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91-030 Stevens Creek Storm Interceptor Proj. 91-116 91-030 STEVENS CREEK STORM INTERCEPTOR 1 of 4 PROJ . 91-116 CCR?nMCP FUR PUBUC WMV3 a OCtTj3VCT made on 40;&W.�-✓ 1 f/ by the CI't4Y OF TT70, a municipal carparatian of the State of Cal fornia, hereinafter called the CITY and M J B PIPELINE , hereinafter called the OTIRACZR rT IS EOMY AGHM by the parties as follows: 1. THE CONnta= DOCUMJTS. The omplete cmjtract consists of the following contract dots: A. Plans and Specifications for STEVENS CREEK STORM INTERCEPTOR SPRR TO STEVENS CREEK - PROJECT 91-116 B. Faithful Performance Bond, Labor and Materials Bond, Insurance Certificate C. This Contract D. Bid Proposal referred to as Exhibit A Any and all obligations of the CLTY and the cmnRACIcR are fully set fart i and described herein. All of the above dock are intended to cooperate so that any work called for in orpe and not mentioned in the other, or vice via, is to be executed the same as if mentioned in all of said do=wnts. The doamw*s conprising the oomplete c mitract are sometimes hereinafter referred to as the Contract Documents. In case of conflict between the Plans and the Specifications on the one hand, and this Contract on the other, the Plans and 613ecificaticns shall prevail. 2. TIE WORK. The Contractor agrees to furnish all of the tools, equipment, apparatus, facilities, labor, transportation, and material pessary to perform and complete in a good and alike manner, the work of STEVENS CREEK STORM INTERCEPTOR SPRR TO STEVENS CREEK PRWECT 91-116 as called for, and in the manner designated in, and in strict omiformity with, the Plans and Specifications prepared by: t+r. Bert J. Viskovicta, Director of Public Works and adopted by the City, which Plans and Specifications are entitled, respectively, STEMS CNN STORM INTERCEPTOR SPRR TO STEMS CFWM PROJECT 91-116 and which Plans and Specifications are identified by the signatures of the parties to this Contract. 1 I- is 'understood and agreed that said tools, equipment, apparatus, facilities, labor, and material dell be furnished, and that said work shall be performed and cotopletsd as required in said Plans and Spwif icatians under the sole direction of the Cbrttractor, but meet to the inspection and appravR1 of the City, or its repesentative. 7h e City ham► designates as its ?.qz for tt a purpose of this 0ont3act: W. Bert J. Vinkovich, Director of Public Woks. 3. CWntWr PRICE. 7he City agrees to gray, and the Contractor actor ages to accept, in full payment for the cork above agreed to be done, the sutra Of: ONE MILLION TWO HUNDRED TVWM SIX THOUSAND TYENTY DOLLARS AND NO/100 ($1,226,020.00 subject to additions and deductions as provided in the Contract Documents, per EdAbit 10A" attached hereto. 4. DIM= PUMAMM TC PAMW EM WCOK. Should any dispute arise respecting the true value of the work done, or any work omitted, or of any extra wcrk which the rxntractcr may be required to do, or respecting the size of any payment to the crs tractor during the performance of this Contract, said dispute shall be dared either by reference to the unit of prices, if applicable, or in accordance with the agreement of prices, if applicable, or in accordance with the agreement of the parties, or in accordance with the rules of the American Arbitration Association if the parties are unable to agree. 5. PERMIW, CMGWANCE Wrtli LAW. the Contractor shall, at his expense, obtain all necessary permits and licenses, easements, etc., for the construction of the project, give all necessary notices, pay all fees required by law, and comply with all lawns, ordinances, rules and regulations relating to the work and to the preservation of the public health and safety. 6. INSPECMCK BY THE CITY. She Contractor shu ll at all times maintain proper facilities and provide safe access for inspection by the City to all parts of the work, and to the shops wherein the work is in preparation. Where the Specifications require wmrk to be specially tested or approved, it shall not be tested or covered up without timely notice to the City of its readiness for inspection and without the approval thereof or eansent thereto by the latter. Should any such work be cowered up without such notice, approval, or consent, it must, if required by the City, be uncovered for examination at the Contractor°s expense. 7. MaVA OR AMITICNALr WCW AND OMM. Should the City at any time during the progress of the work require any alterations, deviations, additions or omissions frcmn the specifications or Plans or the Contract: Documents, it shall have the right to do so, and the same shall in no way affect or make void the contract, but the cost or value thereof will be added to, or deducted from, the amount of the contract price, as the case- my be, by a fair and reasonable valuation, which valuation shall be �d either by reference to the unit prices, if applicable, or in avoovdanoe with the agreement of the parties, or in accordance with the rules of the American Arbitration Association if the parties are unable to agree. No extra work shall be performed or ctku a be made emoept. by a written order from the City, duly authorized by resolution of its governing body, and by all agencies whose approval is required by law, stating that the extra work or change is authorized, and no claim for an addition to the contract stun shall be valid unless so ordered. 2 8. COMES To MEET ENVIinWAIML RE1VMtkMNM. The City shall have ttie ° riot to make charges in this Contract during the course of ccnstruction to bring the eoupleted inQ into coaplianee with ftwircnmental requirements or standards established by State and Federal statutes and regulations after the Contract has been awarded or entered into. The Contractor shall be paid for by such charges either by reference to the unit prices, if applicable, or in accordance with the aft of the parties, or in accordance with the rules of the American Arbitration Association if the parties are unable to agree. 9. TERMINAMCN, AN E NEMENiS or M DIFICATIONS. This Contract may be terminated, amended or modified, with the mutual consent of the parties. The compensaticn payable, if any, for such termination, amax1ment or modifications, shall be determined either by reference to the unit price, if applicable, or in accordance with the agreement of the parties, or in accordance with the rules of the, American Arbitration Association if the parties are unable to agree. 10. TTMM FOR C014P'LErICN, All work under this Contract shall be ecupleted: 16o WORKING DAYS If the Contractor shall be delayed in the work by the acts or neglect of the City, or its euployees, or those under it by contract or otherwise, or by charges ordered in the work, or by strikes, lockouts by others, fire, unusual delay in transportation, unavoidable casualties or any causes beyond the Contractor's control, or by delay authorized by the City, or by any cause which the City shall determine justifies the delay, then the time of coupletien shall be extended ac=rdingly. This paragraph does not exclude the recovery of damages for delay by either party under other provisions in the Contract Documents. 11. INSPE?CTIOAi AND T 7M OF M UMALS. The Contractor shall notify the City a sufficient time in advance of the manufacbne or production of materials to be supplied by him under this Contract, in order that the City may arrange for mill or factory inspection and testing of the same, if the City requests such notice from the Contractor. 12. 42MO T FUR HRFAC H, E°IC. If the Contractor should be adjudged a bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver should be appointed on account of his insolvency, or if he or any of his subcontractors should violate any of the provisions of the Contract, the City may serve written notice upon him and his surety of its intention to terminate the Contract, such notice to contain the reasons for such intention to terminate the Contract, and unless within ten days after serving of such notice, such violation shall cease and sati sfactcsry arrangements far corrections thereof be made, the Contract shall, upon the expiration of said ten days, cease and terminate. In the event of any such termination, the City shall immediately serve written notice thereof upon the surety and the Contractor, and the surety shall have the right to take over and perform the Contract: provided, however, that, if the surety within fifteen days after the serving upon it of notice of termination does not give the City written notice of its intention to take over and perform the Contract, or does not ccwwrtce performance thereof within thirty days from the date of 3 r• the serving of such notice, the City may take over the w3rk and prosecute the same to coupletion by ccrtract, or by any other method it may deem advisable, for the account and at the expense of the Contractor, and the Contracts' and his surety shall be liable t,- the City for any ems eat occasioned by the City t1m*db r, and in such event the City may, without liability for so doing, take lion of, and utilize in coupleturg the work, such materials, appliances, plant and other property belonging to the Contractor as may be an the site of the wort and necessary therefor. 13. THE CIT Y'S RIGHT TO WI°IHWLD CE FMUN ANDLlS MAID MAIL, APPLICATION TMMF. In addition to the amount whidh the City may retain under Paragraph 21 of this Conb=t until the final, completion and acceptance of all work coveted by the Contract, the City may withhold from payment to the Contractor such an amount or amounts as in its- judgment may be necessary to pay just claims against the Canttractor or any subcontractors for labor and services rendered and materials furnished in and about the work. The City may apply such withheld amount or amounts to the payment of such claims in its discretion. In so doing, the City Shall be deemed the agent of the Contractor, and any payment so made by the City shall be considered as a payment made under the Contract by the City to the Contractor, and the City shall not be liable to the Contractor for any such payment made in good faith. Such payment may be made without prior judicial determination of the claim or claims. with respect to any retention of payment by the City to ensure performance of the Contract, Contractor will be entitled to substitute securities as provided in Section 4590 of the California Goverrment Code as more fully described in the City's Notice to Contractors. 14. C E AND SERVICE 1HEREDF. Any notice from one party to tee other under this Contract shall be in writing, and shall be dated and signed either by the party giving such notice, or by a duly authorized representative of such party. Any such notice shall not be effective for any purpose whatsoever unless served in the following manner: (a) if the notice is given to the City either by personal delivery thereof to the City Manager of the City, or by depositing the shame in the United Stags mails, enclosed in a sealed envelope, addressed to the City, postage prepaid and certified; (b) if the notice is given to the Contractor, either by personal delivery thereof to the Contractor, or to his duly authorized representative at the site of the project, or by depositing the same in the United States mails, enclosed in a sealed envelope, addressed to said Contractor at: �3 7 r Rd. 2347 DUN.'i iZ Hay 95133 HAYWARD, CA 94545 postage prepaid and certified; and (c) if the native is given to the S'lrety or any other per, either by personal delivery to such surety or other person, or by depositing the same in the United states mails, enclosed in a sealed envelope, addressed to such surety or person, as the case may be, at the address of such surety or persons last comiannicated by him to the party giving the notice, postage prepaid and certified. 15. ASSIGDINERT OF CA3NIRACr. Neither the Contract, nor any part thereof, nor moneys due or to forme due thereunder, may be assigned by the Contractor without the prior written approval of the City. 4 • 16. OOMPLIANCE WrM SPDCIFICATICNS OF MATERIALS. Whenever in the Specifications, any material or prods is indicated or specified by patent or proprietary name, or by name of manufacturer, such Specifications must be met by Contractor, unless the City agrees in writing to some other material, process or article offered by Contractor which is equal in all rests to the one specified. 17. COMRACT SF7LZ.lRI'I'Y. The Contractor call furnish a surety bond in an amount at least equal to one hundred percent (100%) of the contract price as security for the faithful performance of this Contract. The Conytractor' shall also furnish a separate surety bond in an amount at least equal to one hundred percent (100%) of the contract price as security for the payment of all persons for furnishing materials, provisions, provende , or other supplies, used in, upon, for or about the perfortm3r�ce of the work contracted to be dame, or for performing any work or labor thereon of any kind, and for the payment of amounts due under the Unemployment Insurance Code with respect to such work or labor in connection wiz`n this Contract, and for the payment of a reasonable attorney's fee to be freed by th-i court in case suit is ant upon the bond. 18. INSURANCE. The Contractor shall not conmle•1'nce work under this Contract until he has obtained all insurance required by the City, nor shall the Contractor allow any subcontractor to commence work on his subcontract until all similar insurance required of the subcontractor has been so obtained and approved. The Contractor shall furnish the City with satisfactory proof of the carriage of insurance required, and there shall be a specific contractual liability endorsement extending the Oontrac.-tor's coverage to include the contractual liability assumed by the Contractor pursuant to this ConUact and particularly Paragraph 19 hereof. Any policy of insurance required of the Contractor under this contract shall also contain an endorsement providing that thirty (30) days' notice must be given in writing to the City of any pending change in the limits of liability or of any cancellation or modification of the policy. (a) WORKER'S COMPENSATION INSURANCE AND EMPLOYER'S LIABILITY INSURANCE. The Conntracte r small take out and maintain during the life of this Contract Worker's Compensation Insurance and Employer's Liability Insurance for all of his employees employee at the site of the project and, in case any work is sublet, the contractor smell require the subcontractor similarly to provide Worker's Compensation Insurance and Employer's Liability Insurance for all of the latter's employees unless such employees are covered by the protection afforded by the Om*ractmr. In signing this Contract the Contractor makes the following certification, required by Section 1861 of the Labor code: "I am aware of the provisions of Section 3700 of the Labe Code which require every employer to be insured against liability for worker's compensation or to undertake self insurance in accordance with the provisions of tt`ne Cade, and I will comply with such provisions before king the performance of the work of this contract". 5 b) LIABILITY INMRANCE. TO-a Contractor shall take out and maintain during the life of this Contract such Bodily Injury Liability and Property Damage Liability Insurance as shall protect him and any subcontractor perfaacmixng work covered by this Ocintract fr clam for property damage, includiml third-party Property damage, to include coverage on property in the care, custody and control of the Contractor, and also excluding what are ply known as the "X, C, and U" exclusions (having to do with blasting, collapse, and underground property damage), which may arise from Contractor's operations under this Contract, ether such operations be by himself or by any stA=mytractror or by anyone directly or indirectly employed by either of then and the amounts of such insurance shall be ads follows: Bodily Injury Liability Insurance in an amount not less than $500,000.00 for injuries, including accidental death, to arty one per Win, and subject to the same limit for each person, in an amount not less than $1,000,000.00 on account of one accident, and Property Damage Liability Insurance in an amount not less than $250,000.00. The City and its officers and employees, stall be named as additional insureds on any such policies of insurance, which shall also contain a provision that the insurance afforded thereby to the City, its officers and employees, shall by primary insurance to the full limits of liability of the policy and that if the City, or its officers and employees, have other insurance against a loss covered by such policy, such other i rmurance shall be excess insurance only. 19. Hom HARKLFSS. The Cm*ractnr will save, keep, and hold harmless the City and all officers, employees, and agents thereof from all damages, costs, or expenses, in law or in equity, that may at any time arise or be set up because of personal injury or damage to property sustained by any person; or persons by reason of, or in the course of the performance of said work, or by reason of any infringement or allaled infringement of the patent rights of any person or persons, firm or corporation in consequence of the use in, on, or about said work, of any article or material supplied or installed under this Contract. Notwithstanding the above, the Contractor shall wherever it is necessary keep and maintain at his sole cost and expense during the course of his operations under this Contract such warnings, signs, and barriers as may be required to protect the public. The provisions of the preceding sentence shall not ire any liability upon the City and are for the express benefit of the general public. 20. HOURS OF WGRK. Eight hours of labor during any one calendar day and forty hours of 1Wx during any Dane calendar week shall constitute the maximum hours of service upon all work doe hereunder, and it is expressly stipulated that no laborer, workman, or mechanic employed at any time by the contractor or by any subcontractor or under this Contract, upon the work or upon any part of the work contemplated by this Contract, shall be required or permitted to work thereon more than eight hours during any one calendar day and forty hours during any one calendar week, ow ept, as provided by Section 1815 of the Labor Code of the State of California, work porfarned by employees of Coaxtractcars in excess of eight hours per day and famoty hours daring any one week stall be permitted upon public work upon ration for all hours worked in excess of eight 6 hours per day at not less than one and one-half times the basic rate of pay. It is fir expressly stipulated that for each and every violation of Sections 1811-1815, inclusive, of the Labor Code of the State of California, all the provisions whereof are deed to be herein, the Contractor shall forfeit, as a penalty to the City, twenty-five dollars ($25.00) for each laborer, worker, or mechanic employed in the execution of this Contract by Contractor, or by any sulmmatzactcr under this Contract, for each calendar day during which said laborer, worker, or mechanic is required or permitted to work more than eight hours in any one calendar day and forty hours in any one calendar week in violation of the provisions of said sections of the Labor Code. The Contractor, and each subcontractor, shall keep an accurate record showing the names of and actual hours worked each calendar day and each calendar week by all laborers, workmen, and mechanics employed by him in connection with the work coxte plated by this Coact, which rexcl shall be open at all reasonable hours lot the inspection of the City of its officers or agents and to the Division of Labor Law of the Department of Industrial Relations of the State of California. 21. WAGE RATES. Pursuant to the Labor Code of the State of California, or local law thereto applicable, the City has ascertained the general prevailing rate of per them wages and rates for holidays and overtime in the locality in which this work is to be performed, for each cwaft, classification, or type of laborer, wa rkman, or mechanic needed to execute this Contract. The prevailing wages so detemmined are set forth in the Specifications and nee a part hereof. Neither the notice inviting bids nor this Contract shall constitute a representation of fact as to the prevailing sage rates Won which the Oantractor or any subcontractor under him may base any claim against the City. 1776. (a) Each Contractor and subcontractor shall keep an accurate payroll record, sIxwing the name, address, social security number, work classification, strdight time and overtime hours worked each day and week, and the actual per diem wage's paid to each jeurneynin, apprentice, worker, or other employee employed by him or her connection vith the public work. (b) The payroll records enumerated under sW.sdivision (a) shall be certified and shall be available for inspection a'- all reasonable hours at the principal office of the Contractcr on the following basis: (1) A certified copy of an employee's payroll record shall be made available for inspection or furnished to such employee or his or her authorized repr witative on request. (2) A certified copy of all payroll records enumerated in subdivision (a) shall be made available for inspection or furnished upon request to a representative of the body awarding the contract, the Division of Lrobor standards Enforcement ment and the Division of Apprenticeship Standards of the Department of Industrial Relations. (3) A certified copy of all payroll records enumerated in subdivision (a) shall be made available upon request to the public for inspection or copies thereof made, provided, however, that a request by the public shall be made through either the body awarding the contract, the Division of Apprenticeship Standards, or the Division of Labor 7 Standards Endorcement. Mw public shall not be given access to such records at the prier-ipal office of the Contractor. (c) Each Contractor shall file a certified copy of the reocmds entmerated in subdivision (a) with the entity that requested mxb rxards within ten (10) dabs after receipt of a written request. (d) Any copy of rids made available for inspection as copies and furnished upon request to thQ public or any ptiblic ac ency by the awarding bids, the Division of Apprenticesh.ip Standards or the Division of Labor Starxlar'ds Ehfcoerht shall be marked or obliterated in such a manner as to prevent disclosure of an individual's name, address and social security number. The name and address of the Contractor awarded t'hQ contract or performing the contract shall not be marked or obliterated. (e) The Contractor shall inform the body awarding the contract of the locations of the records wumeratsd under subdivision (a), including the sit address, city and county and shall, within five working days, provide a notice of a change of location and address. (f) In the event of r=xxnip i ance with the requires of this section, the Contractor shall have ter. (10) days in which to comply sutisequent to receipt of written notice specifying in what respects such Contractor must comply with this section. Should nclianoe still tie evident after such ten (10) day period, the Contractor shall, as a penalty to the state of political subdivision on whose behalf the contract is made or awarded, forfeit twenty-five dollars ($25.00) for each calendar day or portion thereof, for each worker, until strict camiplianoe is effectuated. Upon the request of the Division of Apprenticeship Standards or the Division of Labor :Standards Enforcement, such penalties shall be withheld from progress payments them due. (g) The body awarding the contract shall cause to be inserted in the contract stipulations to effectuate this section. such stipulations shall fix the responsibility for compliance with this section on the prime Contractor. (h) The director shall adopt rules consistent with the California Public Records Act, (Ch. 3.5 (mincing with Section 6250) of Div. 7, Title 1. Gov. Ch.) and the Information Practices Act of 1977, (Title 1.8 (ecmnaencing with Sec. 1798) Pt. 4, Div. 3, Civ. C.) governing the release of such records, including the establishownt of reasonable fees to be c'iarge d to ring copies of records ds required by this section. (Added by Stats. 1978, Ch. 1249) . 1775.5 Nothing in this chapter-shall ;prevent the employment of properly registered apprentices '4xn public work. Every such apprentice shall be paid the: standard wage paid to antiees under the regulations of the craft or trade at which he is employed, and shall be employed only at the work of the craft or trade to which he is registered- 8 only apprentices, as defined in Section 3077, who are in training under apprentioedup standards and written apprentice agreements under Chapter 4 (com encing with Section 3070) , Divisiun 3, of the Labor Code, are eligible to be employed on public works. The employment and training of each apprentice shall be in accordance witlri t'we provisions of the apprenticeship standards and apprentice agreements under which he is training. when the contractor to whom the contract is awarded by the State or any political subdivision, or any subcontractor under him, in performing any of the work under the contract or subcontract, employs workmen in any aioeable craft or trade, the Contractor and subcontractor shall apply to the joint apprenticeship committee administering the apprenticeship standards of the craft or trade in the area of the site or the public work for certificate approving the Contractor or subvontractbor under the apprenticeship standards for the employment and training of apprenticeships in the area or industry affected; provided, however, that the approval as established by the joint apprenticeship committee or om mittees shall be subject to the approval of the Administrator of F,pprentiosehip. The joint apprenticeship or ccmittees, subsequent to approving the subject contractor or subcontractor, shall arrange for the dispatch of apprentices to the Contract-or or subcontractor in order: to comply with this section. There shall be an affirmative duty upon the joint apprenticeship committee or committees administering the apprenticeship standards of the craft or trade in the area of the site of the public work to ensure equal employment and affirmative action in apprenticeship for women and minorities. Contractors or subcontractors shall not be required to submit individual applications for approval to local joint apprenticeship committees provided they are already covered by the local apprenticeship standards. The ratio of apprentices to job who shall be employed in the craft or trade on the public work may be the ratio :stipulated in the a"A- ntieeship standards under which the joint apprenticeship committee operates but in no case shall the ratio be less than one apprentice for each five journeymen, exist a-. otherwise provided in this section. The contractor or subcontractor, if he is covered by this section, upon the issuance of the approval certificate, or if be has been previously approved in such craft or trade, shall employ the number of apprentices or the ratio of apprentices to journeymen stipulated in the apprenticeship standards. Upon proper showing by the Ccntractor that he employs apprentices in such craft or trade in the state an all of this contract an an annual average of not less than one apprentice to each five journeymen, the Division of Apprenticeship Standards may grant a certificate exempting the Contractor for the 1-to-5 ratio as set forth in this section. This section shall not apply to contracts of general contractors involving less than thirty thousand ($30,000.00) or twenty (20) working days or to contracts of specialty contractors oat bidding for work tlwwgh a general or prime contractor, involving less than two thousand dollars ($2,000.00) or fewer than five (5) working days. "Apprenticegable craft or trade," as used in this section, shall mean a craft or trade dew as an apprentioeable occupation in accordance with rules and regulations prescribed by the Apprenticeship Council. The joint apprenticeship committee shall have the discretion to grant a 9 certificate, which shall be subject to the approval of the Administrator of Appventiceship, excepting a contractor from the 1-to--5 ratio set forth in this section cahein it firms that any one of the following conditions are meta (a) In the event unemployment for the previous three month period in such area exceeds an avers of IS percent, or (b) In the event the number of apprentices in training in such area exceeds a ratio of 1-to-5, or (c) If there is a showing that the apprentiosable craft or trade is replacing at least m-6- thirtieth of its journeymen annually through apprenticeship training, either (1) on a statewide basis, or (2) on a local basis. (d) If assignment of an apprentice to any work performed under a public works contract would crate a condition which would jeopardize his life or the life, safety, or property of fellow employees of the public at large if the specific task to which the apprentice is to be assignee'+ is of such a nature that training cannot be provided by a journeyman. When such exemptions are granted to an organization which represents Contractors in a specific trade from the 1 to 5 ratio on a local or statewide basis the member contract-.crs will not be required to submit individual applications for approval to local joint apprenticeship committees, pmAded they are already covered by the local apprenticeship standards. A Contractor to whom the cmtxact is awarded, or any sutccntractor under him, who, in performing any of the work, under the contract, employs journeymen or apprentices in any apprenntioeable craft or trade and who is not contributing to a fund or funds to administer and conduct the apprenticeship program in any such craft or trade in the area of the site of the public work, to which fund or funds other Contractors in the area of the site of the public work are contributing, shall contribute to the fund or funds in each craft or trade in which he employs journeymen or apprentices on the public work in the same amount or upon the same basis and in the same manner as the other CmTtractors do, but where the trust fund administrators are unable to accept such funds, Contractors not signatory to the trust agreement shall pay a like amount to the California Apprenticedhip Council. The Contractor or subcontractor may add the amount of such contributions in co putuig his bid for the contract. The Division of Labor Standards Enforcemit is authorized to enforce the payment of such contributions to the fund or funds as set forth in Section 227. The body awarding the contract shall cause to be inserted in the contract stipulations to effectuate this section. Such stipulations shall fix the responsibility of compliance with this section for all apprenticeable occupations with the prime Contractor. All decisions of the joint apprenticeship oommittee under this section are subject to the provisions of Section 3081. (Amended by Stats. 1976, Ch. 1179) 10 1777.6 It shall be unlawfu.'L for an employer of a labor union to refuse to accept otherwise qualified employees as registered apprentices an any public works, on the ground of the race, religious creed, color, national origin, ancestry, mac, or aAp, except as provided in motion 3077, of such employee. (Amended by Stat. 1976, Ch. 1179) 1777.7 (a) In the event a Contractor willfully fails to fly with the provision of Section 1777.5, such Contractor shall: (1) Be denied the right to bid on any public works fact for a period of one year from the date the determination of nanoonpliance is made by the Administrator of Apprenticeship; and (2) Forfeit as a civil penalty in the sum of fifty dolly ($50,00) for each calendar day of noncompliance. Notwithstanding the provision of Section 1727, upon receipt of such a determination the awarding body shall withhold from contract progress payments then due or to become due such sump. (b; Any such determination shall be issued after a full investigation, a fair and inpartial hearing, and reasonable notice thereof in —-rdance with reasonable rules and procedures prescribed by the California Apprenticeship Council. (c) Any funds withheld by the awarding body pursuant to this section shall be deposited in the general fund if the awarding body is a state entity, or in the equivalent fund of an awarding body if such awarding body is an entity other than the state. The interpretation and enforcement of Sections 1777.5 and 1777.7 shall be in accordance with the rules and procedures of the California Apprenticeship Council. (Amended by Stats. 1978, Ch, 1249) . It shall be mandatory upon the Contractor, and upon any subcontractor under him, to pay not less than the said specified rates to all laborers, w-xkmen, and mechanics employed in the execution of the Contract. It is further expressly stipulated that the Contractor shall, as a penalty to the City, forfeit twenty-five ($25.00) for each calendar day, or portion thereof, for each laborer, workman, or mechanic paid less than the stipulated prevailing rates for any work done under this Contract by him or by any subcontractor under work done under this Contract by him or by any suboant-ractor under him; and Contractor agrees to comply with all Provisions of Section 1775 of the Labor Code. In case it becomes necessary for the Contractor or any actor to employ on the project under this contract, any person in a trade or occupation (owept exerjutives, e;L er'vis ry, administrative, clerical, or other nan manual warkws as such) for which no minima wage rate is herein specified, the Contractor shall immiediately notify the City, who will promptly thereafter determine the Wevaili.ng rate for such additional trade or occupation and shall furnish the Contractor with the minim= rate based thereah. The minimum rate thus furnished shall be applicable as a minimum for such trade or occupation from the time of the initial employment of the person affected and during the continuance of such employment. 11 22. AC=ERr PRETFNr M. Precaution shall be exercised at all times for the protection of perscs (incluiing employees) and property. The safety provisions of applicable laws, building and lion codes shall be observed. Mlachinery, equip, and other hazards shall be guarded or eliminated in accordance with the safety provisions of the construction Safety Orders isswed by the Industrial Accident Cmui.ssian of the State of California. 23. PAYMEW. Payment will be made in accordance with the attached payment schedule. Tree City will mare partial payment to the Contractor on the basis of a duly certified approval estimate of the work performed and materials i.nvv-porated in the project, during the preceding calendar month, by the Contractor, but the City will retain ten percent (10%) of the amount of each of said estimates until the expiration of Thirty-five (35 ) days from the date of recording by the City of notice of acceptance of empletio n of all work covered by this Contract, if such notice be reomx%ed within ten days after the acceptance of completion of such Contract as evidenced by resolution of its governing body; or, if such notice be not so reed within ten days, until the expiration of ninety-five (95) days after the acceptance of completion of such work of inproveumit as evidenced by resolution of its governing body, at which time and not before, the City shall pay to the Contractor the whole of the remaining ten percent (10%) of said contract price so held back as provided; said certificates to be furnished by and obtained from the City's representative shall, before the last 1kiesday of each month, deliver said certificates under hand to tlx: City, or in lieu of such certificates, shall deliver to the Contractor, in writing, under his hand, a just and true reason for not issuing the certificates, including a statement of the defects, if any, to be remedied, to entitle the Contractor to the certificate of completion. In event of the failure of the City's representative to furnish and deliver said certificates or art of them or in lieu thereof, the writing aforesaid, within ten (10) days after the times aforesaid, and after written demand has been made upon him for the same, the Contractor may file demand with the City, and, in event said certificates are not furnished within ten (10) days thereafter, the same shall berme due and payable. In case the City's representative delivers the writing aforesaid. in lien of the certificates, then a compliance by the Contractor with the requirements of said wr_lting shall entitle the Contractor to the certificates. The payment of progress payments by the City shad1 not be construed as an absolute acceptance of the work done up to the time of such payments, but the entire work is to be subjected to the inspection and approval of the City, and subject to whatever inspection and approval may be required by law. 24;: PROTECTION OF PUBLIC Uri-a lEs. Mle City shall be bible as between the parties to this Contract only, for the removal, relocation, or protection of existing public utilities, if any, located on the site of constriction, but only if such public utilities are not identified by the City :n the Plans and specifications a part of the invitation for bids. The City shall easpensate the Contractor for costs incurred in 12 relocating or repairing dames to utility facilities not indicated in the Plans and Specifications, other than service laterals when the presence of such utilities on the omu tauction site can be inferred from the presence of such visible facilities as buildings, and meters and junction booces on, or adjacent to, the construction site. The Contractor shall not be assessed liquidated dankages for delay in ccupletiorn of the Contract project, as provided in Paragraph 27 below, when such delay is caused by the failure of the City, or other public utility, to provide for the removal or relocation of the existing utility facilities. If the Contractor while performing the Contract discovers utility facilities not identified by the City in the Contract plans and Specifications, the service laterals as hereinabove described, he shall immediately notify the city in writing. 25. COm2AcrowS RESPcNSIl3ILI'i'Y FuR = w=. The Contractor shall not be responsible for the cost of repairing or restoring damage to the work caused by an Act of God. NEVERMLESS, the Contractor shall, if 'Che insurance premiums a separate bid item, obtain the insurance to indemnify the City for any damage to the work caused by an Act of God. "Acts of God" shall include only the following occurrences or conditions and effects: earthquakes and tidal waves, when such occurrences or conditions and effects have been proclaimed a disaster or state of emergency by the Governor of the State of Califmua or by the President of the United states, or were of a magnitude at the site of the work sufficient to have caused a proclamation of disaster or state of emergency having occurred in a populated area. Subject to the foregoing, the: City shall not, in any way or manner, be answerable or suffer loss, damage, expense or liability for any loss or dam" that may happen to said building, work, or equ Me* or any part thereof, or in, on, or about the same during its construction and before acceptance. 26. COMPRACTOr IS GEMRANTEE. The Contractor unqualifiedly guarantees the first-class quality of all wor m anship and of all materials, apparatus, and equipment used or installed by him or by any subcontractor of supplier in the project which is the subject- of this Contract, unless a lesser quality is expressly authorized in the Plants and Specifications, in which event the am-itractor unqualifiedly guarantees such lesser quality; and that the work as performed by the Contractor will conform with the Plans and Specifications or any written authorized deviations therefrom. In case of any defect in work, materials, apparatus or equipment, whether latent or patent, revealed to the City within one (1) year of the date of acceptance of coupletion of this Contract by the City, the Contractor will 'orthwith remedy such defects without cost to the City. 27. LIQUIDATED DAMS. Time shall be of the essence of this Contract. If the Contractor fails to complete, widen the time fixed for such completion, the work hereinbeforre mentianaed and described and hereby om,itract'.ed to be done and performed, he shall became liable to the City for liquidated damages in the sum of THREE HUNDRED FIFTY DOLLARS AND NO/100 ($350.00) for each and every working day during which said work shall remain Meted beyond such time for eapleticn or unlawful extension thereof, which sum shall be presumed to be the amount of damage thereby sustained by the City since it would be irapracticable or extremely difficult to fix be deducted by the City from mo-eys due the Contractor hereunder, or his assigns and successors at the time of completion, and his sureties shall be liable to the City any excess. 28. ADDITIONAL PRWISIC NS. None 13 P. O. No. IN WITNESS WHEMF, the parties have executed this Cozvt act, in duplicate, the day and year first hereinaboive written. aM OF CUPERTIM Zrtofl Mayor:CityA ity Clerk: f Date/City Clerk: owiRkelm: MR PIPEW E 2347 DUNtd ko.t MAYWAU6 GA 4454-1 BUNNY CHANG �ENf Notary acknowledgment required. If a corporation, corporate seal and corporate teary acknvWYedgnent required. ; i STATE OF CALIFORNIA 0n this....°'��... .day of'.._ ,%1!�C%5'� in the year SS. /.. 9.i...... ...................... .before me, .......... COUNTY a Notary Public,State of California, duly licensed and sworn,personally appeared.................... ............. '04t1:v! .�r'... .r�l! ...................... ....t OFF10ALVEAL personally known to the(or proved to me on the basis of satisfactory evidence) OEBRA L. VALLER&A i NOTARY/USLIG to be the person who executed the within instrument as tJ.!4.0. ALAMEDA COUNTY or on behalf of the corporation therein named ane acknowledged to me that MY COMI. EXP. HOV. CALIFORNIA70a 19l7 such corporation executed the within instrument pursuant to its by-laws or a ' resolution of its board of directors. IN WITNESS WHEREOF I have hereunto set my hand and affixed my official seal in the.G/.Ty. r`.t//?f-.,, , ounty of.W.G 0.41 . Tfvs dooumem is only a general form which may oe proper tar use in simple .,,,,<?.t<�`.L,/��t"./,t✓(i9...... on the date et fort a ve in this certificate. eance o an am i e rro The ante..a e intense to act.a r a sueiher a for me �� eGvice d an aharoy.TM printer pose not make any warranty either express or implied as to the /LLI��,4/l�At_Lt'---iT"' wo vaaaay of any provisron or a+e sortabnrly,of these forms in any specdw transactwn Notary Public, 5tate of California Cowdery's Form No. 28—Acknowledgement to Notary Public— Corporation(C.C.Secs. 1190-1190.1)—(Rev. 1183) My commission expires e�/ZU 7� _ 1991 CAPrM DMPRUVE MENT PANT SCHEDERE CUT OFF DATE CHECK FdMEAS ' DATE F-U= 5;00 Ply! FRYDAY JANEMRY 11 JANEPM 25 FERRY 8 FESFUIRY 22 ` NAZI 8 MARCH 22 APRM 5 ARM 19 MAY 3 MAY 17 MAY 31 JUNE 14 JUNE 28 JULY 12 JULY 26 AUGUST 9 AUGUST 23 3EPi`IIABER 6 SEPTEMBER 20 OCIXSER 4 OCTOBER 18 DER 1 NOVEMBER 15 NOVEMBER 29 DECEMBER 13 DEXXXSER 27 15 BIDDERS PROPOSAL PAGE STEVENS CREEK STORM INTERCEPTOR PROJECT NO. 91-116 TO THE DIRECTOR OP PUBLIC WORKS CITY OP CUPERTINO 10300 TORRE AVENUE CUPERTINO, CA 95014 In compliance with the Plans, Specifications and/or Special Provisions for the constructing to completion the STEVENS CREEK STORM INTERCEPTOR at Imperial Avenue and Stevens Creek Boulevard, I, the undersigned, hereby declare that I have read the proposal requirements, visited the site, and examined all the above documents. I, the undersigned, hereby propose to do all work required to complete the project in accordance with the Plans, Specifications and/or Special Provisions for the prices set forth in the following schedule. I further understand that said prices include all costs including, but not limited to, local, state and federal taxes or transportation costs. I, the undersigned, also understand that the quantities shown below are estimates only, being given on a basis of comparison of bids, and that the City of Cupertino does not Mate that the actual amount of work will correspond but reserves the right to increase or delete the amount of any class or portion of the work or to omit items or portions of the work that may be deemed necessary by the Engineer. The City of Cupertino reserves the right to unilaterally determine and award the contract to any qualified bidder based on the most advan- tageous proposal, to reject any or all bids or to waive any irregu- larities in the bidding procedures. The work to be done consists of the furnishing of all labor, methods, processes, tools, machinery and materials required to construct to completion and in working usable order the STEVENS CREEK STORM INTERCEPTOR at Imperial Avenue and Stevens Creek Boulevard PROJECT NO. 91-116 as described in the contract documents. In the event of discrepancies between the written unit price and the numerical unit price, the written price shall prevail and shrill be used to calculate the total for that bid item. The bid prices for this project shall be as outlined on' the following pages. Bid Proposal Page 1 of 14 ESITUTEU OUMITIEE Item Est. Unit Description of Item Unit Total No, Otv_ Priem 1. 1 LS Mobilization S C�ipoo/LS S 55+C0c) Dollars per lump sum 2. 6705 LF Temporary Fence (Type CL-6) o;ONe S f /LP S ,67o5 _ Dollars per lineal foot 3. 1 LS Construction Area Signs Lwftisd Y r�aNro S IZ,o•n' /LS S 12, oog Dollars per lump sum 4. 71260 LF Temp. Pavement Delineation plve;- 5 5' /LP 36.36 Dollars per lineal foot 5. 150 SP Temp, Pavement Marking I P-Vmg� S IS' /SP S ZZ fl Dollars per square foot Bid Proposal Page 2 of 14 6. 10 EA Barricade (Type I) 246 S ►ov 1EA / oo� Dollars per each 7. 12 EA Traffic Cones EA o Dollars per each 8. 5845 LF Temporary Railing (Type R) ' /LF S Zs. zzt Dollars per lineal foot 9. 9 EA Adjust Frame and Cover to Grade twa N✓uynab � �. G►'1r S ZSC� /EA S L?so Dollars per each 10. 240 LF Remove and Replace Fence and Gates sdUOM rem'►,► . • S ►7 /LF S f pdb Dollars per linear foot 11. 3 EA Abandon Storm Drain Dollars per each Bid Proposal Page 3 of 14 12. 2.0 CY Remova Concrete Curb, Gutter Sidewalk e1V.,jtga4a r SaVe_wh c,.c.;- CY S 3�iO Dollars per cubic yard 13. 1.2 CY Remove Asphalt Concrete Driveway Two f:JA W!qRbb t �iA& $ Z <� /CY $ a3 4 D Dollars per cubic yard 14. 1 LS Clearing, Grubbing and Removal of Obstructions 2!t0 t- I;q,IA-M $ Zbeo /LS $ Z v op - Dollars! per lump sum 15. 30 CY Structure Excavation S /CY S ion Dollars per cubic yard 16. 1 LS Trench Shoring/Sheeting L f f-iWe'N .i,P•��? $ /'i Dou /LS $ Dollars per lump sum 17. 130 CY Class 2 Aggregate Base ref hr� S 14 /CY Dollars per cubic yard Bid Proposal Page 4 of 14 18. 30 CX Lean Concrete Base Dollars per cubic yard 19. 650 TON Asphalt Surfacing ems% rk�ProA-6ro ,S/Ob_ ITON Dollars per ton 20. 1450 TON Deep Lift Asphalt Base GC fg__/TON S T2. -5-0 0 Dollars per ton 21. 500 SP Interlocking Paving Stones Tom/ ASP a o Dollars per square foot 22. 6 EA Storm Manhole (up to 12' deep) htAIJ 02a S 3 100 /EA S 2y -b Dollars per each Bid Proposal Page 5 of 14 23. 5 EA Storm Manhole (12'-201 deep) �yrQ./J1� r'`C.,1dCxd 2 12 EA S 4C 00 b Dollars per each 24. 3 EA Storm Manhole (20'-28' deep) Ft&CF 1740 dated 4 S �TOOo /EA S 1,6�00,t Dollars per each 25. 2 EA Standard Caltrans Type GDO Inlet S /6o0 /EA S Z06 Dollars per each 26. 28 LF 120 RCP Foa rz, S QO /LF S O Dollars per linear foot 27. 12 LF 24° RCP fl K ty S Lo12 /LF ZZO Dollars per linear foot 28. 30 LF 300 RCP Dollars per linear foot Bid Proposal Page 6 of 14 29. 909 LF 42m RCP 'I�(D Vl c�hdr d c�n� Dollars per linear foot 2';L-) 30. 2379 LF 480 RCP n,o h"11 cared Curd ve, Au i ta,vc) 24 LF S Dollars per linear foot 31. 30 LF 480 CMP, 12 Ga. , ConC-Lined Dollars per linear foot 32. 8 LF 8" DIP Casing -rg&*g Z4.) /LF S 56 Dollars per linear foot 33. 8 LF 8" PVC xi rat Dollars per linear foot 34. 25 LF Concrete Curb & Gutter with 40 Cl. 2 AB Cushion I-EA2 Saltz ZQ-- LF �2QQ Dollars per linear foot Bid Proposal Page 7 of 14 35. 106 SF Concrete Sidewalk with 44 Cl. 2 AB cushion d S /SF Dollars per square foot 36. 600 SF Sacked Concrete Slope Protection UiN TIV LOwA- Sp Dollars per square foot 37. 215 LF Chain Link Fence 1:1 F7t-jz-Lj 1 !LF Dollars per linear foot 38. 10 LF Concrete Barrier [fall 5®o/LF S Dollars per linear foot 39. 3 EA Survey Monuments l o If�LvdRe� Eli ,S�.� Dollars per each Bid Proposal Page 8 of 14 40. 1 LS Replace Ped. Bridge Footing ,mot YM:!d-d*WQ S 10 Da®/LS $10. OOo Dollars per lump sum 41. 7100 LF Paint Traffic Stripe (2-coat) QdCL S r ,LF 7f Oa Dollars per linear foot 42. 700 SF Paint Pavement Marking (2-coat) YNdt S S /SF ,S Dollars per square foot 43. 150 EA Pavement Markers 67C 1-f A —/EA s Dollars per each 44. 4 EA Inductor Loop with Lead in Cable 'ri x / LVk,-'&W S E IS Dollars per each TOTAL BID PRICE aaes�tm��m�mtse�m�aamara�a Bid Proposal Page 9 of 14 r�KTA�T�i!y',rtt�Cr�EN�_/►i�,ec�ETT,g� ACKNOWLEDGMENT BY SURETY , PiW1Ai11`"�Li� n '_•• �iY(��Qi#1Y� ST:.)F OF CF1LtFO(1iJ1l t:ouiity „t .----._San Francisco __--- _.---- � .� •f on ttits 29th day or _ ivy__. — _ in the year 1991 before me Kathleen Basnett _ _.- notary Public personally appearea Katherine Tiberi _ pers,,�nally known to mo for proved to riu, on the nasis of satisfactory evide•nccf to be the person whose name is subscribed to this instrument as the attorney-in-Fact and acknowledged to me that he (she) suu,cribed the name of afeeo Insurance Company of_An_erirsa_ thereto as Surety and his (her) own name as Attorney-in-Fact. IN WITrdESS WHEREOF. I have hereunto set my hand grid affixed my Official Seal. at my office in the aforesaid County.the day and year in this certificate first above wntt-ii. —' Notary Public ti it SAFECO INSURANCE C041APANY OF AMERICA GENERAL INSURANCE COMPANY OF AMEBIC$ FIRST NATIONAL INSURANCE COMPANY SAMCO OF AMERICA HOME OFFICE:SAFECO PLAZA SEATTLE.WASHINGTON 98185 BID BOND Approved by T1to Amwiesn Irotittne of ARh;tc A.I.A.Gocunant No.A•3101Fe6.1970 Ediuon) KNOW ALL BY THESE PRESENTS.That we, M.J.B. Pipeline, Inc. as Principal,hereinafter called the Principal, and the SAFECO INSURANCE COMPANY OF AMERICA, of Seattle,Washington,a corporation duty organized under the laws of the State of Washington,as Surety,hereinafter called the Surety,are held and firmly bound unto i City of Cupertino as Obligee,hereinafter called the Obliget, in the sum of Ten Percent of Amount Bid . Dollars fig— 10% J.for the payment of which sum well and truly to be made,the said Principal and the said Surety.bind ourselves,our heirs,executors,administrators,successors and assigns,jointly and severally,firrdy by these presents. WHEREAS.the Principal has submitted a bid for Stevens Creek Storm Interceptor SPRR to Stevens Creek NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid,and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material fumished in the prosecution thereof,or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid,then this obligation shall be null and void,otherwise to remain in full force and effect. Signed and sealed this 29th day of July :9 91 M.J.B. Pipeline, Inc. Seal) _? Principal Witness I/1 C I?k ter f/0 Title SAFECO INSURANCE COMP OF AMERICA Witness lily `f - Kitherine Tiberi, Attorney•in•Fact POWER SAFECO INSURANCE COMPANY OF AMERICA HOME OFF!CE SAFECO PLAZA OF ATTORNEY SAFECO SEATTLE.WASHINGTON 9R105 7O No. 93R"1 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA, a Washington corporation,does hereby appoint ---------KATHERINE T1BERI; MICHAEL B. hIcGOWAN; San Francisco, California------------ itstrue and lawful attorneys►-in-fact, with full authority to execute on behalf of the company fidelity and surety bonds or undertakings and other documents of a similar character issued by the company in the course of its business. and to bind SAFECO INSURANCE COMPANY OF AMERICA thereby as fully as if Such instruments had been duiy executed by Its regularly elected officers at its home office. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA has executed and attested these presents this 4Lh _day of February CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA: "Article V, Section 13. — FIDELITY AND SURETY PONDS . . . the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations,shall each have authority to appoint individuals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business. . On any instrument making or evidencing such appointment,the signatures may be affixed by facsimile.On any instrument conferring such authority or on any bond or undertaking of the company,the seal,or a facsimile thereof,may be impressed of affixed or in any other manner reproduced; provided, however, that the seat shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V, Section 13 of the By-Laws. and (III A copy of the power ;if-attorney appointment,executed pursuant thereto, and (iii) Certifying that said power-of-attorney appointment ism full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof 1, Boh A Dickey. Secretary of SAFECO INSURANCE-COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of this corporation,and of a Power of Attorney Issued pursuant thereto,are true and correct, and that both the By-Laws,the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation this _ 29th day of �UIY 19 91 PRINTED IN U S A I, the undersigned aqr' that if this proposal is accepted, I will enter into a contract with the city of Cupertino to provide all necessary machinery, tools, apparatus, and other means of lion and to do all the work specified in the contract in the manner and time specified. I, the urndersigned declare that this bid is made without connection with any person, firm, or corporation making a bid for the same work, and is in all rests fair, and without collusion or fraud. I, the undersigned re=gniae that the Director of Public Works of the City of Cupertino will reserve the riot to establish the priority of one job over another and each starting date where conflict of construction schedules occur. Attached hereto is the required certified check or bid bond in the amount of $ 10 No c j $op , as required by law and the Notice to Bidders (10% of bid amount) BID PROPOSAL PAGE 10 of 14 A. BID DOCLNNM, Continued BIMER QEMUFIC ATION FCC! In further ompliance with the specifications furnished, the undersigned submits the following statements as to his experience and to his qualifications as a part of this proposal, and the truthfulness and utterance of the information is hereby guaranteed. (1) Now many years has your organization been in business under its present name? IS- (2) How many years experience in work oaparable with that required under the proposed contract has your wganization had by this or any other name?J5- (3) Contractor's License No. 'I /(o? ,?C) State of California, Classification E)Viration Date 1 p-2(-/l (4) List work similar in character to that required in the Proposed contract which yaw organization or personnel in your organization has completed within the past 3 years. Year Class, Location of Work and for Whom Performed Contract Amount ,f!eV' L i BID PRXIOSAL, PAGE 11 OF 14 k N.J.B. PIPELINE, INC. JOB INFORMATION SUMPARY FOR JOBS IN EXCESS OF 140000 S14EE 11119 M.J.B. OWNER/ GENERAL JOB CONTFACT — DESCRLP I iQIsL abn►wt 8904 SIANFORD UNIVERSITY MIA VEST CAMPUS INFRASTRUCTURE $2,421,320 PALO ALTO, CA 90)., b w ` ci P.O. BOX 520 PLEASANTON, CA PLEASANTON, CA 94566 CONTACT: SUSAN P,OSSI 415-484-8033 ^ w� 9918 CITY OF VACAYILLE MIA RECONSTRUCTION OF DOWNTOWN 6?95,94' 650 MERCHANT ST VACAVILLE WATERMAINS r�1 CONTACT: BILL GARRISON 415-449-5170 992: SIGhAT!tkE PG T'Ek;IcS NIAIc TRACT 59:13-STFAIft1F.D PARK PLEASANTON, CA 94566 KI "� CaWt"CT fi J NENDRICYS a15.�63 U:" nCORPORATION1 T N$AND PARKL �n� 10 WIN DOLPHIN DR. 11) TWIN DOLPHIN DR. BELMONT, CA SUITE 9250 SUITE 3270 REDWOOD CITY, CA 9Au65 REDWOOD riFY, CA 9ADh-i !.tl CONTACT: MELfUD? GEORGE 415-593-3355 0 � 9944 BEAR. FOREST PROPERTIES N/A SUBDIVISION 7145 & 7251 1464,845 ryi?n 6LEE1 COTE 9OAD AmIltiCll. ra _ VALLEjo, CA 14591 £_� rjVl.*^T• ra440 CC :+,C1 414-27iI-i;5-A M.J.B. PIPELINE, INC. JOB INFORMATION SUMMARY FOR JOBS IN EICESS OF $400,000 SINCE 1/1189 M.J.B. ONNER/ GENERAL JOB CONTRACT in 8 AGENCI --CflkTRACInR - DESCRIpTl9N AMMINT s 4550 FREMONT BLVD. P.O. BOI 14140 . FREMONT, CA FREMONT, CA 94538 FREMONT, CA ?4514-147` CONTACT: TONY BAN 415-438-9071 S 9007 SKY VALLEY LTD PARTNERSHIP All INC. SKY VALLEY PHASE 1 $4,465,431 1730 GILBP.ETH RD. 1730 GILBRETH PC,. VALLEJO, CA tpilot Imsadc CA 94010 gmg s c g a n�, s — s CONTACT: RIVE EASLEY 701-,;48-1527 ,012 HARBOR BAY VILLAGE FIVE GALLAGHER & BURKE TRACT 6111-COLUMBIA ST. CONSTRUCTION $722,015 R MEDA, CA 94501 OAKLAND, CA 94601 9 T. l'WES -2 1-r146A F < 204 Y OF FRfiMOMI P„W11OL D- I I 1°^ t 39700 CIVIC CENTER DRIVE FREMONT, CA E FREMONT, CA 94330 CONTACT: RAY NENMAN 415-790-6701 < L 9018 CAL TRANS BAY CITIES PAVING & GRADING ASHBY AVE 'd fi 1825,045 P.B. 80E 323 5124 HUNINGTUN AVE BERKELEY, CA CONTACT: EMILE JINAN 415-233-0405 CONTACT: SIEVE CA+,r:LL 411- 4-7b!I 9022 MARINA LAKES JOINT VE=RE GRA4C05P MARINA LAKES - TRACT 7508,LOT 11 & 12 $544,536 ' I.B®Tc&AMR EVAR5 astTF 1 OU19 M(1RT1} I AVF DRIVF RIUM-1 n CA I ORIM "A. CA 94563 DUB!IN, CA 94568 it : A. BID DOCC.LS WT'S, Continued Name of Proposed Sab-Contractors, if any ® (Sect ion 4104, Goverr ment Code) 1. Cl U L---C-'.i (7-- 2. (�'j r 3. 4. 5. 6. Address if Shop or Office of Sub-Contractors (Section 4104, Government Code) 3. /�, lire,✓ 4. 5. 6. Work to be Performed by Sub-Contractors (Section 4104, Goverranent Code) 3. 4. 5. - BID PROPOSAL PAGE 12 OF 14 A. BID DOCUMMM, Contimied IF YOU APE AN IAIDYVIDUAL, 9D SUM. IF YOU ARE A FIRM OR CO-PARMstsW, SME THE FIRM NAME AND LIST T*M NMES OF ALL IMIVIDUAL CO-P IDG THE FIM. IF A CCEMORMON, SrM LMAL NAME OF CN, A LSO, NANM OF PRESSIDENT, SEIMEMMY-TREASUMM AND MANAGER. TM OMWMWE SEAL M W BE AFFIX. 'III DUDIWMCN CWrAINED IN THIS BID IS Bffi4G MADE UNDER PENALTIf OF PERJURY. TYPE OF BUSINESS: Individual: O�-Partrip C=poration Ik J 13 Al LF' Joint Venture other (Describe) Name and Signature of Bidder: 13e/ey C (AA111 C, (Print) (Signature) Address (Both mailing and location addresses) : 120 13ex t ti L rye T t'Ve)j M 54zi—T7 Z 3 U IL U y sL P) Mg fL#V r" 43-0_T,- Telephone Number: Date: Addendas Received: ® 2 3 4 5 BID PROPOSAL PAGE 13 OF 14 s . A NMICOLLUSION A C.t yAyy,r 10 BE EXEC iED BY BIDDER AND SUBMI= WMN BID State of California SS, county of A Lo.-v-,%: 9A e3 u u N-r C c-k33) being first duly swom, deposes and says that he wr-c is v A2, -r i t?c'u i of *1 J-s3 r-7//oc- C,,yt the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine =:rd not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly oolluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; ,:hat the bidder has not in any manner, directly or indirectly, sought by agreement, vamou-dcation, or conference with anyone to f ix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interest in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any kxpakdown thereof, or the contents thereof, or divulged information or data relative thereto, or pa4ld, and will not pay, any fee to any coaporation, partnership, caTany association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Name and Signature of Bidder: ay�JV y C l� i� rJC� (Print) / (Suture) J— Date: 0t-(v- q 1 BID PROPOSAL PAGE 14 OF 14 STATE OF CALIFORNIA On this 3rd day of .S.eptember in the rear Alameda y ' .1991 before me COUNTY OF— Debra L Valle-rga c,iti*ntary Public,State ot'California, duly licensed and sworn,personally appeared.. .... . ................. ... .. Buriny Chang personally known to me(err proved to me on the basis of'satisfactory evidence) �Y••. OFFICIAL HAL to be the pers,;n who executed the within instrument as�.iC.e. .Pr.esideat... a a DEBRA L. VALLERGA NOTARY PUBLIC-CALIFORNIA or on behal`. of the corporation therein named and acknowledged to me that ALAMEDA COUNTY such corporation executed the within instrument pursuant to its by-laws or a MY COMM. EXP. NOV. 20, 1992 resolution of its board of dirttctors. IN WITNESS WHEREOF I have hereunto set my hand and affixed City of Hayward Al mieda my otficral seal In the,.:.. ...................County of...:.'.:............. This accument is oni a enew form v.hicn me o Y orooer for use in simole V a I4 f or rI..t.a ' L ativ�ceofan enornevo ay or is notmaKeen warrant o.tlue loreae nnmoi�ed as rem ,, the dates forty�1.10Y,@ this certificate. vanaacuons ens m no wa ass,or a intenaea to ad as a suoamme for me �(//J v)' 10go(validity of any orowuon or the suaatAily of these forms�n any soecdic transa-aon A �- eye Notary Public, State of California Cowdery's Form No. 28— Acknowledgement to Notary Public— 1.1/2(1/�)l. Corporation (C. C. Seca. 1190-1190.1)—(Rev. 1-83) My commission expires rjllitE@fIIEP..4fpppapa911ppeeH4�.grey;RIB^41III Its al Bills N Sr qL ACKNOWLEDGMENT BY SURETYVT Til"U'll f STATE OF CALIFORNIA _ San Francisco y ss "0,V C n acs cn ti ;s du; r, t992 County of IIsEIIIt I Msa7atatoSltuia:a ii6i„6aiiYttAtNitJttlttl® on this _ 3rd day of September ,in the year i991 before me Katherine Tiberi Notary Public personally ap eared Kathreen Earle personally known to me (or proved to me on the basis of satisfactory evidence)to be the person whose name is subscribed to this instrument as the Attorney-in-Fact and acknowledged to me that he (she) subscribed the name of Safeco Insurance Company of Ameri a thereto as Surety ind his (her) qwn name as Attorney-in-Fact. t IN WITNESS WHEREOF, i have hereunto set my hand and affixed my Official Seal, at my office in Vieaforesaid County,thedayand year in this certificate first above written, Notary Public Executed in Duplicate Bond No. 5671679 FAIT111'U1. PERFORMANCE BOND Premium: $11 ,558.00 KNOW ALL :11::i BY THESE PRESENTS: I`f(Al' WI , Him PIPELINE its Principal and Safeco Insurance Company of America as Surety .Lre held and firmly butuul unto the City of Cupertino, State of California, in thv. sum t,f One Million Two Hundred Twenty Six Thousand Twenty S No/10A,llars ($ 1,226,020.00 ) lawful money of the United States, for the payment of which will and truly to be u;ade, we bind ourselves, our heirs, executors, ;ucco.ssors .and assigns, _jointly :rnd severally, firmly by these presents. THE CONDITION of the above ubligation is such that, WHEREAS, the Principal has entered into a contract dated with the Obligee to do and perform the fu flowing work to-wit: STEVENS CREEK STORM INTERCEPTOR SPRR TO STEVENS CREEK - PROJECT NO. 91-116. NOW, THEREFORE, if the said Principal shall well and truly perform the work contracted to be performed under said contract, then this obligation shall be void; othe naise to remain in full force and effect. IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety this 3rd day of September 19 91 (To be signed by Principal ® and Surety and acknowledgment.) M J B Pipeline Principal Safeco Insurance Company of America Surety By Attorney-in-Fact Kathleen Earle, Attorney-in-Fact The above bond is acce;.ted and approved this day of 19_ s Executed in Duplicate Bond No. 5671679 LABOR AND MATERIAL BOND Premium Included in Performance Bond KNOW ALL MEN BY THESE PRESENT: WHEREAS, the City of Cupertino, State of California, and MJB PIPELINtE Hereinafter designated as "Principal" have entered into or are about to enter into a contract providing for the installation, construction, and erection by Principal of certain improvements more particularly described in said contract; and incorporated herein by reference. WHEREAS, said Principal is required to furnish a bend in connection with said contract, providing that if said Principal, or any of his or its sub- contractors, shall fail to pay for any materials, provisions, provender or other supplies or teams used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, the Surety on said bond shall pay the same to the extent hereinafter set forth; NOW, THEREFORE, we, the Principal, and Safeco Insurance Company of America as Surety, firmly bind ourselves, our executors, administrators, successors and assigns, jointly and severally, unto the City of Cupertino, and any and all materialmen, persons, companies, or corporations furnishing materials, provisions, provender or other supplies used in, upon, for or abut the perfor- mance of the aforesaid work contracted to be executed or performed under the contract hereinabove mentioned, and incorporated herein by reference, and all persons, companies or corporations lending or hiring teams, implements or machinery, for or contributing to said work to be done, and all persons who perform work or labor upon the same, and all persons who supply both work and materials, whose claim has not been paid by Principal or by any other person, in the just and full sum of One Million Two Hundred Twenty Six Thousand Twenty and No/100----------------------------------------------------- --------------------------------------------------($ 12-26,020.00 ) . THE CONDITION OF THIS OBLIGATION IS SUCH THAT if said Principal, his or its subcontractors, heirs, executors, administrators, successors or assigns, shall fail to pay for any materials, provisions, provender or other supplies or teams used in, upon, for or about the performance of the work contracted to be done, or for any work or labor thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor, or any and all damages arising under the o;-lginal contract, then said Surety will pay the same and also will pay in case suit is brought upon this bond, such reasonable attorney's fee as shall be fixed by the court. This bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file claims under Section 1184. 1 of the Code of Civil Procedure, so as to give a right of action to them or their assigns in any suit brought upon this bond. d STATE OF CALIFORNIA On this...3r................day of—.....Sept... e . .mber. .......... ..... in the year ss. .. . before me, COUNTY OF..Alameda ....... .. ... Debra L. Vall,erga .. a Notary Public,State of California, duly licensed and sworn,personally appeared.................... ............. Bunny_.Chang.... ,. personally known to me (or proved to me on the basis of satisfactory evidence) OffIC1AL'SEAI to be the person who executed the within instrument as Y.ic.e.P.resident.. m NOTARAPuB�C-CALIFORMA or on hehalf of the corporation therein named and acknowledged to me that ALAMEDA COUNTY such corporation executed the within instrument.pursuant to its by-laws or a MY COMM. EXP. NOV. 20. 1992 resolution of its board of directors. ' IN WI'FNESS WHEREOF I have hereunto set my hand and affixed my official seal in the.City, of -Hayward,.., ,County of.:A�pgte.da This tloa.meni, ly age,¢at to-which mayhep a s ns. p �Cal.ilornia ,on the daf}�f�- Set forth aM in this certificate. Itansal'tlonS AM G way"ricisme G 5 1¢nlled to aC.a5 a S h t t Ie to e - ,I tk 0�n1C '1Ge UI n - n v tV Ih c� S � t 1 Cd dt r'I n /t l!./ -j� loyal,al tl ly Ut any plovs Gn n th-SU Ia011 ty of Ihece I.> s In:Inv 51� r Ia.S..t.,ICn {-t`.� Cowderys Form No. 28— Acknowledgement to Nt'ttttr- Notary Public, State of California E ti� Public -- 1 l/Z0/91 Corporation(C.C. Secs. 1190-1190. ---lRuv. '1 S3) A1y commission e::pires �QSQ8000QQQQQ)6iQ!lOCtd9:'Ff��si53tlQtQ,l4}!!!!!9QQ1!OQFIit� CEAL ACKNOWLEDGMENT BY SURETY 1 ti C.;7v Of Ml FRAM;ISCO STATE OF CALIFORNIA ss M y Cemniiss:az Expires Aug.q,1992 3 County of ._ San Francisco agill AlIZI61122H,72111414 1,i,!!QilLaOffQeftQeQUQU1000Q1� on this 3rd day of September in the year 1991 before me Katherine Tiberi Notary Public personally appeared ---- Kathleen Earle personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name is subscribed to this instrument as the Attorney-in-Fact and acknowledged to me that he: (she) subscribed the name of Safeco Insurance_Company of America thereto as Surety and his (her) own name as Attorney-in-Fact. IN"ITNESS WHEREOF, I have hereunto set my hand and affixed my Official Seal, at my office in the aforesaid County,the day and year in t`us certificate first above written. Notary Public e Labor and Material Bond Page And the said Surety, for value received, hereby stipulates, and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alter- ation or addition to the terms of the contract or to the work or to the speci- fications. IN 'WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety this 3rd day of September , 19 91 M J B Pipeline (To be signed by Principal Principal and Surety. Notary By acknowledgments required.) Safeco Insurance C any gf Aulerica Surety By;, � Attorney-in-Fact Kathleen Earle, Attorney-in-Fact The above bond is accepted and approved this day of 19 0 6/17/85 s , POWER SAFECO INSURANCE COMPANY OF AMERICA OF ATTORNEY HOME OFFICE SAFECO PLAZA SEATTLE.WASHINGTON 98185 SAFECO 9042 No. KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA, a Washington corporation,does hereby appoint --STEVE PASSERINE; HARRY F. CLIFFORD, III; KAT14LEEN EARLE, San Francisco, California-- its true and lawful attorneys)-in-fact, with full authority to execute on behalf of the company fidelity and surety bonds or undertakings and other documents of a similar character issued by the company in the course of its business, and to bind SAFECO INSURANCE COMPANY OF AMERICA thereby as fully as if such instruments had been duly executed by its regularly elected officers at its home office. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA has executed and attested these presents this _ 7th day of _ November va 19_-$9.. CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA: "Article V, Section 13. — FIDELITY AND SURETY BONDS . . . the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations,shall each have authority to appoint individuals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business. . .On any instrument making or evidencing such appointment,the signatures may be affixed by facsimile.On any instrument conferring such authority or on any bond or undertaking of the company,the seal,or a facsimile thereof, may be impressed or affixed or in any other marner reproduced, provided, however, that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V, Section 13 of the By-Laws, and ,ii) A copy of the power-of-attorney appointment, executed pursuant thereto,and (ih) Certifying that said power-of-attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." i, Boh A, Dickey, Secretary of SAFECO INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By-Laves and of a Resolution of the Board of Directors of this corporation, and of a Pow--r of Attorney issued pursuant thereto,are true and correct,and that both the By-Laws,the Resolution and the Power of Att-)rney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation this 3rd day of September__ 19. 91 S 1.100 R5 3 8R PRINTED IN U S A r CITY OF CUPERTINO INTERDEPARTMENTAL Date SEPT. 25, 1991 To CITY CLERK From PUBLIC WORKS--SUMI CI Information MESSAGE: STEVENS CREEK STORM INTERCEPTOR (CC, 8/20/91) CI Implement PROJECT 91-116 CI Investigate CJ Discuss 1. THREE SETS OF CONTRACT FOR PROCESSING. 1=1 See me 2. ONE COPY EACH FAITHFUL PERFORMANCE BOND AND Reply _ LABOR AND MATERIAL BOND. SM .Tma«u = Reply: _ - CONTRACTOR: MJB PIPELINE _ 2347 DOWN ROAD -7�7 .na �FS g i 5 'Citil •W Fi1CUj — 'iJ SIGNED: DATE Send parts 1 and 2; retain part 3 for follow-up; part 2 to be returned with reply Dear Certificate Holder: We are pleased to provide the attached Certificate(s) of Insurance. You may find that tthi. Certificate(s) does not comply with all of the terms and conditions of your contract due to the insurance carrier's restrictions under their policy form. If you should have any questions, please feel free to contact the undersigned. Curtis Day & Co. 50 Fremont St. , #300 --Sandza Essex, Account Executive San Francisco, CA 94105 (415) 343-3140 CDC 005aa 9/88 ,:.ANOWL _ ......... ..:.... -.:..,.;..,w:.a,...,,..,`.-.:,..:..;. ::.,.:........i. .S:...>.....,.,,. Yaw v:".>v:: .. �:.;:t..:::;:;.::;:':•:.�:•:::;:.:..:. V THIS CERTIFICATE IS ISSUED AS AMAT TER OF INFORMATION ONLY AND CONFERS Curtis Day & Company NORIGHTS UPON THE CERTIFICATE HOLDER.THISCERDFICATE DOESNOT AMEND. EXTEND OR ALTER .HE COVERAGE AFFORDED BY THE POLICIES BELOW 50 Fremont St. , Suits *300 San Francisco, CA 94105 COMPANIES AFFORDING COVERAGE 415-543-3140 CC'PANY 006E tns.000E LETTER A Northbrook Property & Ca ua I t 0380430 COMPANY LETTER IINSURED MJB Pipeline, Inc. COMPANY LETTER C P.O. Box 192 Mt. Eden COMPANYLETTER D CA 94557 COMPANY LETTER E 777 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMFD A30VE FOR THE POLICY PERIOD INDICATED.NOT WITHSTANDING ANY REOUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LMITS SHOWNMAY HAVE BEEN REDUCED BY PAID CLAMS. CO TYPE OF INMANCE POLICY NUMBER POLICV E"EOTIYE POLICY EXPIRATtOIA ALL LIMBS IN THOUSANDS LT6 DAM(MM/DD/YY) OATE(MM/DD/YY) ZIEWILLIABILITY GENERAL AGGREGATE S COMMERCIAL GENERAL LIABILITY PRODUCTS•CORP/OPS AGGREGATE $ CLANS MADE F -1 OCCUR. PERSONAL & ADVERTISING INJURY S OWNER'S A CONTRACTOR'S PROT EACH OCCURRENCE S FIRE DAMAGE (Arty one fire) 1 MEDICAL EXPENSE(Any are person) S AUTOM013 LE LIABILITY SINE S ANY AUTO LIMIT ALL. OWNED WTOS INJURY t SCH=DULErj AUTOS (Per Pers-) HIRED AUTOS INJURY t NON-OWNED AUTOS (Per accident GARAGE LIABILITY PROPERTY DAMAGE S EXCESS LIABILITY OCCURRENCE t S OTHER THAN UMBRELLA FORM WORM'S COMPENSATION '' STATUTORY ' S AND 1000 (EACH ACCIDENT) A WC0600164 4/01f91 4/01/92 t 1000 (DISEASE-POLIcvuMIT) EMPLOVEW LIABLRtl 1000 (DISEASE•E.ACH EMPLOYEE) OTHER ` DI:SORIpTION OF OPFJRATIONSLOOATIONSPJMICLEWWECIAL ITEMS RE: Stevens Crook Storm Interceptor V,. ... . AN DBEFORE MTH ,., EF.,T..x:..ABOVE .:. YRI•� "POLICIES"�• BE CANCELLED SHOULD ANY OF HE BO EyDESC DESCRIBED EXPIRATION DATE THEREOF. THE ISSUING COMPANY WILL frd9E9R-38 MAIL 30 DAVSWRITTENNOTICETOTHECERTIFICATEHOLDERNAMEDTOTHE CITY OF CUPERT 1 NO LEFT. 2W9AJL4"L fR 10300 Torre Avenue Cupertino. California 95014 .,. AUTHCROW REPRESI M MANE : 143430000 CdPIC= 9F naMUMM The Nationwide insurance company indicated below certifies that the insurance afforded by this policy mumbred and described below is in force as the effective date of this certificate. This Certificate of Insurance does not end, extend, or otherwise alter the '1�erms and Conditions of insurance coverage contained in any policy or policies numbered and described below. Certificate Holder's Name and ass: Insured's Name and Address: CITY OF CUPERTIM M.J.B. Psi IM, INC. 10300 TORRE AVE. P.O. BOX 192 CUPERTIM, CA 95014 MT. EDEN, CA 94557 ATTN: *Insurance in force only for hazards indicate .in "X" d tg['TM SCEROME rcffzcr GENERAL LIABILITY Limits at Inception* ' [X] Premises-Operations i �� Aggregate* $2,000,000 I[X] Products-Ccopleted 1174- i i ',Products Camp./Ops. Operations IPR505033-0004' 4/01/91 ' 4/01/92 lAggregate* $2,000,000' [X] Personal and Advertising Injury ; i i icy One ��o'g• $2,000,000' 'Each Occurrence $2,000,0001, X Medical Expense ' ' ' One Person $ 5,000' [X] Fire Damage al ' i i ',Any One Fire $ 50,000' 1 1 ' j AUIMBILE LIABILITY 'Bodily Injury OCCURRENCE [X] Comprehensive Forri 1174- ' (Each Person) ;(X) Owned ';RA505033-0001; 4/01/93. ' 4/01/92 (Each Accident) ; 1 I I e 1 Property Da�I1aL� 1 [X] Hired i i i ' (Each Accident) ' ' [X] Non-Owned i i i 'Combined Single + ;Limit $2,000,00o; EXCESS IJMIIXiy ,74- ' [X] Umbrella Form ICU505033-0003; 4/01/91 ; 4/01/92 ;Each Occurrence $4,000,000 'Aqgp2gat2 $4,000,000' STAMTORY LIMtT3 ; 'Bodily Injury ; e [ ] Workers Compensation i i i Ilby Accident Each Accident; ' and 'Bodily Injury i[ ] �l�' Liability ' ; ! ' Disease Policy Lisrcit ; 'Bodily Injury ' b5r Disease Each EtnPloYee' I [ ] Other: Should arty of the above described policies be cancelled before the expiration date thereof, they insurance company will mail 30 days written notice (10 days in case of nonpayment of premium) to the certificate holder, but failure to 'mail such notice shall impose no obligation or liability of any kind upon the company. r Description of Operations/Locations • AL Vehicles/Restrictions/Special Items Curtis . PAiss #20 9 RE: STEVENS CREEK MR14 INTERMYR R MDVM INSURRICR SAW N�0( MOR MMML FIM Date certificate Issued% 8-30-91 NW= FROPERTr JM CASE 115URANCE CMAMF Countersigned at: So. San Francisco, CA Calm us, Chio f POLICY NUMBER: 74 PR505033-0004 COMMERCIAL GENERAL, LIABILITY INSURED: M J B PIPELINE, INC . THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL, INSURED -- OWNERS, LESSEES OR CONTRACTORS (FORK B) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART. SCHEDULE Name of Person or Organization: CITY OF CUPERTINO IT'S OFFICERS AND EMPLOYEES. WHO IS AN INSURED (Section II ) is amended to include as an insured the Person or Organization in the Schedule, but this insurance with respect to such Persons or Organizations applies only to the extent that such Persons or Organizations are held liable for your acts or omissions arising out of and in the course of operations performed ;or such Persons or Organizations by you or your subcontractor. 0 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. POLICY CHANGES Policy Change Number POLICY NUMBER , POLICY CHANGES , COMPANY , EFFECTIVE ' 174PR505033-0004 ' 8-28-91 'NATIONWIDE INSURANCE COMPANY' 'NAMED INSURED AUTHORIZED REPRESENTATIVE M J B PIPELINE, INC. P.O. BOX 192 'CUFTIS L. PLESS INS. AGENCY ' MT. EDEN, CA 94557 ' i 'COVERAGE PARTS AFFECTED ' GENERAL LIABILITY ' ' CHANGES ' i ' IT IS HEREBY AGREED TO ADD ADDITIONAL INSURED-- OWNERS, LESSEES OR ' ' CONTRACTORS (FORM B)BP5 PER ATTACHED ENDORSEMENT. ' i i e i i ' CHARGES INCLUDED IN GL-XE-3. ' i � o t � o �M e Authorized epre entative Signature IL1201 11 85 POWER SAFECO INSURANCE COMPANY OF AMERICA OF ATTORNEY HOME OFFICE.SAFECO PLAZA SEATTLE,WASHINGTON 98185 ECO No. KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA, a Washington corporation,does hereby appoint ------KATHERINE T1BEXI; MICHAEL B. McGOWAN; San Francisco, California----------- itstrue and lawful attorneys)-in-fact,with full authority to execute on behalf of the company fidelity and surety bonds or undertakings and other documents of a similar character issueL by the company in the course of its business,and to bind SAFECO INSURANCE COMPANY OF AMERICA thereby as f0y as if such instruments had been duly executed by its regularly elected officers at its home office. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA ham executed and attested these presents this 4th day of February , 19 91 CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA: "Article V, Section 13. — FIDELITY AND SURETY BONDS . . . the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety opera?'sons,shall each have authority to appoint individuals as attorneys-in-fact ur under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business. ..On any instrument making or evidencing such appointment,the signatures may be affixed by facsimile.On any instrument conferring such authority or on any bond or undertaking of the company,the seal,or a facsimile thereof,may be impressed or affixed or in any other manner reproduced; provide(:, however, that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA adopted July 28, 1970. ."Or,any certificate executed by the Secretary or an assistant secretary of the Company setting out, (0 The provisions of Article V, Section 13 of the By-Laws, and (h) A copy of the power-of-attorney appointment,executed pursuant thereto, and (lit) Certifying that said power-of-attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile,and the seal of the Company may be a facsimile thereof." I, Boh A. Dickey. Secretary of SAFECO INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of this corporation,and of a Power of Attorney issued pursuant thereto,are true and correct,and that both the By-Laws,the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF. I have hereunto set my hand and affixed the facsimile seal of said corporation this 29th day of July , 19 91 r• low ..ACKNOWLEDGMENT BY SURETY KATHLEEN BASNUT,e� csotarrcaua�► �i11N�OQ9itttYaF FATE OF CAU 1YNIMIIMM aunty of fORN[tan Francisco #ss P�f�Lttp1111sruugN 1931! this 29th day of July in the year 1991 , before me ath een Basnett Notary Public ersonally appeared Ketherine Tiberi lersonally known to me(or proved to me on the basis of satisfactory evidence►to be the person whose name is subscribed to this nstrument as the Attorney-in-Fact and acknowledged to me that he Ishe) subscribed the name of Safeco Insurance Company of America-- thereto as Surety and his (her) own name as Attorney-in-Fact. N WITNESS WHEREOF. I have hereunto set my hand and affixed my Official Seal,at my office in the aforesaid County,the day and tear in this certificate first above written. Notary Public POWER SAFECO INSURANCE COMPANY OF AMERICA HOME OFFICE.SAFECO PLAZA OF ATTORNEY SEATTLE.WASHINGTON 98185 e SMECO No. 93R3 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA, a Washington corporation, does hereby appoint ---------KA.THERINE T1BERI; MICHAEL B. McGOW?,:1; San Francisco, California------------- its true and lawful attorneys)-in-fact,with full authority to execute on behalf of the company fidelity and surety bonds or undertakings and other documents of a similar character issued by the company in the course of its business, and to bind SAFECO INSURANCE COMPANY OF AMERICA thereby as fully as if such instruments had been duly executed by its regularly elected officers at its home office. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA has executed and attested these presents this 4th day of February 19 91 CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA. "Article V, Section 13. — FIDELITY AND SURETY BONDS . . . the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations,shall each have authority to appoint individuels as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the coonpany in the course of its business...On any instrument making or evidencing such appointment,the signatures may be affixed by facsimile.On any instrument conferring such authority or on any bond or undertaking of the company,the seal,or a facsimile thereof,may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V, Section 13 of the By-Laws, and (6) A copy of the power-of-attorney appointment,executed pursuant thereto, and (iii) Certifying that said power-of-attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile. thereof." 1, Boh A. Dickey, Secretary of SAFECO INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of this corporation,and of a Power of Attorney issued pursuant thereto,are true and correct,and that both the By-Laws,the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation this 29th day of July 19 91 S I300 R5 /R6 PRINTED IN U S A Citm of CuTwrti"o 10300 Torre Avenue P.O. Box 580 Cupertino.California 95014 Cupertino,California 95015 Telephone: (408) 252-4505 DEPARTMENT OF THE CITY CLERK ®Ctob®r 10, 1991 ALB pipalim 2367 Doan Road CLUforni.a 94545 AfLT= - MCAW 'CV BID !&" wJU colofim the mard of amtrac.'t to gat for Stevens Creek Sty I&aroeL0J-r, Project 91-116. Cmmcil awarded this contract to goat an Augmt2o, 1991, for gaar lost bid of $1,226,020. �fo1 ticn my be received from the Director of Public Works for the signing of the gly priate docUM=to and far the anWABriM of MY questims- Sincerely, CITr CLEM co: Department of Public Works imlegan Name Business Journal 152 B. 39d street Son Jwe, ih 953M 1b Cit4 of Cwperti"o 10300 Torre Avenue P.O.Box 580 Cupertino,California 95014 Cupertino,California 95015 Telephone: (408)252-4505 DEPARTMENT OF THE CITY CLERK OCt A gr 10, 1"1 D. W. Yang am., IDC- 140-A Tom and Country Drive Denville, C&UfcZnIB 94526 CMM 0010211M 3lC = me City c=m=tl has asked that I convey to yvn thel mill, ciatiGn for yaw efforts in assisting the City of Cupertino by sitting a bid for Stevens Creek Sty Intea+oe-tar, inject 91-116. council awarded the jeat to Inrlpg 1 dot Pdbll a1 r�lan August 20, 1"1, for their 1W WA of $1,226,MD. I an returning yaw bid band to Icu. Sincerely, . e5 D�iO®T CI'd'Y CER6 Cit4 of Cuptrtim 103M Torre Avenue P.O.Box 5W Cupertino,California 95014 Cupertino,California 95015 Telephone: (408)252-4505 DEPARTMENT OF THE CITY CLERK Catak er 10, 1"1 amain Cascade P. ®. Heat 116 Seal , CaUfomis 94M CrM COUM= AC = 2be City Cmu=U bfts asked that Y c=mVt0 Pm their . ;-W ati"° for Yaw ®gam is asap the City cof opwtino by submitting a WA far S Croak Sty xm1barcoptar, Project 91-116. CbUnCU a UdSd the PjSM to E evde It PubLiCatiOUS an bust 2®, 1991, far tbeir last bill of $1,226,020. I m yowWAbldtoJM- d I ClN cum do Cit4 of Csoptrtim 10300 Torre Avenue P.O. flux 580 Cupertino,California 95014 Cupertino,California 95015 Telephone: (408)252-4505 DEPARTMENT OF THE CITY CLERK October 10, 1"1 H. H. Ebmt Oaapoiration 1620 South 7th Stax* Sen ,am, coumida 99112 cm ALL AICLm The City OMMC l has asked tabft I oola W to yaa tW CdAtim fcw yaw efforts 3n assistbq the City of ogeztlm by subs3ttbq s bW for St gms Cc"* Stom Pt+o jwt 91-116. Oatumd I malw the g:Vject to t Pub]im*am s an August 20, 1"1, four their lam bid Of $1,226,020. I m xetutub g yaw mid bond W yai. fps cm cum 91-030 STEVENS CREEK STORM INTERCEPTOR 2 of 4 PROJ . 91-116 Citq of Cuperti"o 10300 Torre Avenue P.O.Box 580 Cupertino,California 95014 Cupertino,California 95015 Telephone: (408) 252-4505 DEPARTMENT OF THE CITY CLERK 26, 1991 Numl Pipeline 2347 Dom Mad Hrt d, CIL 94%5 SRC Cfflm STM PU7= 91-116 Dear Ms. We axe enclosing to you for your files me (1) can of the Cmtrcac(t for Puhlie Wbrks by and bed the City of Cupertino and m 113 pipeline, which hes been fully wom*ed by City Officials. Enclosed please fined your bid bond. Sincercely ,A• CM CEEM cm Or CLUMMM DC/so encl. cc: Deparbment of PuW is Works a CITY OF CUPERTINO DEPARTMENT OF PUBLIC WORKS PROJECT.............5'1T.;VENS CREEK STORM INTERCEPTO,Z SPRR"TO STEVENS CREEK,PROJECT91-116 FILE NO.............98,007.07Q BID OPENING DATE....AUGUST6,1991 LOCATION............STEVENS CREEK BLVD..CUPERTINO "I-NGINEER ESTIMATE MJB PIPELINE D.W.YOUNG CONS T.CO. , 2 TEMPORARY FENCE 6170500 LF 5.00 3352500 1.00 6,705.00 100 13410.00 3 CONSTRUCTION AREA SIGNS I.00 LS 4,000.00 4,000.00 12,000.00 12,000.00 3,3W.00 3,300.00 4 TEMP.PVMT.DELINEATION 7,260.00 LF 1.00 7,260.00 5.00 36,3W.00 5.60 40,656.00 5 TEMP.PVMT.MARKINGS 150.00 SF 4.00 600.00 15.00 2,250.00 18.00 2,700.00 6 1 BARRICADE-TYPE 1 10.00 EA 1,000.00 10,000.00 100.00 1,000.00 35.00 350.00 7 TRAFFICE CONES 12.00 EA 50.00 600.00 25.00 300.00 13.00 156.00 8 TEMP.RAILING-TYPE K 5,845.00 LF 12.00 70,140.00 5.00 29,225.00 4.25 24,841.25 9 ADJ.FRAME&COVER TO GRADE 9.00 EA 150.00 1,350.00 250.00 2,250.00 300.00 2,700.00 10 REM.&REPLACE FENCE&GATT 240.00 LF 4.00 960.00 17.00 4,080.00 26.00 6,240.00 11 ABANDON STORM DRAIN 3.00 EA 500.00 1,500.00 1,000.00 3,000.00 325.00 975.00 12 REM.CURB,GUTTER&SIDEWALK 2.00 CY 50.00 100.00 175.00 350.00 50.00 100.00 13 REM.ASPHALT DRIVEWAY 1.20 CY 50.00 60.00 250.00 300.00 50.00 60.00 14 CLEARING AND GRUBBING 1.00 LS 20,030.00 20,000.00 2,000.00 2,000.00 11,300.00 11,300.00 15 STRUCTURE EXCAVATION 30.00 CY 50.00 i 500.00 30.00 900.00 15.00 450.00 16 TRENCH SHORING/SHEETING 1.00 LS 300,000.00 300,000.00 15,000.00 15,000.00 170,000.00 170,000.00 17 CLASS 2 AGG.BASE 130.00 CY 15.00 1,950.00 15.00 1,950.00 30.00 3,900.00 18 LEAN CONCRETE BASE 30.00 CY 50.00 1,500.00 125.00 3 750.00 55.00 1,650.00 19 ASPHALT SURFACING 650.00 TON 35.00 22,750.00 100.00 65,000.00 63.00 40,950.00 20 DEEP LIFT ASPHALT BASE 1,450.00 TON 30.00 43,500.00 50.00 72,500.00 62.00 89,900.00 21 INTERLOCKING PAVING STONES 500.00 SF 10.00 5,000.00 10.00 5,000.00 5.00 2,500.00 22 STORM MANHOLE-TO 12'DEEP 6.00 EA 2,500.00 15,000.00 3,400.00 20,400.001 2,700.00 16,200.00 23 STORM MANI-IOLF.-12'-20'1)EFP 3.00 EA 5,000.00 25,000.00 4,000.00 20,000.001 3,500.00 17,500.00 24 STORM MANHOLE-20'-28'DEEP 3.00 EA 10,000.00 30,000.00 5,000.00 15,000.001 4,500.00 13500.00 25 CALTRANS TYPE GDO INLET 2.00 EA 1,500.00 3,000.00 1,000.00 2,000.00 950.00 1,900.00 26 12'RCp 28.00 LF 50.00 1,400.00 40.00 1.120.00 80.00 2,240.00 27 24"RCP 12.00 LF 80.00 960.00 60.00 720.00 90.00 1.080.00 28 30"RCP 30.00 LF 100.00 3.000.00 80.00 2,400.00 100.00 3000.00 29 42"RCP 909.00 LF 120.00 109,080.00 230.00 209,070.00 150.00 136,350.00 30 48"RCP 2,379.00 LF 145.00 344,955.00 245.00 582,855.00 2.50.00 594,750.00 31 '48"CMP,l2GA.,CONC-LINES 30.00 LF 145.00 4,350.(-) 250.00 7,500.00 179.00 5,370.00 32 8"DIP CASING 8.00 LF 60.00 480.00 70.00 560.00 200.00 1,600.00 33 8"PVC 8.00 LF 30.00 _ 240.00 60.00 480.00 200.00 1,600.00 34 CURB&GUTITR/4"CI_2AB 25.00 LF 12.00 300,00 20.00 500.00 25.00 625.00 35 SIDEWALK W/4"CL.2 AB 106.00 SF 5.001 530.00 5.00 530.00 5.00 530,00 36 SACKED PCC SLOPE PROTECITON 600.00 SF 15.00 9,000.00 24.00 14,4_Q.00 15.00 9,000.00 37 CHAIN LINK FENCE 215.00 LF 10.00 2,150.00 15.00 3,225.00 30.00 6450.00 38 CONCRETE BARRIER WALL 10.00 LF 50.00 500.00 300.00 3,000.00 95.00 950.00 39 SURVEY MONUMENTS 3.00 EA 200.00 600.00 200.00 600.00 600.00 1,800.00 40 REPLACE PED.BRIDGE FOOTING 1.00 LS 20,000.00 20,000.00 10,000.00 10,000.00 7,000.00 7,000.00 41 PAINT TRAFFICE STRIPE-2 COATS 7,100.00 LF 1.00 7,100.00 1.00 7,100.00 1.25 8,875.00 42 PAINT PVMT.MARKING-2 COATS 700.00 LF 4.00 2,800.00 3.00 7,100.00 3.80 2,660.00 43 PAVEMENT MARKERS 150.00 EA 4.00 600.00 8.00 1,200.00 10.00 1,500.00 44 INDUCI'OR LOOP 4.00 EA 100.00 400.00 600.00 2,400.00 475.00 1,900.00 m U (ley PAGE 2 W.N.EBERT CORP. MOUNTAIN CASCADE,INC. 2 TEMPORARY FENCE 6,705.00 LF 1.00 6,705.00 1.00 6,705.00 3 CONS'IRUCI'ION AREA SIGNS 1.00 LS 9,500.00 9,500.00 4,000.00 4,000.00 4 TEMP.PVMT.DELINEAI'ION 7,260.00 LF 4.00 29,040.00 7.00 50,820.00 'r 5 TEMP.PVMT'.MARKINGS 150.00 SF 18.00 2700.00 20.00 3000.00 6 BARRICADE-TYPE 1 10.00 EA 42.00 420.00 450.00 4,500.00 7 TRAFFiCE CONES 12-00 EA 1 14.00 i68.00 27.00 324.00 8 TEMP.RAILING-TYPE K 5,845.00 LF 4.00 23,380.00 2.00 11,690.00 9 ADJ.FRAME&COVER TO GRADE 9.00 EA 240.00 2,160.00 375.00 3,375.00 10 REM.&REPLACE FENCE&GATE 240,00 LF 5.00 1,200.00 32.00 7,680.00 11 ABANDON STORM DRAIN 3.00 EA 500.00 1,500.00 700.00 2,100.00 12 REM.CURB,GUTTER&SIDEWALK 2,00 CY 50.00 100.00 200.00 400.00 13 REM.ASPHALT DRIVEWAY 1.20 CY 50.00 60.00 140.00 168.00 14 CLEARING AND GRUBBING 1.00 LS 15,000.00 15,000.00 5,000.00 5,000.00 15 S,RUCI'URE EXCAVATION 30.00 CY 50.00 1,500.00 47,00 1,410.0 16 TRENCH SHORING/SHEETING 1.00 LS 4,000.00 4,000.00 5,000.00 5,000.00 17 CLASS 2 AGG.BASE 130.00 CY 18.00 2,340.00 50.00 6,500.00 18 LEAN CONCRETE BASE 30.00 CY 60.001 1,800.00 80.00 2,400.00 19 ASPFIALTSURFACING 650.00 TON 55.00 35,750.00 70.00 45,500.00 20 DEEP LII'T ASPI iALT BASE 1,450.00 TON 27.00 39,150.00 55.00 79,750.00 21 INTERLOCKING PAVING STONES 500.00 SF 10.00 5,000.00 34.00 17,000.00 22 STORM MANHOLE-TO 12'DEEP 6.00 EA 1,800.00 10,800.00 2,100.00 12.600.00 23 S'EORM MANHOLE-12'-10'DEEF 5.00 EA 2,600.00 13,000.00 2,900.00 14,500.00 24 STORM MANI IOLE-20'-28'DEEP 3.00 EA 3,100.00 9,300.00 3,900.00 11,400.00 25 CALTRANS TYPE GDO INLET' 2.00 EA 1,250.00 2,500.00 2,000.00 4,000.00 26 12"RCP 28.00 LF 35.00 980.00 74.00 2,072.00 27 24"RCP 12.00 LF 70.00 840.00 87.00 1044.00 28 30"RCP 30R0 LF 120.00 3,600.00 202.00 6,060.00 29 42"RCP 909.00 LF 183.00 166,347.00 251.00 228,159.00 30 48"RCP 2,379.00 LF 300.00 713,700.00 414.00 984,906.00 31 '48"CMP 12GA.,CONC-LINED 30.00 LF 300.00 9000.00 400.00 12000.00 32 8"DIP CASING 8.00 LF 12.00 96.00 70.00 560.00 33 8"PVC 8.00 LF 10.00 80.00 40.00 320.00 34 CURB&GU'I-IER/4"CL.2 All 25.00 LF 30.00 750.00 27.00 675.00 35 SIDEWALK W/4"CL.2 AB 106.00 SF 8.00 848.00 6.00 636.00 36 SACKED PCC SLOPE PROTrt?CEION 600.00 SF 17.00 10,200.00 14.00 8,400.00 37 CI-IAIN 1-INK PENCE 215.00 LF 13.00 2,795.00 25.00 5,375.00 38 CONCRE I'E BARRIER WALL 10.00 LF 350.00 3,500.00 270.00 2,700.00 39 SURVEY MONUMENTS 3.00 EA 500.00 1,500.00 500.00 1,500.00 40 REPLACE PED.BRIDGE FOOTING 1.00 LS 17,000.00 17,000.00 20,000.00 20,0W00 41 PAIN'T,RAITICE STRIPE-2 COATS 7,100.00 LF 1.00 7,100.00 1.10 7,810.00 42 PAINT PVMT.MARKING-2 COATS 700.00 LF 3.00 2,100.00 3.36 2,310.00 43 PAVEMENT MARKERS 150.00 EA 9.00 1,350.00 10.00 1.500.00 44 INDUCTOR LOOP 4.00 EA 500.00 2,000.00 500.00 2,000.00 OOOCT �� e* BIDDERS PROPOSAL PAGE STEVENS CREEK STORM INTERCEPTOR PROJECT NO, 91-116 TO THE DIRECTOR OF PUBLIC WORKS CITY OF CUPERTINO 10300 TORRE AVENUE CUPERTINO, CA 95014 In compliance with the Plans, Specifications and/or Special Provisions for the constructing to completion the STEVENS CREEK STORM INTERCEPTOR at Imperial Avenue and Stevens Creek Boulevard, I, the undersigned, hereby declare that I have read the proposal requirements, visited the site, and examined all the above documents. I, the undersigned, hereby propose to do all work required to complete the project in accordance with the Plans, Specifications and/or Special Provisions for the prices set forth in the following schedule. I further understand that said prices include all costs including, but not limited to, local, state and federal taxes or transportation costs. I, the undersigned, also understand that the quantities shown below are estimates only, being given on a basis of comparison of bids, and that the City of Cupertino does not state that the actual amount of work will correspond but reserves the right to increase or delete the amount of any class or portion of the work or to omit items or portions of the work that may be deemed necessary by the Engineer. The City of Cupertino reserves the right to unilaterally determine and award the contract to any qualified bidder based on the most advan- tageous proposal, to reject any or all bids or to waive any irregu- larities in the bidding procedures. The work to be done consists of the furnishing of all labor, methods, processes, tools, machinery and materials required to construct to completion and in working usable order the STEVENS CREEK STORM INTERCEPTOR at imperial Avenue and Stevens Creek Boulevard PROJECT NO. 91-116 as described in the contract documents. In the event of discrepancies between the written unit price and the numerical unit price, the written price shall prevail and shall be used to calculate the total for that bid item. The bid prices for this project shall be as outlined on the following pages. Bid Proposal Page 1 of 14 ESTIZATED O ,=ITIES Item Est. Unit Description of Item Unit Total No. 1. 1 LS Mobilization Dollars per lump sum j 2. 6705 LF Temporary Fence (Type CL-6) � QMa S 1 � /LF Dollars per lineal foot 3. 1 LS Construction Area Signs TWa2u� 1/�UdS.M/!D S !Z•oo0" /LS S 12i Ouo Dollars per lump sum 4. 7,260 LF Temp. Pavement Delineation Dollars per lineal foot 5. 150 SF Temp. Pavement Marking P!i S I S /SF Dollars per square foot Sid Proposal Page 2 of 14 5. 10 EA Barricade (Type I) ®,!6 Cl'w sa S t o o /EA S e o v a Dollars per each 7. 12 EA Traffic Cones 7WCW t4 MNa S Z /EA S 3 ° o Dollars per each 8. 5845 LF Temporary Railing (Type R) Pow S t L /LF ,S Z9, ZZ- Dollars per lineal foot 9. 9 EA Adjust Frame and Cover to Grade Two q-b!qd-tJ t Ft r-L2 $ Z50 /EA S Z750 Dollars per each 10. 240 LF Remove and Replace Fence and Gates s wgw S 17 /LF S IOeo Dollars per linear foot 11. 3 EA Abandon Storm Drain olt� IteLvaAw 8 1600 EA 9 o•o Dollars per each Bid Proposal Page 3 of 14 12. 2.0 CY Remove Concrete Curb, Gutter & Sidewalk vats a jr.1, 4te 2 t .rah Dollars per cubic yard 13. 1.2 CY Remove Asphalt Concrete Driveway Two Z 4 /CY S 3 0 4 Dollars per cubic yard 14. 1 LS Clearing? Grubbing -,nd Removal of Obstructions �o h f2./1.4,W S Z 06% /LS S Z 0 en - _ Dollars per lump sum 15. 30 CY Structure Excavation rc��RTY S 30 /Cy S S'on Dollars per cubic yard 15. 1 LS T.ench Shoring/Sheeting 6 f krytJd s/g Dora /LS S /7 do O Dollars per lump sum 17. 130 CY Class 2 Aggregate Base S " /CY Dollars per cubic yard Bid Proposal Page 4 0£ 14 18. 36 CY Lean Concrete Base 66W if vet Aets] r 1' &&!� r), r= ve cY S 3 7 5'o Dollars per cubic yards 19. 650 TON Asphalt Surfacing &gd 14c,W0A.&V S /Ob/TON S Dollars per ton 20. 1450 TON Deep Lift Asphalt Base Pf f- 'SG7 /TON Sao Dollars per ton 21. Soo SF Interlocking Paving Stones ,r6j �S /Q, /SF S r0 0 Dollars per square foot 22. 6 EA Storm Manhole (up to 121 deep) r ii TcJr,..�r ea-va e� U OR W $31/EA 5,�, ZO 40 Dollars per each Bid Proposal Page 5 of 14 23. 5 EA Storm Manhole (12 '-201 deep) h pddZ $ Y1 �/F.A S ZG' OD b Dollars per each 24. 3 EA Storm Manhole (201-28' deep) Foe T7j2.e16?-4!2 gWoc, /EA S Dollars per each 25. 2 EA Standard Caltrans Type GDO Inlet 01je TNo f*yy $ 1600 /EA $ ZOO-b Dollars per each 26. 28 LF 120 RCP Fay S �y /LF $ Dollars per linear foot 27. 12 LF 240 RCP K1`�v S CvD 1LF ZU _ Dollars per linear foot 28. 30 LF 3011 RCP A-Z'I so /LF S�Z oc Dollars per linear foot Bid Proposal Page 6 of 14 29. 909 LF 42' RCP I,adred �.nd O,C)t jCA, 2 L LF82-01 ,030 Dollars per linear foot 2�, 30. V179 LF 48" RCP ±NO h W'IA'(ed a-V ICA LF g 52,8�5 Dollars per linear foot 31. 30 LF 48" CMP, 12 Ga. , Conc-Lined 7t yo (g')d2&& F F/En g z 60 /LF 750 0 Dollars per linear foot 32. 8 LF 8" DIP Casing S�4 r.%, $ Z L LF J__ S(V O Dollars per linear foot 33. 8 LF 8" PVC .r i �t tti LkZ2�LF 9 D Dollars per linear foot 34. 25 LF Concrete Curb a Gutter with 4" Cl. 2 AB Cushion 1J%al1fi 1 8 Zt> /LF Dollars per linear foot Bid Proposal Page 7 of 14 35. 106 SF Concrete Sidewalk with 4' Cl. 2 AB cushion d4:�7 ISF S S C2 Dollars per square foot 36. 600 SF Sacked Concrete Slope Protection Dollars per square foot 37. 215 LF Chain Link Fence 1-/ iLti2�/ - Dollars per linear foot 38. 10 LF Concrete Barrier Wall ►VM!92 S -500/LF $ - ®®O Dollars per linear foot 39. 3 EA Survey Monuments Two 11"NmfLL✓D U©/EA S �U ` Dollars per each Bid Proposal Page 8 of 14 40. 1 �S Replace Ped. Bridge Footing Md 33A9.JA;J0 S 1C7.Oao/LS SfU. 000 Dollars per lump sum 41. 7100 LF Paint Traffic Stripe (2-coat) ® S /LF S 7/®O Dollars per linear foot 42. 700 SF Paint Pavement Marking (2-coat) _ YKX%; - S /SF S Z Dollars per square foot 43. 150 EA Pavement Markers tL7 G r-fT` S /EA OZ- 0 U Dollars per each 44. 4 EA Inductor Loop with Lead in Cat -1 �i ,r ,K /LVodl rro EA $ Dollars per each 1 2�� 020 . 00 TOTAL BID P-tICE _a��aaa aa�aaa�aa_ Bid Proposal Page 9 of 14 �/ `' I, the undersigned agree that if this proposal is accepted, I will enter into a contract with the City of Cupertino to provide all necessary machinery, tools, apparatus, and other means of construction and to do all the work specified in the contract in the manner and time specified. I, the undersigned declare that this bid is made without connection with any person, firm, or corporation making a bid for the same work, and is in all respects fair, and without collusion or fraud. I, the undersigned recognize that the Director of Public Works of the City of Cupertino will reserve the right to establish the priority of one job over another and each starting date where conflict of construction schedules occur. Attached hereto is the required certified check or bid bond in the amount of $ 10 c/o of d i P , as required by law and the Notice to Bidders (10% of bid amount) BID PROPOSAL PAGE 10 o f 14 A. BID DOCtM'I M, Continued BIDDER QLUMCAMOV FaM In further ocmpliance with the specifications furnished, the undersigned submits the following statements as to his experience and to his qualifications as a part of this proposal, and the truthfulness and utterance of the information is hereby guaranteed. (1) How marri years has your organization k.een in business under its preseir'.: name? (2) How many years experience in work comparable with that required under the proposed contract has your organization had by this or any other name?,5- (3) Contractor's License No.3 1(P 3 4% 0 State of California, Classification Expiration Date 1()_ ;f-q (4) List work similar in character to that required in the pry contract wt-ch your organization or personnel in your organization has coapleted within the past 3 years. Year Class, Location of Work and for Whom Performed Contract Amount BID PROPOSAL PAGE 11 OF 14 u M.J.H. PIPELINE, INC. JOB INFORMATION SUMMARY FOR JOBSS IN EXCESS OF $4U0,:}02 SINCE 111189 OWNER/ GENERAL JOB CONTRACT ate-- rnuTt?erTnr: DESCBIkIJON aoent�I -------------------------------- -------------------- ---- - ------ -- ----- __ ----------- 9904 STAII£ORD UNIVERSITY NIA WEST CAMPUS INFRASTRUCTURE $2,423,320 . SECOND FLOOR BQI n eat Tn_T re — --- — a PALO ALTO, CA 94303 GGNIAG; LEW;n S , , s600 _ _ _..__....�.. W! r>?ncc Tnua crsdcA trsTT( ___ 4,,52U,880-- — P.O. 901 520 PLEASANTON, CA PLEASANTON? CA 94566 its ,t CONTACT: SUSAN ROSSI 415-484-8433 9918 CITY OF VACAVILLE N/A RECONSTRUCTION OF DOWNIOWN 650 MERCHANI ST VACA'IILLE WATERMAINS. r , 6k, CA ;1 699 CONTACT: BILL GARRISON 415-449-5170 8923 SIGNATURE FROPERIIES NIA TRACI 5403-STRAIFORD PARK. PLEASANTON, CA 94566 zt it ot tii tl C O&CcliClH F�;,a'i AN AT 151"D PAREoz — t 10 TWIN DOLPHIN DR. 10 TWIN DOLPHIN DR. BELMONT, CA SUITE.8250 SUITE 3270 REDWOOD rtry,Me RAn6s CONTACI: MELt,Dl GEORGE 415-593-3355 a 8944 BEAR FOREST PROPERTIES NIA SUBDIVISION 7145 6 7251 $464,845 6 At rg Cnyr anAD ANT I OCH. CA s,!! VALLEJO, CA 9459t s:l �1� rnrrterT• rucsrtcc Sk;I p 4'5-8'sil-'!`:'s6 ,t M.J.B. PIPELINE, INC. 308 INFORMATION SUMMARY FOR JOBS IN EXCESS OF 0400,000 SINCE 111l89 M.J.B'. OWNER/ GENERAL JOB CONTRACT .TAB I< AGENCY — CONIk�=GiD!? nrSrpi�r:n►a A•�ut ------ --------------------------- -------------------------------------------- -------------------------------------- -------------- p 04-Ii,1l.#.14.d. WALLBR1DGE, ALOINGE ---tl.li.M M_!_ TRUCK PAINT FACII ITY $all 07A 4550 FREMONT BLVD. P.O. BOX 14140 FREMONT, CA a. FREMONT, CA 94538 FREMONT, CA 945 9-1430 CONTACT: TONY BAN 415-438-9071 - x =s x 90C=7 SKY VALLEY LTD PARTNERSHIP All INC. SKY VALLEY PHASE 1 $4,465.411 K 1730 GILBRETH RD. 1730 GIL5RETH RD. VALLEJO, Cl z Allol INRAMP, ra Q4AILI s CONTACT: MIKE EASLEY 707-648-1527 9012 HARBOR BAY VILLAGE FIVE GALLAGHER & RURKE TRACT 6111-COLUMBIA ST. CONSTRUCTION t7221015 344 HIGH GIREEI — ALAMEDA, r A _-- ,. 'ALAMEDA, CA 94501, OAKLAND, CA 94601 s r a[ t C 2015 rill OF FRI'lnul 39700 CIVIC.CENTER DRIVE FREMONT, CA FREMONT, CA "538 s CONTACT: RAY NENMAN 415-790-6701 K { L _- a CAI. TRANS: BAY CITIES PAVING E GRADING ASHBY AVE 1925,845 Pe. BOX_;;32I 5124 HUNINGTON AVE BERKELEY, CA gir ONO, CA 24204 .t t Z CONTACT: EMILE JIMAN 415-233-0405 CONTACT: STEVE CAUDILL 415-524-76/1 9022 WIK-Lo(€"Dw 1IEtD m GRANCORP MARINA LAKES - TRACT 7508,LOT 11 & 12 1549,536 83A9 NON J AVF ARTUF RICHMON- U DRINDA, CA 94563 DUBLIN, CA 94568 I rny Tr"eCTs...LATH'/ k!ALTC"AT A. BID DOaMWM, Continued Name of Praposed sub-Contractors,, if any (Section 4104, Gent Cade) I. C U 2. 3. L C+,,V, ,'n/p TIV 6 4. 5. 6. Address if Shop or office of Sub-Contractors (Section 4104, Government Code) 1. L v O 0 G4 K(A(VO 2. (A-y-o-y Gc)e,' 3. j lir`�-z,✓ 4. 5. 6. Work to be Performed by Rub-Contractors (Section 4104, Government Code) 1. i ;cam 3. lq` Z0 4. 5. F. BID PROPOSAL PAGE 12 OF 14 e A. BID DOMMM, Cm*Anmd IF YOU�@B}Z�►E A dJ`Wppi�M�i�i/E.Yy�a�L}1p,� ��/y��7aeM. y�ii�'��iW�pe66ii�,�A r.L,RT1i�C�AI��CO—P/��p MIP, SMAM�rys�yp�q, �+yy��yyLyyfg�Y�E FMFM q��f �[zQgY'1fG AND y�d eie71 7M l�Y3tS�iai,7�FJF ALL�ylii�DI V�16A//iA I�.�pMy7 — Q98GaL7ERS KA'!S'V�l�,V47 HE YnM. I A CN, +7iLiTE LEGAL 17f911i"i O C .iMCN, AID NAMES OF PF4MMMM, S -rIR MSUM AND MANAGER. THE COIUMAM SEAL MUST BE AF MW- 7HE n* MATICH 0ONTAINED IN 7M BID IS BEING ICE UNDER PENALTY OF PERJM• TYPE OF BWINESS: Individual: kAr'riii Ld LLi�IlEy'� Joint Venture Other (Describe) Name and Signature of Bidder: t3unly c-t,Ar,yc� cl r Cr I)d tih (Print) S (Signature) Address (Both mailing and location add) : ISO 13c x 19 Z. M r "Cy u4 54 Q-7 PA- 9 Y�C D_4% ' per, Telephone Number: Date: 7- 30-I was Paoeived: ® 2 3 4 5 BID PROPOSAL PAGE 13 OF 14 NaIODLTITSICIJ AFF hVIT `IQ BE E xE = BY BIDDER AND SUEMMED WrM BID State of California ss. County of ti L ti4•--"%t�v v Y c L-4jW C being first duly sworn, deposes and says that he is v c e awa i ye 1; of ai mac C ,ut-z theParty the forego bid that tebids not made in the interest of, or on behalf of, any undisclosed person, partnership, aMpanY, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induuoed or solicited any other bidder to put in a false or sham bid, a:d has not directly or indirectly colluded, aspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, commmication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interest in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will riot pay, any fee to any corporation, partnership, cagpany association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Name and Signature of Bidder: ac,IQij y (Print) (S ture) 7- Date: BID pROpOSAL PAGE 14 OF 14 BIDDERS PROPOSAL PAGE STEVENS CREEK STORM INTERCEPTOR PROJECT NO. 91-116 TO THE DIRECTOR OF PUBLIC WORKS CITY OF CUPERTINO 10300 TORRE AVENUE CUPERTINO, CA 95014 In compliance with the Plans, Specifications and/or Special Provisions for the constructing to completion the STEVENS CREEK STORM INTERCEPTOR at Imperial Avenue and Stevens Creek Boulevard, I, the undersigned, hereby declare that I have read the proposal requirements, visited the site, and examined all the above documents. I, the undersigned, hereby propose to do all work required to complete the project in accordance with the Plans, Specifications and/or Special Provisions for the prices set forth in the following schedule. I further understand that said prices include all costs including, but not lim?ted to, local, state and federal taxes or transportatic,: costs. I, the undersigned, also understand that the quantities shown below are estimates only, being given on a basis of comparison of bids, and that the City of Cupertino does not state that the actual amount of work will cozrespond but reserves the right to increase or delete the amount of any class or portion of 'Che work or to omit items or portions of the work that may be deemed necessary by the Engineer. The City of Cupertino reserves the right to unilaterally determine and award the contract to any qualified bidder based on the most advan- tageous proposal, to reject any or all bids or to waive any irregu- larities in the bidding procedures. The work to be done consists of the furnishing of all labor, methods, processes, tools, machinery and materials required to construct to completion and in working usable order the STEVENS CREEK STORM INTERCEPTOR at Imperial Avenue and Stevens Creek Boulevard PROJECT NO. 91-116 as described in the contract documents. In the event of discrevancies between the written unit price and the numerical unit price, the written price shall prevail and shall be used to calculate the total for that bid item. The bid prices for this project shall be as outlined on the following pages. Bid Proposal Page 1 of 14 ,ESTIMATED OWMITIEB Item Est. Unit Description of Item Unit Total No. Qty. Puce 1. 1 LS Mobilization, f J LS S U Ood J 1Z . Dollars per lump sum 2. 6705 LF Temporary Fence (Type CL-6) ekz S / ` /LP S �oID. Dollars per lineal foot 3. 1 LS Construction Area Signs /LS S Dollars per lump sum 4. 7,260 LF Temp. Pavement Delineation �LP ..1 0 6 - Dollars per lineal foot S. 150 SF Tempe, Pavement Marking S �B /Sp 02 " Dollars per square foot Bich Proposal Page 2 of 14 6. 10 EA Barricade (Type Y) S ' EA SG� Dollars per each 7. 12 EA Traffic Cones /EA S flvl� w Dollars per each 8. 5845 LF Temporary Railing (Type R) Dollars per lineal foot 9. 9 EA Adjust Frame and Cover to Grade 8 J-""4 "/EA S Dollars per each 10. 240 LF Remove and Replace Fence and Gates S o5-w/LF /,ZOO Dollars per linear foot 11. 3 EA Abandon Storm Drain EAR Dollars per each Bid Proposal Page 3 of 14 12. 2.0 CY Remove Concrete Curb, Gutter Sidewalk L Dollars per cubic yard 13. 1.2 CY Remove Asphalt Concrete Driveway . /CY Dollars per cubic yard 14. 1 LS Clearing, Grubbing and Removal of Obstructions Dollars per lump sum 15. 30 CY Structure Excavation S /CY S /JOO Dollars per cubic yard 16. 1 LS Trench Shoring/Sheeting S /LS Dollars per lump sum 17. 130 CY Class 2 Aggregate Base .._/Cy Dollars per cubic yard Bid Proposal Page 4 of 14 18. 30 CY Lean Concrete Base S z�o %CY Dollars per cubic yard 19. 650 TON Asphalt Surfacing -t ✓ C S .S 1-0 TON S 5 7,.�i0 ei Dollars per ton 20. 1450 TON Deep Lift Asphalt Base S / �� /TON � S O e Dollars per ton 21. 500 SF Interlocking Paving Stones -� lO /SF S S�OC3 Dollars per square foot S 22. 6 EA Storm Manhole (up to 121 deep) �r3�rl>�/EA O�ad Dollars per each Bid Proposal Page 5 of 14 23. 5 EA Storm Manhole (`12'-20' deep) s � /EA s Dollars per each 24. 3 EA Storm Manhole (20'-28' deep) rO,O ' EA S Dollars per each 25. 2 EA Standard Caltrans Type GDO Inlet s12�0 /EA Dollars per each 26. 28 LF 120 RCP �`,� /LF s 7a® s► Dollars per linear foot 27. 12 LF 240 RCP l _/LF Dollars per linear foot 28. 30 LF 300 RCP ,S (Zd /LF S 4_��oCTz Dollars per linear foot Rid Proposal Page 6 of 14 29. 909 LF 42" RCP �3 /LF ^ ��! Dollars per linear foot 30. 2379 LF 48" RCP Dollars per linear foot 31. 30 LF 48" CMP, 12 Ga. , Conc-Lined s 3� JLF s �i'oyy Dollars per linear foot 32. 8 LF 8" DIP Casing l Z /LF Dollars per linear foot 33. 8 LF 80 PVC s�. AF Dollars per linear foot 34. 25 LF Concrete Curb a Gutter with 4' Cl. 2 AB Cushion 3. /LF Dollars per linear foot Bid Proposal Page 7 of 14 35. 106 SF Concrete Sidewalk with 4" Cl. 2 AB cushion S SF �8 Dollars per square foot 36. 600 SF Sacked Concrete Slope Protection 4•/SF S (0 ZOO Dollars per square foot 37. 215 LF Chain Link Fence 13 /LF $ 274 Dollars per linear foot 38. 10 LF Concr to Ba rier wall S ,.Sa /LF S Dollars per linear foot 39. 3 EA Survey Monuments S Dollars per each Bid Proposal Page 8 of 14 40. 1 LS Replace Ped. Barri2d a Footing g\?DULL-/LS 17t:'`��" Dollars per lump sum 41. 7100 LF Paint Traffic Stripe (2-coat) S 0- /LF S 71�v Dollars per linear foot 42. 700 SF Paint Pavement Marking (2-coat), Dollars per square foot 43. 150 EA Pavement Markers eai� EA Dollars per each 44. 4 EA Inductor Loop with Lead in Cable a S- d /EA S •zo-ov . Dollars per each TOTAL BID PRICE Bid Proposal Page 9 of 14 �\ v C�' I. the undersigned agree that if this proposal is accepted, I will enter into a contract with the City of Cupxrti m to provide all necessary machinery, tools, apparatus, and other means of construction and to do all the work specified in the contract in the manner and time specified. I, the undersigned declare that this bid is made without connection with any person, firm, or corporation making a bid for the same work, and is in all respects fair, and without collusion or fraud. I, the undersigned recognize that the Director of Public works of the City of Cupertino will reserve the right to establish the priority of one job over another and each starting date where conflict of construction schedules occur. Attached hereto is the required certified check or bid bond in the amount of $ %Q 7b , as required by law and the Notice to Bidders (10% of bid amount) BID IWPOSAL PAGE 10 of 14 A. BID DO=WnS, Continued BIDDER QDAL.IF ICA=ON PUM In further oaWliance with the specifications furnished, the undersigned suits the following statements as to his experience and to his qualifications as a part of this proposal, and the truthfulness and utterance of the information is hereby guaranteed. (1) How many years has your organization been in business under its present name? (2) How many years experience in work conparable with that required under i he prod contract has your organization had b< this or any other name? (3) Contractor's License No. t_, Z 3 State of California, Classification .4 Expiration Date -7-3 1 -S.3 (4) List work similar in character to that required in the proposed contract which your organization or personnel in your organization has completed within the past 3 years. Year Class, Location of work and for Whom Performed Contract Amount qb uc.�, \�, 2c ra•.�. G2�� - C� SgN C`f; 3U0 ,o0, - C CIO 11 07 �'•,v,2r�e .� cc, 1, Q!l`— 4 /�C.�iK�.�{ %Ctiti_� 1�/Oo� 00 BID PROPOSAL PAGE 11 OF 14 • A. BID DOaMWM, C Ontinkled Name of proposed Sib-contractors, if any (Secti 4104, Government Code) 1. �C G4�i!ln�O ZTy'i:.JG 2._ -- 3. 4. - 5. 6. Address if Sly or Office of Sub-cbntractars (Section 4104, Government Code) 1. 2. 3. 4. 5. 6. Work to be Performs by sub-{bntractors (Section 4104, Government Code) 1. gl, /g JfG L`� E2LY i 2. 3. 4. 5. 6. BID pRGpOS L PAGE 12 OF 14 A. BID DOC23ITS, Continued IF YOU ARE AN INDIVIDUAL, SO STATE. IF YOU ARE A FIM CR CO-PAIMMtsHIp, SMS THE F7X1 NAME AND LIST THE NAMES OF ALL DWIVIDUAL M-PARTNERS COMPOSING 71M F M. IF A COgtPMATION, STATE LWAL NAM OF 0DF4, d:ATION, ALSO NAMES OF PRESIDEMT, SEaWUW-1RV=RER AND MWjGER. THE 00RIM TE SEAL rgLW BE AFFI)C;U. THE INFCRMATICK CONMkINED IN THIS BID IS BEIW., MADE UNDER PfINAM OF PERJURY. TYPE OF BUSINESS: Individual: Oa-PartxierW4 Corporation Joint Venture Other (Describe) Name and Signature of Bidder: (print) (`Signature) Address (Both mailing and location addresses) : Telephone Number: (�(-6S Date: Q()E; Addendas Received: a 3 4 5 BID PROPOSAL PAGE 13 OF 14 ALL-PURPOSE ACKNOWLEDGMENT NO209 State of California CAPACITY CLAIMED BY SIGNER County Of Santa Ciara ❑ INDIVIDUAL(S) t] CORPORATE Presidenty On August S, 1991 before me, Jeanne A. Belote OFFICER(S) __- DATE NAME.TITLE OF OFFICER E G -JANE DOF..NOTARY PUBLIC TIT!EISI ❑ PARTNER(S) • personally appeared W. H. Ebert ❑ ATTORNEYAN-FACT NAMES-OF SIGNER(S) ❑ TRUSTEE(S) ® personally known to me-OR- ❑ proved to me on the basis of satisfactory evidence ❑ SUBSCRIBING WITNESS to be the person(s) whose name(s) is/are subscribed to the Within instrument and ac— knowledged to me that he/she/they executed ❑ OTHER:—the same in his/her/their authorized capacity(ies), and that by his/her/their — d s OI-ru_i L SEAL signature(s)on the instrument the person(s), --- `! JET>NN1F A r L 0 I E or the entity upon behalf otwhich the person(s) SIGNER IS REPRESENTING: NAME OF PERSON(S)OR ENTITYiIE.S) ,i acted, executed the instrument. FAI-ITA CLARA C,OLI'J" W. H. Ebert Corp. 1 - My coin n exp;r2; D.0 50' 1991, Witness my hand and official seal. SIGNATURE OF NOTARY Y ATTENTION NOTARY:Although the information req .ted lag L.. s OPTIONAL.it could prevent fraudu!ent attachment of this ceNficate to unauthorized document. THIS CERTIFICATE Title or Type of Document Nonclusion Affidavit _ MUST BE ATTACHED Number of Pages— 1 Date of Document August 6, 1991 TO THE DOCUMENT DESCRIBED AT RIGHT: Signer(s) Other Than Named Above none q:!991 NATIONAL NOTARY ASSOCIATION•8236 Remmet Ave.•P.O.Box 7184-Canoga Park.CA 913D4.7184 NONOOLLUSION AFFMAVIT TO BE EXECA'ED BY BIDDER AND S[TM'PI'ID WMI BID State of California SS. County of \-,,I- � - being first duly sworn, d and says that he w-she is r of N• tom, r • the panty making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, cony, association, organization, or corporation; that the bid is geralim and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or ".ndirectly, sought by agreement, co mauiication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interest in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, cony association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Name and Signature of Bidder: (Print) (Signature) Date: v BID PROPOSAL PAGE 14 OF 14 i Ali, Q UJ Citt, of Cuperti> of "-O INTMIN 4CASC.AD Ip 1W 1 -tv/\wmie P.O.00%SM CA 95014.1255 Culwrliiiu,CA 950IS-OSM 1,Iri d u n u" 14MI 251-450y 1AX (ARD 252-0753 IVULIC WORKS MPARIMINI July 30 . 1991 Stevens Creek Storm Interceptor SPRR to Stevens Creek Project No. 91-116 Addendum No. 1 Gentlemen: Addendum No. 1 is being issued to the Bid Proposal . Plans and Special Provisions for construction of the Stevens Creek storm interceptor from SPRR to Stevens Creek, Project No. 91-116 in Cupertino, California. Submit bids for this work with the understanding ana full consideration of this addendum. Indicate receipt of this addendum by circling the appropriate addendum number provided In the lower left hand corner on the signature page (Page 13 of 14 of the revised proposal ) . The revisions declared In this addendum are an essential part of the contract and the contract documents to be executed will contain a copy of this addendum. Please note that the date that bids are to be opened has not changed and will remain on August 6, 1991 , as noted in the original Notice to Contractors. This addendum is being Issued to make revisions to the Special Provisions, Plans and Bid Proposals as follows: In the Special Provisions on page C-2. Section 2.02 "ORDER OF WORK" , the fourth paragraph is amended to read: "Stage 1 , Stage 6 and a portion of Stage 5 shall be constructed as the first work to be performed. In particular, the storm sewer system from station 31+00 to station 34+195.44 on the "SC" line and from 0+90 to 1+20 on the " IM" line in stages 5 and 6 shall be constructed first . " s Addendum No. 1 ProJect No. 91-116 Page 2 July 30 . 1991 In the Special Provisions on page C-12, Section 2. 14 "TEMPORARY FENCES AND GATES" , the tenth paragraph shall be amended to read: "'When no longer required for the work 1n each stage of construction as determined by the Engineer, temporary fences shall be removed or moved to new locations as shown on the plans and as directed by the Engineer. Removed facilities shall become the property of the Contractor and shall be removed from the site of the work, except as otherwise provided In this section." and the eleventh paragraph beginning with the words "Remove temporary fence. . . " shall be deleted In its entirety. In the Special Provisions on page C-22. Section 2.24 "TEMPORARY RAILING" after the third paragraph insert the following paragraph: "When no longer required for the work in each stage of construction as determined by the Engineer, temporary railing shall be removed or moved to new locations as shown on the plans and as directed by the Engineer. Removed facilities shall become the property of the Contractor and shall be removed from the site of the work, except as otherwise provided in this section. " In the Special Provisions on page C-28, Section 2.32 "BEDDING MATERIAL" amend the gradation requirements for "Coarse Bedding Material " as follows: Sieve Sizes Eercentage Passina 1" 100 3/4" 90-100 3/8" 20-55 #4 0-10 *8 0-5 In the Special Provisions on page C-31 . Section 2.41 " INTERLOCKING PAVING STONES" , the first, second and third paragraphs are amended to read: "This work shall consist of removing, salvaging and relaying existing interlocking paving stones as well as replacing damaged or unsuitable interlocking paving stones. This work shall also Include removal and con- struction of the concrete bands around the paving stones at the locations shown on the plans, as specified In these special provisions and as directed by the Engineer. Addendum No. 1 Project No. 91-116 Page 3 July 30 , 1991 All new interlocking paving stones shall be In accordance with the patterns, color, texture, and dimensions of the existing paving stones that will be replaced as a result of work In this contract . All new Interlocking concrete paving stones shall conform to the following specifications: " In the Plans on sheet 4 of 23, the loop detector replaced at station "SC° 26+10 shall be "Type A" per City of Cupertino Standard Details (page 5-18) . In the Plans on sheets 4 and 5 of 23, the loop detector at station "SC" 28+00 shall be "Type 3 DAP" per City of Cupertino Standard Details (page 5-18) . In the Plans on sheet 5 of 23, the loop detector at Station "SC" 29+00 shall be "Type 3 DAP" per City of Cupertino Standard Details (page 5-18) . In the Plans on sheet 5 of 23, the loop detector at station "SC" 31+00 shall be "Type A" as shown On the City of Cupertino Standard Details (page 5-18) . In the Plans on sheet 6 of 23, the street monuments at " IM" 1+39 and " I11" 5+44. 15 shall be "replaced" Instead of "adjusted to grade. " Replace the original Bid Proposal ( 14 pages) with the attached revised Bid Proposal ( 14 pages - copied in blue for clarification) . In particular the Bid Proposal has been revised as follows: In the Bid Proposal on page 2 of 14, the quantity of Item number 2 "Temporary Fence" was revised from 3100 lineal feet to 6705 lineal feet . In the Bid Proposal on page 3 of 14, the quantity of Item number 8 "Temporary hailing (Type K)" was revised from 1440 lineal feet to 5845 lineal feet. In the Bid Proposal on page 4 of 14, amend Item number 16 "Trench/Shoring/Sheeting to read "Dollars per lump sum" . In the Bid Proposal on page 5 of 14, the quantity of Item number 19 "Asphalt Surfacing" was revised from 630 tons to 650 tons. Addendum No. 1 ProJect No. 91-116 Page 4 July 30 . 1991 In the Bid Proposal on page 5 of 14, the quantity of Item number 20 "Deep Lift Asphalt Base" was revised from 1435 tons to 1450 tons. In the Bid Proposal on page 5 of 14, the quantity for Item number 21 " Interlocking Paving Stones" was revised from "650 SF" to "500 SF" . In the Bid Proposal on page 5 of 14, item number "23" was revised to read Item number "22" . In the Bid Proposal on page 9 of 14, the quantity of Item #44 "Conductor loop with lead In cable" was revised from 06" EA to "4" EA. To Proposal and Contract book holders: - Discard the original Bid Proposal and replace with the attached revised Bid Proposal . - INDICATE THIS ADDENDUM NUMBER IN THE SPACE PROVIDED ON THE SIGNATURE PAGE OF THE PROPOSAL. FAILURE TO DO SO MAY BE CAUSE FOR REJECTION. - Inform subcontractors and suppliers as necessary. This office has sent this addendum to Proposal holders by certified mall return receipt In order that this office may be assured that each has received It . Ap oob Reviewed by: B rt ch Travice Whitten D reclic Works Deputy Director of Public Works C y no City of Cupertino BIDDERS PROPOSAL PAGE STEVENS CREEK STORM INTERCEPTOR PROJECT NO. 91-116 TO THE DIRECTOR OF PUBLIC WORKS CITY OF CUPERTINO 10300 TORRE AVENUE CUPERTINO, CA 95014 In compliance with the Plans, Specifications and/or Special Provisions for the constructing to completion the STEVENS CREEK STORM INTERCEPTOR at Imperial Avenue and Stevens Creek Boulevard, I, the undersigned, hereby declare that I have read the proposal requirements, visited the site, and examined all the above documents. I, the undersigned, hereby propose to do all work required to complete the project in accordance with the Plans, Specifications and/or Special Provisions for the prices set forth in the following schedule. I further understand that said prices include all costs including, but not limited to, local, state and federal taxes or transportation costs. I, the undersigned, also understand that the quantities shown below are estimates only, being given on a basis of com;,)arison of bids, and that the City of Cupertino does not state that the actual amount of work will correspond but reserves the right to increase or delete the amount of any class or portion of the work or to omit items or portions of the work that may be deemed necessary by the Engineer. The City of Cupertino reserves the right to unilaterally determine and award the contract to any qualified bidder based on the most advan- tageous proposal, to reject any or all bids or to weAve any irregu- larities in the bidding procedures. The work to be done consists of the furnishing of all labor, methods, processes, tools, machinery and materials required to construct to completion and in working usable order the STEVENS CREEK STORM INTERCEPTOR at Imperial Avenue and Stevens Creek Boulevard PROJECT NO. 91-116 as described in the contract documents. In the event of discrepancies between the written unit price and the numerical unit price, the written price shall prevail and shall be used to calculate the total for that bid item. The bid prices for this project shall be as outlined on the following pages. Bid Proposal Page 1 of 14 ESTIMATED QUANTITIES Item Est. Unit Description of Item Unit Total No_ Qtvo Price 1. 1 LS Mobilization r 1�, Dollars per lump sum 2. 6705 LF Temporary Fence (Type CL-6) S l /LF S Cr-ZCa..S_ Dollars per lineal foot 3. 1 LS Construction Area Signs - LS - Dollars per lump sum 4. 7,260 LF Temp. Pavement Delineation L' Y� S / /LF $ t ZC' Dollars per lineal foot 5. 150 SF Temp, Pavement Marking SF a -1? r Dollars per square foot Bid Proposal Page 2 of 14 6. 10 EA Barricade (Type I) .moo/EA $4 Dollars per each 7. 12 EA Traffic Cones /EA aZ4 Dollars per each 8. 5845 LF Temporary Railing (Type K) T°. $ L l /LF $ Il� 3Q - Dollars per lineal foot 9. 9 EA Adjust Frame and Cover to Grade Dollars per each 10. 240 LF Remove and Replace Fence and Gates $ 3Z ^ /LF Dollars per linear foot 11. 3 EA Abandon Storm Drain s / ! /EA Z/ CCU Dollars per each Bid Proposal Page 3 of 14 12. 2.0 CY Remove Concrete Curb, Gutter & Sidewalk V' nvr` f v o" 71 4 CY t'f � ' Dollars per cubic yard 13. 1.2 CY Remove Asphalt Concrete Driveway y -- --- --- -------- S /CY a 3 Dollars per cubic yard 14. 1 LS Clearing, GL-lbbing and Removal of Obstructions $ t� /LS S � vZt Dollars per lump sum 15. 30 CY Structure Excavation / Za Dollars per cubic yard 16. 1 LS Trench Shoring/Sheeting /LS $ Dollars per lump sum 17, 130 CY Class 2 Aggregate Base t /CY ,S Dollars per cubic: yard Bid Proposal Page 4 of 14 18, 30 CY Lean Concrete Base _�CY S ZZ4 Dollars per cubic yard 19. 650 TON Asphalt Surfacing fi. $ .7�� /TON s 4 Dollars per ton 20. 1450 TON Deep Lift Asphalt Base S /TON S 7y2 Dollars per ton 21. 500 SP Interlocking Paving Stones $ /SF s Dollars per square foot 22. 6 EA Storm Manhole (up to /121 deep) Dollars per each Bid Proposal Page 5 of 14 23. 5 EA Storm Manhole (121--20' deep) �� `7 N ''1V: Dollars per each 24. 3 EA Storm Manhole (20 '-281 deep) EA S J 1 46 l Dollars per each 25. 2 EA Standard Cal;�rans Type GDO Inlet S � Dollars per each -/EA S4 4-M 26. 28 LF 12° RCP /LF S Z 07 L ,- Dollars per linear foot 27. 12 LF 240 RCP S � � /LF S � �Z�� r- Dollars per linear foot 28. 30 LF 30" RCP Dollars per linear foot Bid Proposal Page 6 of 14 29. 909 LF 42" RCP LA- z `;71 ./LF Dollars per linear foot 30. 2379 LF 48" RCP la _ S r /LF Dollars per linear foot 31. 30 LF 48" CMP, 12 Ga. , Cone-Lined s M) /LF Dollars per linear foot 32. 8 LF 8" DIP Casing 1 S 70 ELF <) Dollars per linear foot 33. 8 LF 8" PVC 1-- S �� /LF J Dollars per linear foot 34. 25 LF Concrete Curb & Gutter with 4" Cl. 2 AB Cushion S 2 /LF Dollars per linear foot Bid Proposal Page 7 of 14 35. 106 SF Concrete Sidewalk with 4" Cl. 2 AB cushion S Cr^ /SF Dollars per square foot 36. 600 SF Sacked Concrete Slope Protection /SF Y4� Dollars per square foot 37. 215 LF Chain Link Fence /LF S � �•S Dollars per linear foot 38. 10 LF Concrete Barrier Wall S /LF ,S Z. Dollars per linear foot 39. 3 EA Survey Monuments PA Z. Dollars per each Bid Proposal Page 8 of 14 40. 1 LS Replace Ped. Bcidge Footing �CZJLS Dollars per lum? sum 41. 7100 LF Paint Traffic Stripe (2-coat) s i ELF s 7h�/ per linear foot 10 42. 700 SF Paint Pavement Marking (2-coat) R /SF ,SZ1I� per square foot 43. 150 EA Pavement Markers $ J 1EA Dollars per each 44. 4 EA Inductor Loop with Lead in Cable Dollars per each TOTAL BID PRICE riaaa�aa4z�aaa�aaa��ceac Bid Proposal Page 9 of 14 I, the undersigned agree that if this proposal is accepted, I will enter into a contract with the City of CAupertino to provide all necessary machinery, tools, apparatus, and other means of eoanstruction and to do all the work specified in the contract in the manner and time specified. I, the undersigned declare that this bid is made without connection with any person, firm, or corporation poration making a bid for the same work, and is in all respects fair, and without collusion or fraud. I, the Undersigned recognize that the Director of Public Works of the City of Cupertino will reserve the right to establish the priority of one job over another and each starting date where conflict of construction schedules 000Lw. Attached hereto is the required certified check or bid bond in the amount of $ ` %.. , as required by law and the Notice to Bidders (10,,i of bid amount) BID FWPO'SAL PACE 10 of 14 1 ♦ I MOUNTAIN CASCADE, INC. - ----- Sole Proprietorship-----------___------------------ ❑ A Partnership (Name Must C.onespond With Contractora l..teense in Every Detail) a, Corporation Principal Office_ ,�9rAQX ].1f1Saa�. c �� g4Sf--_ _ - fxM13 C A Joint Venture (Street and P.O.Box) ( ityi (Stare: ;ZIP Cate The signatory of this questionnaire guarantees the truth and accuracy of all statements and of all an,,-vers to interro-atories hereinafter made 1. Are you licensed as a Contractor to do business in California' --___License No. -A '?-4-_-______-- pe_-A---------- Classihcution (Type)of Specialty Contractor __Underground tilzties -------------------------------------------------------------------- 2- How man". vears has your organization been in business as a contractor under your present business name' EiZnt (8) Years Ten (10) (Since Marc- 31, 1982) 3. How many years experience in hr,c r,- c _--_ _ construction work has %our :r_anization had: 'T�pe� (a) As a general contractoro ___T 'r------- �---TrE2rS-------i j) As a subcontractor- --------- 4. Show ,he projects your organization has completed during the last three years in the following tabula_: To assure maximum ronst.deration for your prequalification rating.5e rprff a as to the nature of the work your firm actaally perjnrtned..4 trachment-, Lre acceptable provided they furnish the requrrted information. YEAR TYPE OF WORK `ALCE OF WORM COMPLETED PERFORMED Lc?C:;TfOV OF WORK1 FOR `.;' it `-t PERFORMED c 31vr____________.___ __!,',,.,;_�-,�J�/�______ .-;.�..�d uicr�y_��t.•_�_�________ _.rQ•L�-',�'S��--:..c-�c',..�,I7.a 1990------ - .x,_�.e�Q�r- S ri---- r---,9R4----- -Sa -�iCjj cn,_.C.r-.------ -Jyy Ile�� L990_ _ -:;a`-r r - - , e ----------------- --GCCSI---------------- - --'-T- 0 ---- - 'a 11a�n T-tea---------- - io - L930 - Stars^------------- --'- — Y+0-3------ �a:4sa dr-Ga---------- -Cis • �_-= at i-------- 19-gA------- -------------------------- ------ -Vas-l-eJo-,-rA------------- ;o------- L9-9A------- -uZ" r,-S�z��,-S os�n---- --f-r2cr',�3?- -- - = a � �zr�A-------- -31� 1,990------- .Nate --L.3-10. 1QA-------- A I a -------------- -R�Z --------------------- 199-0------- Saex,_�t zr ---------- -' — - --- -_' 43_ 2 73Q------ �tac_{-.nn._��----- _3aut ?r�aaa-------- 1,922 _: =�_ 3 IL __�.� _.C1L£_L'_; -_ ;Ose__ ------- - ----------- --- - ------- ----- Q ^t r _ .. --,.11Z_ _ _ _1fZ_2 _CA_ _IxYin�_, - r- -- -Yam.....------ _ ----------- 19389------- -E L= i , ---- ' r 1 Q C a7a- 1 _,...t�.-_.�._J�a��--------- ' " -,-1Q3------ -<�---e-'�r--�------------- -!'.it.:._^---��I�3a--------- 959---- • �,6- ------ San.-3amat�y-A ------ -�'an')------------------------ -- -------------------------- -------- 1989------- -:4 --------------------------- ------!- LO ------ �:or_=r3, �---------- -CC=M-------------------------- L923---------�4:ner--------------------- 1------ .E rm t, ----------- --k.iam-,4- i�__�+Ta.te�-Aist LMS--------_5ia.re r,__.S arm_Ilrair- B------ -.�.atiach-,_.A.---------_ ac.-------- L9S8_ `- " ------ -Steer------------------------ --L,�.c. ----- ��among-,--�.--_ - _r...l.t`LT.G _3�tnetia.---------- ----- L988--------- e_Tae_r_,_Srarm_D.raia------- -----93D 109------ .Danv�i 1 e-,--0- --------- -Les_\-1c- )csald L98$--------- —ax------------------------ --Lr° ,�?5--- -- �arwi~Le,-- --------- -CCC 0----------------------- L98$--------- «zt«ez,-Stara-D-sain------ --1,6-a-=-,-SbII------ llaklaad,-i-A----••------ -aljy.ZQ-Z_ a-Si1va,-J-s.4G. 19$$------- =yaw------------------------- ----- ��'--/------- Zrz=rnLy--CA-------------iUamed.a--e t:i 5t,-4rw-D1 e11 ------ --1,17_99 r 6 9-'7------ Z3":r:-��3w6�s-r+A-------- -Ci tie-Id------ 19a------- `A;a-t;a-r-------------------------------S-13 .932------ -�aLlaja ZA---------- -C-i-;z_-az-Ua.1.1�P_3ci-------- 19$4--------4 aT-,--Sasex-:--%tar n---- -----$33T8bo- ---- -�Bz�oa�r-�A----------- -Ql--VQx, �-Si3:va rx, 6e�--------- -Canexr-e-------------------- L98-------- mare=------------------------ --8t2 5y 15------ -------- -- f c)r-2ia-DID----- --- L9$7------_ ------- a17 e ----------- -LUi_u :_de_Si1ua,'.ac._ v, ra Except L provided in Section 10164 of the Public Contract Code,a contractor prequalif led through the submission of a Statement of Experience and Financial Condition who wishes to bid on projects handled by the State of California must be licensed under the California"Contractors' License Law".The licensing must correspond with the prequalification as to type of organization: tx_a contractor licensed as a corporation must be prequalified as a corporation, a contractor licensed as a partnership must be prequalified as a partnership, etc. Where the prequalttuat,on is in the name of and based as a joint venture of such organizations,then the joint venture must be licensed as such and any bids based on such pr-qualifica6cin must be in the name of the joint venture so prequalified.The license,or licenses. held by a contractor must authorize the type of work on which he requests permission to bid.Corporations not incorporated in the State of California must take the necessary steps to permit doing business in the state. ' s A. BID DOaMWM, Continued BIDDER QLW.0 ICATICN RM In further oouplianos with the specifications fmmished, the undersigned submits the foll.iwinq statements as to his experience and to his qualifications as a part of this proposal, and the truthfulness and utterance of the information is hereby guaranteed. (1) How many years has your organization been in business under its preset name? (2) How many years experience in work comparable with that required tinder the proposed contract has your organization had by this or any other name? (3) Contractor I s License No. �LI24g 419 W 11 state of California, Classification ,q Expiration Date (4) List work similar in character to that required in the proposed contract which your organization or perscrux.l in your o-cjanization has capleted within the past 3 years. Year Class, In ation of Work and for Whom Performed Contract Amount T BID PROPOSAL PAGE 11 OF 14 A. BID DOCUMER 5, Continued Name of Pr®posed , if any (Section 4104, GwverMt?dit Code) 1. � .1i- �J..` ,`-c! C 2. 3. 4. 5. 6. Addre.s if Shop or Office of Sub-Contractors (Section 4104, GoverrMent Code) 2. 3. 4. 5. 6. Work to be Performed by Sub-factors (Section 4104, Government Code) 3. 4. 5. 6. BID pwpOSAL PAGE 12 OF 14 A. BID 'PS, Om*jnued IF YOU ARE AN INDIVIDUAL, SO STATE. IF YOU ARE A. F ;H OR OD-PARWMsH3p, SIXTE TM Fed NAME AND LIST 7M NAM OF ALL INDIVIDUAL OD-PATMOM FMI. IF A PCPMICN, STATE LEGA NAME OF O R M A CN, ALSO HAM OF PRESIDE r, SPIRY AND RUMER. 7HE C MW RATE SEAL. MUST BE AFFIJCED. THE INFIDR MON OMMUNED IN IMS BID IS BEING MADE UNDER PENALTY OF PEPJU Y. TYPE OF BUSINESS: Individual: Oo-Pare nerShip :=:��tic'n"��N Joint Venture Other (Describe) Name and Signatwe of Bidder: ULIF Address (Both mailing and location addresses) : .: m=4. 0 A Telephone Number: Date:_ Addendas Yteaeived: 2 3 4 5 BID PROPOSAL PAGE 13 OF 14 PIONCOLTIISION AFFIDAVIT TO BE ESESLYI'FD BY BIDDER AND SUE IITTED WME BID State of California ss. County of LPL rKCN being first duly sworn, deposes and says that he or she is of!•t�A 3k-k.C%„a'l n".'At`F,'�sJc_. the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, many, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited arny other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, comminication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interest in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, many association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Name and Signature of Bidder: (Print) 2� �' - (Si ) f Date: �� " hr`Y�- BID PROPOSAL PAGE 14 OF 14 � CITY OF CUPERTIN SPECIFICATIONS FOR STEVENS CREEK STORM INTERCEPTOR � SPRR TO STEVENS CREEK PROJECT 91 - 116 � FOR USE IN CONNECTION WITH: CITY OF CUPERTINO STANDARD SPECIFICATIONS STANDARD DRAWINGS Prepared by: A& ALLIED ENGINEERING COMPANY F cowsuLnNc CIVIL ENGINEERS 3170 NQ.LiAMS ROAR SAM dOSF,CA 95117 .:� (408) 241-1960 CITY OF CUPERTINO DEPARTMENT OF PUBLIC WORKS CALL FOR BIDS PROJECT NO. 91-116 STEVENS CREEK STORM INTERCEPTOR SPRR TO STEVENS CREEK BID OPENING ® 2:00 P.M. TUESDAY AUGUST 6, 1991 Bert J. Viskovich, Director of Public Works City Hall 10300 Torre Avenue Cupertino, California 95014 91-030 STEVENS CREEK STORM INTERCEPTOR 3 of 4 PROJ. 91-116 TABLE OF CONTENTS CONTRACT DOCUMENTS A. BID DOCUMENTS 1. Notice to Contractors 2. Proposal B. GENERAL PROVISIONS 1. Adoption of Standard Specifications 2. Headings and Citations 3. Definitions of Terms 4. Prosecutions and Progress 5. Control of Work ® 6. Legal Relations and Responsibilities to the Public 7. Proposal Requirements and Award of Contract C. SPECIAL PROVISIONS 1. Description of Work 2. Construction Details 2.01 Construction Project Funding Identification Signs 2.02 Order of Work 2.03 Areas for Contractor's Use 2.04 Project Appearance 2.05 City-Furnished Work 2.06 Material Sites 2.07 Notification of Residents 2.08 Pedestrian Access and Access to Property 2.09 Work Within Waterway 2.10 Relations with California Dept. of Fish and Game 2.11 Relations with the Corps of Engineers 2.12 Relations with California Regional Water Quantity Control Hoard 2.13 Temporary Erosion Control 2.14 Temporary Fences and Gates 2.15 Cooperation 2.16 Progress Schedule 2.17 Protection of Existing Utilities 2.18 Dust Control 2.19 Construction Area Signs 2.20 Maintaining Traffic 2.21 Traffic Control System for Lane Closure 2.22 Temporary Pavement Delineation 2.23 Barricades 2.24 Temporary Railing 2.25 Existing City Facilities 2.25A Abandon Culverts and Pipe Lines 2.25B Remove Traffic Stripes and Pavement Markings 2.25C Remove Drainage Facilities 2.25D Remove Concrete 2.25E Remove Asphalt Concrete Driveway 2.26 Clearing and Grubbing 2.27 Tree Removal and Trimming 2.28 Watering 2.29 Earthwork 2.30 Structure Excavation 2.31 Trench Sheeting, Shoring, and Bracing 2.32 Bedding Material 2.33 Structure Backfill 2.34 Pavement Grinding 2.35 Saw Cut and Pavement Removal ® 2.36 Aggregate Base 2.37 Lean Concrete Base 2.38 Asphalt Concrete 2.39 Deep Lift Asphalt Base 2.40 Temporary Asphalt and Aggregate Base 2.41 Interlocking Paving Stones 2.42 Manholes 2.43 Drainage Inlet 2.44 Reinforcement 2.45 Reinforced Concrete Pipe 2.46 Corrugated Metal Pipe 2.47 Ductile Iron Pipe (D.I.P. ) Casing 2.48 Polyvinyl Chloride Pipe 2.49 Miscellaneous Concrete Construction 2.50 Sacked Concrete Slope Protection 2.51 Miscellaneous Iron and Steel 2.52 Chain Link Fence and Gates 2.53 Concrete Barrier Wall 2.54 Replace Pedestrian Bridge Footing 2.55 Paint Traffic Stripes and Pavement Markings 2.56 Pavement Markers 2.57 Traffic Signal Inductive Loops and Detector Cable 2.58 Maintaining Existing and Temporary Electrical Systems 3. Time of Completion and Liquidated Damages ® 4. Signature Page NOTICE TO CONTRACTORS ® City of Cupertino 10300 Torre Avenue Cupertino, California 95014 STEVENS CREEK STORM INTERCEPTOR FROM SPRR TO STEVENS CREEK, PROJECT NO. 91-116 The City of Cupertino, Santa Clara County, California, invites sealed proposals for the construction of the work as delineated on the Plans or in the Specifications, entitled, Project Plans for Construction in Santa Clara County in Cupertino at Imperial Avenue and Stevens Creek Boulevard, Project No. 21 11fL Said Sealed proposals will be received at the office of the City Clerk, City Hall, 10300 Torre Avenue, City of Cupertiro, California, until 2 :00 P. M. , August 6, 1991 (Tuesday) , at which time they will b? publicly opened and the comparative totals read. All bids received will be reported to the City Council of Cupertino within thirty (30) days of receipt, at which time the Council will review and act upon the bids submitted. Award, if any, will be to the lowest responsible bidder. Payment will be made in cash by said City upon submission by the Contractor and approval by the Engineer of a progress billing which ®reflects the value of the work completed. The progress payments made as word; progresses will be payments on account and will not be considered as an acceptance of any part of the materials or workman- ship required by the Contract. Pursuant to Section 4590 of the California Government Code, the Contractor will be permitted, at its request and sole expense, to substitute securities for any moneys withheld by the City to ensure performance under the contract. Said securities will be deposited either with the City or with a state or federally chartered bank as escrow agent. Securities eligible for this substitution are those listed in Section 16430 of the California Government Code or bank or savings and loan certificates of deposit, interest bearing demand deposit accounts, standby letters of credit, or any other security mutually agreed to by the Contractor and the City. The Contractor shall be the beneficial owner' of an), securities substituted for moneys withheld and shall receive any interest thereon. All proposals or bids shall be accompanied by a cashier 's or certified check payable to the order of the City of Cupertino, amounting to ten (10) percent of the bid or by a bond in said amount and payable to said City, signed by the bidder and a corporate surety, or by the bidder and two sureties who shall justify before any officer competent to administer an oath, in double said amount and over and above all statutory exemptions. Said check shall be forfeited or said bond shall 46ecome payable to the City in case the bidder depositing the same does 0t, within ten (10) days after written notice that the contract has been awarded to him, enter into a contract with the City. (Notice to Con'Ur7ctors, Page 2) Contractor shall furnish to City a faithful performance bond and a labor and material bond as required in said specifications. It shall be mandatory upon the Contractor to whom the contract is awarded, and upon all subcontractors under him, to pay not less than said general prevailing rates of per diem wages to all laborers, worknien, and mechanics employed in the execution of the contract. All bids shall be compared using the estimate of quantities prepared by the Engineer of Work and the unit prices submitted. No incomplete nor interlineated proposal or bid will be accepted. Bidders are required to bid on all items of the proposal. No bid will be accepted from a contractor who has not been licensed in accordance with the provisions of Chapter 9 of Division 3 of the Business and Professions Code of the State of California. i The contract shall not be awarded to any bidder who does not possess the proper classification of. license. ®Special attention of bidders is directed to .Section 6 for full directions as to bidding. Plans, Specifications and Contract Documents may be reviewed and copies of same may be obtained at the office of the City Engineer, City Hall, Cupertino, California, upon deposit therefore of $10.00 per set, none of which deposit will be refunded. The City of Cupertino reserves the right to reject any or all bids, and further reserves the right to delete any item or items from the proposal or to increase or decrease the quantity of any item thereof. CITY OF CUPERTINO Date: , �l �/ By &... ,,,Z"' City lark Publish: CUPERTINO COURIER July 17, 1991 July 24, 1991 BIDDERS PROPOSAL PAGE STEVENS CREEK STORM INTERCEPTOR PROJECT NO. 91-116 TO THE DIRECTOR OF PUBLIC WORKS CITY OF CUPERTINO 10300 TORRE AVENUE CUPERTINO, CA 95014 In compliance with the Plans, Specifications and/or Special Provisions for the constructing to completion the STEVENS CREEK STORK INTERCEPTOR at Imperial Avenue and Stevens Creek Boulevard, I, the undersigned, hereby declare that I have read the proposal requirements® visited the site, and examined all the above documents. I, the undersigned, hereby propose to do all work required to complete the project in accordance with the PlanF, Specifications and/or Special Provisions for the prices set forth in the following sch{-dule. d further understand that said p_---,-es include all costs including, but not limited to, local, state and federal taxes or transportation costs. I, the undersigned, also understand that the quantities shown below are estimates only, being given on a basis of comparison of bids, and that the City of Cupertino does not state that the actual amount of work will correspond but reserves the right to increase or delete the amount of any class or portion of the work or to omit• items or portions of the work that may be deemed necessary by the Engineer. The City of Cupertino reserves the right to unilaterally determine and award the contract to any qualified bidder based on the most advan- tageous proposal, to reject any or all bids or to waive any irregu- larities in the bidding procedures. The work to be done consists of the furnishing of all labor, methods, processes, tools, machinery and materials required to construct to completion and in working usable order the STEVENS CREEK STORM INTERCEPTOR at I:aperial Avenue and Stevens Creek Boulevard PROJECT NO. 91-116 as described in the contract documents. In the event of discrepancies between the written unit price and the numerical unit price, the written price shall prevail and shall be used to calculate the total for that bid item. The bid prices for this project shall be as outlined on the following pages. Bid Proposal Page 1 of 14 ��Ta�T� ovA�raTa�s Item Est, Unit Description of Item Unit Total t1To. bte. Price 1. 1 LS Mobilization Dollars per lump sum 2. 6705 LP Temporary Fence (Type CL-6) 0 3 1LP Dollars per lineal foot 3. 1 LS Construction Area Signs Ttl� Tito J S Fl�NJ 3o0— LS s 330o'_ Dollars per lump sum 4. 7,260 LP Temp. Pavement Delineation Fwe DOU-4 5 P"� SIx7Y Cis /LP 0 bS6_ Dollars per lineal foot 5. 150 SP Temp. Pavement Marking SIBC SFS4�Z:Zoo Dollars per square foot ® 3id Proposal Page 2 of 14 P 9► Ln ® C. 10 EA Barricade (Type I) IS LS e EA g 3SO Dollars per each 7. 12 EA Traffic Cones s 13 � /EA s 156 � Dollars per each 8. 5845 LF Temporary Railing (Type K) FOJ R-- 7?[?U.aA S &aD :L&JI—Z A%V COJTS /LF 2� ®� •ZS Dollars per lineal foot ® 9. 9 EA Adjust Frame and Cover to Grade $ 300 r/EA S 2700 Dollars per each 10. 240 LF Remove and Replace Fence and Gates 'fw E>JI`I S I x 26 ELF 2.qp ,--- Dollars per linear foot 11. 3 EA Abandon Storm Drain s 3�S ,EA $ g7s Dollars per each Bid proposal Page 3 of 14 12. 2.0 CY Remove Concrete Curbp Gutter a Sidewalk iFri -50 r /CY S 10 Dollars per cubi,- yard 13. 1.2 CY Remove Asphalt Concrete Driveway �o iCY s6 Dollars per cubic yard 14. 1 LS Clearing, Grubbing and Removal of Obstructions 111 00/LS ,�, H,3� 00•- Dollars per lump sum 15. 30 CY Structure Excavation �S ,CY ySo Dollars per cubic yard 16. 1 LS Trench Shoring/Sheeting ONE HUrMm 5L W= Meg" 70 000 LS 1700000 Dollars per lump sum 17. 130 CY Class 2 Aggregate Ease f 3300 Dollars per cubic yard Sid Proposal Page 4 of 14 18. 30 C% Lean Concrete Base s s iCy SU050 Dollars per cubic yard 19. 650 TON Asphalt Surfacing TONS Dollars per ton 20. 1450 TON Deep Lift Asphalt Base s b Z /TON S lW Dollars per ton 21. 500 SF Interlocking Paving Stones EWC S S /SF S ZSc�o Dollars per square foot 22. 6 EA Storm Manhole (up to 121 deep) a In1 o TJOQS&4 Q S�►�J s Z7nu SEA 16 Looms Dollars per each It Bid Proposal Page 5 of 14 0 23. 5 EA Storm Manhole (12'-201 deep) IUME mious ftw-D 1C1 lie- 0 k-0 00 i Dn Dollars per each 32— 24. 3 EA Storm Manhole (201-28' deep) ¢ou�O 2 5� Fe y e S 4500 �J EA 1.3 Dollars per each 25. 2 EA Standard Caltrans Type GIDO inlet /U/Alr tfpiJDAM, �qLO -/EA 1 Dollars per each 26. 28 LF 12" RCP , E11AH7J i r S 61D /LF Z23D Dollars per linear foot 27. 12 LF 240 RCP llI1n1ET`/ /LF 00 Dollars per linear foot 28. 30 LF 306 RCP Ode e Q/a 00� LF 300p� Dollars per linear foot Bid Proposal Page 6 of 14 e 29. 909 LF 42" RCP S 15O /LF 6�WID Dollars per linear foot 30. 2379 LF 48" RCP Dollars per linear foot 31. 30 LF 48" CMP, 12 Ga. , Conc-Lined ONE Wr-low 5e2erjv`1 E1 z�7 2p�r �- � LF 4 537o Dollars per linear foot ® 32. 8 LF 80 DIP Casing "Two f{ymp h)o $ W2 /LF 1600 Dollars per linear foot 33. 8 LF 8' PVC IWv S7,0o,—/LF boo Dollars per linear foot 34. 25 LF Concrete Curb a Gutter with 4" Cl. 2 AB Cushion Twee �1v� Dollars per linear foot Bid Proposal Page 7 of 14 0 1 35. 106 SF Concrete Sidewalk with 41 Cl. 2 AB cushion /VL¢ _S ,S lSF 30•- Dollars per square foot 36. 600 SF Sacked Concrete Slope Protection EI SF Dollars per square foot 37. 215 LF Chain Link Fence r s 2 70 /LF S-0 Dollars per linear foot 3b. 10 LF Concretq Barrier Wall NWM FIvE S LF 8 go Dollars. per linear foot 39. 3 EA Survey Monuments �z1H 2LJ D RNA 6S coo /EA S 1600 Dollars per each Bid Proposal Page 8 of 14 40. 1 LS Replace Ped. Bridge Footing �-Eve lua use S700e_/LS 3.1,p Dollars per lump sum 41. 7100 LF Paint Traffic Stripe (2-coat) ONE- ILDLLAI-- IM 7 .— .'LS Dollars per linear foot 42. 700 SF Paint Pavement Marking (2-coat) 1 i 94�E Lo�4 hNQ El !:2 Yl T`/ GEi Ts s 3-BO iEF a 2 6Q Dollars per square foot 43. 150 EA Pavement Markers s 10 iEA s ISAO Dollars per each 44. 4 EA Inductor Loop with Lead in Cable File s LOS /EA s1900 r Dollars per each l Z 7 7 S-19 — TOTAL BID PRICE ;�as�s�ammrsma�a�a�aaaa�n��a u I Bid Proposal Page 9 of 14 \( f I, the undersigned agree that if this proposal is ate, I will ® enter into a coritract with the City of Cu;ertino to provide all necessary machinery, tools, apparatus, and other means of oonstruction and to do all the work specified in the contras in the manner and time specified. I, the undersigned declare that this bid is made without connection with any person, firm, or corporation making a bid for the same work, and is in all respects fair, and without collusion or fraud. I, the undersigned recognize that the Director of Public Works of the city of O pertino will reserve the right to establish the priority of one job over another and each starting date where conflict, of construction schedules occur. Attached hereto is the required oertified check <bid bond the lip �hc ►�' amount of $ 10% � , as required by law and the Notice to Bidders (10% of bid mount) BID PRMOSAL PAGE 10 of ,l 4 A. BID DOMWM, Continued BIDDER EUi in further cmqpliarce with the specif ications furnished, the undersigned submits the: following statements as to his experience and to his qualifications as a part of this proposal, and the truthfulness and utterance of the information is hereby guarant�. (1) How many years has your organization been in business under its present name? !3 (2) How many years experierm in work curable with that required under the proposed contract has your organization had by this or any other name? 13 (3) Contractor's License No. 365456 , State of California, Classification,014 Expiration Date 1 t-30-21 (4) List work similar in character to that required in the proposed contract which your organization or personnel in your organization has caMleted within the past 3 years. Year Class, Location of Work and for Whoa Performed Contract Amount sq9 41 (o"tom" A-(P 9u5 50-w- -5�orJ PA"c,,J 9'YPASS - � 00.000 WAtrrvT- cAVZ(- (A, - A C©e l hgv- eAc-_LdoSAwm► e- 88-89 Z 5(-,ArJD P 1� 1N; !S C,'f V re-� - gQ.r OArr 20 SO 0 Oct ` -40 C�7 S1DP 1�UAi� 5,4,js^-I Tt, zi00 000 BID PROPOSAL PAGE 11 OF 14 A. BID DOC(HN wm, Cantinied Nine of PnmpmW if any (Section 4104, Go'vex MP-nt COde) 2. ` G fir, 1,e a A vi.v 3. 4. 5. 6. Address if Shop or Office of (Section 4104, Go�ent Code) 2. 3. 4. 5. 6. Work to be Performed by Sub--Contractors (Section 4104, Goverment Code) 2. �. L' ��Vl W! Z 3. 4. 5. 6. BID PRoPOSAL PAGE 12 OF 14 X w A. BM DOaRMS, CMtiMled IF YOU ,may M M J®,lMTV��pAMmL, �7'VT�w.iATE.e `pi}�F YOU /�ACiG�**A FIM�p��}R OD F/C��y[v��ilpMr CIP, s.ii'�d8i idM SiiY'6 NMM AIM d.X HE l�Y9i'iM O A�i��r1a�nmry 6i tmL OD— }�*Ca4P S�qI�N�G nT M FIM. IF A ON, S ��LW-AL�,q� ��p MW OF �+1I Ai.►0 1'fi'!i•W O a AND ��7CYS0'96zCit. ��S}}F��L��MyS�I�'p�BryE�� . 'III Mid IN 3�S BID IS BEIM MADE UNM PENALTY OF . TYPE of B{BiNESS: Individual: _ �1�41:YOJNIj ®�• Corporation ovNC (aNsM cno,4 Lo. , -Tiyc.. i3m& Joint Vence other (Describe) Name and Signature of Biddeir:�„ r 1�t06i1� 1 ) Address (Bu-,h mailing and location ) : 1'jo A 1wri +(o v.j-rx-i D2. AA9.a y 1 c`� + A• �14 S2-6 Telephone Number, HIS ) 837-0"7& D.W. YOUNG CONSTRUCTION COf!fPANY, INC. Date: 8-6-9 1 GENERAL ENGINEERING COMPACTOR 140-A TOWN & COUNTRY DRIVE Adas R,acetived: DANVILLE, CA 94526 (415) 837-0724 2 3 4 5 BID PROPOSAL ME 13 OF 14 NCBCDLUZIC d AFF MAVIT 70 BE EXECUr D BY BIDDER AND SUMMED WrrH BID State of California ss. County of f.u772.2- ZIL72-1 ` r tl `GuN being first ses . and says that or is /4g/DEcT__ . of RBI m1 Ntr.ilk the party making the f ing bid that the bid interest of, or on behalf of, any undisclosed person, partnership, conpany, association, or<anization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced cr solicited arry otter bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain froda bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, o=unication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interest in the proposed contract; that all statements contained in the Ldd are true; and, further, that the bidder has not, directly or mx1irectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Name and Signature of Bidder: ®.W.VMM CdN'3TMUCt10P1 COMPAW,MC. (Print) 1 ( i e) Date: BID PROPOSAL PAGE 14 OF 14 IL GENERAL PROVISIONS AD22119N QF STANDARD SPECIFICATIONS By this reference, the Standard Specifications of the State of California., Department of Transportation dated January, 1988 (herein referred to as "Standard Specifications") is incorporated and adopted as the Standard Specifications and shall apply toget` -- with the modifications contained herein. HEADINGS W_D CITATIONS The section and other headings and citations to the State Standard Specifications are inserted solely as a matter of convenience and are not a part of the City's Standard Specifications. DEFINITIONS The definitions and terms outlined in Section 1 of the State Standard Specifications shall apply with the following modifications: 1-1.13: "Department" means the City of Cupertino (hereinafter referred to as "City") . 1-1.15: "Director" means the Director of Public Works/City Engineer, City of Cupertino (hereinafter referred to as "Engineer") . ® 1-1.18: "Engineer" means the Director of Public Works/City Engineer, City of Cupertino, or appointed agent(s) (hereinafter referred to as "Engineer") . 1-1.25: "Laboratory" means the City's approved testing laboratory. 1-1. 32: "Proposal Forin" means the form(s) provided by the City and pro Aded in the Special Provisions of the Project Specifications and upon which the City requires formal bids be prepared and submitted for the work. 1-1. 39: "State" means the City of Cupertino. � 4 PROSECUTION 61 PROGRESS OF JU WORK a.,. Noiss Control Grading, * construction and demolition activities shall be allowed to exceed the noise limits of Section 10.48.040 of the Cupertino Municipal Code during daytime hours provided that the equipment utilized has high quality noise muffler and abatement devices installed and in good condition and the activity meets one of the following criteria: 1. Nc individual device produces a noise level more than eighty-nine(89) dBA at a distance of twenty-five(25) feet from said device. 2. A noise level on any nearby property does not exceed seventy(70) dBA. General Provisions page 1 of 11 A., Noise Control(C nt'd) It is a violation of this chapter to engage in any grading, street construction or underground utility work within seven hundred fifty(750) feet of a residential area on Saturdays, Sundays, Holidays and during the nighttime period except as provided in Section 10.48.030, emergency exception. Grading, construction or demolition occuring during nighttime periods shall not be allowed unless they meet the nighttime standards of Section 10.48.040, daytime and nighttime maximum noise levels. b+ Pro rg ess cJ t e work The contractor shall begin work within fifteen(15) days after recieving notice that the contract has been approved, or upon reciept of notice to proceed, and shall diligently and continuously prosecute the same to completion within the number of working or calender days as shown in the Special Provisions. cr, Record Drawings The Contractor, upon completion of this project, shall furnish and submit a set of accurate "Record Drawing" plans to the Department of Public works. Five(5) sets of "Electrical Schematics" of the traffic signal cabinet and service equipment enclosure shall be provided by the Contractor on projects where traffic signals are constructed or modified in any way. These plans shall show all contract change order work amd all variations in the construction from the plans provided to the Contractor by the City. ® d The right of way for the work to be constructed will be provided by the City. The Contractor shall make arrangements and pay all expenses for additional area required outside of the limits of right of way. ,. Suspension of the Contract If, at any time, the City determines that the Contractor has failed tc , supply an adequate working force or material of proper quality, has failed in any other respect to prosecute the work with the diligence and force specified and intended in and by the terms of the contract, or has failed to comply with any of the terms of the State Public Contract Code, written notice to correct any such deficiencies shall be served to the Contractor. Should the Contractor neglect or refuse to provide means for a satisfactory compliance with the contract as directed by the Engineer, within the time specified in such notice, the City shall have the power to suspend the operation of the Contractor. Upon recieving notice of such suspension, the Contractor shall discontinue said work, or such parts of it as the City may d$signate. Upon such suspension, the Contractor's control shall terminate, and thereupon the City of its duly authorized representative may take possession of all or any part of the Contractor's materials, tools, equipment and appliances upon the premises, and use the same for the purpose of completing said contract. The City may emplcy other parties to carry the contract to completion, employ the necessary works, hire equipment, substitute other machinery and materials, d General Provisions page 2 of 11 g+ Suagension gf c e Contract(Cont'd) purchase the materials for, and buy such additional materials and supplies at the Contractor's expense as may be necessary for the proper conduct of the work and for the completion of the contract. The City may annul and cancel the contract and relet the work or any part thereof. Any excess of ccsc arising therefrom over and above the contract price will be charged against the Contractor and the Contractor's sureties, who will be liable therefore. In the event of such suspension, all money due the Contractor or retained under terms of this contract shall be forfeited to the City. Such forfeiture will not release the Contractor or sureties from liability for failure to fulfill the contract. The Contractor and the Contractor's sureties will be credited with the amount of money so- forfeited toward any excess of cost over and above the contract price, arising from the suspension of the operations of the contract and the completion of the work by the City as above provided, and the Contractor will be so credited with any surplus remaining after all just claims for such completion have been paid. In the determination of the question whether there has been any such non- compliance with the contract as to warrant suspension or annulment thereof, the decision of the City Council of the City of Cupertino shall be binding on all parties to the contract. f,,, Time of Completion and L auidated a s ® The. work to be performed under this contract shall be completed in accordance with Section 8, paragraph 4b, above. It is agreed by the parties to the contract that in case all the work called for under the contract, in all parts and requirements, is not finished or completed within the number of days as set forth in the Special Provisions, damage will be sustained by the City. It is further agreed that it is and will be impracticable and extremely difficult to ascertain and determine the actual damage which the City will sustain in the event of or by reason of such delay. It is therefore agreed that the Contractor will pay to the City, the sum set forth in the Special Provisio-.is, per day for each and every day of delay in finishing the work in excess of the number of days prescribed. The Contractor agrees to pay said liquidated damages herein provided for, and further agrees chat the City may deduct the amount thereof from any monies due or that may become due to the Contractor under the contract. It is further agreed that in case the work called for under the contract is not finished and completed in all parts e,nd requirements within the number of days specified, the Engineer shall have the right to increase the number of days or not, as may be deemed in the best interest of the City. If the Engineer decides to increase the said number of days, the City shall further have the right to charge to the Contractor, the Contractor's heirs, assigns or sureties 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. The cost of final surveys and preparation of final estimate shall not be included in such charges. The contractor will be granted an extension of time and will not be assessed with liquidated damages or the cost of engineering and inspection for any portion of the delay in completion of the work beyond the time named in General Provisions page 3 of 11 f ?i:se 0-1 CQM21e on p. d Liguidaced Damages(Cont'd) the Special Provisions for the completion of the work caused by acts of God or of the public enemy, fire, floods, tidal waves, earthquakes, epidemics, quarantine restrictions, strikes, labor disputes, shortages of materials and freight embargoes, provided, that the Contractor shall notify the Engineer in writing of the causes of delay within fifteen(15) days from the begining of any such delay. The Engineer shall ascertain the facts and the extent of the delay. The Engineer's findings thereon shall be final and conclusive. No extension of time will be granted for a delay caused by a shortage of materials unless the Contractor furnishes to the Engineer documentary proof that every effort has been made to obtain such materials from all known sources within reasonable reach of the work in a diligent and timely manner. Further proof in the form of supplementary progress schedules, as required in Section 8-1.04 of the State Standard Specifications ("Progress Schedule") , that the inability to obtain such materials when originally planned did in fact cause a delay in the final completion of the entire work, which could not be compensated for by revising the sequence of the Contractor's operations, shall be required. The term "shortage of materials," as used in this section, shall apply only to materials, articles, parts or equipment which are standard items and are to be incorporated in the work. The term "shortage of materials, " shall not apply to materials, parts, articles or equipment which are processed, made, constructed, fabricated or manufactured to meet the specific requirements of the contract. Only the physical shortage of material will be considere.l under these provisions as a cause for extension of time. Delays in obtaining materials due to priority in filling orders will not constitute a shortage of materials. If the contractor is delayed in completion of the work by reason of changes made under Section 4-1.03 of the State Standard Specifications ("Changes") , nr by failure of the City to acquire or clear right of way, or by any act of the City, not contemplated by the contract, an extension of time commensurate with the delay in completion of the work thus caused will be granted and the Contractor shall be relieved from any claim for liquidated damages, or engineering and inspection charges or other penalties for the period covered by such extension of time. The Contractor shall notify the , Engineer in writing of the causes of delay within fifteen(15) days from the begining of any such delay in order to be reliived of said liquidated damages or other penalties. The Engineer shall ascertain the facts and make findings regarding the extent of delay. The Engineer's findings shall be final and conclusive. Except for additional compensation provided for in Section 8-1.09 of the State Standard Specifications ("Right of Way Delays") . and except as provided in Public Contract Code Section 7102, the Contractor shall have no claim for damage or compensation for any delay or hindrance. It is the intention of the above provisions that the Contractor shall not be relieved of liability for liquidated damages or engineering and inspection charges for any period of delay in completion of the work in excess of that expressly provided for in this section. (See State Standard Specifications ® Section 8-1.07. 1 General Provisions page 4 cf 11 5, CONTROL of = Work ALie Authority ig n2xtame from shi Approved Plans In addition to the provisions of Section 5-1.03 of the State Standard Specifications, deviations from the approved plans or specifications for the project must be authorized in writing by the Engineer. b ust Contr2l The Contractor shall, at all times during construction and until final completion and acceptance, prevent the formation of an air-borne nuisance by oiling, watering with non-potable water, or by other satisfactory method, as required by the Engineer. The Contractor shall treat the site of the work in such a manner that will confine dust particles to the immediate surface of the work. The Contractor shall perform such dust control measure within two(2) hours after notification that the Engineer has determined that an air-borne dust nuisance exists. If the Contractor fails to abate the nuisance within two(2) hours, the City of Cupertino may order that dust control measures at the site be done by City personnel and equipment or by others, and all expenses incurred in the performance of this work shall be charged to the Contractor and paid for by the Contractor. cy Ins2ection In addition to the provisions of Section 5-1.08 of the State Standard Specifications, the Contractor shall provide, to the Engineer, all information ® respecting the progress of the project. The Contractor shall also furnish telephone service at all facilities servicing the project. All work done by the Contractor shall be accomplished between the hours of 8.00 a.m. and 5:00 p.m. , Monday through Friday, or as specified in the Special Provisions, unless authorized in writing by the Engineer. Whenever the Contractor varies the period within the authorized hours during which work is carried on each day, the Contractor shall give due notice to the Engineer, so that proper inspection may be provided. Any work done in the absence of the Engineer will be subject to rejection. i Inspection costs for any work done before 8:00 a.m. or alter 5:00 p.m. on a regular work day or on Saturdays, Sundays, or Holidays, shall be paid for by the Contractor at a rate of thirty-five dollars($35.00) per hour, or latest rate approved by the City Council, except where such work is specifically required by the Special Provisions. Projects financed in whole or in part with state funds shall be subject to inspection at all times by the State Director of Public Works or the State Agency involved. (See State Standard Specifications Section 5-1.08. 1 4, Monu entation The Contractor shall properly guard, protect and preserve all street and highway monuments, all property corner and property line monuments and all U.S.C. & G. S. monuments in their proper places until their removal is ® authorized by the Engineer. Any monuments that have been removed without proper authority shall be replaced at the Contractor's expense. General Provisions page 5 of 11 r., Sams and Tests The source-of supply of each of the materials to be used on the project shall be approved by the Engineer before delivery is started and before such material is used in the work. Representative preliminary samples of the character and quality prescribed shall be submitted by the Contractor or producer of all materials to be used in the work for testing or examination as desired by the Engineer. The Contractor shall furnish such samples of materials as are requested by the Engineer, without charge. No materials shall be used until it has been approved by- the Engineer. Additional samples may be secured and tested whenever necessary to determine quality of materials. All tests of the materials furnished by the Contractor shall be made in accordance with commonly recognized standards of national organizations, and such special methods and tests as are prescribed in the Special Provisions. f" Utilities It is the Contractor' s responsibility to verify the location of all existing utilities . The Contractor shall have all of the utilities , underground mains, and services that may conflict with the project field located. The Contractor shall contact Underground Services Alert (USA) forty- eight(48) hours in advance of any work at (800) 642.2444. Due caution shall be exercized to insure that underground irrigation ® systems, electrical systems, and other utilities on private property are not damaged during construction of the project. During excavation, appropriate techniques shall be employed which safeguard all existing utilities and underground facilities. Damage to such utilities and underground facilities shall be repaired at the Contractor's expense. gb Water far Construction Water used in any way for the construction of the project shall be imported by the Contractor and shall be non-potable water in tanks clearly marked as such unless specific authorization to deviate has been granted by the Engineer. j.,. Loa UTATL ets AM RESPONSIBILITIES TO In Ug Btj-rt g,,, Contra ictor�s Pa=ents Upon request by the City, the Contractor shall submit reasonable evidence that all payrolls. materials, bills and other indebtedness connected with the work have been paid. If any liens against the Contractor for labor or materials furnished hereunder remain unsatisfied after final payment by the City, the Contractor agrees to pay the City all monies that the City may be compelled to pay in discharging such lien, including all costs and a ® reasonable attorney-s fee. General Provisions page 6 of 11 b, Insurance e Public liability and Property Damage Prior to entering into the contract respecting this project, the bidder to whom the contract is awarded shall furnish to the City Council of the City of Cupertino satisfactory proof that the bidder has public liability and property damage insurance in effect for the entire period covered by the proposed contract. The insurance carrier and forms of insurance shall be satisfactory to the City. Said insurance shall name as additional insureds, the City, it's officers and it's employees and shall protect the City against loss or liability for damages resulting from (1) bodily injuries, including death resulting therefrom, accidentally suffered or alleged to have been suffered by any person or persons not employed by the Contractor, that may be caused directly or indirectly by the performance of the contract, and (2) on account of injury to or destruction of property, including the resultant loss or use thereof, resulting from any act of the City or omission by the Contractor, or otherwise resulting directly or indirectly from the operations of the Contractor in the performance of the contract. The policy shall not contain the so-called "x" "c" "u" exclusions. The minimum limits of liability for this insurance shall be as indicated in (a) and (b) as follows: Each Pgrso gash Occurance Aggregate a) Bodily Injury Liability $500,000.00 $1,000,000.00 Property Damage Liability $250,000.00 $500,000.00 b) A single limit for Bodily injury Liability and Property Damage Liability Combined of $500,000.00 $500,000.00 Insurance coverage in the minimum amcunts set forth herein shall not be construed to relieve the Contractor from liability in excess of such coverage, nor shall it preclude the City from taking such other actions as are available under any other provision of the contract, or otherwise by law, except for the retainage of monies due the Contractor. i If the Contractor fails to maintain such insurance, the City may take out such insurance to cover any damages of the above-mentioned types for which the City might be held liable on account of the Contractor's failure to pay such damages, and 'deduct and retain the amount of the premiums from any sums due the Contractor under the contract. Nothing in the contract is intended to create the public or any member thereof a third party beneficiary hereunder, nor is any term and condition or other provision of the contract intended to establish a standard of care owed to the public or any member thereof. (See State Standard Specifications Section 7-1. 12. 1 General Provisions page 7 of 11 Labor Nondiscrimination is Attention is directed to the provisions of Section 7-1.01A(4) of the State Standard Specifications, which apply. In addition, tha Contractor shall comply with the recommended minority and female employment practices of the Office of Federal Contract Compliance of the United States Department of Labor as established for Santa Clara County. d,, Responsibility f_o_l Damages The City of Cupertino, the City Council, the Engineer or the Engineer's agents shall not be answerable or accountable in any manner for any loss or damage that may happen to the work, or any part thereof, any material or equipment used in performing the work, or for injury or damage to any person or persons, either workers or the public, or for damage to adjoining property from any cause whatsoever during the progress of the work or at any time before final acceptance. The Contractor shall be responsible for any liability imposed by any law and for injuries to or death of any person including but not limited to workers and the public, or damage to property resulting from defects or obstructions or from any cause whatsoever during the progress of the work or at any time before its completion and final acceptance. The Contractor shall indemnify and save harmless the City and all officers and employees thereof from all suits, claims or actions of any name, kind and description, brought forth, or on account of, injuries to or death of ® any person including but not limited to workers and the public, or damage to property resulting from the performance of a contract, except as otherwise provided by statute. The duty of the Contractor to indemnify and save harmless includes the duties to defend as set forth in Section 2778 of the Civil Code. With respect to third party claims against the Contractor, the Contractor waives any and all rights to any type of express or implied indemnity against the City, its officers or employees. It is the intent of the parties that the Contractor will indemnify and hold harmless the City, its officers and employees from any and all claims, suits or actions as set forth above regardless of the existence or degree of fault or negligence on the part of the City, the Contractor, the subcontractor or employee of any of these, other than the active negligence of the City, its officers and employees. In addition to any remedy authorized by law, so much of the money due the Contractor under and by virtue of the contract as shall be considered necessary by the City may be retained by the City until disposition has been made of such suits or claims for damages as aforesaid. The retention of money due the Contractor shall be subject to the following: 1. The City will give the Contractor thirty(30) days notice of its intention to retain funds from any partial payment which may become due to the Contractor prior to acceptance of the contract. Retention of funds from any ® payment made after acceptance of the contract may be made without such prior notice to the Contractor. General Provisions page 8 of 11 , , 1,222001bility tp-K Damage(Cont'd) ® 2. No retention of additional amounts out of partial payments will be made if the amount to be retained does not exceed the amount being withheld from partial payments pursuant to Section 9-1.06 of the State Standard Specifications ("Partial Payments") . 3. If the City has retained funds and it is subsequently determined that the City is not entitled to be indemnified and saved harmless by the Contractor in connection with the matter for which such retention was made, the City shall be liable for interest on the amount retained at the legal rate of interest for the period of such retention. The City will consider proposals by the Contractor to enter into special arrangements, such as posting securities or bonds acceptable to the City, in lieu of the retention of funds. Such special arrangements shall be in writing, and approved by the surety on the performance bond and by the surety on the payment bond. No funds shall be retained where the Contractor establishes, to the satisfaction of the City that at the time of the accident or occurance giving rise to a claim or lawsuit against the City or its officers or employees, that the Contractor had in effect public liability and property damage insurance of the type, form, and amount as provided in Section B, paragraph 6b, above ("Insurance - Public Liability and Property Damage") . (See State Standard Specifications Section 7-1.12. 1 ® 7,� PRgJq AL N= PA��TARD U CONTRACT ar„ Competency a Bidders All bidders are required to complete the "Bidder Qualification Form" as provided in the proposal. Incomplete forms or lack of experience in the field of work being bid may be cause for rejection of the proposal. b,, Contract Bonds The Contractor shall furnish two(2) good and sufficient bonds. Each of 'the Bonds shall be executed in a sum equal to the contract price. The first bond shall guarantee the faithful performance of the contract by the Contractor. The second bond shall be furnished as required by the terms of Sections 3247 to 3252, inclusive , of the Civil Code of the State of Cal17ornia. The Labor and materials ,bond will be released six(6) months after the Notice of Completion, and the Faithful Performance shall be reduced by ninety percent(906) at the Notice of Completion. The remaining ten percent(10%) will be released at the end of one(1) year from acceptance of the project provided any deficiencies in the work have been corrected. (See State Standard Specifications Section 3-1.02. 1 General Provisions page 9 of 11 .S., Ex,ec2cion of Contract ® The successful bidder, as Contractor, shall execute the Agreement set forth in the contr`-. documents and provide the contract bonds and insurance certificates required therein within ten(10) days of notification of award of contract. Failure to do so may result in annulment of award and forfeiture of the proposal guarantee. No proposal shall be considered binding upon the City of Cupertino. (See State Standard Specifications Section 3-1.03. 1 d PayMent The City will make partial payments to the Contractor on the basis of a duly certified estimate of the work performed and the materials incorporated in the project during the preceding reporting period. The City utilizes a bi- weekly accounts payable cycle and issues checks on Fridays. The actual dates of the payment schedule are available through the City' s Accounting Department. The City will retain ten percent(10%) of the amount of each of said estimates until the expiration of thirty-five(35) days from the date of recording by the City of the Notice of Completion. At this time, and not before, the City shall pay the Contractor the whole of the remaining ten percent(10%) of said contract price. The payment of progress payments by the City shall not be construed as an absolute acceptance of the work done up to the time of such payments, but the entire work is to be subjected to the inspection and approval of the City, and subject to whatever inspection and approval may be required by law. ey Proposal Forms ® The City will furnish to each bidder a standard proposal form, which, when filled out and executed may be submitted as the Contractor's bid. Bids not presented on forms so furnished will be disregarded. The proposal form is bound together with the Notice to Contractors, General Provisions , Special Provisions , Bidder Qualification Form, Sub- Contractors Form and Signature Form. The Contractor shall submit as a minimum, the Notice to Contractors, Proposal, Bidder Qualification Form, Sub- Contractors Form and Signature Form. Bids containing less than this or bids containing incomplete forms will be disregarded. i All proposals shall state the dates for completion, if required, the prices proposed, both in writing and in figures and shall show a total, and shall be signed by the bidder, with the bidders address. If proposals are made by an individual, name and post office address shall be shown. If made by a firm or partnership, the name and post office address of each member of the firm or partnership shall be shown. If made by a corporation, the proposal shall show the names, titles and business address of the president, secretary and treasurer and the proposal shall show the corporate seal. General Provisions page 10 of 11 j Pro osal Formg(Cont'd) The proposal shall be submitted as directed in the "Notice to Contractors" under sealed cover plainly markeL, as a proposal, and identifying the project to which the proposal relates and the date of the bid opening therefor. Proposals not properly submitted may be disregarded. Proposal forms may be obtained from the Office of the City Clerk, City of Cupertino, 10300 Torre Avenue, Cupertino, CA, 95015-3255 or by calling (408) 252-4505 . f. Proposal Cuaranty All proposals or bids shall be accompanied by cash, cashier' s check, certified check, bid bond made payable, in the amount of ten percenc(10%) of the bid amount, to the City of Cupertino as gaurancee that the bidder. if awarded the contract, will within ten(10) days after notice of award, enter into a contract with the City for the work. Z, gaiection of Proposals Proposals may be rejected if they show any alterations of form, additions not called for, conditional or alternative bids not called for, incomplete bids or erasures, or for irregularities of any kind. Only the proposal forms prepared by the City shall be used. (See State Standard Specifications Section 2-1.06. 1 b.. Subcontractors The proposal shall contain the name and location of the place of business of each subcontractor who will perform work or labor or render service 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 contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of one percent(0. 5%) of the prime contractor's bid or, in case of bids or offers for the construction of streets or highways, including bridges, in excess of one-half of one percent (0.5i) of the prime co-tractor's total bid or. ten thousand dollars($10,000.00) , whichever is the greater. The proposal shall list the portion of the work which will be done by each subcontractor for this project. The prime contractor shall list only one(1) subcontractor for each portion as is defined by the prime contractor in the prime contractor's bid. General Provisions page 11 'bf 11 ® C. SRECIAL_PROVISIOIV� 1. DESCRIPTION Off' HM The work to be done under this contract consists, in general, but is not limited to the installation of storm, sanitary sewers and paving. The scope of work shall include but not be restricted to clearing, grubbing, removal of obstructions, installed sacked concrete slope protection, laying and installing storm and sanitary pipe, constructing storm manholes, installing new storm inlets and laterals, pavement removal. and restoration, removal and replace- ment of curb, gutter, and sidewalk, protection of existing utilities and appurtenances, and such other items and details as required by these special provisions, the plans, the Standard Specifications and the Standard Details. Bidders should be aware that the diversion of sanitary and storm flow may be required to perform the work described in the plans and specifications. Should diversions/plugging of lines be necessary, the contractor will inform the Engineer 24 hours in advance. ® Such other items or details, not mentioned above, that are required by the plans, Standard Specifications, or these special provisions shall be performed, placed, constructed or installed. 2. CQNST .1CTION DETAILS 2.01 CONSTRUCTION PROJECT FUNDING IDENTIFICATION SIGNS Before any major physical construction work readily visible to highway users is started on this contract, the Contractor shall furnish and erect two Type I Construction Project Funding Identifi- cation Signs at the locations designated by the Engineer. The signs shall be of a type and material consistent with the estimated time of completion of the project and shall conform to the details shown on the plans. The letters shall be black on a white background (non-reflective) . The letter sizes to be used shall be as shown on the plans. The information shown on the signs shall be limited to that shown on the plans. The signs shall be kept clean and in good repair by the Contractor,. Full compensation for furnishing, erecting, maintaining, and ® removing and disposing of the construction project funding identification signs shall be considered as included in the contract lump sum price paid for construction area signs and no additional compensation will be allowed therefor. C-1 C. SPECTAI PROVZSj_QNS (Continued) 2.02 ORDER OF WORK Order of work shall conform to the provisions in Section 5-1.05, "Order of Work, " of the Standard Specifications and these special provisions. Attention is directed to "Maintaining Traffic" and "Temporary Pavement Delineation" of these special provisions and to the stage construction sheets of the plans. The work shall be performed in conformance with the stages of construction shown on the plans except as noted hereon. Non- conflicting work in subsequent stages may proceed concurrently with work in preceding stages, provided satisfactory progress is maintained in said precedying stagers of construction.p ; y Stage 1 and Stage 64sha1I be constructed concurrently as the first work to be performed. In each stage, after completion of the preceding stage, the first order of work shall be the removal of any existing pavement delineation that conflicts with the pavement delineation being used by public traffic, as determined by the Engineer. Before obliterating any pavement delineation that is to be replaced on the same alignment and location, as determined by the Engineer, such pavement delineation shall be referenced by the Contractor, with a sufficient number of control points to reestablish the alignment and location of the new pavement delineation. The references shall also include the limits or changes in striping pattern, including one and two-way barrier lines, limit lines, crosswalks and other pavement markings. Full compensation for referencing pavement delineation shell be considered as included in the contract prices paid for the new pavement delineation, and no additional payment will be allowed therefor. Attention is directed to the Section, "Temporary Erosion Control, " of these special provisions regarding temporary erosion control and water quality during winter months. 2,03 AREAS FOR CONTRACTOR'S USE Attention is directed to the requirements specified in Section 7-1.19, "Rights in Land and Improvements," of the Standard Specifications. The Contractor shall not store and/or park materials or equipment within the limits of the public right of way. This restriction applies to all subcontractors and/or material suppliers which are under the control of the contractor and/or have service contracts C-2 ® C. SPECIAL PRQMI IONS (Continued) with the contractor. Only during working hours and when work is in progress shall the contractor occupy the public rights of way. Areas within the temporary fencing and/or barricades are e. t from this provision, However, the contractor shall not reduce the widths of the travelled way below those shown on the plans. Residence trailers will not be allcwed within the street right of way. The Contractor jhall remove all equipment, materials, and rubbish from the work areas and other City owned property which he occupies ane shall leave the areas in a presentable condition, in accordance with the provisions in Section 4-1.02, "Final Cleaning Up, " of the Standard Specifications. Water or liquid cleaning materials shall not be used to clean the area if it is likely that material and debris from construction will end up in either the City°s local storm drain system or creeks. The Contractor shall secure at his own expense any area required for plant sites, storage of equipment or materials, or for other purposes. 2.04 PROJECT APPEARANCE ® The Contractor shall maintain a neat appearance to the work. The contractor shall not wash or sweep dirt and debris down existing City storm drains. In any area visible to the public, the following shall apply: When practicable, broken concrete and debris developed during clearing and grubbing shall be disposed of concurrently with its removal. If stockpiling is necessary, the material shall be removed or disposed of weekly. The Contractor shall furnish trash bins for all debris from structure construction. All debris shall be placed in trash bins daily. Forms or falsework that are to be reused shall be stacked neatly concurrently with their removal. Forms and falsework that are not to be reused shall be disposed of concurrently with their removal. Full compensation for conforming to the provisions in this section, not otherwise provided for, shall be considered as included in prices paid for the various contract items of work involved and no additional compensation will be allowed therefor. C-3 r C. SPECI&L g8QVIg10NS (Continued) ® 2.05 CITY-FURNISHED WORK Temporary traffic striping that is required for traffic control luring construction operations will be the responsibility of the Contractor. CONSTCIQNTARIRI The City will provide one (1) set of construction stakes` for then project as follows: - Two straddler points at each manhole, one point of which will be marked for cut to inverts. - Offset points at 50 ' from the lower manhole on tangents, and 25' intervals on curves, marked for cut to flowline. Points will be staked at 10 ' right of and offset from the centerline unless otherwise requested by the Contractor. The Contractor shall make all requests to the City for construc- tion stakes in writing on forms supplied by the City 48 hours prior to the Contractor's need for the stakes. The City shall be the sole judge of the adequacy and sufficiency of the stakes and marks for the purpose for which they are set. It is the Contractor's sole responsibility to save and protect ® these construction stakes. Any and all restaking will be done at the Contractor's expense, which expense will be backcharged by the City. It is also the Contractor's responsibility to save and protect the existing monuments and any "Survey Control Points" that the City may provide at the site of work. Any such survey control point damaged or destroyed will be reset at the Contractor' s sole expense, which expense will be backcharged by the City. 2.06 MATERIAL SITES Local material sites used by the Contractor shall be graded so that, at the time of final inspection of the contract, they will drain and will blend in with the surrounding terrain. 2.07 NOTIFICATION OF RESIDENTS The Contractor shall notify business/residents, a minimum of two t m�es, �p.n�struction o�q,;_gL s. The first notice shall be g ven o se month .�ar3,o�c .to, c±unetruction 'gin the aellkgl osho c . "fie ,• ,r segpgI tJ poo,_sh�l be given48 hours prior to construct on i'n "fie business resident street. Notice shall also be given to residents for any anticipated ® service disruption and the duration of the disruption of any utilities by the Contractor. Such notices shall be given at least 48 hours prior to the disruption. C-4 C. SPECIAL 280ISYONS (Continued) Notices shall include a phone number at which the Contractor may be contacted 24 hours per day 7 days per week for problems or emergencies encountered by the resident. 2.08 PEDESTRIAN ACCESS AND ACCESS TO PROPERTY The contractor shall conform to Section 7-1.08 "Public con- venience" of the Standard Specifications and these Special Provisions. Temporary driveways shall be provided and well maintained to all properties where practicable. At the end of each working day all driveways shall be opened to provide free access. For temporary driveways, the roadway excavation or trench shall be backfilled and compacted. After compaction, a temporary surfacing consisting of a minimum of 6 inches of Class III aggregate base shall be placed and stabilized to support the vehicles using the driveways. Prior to the closure of any driveway, the Contractor shall notify the property owner or resident three times of such closure. The p closure notices shall be given to the property owner first at approximately five days prior to such closure, second at twenty- four (24) hours and, third, two (2) working hours prior to the closure. Pedestrians shall be prohibited from using existing sidewalks thae- d"Itne , ace to construction operations. The Contractor sy i e `"with a plan for providing safe detours a construction area for his approval prior to start of construction. Pedestrian access to all properties shall be made available at all times. 2.09 WORK WITHIN WATERWAY Work in the creek can affect the existing fish habitat. To minimize the effect, no work shall be performed in the waterway between the dates of October 15 and April 15. Work performed in the waterway shall be in conformance with the requirements in Section 7-1.01G, "Water Pollution, " of the SLandard Specifications. Notwithstanding the above restrictions, in the event that natural conditions change the habitat of the waterway, a request to extend the time that work may be performed in the waterway may be ® submitted to the Department of Fish and Game and the Santa Clara Valley Water District through the Engineer. Upon written approval of such request, work may be performed in the waterway during such time extension. C-5 ® C. SPECIAL PRGVISTONS (Continued) Attention is directed to Section 8-1.06, "Time of Completion," of the Standard Specifications. Days during which the Contractorls operations are restricted in the waterway by the requirements of this section shall be considered to be nonworking days if these restrictions cause a delay in the current controlling operation or operations. Unless otherwise shown on the Drawings, all plants, trees, shrubs, and pavements, curb, sidewalk, fences, or any other appurtenances and facilities shall be preserved and protected. If damaged during construction, the Contractor shall repair or replace them in kind to the satisfaction of the Engineer. Existing Utilities: The Contractor shall exercise extreme care and caution when working adjacen"Ln to the utilities within and in the immediate vicinity of the channel right of way. Any damage to the utilities within and their appurtenances caused by the Contractor shall be repaired at the Contractor 's expense. The Contractor shall carefully verify and notify the Engineer of the depth and location of the existing underground telephone ducts and water lines crossing the proposed 48" storm line along the north side of Stevens Creek Boulevard just east of the northern pedestrian bridge prior to the start of any construction. ® Field locations will dictate position of new pedestrian Bridge footings and storm line. Attention is directed to Section 2.17 "Protection of Existing Utilities" of these special provisions regarding notification of Utility Companies prior to start of construction. Control of Water: Control of water shall consist of all opera- tions required to convey water from all potential sources, through the construction site to permit construction of the various contract items in dry conditions. The potential sources of water may include subsurface groundwater and surface stream- flow. Subsurface groundwater may cause significant seepage into thfa excavated areas. Streamflow may be from several sources including local drainage and from normal runoff from rainfall. The contractor shall submit plans for diverting streamwater through the work site to the Engineer for approval prior to starting work in Stevens Creek. C-6 C. GA gCIA7. PRQVISIONS (Continued) Full payment for furnishing all labor, materials, tools, equip- ment and incidentals and for doing all work required for control of water, both groundwater and streamflow, as specified in these specifications, as directed by the Engineer and shown on the Drawings shall be included in the price bid for installation of the SACRED CONCRETE SLOPE PROTECTION and no separate payment will be made therefore. 2.10 RELATIONS WITH CALIFORNIA DEPARTMENT OF FISH AND GAME A portion of this project is located within the jurisdiction of the California Department of Fish and Game. An agreement regarding a stream or lake has been entered into by the City of Cupertino and the Department of Fish and Game. The Contractor shall fully inform himself of the requirements of this agreement as well as all rules, regulations; and conditions that may govern his operations in said area and shall conduct his operations accordingly. Copies of the existing agreement between the City of Cupertino and the Department of Fish and Game are available for inspection at the office of the Director of Public Works, City of Cupertino, 10300 Torre Avenue, Cupertino, CA. It is unlawful for any person to substantially divert or obstruct the natural flow or substantially change the bed, channel, or bank of any stream, river, or lake without first notifying the Department of Fish and Game, unless the project or activity is noticed and constructed in accordance with all conditions imposed under Fish and Game Code Section 1601. Attention is directed to Sections 7.101, "Laws to be Observed," 7-1.010, "Water Pollution, " and 7-1.12 "Responsibility for Damage," of the Standard Specifications. Any modifications to the agreement between the City of Cupertino and Fish and Game which are proposed by the Contractor shall be submitted in writing to the Engineer for transmittal to the Department of Fish and Game for their consideration. When the Contractor is notified by the Engineer that a modifica- tion to the agreement is under consideration, no work will be allowed which is inconsistent with the proposed modification until the City of Cupertino and Department of Fish and Game take action on the proposed modifications. Compensation for delay will be determined in accordance with Section 8-1.09, "Right of Way Delays," of the Standard Specifications. T!ze provisions of this section shall be made a part of every ® subcontract executed pursuant to this contract. C-7 C. SPECIAL PROVISIONS (Continued) Any modifications to any agreement between the City of Cupertino and Fish and Game will be fully binding on the Contractor, and the provisions of this section shall be made a part of every subcontract executed pursuant to this contract. 2.11 RELATIONS WITH THE CORPS OF ENGINEERS Installing the sacked concrete slope protection and 48" CMP outfall at Stevens Creek is within an area controlled by the Corps of Engineers. The proposed work shall be performed in accordance with the Corps of Engineers Permit. A copy of this permit is available for inspection at the offices of the City of Cupertino City Hall, 10300 Torre Ave. , Cupertino, CA 95014. Full compensation for conforming to the requirements of this section shall be considered as included in the contract prices paid for the various items of work involved, and no additional compensation will be allowed therefore. 2.12 RELATIONS WITH CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD ® The location of the Stevens Creek outfa-1 is within an area controlled by the Regional Water Quality Control Board. A Regional Water Quality Control Board Order has been issued covering work to be performed under this contract. The Contrac- tor shall fully inform himself of all rules, regulations and conditions that may govern his operations in said area and shall conduct his work accordingly. A copy of this order is available for inspection at the offices of the Director of Public Works, City of Cupertino. Attention is directed to Sections 7-1.11, "Preservation of Property, " and 7-1.12, "Responsibility for Damage," of the Standard Specifications. Any change in the above listed conditions proposed by the Contractor shall be submitted to the Engineer for transmittal to the Regional Water Quality Control Board for their approval. Changes shall not be implemented until approved in writing by the Regional Water Quality control Board. Attention is directed to Section 8-1.06, "Time of Completion, " of the Standard Specifications. Days during which the Contractor's operations are restricted in the floodway by the requirements of this section shall be considered to be non working days if these restrictions cause a delay in the current controlling operation ® or operations. C-8 ® C. SPECIAL PROVISIONS (Continued) Full compensation for conforming to the requirements of this section shall be considered as included in the contract prices paid for the various items of work involved and no additional compensation will be allowed therefor. 2.13 TEMPORARY EROSION CONTROL Temporary erosion control shall consist of, but not be limited to, constructing such facilities and taking such measures as are necessary to prevent, control, and abate water, mud, and erosion damage to public and private property as a result of the construction of this project. Conformance with the requirements of this section shall in no way- relieve the Contractor from his responsibilities, as provided in Section 7-1.0lG, "Water Pollution," Section 7-1.11, "Preservation of Property," and Section 7-1.12, "Responsibility for Damage, " of the Standard Specifications. The requirements in said Section 7-1.01G shall apply to temporary erosion control work. The program for water pollution control to be submitted shall include the Contractor's plans for erosion control measures for all phases of the work. As a minimum, the program shall provide for the following: 1. Protection from rainfall expected from a storm of at least a 10-year frequency, based on copies of intensity-duration- frequency data for the project area which may be obtained at the office of the District Director of Transportation, 3333 California Street, San Francisco, California. 2. The Contractor's plans to control pollution resulting from erosion and siltation on and from the project with each drainage shed or system treated separately. 3. When the use of desalting basins is used, the program shall include the following information as a minimum: a. When a drawing outlining the disturbed area contributing to each proposed desilting basin and indicating the acrsage of the disturbed area. b. The capacity in cubic yards, of each desilting basin to be constructed. The actual capacity of each desilting basin constructed shall be determined by the Contractor and he shall submit to the Engineer ® the actual field measurements and the calculated capacity of each basin within five days following construction of each basin. C-9 C. SPECIAL PROVISIONS (Continues By October 1 of each year such temporary erosion control features as are necessary to prevent damage during the forthcoming winter season shall be constructed and functioning. If the earthwork in any area has not progressed to a point where all or part of the facilities on the temporary erosion control plans for that area can be constructed, the Contractor shall construct such supple- mentary temporary erosion control facilities as are necessary to protect adjacent private and public property. Temporary erosion control measures shall include, but not be limited to, the following: 1. The Contractor shall conduct his operations in such a manner that storm runoff will be contained within the project or channeled into the storm drain system which services the runoff area. Storm runoff from one area shall not be allowed to divert to another runoff area. 2. Storm drain systems, toe of slope drains, and outlet structures shall be constructed and operatng prior to commencing, or concurrently with placing, an embankment. Temporary downdrains, drainage structures, and other devices shall be provided to channel storm runoff water into the respective permanent storm drain systems during construction. Mud and silt shall be settled out of the storm runoff before said runoff enters the storm drain system. 3. Embankment areas, while being brought up to grade and during periods of completion prior to final roadbed construction, shall be protected by various measures to eliminate erosion and the siltation of downstream facilities and adjacent areas. These measures may include, but shall not be limited to: temporary downdrains, either in the form of pipes or paved ditches with protected outfall areas; graded berms around areas to eliminate erosion of embankment slopes by surface runoff; confined ponding areas to desilt runoff; and temporary check dams in tow of slope ditches to desilt runoff. 4. Excavation areas, while being brought to grade, shall be protected from erosion and the resulting siltation of down- stream facilities and adjacent areas by the use of various temporary erosion control measures. These measures may include, but shall not be limited to: check dams; confined ponding areas to desilt the runoff; and protection, such as sand bags around inlets which have not been brought up to grade. ® 5. Contour graded areas shall be protected against erosion and the resulting siltation of downstream facilities and adjacent areas during grading operations. Various measures may include, but shall not be limited to: the use of graded C-10 C. SPECIAL PROVISIONS (Continued) contour berms to control sheet flow; supplemental grading of large areas around tempor6 r or unfinished inlet structures, such as inside ramp loops, to provide desisting basins; and temporary ditch paving. 6. From October 1 to May 1: a. During embankment construction, an earth berm or appro- priate grading to direct drainage away from the edge of the top of the embankment shall be constructed and main- tained on those embankments where earthwork operations are not in progress. b. Special attention will be required to "protect areas which have been cleared and grubbed prior to excavation or embankment operations, and which are subject to runoff during the period from October 1 to May 1. Temporary measures may included, but shall not be limited to: temporary desilting basins; contour graded ditches; temporary paved and unpaved ditches; and filter fabric fences to filter silt and sediment from runoff. c. After each storm, desilting basins shall be checked ® against their design capacity and if necessary, silt and sediment shall be removed to restore capacity. Culvert pipe used in conjunction with temporary erosion control measures which was new when delivered to the project site, and in the opinion of the Engineer, is not damaged and whose dimensions and other properties conform to the requirements for new material may be used in the new work. Full compensation for performing water pollution control and erosion control which is not a part of the planned permanent work shall be considered as included in the contract price paid for the various items of work involved, and no additional compensation will be allowed therefor. Full compensation for any extra cost involved in performing planned permanent water pollution control and erosion control to act as temporary water pollution control and temporary erosion control shall be considered as included in the contract prices paid for the various items of work involved, and no additional compensation will be allowed therefor. 2.14 TEMPORARY FENCES AND GATES Temporary fences and gates shall be furnished and constructed, maintained, and later removed as shown on the plans, as specified in these special provisions, and as directed by the Engineer. C-11 �7 ® C. SPECIAL PROVISIQNS (Continued) Except as otherwise specified in this section, temporary fences and gates shall conform to the plan details and the specifica- tions for permanent fences of similar character as provided in Section 80, "Fences," of the Standard Specifications. Used materials may be used providing such used materials are good, sound, and are suitable for the purpose intended. Materials may be commercial quality providing the dimensions and sizes of said materials are equal to, or greater than, the dimensions and sizes shown on the plans or specified by the specifications. All work areas shall be securely enclosed with type CL-6 chain link fences and gates. Fences and gates shall be constructed and maintained to prevent public access to the work area. Posts shall be either metal or wood at the Contractor's option. Galvanizing and painting of steel items will not be required. Treating wood with wood preservatives will not be required. Concrete footings for metal posts will not be required. Temporary fences that are damaged from any cause during the progress of the work shall be repaired or replaced by the Contractor at his expense. -,c nJv-. Y , When no longer required for the world as determined by the Engineer, temporary fences shall be removed. Removed facilities shall become the property of the Contractor and shall be removed from the site of the work, except as otherwise provided in this section. A ed tezgpora y nce,• ate�ial'sl that ark` of cams e& �^ y, ue d; 'ne /p rmaAent tor<k p;�ovidi-hg such mst zriailp` c nfor of e4u r¢m ntrs c ' f"ie f6r erm ent wor and �i raet�al a 4 nit' wtefa ud r t for y ncs. v - t/ Holes caused by the removal of temporary fences shall be back- filled in accordance with the provisions in the second paragraph of Section 15-1.02, "Preservation of Property," of the Standard Specifications. The various types and kinds of temporary fences will be measured and paid lor in the same manner specified for permanent fences of similar character as provided in Section 80, "Fences," of the Standard Specifications. C-12 C. SPECIAL PROVISIONS (Continued) The existing gates on the Measurex property shall be salvaged and reused for the temporary relocation and the permanent replace- mE-:t positions as shown on the plans. Full compensation for maintaining, removing, salvaging, and disposing of temporary fences shall be considered as included in prices paid for the various contract items for temporary fences and gates, and no additional compensation will be allowed therefor. 2.15 COOPERATION Attention is directed to Sections 7-1.14, "Cooperation," and 8-1.10, "Utility and Non-Highway Facilities, " of the Standard Specifications and these special provisions. The Contractor shall ,coope,rate and coordinate his work with the Post office construction on Stevens Creek Boulevard. ' 2.16 PROGRESS SCHEDULE Progress schedules will be required for this contract and shall conform to the provisions in Section 8-1.04, "Progress Schedule, of the Standard Specifications. 2.17 PROTECTION OF EXISTING UTILITIES The locations of the utilities, shown on the Drawings, are approximate only, and were taken from Drawings provided by owners of the utilities. The exact horizontal and vertical location and size of all utilities shall be verified by the Contractor prior to beginning any work on or adjacent to the utility. The Con- tractor is warned that utilities may exist that are not shown on the Drawings. The Contractor shall be responsible for notifying all utilitiy companies at least 72 hours prior to the start of any construc- tion. The Contractor shall also notify Underground Service Alert (U.S.A. ) The Contractor shall take adequate measures to support and/or protect utility facilities from damage and will be finan- cially liable for the cost of repairs to any damaged utility faciltties. All supports must remain in the trench. No compensation shall be made to the Contractor by the City should such repairs be necessary. Contractor shall notify Santa Clara Valley Water District two normal working days in advance of any work within 12 feet of the center line of the Districts pipeline. Tel (408) 927-07101 Construction Liaison Division. ® All gravity lines shall be held in alignment so as to be free of leaks and fully functional. C-13 ® C. SPECIAL PROVISIONS (Continued) Payment for this work shall be deemed included in the various items of work. 2.18 DUST CONTROL Dust control shall conform to the provisions in Section 10, "Dust Control," of the Standard Specifications and these special provisions. The third paragraph of Section 10-1.01, "Description, " of the Standard Specifications is amended to read: It is understood that the provisions in Section 10, "Dust Control, " will not prevent the Contractor from applying water or dust palliative for his convenience if he so desires; however, the Contractor shall endeavor, whenever possible, to restrict the use of water to control dust for his convenience due to the current need to conserve water. The water to be used for dust control shall be non-potable water only. 2.19 CONSTRUCTION AREA SIGNS ® Construction area signs shall be furnished, installed, main- tained, and removed when no longer required in accordance with the plans and the provisions in Section 12, "Construction Area Traffic Control Devices, " of the Standard Specifications and these special provisions. The Contractor shall notify the appropriate regional notification center for operators of subsurface installations at least 2 working days, but not more than 14 calendar days, prior to commencing any excavation for construction area sign posts. The regional notification centers include but are not limited to the following: Notification Center Telephone Underground Service Alert-Northern California (USA) 1 (800) 642-2444 All excavations required to install construction area signs shall be performed by hand methods without the use of power equipment, except that power equipment may be used if it is determined there are no utility facilities in the area of the proposed post holes. The first sentence of the first paragraph in Section 12-3.06A, "Stationary Mounted Signs," of the Standard Specifications is ® amended to read: C-14 C. SPECIAL PEOVrSTONS (Continued) All excavations required to install construction area signs shall be performed by hand methods without the use of power equipment, except that power equipment may be used if it is determined there are no utility facilities in the area of the proposed post holes. The first sentence of the first paragraph in Section 12-3.06A, "Stationary Mounted Signs," of the Standard Specifications is amended to read: Stationary mounted signs shall be installed on wood posts in the same manner shown on the plans for installation of roadside signs, except as follows: 1. Back braces and blocks for sign panels will not be required. 2. The height to the bottom of the sign panel above the edge of traveled way shall be feet, except when the sign is located in the path of pedestrians or bicycles the height to the bottom of the sign panel above the edge of the traveled way shall be 7 feet. 3. Construction area sign posts may be installed on above ground temporary platform sign supports as approved by the Engineer, ® or the signs may be installed on existing lighting standards or other supports as approved by the Engineer. When construc- tion area signs are installed on existing lighting standards, holes shall not be made in the standards to support the sign. The post embedment shall be 2.5 feet if post holes are backfilled around the posts with portland cement concrete produced from commercial qualtity aggregates and cement with not less than 282 pounds of cement per cubic yard. The term "construction area signs" shall also include temporary object markers required for the direction of public traffic through or around the work during construction. Object markers listed or designated on the plans as construction area signs shall be considered to be signs and shall be furnished, erected, maintained, and removed by the Contractor in the same manner specified for construction area signs and the following: Object markers shall conform to the requirements and details as shown in plan A74-A of the State Standards. Object markers shall be stationary mounted on temporary fencing or railing in accordance with the locations shown on the plans. Section 82-1.02E, "Marker Panels", of the Standard Specifications ® shall not apply. C-15 C. SPECIAL PROVISIONS (Continued) 2.20 MAAINTAINING TRAFFIC Attention is directed to Sections 7-1.08, "Public Convenience," 7-1.09, "Public 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 said Section 7-1.09. Lane closures shall conform to the provisi, Ia in the section of these special provisions entitled "Traffic- Control System for Lane Closure. " Personal vehicles of the Contractor's employees shall not be parked on the graveled way or shoulders. The Contractor shall notify local authorities of his intent to begin work at least five days before work is begun. The Con- tractor shall cooperate with local authorities relative to handling traffic through the area and shall make his own arrange- ments relative to keeping the working area clear of parked vehicles. Whenever vehicles or equipment are parked on the shoulder within six feet of a traffic lane, the shoulder area shall be closed with fluorescent traffic cones or portable delineators placed on a taper in advance of the parked vehicles or equipment and along the edge of the pavement at 25-foot intervals to a point not less than 25 feet past the last vehicle or piece of equipment. A minimum of nine cones or portable delineators shall be used for the taper. A C23 (Road Work Ahead) or C24 (Shoulder Work Ahead) sign shall be mounted on a telescoping flag tree with flags. The flag tree shall be placed where directed by the Engineer. A minimum of one (paved) traffic lane, not less than 10 feet wide, shall be open for use by public traffic. When construc- tion operations are not actively in progress, not less than two such lanes shall be open to public traffic. During hauling and excavation operations, the road may be closed and orioda not to exceed 0 hours 10 minutes. After each"blbsute, 1 accumulated traffic shall be allowed to pass through the work before another closure is made. Bus stops that may be blocked or affected by construction activ- ities will have to be relocated. The contractor shall notify Ray Wong of the Santa Clara County Transportation Agency (SCCTA) at (408) 299-4901 at least five days prior to any construction ® activity that, in the opinion of the Engineer, affects a bus stop. The relocation and cost of moving bus stops will be the responsibility of the SCCTA. C-16 C. SPECIAL PROVISIONS (Continued) No work that interferes with public traffic shall be performed Monday-Friday between 6:30 a.m. and 8:30 a.m. and between 3:30 p.m. and 6:30 p.m. , on Saturdays, Sundays and designated legal holidays, after 3 :00 p.m. on Fridays and the day preceding designated legal holidays, and when construction operations are not actively in progress except work required under said Sections 7-1.08 and 7-1.09. Designated legal holidays are: January 1st, 1992, New Year's Holiday, January 20, 1992, Martin Luther Ring Birthday Holiday, February 17, 1992 Washington's Birthday Holiday, May 26, 1992, Memorial Day, July 4th, 1992, Independence Day, Sept. 2, 1991, Labor Day, November llth, 1991, Veteran's Day, November 28, 1991, Thanksgiving Day, November 29, 1991 Day following Thanksgiving Day, December 24, 1991, Chirstmas Eve Day (1/2 day) , December 25th, 1991, Christmas Day, December 31, 1991, New Year's Eve Day (1/2 day) . Holidays falling on Saturday are observed the preceding Friday; those falling on Sundays are observed the following Monday. Minor deviations from the requirements of this section concerning hours of work which do not significantly change the cost of the work may be permitted upon the written request of the Contractor ® if in the opinion of the Engineer public traffic will be better served and the work expedited. Such deviations must conform to the City of Cupertino's noise ordinance and shall not be adopted until the Engineer has indicated his written approval. All other modifications will be made by contract change order. 2.21 TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE A traffic control system shall consist of closing traffic lanes in accordance with the details shown on the plans, the provisions of Section 12, "Construction Area Traffic Control Devices, " of the Standard Specifications, the provisions under "Maintaining Traffic" elsewhere in these special provisions, and these special provisions. The provisions in this section will not relieve the Contractor from his responsibility to provide such additional devices to take such measures as may be necessary to comply with the pro- visions in Section 7-1.09, "Public Safety, " of the Standard Specifications. If any component in the traffic control system i3 displaced, or ceases to operate or function as specified, from any cause, during the progress of the work, the Contractor shall immediately repair said component to its original condition or replace said compone.t and shall restore the component to its original location. C-17 C. SPECIAL PROVISIONS (Continued) When lane closures are made for work periods only, at the end of each work period, all components of the traffic control system, except portable delineators placed along open trenches or excavation adjacent to the traveled way, shall be removed from the traveled way and shoulder. If the Contractor so elects, said components may be stored at selected central locations, approved by the Engineer, within the limits of the city's right of way. Full compensation for providing traffic control other than construction area signs shown on the plans shall be considered as included in the prices paid for the various contract items of work and no separate payment will be made therefor. Flagging costs will be paid for as provided in Section 12-2.02, "Flagging Costs, ' of the Standard Specifications. 2.22 TEMPORARY PAVEMENT DELINEATION Temporary pavement delineation shall be furnished, placed, maintained and removed in accordance with the provisions in Section 12-3.01, "General, " of the Standard Specifications and these special provisions. Nothing in these special provisions ® shall be construed as to reduce the minimum standards specified in the Manual of Traffic Controls published by the California Department of Transportation or as relieving the Contractor from his responsibility as provided in Section 7-1.09, "Public Safety, " of the Standard Specifications. Lane line or centerline pavement e,elineation shall be provided at all times for traveled ways open to public traffic. Whenever the work causes obliteration of pavement delineation, temporary or permanent pavement delineation shall be in place prior to opening the traveled way to public traffic. Surfaces on which temporary pavement delineation is to be applied shall be cleaned of all dirt and loose material and shall be dry when the pavement delineation is applied. Water or liquid cleaning materials shall not be used for cleaning if it is likely that the materials from construction will end up in either the City's local storm drain system or creeks. All work necessary to establish satisfactory lines for temporary pavement delineation shall be performed by the Contractor. Temporary pavement delineation that is damaged from any cause during the progress of the work shall be immediately repaired ox replaced by the Contractor at his expense. ® Temporary pavement delineation for lane lines and centerlines may consist of temporary reflective pavement markers placed at C-18 C. SPECIAL PROVISIONS (Continued) longitudinal intervals of not more than 24 feet apart. Temporary reflective pavement markers shall be the same color as the lane line or centerline that the temporary pavement markers replace. The temporary reflective pavement markers shall be, at the option of the Contractor, one of the following or equal: Temporary Overlay Marker (Types X and W) manufactured by Davidson Plastica Company, 18726 East Valley Highway, Rent, Washington 98032, Telephone (206) 251-8140. Safe-Hit Temporary Pavement Marker, manufactured by Safe-Hit Corporation, 930 West Winton Averme, Building #11, Hayward, CA 95545. Swareflex Pavement Markers (Models 3553, 3554, Cat Eyes Nos. 3002 and 3004) , manufactured by Swareco and distributed by Servtech Plastics Inc. , 1711 South California Street, Monrovia, CA 91016, Telephone (818) 359-9248. Stimsonite Construction Zone Marker (Model 66) , manufactured by Amerace Corporation, Signal Products Division, 7542 North Natchez Avenue, Niles, IL 60648, Telephone (312) 647-7717. ® Flex-O-Lite Raised Construction Marker (RCM) , manufactured by Flex-0- Lite, Lukens Company, Y.O. Box 4366, St. Louis, MO 63123-0166, Telephone (800) 325-9525. 3M Scotch-Lane A200 Pavement Marking System (reflective raised pavement marker on reflective traffic line tape) , manufactured by 3M Company, Traffic Control Materials Division, 223-3N 3M Center, St. Paul MN 55144. MV Plastics Chip Seal Marker (1280/1281 Series) , manufactured by MV Plastics, Inc. , 533 W. Collins Avenue, Orange, CA 92667, Telephone (714) 532-1522. Temporary reflective pavement markers shall be applied in accord- ance with the manufacturer's recommendations. Butyl adhesive pads shall be used to apply temporary reflective pavement markers to the top layer of permanent surfacing or existing surfacing. When temporary pavement delineation is applied to the top layer of permanent surfacing, planned permanent traffic striping (including edgelines) and pavement markings shall be applied within 14 days after the lanes have been opened to public traffic. Temporary pavement delineation shall be maintained until replaced ® with the planned permanent pavement striping. When no longer required, temporary pavement delineation that conflicts with permanent pavement delineation, as determined by the Engineer, C-19 C. SPECIAL PROVISIONS (Continued) shall be removed and disposed of in accordance with the provisions in Section 7-1.13, "Disposal of Material Outside the Highway Right of Way,' of the Standard Specifications. Temporary pavement delineation consists of temporary traffic stripes, temporary pavement markings and temporary pavement markers which shall be applied at the locations shown on the plans. The temporary traffic stripe, temporary pavement marking and temporary pavement markers shall be complete in place at the locations shown, prier to opening the traveled way to public traffic. Except as otherwise provided below, a removable type traffic tape may be used for temporary traffic stripes and temporary pavement markings. The removable type traffic tape shall be: "STAMARK" Brand Pavement Tape Detour Grade Series 5710, manu- factured by 3M Company, Highway Safety Products, Suite 300, 1010 Hurley Way, Sacramento, CA 95825, Telephone (916) 924-9605. Removable type traffic tape shall be applied in accordance with the manufacturer's installation instructions and shall be rolled slowly with a rubber tired vehicle or roller to ensure complete ® contract with the pavement surface. Traffic stripe tape shall be applied straight on tangent alignment and on a true arc on curved alignment. Traffic stripe tape shall not bs applied, when the air or pavement temperature is less than 50 F'. , unless the installation procedures to be used are approved by the Engineer, prior to beginning installation of the tape. Traffic tape shall be removed, when as determined by the Engineer, it is no longer required for the direction of public traffic, it conflicts with a new traffic pattern, or it is applied to the final layer of surfacing or existing pavement to remain in place. Temporary traffic stripe shown on the plans will be measured and paid for by the linear foot. Traffic stripes will be measured along the line of the stripe, with deductions for gaps in broken traffic stripes. Double traffic stripes and 8-inch traffic stripes will be measured as two temporary traffic stripes. Temporary pavement marking will be measured and paid for by the square foot. The contract price paid per linear foot for temporary traffic stripe and per square foot for the temporary pavement marking shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in applying, maintaining and removing temporary ® traffic stripes and pavement markings, complete in place, as shown on the plans, as specified in the Standard Specification and these special provisions, and as directed by the Engineer. C-20 C. SPECIAL PROVISIONS (Continued) Temporary pavement markers will be measured and paid for as units in the same manner specified for reflective pavement markers as provided in Section 85-1.08, "Measurement, " and Section 85-1.09, "Payment, " of the Standard Specifications. Full compensation for removing temporary pavement markers, when required, shall be considered as included in the contract unit price paid for temporary pavement markers and no separate payment will be made therefore. Temporary pavement markers, which are not shown on the plans and used for temporary laneline and centerline deline- ation, will not be included in the quantiti(--j of temporary pavement markers to be paid for. Full compensation for furnishing, placing, maintaining,and replacing (regardless of the number of times it is required) temporary pavement delineation and for removal and disposal of the temporary reflective pavement markers, shall be considered as included in the contract prices paid for the items of work that obliterated pavement delineation, and no separate payment will be made therefor. 2.23 BARRICADES Type I barricades shall be furnished, placed, and maintained at the locations designated by the Engineer, shown on the plans, or specified and shall conform to the provisions in Section 12, "Construction Area Traffic Control Devices, " of the Standard Specifications and these special provisions. Section 12-3.02, "Barricades" and Section 12-4.01, "Measurement and Payment" of the Standard Specifications shall apply to Type I barricades. 2.24 TEMPORARY RAILING Temporary railing (Type K) shall be placed at the locations shown on the plans, specified herein or in the Standard Specifications or ordered by the Engineer and shall conform to the provisions in Section 12, "Construction Area Traffic Control Devices, " of the Standard Specifications, these special provisions and Standard Plan Bll-30 of the State Standards. The first paragraph in Section 12-3.08, "Temperary Railing (Type K) ," of the Standard Specifications is amended to read: Temporary railing (Type K) shall consist of interconnected new or undamaged used precast concrete barrier units as shown on the plans. Exposed surfaces of new and used units shall be freshly coated with a white color paint prior to their first use on the ® project. The paint shall conform to the provisions in Section 91-4.05, "Paint; Acrylic Emulsion, Exterior White and Light and Medium Tints. " C-21 ® C. SPECIAL PROVISIONS (Continued) The last sentence of the seventh paragraph in said Section 12-3 .08 of the Standard Specifications is deleted. The first 2 sentences of the twelveth paragraph in said Section 12-3.08 of the Standard Specifications are amended to read: Where shown on the plans, threaded rods or dowels shall be bonded in holes drilled in existing concrete. Drilling of holes and bonding of threaded rods or dowels shall conform to the provi- sions for drilling and bonding dowels in Section 83-2.02D(1) , "General," of the Standard Specifications.Jp The last sentence of the fourth paragraph in Section 12-4.01, "Measurement and Payment, " of the Standard Specifications is amended to read: The contract price paid per linear foot for temporary railing (Type R) shall include full compensation for furnising all labor, materials (including reinforcement) tools, equipment, and inci- dentals, and for doing all the work involved in furnishing, placing, maintaining, repairing, replacing, and removing the temporary railing, including excavation and backfill, drilling holes and bonding threaded rods or dowels when required, removing ® threaded rods or dowels and filling the drilled holes with mortar, and moving and replacing removable panels as required, complete in place, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer. Temporary railing may have the Contractor ' s name or logo on each panel. The name or logo shall not be more than 4 inches in height and shall be located not more than 12 inches above the bottom of the rail panel. On Standard Plan B11-30, "Temporary Railing (Type R) , " the direction to "See Note 7" on the Elevation detail is amended to read "See Note 6," and the direction to "See Note 6" on the Curved Layout detail is amended to read "See Note 5". 2.25 EXISTING CITY FACILITIES The work performed in connecItion with various existing city facilities shall conform to the provisions in Section 15, "Existing Highway Facilities, " of the Standard Specifications and these special provisions. Except as otherwise provided for damaged materials in Section 15-2.04, "Salvage," of the Standard Specifications, the materials to be salvaged shall remain the property of the City, and shall be cleaned, packaged, bundled, tagged, and hauled to the City Corporation Yard at 15555 Mary Avenue, Cupertino, and stockpiled. The Contractor shall notify the Engineer a minimum of 48 hours prior to hauling salvaged materials to the Corporation Yard. C-22 C. SPECIAL PROVISIONS (Continued) 2.25 EXISTING CITY FACILITIES The work performed in connection with various existing city facilities shall conform to the provisions in Section 15, "Existing Highway Facilities,* of the Standard Specifications and these special provisions. Except as otherwise provided for damaged materials in Section 15-2.04, "Salvage," of the Standard Specifications, the materials to be salvaged shall remain the property of the City, and shall be cleaned, packaged, bundled, tagged, and hauled to the City Corporation yard at 15555 Mary Avenue, Cupertino, and stockpiled. The Contractor shall notify the Engineer a minimum of 48 hours pricr to hauling salvaged materials to the Corporation Yard. 2.25A ABANDON CULVERTS AND PIPE LINES Existing culverts and pipe lines, where shown on the plans to be abandoned, shall be abandoned in place or at the option of the Contractor, the culverts and pipe lines shall be removed and disposed of. All resulting openings into existing structures, that are to remain in place, shall be plugged with commercial ® quality concrete. Abandoning culverts and pipe lines in place shall conform to the following: Culverts and pipe lines, that intersect the side slopes, shall be removed to a depth of not less than three feet, measured normal to the plane of the finished side slope, before being abandoned. Culverts and pipe lines, 24 inches in diameter and larger, shall be backfilled with sand by any method, acceptable to the Engineer, which completely fills the pipe. Sand backfill material shall be clean, free draining, and free from roots and other deleterious substances. The ends of culverts and pipe lines shall be securely closed by a 0.5-foot thick tight fitting plug or wall of commercial quality concrete containing not less than 470 pounds of cement per cubic yard. Culverts and pipe lines shall not be abandoned until their use is no longer required. The Contractor shall notify the Engineer in advance of any intended culvert or pipe abandonment. If the Contractor elects to remove and dispose of any culvert which is specified to be abandoned, as provided herein, any sand backfill specified for such culvert will be measured and paid for in the same manner as if the culvert has been abandoned in place. C-23 C. SPECIAL PROVISIONS (Continued) Full compensation for plugs, pipe removal, structure excavation, and backfill (including sand backfill) shall be considered as included in the contract unit price paid for abandon culvert and pipe line, and no additional compensation will be allowed therefor. 2.25B REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS Traffic stripes and pavement markings to be removed will be designated by the Engineer. 2.25C REMOVE DRAINAGE FACILITIES Existing pipe culverts, inlets, manholes, storm drain pipe, sacked concrete slope protection, headwalls, endwalls, and sewer pipe where any portion of such structures is within three feet of the grading plane in excavation areas, or within one foot of original ground in embankment areas, or where shown on the plans to be removed, shall be completely removed and disposed of. 2.25D REMOVE CONCRETE Removing concrete curb, gutter sidewalk and barrier rail shall ® conform to the provisions in Section 15, "Existing Highway Facilities," of the Standard Specifications and these special provisions. The pay quantities of concrete to be removed will be measured by the cubic yard, measured before and during removal operations. Concrete removed shall be disposed of in accordance with the provisions in Section 7-1.13, "Disposal of Material Outside the Highway Right of Way, " of the Standard Specifications. 2.25E REMOVE ASPHALT CONCRETE DRIVEWAY Existing asphalt concrete driveway where shown on the plans to be removed, shall be removed. The driveway shall be removed in such a manner sc that the surfacing which is to remain in place is not damaged. The asphalt concrete shall be disposed of. 2.26 CLEARING AND GRUBBING Clearing and grubbing shall conform to the provisions in Section 16, "Clearing and Grubbing, " of the Standard Specifications and these special provisions. ® Vegetation shall be cleared and grubbed within the excavation. C-24 C. SPECIAL PROVISIONS (Continued) All existing vegetation, outside the areas to be cleared anG grubbed, shall be protected from injury or damage resulting from the Contractor's operations. The City reserves the right to salvage any material from the improvements prior to the date set for opening of bids. 2.27 TREE REMOVAL AND TRIMMING Various small trees, shrubs, and hedges, may have to be removed where they conflict with the proposed improvements. There is also a possibility that due to final grades and field conditions, including conflicts between tree roots and proposed improvements, that additional trees will have to be removed. Certain trees may be designated in the field or by Engineer to be trimmed for the purpose of eliminating obstructions to pedestrian and vehicle traffic, or to overhead electrical service. The Contractor shall coordinate with the Engineer to arrange for a field inspection to determine exact extent of trimming to be carried out. Required Procedure for Preserving/Maintaining Redwoods The redwood trees located on the Measurex property from the proposed storm lire trench shall be preserved. Contractor shall ® use the procedures outlined as follows: Pre-treatment Procedure 1. Deep Watering: To be conducted one to two months prior to trenching. - 10 Gallons per one inch trunk diameter applied to area of tree dripline plus 50 percent (approximately 15 feet) . - Apply 3" to 6" of mulch over irrigated area (dripline + 50%) - Repeat irrigation every two weeks for one to two months. - After 2nd or 3rd watering, tree company to inject fertilizer as per following specifications: Fertilizer name: Greenbelt 221414 (Romeo Pacing Company) Four pounds per 100 gallons of water injected into soil at 12" to 18" deep in all areas beneath dripline + 50%. 2. Erect construction fencing around dripline + 50% prior to commencement to any construction, clearing, or site preparation. During Trenching ® 1. Retain certified arborist to inspect wall of trench for any tree roots 2" or greater in diameter. Recut roots with pruning or hand saw and wrap baggies around root with tape or rubber band (no wire) . C-25 C. SPECIAL PROVISIONS (Continued) 2. Refill top 2 feet of trench with sand to help re-rooting. Post Treatment Procedure 1. Install permanent rewatering system for trees for one year after trenching, pursuant to following requirements: - 10 gallons water per one inch trunk diameters - Either inject water into soil or provide basin made of imported soil around dripline + 50% All tree removal, trimming, and protection fencing whatever the nature, shall be paid for in the bid price for clearing, grubbing, and removal of obstructions, and no additional compensation shall be made therefor. 2.28 WATERING Watering shall conform to the provisions in Section 17, "Watering, " of the Standard Specifications and these special provisions. The water to be developed and furnished for all work shall be non-potable water only. Prior to the start to issuance of the Notice to Proceed, the Contractor shall provide the ® Engineer with the source of non-potable water to be used on this project for approval. 2.29 EARTHWORK Earthwork shall conform to the provisions in Section 19, "Earthwork, " of the Standard Specifications and these special provisions. 2.30 STRUCTURE EXCAVATION Structure excavation shall conform to the provisions of Section 19-3 of the Standard Specifications. Structure excavation shall include all excavation required to construct the channel outfall at Stevens Creek. 2.31 TRENCH SHEETING, SHORING, AND BRACING Trench bracing requirements shall be as specified in Section 7-101B of the Standard Specifications. In addition® if existing gas, water, telephone, sanitary sewer, storm drain, electricity, or other underground conduit, pipeline, or cable systems and related structures (e.g. manholes, vaults, etc.) or surface improvements such as curb and gutter, trees, sidewalks, foundations, concrete slabs or pavement are endangered by caving in or sloughing in of the trench side walls, the Contractor shall install shoring, sheeting and/or bracing required to protect said facilities from damage. The Contractor shall provide shoring in accordance with OSHA and State Division of Industrial Safety requirements. C-26 91-030 STEVENS CREEK STORM INTERCEPTOR_ 4 of 4 PROJ. 91-116 C. SPECIAL PROVISIONS (Continued) Prior to issuance of a Notice to Proceed, the Contractor shall submit to the Engineer a detailed plan showing the design of sheeting, shoring, bracing, or equivalent method and shall be in receipt of the Engineer's acceptance of same, all as specified in Section 5-1.02A of the State Standnrl Specifications. The design of all shoring systems shall be perfor*ned by a registered civil or structural engineer. The design and support- ing calculations shall be submitted to the Engineer prior to issuance of a Notice to Proceed. Contractor shall bear full responsibility for trench shoring/sheeting design and installa- tion. Payment for Trench Sheeting, Shoring and/or Bracing shall include full compensation for furnishing all labor, equipment, and incidentals, and for doing all work involved with the install- ation of sheet piing, shoring, bracing, lagging or other precau- tions against caving in or sloughing in of the sides of the trench in conformance with the rules of the State Division of Industrial Safety. Contractor shall take 35MM colored slides and VHS video, SP speed, tape with an oral narration describing conditions of the public street, lawn and building of each residence or office along all City streets that will be affected by this project prior to the commencement of excavation within the street. A second set of pictures and video tape by the Contractor will be taken upon the completion of the project. Photographs and video will be used as a record showing condition of the public street, existing buildings and property and will be of the quality that will define the existence of any structural cracks or settlement in the condition of the sidewalk in front of the property. The photographs and video will be used as a means of comparison to determine and record condition. Photographs, negatives and tapes shall be delivered to the Engineer and shall remain the property of the City of Cupertino. The contractor shall be responsible for any damage to any person and/or public or private property due to settlement or other defects or obstruction resulting from his work. 2.32 BEDDING MATERIAL Where the gradient of the storm drain is flatter than 4%, standard pipe bedding section of granular backfill shall be used. Where the gradient of the pipe exceeds 4%, a coarse bedding material shall be used. The standard and coarse bedding sections shall conform to the following gradation. Standard Bedding Materials: Sieve Size Percentage Passina 3/4-4 100 U" #4 35-55 #200 2-9 C-27 C. SPECIAL PROVISIONS (Continued) Standard Bedding Material shall have an R-value of 78. Coarse Bedding Material: Coarse bedding material shall be ° granular material consisting of sound, durable sand and gravel ,X <� meeting the following gradation requirements: Sieve Size Percentage Passing 1 1 0 /of 100 0 SIV4 qo-rno 3ie- 2o-ss t 0-10 P0F o-s 2.33 STRUCTURE BACRFILL Structure backfill shall conform to the provisions of Section 19-3, "Structure Excavation and Backfill, " of the Standard Specifications and these special provisions. Open trenches shall be covered, barricaded and/or fenced to the satisfaction of the Engineer. The Contractor shall. comply with Section 10-7 "Right-of-Way and Traffic Control" of these Special Provisions. Contractor shall be limited to a maximum length of 100 feet of open trench during working hours. All trenches shall be covered to the satisfaction of the Engineer when the Contractor is not in the process of excavating or installing pipe, including at the end of every working day, open trenches shall not be allowed overnight, except where said open trenches are covered, barricaded, lighted, and fenced in accordance with Section 10-7.00 "Right-of-Way and Traffic Control" of these Special Provisions, and to the satisfaction of the Engineer. In no case shall the trench (or fencing, barricading, etc. ) block the entrance into driveways, crosswalks or intersections. When working within City streets, the Contractor shall restore trench backfill and paving up to the existing pavement grade for each reach of pipe installed before moving on to the next section. Where imported backfill material is to be used, the material shall have the following gradation: SIEME $ PAS Sjarz 3 inch 100 #4 35-100 #30 20-100 Sand Equivalent 20 min. ® Native material may be used provided it meets the above criteria for material type and compaction requirements shown on the plans. C-28 C. SPECIAL PROVISIONS (Continued) However, if the compaction requirement cannot be achieved with the native material, it shall be the Contractor's responsibility to import and/or modify the material to bring the backfill within project specifications. The compaction requirement will not be waived.' Material from excavation shall be free from stones or lumpP exceeding 3 inches greatest dimension, vegetable matter, or other unsatisfactory material. 2.34 PAVEMENT GRINDING This section of the Special Provisions covers pavement grinding. Grinding pavement consists of removing the existing asphalt pavement to a minimum depth of one tenth (0.1) of a foot below existing grade. a) Pavement grinding shall be made to allow a good conform with existing asphalt concrete to be left in place. b) The purpose of pavement grinding is to allow an smooth conform with the existing pavement and to maintain existing drainage; this conform of line and grade shall be maintained ® when the overlay is installed in these areas. Extra raking or other work required to fulfill this requirement is hereby specified at no extra cost to the City. c) Pavement grinding shall be accomplished by cold planing. The equipment used shall be a type capable of maneuvering close to structures and maintaining a straight line. The asphalt to remain Ain place shall not be damaged by the Contractor's operation in any way and shall provide a uniform and stable base for resurfacing. d) The Contractor will be held responsible for any and all damage to public and private property (including trees, plants, shrubs, etc) and will replace with new material or correct any damaged property to the satisfaction of the Engineer. The material planed from the pavement surface becomes the property of the Contractor and the bulk of the material shall be immediately removed from the site of work. The street shall be swept with a power sweeper and all loose material shall be removed within twenty-four (24) hours. e) Areas that receive pavement grinding shall be resurfaced within ten (10) working days of the time that the planing cut is made. f) Absolutely no damaged trees or shrubs will be allowed in the planing operation. Any piece of equipment that damages or, in the opinion of the Engineer, may damage any tree or shrub, will not be allowed on the Project. C-29 C. SPECIAL PROVISIONS (Continued) g) The planing machine shall have a cutter head at least 30 inches wide and L!iall be operated in a completely dust free manager, without fumes or smoke, and be capable of removing the material immediately next to the gutter, including random concrete patches. The machine shall be adjustable as to slope and depth of cut for the planed area to be done. 1. The Contractor shall obtain all necessary permits and comply with all regulations and instructions of the Bay Area Pollution Control District. 2. Use of the equipment shall comply in all respects with the "Occupational Safety and Health Act" requirements and all other applicable State or local safety and sound control requirements. Payment for pavement grinding shall be deemed included in the unit prices for Asphalt Concrete and no separate payment will be allowed therefor. 2.35 SAW CUT AND PAVEMENT RFMOVAL Saw cut will be made at locations indicated on the plans. A saw ® cut shall consist of a cut in the pavement made in a manner that allows a neat even edge. Existing concrete chips or spalls shall be removed and disposed. Payment for saw cut and disposal of material shall be deemed included in the unit prices for pipe and or clearing and grubbing and no separate payment will be allowed therefor. 2.36 AGGREGATE BASE Aggregate base shall be Class 2 and shall conform to the provisions in Section 26, "Aggregate Bases, " of the Standard Specifications. 2.37 LEAN CONCRETE BASE Lean concrete base shall conform to the provisions in Section 28, "Lean Concrete Base," of the Standard Specifications. 2.38 ASPHALT CONCRETE Asphalt concrete shall be Type B. 1/2" medium gradation, medium class and machine placed and shall conform to the provisions in Section 39, "Asphalt Concrete," of the Standard Specifications and these special provisions. Prime Coat and Paint Binder: Prime coat and paint binder appli- cations shall conform to the provisions of Section 39 "Asphalt Concrete" of the Standard Specifications and these special provisions. C-30 C. SPECIAL PROVISIONS (Continued) Payment for Prime Coat and Paint Binder shall be considere:a as included in the price of Asphalt Concrete and no additional compensation will be allowed therefor. 2.39 DEEP LIFT ASPHALT BASE Deep Lift Asphalt (AC) Base shall conform to the requirements of Section 39 "Asphalt Concrete" of the Standard Specifications and these special provisions. The deep lift asphalt base course shall be Type B, 3/4" maximum gradation, medium class and machine placed. v.40 TEMPORARY ASPHALT AND AGGREGATE BASE The Contractor shall keep one ton of Asphalt concrete and 5 cubic ,yards aggregate base to be used at the discretion of the Engineer for maintaining temporary access to adjacent properties. All costs for furnishing and installing the temporary asphalt and aggregate base shall be included in the various bid items and no special compensation will be allowed. 2.41 INTERLOCKING PAVING STONES This work shall consist of furnishing and placing interlocking paving stones and concrete bands on a prepared subgrade at the locations shown on the plans, as specified in these special provisions, and as directed by the Engineer. All interlocking paving stories shall be new and in accordance with the patterns, color, texture, and dimensions of the existing paving stones that will be replaced as a result of work in this contract. , All interlocking concrete paving stones shall conform to the following specifications: 1. Pavers shall have a minimum compressive strength of 8,000 P.S. I. in accordance with testing procedures ASTM C-42 and C-140. 2. Materials used to manufacture interlocking paving stones shall conform to the following: a. Cement - ASTM C-150 (Portland Cement) b. Aggregates - ASTM C-33 (washed, graded sand and rock, no expanded shale or lightweight aggregates.) 3. Size, shape, design and colors shall be approved by the Engineer. C-31 C. SPECIAL PROVISIONS (Continued) The subgrade shall consist of a 148 layer of Lean Concrete Base placed directly over the trench backfill section. Immediately prior to placing the paving stones, the subgrade shall be free of all loose and extraneous materials. All, concrete used shall be Class "A° (6 sacks per cubic yard) as per State of California Specifications and must attain a strength of 220 P.S.I. in 7 days. :[nstallation of Interlock Paving Stones shall conform to the fallowing: A. Pavers shall be clean and free of foreign materials before installation. B. Installation should start from a corner or straight edge and proceed forward over the undisturbed sand laying course. C. Paving stone work shall be plumb, level and true to line and grade; shall be installed to properly coincide and align with adjacent work and elevations. (All edges must be retained to secure the perimeter stones and the sand laying course. ) ® 1. Paving stones should be installed hand tight and level on the undisturbed sand laying course. String lines should be used to hold pattern lines true. 2. Plaster sand should be spread over the installed paving stones so that it may be vibrated into the joints between the stories. 3. A ROLLER VIBRATOR or PLATE VIBRATOR should be used to compact the stones and to vibrate the sand into the joints between the stones. 4. Excess sand should be swept into the joints or disposed of from surface area. 5. The completed paving stone installation should be washed down and cleaned to provide a clean finished workmanlike install- ation. D. Cutting of paving stones shall he done with a masonry saw. The contract price paid per square foot for interlocking paving stones, concrete bands and sand laying course shall include all labor, materials, transportation and equipment necessary to perform the work indicated on the plans and these special provi- sions and as required to properly complete the installation of ® interlocking paving stones and concrete bands. C-32 ® C. SPECIAL PROVISIONS (Continued) 2.42 MANHOLES All manholes shall be installed as detailed in the City Standard Details® and these Special Provisions. All storm drain manhole structures shall be made with Type II cement. All sanitary sewer manhole structures shall be made with type V cement. Portland cement concrete for manhole structures shall attain a minimum of 28-day compressive strength of 3250 psi for cast in place concrete or 5000 psi for precast concrete. All manholes shall be watertight. Reinforcement steel shall conform to the requirements of Section S503 "Reinforcement" of the Standard Specifications. All rein- forcement steel shall be deformed bars, Grade 60. Eccentric manholes will only be allowed in locations shown on the plans. All manholes in paved areas shall be installed such that the manhole rims match existing grades. All manhole structures which are more than 12 feet below grade, or where the plans (and details) require, shall be provided a foundation blanket of. 12 inches minimum of Class I Bedding ® Material. The limit of the foundation blanket shall extend a minimum of 6 inches beyond the outside walls of the manhole structure, or more, as required to provide a stable working foundation. I All manholes shall have non-locking manhole frames and covers as manufactured by Phoenix Iron Works or approved equal, except where shown on plan. Manhole frames and covers shall conform to the approved listing as follows: SEWER SIZE FRAME AND CCVRSIZE MAdUFACTnRER NO, 42" and larger V Phoenix Iron Works P-1006 or equal Storm drain manholes shall be provided and locking open grate, where shown on the plans. Contractor shall provide all frames, grates and covers. Payment for frames, grates and covers shall be considered as included in the price for the respective manholes. Connections of new pipe to existing pipeline structures and new pipeline structures to existing pipe shall be considered as included in the price paid for the pipe or structure being installed and no separate payment will be allowed therefor. C-33 C. SPECIAL PROVISIONS (Continued) Payment for grouting of all pipeline structures shall be considered included in the price paid for the pipeline structure, and no separate payment will be allowed therefor. 2.43 DRAINAGE INLET Drainage inlets shall be constructed as shown on the State Standard Plans and shall conform to the provisions of Section 51-1.02, "Minor Structures", of the Standard Specifications. The contract unit prr.ce paid for drainage inlet shall be considered full compensation for all labor, materials, tools, equipment, and incidentals and for doing all the work involved in constructing drainage inlet, including metal drainage grate, complete in place, as shown on the plans and as specified in the standard Specifications and these special provisions. 2.44 REINFORCEMENT Reinforcement shall conform to the provisions in Section 52, "Reinforcement," of the Standard Specifications and these special provisions. ® 2.45 REINFORCED CONCRETE PIPE All reinforced concrete pipe shall conform to Section 65 o ' the State Standard Specifications except as modified or othe• #ise required by these Special Provisions. A. Contractor Submittals. The Contractor shall furnish the following to the Engineers 1. Pipe and precast manhole design complete with backup data from the pipe and manhole manufacturer. 2. Test certificates guaranteeing that the pipe furnished hereunder is in compliance with the requirements of the Standard Specifications and these Special Provisions. 3. Quality catrol records as required by the Standard Specifications and as specified herein. 4. Detailed fabrication and lay drawings, and a construction schedule in compliance with, Section 6 of these Special Provisions. S. General Requirements. All pipe sizes refer to the nominal inside diameter of pipe and no pipe, except where specified herein, shall deviate from the nominal size designated by more than +1 percent. All pipe, pipe joints incorporated into the pipe, and manufactured fittings connecting pipe C-34 C. SPECIAL PROVISIONS (Continued) between structures shall be of, one and only one manufac- turer's brand and of the same type, quality, class and size unless otherwise specified or detailed on the Drawings. Jointing of pipe dissimilar in size and/or, material shall be accomplished either by use of a junction structure or by use of special adapters or couplings specified herein or approved by the Engineer for such use. All field cut pipe shall be accomplished by methods and equipment recommended by the pipe manufacturer. No hammer and chisel cuts will be permit- ted. The Contractor shall submit at his own expense shop and material details of all special pipe for approval before the pipe shall be manufactured or used on the Aork. All pipe and fittings delivered to the job site shall be marked by the manufacturer with such inventory and identification as to be properly identified in the field as meeting the requirements herein and for the work. C. Reinforced Concrete Sewer Pipe with Flared Bell or Flush Bell with Rubber Gasket Joint (RCP) . All Reinforced Concrete Pipe, hereinafter referred to as RCP, and fittings shall conform to the requirements of ASTM Designation C76 as modi- fied hereunder: ® 1. where not otherwise modified by these Special Provisions, all provisions of the above-mentioned ASTM Designations shall govern. 2. The basis of acceptance of RCP manufactured in compliance with these Special ':rovisions shall be in accordance with Section 5.1.1 of ASTM designation C76 and as follows: a. Engineer approval of submittals required under Paragraphs 2c, 4c and 5g of this Subsection. b. Three-edge bearing test loads shall be applied to produce a 0.01-inch crack except that applied test loading may be terminated without producing a 0.01-inch maximum crack if or when such loading has reached one hundrad percent (100%) of that required for and relative to the specified D-load for the subject pipe. c. Test results shall be submitted to the City prior to shipment to the project jobsite. Results shall indicate the City-assigned project number, agency and operator performing the test, test date, pipe size and specified D-load applied. 3. Materials shall comply with Section 6 of the appropriate ASTM Designation under which the subject pipe is to be manufactured, modified as specified hereunder: C-35 C. SPECIAL PPOVISIONS (Continued) a. Cement used in the manufacture of R.C. pipe shall be Type V in conformance with ASTM Designation C150, or Type IP (MS) in conformance with ASTM Designation C595. b. No admixtures shall be introduced to concrete mixes without specific approval by the Engineer. Approval for admixture or blend usage for pipe for a specific project shall not be considered a general use approval for subse- quent projects unless so stated. c. Rubber for gaskets shall be neoprene and shall comply with the requirements of ASTM C361. 4. Design shall comply with Sections 6 and 7 of appropriate ASTM Designation undei which the subject pipe is to be manufac- tured, modified as specified hereunder: a. In no case shall pipe be less than that specified under ASTM C76 provisions for Class YV. b. Joint assembly design shall be reinforced concrete bell and spigot type incorporating a fully retained, single rubber gasket in accordance with Sec. 3.3 of AWWA Standard C302. Steel joint rings will rot be allowed. Joints shall meet the thickness requirements of the United States Bureau of Reclamation (USBR) Type R-,. joint whether flared or flush bell is supplied. c. Manufacturer's design drawings shall be submitted to the Engineer for approval prior to fabrication. Drawings shall indicate, at relative scale, concrete covers, reinforce- ment placements and joint assembly design. Submittals shall also include the design pipe size, D-load, cement type, concrete strength and areas, and types and place- ments of reinforcement. d. The clear cover over circumferential reinforcement shall be 1 inch from the inside or outside surface of the pipe subject to the tolerances specified in Section C.6.b. The clear cover over the last coil at either end of the pipe to the end of the pipe shall be no less than 1/2" and no more than 1-3/40. e. All pipe shall have type "B" wall thickness. 5. Quality Assurance a. Shop Testing - All pipe shall be subject to a D-load test at the manufacturer's plant. The Engineer may select at random and test as specified one length of each class of pipe for the D-load test specified in ASTM C76. The cost C-36 C. SPECIAL PROVISIONS (Continued) of the pipe and the tests shall be borne by the Contrac- tor. Pipe will be acceptable under the test require- ments, specified herein when all test specimens conform to the test requirements. Should any of the test specimens fail to meet the test requirements, the manufacturer will be allowed to retest 2 additional specimens for each specimen that failed, and the pipe shall be acceptable only when all of the retest specimens meet the strength requirements. The pipe manufacturer shall establish a "lot" system for acceptance of pipe. The initial size of a lot shall be a maximum of 20 pipe sections. At the discretion of the Engineer, the Engineer may allow the size of subsequent lots to be increased depending upon the uniformity of the production quality. b. Reinforcing Steel - The pipe manufacturer shall cut a minimum of four (4) cores, at least 2-1/2 inch diameter, from at least 2 percent cf each period run of 100 units of RCP pipe. Two cores taken near the bell end, 180 degrees apart, and two cores taken near the spigot end, 180 degrees apart, and 90 degrees from the opposite two cores, ® to determine the reinforcing steel location. If the steel is misplaced more than ± 1/4 inch in any one core, the manufacturer shall core two other sections of pipe selected by the Engineer from the same period run from which thL original pipe was selected. If the four (4) cores of each pipe retested indicates the steel is in the proper location, the remainder of the pipe in that period run will be accepted. If the steel is not in the proper place, that period's run will not be accepted unless approved by the Engineer. All of these cores shall be checked to determine that the reinforcing steel is completely embedded in concrete and that the concrete adheres to the steel surface. The exposed surfaces of the cores shall be inspected for concrete to reinforcing steel contact. Contact between the circumferential reinforcement and the concrete hfial f be considered non-continuous if a void is found fad: which a 1/16-inch diameter pin can be inserted 1/4 inch deep, without undue force,, ,b3�etween the reinforcement and concrete. The lot will `bc acceptable if the total number of non-con"* tinuous contact surfaces is 10 percent or less of the total number of circumferential bars exposed by the cut. If more than 10 percent non-continuous contact surfaces are found in the first series of cores, the manufacturer ® may cut an additional series of cores, and if the addi- tional cores bring the total to 10 percent or less, the lot will be acceptable. C-37 ® C. SPECIAL PROVISIONS (Continued) if the steel location meets the specification require- ments, the pipe core holes shall be filled with approved Epoxy mortar. If all other specifications requirements are met, the pipe will be accepted. c. Pipe fabrication plant and field joint leakage testing shall be in accordance with the following minimum criteria: (1) Fabrication plant joint leakage testing and barrel leakage testing shall be performed in accordance with AWWA Standard C302. The pipe test pressure shall be a minimum of 11 psig for both elliptically reinforced pipe and pipe with circular reinforcement. (2) Field joint leakage testing shall be performed by the pipe installation contractor after the pipe is in place such that the joint meets a 50 gallon per inch diameter per 1,000 feet per day leakage allowance. (3) The method of field joint leakage testing shall be as directed by the Engineer. d. Pipe minimum and maximum lengths, except where required ® otherwise, shall be in accordance with Section 3.1.1 of AWWA Standard C302. 6. Rejection The quality of materials, the process of manufacture, and the finished pipe shall be subject to inspection and approval by the City or its assignee. Pipe shall be substantially free of fractures and surface roughness. The ends of the pipe shall be normal to the walls and centerline of the pipe, within Lhe limits of variations given in sections 12.3 and 12.4 of ASTM C76. Pipe shall be subject to rejection as described in Section 16 of ASTM C 76, in addition to the following: a. Any shattering or flaking of concrete or other conditions indicating an improper concrete mix or molding. b. Any exposed reinforcing steel except longitudinal bars and positioning steel at the pipe ends. c. Voids around the reinforcing steel (refer to paragraph 5b of this Subsection) . The City's decision regarding rejection of the pipe shall be final and the rejected pipe shall be immediately removed from the job site at the Contractor's cost. Rejected pipe shall be clearly and indelibly marked accordingly so as to prevent confusion with pipe delivered under subsequent shipmE__::s. C-38 C. SPECIAL PROVISIONS (Continued) Bell and spigot repairs shall be done with epoxy mortar only and shall be limited to normal pipe dressing operation. Any other repair in this area of the pipe shall require the prior approval of the Engineer before the repair is done. Other repairs outside of the bell and spigot shall be limited to a 1211 square in any direction at the surface of the pipe and 3/4 inch deep. Painting with cementitious slurry without the prior approval of the Engineer is strictly prohibited and shall be cause for rejection of the pipe. The City reserves the right to accept damaged pipe after suitably repaired by the Contractor, at the Contractor's cost. Repair procedures shall be submitted by the Contractor for the City's and Engineer's review and approval prior to performing any repair work. The City' s acceptance of any repaired pipe shall not waive their right to reject repair of any subsequent damaged pipe regardless of whether or not it is similarly damaged. 2.46 CORRUGATED METAL PIPE ® Corrugated metal pipe used in the stream outfall, 12 gauge 48-inch concrete lined corrugated steel pipe shall conform to %he provisions in Section 66, "Corrugated Metal Pipe," of the Standard Specifications and these special provisions. Except as otherwise designated 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. Joints shall be wrapped with a rubber gasket below the bands to prevent excessive leakage near the cut slopes. Corrugated steel pipe shall be fabricated from zinc-coated steel sheet. A removable type grate shall be installed at the outlet end of the 48" CMP as shown on the plans to prevent unwarranted access into the pipe. Full compensation for furnishing and installing the grate shall be considered as included in the contract price paid for CORRUGATED METAL PIPE and no additional compensation will be allowed therefor. 2.47 DUCTILE IRON PIPE (D.I.P.) CASING Ductile Iron Pipe Casing shall be Class 150, AWWA C151-76 and the latest amendments thereto. Wall thickness to be standard unless otherwise specified. C-3 9 C. SPECIAL PROVISIONS (Continued) 2.48 POLYVINYL CHLORIDE PIPE: (P.V.C.) All Polyvinyl Chloride Pipe and fittings shall conform to ASTM Specifications DR18 (unless otherwise noted on the plans) and shall be )f the Uni-Bell Type. Approved water stop methods shall be used where "P.V.C." enters the manhole base. The Cupertino Sanitary District Engineer reserves the right to test sections of pipe at the site of manufacture, and the supplier will furnish all materials and equipment necessary to conduct such tests. 2.49 MISCELLANEOUS CONCRETE CONSTRUCTION Curb, gutter, sidewalk and driveway aprons shall conform to the provisions in Section. 73, "Concrete Curbs and Sidewalks, " of cbe Standard Specifications and the City of Cupertino Standards. The contract price paid per lineal foot of curb and gutter and per square foot for sidewalk and driveway aprons shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in constructing concrete curb, gutter, sidewalk and driveway aprons, complete in place, as shown on the plans, and as specified in the Standard Specifications and these Special Provisions. 2.50 SACRED CONCRETE SLOPE PROTECTION Sacked concrete slope protection shall conform to the provisions in Section 72-3 "Sacked Concrete Slope Protection," of the Standard Specifications. The contract price paid per square foot for sacked concrete slope protection shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in placing sacked concrete slope protection, complete in place, as shown on the plans, and as specified in the Standard Specifications and these special provisions. 2,51 MISCELLANEOUS IRON AND STEEL The manhole frames and covers shall conform to the provisions in Section 75, "Miscellaneous Metal," of the Standard Specifications and these special provisions. Full compensation for manhole frames and covers and for the drainage grate shall be considered as incicded in the contract unit prices paid for precast concrete manhole and for drainage ® inlet, respectively, and no separate payment will be made therefor. C--40 C. SPECIAL PR USIONS (Con Rjaued) 2.52 CHAIN LINK FENCE AND GATES Chain link fence and gates shall be type CL-6 as shown on the improvement plans, and shall conform to the provisions in Section 80, "Fences," of the Standard Specifications and these special provisions.. 2.53 CONCRETE BARRIER WALL The existing concrete barrier wall just east of the Stevens Creek Blvd. bridge over Stevens Creek shall be sawcut, removed and replaced as shown on the plans. 2.54 REPLACE PEDESTRIAN BRIDGE FOOTING The existing footing of the Stevens Creek Blvd. pedestrian bridge shall be as shown and specified in the plans. Full compensation for furnishing all labor, materials, tools, equipment and incidentals for doing all work required to support the existing bridge in place and install the new bridge footing as shown on the Plans and as directed by the Engineer shall be included in the lump sum price bid for REPLACE PEDESTRIAN BRIDGE FOOTING. 2.55 PAINT TRAFFIC STRIPES AND PAVEMENT MARKINGS Painted traffic stripes (traffic lines) and pavement markings shall conform to the provisions in Section 84-1, "General," and 84-3, "Painted Traffic Stripes and Pavement Markings," of the Standard Specifications and these special provisions. Location and layout of traffic stripes and pavement markings will be provided by the City. The State Specification No. for Rapid Dry Water Borne paint in Section 84-3.02, "Materials," of the Standard Specifications is amended to read "8010-61G-30. " Note 4 on Standard Plan A-24D shall not apply. 2.56 PAVEMENT MARKERS Pavement markers shall conform to the provisions in Section 85, "Pavement Markers," of the Standard Specifications. 2.57 TRAFFIC SIGNIL INDUCTIVE LOOPS AND DETECTOR CABLE The Contractor shall replace existing City inductive detector ® loops impacted by this project as shown on the plans in accordance with specifications to be supplied by the City of Cupertino Public Works Department. C-41 ® C. SRRCI T, P&MISIONS (continued) 2.58 MAINTAINING EXISTING AND TEMPORARY ELECTRICAL SYSTEMS Maintaining existing and temporary electrical systems shall conform to the provisions in Section 86-1.05 "Maintaining Existing and Temporary Electrical Systems" of the State Standard Specifications and these Special Provisions. Where facilities are to remain open to public use, existing electrical systems, (signal, lighting, or other systems) , or approved temporary replacement thereof, shall be kept in effective operation for the benefit of the public during the progress of work, except when shutdown is permitted to allow for alterations or final removal of the systems. Traffic signal shutdowns shall be limited to periods during normal working hours, or as specified in these Special Provisions. Street lighting system shutdown shall not interfere with the regular lighting schedule, unless otherwise permitted by the Engineer. All damage to existing street light services, circuits and equipment shall be repaired immediately so the lights remain operational every night. The Contractor shall provide alternate lighting means if the above condition cannot be met. Full compensation for conforming to the requirements of this section shall be considered as included in the contract prices paid for the various items of work involved, and no additional compensation will be allowed therefor. 3. TIME OF COMPLETION AND LIQUIDATED DAMAGES The work to be performed under this contract shall be completed before the expiration of 160 WORKING DAYS from the date cited in the Notice to Proceed. The parties hereto agree that the Contractor shall be liable to the City for liquidated damages in the sum of' Three Hundred Fifty Dollars `'` 350.00) , or as further specified in the Special Provi- sions, for each working day this contract is delayed beyond the time for completion. Should the Contractor fail to complete this contract, and the Work provided for therein, within the fixed time for completion, plus any extensions granted by the City, the Contractor shall pay the City the amount of liquidated damages as specified in the Special Provisions. Attention is directed to the provisions of the Department of Fish a Game permit that prohibit work in the channsl after October 15, 1991. C-42 STEVENS CREEK STORM INTERCEPTOR--FROM SPRR TO STEVENS CREEK PROJECT 91-116 C. SPECIAL PROVISIONS (Conte 4. SIGNATURE PAGE Reviewed by: Rev we by: P Travice W. Whit n enn M. Grigg Deputy Director of Public Works Traffic Engineer Approved by: ert J Vis ovich ® Direct r of Public Works Date: C-43