discertaning full knowledge respecting the progress, workmanship, and character of materials used-and employed irn the work. ~lhenever the contractor varies the period during which work is carrsd on each. day, he shall give due notice to the Engineer, sothat proper. inspection . _ may be provided, Any .work done rl the absence of the Engineer will be subject to rejection. - The inspection of the-work shall not relieve the contractor of an of his Y obligat~.pns to fulf 111 the contract as prescribed. Defective work: shall be made ~ good, and unsutab e materials may be rejected, notwithstanding.the fact than such defective work and unsuitable materials have been previously overlooked by the Engineer :and acce ted or es ' _ p .mated for payment. _ Projects financed in whole or in part with State funds shall be sub'ect to inspection at all times by the Director of Public Works, or his a ents-. g ~ i } R~~OVAL `OF DEFECTIVE AND U[~AUTHORIZED V+~RK. All work which is defective rots construction or deficient in ar~y of the re cements of these speclf ications shall be remedied, or removed and replaced by the contractor in an acceptable manner, anc~ no compensation will be - alloweo -for such correction. D6:18435.7 BU:wrn Any work done beyond the lines and grades shown on the plans or estab- lisped by the. Engineer, or any extra work done without written authority, will be considered as unauthorized and-will not be paid for. Upon failure on the part of the contractor to .comply forthwith with any order of the Engineer made under the provisions of this article, the Engineer shall have authority. to cause defective work to be remedied, or removed and replaced, and unauthorized work to be removed, and to deduct the costs thereof from any monies due or to become due the ..contractor. (j) FINAL-INSPECTION. whenever the work provided and contemplated by the contract shall have-been satisfactorily completed and the final cleaning up performed, the Engineer will make final inspection. . SECTION 4, CONTROL OF MATERI~~S (a) SAMPLES .AND TESTS.: At the option of the Engineer, the source of .supply of each of the materials shall be approved by the Engineer before deliv-- ery 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 inJthe work, for,test- ing or examination as desired by the Engineer, All tests. of materials furnished ~y.the contractor shall be made in accordance with com~nanly recognized standards of national organitiations, and such. special methods and tests as are prescribed in the spec~,~ications. The contractor shall furnish such camp es of materials as are requested by the Engineer, without charge. No material shall be used until it has been approved by the Engineer. Sa~ples will be secured and-tested whenever necessary to determine the quality of material. (b) DEFECT~~ I~ATER~~LS. All materials not conforming to the requirements of these specifications shall be considered .as detective, .and all such materia~sE whether in place or not,, shall, be rejected and'shaLl be removed immediately from the site of the work. unless otherwise permitted by the Engineer. No rejected material, the defects of which have. been subsequently corrected, shall be used until approved in writing by the Engineer, .upon failure on the part of the contractor to comply with any order of the .Engineer made under the provisions of this article, the Engineer shall have authority to remove and replace defect~e material and-to deduct the cost of - removal and replacement from any monies due or to.become due the contractor. D6: 18435.5 BU:wrn SECTION 5. LEGAL RELATIONS AND RESPONSIBILITIES TD THE PUBLIC (a~ .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, (b~ H~ OF LABOR... The contractor shall forfeit, as penalty to the City of Bakersfield, Ten Dollars ($14. D~) .for each laborer,. workman, or mechan~.c employed in the execution of the contract by him, or by any subcontractor-under him, -upon-.any of the work hereinbefore mentioned, for each calendar day during which said laborer, workman,. or mechan~c is required or permitted to labor in violation of the provisions. of Section 1810 to Section 1815, inclusive., of the Labor Code. (c} The contractor shah... comply with Section 6705 of the Labor Code .which provides than the contractor.'s responsibility shah be as follows: If the contrast price for the prpject includes an e~pendi ure in excess of twenty-f iue thousand. dollars, ($25 000 ~ for excavation. ~f any trench or . trenches fire feet or more in depth:,. the contractor or.his subcontractor shall not begin sny trench excavation unlessa detailed plan, showing the design of shoring, bradng, sloping-or .other provisions to be made for worker protection during- the excavat~ionlof he trench, has been submitted by the:..contractor to the City Engineer and the detailed plans has been approved by ~.~he.City.En~ineer. If such plan varies frog the shoring system standards established by the Construction Safety Ordors of the Division of Industrial Safety, the ..plan shall be prepared bh a registered civil or structural engineer, Nothing in this section shah. be deemed to allow the useof a shoring, sloping, or protective system less offectve than that..require~ by the Construction Safety., Orders of the Division of Industrial Safety. Nothing in tris section shall. be construed to impose tortliab~lity on the awarding body or any of its employees. . The terms "pub~.ic works" and "awarding body", as used in this section, shall hake the same meaning as in Labor Code. Sections 1,720. and 1722 respectively. D6: 18435.9 -9- BU:wrn ~d) EQUAL EMPLOYMENT OPPO~:I'UNITY. During the performance of this contract the Contractor agrees as follows: ~1) The contractor will not discriminate against any employee orapplicant for employment because. of race, creed, color, sex, or national origin. The Contractor will take affirms- five action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, creed,, color, sex, or national ori- gain. ,Such action shall include, but not. be limited to, the following: Employment, upgrading, demotion, or transfer; - recruitment or recruitment advertising; ],ayof f or ter- mination; rates of pay or other forms of c~npensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants foremployment, notices to be provided setting forth the provisions of this .non- discrimnat-ion clause. ~2} she Contractor-will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive considera- t~.on for employment without regard to race, creed, color, sex, or~natonal origin. . (3) The Contractor will send to each labor un3.on or representa- tiye of workers with which he has a collecti~re bargaining agreement or other contract or understanding, a notice to . be provded.~advising the labor union or workers' represen- tative of the Contractor's commitments under Section 202 of . Executive Order X10, 11246 of September 24, 1965 and shall post copies of the notice inconspicuous places-_available to emp~.oyees and applicants for: employment, . ~4} the Contractor will comply with all provisions of Executive Order No. 11246 as.amended.by Executive Order 11~75,.and of the rules, regu~at-ions, and relevant, orders of the secretary of Labor, (e) PREVAILING ~~E. The Contractor shall, as a panalty to the City of Bakersfield,. forfeit $25.:0.0 for each ~ calendar day or portion thereof , for each-workman paid lees than the stipulated prevailing rates fore such-work. or craf ~ in which such ~~ork~~an is cloyed- under this .:contract or by any subcon- tractor: under hire, in violation of the provisions of Section 1770 to Section 1780, inclusive, of the Labor Code. The Contractor shall be responsible for its own and subcontractors' compliarYCe with the requirement of Section 1776 of that Code. ..Cc~pie of the prevailing rate of per diem wages, for each craft, clas- sifcat-.ion or type of~workman needed to execute the contract, are on file -in the office of the Director of Public works and shall be made available to any inter- ested party on request. (f) APPRENTICES, All Contractors and Subcontractors shall comply with the,provi ions of La'cor Code Section 1777.5 relating to the employment of apprentices. D6: 18435.10 -10- BU:wrn ~ (g} REGISTRATION OF CONTRACTORS. Prior to award, Contractors shall be licensed in accordance with the provisions of Section 7055 of Business and Professions Code. (h} PERMITS AND LICENSES. The Contractor shall rocure all emits p ~ and licenses, pay all charges and fees,. and give all notices necessary and inci- dental to the due and lawful prosecution of the work. (i~ PATENTS. The Contractor shall asses all responsibilities aril- ing from the use of patented materials, a merit, devices oar rocesses use ~p ~ p don . or incorporated in the work. (j} PUBLIC CON~ilENIENCE AND SAFETY, .The Contractor shall so conduct ' his operations as to cause the least passible obstruction--and inconvenience to public traffic. Unless other existing struts are stipulated in the special provisions to be used as. detours, all traffic shall be emitted to ass theca I~ p gh the work, Residents along the road or street shall be provided assn a as far as racticab °p g p le. Convenient access to drweways, houses and buildings along the: road or street shall be maintained and temporary crossings shall be rovided and maintained in , p gpod condit~.on. Not more than one .cross or intersecting street or -.road-shall be closed at any time without the approval of the Engineer, The Contractor shall furnish, erect, and maintain such fences barriers, lights, and signs as are necessary go give ode ate warnin to the ~ g public at all times than the improvement is under the const~actor~ and of an y dangerous conditions to be encountered as a result thereof, and he shall also. erect and maintain such warnings and directional signs as may be ~~rnshed ° ~Y the Clty. dull compensation for conforming to the. provisions of this_ Section 5 (j} shall: be considered as included in the prices paid for the various cant~act items of work and no additional c nsation will be allowed therefor. o~~e (k} RESPONSIBILITY FOR t~MAGE. The- City- OfBakersfield, the Cit y .Council,-or the Engineer shall not be answerable or accountable in an manner Y for any .loss or damage that may happen to the work or any part thereof • or for any material or equipment used in performin the work, or fbr in'u or dame e g ~ rY g to an y person or persons, either worn or the public, or for damage_to adjoning`property caused by the negl once of Contractor or one of his s - _ g ubcon tractors during`the progress of the work ~t any time before final acce fence. p The Contractor shall indemnify and save harmless .the Ct of Bakersfield the ~ ~ y . . City Counc.~l, and the Engineer from any suits, claims, or actions brou ht b an rson or ° g y y pe persons for. or on account of any ln~urles or damages sustained or arising in the constructior, of the work or in conse once thereof D6: 1$435.11 -11- BU: wen tl) CONT'RACTOR'S RESPONSIBILITY FOR ~10RK, Except as provided above, until the formal acceptance of the work by the City Engineer, the Contractor shall have the charge and care thereof and shall bear the ri k of injury or damage to any part thereof by the action of the elements or from any other cause, whether arising from t?~e execution or from the non-~~ecution of the work. The Contractor .shawl rebuild, repair, restore, and mike good all injuries ordamages to any portion of the work occasioned by.and of the above causes before final accep- tance and shall bear the expense. thereof, except such injuries or c~~ages occa- ,signed by acts of the Federal Covent or the public enemy... gym) NO .PERSONAL LIABILITY.. Neither the City Council, the Engineer, nor any other officer or authorised assistance or agent shall be personally responsible for any liability arising under the contract. (n) RESPONSIBILITY OF CITY. The City of Bakersfield shill not be held responsible for the .care or protection. of any material or parts: of the work prior to final acceptance, except as expressly provided. in these specifications. D6 18435.12 -12- BtJ:wrn SECTION 6.0 PROSECUTION AND PROGRESS ~a} SUBLETTING AND ASSIGNMENT. The Contractor shall give his per- sonal attention to the fulfillment of the contract and shall keep the work under his control. Subcontractors will not be recognized as such, and all-persons engaged. in the work of construction will be considered as employees of the Contractor, and their work shall be subject to the provisions of the contract and .specifications. There a portion of the. work sublet by the .Contractor is not being pro- - secuted in a manner satisfactory to the City Engineer, the subcontractor shall be removed iriamediately on the requisition of the City Engineer and shall not again be employed on the work. - fib} The Contractor -shall diligently prosecute the work. to completion before the expiration of the permitted number of working days or calendar days as specified on Page 1 of .this specification, (c } C~3AR~CTER OF wCJR1~MEN. if any. subcontractor or person employed by the Contractor. shall fail or refuse to carry out the-directions ~f the. Engineer or shall. appear. to the Engineer to be incompetent or to ac iri a disorderly or improper manner, he shall be discharged in~ned~ately on the requsit-ion of the. Engineer, and such person shall not again be employed.anthe work... ~d} TE~MFORARY SUSPENSION OF WORK. Thee Engineer shall have the authority to suspend the work wholly grain part, for. such period as he may deem - neceesary due to unsuitable weather, or to such other conditions as are consid-~ eyed unfavorable for the suitable prosecution, of the :work, or for- such time-as ;he may. deem necessary, due to the failure an the part of the Contractor to carry out. orders given, or to perform any provisions of the woxk. The Contractor shall.i~medi~aely obey, such order of the Engineer and sha1.1 not resume the work ' until ordered in Writing by the.En~neer. Vie} `TIME QF COIKPLETION AND LIQUIDATED DIES It is agreed by the par-ties to the eontract,that in case all the work called for under the contract is not completed before or upon the expiration of the time limit as set forth in these specifications, damage will be sustained by the City of -Bakersfield, and that it is and will be impracticable to determine the actual damage which the City will sustain in the event of and by reason of such delay, and it is there- `fore agreed that the Contractor will pay to the City. of Bakersfield the sum of .Two Hundred Dollars t$200.00} per day for each and very calendar day's delay beyond the time prescribed: to complete the work; and the Contractor agrees t.o _ .pay such liquidated damages as~here,n provided, and in case the same, are not 1 paid, agrees that the City of Bakersfield may. deduct. the amount- thereof:. f rcx~ any money due or teat may become due the Contractor under .the contract. D6: 18435,13 ~ -13- BU:wrn It is further agreed that in case the work called. for. under the con- tract is not finished and completed in all parts and requirements within the time specified the City Council shall have the ,right to extend the time for corn- pletion or not, as may seem best to serve the interest. of the City; and if it decides to extend the time ~.imit for the completion of the contract, it shall further have the right to charge to the Contractorr his heirs,~assigns or sure.- ies and to deduct-from the final payment for the-work, all or any part, as it may deem proper, of the actual cost of engineering, inspection, superintendence, and other overhead expenses which are directly chargeable to the contract, and which accrue during the period of such extension, except that the cost of final surveys and preparation of final estimate shall not be included in such charges.: The Contractor shall not be assessed with liquidated damages nor the cost of engineering and inspection during any delay in the completion of the work caused by acts of God or of the public enemy, acts of the City, firer floods, :epidemics, quarantine restrictions, strikes, freight embargoes, and unu- sually severe weather or delays of subcontractors due to such causes; provided that the Contractor shall withinten. (10} days from the beginning of any such . delay,. notify the Engineer in writing of the causes of delay, who shall ricer- fain thefactsand the extent of the delay, and his findings of the facts thereon shall be final .and conclusive. ~ f } SUSPENSION ~E C4N''RACT. If at any time in the opinion o f the. City Counc~.l, the Contractor has failed to supply an adequate corking 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 tez~ms 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 ~e contract,.. as directed by the Engineer, wtha,n the time _ . specified in such notice, the City Council in any. such case shall have the po~ver to .suspend the Qperation of ,the contact. Upon receiving notice of such suspension, the ,Contractor shall discontinue said work, or-.such parts of it as the City-Council may designate. Upon .each suspension, the Contractor's control shall terminate, and thereupon the City Council, or its duly authorized representative, may .take possession of all or any part of he Contractor's materials., tools, equipment, and app~.iances upon he premises,- and-use the .same for the purpose of completing laic contract,.:and(hire such fore and buy or runt such additional machinery, tools, app,ances and equipment, and buy such additional materials :and supplies at the Contractor's expense asmay be necessary for the proper conduct of the work and for the completion thereof or . may employ ...other parties to carry the. contract to completion, employ the neces- sary workmen, substigate other machinery or materials, and purchase the mater.. als contracted fc~r in such manner as the. City Council may deem proper;. or the City: ~ Council. may annu and canoe the contract. and re--let the work or any part thereof. Any excess of cost arising therefrom oven and above the contract price will be charged ~~gainst the .Contractor and his. sureties, who will be liable therefor, In the event of such suspens-ion, all: money due the Contractor or retained under-the teas of this contract shall be forfeited to the City; but such, forfeiture will not release the contractor or his sure ies from liability or failure to fulfill the contract. The Contractor-and his sureties will be credited wit~~ the amount of money so forfeited toward any excess of cost over and above thy; 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 tree Contractor will be so credited with any surplus remaining after all just claims for uch completion. have been paid, D6; 18435.14 ~ -14- BU;wrn In the determination of the question whether there has been any such .non-compliance Frith the contract as to wax~ant the suspension or annulment thereof, the decision of the Gity Council shall be binding on all parties to the contract. - (g) RIGHT 4F WAY. The right. of .way for the work to be constructed will be provided by the City. The Contractor shall make ..hiso~an arrangements, and pay all expenses for additional area required by him outside of the limits of right o~ way unless otherwise provided in the. Special Provisions. D6: 18435.15 _ -15- BU;wrn SECTIC~1 6.2. SUBMISSION OF DBE INFORMATION, ~~~RD AND EXECUTION OF CONTRACT (a} GENERAD. The bidder's attention is directed to the provisions in Section 3, "~►ward and. Execution of Contract," of the Standard Specif iGations and these special provisions for he requirements and conditions .concerning submittal of DBE information, award, and eXecution of contract. It is the bidder's responsibility to meet the goals for DBE participation or to provide information to establish that, prior to bidding, the bidder made good faith efforts to do so, as outlined in Appendix A "Guidance Concerning Good Faith Efforts" set forth in Section 6-1.04, "Participation by Minority Business Enterprises in Subcontracting," elsewhere in these special provisions. It is agreed that the bidder's security furnished under the provisions of Section 2~-1.07, "Proposal Guaranty," of the Standard. Specifications shall also be security for the.-bidder's compliance with the DBE information requirements in Section 6,2(b}, "DBE information," herein. It is .further agreed that if he bidder faiis to suk~nit the requited DBE information by the times specified in said Section 6.2(b}, such failure shall be deemed to be a failure to execute the contract and shall be just cause for theforfeiture of the security of the bidder, (b} DBE INFORMATION.-The apparent successful bidder Glow bidder} and. the second low bidder shall submit DBE information to the .office at which bids were received so the information i received by the Department no laterthan 2:.00 P,M, on Friday of the week. follr~+rng bid.: opening.. DBE information sent by certified mail and postmarked on o~ before Wednesday of the week following bid opening will be accepted even if it is received after Friday of the week following bid opening. Failure to su~nit the required DBE- information by the time specified will be grounds for,find.ng the bid or proposal nonresponsive, Other bidders need nQt submit DBE information unless requested to do so by the Department. When such- request is made, the DBE information of such bidder shall be submitted within. ~ days, unless a ~.atertime is authorized by the Departments The bidders DBE information shah establish that the DBE goals will be met or that a good faith effort to meet. the goals has been made. Bidders are cautioned that even though their submittal indicates they will. meet the stated DBE goals, their. submttal.should.also include their goad faith efforts information along with their DBE goal information to. protect their eligibility for award of the contract in the event the Department, ints review, finds that the goal has not been mete The information to show than. the DBF goals will ~e met shall include the names of DBEs to be used, with a complete description of work or supplies to be provided by each and. the dollar value of each such DBE transaction. (Note DBE subcontractors for signal and lighting item, if there are such items of work, must have been named in the bid -See section entitled "Subcontracting" of these special provisions}. D6:~ 18435.1 ~ ~ -16- BU.wrn The information necessary to establish the bidder's good faith efforts to meet the DBE goals should include: (1) The names and dated of advertisement of each newspaper, trade paper, and minority-focus paper in which a request for DBE participation for this project was placed by the bidder; (2~ The names and dates of notices of all certified DBEs solicited by direct mail for this project and the.. dates and methods used for following up initial solicitations to determine with certainty whether the .DBEs were interested. (3) The items of work for .which. the. bidder requested. subbids or materials to be supplied by DBEs, the information furnished interested DBEs in the way of plans, specifications and. requirements for the work,. and. any. break down of items of work into economically ,feasible units to facilitate DBE participation. Where there are DBEs available for doing portions of the work normally.,performed by the bidder.-with. his own forces, the bidder will be expected to make portions of such work available for DBEs to bid on. (4~ The names of DBEs who submitted bids. for .any of the work indicated in (3~.above which were not accepted, a sum~~ary of the bidder's discussions and/or negotiations wth.•them,, the name. o~ the subcontractor or supplier .that was selected for .that .portion of work, and the reasons for the bidder's choice. If the reason for rejecting a DBE bid was price, give the price bid by the, rejected DBE-and the price bid by the selected subcontractor~or supp],er: Since the significant price differences wi11 be considered as cause for rejecting such DBE bids. ~5} Assistance that the bidder has extended to DBEs identified in (4} above to remedy the deficiency in their subbids. (6) Any additional data to support a demonstration of good faith effort, such as contacts with D8E assi tance'.agencies,. (c} AW~~RD OF CONTRACT. The award of contract, if it be awarded, will be to the lowest responsible bidder whose proposal :complies with all the requirements prescribed and who has met the goals for DBE participation or has demonstrated, o the sati faction of the Department, good faith offo~t to do so. Meeting the Goals for DBE participation or demonstrating, to~the satisfaction of the Department, good faith efforts to do so is a condition for being eligible for award of contract. (d} PERFORMANCE OF DBE StJBCON':I'RACTORS AND SUPPLIERS. The,. DBEs listed b~ the Contractor in response to the requ~rement~ in the. section of these special provisions entitled "Submission o~ DBE Lnformaton Awards and Execution - of Contract.,." which are determined by the Department to be certified DBEs, shall _ perform the work and. supply the materials for which they-are l~.sted unless the Contractor has received prior -written- authorization to perform :the work with other forces or to obtain he materials from other sources. D~: 18435.17 ~-17- BU:wrn Authorezation to utilize other forces or sources of materials-may be requested for the followeng reasons: ~1} The listed DBE, after having had a reasonable opportunity to do so, fails or refuses to execute a wre ten contract, when such written contract, based .upon the general. terms, conditions, plans and specifications for .the project, or on the terms of such. subcontractor's or supplier's written bid, is presented by the Contractor. ~2} The listed DBE becomes bankrupt or .insolvent.. { 3 ~ The listed DBE fails ~ or refuses to perform his subcontract or .furnish the listed materials. ~ 4) The listed CBE subcontractor fails or refuses to .meet the bond. requirements of the contractor. ~5) The work.~performed by the li ted subcontractor is substantially unsatisfactory and is not en substantial accordance with the plans and specf ecations, or the the subcontractor is .substantially delaying or desru tin p g the.. progress of the work. , {6) It would be-in the.best interest o~ the, city: The Contractor shall not be entitled to any-payment for such work or r~ateral unless it is performed or supplied by the. listed DBE or by other forces (including those of the Contractors pursuant to prior written authorization of the ~ngeneer. ~e-) DBE RECORDS. The cor~ractor shall maintain records of all subcontracts entered into with certified DBE subcontractors and records Q~ materials: purchased.~ro~n certified DBE suppliers. Such records shall show the nary and business address of each. DBE. subcontractor or vendor and the total - do lar ~rnou~t actually paid each .DBE. subcontractor or vender. Upon con~leton of the contract, a summary of these records hall be prepared on Form HC-43 and,certfied.correct..by the contractor or his authorized representative, and shall be furnished to the Engineer. D6: 18435.18 X1.8_ B[3:wrn ~f) SCJBCONTRACTING. Attention is directed to the provisions in Section 8-1.01., "Subcontracting," of the standard Specifications, section 1 "Proposal Requirements", Section +6.2~b) DBE Information, elsewhere in these special provisions. Thee requirement in the thrd,.paragraph of. said fiction 8-1,41 that the Contractor shall. perform with his-.own organization contract work amountin to g not less than 50 percent of the original. contract price is not changed by the Federal Aid requirement in Section 6-1.05 of these special provisions that the Contractor perform not less. than 30 percent of the original contract work with his own organization. - ~ The DBE information furnished under Section 6.2 { b 7 "DBE Information" - of theso: special prow ions is in additon~ta the subcontractor information required to be furnishedunder said Section 8-1.01, "Subcontracting." In accordance with the Federal MBE regulations Section 23.45(f}~2~ Part.2.3, Title 49 CFR; 1. No substitution of a DBE subcontractor shall be made at and time without the written consent ofthe Department., and 2. If a DBE subcontractor i~ unable to perform successfully and is to be .replaced, the contractor will be required to make good f a~. ~.h efforts to replace the original DBE-subcontractor with another DBE ubcontractor. 3. The requirement in Section 2~f}, "Disadvantaged Business Enterprise," of these special provisions that DBEs must. be certified-on the date bids ire opened des not apply. to DBE substitutions after award of the contract. The "Subletting and Subcontracting Fair Practices Act" ~Gover~~rnent Code Section 4100-4113, inclusive applies to the work covering street (or ni h- way ~ 1 ighttng and traf ~ is s igr~als and requ res subcontractors, a.f used for such work,.: to be listed in the prime contractor's proposal; prohibits the substitu-- tion of subcontractors:, except as therein authorized; and provides. for penalties for ~ violations- of ~ the Act. -Bidders are Cautioned that this listing,-.requirement C - is in addition to the requirement to provide a list of DBE subcontractors _ after the opening of the proposals. Each bidder shall, with respect. to the. work cowering street. (or highwa~r) lighting and traffic: signals, list in his proposal: 1. The name and the location.. of the place of business of each subcon- tractor who will perform work or labor or render services- to the prime co~~trac- for in or about the constraction of the, work or improvements, or a subcontractor licensed by the State of California who, under subcontract to the -prime contrac~- tor, pecally fabricates and installs a portonof the work or improvement according t~ detailed drawings contained in the plans and specifications, in an amount in excess .of one-half of `one percent of the prime contractor's tot~~l bid. 2, The portion of the work which will be done by each such sub- contractor. Only,gene subcontractor shall be listed :for each such portion. A sheet for listing-the subcontractors, as required by the Subletting -and Subcontracting Fair Practices Act, is included in the proposal. . D6. 18435,1 ~ -19- BU:wrn ~ f) SUBcONTRAcTII~~. Attention is directed to Section 8~-1.01, "Subcontracting," of the Standard-Specifications and these special provsionsG The requirement in the third paragraph of said Section 8-1.01 that the contractor shall perform with his awn organization contract. work amounting to not aess than 50 percent of the original contract pricei not. changed.. by the Federal Aid requirement in Section 6--1.05 of these special provisions that .the Contractor parform not.l~ss than 30 percent of the. original contract work. with . his own organi2ation. The "Subletting and Subcontracting Fair Practices pct" tGover~unent code Section.4140-4113, inclusive) applies to the work covering street (or high- way} lighting and traffic. signals and requires subcontractors, if used for. such work, to be listed in the prime ~onfi~ractor'~ proposal; prohibits the substtu- Lion of subcontractors, except as therein authorized; and;prov~.des for penalties for violations of .the Act, Bidders are cautioned that this listing requirement is in addition to tie requirement to provide a list of D8E subcontractors after the _ completion of the project, Each bidder shall., with respect. to the work covering street for highways lighting and traffic signals., list in his Proposal: - 1. The name and location of the. place of business of each subcontrac-- for who w-ill :perform -work. or labor or render. services to the prime contractor in or about.. the construction of the work or improvement, or a subcontractor licensed by the State of California who, ..under subcontract to the prime eontrac- tor, specially fabricates and installs a portion of the work or improvement according to de ailed drawings contained in the plans and specifcatior, in an amount in excess of one-half of one percent of .the prime contractor's total bid. 21 The portion of the work which 'will be dole by each uch sub- contractor. Only one subcontractor shall he listed for each such portion. A sheet for fisting the subcontractors, as required by the Subletting and Subcontracting Fair Practices Act, is-included in the proposal, D~ 18435.20 ~ -20- BU:wrn ~.2. BUY ANIERICI~ RSQUIR~~MENT5, Attention is directed to the "Buy America" requirements of the Surface Transportation Assistance Act of 1982 Section l65) and the regu~.ations adopted pursuant thereto. In accordance with said law and regulations, ..all manufacturing processes for steel materials fur niched for incorporation into the work on this project shall occur ~.n the United States.. A Certif irate of Compliance, conforming to the provisions in Section ~-1.07,. "Certificates of Compliance," of the ..Standard Specif ications~ shall be furnished for steel materials. The certificates, in addition to certifying that. the materials comply- with the specifications, shall also specifically cextify than. all manufacturing processes for the materials occurred in the United States. The requirements imposed by said law .and regulations do not prevent a minimal. use of foreign steel .materials if the cost of such materials used does not exceed one-tenth-of 1 percent ~O.l~~ of the total contract cost of $~,50~, whichever: is greater, The C~nt~actor shall furnish the ~nc~ineer acceptable doc~- umentation of the quality and value of any foreign steel prior to incorporating- - such materials into the work. D6: 18435.21 -~1.. BU:wrn SECTION 7 . M]~ASUREMENT AND .PAYMENT {a) EXTRA AND FORCE ACCOUNT t~Ri~, Extra work as hereinbefore defined, when ordered and accepted, shall be paid for under a written work order in accordance with the terms therein provided. Payment for extra work will be made at .the unit price or lump sum .previously agreed upon by .the Contractorand the Engineer, or by force account.. If the work is done on force account the Contractor shall receive the actual cost of allmaterial furnished by him as shown by his paid vouchers, plus fifteen percent { 15~ } , and for all equipment and teams that are necessary he shall receive the current prices in the locality, whch~shall have been previ-- ously determined and agreed to in writing by the Engineer and by the Contractor, plus f fifteen-.percent { 15~ } and for all Iabor that is necessary he shall receive . the current prices in the locality, plus twenty percent {20~} provided, however, that the City reserves the right to furnish such materials required as it deems expedient,` and the Contractor shall. have no claim for profit on the cost of such- materials. The price paid .for labor shall include all payments imposed by State and Federal laws. for all payments jade to, or on behalf of , the workmen, :other than actual wages... A11 extra work and force account shall be..adjusted daily upon report sheets, :prepared. by the Engineer, furnished to-thee Contractor and signed by both parties, which daily reports shall thereafter be considered the .true record of extra work or force account work. done. {b}. PROGRESS PAYMENTS.. The Contractor .shall, once in each month, submit for approval, an estimate in writing to the City Engineer of the otal amount of work done by the Contractor, to the time of such estimate, and the value thereof . The City of Bakersfield shall retain ten percent { 10~ } of such estimated value of the work done- as part security for the fulfillment of the contract-by the Contractor, and shall monthly pay to~the Contractor, while carrying: on the work, the balance not re~~ined, as aforesaid, after deducing therefrc~n all previous payments and all sums. to be kept:'or retained under the provisions of the contract. No such estimate or payment shall, be required to be made, when in the judgment of the City Engineer the work is not:procpeding in accordance with the provisions of the .contract-, ar when in his judgment the total value of the work done nce the last estimate amounts to less than Three . Hundred: Dollars {$30:00}. {c} FINAL PAYMENT, The City Engineer shall, aftez the completion of the contract,.. make- a f final estimate of the [amount of work done thereunder, and the v~~lue of such ~~ork, and the City of Bakersfield 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 .arid payment. The final payment shall.` got be due and payable until the` expiration of thirty { 30 } days from -,the date the "NONCE of CON~LETION" is recorded at the County Recorder's office..: It is mutually agreed between the parties to the .contract that no cer- tif icate 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 ire 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. D6: 18435.22 --22- BU:wrn 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, sha11 release the City of Bakersfield, the City Counc~.1, and the Engineer from any and all claims or lia- bi3ty on account of work perfornned .under the contract or an alteration y thereof , ~ d) SUBSTITt~TION OF SECURLTIES, ~lhenever herein prow i©n is made for withholding or retention of moneys to ensure performance, substitution of an equivalent amount (value) of securities shall be permitted in accordance with the provisions and requirements of Gover~~nent Code Section 4590. SECTIQN 8. PRGVISIt~S of STANi~ARD sPSCIFICATIONS This work e~braced herein shall be done in accordance. with the appropriate provisions of specifications entitled "State of California, Department of Transportation, Standard Specifications, July,:: 1984:,': insofar as -the sane may apply, which speeif oatiahs are hereinafter referred. to as the Standard Specifications, and-in accordance with the follown s cial . g ~ provisions. - Whenever in the Standard Specifications the follown .terms aye used, g they shall be :understood to mean and refer to the following: Department of Transportation, CALTJ~iNS -The .Engineering Department of the City of Bakersfield. Director of Public works -City Engineer, City of Bakersfield. Engineer -The. City Engineer, acting either directly or throw h ro rl g p ~ y authorized agents,. such agents acting within the scope of the particular duties entrusted to ahem....... Laboratory - 'the designated laboratory authorised by the: City of Bakersfield to test materials and work in~rolved in the contract. State -The City . of Bakersf e].d. Other terms.. appearing in the Standard.. Specifications, the eneral rovi- .g ,P~ s~.ons, .and the special provisions, sha11 have ~tne ~.ntent and meaning spscif led in Section 1, Definition of Terms of the Standard S cif ica~ions. - In the event :that: any portion of theStandard ~pe~;ifications incorporated herein shall conflict with any of- the provesa.ans delineated in the special provisions section herein set forth, the pro~isoris so delineated shall take precedence over and hall be used in :lieu of such co~zf lictin rtons of g po the Standard.Speciflcatlons. D6 : 18435.23 -23- BtJ:wrn SECTIQN 9. INSURANCE 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 frc~n or re ated to any work perfo~d by the Contractor, his agents, employees or subcontractors under the teams of this agreement. In addition to any. other form of insurance or-bond required. under the terms of this agreement and specificatons,,the Contractor shall procure and maintain ,for the duration of this agreement the following types and limits of insurance: Professional liability -insurance, pro~riding coverage on an occurrence basis. for bodily injury, including death, o~ one or more. persons, property damage and personal injury, with 1-imts of not less than one million - ~$1,OQ0,000) per occurrence;. and Automobile liability insurance, providing coverage on an occurrence basis for bodily injury,. including death,, of ore or more persons, property damage and personal injury, with limits of not less than. one million x$1,000,000} per occurrence; and General liability insurance, providing co~orage on an occurrence basis fir bodil n'u ' y ~ ry, ~.ncludng death, of one or more persons, property:damage and personal injury, kith limits: of not less than one million ~$~.000,000) per occurrence. porkers' compensaton~with statutory limi s and employer' liability insurance.- with limits of not less than one million (~$l, 000, X00) per accident.. A11 polio-ies; requited o~ the Contractor.. hereunder shall be primary _ insurance as re pects: the City, ts_mayor, council, officers, agents, emplpyces and volunteers and any insurance or self-insurance ~aintained'by he City, its mayor, council, officers, agents, .employees and volunteers shalibeexcess of the..Contractor's insurance and shall not contribute with it. The automobile -liability policies- shall provide coverage for.. owned,: ( . :non-owned and hired autos. The liability policies shall prov~.de contractual liabilitycoverage for the terms of this agecement - .y~ The l~abilt laces shall.:. contain an addltlonal insured endorsement in favor of the City, its mayor, council., officers, agents, employees and volunteers; The workers' compensation policy shall contain a waiver o~ subrogat.on endorsement .in favor of the City, its mayor, council, officers, agents, employees and volunteers. D6 18435.24 -~24- BU:wrn Page 2 of section 9 ~ Insurance All policies shall..contain the followin endorsements; g An endorsement providing the City with .ten (10~ da s written notice of y cancellation or material change in policy language or terms. - If any part of the work under this a reem~ent is sublet similar 9 insurance sha11 be provided by or on behalf of the subcontractors to cover their operations. The :insurance required under this. a ee~ent shall be maintained u ti _ n 1 all-,work required to be performed under he terms of this agreement. is satisfactorily completed as evidenced by formal acceptance by the ~it~. The Contractor shall furnish the Cit Risk Mana er and the Public y g works Department -with a certa.ficate of insurance. signed by an agent of the- nsurer evdencingthe insurance required under this a ree~ent, g ~1~. costs of insurance requ~.red, under. this agreement shall be included . 1n the contractor's bid, :and no additional allowance will be made ' for. addit~or~al costs which. may be required by extension of the insurance licies. D6 18435.25 _25.. BU.wrn SECTIC}N 1Q. QUANTITIES. n The following.. prelimnary~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 wllcorrespc~nd therewith, but reserves the right to increase or decrease the amount of any class or portion o the work. or to omit portions of the work that may be deemed necessary or expedi- _ . ent by the Engineer. ENGINEER'S EaTIMATE ~ QUANTITY. UNIT DESCRLPTION 1 314 ~ LF 6" to 8" Curb & Gutter 2 9Q ~ 6~~ ~ ~~B~~ Curb & Gutter 3 4 EA Handicap R~~mp ~ base A } 4 2 EA . ~ Handicap R~~mp ~ Case C-1 } 5 1 EA l commercial Driveway 6 2890 ~Q. FT. Sidewalk 7 245 LF 8,~ curb 8 1 EA Crossgut~er t4' wide} 9 195 "L~' Undersidewalk Drain 10 1 EA Fire Hydrant Relocation _ 11 - 2.60 . ToN Asphalt Concrete T~~pe 12 540 TGN aggregate .Base Class.Il ~.3 402 LF 21" Diameter RCP Class III l~ 20 LF 18".::Diameter RCP Class III 15 ~ 2 EA Manhole _ 16 1 ~ ~~~t~ Catch Basin.. _ 'fie 17 - 1` IS signals and Lighting location 1 18 1 [ hS Signals and Lighting location 2 19 1 hS Signals and fighting Location 3 20 395 CY ~ Roadway excavation {Final Pay}J _ D6; 18435126 -26- BU:wrn SECTION 11. MATERT~~LS The Contractor shall furnish, faruse under these special rovisions p , allmater~.als required to complete the attached Contraot, except those materials ..provided by the City where specified in these special provisions. SECTION 12 DESCRIPTION. OF WgRK The general description of work is as follows: "L" STREET STORM DRAIN, "K" STREET RECaNSTRUCTION AND SIGNAL IMPROVEMENTS AT K , L , 17TE AND.I8TH STREET Said work... is shown and detailed on a plan entitled: "L" STREET STORM DRAIN, RECON5TRUCTION of "K" STREET INCLUDING A.C. PAVING CtJRD_ AND GUTTER, SIDEWALK AND- SIGNAL IMP~OVF~IENTS AT "K" , "L" , 17TH AND 18TH STREETS . - D6' 18435.27 - -27- BU swrn SECTION l3. GENE~~AL PROVISIONS. {a} .PUBLIC SAFETY ,AND PRESERVATION OF PRaPE~TY. Attention is directed to Section 7 of the Standard Specifications. The Contractor shall comely with the provisions of this section, except as otherwise directed by the Engineer. Such provisions for puhl-ic safety shall meet the minimum requirements and shall be subject to the .approval of the City Engineer. ,Full compensation for complying with the. requirements-of this section shall be considered as included in the contract prices paid for the various items of work and no additional compensation will be allowed-therefor, {b~ OBSTR~JC'I~S. Attention is directed to Section 8-1.10, "Utility and Non--Highway Facilities," of the Standard Specifications, the plans, and the _ special provisions. Where extra work ~is required by said section it shall be paid. for as provided in Section 7.{a~ of these specifications. The Contractor will be required to work around public utility facilities and other improvements that are to remain in place within the construction arQa or that. are to be relocated and relocation operations havenot been completed. In .accordance with the provisions of Section 7-1,.11, "Preseraation of Property, " :and 7-1.12, "Responsibility for D~rnage " of the Standard Specifications, the Contractor w-ill be liable to owners of such facilities and improve~ents for any damage or interference. with service resu3aing from conducting his operations. The exact location of underground facilities and improvements wi hin-the con- structon area shwa be ascertained by the contractor before using equipment that may- damage. such -facilities or interfere with. the services:, Other forces may b~ engaged in moving or removing utility facilities or .other improvements cr maintaining ervices or utilities. The contractor shall cooperate waah 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 Contractpr due to utility relocation whether or .not the utility is shown or correctly located on ,the plans-wili;not be compensated for as idle time. However, additional contract ti~ne~ con~nensurate with such delays may be allowed. At locat~.ons there irrigation systems exist.,, the Engineer will direct the Contractor as to what steps will be required to protect the..,irrigation sys~ tam and the area it serves. The Contractor shall replace ,the irrigation system as directed by the Engineer,. Existing land subdivision monuments. and stakes shall be fully protected from damage or displacement and they shall not be disturbed unless directed by the Engineer. Attention is directed to the fact that nuisance water. may. be present at all times along. theproject. It ~ri11 be the responsibility of the .Contractor to provide for handling of said water and any expsnse rwolved shall be considered as included in the prices paid for. he varou items ofworkandno 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 compensationwlll be made therefor, D6; 18435.28. --28- BU;wrn tc ~ ~+iISSI0~1~ IN SPECIFICATIONS Ate DRAwIi~GS~ Any materials or work mentioned in the specifications- and. not shown on the drawings or shown on the drawings and not mentioned in tlhe 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 sha1.I be furnished - - or performed as if fully shown or described in the drawings or specifications. ~d~ MATERIALS. whenever any~materal is specified by name and number - thersof , -such sped cations shall be deemed to be used for the purpose of f aci~- hating description of the materials and establishing quality, ,and shall be - deemed and construed-to be followed by the words "or approved equal". No sub- stituton will be permi ted other, than as de crbed herein unless authorized by the Engineer before the bids are opened. All materials shall be new and the - best of their class and kind. (e ~ ADJtJSTl~NT of Ovl ;BREAD CATS. 'The provisions of Section 9-1. Q8 of the Standard Specifications shall not apply to final cost of this contract and no final adjustment for overhead costs will ba made. - ~ - (f} DUST Co~L. It shall be the Contractor's responsibility to pre- vent a dust nuisance from originating from the site of the. work as a result of his operations-during the effective period.. of this contract.. Preventative mass-- - ~ures to be taken by the Contractor shall include but shall not be limited to the following: 1. Water..shall:be applied to all: unpaved areas as required to prevent the surface from becoming dry enough to permit dint. formation. 2. Paved surfaces over whch..vehicular traffic is per~itted to travel shall be kept free of dirt. - Temporary suspension of the work, sither as a result of order by the Engineer, or as a result of conditions beyond the control. of :the Contractor shall not relieve the Contractor frcxn his .responsibility for dust control as set forth herein. Fu11 compensation for can~ormng to the requirements of this article shall be considered as included ire the. prices paid for the various contract items of work and no additional crampensaton,will be allowed therefor a - ~g} ~►TERING. Furnishing and applying dater shall confo~rn to the pro- visions of Section 17 of the Standard Specifications, except that full comp~nsa~- ton therefor shall be considered as included in the prices paid for the l various contract items and- no separate payment will be made therefor. ~h) LABOR ~LASSIFICATi~N. No contractor employee shall be allowed to perform work outside his or her prevailing wage trade classification as defined by the California department of industrial Relations. D6: 18435.29 ~ -29- SU:wrn - SECTI~I L4. SPACIAL PROVISIONS (a) MAINTAINING ~FIC. Attention is directed to Sections 7-1.08, "Public Convenience," 7-1.09 nPublic Safety," and 12, "Construction Area Traffic Control Devices," of the Standard Specifications and these special provisions. .Nothing in these special provisions shall be construed as relieving the Contractor from, his responsibility as provided in_sand Section 7-1..09. The fourteenth, fifteenth, sixteenth, and nineteenth paragraphs of Section 7-1.08, "Public Convenience," of the Standard Specifications; shall be amended to read as follows: Upon completion of rough grading at the grading plane, or placing any subsequent layer thereon, the surface of the roadbed shall be .brought to and.. maintained at a smooth, even condition, free of humps and depressions,. sati fac- tpry for the use of public traffic. After the surface of .the roadbed has been brought to a smooth, even condition for the passage of public traffic as above provided, any work ordered by the-Engineer (in addition to maintaining a smooth, even condition as above provided for acc~xnnodaton of public traffic prior to c~ncing subgrade oper- atons will be paid.. for as extra world as provided in Section 4~-1.03D, of .the Standard Spec~f catons. After subgrade preparation for a specified layer of material has been completed, the Contractor shall, at his own expense, :repair any damage to the roadbed or completed subgrade, including damage caused by his operations or use by public tra~f ic. - Except. during periods of .road closure, when allowed by these special provisions, a minirrnu~ o~ one traffic lane., not less than twelve feet in width,. shall be open for use by public traffic where construction operations are act- ve y in progress. inhere 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 or reshaping of subgrade necessary for;the acoomodation of public traffic thereon during.subgrade preparation end paving operations. In order to expedite the passage of public traffic through or around the werk and -where ordered by the engineer, the, Contractor hall, at his c ~ - _ expense, furnish, install, and maintain construction area signs, lights, flares, temporary railing (~~s K~, barricades, and other facilities for the sole con- venience and directaion of public traffic. Also, where directed by the Engineer, the Contractor shall furnish competent flagmen::whose sole duties shall consist of directing the movement of public traffic through or around the work. The signs "Road Construction Ahead," No. C-18 and "Er~d Construction," No. C-1~, 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. At location where public traffic is being routed over a surface. upon _ whcha seal coat ~ to be applied the seal coat shall not be .applied ~o more, than one-half the Width of the traveled way at a time,..and. the remaining width . _ shall be kept .free- of obstructions and open for use by public traffic until .the seal coat first applied is ready for use by traffic. At the direction of the- Engineer, or at Contractor's option, sand may be spread over newlyapp~.ied seal coat surf aces. D6 18435,30 -30- BU:wrn Whenever traffic lanes are to be closed to public traffic, the Contractor shall close lanes as shown in the current Manual of Traffic Controls and as directed by the Engineer. The. first paragraph in Section 12--2.:02, "Flagging Costs, " of the Standard Specifications, is amended to read: The cost of furnishing all flagmen, including .transporting flagmen, to provide for passage of public traffs through the work under, the provisions in Sections 7-1.08, "Public .Convenience.," and 7-1.09, "Public Safety," will be -borne by the Contractor. ,The costs of planing and moving flagging signs .and the cost of providing stands or towers for use of flagmen shall be considered as part of the .cost of .furnishing flagmen. The fourth paragraph in Section 12-3.04, "Portable delineators," of .the Standard Specifications is amended to read: A ~ni~aum of ..two reflective bands, each note less than 3 inches-.wide, shall be...mounted at .east 1-1/2 inches apart and at aheight on the. post so that one reflective band .will be between 2.5 feet and 3 feet above the roadway surface. The second paragraph in Section 12--3.06, "Construction Area Signs," of - the Standard Specifications, is amended to read: Construction area signs shall be installed as designated in the spe- cial provisions as directed by the Engineer. Section 12-3.08, "Temporary Railing ~T~~rpe K}", o~ the standard specificat-ionsie amended by adding tho following after the 13th. paragraph: Each rail unit placed within l0 feet of a traffic lane shall have a Contractor-furnished ref ectve marker installed thereon as. directed by the Eng~.neer, The Contractor shall also ~.netall a ~~pe ~ ~ta~ker at each end of K railing installed adjacent to a two way highway -and at the end of railing facing traffic when installed adjacent to a . one waY roadway. The Contractor shall keep the Bakersfield Fire Departn~nt informed at alb. mes as to the exact location and progress of the work and shall notify them i~iediately of any streets impassable for fire fighting equipment. The full width of, the traveled wad shall be open for use by public traffic on Saturdays, Sundays and designated legal holidays, before 8:3~ A.M. and after 4 C~0 P.~I L on weekdays, and when construction operations are not act- vely in progress. Designated legal holidays are: January let, the third Monday in February', the last -Monday in Mai, July ..4th, ,the first Monday in September, November ~.lth, Thanksgiving`Day, and December 25th. When a designated legal holiday falls on a 'Sunday, the follo~~ng Monda~r sha l be ~ designated .legal holiday. y~hen November 11th falls on a Saturday, the preceding .Friday s~.all be a designated legal-.holiday.. D6; 18435.31 -31- ~ B~1:wrn Personal ~rehicles of the Contractor's employees shall not be parked on the roadway at any time, including any section closed to public traffic.. When entering or leaving roadways carrying public .traffic, the Contractor's equipment, whether empty or loaded, shall in all cases yield to public traffic. The provisions in this section may be modified or altered if, in the opinion of-the Engineer, public traffic will be better served and work e dited. said modifications or alterations shall not be adopted until approved in - writing by the Engineer. Temporary suspension of the work,, either as a.result of order b the Y Engineer, or as a.result-of conditions beyond the. control-of the ~ontraetar shall _ not relieve the Contractor from his responsibility for traffic control as set forth herein. 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. ~ b ~ E~~ISZ'ING .HIGHWAY FACILITIES. The work rf ormed in connection - • .with vara.ous exlsting faca.la.ties shall conform to the provls~.ons In section 15, "Exsting..Hghway Facilities," of the standard 5 cifications and._these s cal - Pe Ae provisions. Existing highway signs and street markers shall remain the ro rt _of p ~ y the City of Bakersfield. such.: signs -.and street :markers shall be `relocated and- ma ntained during construction so as to convey the same intent that existed prior to construction. - Existing City highway signs and street markers shall.. be laced .in their ~ ~ p permanent poslt~.on _by the Contractor s forces prior to completion of construction. Signs.: removed fraim the project area shall be delivered to the City Corp©~ation Yard at :4101 Truxtun Avenue. Full compensation for conforming to the re rements of the two re- p ceedrng paragraphs shah be considered as -~.ncluded ~.n the pra.ces pa~.d for the various :items of work.: and no additional allawance will be jade therefor. D6: x.8435.3 2 -3 2- BU:wrn (c~ CLEARING AND GRUBBING, Clearing and grubbing shall conform to the provisions in Section 1~, "Clearing and Grubbing," of the Standard Specifications and these special provisions. Clearing and grubbing shall be limited to those areas actually affected by the planned construction as directed by Engineer. MEASU~I~~MENT AND PAYMENT. Furnishing all labor, materials, tools and equipment for clearing and grubbing shall be considered as included in the prices paid for the various items of work, and no separate payment will be made therefor. (d) ~ARTH~RK. Earthwork shall conform to the provisions in Section I9, "Earthwork," of the Standard Specifications and these special provisions, Section-4-1.05, "Use of Materials Found on the Work," of the :Standard Specifications shall be amended to read as follows: Unless designated as selected material as provided in Section 19-2,07, "Selected Material," the Contractor, with the. approval of the ..Engineer, mad use in the-proposed construct-ion such stone, gravel, sand or other material suitable in the opinion of the Engineer as mad - be found. in excavation. The Contractor will-be .paid for the excava- tion of .such materials at the contract price for such excavation, but. he shall replace at his expense with other suitable r~at~rial all cif that .portion of the material so removed and used which was.conte~- .plated for use in the work. The Contractor shall not e~ca~rate or remove any material from within the highway location that is not within the excavation, as indicated by the slope. and grade likes, without written authorization from the engineer. It is anticipated that there wi~a be 2,90 cubic yards of surplus material which hall become the property of the Contractor. and shall be-disposed of outside of the high~ray night of way in accordance with. the, provisions of Section 7~-1.13:, "Disposal of Material Outside the H-ghway Right of way,'° of the Standard Specif cations. Then asphalt concrete is to be placed on the grading plane, the grad-- ingplane at any point shall not vary by more than 0.0.5-Foot above or below the . grade establfished by the Engineer. - Section i9-3.062, ".Slurry Cement Backfill," of the Standard Specifications is deleted and shall not apply to this contract. the relative compaction limits specified in the second paragraph o~ - Section 19-5.03 "Relative Compaction (95 Percent," of the Standard - Specifications are amended -to the limits shown on the plans and typical cross- - sertions and shall be determined by: ASTM D1557-70 Method "C" Standard Test Method for Moisture-Density Relations of Soils using-10 lb. X4,5 Kg) ramrner and , 1~3" (457mm)`drop, Calif.. Test Methods 216 or 231. The subgrade must be smooth, uniform and true to the required grade.. I~6: 18435.33 -33~- BU:wrn The estimated quantity of roadway excavation required for the work described in these special provisions and shown on the plans shall be the final quantity far which payment will be made unless the dimensions of the, work as shown on the plans are revised by the Engineer. If the limits or the dimensions of the work. are revised,, .and such revisions result in an increase or decrease in the quantities of roadway excavation, the final quantity for payment will be revised in. the amount. represented. by the change in dimensions or limits, The estimated quantity of roadway excavation required to complete the work shall be cons-dered as approximate only and no guarantee is made that the .quantity which can be determined by computations based on the details and dimensions shown on the .plans will equal the estimated quantity. No allowance will be made in-the event that the quantity based on these computations or the quantity actually required to be excavated to complete the work do not equal the estimated quan- tity,-except as indicated.~above in the case of revi~ions ordered by the Engineer. 4 Vie} A~PHALTZC PAINT BINDER. Asphaltic-paint binder shall be asphaltic emulsion and shall be furnished and applied as set-forth in Section.. 39-4 of the .Standard Specifications and at the rate-of 0.05 gallons.per.~square .yard of surface covered, Furnishing ail labor, materials, tools and equipment for applying asphaltic paint binder shall be considered. as included. in the contract price paid per. ton far Asphalt Concrete T~~pe "L" and no additional com- pensatian will be allowed therefor. Q f) AGc~RE~ATE BASE. Aggregate base. sha~,l be class 2 and .shall con- farnn to the provisions in Section 26, "Aggregate Bases,": of the Standard Specifications and these special provisions. Aggregate for class 2 aggregate base shall be clean and free f ran veg- etable matter and other deleterious substances. Compact the aggregate base to 95~ relative..compaction. compaction is determined by the fo3lowng test mothods: California No, 216, California No. 23~., Qr ASTM D15~7-70, Method C. Forverifica ion purposes, the tannage of compacted aggregate base will be calculated from the dim~r~sons shown on the plans, adjusted by the ..amount of any change ordered by the Engineer, ~JALSUR~~MENT AND PAXMEN~'; Submit a ~leighm,~ster's su~r~ma~ sheet, shave- ing the tonnage of aggregate base delivered to the. job: each day, to the inspec- -~toron the following work day1. No allowance will be made for aggregate base placed in excess of the dn~nsions shown on the plans unh~ss directsd by the Engineer. Aggregate: base shall bs paid Lor of the contract uni prce~per ton. y laid price includes full compensation far furnishing a1,1 labor, materials, tools., and equipment and for doing all work :involved in constructing the aggre- gate base c~nplete in place, as shown on the -plans and specified-herein. D6: 18435.34 -34- BU:~,arn fig} ASPHALT REJUVENATING AGENT (CONSTRUCTION SEAL}. Asphalt rejuvenating agent, when. required by the Engineer, shall be applied to new asphalt concrete pavement in accordance with the provisions for fog seal coat in Section 37 of the Standard Specifications-and these special provisions, The asphalt rejuve:Hating agent shall be composed of a petroleum resin oil base uniformly emulsified with water and shall conform to the following requirements . TEST TEST METHQD REQUrREMENTS Viscosity, 77° F. AASHTO T 59 15-40 SFS Residue No. Calif. 351 6d° min. Tests on Residue ~Tiscost~r, 1.40° F. AASHT{~ T. ~Ol 100-2Qfl cSt Asphaltenes No. Calif..352 4.75 max. Miscibility Test AASHTO T 5~ No.coagulaton Sieve Test ~ AASH'I'o T 59 ~ 0.1.0 max. Particle Charge Test. AASHTO T 59 positive . * Test procedure: AASHTQ T 59 to be modified by ...using 0.02 normal calcium chloride solution iri place of distilled waterl Test procedures AAEHTO T 59 to be modified b~ using distilled water in place ~f 2 percent sodium oleate solution. - Before spreading, water shall be added to, and m~,xed with, the asphalt. rejuvenating agentat the approximate rate of...:onepart;water, by volume to 2 its re 'uvenatin a er~t. The combined mixture of as halt re 'uvenatn a ent .9 g P 3 g ~ and water shall be spread at the rate of - 0.0 5 .gallon per square . ~rard of surface covered. . At locations where public traffic is being routed over a surface upon - which areal coati to be applied, tie seal coat. shall not be applied to mote than one-half of the width of the traveled way n~each direction at a time, and the remaining wdth,shal,l be kept free o~ obs~ructons.and open for use bypub-- tic traffic until the seal,.coat:frst applied is ready for use by. traffic. Sand shall be spread over newly applied seal coat surfaces, to reduce. he hazard of vehicles skidding. After the rejuvenating agent has penetrated -sufficiently so as to no` longer present a haza~dto the traveling public, loose sand shall-b~ went up and removed from the traveled way and gutters. M] ASUREMEN'~~ AND PAY.MEN`~ -Furnishing all labor, materials, tools and _ equipment for placing asphalt rejuvenating agent shall be considered as included in the prices paid for the various items of work and no seperate pant will be made therefore. D6 18435.3 -35- BU:wrn (h) ASPIT CONCRETE. Asphalt concrete shall be B and shall conform to the provisions in Section 39, "Asphalt Concrete " of the Stan . , dard Specifications and these special provisions. Aggregate for the top layer of '~~pe B as halt concrete shall p conform to the requiren~nts for 1/2 inch maximum, medium grading and a e ale for an lo~rer 1a ers of Bash 1 g~ g y . Y ~ p a t concrete shall conform to the requirements .fore 3/4 inch maximum, medium grading, both as specified in Section 3~-2.02 "A e-.ate" of the Standard S cif ications. ' g~ 9 ' When directed by the Engineer, a e ate conformin to - g~ 9 g any of the .grading requirements in Section 39-2.02, "Aggregate," of the Standard Specifications shall be used to surface intersections: to . where ~ , pers, and other areas .thin layers of asphalt concrete are be~.ng constructed. - If the finished .surface of the. as halt concrete d - A oes not meet. the spe cif ied surface tolerances, it shall be brought within tolerance b either abrasive r ~ ~ y ~1} g nding wa.th equa.pment utilizing diamond :blades (with fog seal coat on .the areas which have.:been ground, (2} removal and re lacement or 3 ' p ~ (}placing an ove-clay. of asphalt concrete. The method will be selectedb the En ineer. The corrective work shall be a Y g t the Contractor's expense. If used., the Fog .Seal. Coat shall be either Asphalt ~eju enatng A nt or As haltic Emulsion ~ p as directed by the Engineer. If abrasive grinding is used to brin the fin-shed ~ " f ied g s rf ace to sped.- surface tolerances:, additional grinding shall be rformed as necessa to extend the area rou ~ g nd ~.n each...lateral direction so that- the .lateral limits..of grinding are at a constant offset from and.:arall 1 t . p e o the.. nearest lane line or pavement edge, and ineach.longtudnal direction so .that the rindin be ins 9 g g an ends at lines normal to the pavement centerline,.. within an ound area.; Y All ground areas shall be neat rectangular areas of uniform surface a arance. p~ Abrasive grinding shall conform to the re irements in th ' e first paragraph and the last ~ paragraphs in Section 42--2102, "Construction," of the Standard Specifications. :Where the compacted thickness is 0.15 foot or less h alfwidth surf ac- ing operatlons_shall be conducted in such a mann er that, at the end of each day's: work, the distance between the ends ~of ad'acent ~ surfaced lanes. shall. not be greater than. can be completed in he following day of normal surfaca.n o ra-- - tions, Additional as halt concrete sh g p all be placed along the transverse edge at the ends of each lane, hand raked, and compacted to form to ra confarmso Kraft a r or other a r- ,p ~ ► pp oved bond breaker.., may ~e placed under the..conforms to facilitate. the removal of the conforms:.whenpavingo rations resume. D6: 184.35..36 _36_ St~.wrn where the compacted thickness is more than 0.15 foot, the Contractor shall schedule his paving operations such that. each layer of asphalt concrete is placed on all contiguous lanes ~f a traveled way each work shift. At the end of each work shift, the distance between,theends of the layers of asphalt concrete on adjacent lanes, shall not be greater than l0 feet. Additional asphalt con- Crete shall be placed along the transverse edge at the ends of each lane and along the exposed longitudinal edges between adjacent lanes, hand raked, and compacted to form temporary conforms. ~ra~t: paper, or other approvBd bond breaker, may be placed. under the conform f Bathers to f ac i tote the rem©val of the feathers when paving operations resume.. The area.. to which paint binder has been applied shall be closed to public traffic. Care shall be taken to avoid tracking binder material onto existing pavement surfaces beyond the limits of construction. A prime coat will not be required on subgrade prior to placement of asphalt concrete.. Intersections and tapered shoulders shall be surfaced as directed by the Engineer. At road connections-and private drives, shown.. on the. plans and as directed by the Engineer, additional asphalt concrete surfacing material shall be placed and hand raked,.. if necessary, and compacted to f orr~ smooth, tapered connections. V~here new asphalt..concrete pavement is to conform to existing paved surfaces, the ex ting pavement shall be saw cut. _ D6 18435.37 ~-37- BU:wrn . • (i~ ~IISCEL~LANEOUS CONCRETE CONSTRUCTION. Portland. cement concrete curbs, sidewalks, wheelchair ramps, cross drains, drive approaches, driveways and rnisce~.laneous construction shall conform to the provisions in Section 73, "CQncrete Curbs and Sidewalk:," of the Standard Specifications and these special. provisions. 6" to 8" curb and gutter shall conform to city s andard S-1. 6" type "B" curb and gutter shall conform to c-ity standard 5-1. I~andicap ramps shall. conform to city standard s-41. - ccx~nercial driveway shall conform to city standard S--~. Sidewalk shall conform to City Standards 5-3.~ 8" curb shall conf o~n to ;the plans. Cross gutter shall conform to .City Standards,S-17. Undersdewalk drain shall conform to the plans. N~~AS(~E~'~MENT .AND PAYMENT.. 6" to curb and ;gutter will be measured -and paid for per linear foot. 6" T~~pe curb and cutter will be measured and paid for per Linear foot. Handicap ramps will be measured and. paid for each.. Conmte~cial driveway will be r~:asured ...and paid fore each... Sidewalk wild. ~e measured-.and paid for per square foot. 8" curb will be measured and paid for par linear foot dross gutter will be measured and paid for per l ,near foot..: The above prices shall include full compensation for furnishing all labor, materials, tools and equipment and for doing all the work involved in construction of miscellaneous concrete in ~laCe including but note limited to excavation and backfill, D6: 18435.38 -38- BU:wrn ~j) CONCRETE STRUCTURES. Portland cement. concrete structures shall conform to the provisions in Section 51, "Concrete Structures," of the Standard Specifications and these special provisions. Concrete shall be Class A six sack) as designated in Section 90, "Portland Cement Concrete," of the Standard Specifications and shall conform to the requirements of that section.. 1. Reinforcement. Bar reinforcing steel shall conform tot he provi-- sions in Section 52, "Reinforcement," of the Standard Specifications, the plans, and these special provisions. 2. Manhole. ~ "A manholes shall be constructed in conformance to City Standards,,S-7 and S-8. 3. Catch Basin. T~~pe A catch basins shall be constructed in conformance to City Standards S-12 and 5--14. i~~ASUIE~,MENT AND PAYMENT. Installing ~ ~~A„ catch. basins, and ~~pe "A" r~anholes will be paid for at the .contract unit price each, which price shall include full compensation for structure excavation and backfll, for. furnishing . and placing bar reinforcing steel, concrete, frames and covers, miscellaneous steel, and other items necessary to construct the structure complete in place as shown~on the plans, as specified and detailed in the Standard Sp~cfi~ations..and these special .provisions. -(k} REINFORCED CONCRETE PIPE. Reinforced concreto pipe shall conform to the ~ r. ovsions in .Section 65 nReinf or-ced Concrete Pi " p pe, of-.the Standard Specifications and these special provisions. Except as otherwisedesgnated by classification on the plans or in the .specifications, joints .for culvert and drainage pipes shall conform to the . plans or specifications for. standard joints. Hydrostatic tests specified by .Section 65--1.08 "haying Siphon and Pressure Pipe," of the Standard Specifications will ..not be required. Reinforced concrete pipe shal hays rubber gasketed joints conforming - ~o Section 65-1.O~B; "Rubber Gasketed Uoints," of the Standard Specifications. there Class IIT, reinforced concrete pipe is required, the Contractor may, at-his option, use Class III asbestos cement..pipe conforming. to the requirements of Section 64, "Asbestos Cement Pipe," of the Standard Specifications. Class III, .Asbestos:.cement pipe shahfhave couplings of the same corn- position as the pipe. (1) FIRS HYDRANT. Fire hydrant shall be removed and relocated per California Water Service Company and City of Bakersfield Fire `Department requirements. . Fire hydrant shall be measured. and paid for at the contract unit price each which price shall .include full compensation for all materials, tools, labor and equipment to ,install the fire .hydrant. complete in place, including but not limited to the removal of the existing fire hydrant and any required testing. D6; 18435.39 -39- BU;wrn SECTION 15. SPECIAL PROVISIONS - ~FIC SIGI~~LS AND STREET LIGHTING ~a} DESCRIPTION. .Furnishing, installing and modif in traffic s Y g g nals and highway .lighting and payment therefor shall conform to the provisions in Section 8~, "Signals and. Lighting", of the Standard Specifications and these ..special provisions.. Traffic signal work is to be performed at the followin locations: . g - INTERSECTIONS OF LOC. 1. 1$th Street and "L" Street LOC. 2. 17th Street. and "L~" Street LOC. 3. 18th Street and "K" Street (b} REMOVING AND REPLACING IMPROViNTS. Removn and ru lacin g p 9 improvements shall conform to the provisions in Section 86-2.:02, "Removing-and Replacing Improvements," of the Standard Specifications and theses cial Ae provisions. ~c} FOUNDATIONS. Foundations shall conform to the revisions in Section 8G-2.43,- Foundations, of the Standard Speciflcat3.ons and these special provisions. The Contractor shall furnish the anchor. bolts,. nuts and washers. to be used for new foundations. and shall ~furr~~ah the appropriate nuts and washers- for existing foundations to be reused, Portland cement concrete.,.:sha~.l conform to section 90-1fl, "Minor Concrete," of the Standard Specficatons..and shall contain not less than 470 pounds of cement per cubic hard, except for pile foundations shall contain not Less: than 564 pounds o~ cement. per cubic yard. ~d} CONDUIT. Conduit shall conform to the provisions in Section 86-2,05, "Conduit.,." of the Standard Specifications and .these special provisions. Insulated bonding bushings w l be requited on metal conduit, (e} PULL BOXES. Pull bnxes shall conform to the revisions in p Suction 86-2.Q6, "Pull Boxes," of the S andard Specifications and these special provls~ons. Recesses for suspension of ballasts will not. be required. (f } CONDUCTORS AND SIRING. Conductors and whin shall conform to the r g p ovlsions ~n Szctlon 86--2.08, "Conduc ors," and Section 8~-2.09, "Wiring," of the Standard Specifications and these special provisions. D6: 154.35,40 -40- BU:wrn (g} BONDING AND GROUNDING. Banding and grounding shall conform to the provisions in section 8b-2.10 "Bonding and Grounding," of the Standard Specifications and these special provisions. (h} SE~vICE. Service shall conform to the provisions in Section 86-2.11, "service," of the Standard Specifications and-these special provisions. . (i} TESTING. Testing ,shall conform to the provisions in Section .8b-2.14, "Testing," of the Standard Specifications and these special provisions. - j } SZG~3AL FACES AND SZG~~IAL HEAI)6. Signal faces, signal ..heads and auxiliary equipment, as shown on the plans, and the installation thereof, shall conform to the prowisions in Section 86-4.01, "vehicle Signal Faces," 8~-4.02, "Directional Louvers," 8b--4.03, "Bacl~plates" and 8b-4,Ob, "Signal Mounting _ Assemblies," of the Standard Specifications and these special--provisions. Housing, visors, directional louvers and backplates shall not be structural plastic. All lamps far traffic signal units shall be furnished ~ the Contractor. All signal faces shall be provided with 12-inch sections. (k} PEDESTRt.~N SIGI~~LS:. Pedestrian signals shall conform to the provisions in Section 8b-4.05, "Pedestrian Signal Faces," of the Standard Spe~cif ic~t-ions and these special provisions. Pedestrian signals shall be T~~pe C, end shall have energy efficient heads equivalent to Indicator Controls Corporation Model. 4494. (1} LUMINAIRES, Luminaires shall conform to the provisions in Section 8b-b.al, "High. Intensity-Discharge Luminaires," of the Standard Specifications and these special provisions. Luminaires shall be furnished with 200-watt,, high: pressure. sodium lamps .and integral ballasts. (m} PHOTOELECTRIC CONTROLS. Photoelectric controls shall conform to - the provisions in Section 8b-6.0~, "Photoelectric Controls", of~the Standard Specifications and :.these special provisions. Each lumina.ire shall be provided with a T~,~pe Iv photoelectrical control. (n} CGNTRnLLERS,~ CABINETS At~D-AUXILIARY EQUIPMENT.- The City will furnish the contoller and cabnot assembly fore each, location.. - - BJDmro (o} PAYMENT. Payment. for signals and lighting shall conform to the provisions in Section 86-8, "Payment", of the Standard Specifications and these. special provisions. _ Full compensation far 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 r~o separate payment. will be made therefor. Db: 18435.41 -41- BU:wrn (p) FUNCTION .TESTING:. All function test shall be according to Section 86--2.14 C of Standard ~pecif icaton and following paragraph: "Functional test period is included in the number of working days to complete the project" as described in PROGRESS OF THE WORK AND T:CME .FOR-COMPLETION of this specification. SECTION 16. SPECIAL PROVISIONS -SIGNS ~a) STREET ~ SIC~1S. Street name signs shall conform to the provisions in Section 5b-2, "Roadside Signs," of the Standard Specifications and these.,specal provisions. Sign panels *~aill be furnished and installed by the City. Mast-arm hangers. will be furnished. and installed by the City. Street Name Signs will be installed by mast-arm hanger methods such as Hawl~ins MlOJ Series swinging sign bracket, with return spring removed, or .acceptable equal. Miscellaneous Roadside .Signs shall .conform to City. Standard TS-4. fib) REMOTE SIGNS. Signs designated to be removed and salvaged shall. be delivered to the Gity Corporation hard, Sign Shop.,. 4101.Truxtun Avenue, Bakersfield, California. PAXN~ENT Payment for removal.. and.: salvage of designated signs shall be eonsdere~d as park of the contract lump .sum payment for installing traffic signal system and no sepaL~ate payn~nt will be ..made therefor, SECTION l7. SPECIAL PROVISIC~IS -GUARANTEE FOR ~FIC I. .SIGNAL AND STREET LIGHTING SYST .EMS..... (a~ GU~R~~ITEE The Contractor shall furnish a written guarantee to the City on the firm attach~e~, guaranteeing all systems, except traffic ignal lamp ,installed under this contract for a pear%od of one ~ 1 ~ year from the date of aeceptar~ce of the work A -.The +~uarantee, properly executed,: shall be ~ i led _ _ with the City before notice of cornplation and final acceptance- ~ made by the City: of the work described on the plans and these special provisions. (b) PAYMENT. "Che lump stem prices paid for installation of traffic signal. and street lighting systems shall include full~compensaton for. furnish- ing the guarantee as required in this section. D6L 18435.42 --42- BU:wrn ~ f 'mot. _"...24 " " w " 6 -~---------c'4 .y rats ^~t " Zf I1 ,,t. f 6 s j {1 r • • r l~ yR~ f r T rt 1(,f , ,t , , , , o r t rp t , ~ ~ , , + ,s ~ r O w f l~ti~ i_Kt ~f~~t. r ''/I~ C,J k•' i• tom,', t A~~.rr~• ► M .ir ►•Y S' fy. •.M"„~~ ~`'l~tl 'J• ,t, o~, - / ^ ~ •~,O •I, ~ R. ~4. 'Mr ~ by ~ . ~r'S = a. .t~ ift t t. t+: rMr.••r t ••w ..•J... •.r,' • '•~1 • ~ t . 14 r t 4~~~.•• ' i • 6. :•t 5„•:•,~~ ` 1., ~ a " ~Si'.~'r.is :F~ .wt~.~ • t R.~w • r ~ ~ t.~ t•• r M M .~jj► ,~r •~,qt'r~~:.. ~ '.t • t.. •,~r.•~ t ~•.st' ~~(L~~;•t.: t~ j. t ~N. •:';ti ~•~a: 'S f.t: iF,;•„•. :%w !•7]~y t • w t~4 rY4. •%tyrS tN .r,:,; ;:..,.Y..: ~ '•lj.+. i' ~ f': ~~i , 1'•.•.•, . 1 ,•O''';. T. r'~ti-:~ .1 ~ 1 •1 M i t to w frtq.^M'vi ~ K'tG~:+ f'r.t•!•. •.tS .rr. S• i ` I/olume = 0.06379 cubic yo~d,per lineol • foot wv/ume = d 05903 cubs fiord per Ilnea! loaf CURE AiVD GUTTER CURE ANO GUTTER TYPE A TYPE "B" • ID"Rod ' . 10 Rod Rte......,,, • t r, ~ .t ' ~ ~ 6 orb" Curb ~ • . , • ~ . t. q, . ' t r~rr X51 • ~t ;y j• ~`t ry~~•\ y V►• a. L....,~_~..~.~. L..:~~.,.~..,_.l volume= 0.0432! cubic yard .per lineol f~f . . ~atume = 0.03487 cubic yord_.per linen foot . CURB AND GUTTER • • TYPE ~~C~~ RflLL-T4P GUTTER • GFNERQG NOTES' All wA►k shown shall conform to the ~ ap licob/e sections of Type "C"-.curb and Butler Js .permitted. a~ly in ~a~'k Home the specr'f,'cotions entitled Standard ~pec~ficaiion, State of Parks Mobile H ~ - ~ ColifQ►nio lkportment of Public l~rxs lJrvJSJan of Highways; ome Subd vs+ons and R S A and 1'he following speaiol pm~isions Residential Suburban Two-.And One-Na/f Acre Minimum . Lot Sirellone. Subgrnde preparation /or .Type.. A; "8," and "C" cubs and • gotten shell be constructed try to grope and cross - ' ~ f emit for curb and utter construction shall a section wifh compaction of 90'9f to 0 depth of ~ 3D; t 9 cc~'r'oorY . below subgrade. • • - oetuo/ wore and may.. be o~bfoined frorrr the AepartnKnl oI Public .Works Concreh► fa curb and gxfter ~holl be Coss "B" l5 sackl • and: shall be within 2 to 5g`stump. ~ Builder for new, remodeled or expanded buildri►gs os set • ~ * Timber !arms shall be surfaced on the side ~ploced next to ~ forth in Chapter 12.40, ,fiction /2.40.OV0 0l the • ~ ' ' • = ; the' concrete end shall not be less than l ~"Thick often " ~ Bakersfield Municrpal Code ShoN provide Concrete ~:urbs being swfoced ~ ' • ~ • . ands; putters bccording ~ this sfaridard drdwing. Sum curbs and gutters Shall be in exiSlMCe Or Aave their Top and face shall be lr6wpkd smooth, then given a fn~ol • . construction gvaron►eed by cosh, cert►'fied check, ar line lxush finish. cd'porate surely bond oppr~d by the ..City Aftar~>~y as o condition to final opa+rawol and occeptonc~ ~ Nk► • • When existing curbs. and golfers ore !o be replaced new bt oonsfruction shall match exJSfing construclian unless Chief Building. Inspector /or occ~rponcy to any bulld'if~g otherwise dr'recled 6y the Engineer, or pro~oerl y, Concre/e shall contain n~o .addifi'ves unless prior goprovol ~7~n carstri~finq new curb-and Qguulhq► the ears~tr'rq p~»tnxnt obtoine. ' . r orn the City Engineer, shall be sowcut o .minimum of Zft from hk lrp of Whrr replacing curb and gut ter the Engineer may Concr~/e shall be cured wiih o whvfe ppn~mer~ted cuing approve sowcr~tting along the !ip o/the ezrslinq ,gutter ~ compound complying to 'section 90-7,q1 E of the 5tonabrd • Spec/fication3. lrl1V Of rep/aCMg a mJnlnrum Of c'f1, of p~ovti+me»t. Existing seCions oI curb: and golfer shall be sowtivl • at the limits of the arro fo be reconstructed. STANDARD ~ lArg ~ • ~ ~ ~ Weakened plane joirrfs 'ot cold jdnts shall b~ ~ A~/c14 !9 wow ~I constructed of l5fl. inte,►vo/s: Expar~s~on joints shall • • . ~vR 8 A ~ d ~ T E ~ ~~lQ ~ • be of each side of slruclurrs and at ends- of p~- ~ • ~rGt f~rr rrDrr ~ rrCrr A M?a~'e curb returns. r r TI'p~ A"curb and golfer is nquireyd in all Strict/s ~r~«r.. where nectssary for droinog~ CITY OF SAKER5FIELD Type 8 curb and ~ulter i3 cequin"d in all streets except w>>e>e Tj,ve r4"or'~ a regvirrdr or permitted. CALIFORNIA ~ ~ ~,r, ~"«~~t ENGiNEERiN6 QEtrAR'T~1ENT Ramps "and- driveway Mail be constructed foil width to 10 feet depth. . See Section A-A anal Notes A 41' liaocirMm f 25~ llfnim~m 10' tsie ~ lr ~ xae ~t ~ ~ centerfhe of ~ ,bn~'n~'t 1 E~c~'°'t fitter x 0+~1 J r Qr~ ~Z Tod d a~ Tq~~~ 1 . Qxb foca " w w r w w ~ r r w w w w. r w w w w ow. r w w r w r r .s ~ s ...r..r .M. w r r r ~ r w r ~ ~ r~~ w r• Gutter 1lo~r me t/7" 6' cr 8' ~ ~ ELEVA`~IaN ~►~~~~~a,~~~a' ~d 1 ~ ;rxh foot ~ I ~ tter Y peara~ce , ~ 1' Qear~ance ~ w~ of ~i~ SECTION A--A AIf worjc shown shdi conform to".the appl'~cable sections... Permit fa dtivewaY construction-shall be obtained of the s~ecificafrons entitled 'Standard Specifrcations, frxn the City .Engineer ;prior to cons#ruction. State of Cdifomia, Department of Transprxtation, Current Edition. Binder, far ".new, remodeled, a .:expanded bi~d'ngs os Where. driveway is to be constructed fat a port ion of set forth in Chapter 1236,: Seotoa 1236 of ~e . sidewdk`.width.: Section A-A~, sidewoik shill: be removed Bakersfield" l~un~c~pd "Cade shell prohde concrete drnrewoY approaches occocd'mg: to this standad on eQC~ side of driveway for ramp constn~ction. Subgrade prebaration shall" be .constructed rtie to ~owmg. Such dnveway.appraaches shell be m ez~stence a hove their construction aranteed b ash grade. and cross section, .with compaction of ~Ox to a 4u Y depth of 0.50 feed ~ certified c~ecic a".corporate surety bond opprov~ed by the" City Attorney as a card#ion to fnd approv+oi Concrete fa driveways shelf be Boss ~5 sack), and and" acceptance by he Chief Binding Inspeata for shill: be within 2 1/2' and 51/Z~ slump, fi aches thidr occupancy to arty bu~d~g ar property. and with sight .broom finish. Expansion jomts~ shell be uistalied as shown. ~ l~az~num driveway d'imensian may be increased to SC feet-fa M-) and ~-2 uses where wfume pf semi All:.existing concrete curb, gutter and sidewa}k, across _ truck dnd trQ~er warrants> upon approvd of the -City. face of any proposed driveway shall be saw cif at f~gneer. right angle to flow hne,_and removed. - Concrete shall be cured with o white pigmented curing Totd maximum dio~►obie driveway wid}h hall not compound complying. to Section g{}-1:Oi B of the exceed 60X of - commercid propec#y frontage. Standard ecification nc ' ik'nreway d'mebsion os defined on plan shall. be the - ~P Comp tcan test.. may be ..required and sh~l be the responsbiity of .the basis.: of such determination. Permsttee / Developer. I ApPiicant. A minimum of ZO feet of ~Ii height curb sh~l separate driveways, a as specifically approved by the City Engineer. Igo ~ ~ ~~taveo eY ~ ooh ~tve ay construction permitted m street arr ~1Np1 ~~~~uAAY ,Q e S~'Ai~1DARD or in alley returns. 6... zaz No onion of the drivewa or.ram. is to be C~~~E~~~~ a~cxm p y P on odpcent property fron"loge without prior ~~I~WA~ oPProvd of the city engineer. an ~ A!I driv~ewoy locations ore subject to opprovd "~01~ by the city Engine. CIT1~ 0~' B~~R~FI~LD C A~FO I~NIA nnr ENgt~RiNG t~'PARILF'a17 E 1 ~ ,Wtokened ••Exponsion Jo' t Plone Dint N.-... .n..o.r.a ' ~ ~ Curb , i. ~ ~ . ► ~ • ~ , . • • GFNERAI. NOTES Al! word shop conlorr» ~ to fhe" opplicob/e sectr'ons . ~ / 5 of the speCifcotions entitled stondord Spec~fr- • • . ~ IS lMox,l cotions, Stote of Colr'fornio, Deportment of Trons- between Joints ~ ~ portotion" and the followin 9 soeciol provisbns. . ' ~ ~ 5ubgrodt prtporotion shot! be consfiucted true c ~ ~ 10 . geode and cross section, with Compoction of stondord Curb Relvrn rod~►s 90x ~ o depth of d 54 Iett. . .0 4 ; . . ~ ~ shot! be Za feet unless Cvn!crcte shv/l be Closs "8" (5 sockl and shc.~l c • v ~ ~ .c otherwise- directod ~ the " • o ~ • . ~ . o ~ har* o slump b~twe~n Z-l/Z and 5•I/Z . Thy k ~ . ~ .City Engineer. s+u►fvice shop be fin►shed to geode and cross W ~ ~ ~ se~clion with o hoot, lrowe%d smooth, and 3 finished wilA o broomo ~ Concretie shot! be ~d witA o whip-pigrrknkd ► curM com aand cram in ro Section 9~-T. t~1B CQII~I81#l~TiQ~I TYPE. ¢ p ~ ' . of Ih~ stondord ,~ecificotiov~s. ' . ~ SiDEYII~LK Weo~erkd Alone l~h shop be instoV/ed of ~S ~bot intervo/s and t~rpansion jams of ~ loot ~ Vor. inte+rvo/s. ~xpons~n points sAoll ar /ocoled of Vor, e~och silo. of o structure and of tAe ends of curb returns. Expansion pint filer .mores! shod consist of *4=6" mininwm in R• I and R-Z tones; preformed strips of o dvroble, rrsilr'errt con~und. 5=6" mininxim in oll otA~r tones and an major city struts; curb. to pro/l Side~oCArs sho/l b+~ stored M o rn~inx►~ depth of ~►'M►'! +rd~/ is Conttrr~rted. l/8" unless oRhuw~ direChd g► tMr Cifj► Engineer. •>~E mar New srd~r+o►iA~ corrttructio►n ~ b~ocJti ~ifA existing siahro~°- s/Moll ~~brm in o'~ner►s~ia► and . ~Gutfery bcotr~n ro rAoa~r ~ Aloe. - Curb fxisl~ s~kwo/A~ shot! br soMC`ul a►~d re~movl~d • • ~ lMox.1 ~ of tAe► first scoring line of or beyond the okened ~ lonr~td int. ' ~ btl~reen Jomfs Ptan~ p l~' ~ • ' Jo~nl' . ~ , A permit for sidewolk construction and recap- • • ~ - ~ ~ ~ ► , struction shop ~be obloined /tom. the beportment . ~ h al Public- Works and shall occompo~► oclual w+Or~, • Jo~nl. , ~ ~ ~ , . ~ ~ • ~ Any. vori©nce in finish, color, or mot~rial from . ~ stondord well require c spec~o! permit from ' ~ • Stns' Ri al-~► LiM•~~' the City Ctx~rxil. i ~ ~ • ; . :r , S/ondbrd Curb RNu►n roa4wo Devio/%ns rrofi tllo comanotida ll►pe srdewwolk,s~h- • ~ o • ~ ► ~ ~ ' ~ ~holl br ~lD feN ur►k~j os `stanaler~ Qr meono~erng /l~e',moy t~s p~,rmitled by o v a ~ ~ ~ ~ • : ' . o1st : dirtclN b~► tAr 1~► ogaropriol~ o~rsrgn pno+►isiats of Chophr /f.~2 ~ , , City. E~~ _ `o/ tAo A~wiv'cr~N ~ , . ' • Cotnbri►~tia► 1ypr Vlx ~ . , ~ ~ ~ Q • ST~►►HD~I~Q `H'YPE s n",,. . stondord ryp~ ~ o ~'o~~v~ K inch er foot 1' I' ~ ~ lr..~..~.... J TYPICAL SECTION 8vilder for new, rernode/ed, or ~xponded buildings as .seta forth r'n Chopter /2. ~4, Section /7, 40.00 of ..n the Bokersfi~/d hlunlcpcl Code sAoll provide ~rQNa~~~ (ktZZ,I~I concrete curbs, gut tars and sidewol~s occording October Z8 „81 " ~ Jo this stondord drowin9• ~ ~ ~ ~ T 1 ~ K K. McOvf/ Such curbs, gut tics and si dewo/ks shop be in exis- ~ ~ a. L Moore truce or hvYE their canstructian guorontetd by ~ - ~'D~Bi'NATIQN l YPE cosh, certifrld check a ccrporote surety ,bond SfiANDARD TYPE wove opprored by the City Attorrky os o condition h► fin.ol approro! and occeptonc+t by1h~ Chie/ iCITY OF BAKERSFIELD ,Building lnsp'ct~or fur otcuponc~► fn tAt building C~,LIFORNi1~ or property ~ - 3 Fa , 1 .n. l7liiiN[~1l1N4 DWPAR. TWiM' ~'M`~~ 1 i ~ wl~we Mcomvng .and owf9orn~ i • ~ stw~s in manhole gory in ~ _ - - sire, errlrnd lower holves r.-... ~ , of sus 8 did insrio~t • ~ ~ I o/ ww!/ or~d shgo~t lhovtsilah ~ ' ° tl~a~! b!lween ends o/ ~ # / ti ~ c Ii ~r See ~ •c • • Droiru S •g j ~ Shell r • ~ %r fr aid ~ ~ Cover s ~ . ~ 1 I Wl~n►e i on~rf o~u ~ • i ~ I ,s~+~+►s in rr~tok ore oI ~ M•' ~ CaKn+~r !ht ~ d►amerrr, J1.~ tr,1rD ' , ~ , I►~/ o/ aPe ovf/y shall b~ ~ ~wr~owrd betwre~r► w±a!!s and , ~ _ _ _ . Nk b►~terr edges shnl! be I ) ploshrrd s~trooth .with CM#!Ni n~artr~r; r PLAN SECfii~►H IIbT~': sMb not b be,vr~rr~ . t; 1 All work shop con/orm fo !fk ap~plicaW! E ~ ; ~ . ~ • sections a/ /he sp~ificotaans entitled ~ " ~ ~ ' ' "Slandord ,~orcificQtians SMlr o/ Co~►~`arnW, t,,:,. 2~ / A~r1br, -dry pac~►ed 4eportmirnt a~f Puli~c ~brks, Di~isrinr c ~r I : Wit! sha~/l' br filled with ~nafcr ovrd .e y!'~. ~h1y1 A'1 M~i''dlMtll~ s'~N'Ml' ! Z ftet Or . . grin o . . , corN►~+ct~a, s bie ~ Precast rr+i►~►l~arced c~avrciel~ monho~ r - _ seclrats as monrrfoctu►ed bl' C~o>r~ C of rsno Cali~nia o~ ~'or~lat o. Fr , r ~ by Associoied Concrete Products, InG, h ; of Cosh Mesa, Calih~rnia, or aqua! shrill - 1k: cc7n5li7aCt~o' rn a~cov~dovxr w~'ih l/k ~ : ! ,p►bvis~S QI ,4 S l iN Gksq~aataan C• ~Tf~ ' ~ ( ~ M ~ ~ aqp Al h~ol~ Ter. wihere , ti ; • , N • . . , , ~t ~ •~R j , j ~ • i l ~~.t I • • ~ • • t • ' ~ . ~ ~ • ' ~ r •t ;•s~ ~ j• ~ /l `7 ~ ~ IIMMMM K fMf c T p Mft ' ~ E C 7 I 0~ „Gs,= ~..~r~~ MANHaLE YPE "A" • ~m~~ SH~W1rw1~ pR4P CONNECTION ~ NAn~ A/MMUM C1~'Y CAF ~AKERSFiELD ~ ~ CALIFOR~1lA ~ MPARTMWWr M 26 # ~ 2» Sfe Ottail 'A'•~ 25~." " ~o ion , ~ _ I" Dia Flole M 24 Cltar Openin " 32 (0" Clear 0 enin ' (7~~ SECTION A-A SECTION 2" Postern ,I" Pattern Letters » Let tars, l HI h - ~ _ ~ ~ 2 X I i~iomond ~ q > ~ ~i9h mot, ~ dtep r ~ , AK 1 . - ~ • ~ Pattern i'~ i,etttrs, A A g ~ 9 High SE E S~~ti'R CLEA►'v~~UT ~ . » maf' pat am h~ elf praininq " ~ deep 91ind Plck Hoie , ~ ~ i" Pattern ~r#ters, i I"..Pattern letters Nigh `8 High ~oCatlon for Country of Origin MAN~o~. CL~ANOUT l . The tome of ma~ufocturinq compony shalt' be an ~ht undstr ~ Machin+d sldt of the cover. Surfooas Monholt lramt shop weigh not less than 120 pounds or i~ i ° mor! tho» 2~O pounds, The cover tahcil weigh not less thoa Cover 120 pounds or more than 20? pounds. Toper ~ Monhoie covers shall hove o self droininq blind pick hole of sorr+e Frame type unleas otherwise approved by the City £ngi~tlr, The 2" Pattern letters an tfit manhal~ covKS shall hov+s oM nl the fot owing desipnotions= RRAl1~. or ~;~,g„ p~E TA l L A' a TA OOEO S_ HOARDS APPI,lCABI.E TO IMPARTED COVERS I, Impprted covers ond`frames shalt conform ►o Section 207 of ttte Trdoe and Tcriff Act of 1.98.4, fEflERAL NOTES= 2. .The name of the eou++try if other thou the United States -bl Amlrico~ must be dtsignoted upside down and located on Ail Promos and Coven shall b~ tough, grey cast aron, the from warps, craclSS, holes,. swede. and cold- shnt, and the out(aide edgt of tht -lid. sholi hcv~ a wdrkmoniike finish, 3. if o monhole lid i3 imported, the Home of tht compcny wA0 re- Casfinq~ shall conbrm .to the provisions o!~ the ~ ~ ceive~ tfi+ product must be desgnotad on the underside of specillca ions for Croy - iroa~ Castings, Siriol Designation th♦ cover, ASTM:Q48(iotest revisionl,Closs tVo, 308, REVISED JAN. 18 i. 9$ All Frames and Corers shall bt to:led far cccurocy of '~+*•r•• w~ wn li and shad be :marked in sets prior to drlivay, Dec. 17 .1980 A ~ 5 i Ai~DARD The tots of iramts and bearing loses of .the covers NU RY ~ ,~8! FRAMES AND COMERS ~L.R 9J.AS. shall b~ mochinid for a snaoth non - racldnq let - bste►ean the two coatings. FOR Goslings shall be thoroughly cieontd and dipped twice ~ ~ in o quick-drying, let-block a:pha~tlc cnmpoua~d` to MANM4LES 8r ~LEANOUTS Nont 'prordt a prdttcHve coctinq. CITY OF ~AKERSF1El.D CALIFORNIA ~ R RlV01N![tttN4 D[~ARTM[tVT rarrao r j,`, _ T ~UAa~bra► Foundryry Curb ~dnna -,~91t ~rM aK~ars or ~q~n/. w~Irss of ~ A~/~anc~i►+q shN, ~ ~ ~ . 1 . r 1 ' ~ ~ ~ ~ ~ ~ ' Gutter ~ ~ I ~ • • FkNrli~k , f 11 . w►-•~ ...1 ~ ` Ad jus~Q nuts hi bt h'~1►flyt~td ' and s~curod in pace whM pb/e► . is ~n IDV'DIO'lr O'o3ilnfn , , , , . f' _ f qo.. o.,a, e., . . . ~ ~ a ~►ith hex nul~•......,.~ (SEe Mor~71......~~i ~ ; ~ ~ ~ .~A / / from 1~ \ ~ ~ A , ~ • F ~ ' = Cover ~ ~ ~aJ."... • ~ b ~ • ~ ~ • f , , d ~ ~ ~ ~ R'1# p t ~ ~ ~ \ \ ~ , ! ''='t' ' " f ` r r ~ + ~ ~ SfiEEL PLATE CETA~L ~ a►+w M+~iw~r inb GEfiVERAL H~T~S r~IV I?" carxr~rlr sh~l be Closs "A" orrl aha~r byr Mit!!w► Z~"ro 5~" PLAN shrMr. . A/h~Tbro F Z 5/0~ lv be pou►~ ~onolilht witA SaM~ why sidtwc/k is constructed or r~loced Surlo~s o/ all rxpos~d carrcrrh /fra~rr 8 cor~r~~13,~0 with Z- shrink;s step/ socket hood sho/l match s/oro~, .finish, ca/.or and scaring 0/ odjQC~nt eoncitl~. . st1 screws /sit gppo ire or►d •,.,`°Sre~ St~I WALL TMICXlVESS~ T- 6~ except wh~► lir~ished N or egwl:..••. P1irk Art oil H > 8 fort Tt9" ' ~ Siri~ Sk~r ~ i~ ~ L > 8 fee! l~8" . , ~ bo,~e ~k sholJ br nraYa~i~► al' 1"nom q•, . .r . ~ , f ' ~ ~ NIM~ ~!w~1~ir+~~ ~N ~ NCI ~ w /e~s erw L ~ l' ~ Air~r. swr ~r /fir ~tl eyr r~+i~a~ed ~M ~ Arir ' +wrr► fir. d ~ lI ~G, err~4 ~'rl'x. n~~►~ sA~sN , Vorlts- b! Ns. ~l:born r~»C!!"or Ol rnSrMtl f4~! ynl~sx other~► JI~OrNf, ' ~.~nri~. ~ ~ ,rIN ~re~td m~I~N A~~ sh~l b~ ~+oV'rr~rNteo' after ~obricvlian, ~ S Say~oort bo/K sha►~i► bb ins~r/1~4-w!►e!n lMgth oI ope~ring exceeds ~ ~ ' S'0" evh/' s/tel/ be► speic~+ of nol more thQn 5'0" D. C dnd not Rou~desR=PaP~' : less r~ian 3'0" OC ~ , : wad thic~ntss : ; , Z ~ • •::..A:. ~7 WAw► curb o~eriwq exceeds o plain round shr/ protection boor cj I" in dor~tr, hall br fnslb led. 80r shd/ be m~d~f~d 5" of 4, ~ J/~ ~ ~t~ . , , . ~ Pik: sA«'l hr os spe~cit~ed ar of di►~tcfed bi' tf~ Engineer Thy ' ~ ~ ~ er l~ cut dr rat sAal'bt rracfe as o~rected h~ E ee~:. . . ; • . ~ ~ Ap w~' tA~M car/1~'At h 1h~t c~o~i~cod~e sect►'ons of tAr . ~ ' ~ ilYt~ierrt N►AhlMrl ' Slbn~dilre' Sp+trificotiov~s, Stott of T ~l~~ ~ CdY~i~~lMh a1~4''~M~III OIr ~`/1M.~q►~'O~OOIR » , s~~i~~ 1~''~ . • , . • ' f , , . „ , . • , • . . . . • ~rB"1yP•c~l ST~d NDARD r.~. t61~►~t , . - , Ft1.ll,,., It . . CATCH 8AS1N ~.E.s . . ' ' ' ~ ~ B.~tQ ' ~!?"nrin ~ M em euni~ I }fPL ~ ~ww ~YMI REINFORCING AROUNp PlP~ CITY O~ BAKERSFiE~.D , S ~Z C~1L.1F~?RM1A w„► ~oar~nan~ a~r~ARriw+cxr Nd►~+a► 6 ~ Cws NArn~ G~f C'u►,b 6, O,n'r""'' Normol Dpon~ Morm~ol ~ ~ G H ~ I N. (/1 c. x ~ o ` ~ value` c i~►rs ti . PLAN ~ PLAN TYPE A CATCH BASlN !N :GRADE SAG..: - TYPE A 8r a .i CATCH 8ASlN N AD A~ A - Clhrr 6' ~~'1 ~ Z' ~1' Nor~r►ar Morrnst Curb 0 ~iR ~ CSI ~D. i ~ N. ~ L,rnrt~ ~ Limits GuNIh ti ti - a... ~ d ,,..,.,.r. ~ G0 W=4' 6T+'I I+ S/opt brra~ !MM Tj*r'cN GDp ~ T A i ~'l.Ali! M.,,I,N TYPE G~ a Gt)C) lN1.ET l~i_ GRADE SAG ~ TYPE GAL iNLE~` ON GRADE (G~ 5HOWN1 Norrrol Top of _ . Gutter ~ow~i~t Cutd► Nc~rr»ol, Guffn' „ N~~ C.tL D~prtsspw j ~K ` FI~IIrNK Q ,,,r, l Curb r~ • TY ; ,r ~'I'o~ rypr GQ ~ G~t7 P'A#II.E !N GRADE SAG GRATE lNI.ET AND CATCH BAS1iY ON GRADE SEbERA~ H4TE~ O=G~If~,► Dtprrssic#n: if shnl! b~ 2. /Qr r~ A afd A-C cofch bst~rr aid 3" /a' ofAer iMtt fj~oes` w~M~rt oiN~i~r sAo~►. ~k ~ Cwt l~e+i~t C.J~ f0 Limns= L~r11 a/ fnbi de~cituk~ ~n ~a11'lr Sit Grsde, Qow~r+ard Sle~►. GwKr Ro~~ -~~.Gwtter d~ctb~ h/ 1/ar, ~t" S,RgK r thc~. ~ 1~0, G0 aid GAt ~►hl1~ ~ Ot rte ~~II ` D oppiora/ a/ 11~e► ~ilj►EnywNtw: GW4, Gd +~r~/- 011'~4'liair 1~tGD~ GOrt ;nl~tt Thal 1r c~A~rciMri/, aiAlrw~l SECThOH ~A R con/acct h Slrtlr. ~l ~~Mlil~►~ti1►, D~porf~nonl T r,~+~rAilia► Sr~►o+~►rl D72 ~ 01'~ ah/ Gr~rh~r sAal! br r~ 2~ in . carlornonct 1e StasMbr/ Pl~r► D l~- B, 4. D~~oils lar A.G pone+~~rst. NlknP~C. ,owv►ern~err/ i~ used, carntrs shad at sgwrrd o/f: FM.B /9~? F~a~~.. ~t s raNo~Rv . . GUTTER DEPRESS ONS ~~TY a~ BAtC~RSFIELD It 1~,. CALiF~RNiA 5~~~ - O"AMrr%MffMr t 1~NN~ r"~ - ea~t,~J ~~d ro six d~wr~n.rx~strtg ar hen ~ ~ brxk or Qu►b l++xs ar slrK/s rx ~xrsl~g 'r ti a fuJu't ri~J ~l wbY Jin~S Gl t~lkjx . Bd~kIiJJ ~~hd b ~x nif7h't~ ~ ~ N c~rr~ogiCJ+w~ in dJ CIJ~l~► or~os i~ + _ 1 ~ ~ ~ ~ ~ ~ 9aC~fi~1 ctivr►po~te~d b ~ ~ ~ ~ rr4ih~ clovr~oCl~Orf ~ Q ~2 wnil ~l ~ ~ Shill 1~! 1~lrr ~t?J t in~l~r ab~ ~ al pp! dNJ a the arJx~ ~/y~ j,,, . b e~x ~r~~ t ~ +~ArA` shay! cr~► Ar ~ ~~r, ~f 1Mlr ~ ~ ~ h~ s aid c~a►~o~ach~ ► ~r e~fiM/ '~iM~~t . , S~rlr «~nr,rM~ar w;~r ~Mr hrr~ ~Md ~r se~r► ~-~A►o~ t r ~r ~►~r h~ cr ~ Ean ~i► c~ a~rr~r ~ new ~r or~por~ian, e~aiMbr~t ,fir ~1► Arrrr ~ ~ E~ ~al ~ Niw+'~'"M ~V h~ 'w+M'r'~ ~winrr h rMur ~ c~ and a~ b ~ ~ w f iQ~ - ~ ; ~b Cilr al Fkk~ S~br~r~lonad ~ S-S rfx IW ~ l0!0 ,QOhMMn/ ,aoJ,ale~r N+►A~ powrd or+ew~t ,yw~/J~ ~,!YV ~ rJ~r a~~~►~on~or snarer,aa~d ~r n~ ro ~xc~ J~o ~bor (x1 ~o~, t,~wJlor~usy are eacA s~ of I~r ;~o~e ~ such o mwnrkr .at nel ~b obr~yr cr dislwb ~ ~/x or i~ olig~~J aid grapk Each s/aJJ br M~'~ou9~ly acted b~►lkx~orv~►, n~erd~a 1brr~wq ar q~ a ctnr~bwal~a~ oI Ih~r m~tlhaadt 6~o+c~li~ naoh+►+ia~ odo~+r Mr,e~t 1q~i► k ~ of d~kMr~s n~o~h+►~iurx aid ~vnpr or ;ipbr+Mt ~Kw~►+~►1Mrir ~r ~hyN dinN►►~orr aM ~A~a1' ~r p~1 ~ b~ b ~~i 16r~ h~' (~1 ~o~w~ ai►wf ~A ~j~► ` l~ a by o car~b~ahior a~ h'Mhr nM hbr~h, ~1~~ orgy ~r alb~~ ar br~pM~► na~ria~+ o Sa~I Egww~M of ~ Il~orr rJ~~NCJ~ ~,~cX,~~zL E1~K Ago ~o~cr~oN RG t~Vl~~l M~GJ~~ RKA~ en uws ~b ~r~w,r ~~TY 4F BAKERSFIELD c~~~FO~N ~ S 39 s~+,a,t+ct~r~s txrr►re~r , ~ PROPOSAL FOR "K" STIE~~ET RECONSTRUCTION AND SIGNAL IMPR4VEM1~~T5 AT "K", "L", 17TH AND l8TH S'~REE7C5 Ta the City Clerk of the City of Bakersfield: The undersigned, as bidder, declares that the only persons or parties interested in this proposal as principals are those-named herein; that this pro- . posal is made without collusion with any other person, .firm or corporation;-that he has carefully examined the location of he proposed work, the annexedpro- posed form of contract and the plans therein referred to and he proposes and agrees if this proposal is accepted, that he will contract with trle City of Bakersfield, in the prescribed form of contract. hereto annexed, to provide all necessary machinery, tools, apparatus and other means of construction and to do all the work and furnish all the materials in accordance with the plans and spe- cif ications for the above, filed in the. off ice 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 it the following schedule: In case of a discrepancy between words and figures, the words shall prevail; and in case of discrepancies between unit prices and totals, the unit .prices shall prevail, The undersigned further agrees that in case. of def atilt in executing the required contract, with necessary bonds, within ten X147 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 Bakersf .field. Bidder acknowledges receipt of the following addendum: ITEM APPROX. ITEM WITH LUMP SUM PRICE UNIT NO QUANTI~'X WRITTEN IN WC~RI~ PRICE TOTAL 1. 314 Linear Feet, 6" to 8" Curb and Gutter, at Per lin, f t. 2. 90 Linear feet, 6" ~ " B" ..Curb and Gutter, at Per lin. f t. SIGNED Bidden D6 18435.43 Page 1 of 4 BBU:mro:wrn PROPOSAL FOR: "K" STREET RECONSTRUCTION AND SIGNAL IMPRIQViEMENTS AT "K", "L", 17TH AND 18TH STREE7l~ ITEM APPRQ~. ITEM TrJITH .LUMP SUM PRICE UNIT NO. QUANTITY WRITTEN IN WnRDS PRICE TOTAL 3. 4 Each, Handicap Ramp (case A) , at Each 4 . 2 Each, ,Handicap l~~p Case c-1), at Each 5. 1 Each, Ce~nercial Driveway, at Each 2,890 Square. Feet, Sidewalk, at Per s ft. 7. 245 Linear-Feet, Curb, at Per ln. f t. 8. 1 Each, Cross-gutter ~4' wide), at -Each 9. 195 Linear. Feet, Undersidewalk n - Drain, at Per lin. f t. SIGNED Bidder D6 18435.44 Page 2 of 4 BBU:mro:wrn PRQFOSAL FOR: "K" STREET RECONSTRUCTION AND SIG~~AL IMP~IEMENTS AT "K", "L", 17TH AND 18TH STREETS ITEM APPF,OX. ITEM KITH LUMP SiJM PRICE UNIT NO. QUANTITY WRLTTEN IN RDS PRICE TOTAL, 10. 1 Each., Fire Hydrant Reiocata.on, at Each 11. ~6Q Tons., Aspha]a Concrete, "H", at Pe~.ton 12. 540 Ton, Aggregate Base, Class IL, at Per tOn 13. 402 L~neer Feet, 2i" Damster RCP Mass III, at ....:Per.. lin. f t. 14. ZO Linear Feet, l8" Da~e~~r RCP Class III, at Per ln.ft. r 15. 2 Each, ~~pe "A" Manhole, at. -Each 16. 1 Each, T~~ae "A" Catch Basin, at -Each SIGNED Bidder 86...18435.45 Page 3 of 4 BBtJ:mro:wrn PRGPOSAL FOR: "K" STREET RECONSTRUCTION AND. SIGNAL IMPRO~IEMENTS AT "K", "L", 17TH AND 18TH STREETS ITEM ~I'PROX. ITEM WITH LUMP SUM PRICE UNIT NO. QUANTITY WRIT'I°Eh1 IN ~?RDS PRICE TOTAL 17. 1 Lump Suum, Signals and Lighting Locat~.on 1, ~ at Per l s~ 18. 1 Lump Sum, Signals and Lighting,. Location 2, at Per 1 sum 19. 1 Lump Sum, Signals and Lighting ~C~cation 3, at .Per 1 sum 20. 395 Cubic Yards, Roadway. Excavation Final Pay}, at Per c:u, d. SIGNED TOTAL= Bidder D6 18435.46 Page 4 of 4 BBU:~nro:wrn PROPOSAL FOR "R" STREET RECONSTRUCTI~1 AND SIC~~TAL IN~PROVEMENTS AT "R", "L", 17TH AND 18TH STREETS To the City Clerk of the City of Bakersfield: The undersigned, as bidder, declares, that theor~ly persons or parties interested in this proposal as principals are those named herein; that this pro- posal is made without collusion with any other person, firm or corporation; that he has carefully examined the location of the proposed work, the .annexed pro- posed form of. contract and the plans therein referred to and he proposes and agrees if this proposal is accepted, that he will contract with the City of Bakersfield, in the prescribed form of contract .hereto annexed, to provide all. necessary machinery, tools, apparatus and other means of construction and to do a1~. the work and furnish all the materials in accordance with the plans and spe- cifications 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. i1 the foflawing schedule: In case: of a discrepancy between words: and figures, the. words .shall prevail; and in case of.dscrepancies between unit prices and totals, the unit prices shall prevail. The undersigned farther agrees. that in case. of default in executing the required contact., with necessary bonds, within ten X10} 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 became the pro- perty of the City of Bakersteld. Bidder acknowledges receipt of the following addendum: ITEM APPROX.. ~ ITEM:WITH LUMP SUM PRICE Uh1IT NO. .QUANTITY WRITTEN _ IN WrJRDS PRICE TOTAL _ . 1. 314 Linear: Feet, 6" to Curb and. Gutter, at Per ln. f t. . 2. 90 Linear. Feet, 6" T! '~B" Curb and Gutter, at .e ~ - - _ Per lin.ft. SIGNED Bidder D6.18435.43 Page.1 of 4 BBU:mro:wrn P~POSAL ~`oR: nR" STREET RECONSTRUCTION AND SIGNAL INi~R~VEME~ AT "K", "L", 17TH AND 1$TH STREETS ITEM APPRQX. ITEM WITH LUMP SUM PRICE UNIT NO. QUANTITY ~JRITTEi~1 TN ~RI~S. PRICE TOTAL 3. 4 Each, Handicap R~~mp Case A) , at Each 4. 2 Each, Handicap R~~mp . Case C-1}, at Each 5. 1 1 Each, Commercial Driveway, at Each 6. 2;89 S~u~r'e ..Feet, Sidewalk, a Pez s . ft. 7. 245 Linear Feet Curb, at Per l~n. f t. 8. 1 Each, Cross-gutter (4' wlde), at Each 9. 1~ 5 Linear Feet, Unde~rsidewalk . _ Drain, at Per lint. SIGNED Bidder. D6 1843.44 Page 2 of 4 BBU.mro:vain PROPOSAL FOR: STREET. RECONSTRUCTION AND SIa~1AL Ir~'PROVEMENTS AT "K", "L", 17TR AND 1$TH STREETS ITEM APPROX. ITEM WITH LUMP SUM PRICE UNIT NO. QUANTITY WRIT'.rEN IN WORDS PRICE: TOTAL 10. 1 ~ Each,. Fire Hydrant Relocation, at Each 11. 2:6:0 Tons, Asphalt Concrete, T~~pe "B", at Per ton 12. 540 Ton, Aggregate Base, Class II, at . Per ton 13. 40Z Linear Feet, 21" Dia~netez RCP Class LII► at Per 1inl~t. 14. 20 Linear Feet,. 18" Diam~e~er RCP Class. IIL, at Per lin.ft. 15 2 - Each, ~ "A" M~~nhole, at Each 1~ . 1 Each,. T~~rpe "A" Catch Basin, at . Each SIGNED Bidder D6 18435.45 - Page 3 of 4 BBU;mro:wrn PROPOSAL FOR: "K" STREET RECONSTRUCTION AND SIG[~L IMPROVEMENTS AT "K", "L", 17TH AND 1$TH STREETS ITEM APPROX. ITEM WITH LUMP SUM PRICE UNIT NO. -QUANTITY WRITTEN IN I~RDS PRISE TONAL . 17. l Lump Sup, Signals and Lighting Location 1, at Per 1 sum ~18. 1 Lump Sum, 5igna~s.and.Lighting Location 2, at Per 1 Sum I9. 1 Damp Sum, Signals and Lighting I~xatior~ 3 at Per 1 sum 20. 395 Cubic.~ards, Roadway Excavation QF~al P~y~, at .Pere cu. d, y SIGNED TOTAL: Bidder D6 18435.46 Page 4 of 4 BBU:mro:W~n LIST OF SUBCOI~JCRACTCRS TJaAFFIC SIGNAL MODIFICATION oN WHITE LANE AT WIBLE RoAn All persons or parties submitting a bid proposal on the project shall co~plete 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 TH4U5AND DOI~G~~RS ($10,000}, whichever is greater, and the portion of the work which will~be done by each subcontractor. This list is t© • be completed and su}~na.tted with said bid proposal, nzvlszc~ o~ NAME OF SUBIITRACT~OR ADDRESS WORK INVOLVED D~:18435.47 -47- BBU:wrn BIDD~f~~ B~~D f Not necessary if cash or cCrtificd chick is with .bid) KN~QW ALL MEN BY THFSE PRESENTS.:. That we • as principal,.. and ' 48 aursty, Qre .held and firTnl bound unto thce City o~ I3akcrs~ie~d, ~ body politic and corporate ar~ the State of Y Cali{ornia, in the sum of ~ ~ _ ~ dollars . $ , to be .paid to said City, for which .payment, well and truly to be made; we bind ourselves, our hems, executors and administrators, successors or assigns, jointly and severally b}• these presents. ~'HE CONDLTION QF THIS ~I~LGATI~N iS SUCH T}~at ~-the certain proposal, hereunto annexed a to construct certain woa-k and' mprovcmet~ts in .the C o~ Bakers~cld as referred to in the Notice to Contractors attacked .hereto, is accepted b the Council of said City Nand i~ the above ~ounden principal, heirs,, executors;. administrators, sue- Y eeasors and assigns, shall duly ~ntcr into and execute a contract, to construct said improvements a~orcmentioned, and skull execute .and deliver the two bonds required by Law, within ten days (not . includin Sunday {rom the date:.oY a ~ notice to the above bounden; principal, .that 6aid contract is ready g for execution, then this .obligation shall becorine' null and void, other•Nisa it shall be and remain in ~uII force and of{ect. IN FITNESS V~tHE~EOF, we have hereunto sot our hands .and deals this ,,,.,..,_..,^,,..~day o~ , A.D. 19 (Seal} (Scat) (Seal} (Seal (Seal ~rut~. ~ This aE~idavit shall be executed by.the successful bidder in a ccoc dance with instructions in the Federal Requirements in this booklet but bidder may e~tecute the affidavit on this page a~ the time of submitting. his bid). - NQN-~COLLtJS Ioi~ AFF I DA~t IT To the :State of California, Department of Tr~nsportaCion: The undersigned in submitting a bid for performing the `following work ~y contract, being duly .sworn, deposes and says: That he has not, either directly or indirectl entered Y' into any agreement, participated in any collus-ion, or otherwise taken any action in restraint of free competitive .bidding in connection with such: contract. Signature of Bidder Business Address _.:Place of Residence Subscribed and sworn to before me this ~ day of 19 i 4'~t Accompa~i~•in~r t~11~ proposal is.. "cashier's check," ucerti- (~,'UTIC~: Iii~ert the ~~~o~•ds dash ~ ,h or "bidder's baud," the case may. be}, in amount equal to at fled c iec , least ten pt~i•c~nt of the total of the bid, ' nterestecl i i the foreauivg proposal as prin- Tile nai,~~~r of a.ll pel sang i cipals are as follows ' If bidder or other interested person is a car- T' a~tC~CI~ ~ot~C~ ~ _ of cor oration state le al name p poraton, ~ ~ , also names of .the. president, secretary, treasurer, and manager thereof , ~f a co artnership, state true name of .firm, also names of all ~ndlvldual eopart- p ners com osing firm.; if bidder or other interested person rs an lndlv~dual, P state first and last names in full. rdance with an act providing, for the registration of Licensed in acco r• ~orltractorTs .~~cer~se Ito, . SIGN HERE • • ...........•..r......,.....wv............ Signature of Bidder NQTE-.-I2 bidder i~ a corporattoa. the legal name of the~co;poiatno tontractseon behal! sai~tl~e together with the dgnatute of the ofli~cet ,ar; o!licer.~ authotiz q corpQtatioa; !t bidder is a copartnership, the ,true nau hott d to=~lga conttatte in1 behal! ol~t>se t+agefber rvlth tba ilgaature of the partner or pattn~ts a It sigaatare U h!~ signature ~hait be plated dbo!►e. copaaner:htp; sad bidder is aa: ladiridua{. b ~ ageat. other thaa at! otttcet o! a corporation. or a member at a pcrtnerehip, a I'oaet of Y AttotaeY muit be on rile vrfth the City ~ierk of -t!<e City o! bakeretieid prior io opeaipq bids or sul:mltted with the.bid; othetvrlse, the bid wrill be dt~reggrded ar irregular sad uaa~athori~eQ. • address. Business Place of residence . ..............,19........... Dated oih►.~AAnf1' SAMPLE SAMPLE Co~~CT N0. DESCRIPTION of WgRK TO BE PERFORMED ° CITY OF ~~SFIELD THIS AGREEMENT, made and entered into this _ day of , l9$9, by and. between the. CITY of ~~KERSFIELD, a ~nuni al co ration, hereinafter called "City," and ,hereinafter called "Contractor" ; WITNESSETH: ~R~AS, city ,has duly advertised for sealed proptasals for within the City of B~kersf field. On the ~ day of , 1989, the contract was awarded to Contractor upon his properly executed bid; and t~ERI~AS, one. of the conditions of said award required a ,formal contract to be executed by and.between..City-.and Contractor, Nom, T1~aREFORE it is mutually agreed. by and between the parties hereto as follows:. ARTICLE I Contractor agrees to ~~rnsh Supple ,:equipment,. labor and~matsrals for , within the City of Bakersfield. ARTICLE. II The following shall be deemed to be part of .this contract-as if fully set forth herein: 1. Information to Bidders 2. Special Provisions 3. Bid Proposal... 4. Bidder's Bond Perfcarmance Bond Material and Labor .Bond 7. Letters of transmittal, if any , 8. All provisions :requ,ired `by law to ~e inserted in this contract whether actually inserted or not. -1- CONTl~CTl IN wI~NESS ElZEOF, the parties hereto have caused this Agreement to be executed, the day and year first-above written. CITX OF B~~ERSFIELD By Mayor APPROVED ~s ~o FORM: By City Attorney Co1J~JTERSIGNED: By Fin«nce Director OF C01~CT'OR~ Contractor -2- c~v~c~2 GUARANTEE EQUIPMENT City of Bakersfield Department of Public Works Bakersfield, California In accordance with the terms of Contract No. ,for the Pro'ect: awarded on ,between the City of Bakersfield (hereinafter referred to as the City}, and the undersigned, which contract rovides for the p Installation of ,and under which contract the undersigned has furnished and installed such s stem, y the following guarantee of the sa~:d ..system is hereby made, should any of the equp~ent installed pursuant to said~~ontract rove P defective or should the system a$ a whole prove defective, .due to fau ty work-- manship, material furnished, or method of insta~aation, or should said s stem or y any part thereof fail to operate properly, as planned, due to any of the above .causes, all within year offer date on which said contract ~s acce fed _ b the p y pity, the undersigned agrees to remorse the Clay, upon demand., for its expenses incurred in restoring-sad•.systems to the condition come laced in mp said contract, including the cost o~ any equipment or materials replaced, or, - upon demand by the. City, to replace any auch squip~ent and repair said s stems y completely without cost to the Cray, so that they will operate successfully as originally :contemplated, The City. shall have. the option to make any. needed repairs. or re lace-- p meats itse~.f or to have such replacements or repairs done by the undersigned. Prior to such-replacement or repair-work: being done the Cit ,the unders ed by y gn 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 enders ned g agrees that the repairs shill co~~mence to be made and such materials as are nec-- es ary shall commence to be furnished and installed within 'i~aenty~-Four ~ 24 } hours of the date- 'specified in the City's written notification. Contractor - shall prosecute wi h due diligence to complete the work within a reasonable period of tame, as specified in the City's written notification. Said system-.will be deemed defective within the meann of this ar-~ g ~ antee in the. event that they fa~.i to operate as originally intended by the mane- fa~cturers t~~ereof and in accordance with the plans and specifications included . ~:n said: contract.. Date contractor's signature -Firm . Address 4 GUARANTEE. 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 terns 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 shwa 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 Escro~a Account only by written notice to Escrow Aunt - accompanied by written authori2ation from Owner to the Escrc~►r Agent thatowner ,consents, to the withdrawal of the a~no~tnt 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 seen ~7~ days' written notice to the Escrow Agent from the owner of the default, the Escrow Agent shall . ~dately convert the securities to cash and shal -distribute the cash as instructed by the owner, 8. Upon receipt o~ written notification from the C~vner cortifyinq that the.C-ontract is final and co~p~.ete, and that the. contractor.-has complied with all requirements and procedures applicable to the Contract, Escrcxa 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 disburse~ent of all moneys and securities on dep©sit-and payments of.feesand I charges. 9 Escrr.~w Agent shall rely on the written notifications from the. Owner and the contractor pursuant to Sections X47 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 abdve. 10, The names of the persons who are authorized to give written notice or to receive written notice on behalf of the owner and on beha~.f 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 ~1ame ~1ame Signature- Signature .Address address 2 A-EAFSD.2 on behalf of Escrow Agent: Title Name S i~nature Address At the time the Escrow Account is opened, the ocaner and Contractor shall deliver to the Escrow Agent ~ fully executed counterpart of this A cement. IN FITNESS W~IElZEOF, the parties have.: executed this .Agreement: by ,their proper off icers on the date € first set forth above. owner Contractor Title Title name- ~ Signature Signature 3 A-EAFS~.3 i~ '1