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HomeMy WebLinkAboutContract Award Date: LAT6 ( 16, Zo I S CAG-18-050. Awarded to: ';SCC &UCLIA-4-1 ekAk CIS CZV> `50I S - Zc`sr" Si .Su)) if i e 2_,inoi, izei WA 9S'&_--31 e, Award Amount: 't 13 &al. St Bidding Requirements, City of Renton Forms, Contract Forms, Conditions of the Contract, Plans and Specifications Construction of: 2018 Sewer and Stormwater Telemetry Upgrades PROJECT NO. WW P-27-3993 SW P-27-3993 Spring 2018 City of Renton 1055 South Grady Way Renton, WA 98057 Project Manager: Michael Benoit (425)430-7206 CITY OF oY o R Responsible Officer: David Chu Address: 5015 208th St SW, Suite 1B, Lynnwood, WA 98036 Phone Number: 425-778-8280 Emergency Number: 206-669-7107 Job Foreman: Christina Hsu Address: 5015 208th St SW, Suite 1B, Lynnwood, WA 98036 Phone Number: 425-778-8280 Emergency Number: 360-607-9092 Bonding Agent: PLC Insurance LLC, Attn: Dawn Stephens Address: 4211 Alderwood Mall Blvd #210 Phone Number: 425-712-3664 Emergency Number: 425-275-0555 CITY OF RENTON RENTON, WASHINGTON CONTRACT DOCUMENTS for the 2018 Sewer and Stormwater Telemetry Upgrades PROJECT NO. WWP-27-3993 SWP-27-3993 Spring 2018 BIDDING REQUIREMENTS CONTRACT FORMS CONDITIONS OF THE CONTRACT SPECIFICATIONS PLANS THE CONTENT OF THIS DOCUMENT, AS A MEANS OF PROFESSIONAL SERVICE, IS PROTECTED BY 17 U.S.C. § 101, ET SEQ. AS SUCH, IT SHALL NOT BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT OR PURPOSE WITHOUT WRITTEN AUTHORIZATION FROM RH2 ENGINEERING. © 2018 RH2 ENGINEERING, INC. Prepared by: RH2 Engineering, Inc. 22722 29th Drive SE, Suite 210 Bothell, WA 98021 (425) 951-5400 (p) (425) 951-5401 (f) Signed: 02/22/2018 Signed: 02/22/2018 02_CONTENTS S-3993\ 2018 Sewer and Stormwater Telemetry Upgrades WWP-27-3993 & SWP-27-3993 CONTRACT DOCUMENT TABLE OF CONTENTS Summary of Fair Practices Policy Summary of Americans with Disability Act Policy Scope of Work Instructions to Bidders Call for Bids * Proposal & Combined Affidavit & Certificate Form: Non-Collusion Anti-Trust Claims Minimum Wage Form * Department of Labor and Industries Certificate of Registration * Bid Bond Form * Schedule of Prices ** Certificate of Compliance with Wage Payment Statutes  Bond to the City of Renton  Fair Practices Policy Affidavit of Compliance  Contract Agreement Prevailing Minimum Hourly Wage Rates Special Provisions Technical Specifications Documents marked as follows must be submitted at the time noted and must be executed by the Contractor, President and Vice President or Secretary if corporati on by-laws permit. All pages must be signed. In the event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. * Submit with Bid ** Submit with Bid or within 24 hours of bid  Submit at Notice of Award CITY OF RENTON Public Works Department 1055 South Grady Way Renton, Washington 98057 04_SCOPE S-3993\ CITY OF RENTON 2018 Sewer and Stormwater Telemetry Upgrades WWP-27-3993 & SWP-27-3993 SCOPE OF WORK The work involved under the terms of this contract document shall be full and complete installation of the facilities, as shown on the plans and as described in the construction specifications, to include but not be limited to: The fabrication of six (6) lift station telemetry panels as follows: Four (4) control panels shall be fabricated for City wastewater lift stations (Cottonwood Lift Station, East Valley Lift Station and two (2) spare control panels). Two (2) control panels shall be fabricated for City stormwater stations (Oakesdale Lift Station and Rainier Lift Station) This project shall include fabrication of the control panels and delivery to the Renton City Shops. Installation of the panels is not included as part of this project. Any contractor connected with this project shall comply with all Federal, State, County, and City codes and regulations applicable to such work and perform the work in accordance with the plans and specifications of this contract document. A total of 60 working days will be allowed for the completion of this project. INSTRUCTIONS TO BIDDERS 1. Sealed bids for this proposal will be received by the City of Renton at the office of the Renton City Clerk, Renton City Hall, until the time and date specified in the Call for Bids. At this time the bids will be publicly opened and read, after which the bids will be considered and the award made as early as practicable. No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be submitted on the forms attached hereto. 2 Any omissions, discrepancies or need for interpretation should be brought, in writing, to the attention of the Project Engineer. Written addenda to clarify questions that arise may then be issued. No oral statements by Owner, Engineer, or other representative of the owner shall, in any way, modify the contract documents, whether made before or after letting the contract. 3 The work to be done is shown in the plans and / or specifications. Quantities are understood to be only approximate. Final payment will be based on actual quantities and at the unit price bid. The City reserves the right to add or to eliminate portions of that work as deemed necessary. 4. Plans may be examined and copies obtained at the Public Works Department Office. Bidders shall satisfy themselves as to the local conditions by inspection of the site. 5. The bid price for any item must include the performance of all work necessary for completion of that item as described in the specifications. 6. The bid price shall be stated in terms of the units indicated and as to a total amount. In the event of errors, the unit price bid will govern. Illegible figures will invalidate the bid. 7. The right is reserved to reject any and/or all bids and to waive informalities if it is deemed advantageous to the City to do so. 8. A certified check or satisfactory bid bond made payable without reservation to the Director of Finance of the City of Renton in an amount not less than 5% of the total amount of the bid shall accompany each bid proposal. Checks will be returned to unsuccessful bidders immediately following the decision as to award of contract. The check of the successful bidder will be returned provided he enters into a contract and furnishes a satisfactory performance bond covering the full amount of the work within ten days after receipt of notice of intention to award contract. Should he fail, or refuse to do so, the check shall be forfeited to the City of Renton as liquidated damage for such failure. 9. All bids must be self-explanatory. No opportunity will be offered for oral explanation except as the City may request further information on particular points. 10. The bidder shall, upon request, furnish information to the City as to his financial and practical ability to satisfactorily perform the work. 11. Payment for this work will be made in Cash Warrants. 06_INSTRUCTION TO BIDDERS - no geotech 12. The contractor shall obtain such construction insurance (e.g. fire and extended coverage, worker's compensation, public liability, and property damage as identified within Special Provisions, Specification Section 1-07.18 “Public Liability and Property Damage Insurance”. 13. The contractor, prior to the start of construction, shall provide the City of Renton a detailed bar chart type construction schedule for the project. 14 Before starting work under this contract, the Contractor is required to supply information to the City of Renton on all chemical hazards Contractor is bringing into the work place and potentially exposing City of Renton Employees. 15. Payment of retainage shall be done in accordance with Section 1-09.9(1) "Retainage”. 16. Basis for Approval The construction contract will be awarded by the City of Renton to the lowest, responsible, responsive bidder. The bidder shall bid on all bid schedules items of all schedules set forth in the bid forms to be considered responsive for award. The total price of all schedules will be used to determine the successful low responsive bidder. Partial bids will not be accepted. The owner reserves the right to award any or all schedules of the Bid to meet the needs of the City. The intent is to award to only one BIDDER. 17. Trench Excavation Safety Systems As required by RCW 39.04.180, on public works projects in which trench excavation will exceed a depth of four feet, any contract therefor shall require adequate safety systems for the trench excavation that meet the requirements of the Washington Industrial Safety and Health Act, Chapter 49.17 RCW. These requirements shall be included in the Bid Schedule as a separate item. The costs of trench safety systems shall not be considered as incidental to any other contract item and any attempt to include the trench safety systems as an incidental cost is prohibited. 18. Payment of Prevailing Wages In accordance with Revised Code of Washington Chapters 39.12 and 49.28 as amended or supplemented herein, there shall be paid to all laborers, workmen or mechanics employed on this contract the prevailing rate of wage for an hour's work in the same trade or occupation in the area of work regardless of any contractual relationship which may exist, or be alleged to exist, between the CONTRACTOR and any laborers, workmen, mechanics or subconsultants. The most recent issue of the prevailing wage rates is included within these specifications under section titled “Prevailing Minimum Hourly Wage Rates”. The Contractor is Responsible for obtaining updated issues of the prevailing wage rate forms as they become available during the duration of the contract. The wage rates shall be included as part of any subcontracts the Contractor may enter into for work on this project. 19. Pollution Control Requirements Work under this contract shall meet all local, state and federal requirements for the prevention of environmental pollution and the preservation of public natural resources. The CONTRACTOR shall conduct the work in accordance with all applicable pollution control laws. The CONTRACTOR shall 06_INSTRUCTION TO BIDDERS - no geotech comply with and be liable for all penalties, damages, and violations under Chapter 90.48 RCW, in performance of the work. The CONTRACTOR shall also comply with Article 4 in the Puget Sound Air Pollution Control Agency Regulation III regarding removal and encapsulation of asbestos materials. 20. Standard Specifications All work under this contract shall be performed in accordance with the following standard specifications except as may be exempted or modified by the City of Renton Supplemental Specifications, Special Provisions other sections of these contract documents. These standard specifications are hereby made a part of this contract and shall control and guide all activities within this project whether referred to directly, paragraph by paragraph, or not. 1. WSDOT/APWA "2016 Standard Specifications for Road, Bridge and Municipal Construction" and "Division 1 APWA Supplement" hereinafter referred to by the abbreviated title "Standard Specifications." A. Any reference to "State," "State of Washington," "Department of Transportation," "WSDOT," or any combination thereof in the WSDOT/APWA standards shall be modified to read "City of Renton," unless specifically referring to a standard specification or test method. B. All references to measurement and payment in the WSDOT/APWA standards shall be detected and the measurement and payment provisions of Section 1-09.14, Measurement and Payment (added herein) shall govern. 21. Bidder’s Checklist  It is the responsibility of each bidder to ascertain if all the documents listed on the attached index are included in their copy of the bid specifications. If documents are missing, it is the sole responsibility of the bidder to contact the City of Renton to obtain the missing documents prior to bid opening time.  Have you submitted, as part of your bid, all documents marked in the index as “Submit with Bid”?  Has the bid bond or certified check been enclosed?  Is the amount of the bid guaranty at least 5 percent of the total amount of bid including sales tax?  Has the proposal been signed?  Have you bid on ALL ITEMS and ALL SCHEDULES?  Have you submitted the Subcontractors List (If required)?  Have you reviewed the Prevailing Wage Requirements?  Have you certified receipt of addenda, if any?  Have you submitted the Department of Labor and Industries Certificate of Registration form?  Have you submitted or are prepared to submit within 24 hours of the bid the Certificate of Compliance with Wages Paid Statutes form? CAG-18-050 CITY OF RENTON CALL FOR BIDS 2018 Sewer and Stormwater Telemetry Upgrades WWP-27-3993 & SWP-27-3993 Sealed bids will be received until 2:30 p.m. Tuesday, April 10, 2018 at the City Clerk's office, 7th floor and will be opened and publicly read in conference room 511 Tuesday, April 10th on the 5th floor, Renton City Hall, 1055 South Grady Way, Renton WA 98057. The work to be performed within 60 working days from the date of commencement under this contract shall include, but not be limited to: The fabrication of six(6) lift station telemetry panels as follows: Four(4) control panels shall be fabricated for City wastewater lift stations(Cottonwood Lift Station, East Valley Lift Station and two (2) spare control panels). Two (2) control panels shall be fabricated for City stormwater stations (Oakesdale Lift Station and Rainier Lift Station) This project shall include fabrication of the control panels and delivery to the Renton City Shops. Installation of the panels is not included as part of this project. The City reserves the right to reject any and/or all bids and to waive any and/or all informalities. Bid documents will be available Monday, March 26, 2018. Plans,specifications, addenda, and plan holders list for this project are available on-line through Builders Exchange of Washington, Inc., at http://www/bxwa.com. Click on "bxwa.com"; "Posted Projects"; "Public Works", "City of Renton", Projects Bidding". (Note: Bidders are encouraged to "Register as a Bidder," in order to receive automatic email notification of future addenda and to be placed on the "Bidders List." Questions about the project shall be addressed to, Michael Benoit, City of Renton, Wastewater Utility, 1055 Grady Way, Fifth Floor, Renton, WA,98057, phone (425)430-7206,fax(425)430-7241, mbenoit@rentonwa.gov. A certified check or bid bond in the amount of five percent (5%) of the total of each bid must accompany each bid. The City's Fair Practices, Non-Discrimination,and Ameri s with DisabilitysaAct Policies shall apply. A_ Jas. A.Seth,C '(City Clerk Published: Daily Journal of Commerce M.rch 26,2018 Daily Journal of Commerce April 2,2018 07 CALL S-3993.doc 2018SewerandStormwaterTelemetryUpgradesWWP-27-3993&SWP-27-3993Proposal&CombinedAffidavit&CertificateFormTOTHECITYOFRENTONRENTON,WASHINGTONLadiesand/orGentlemen:Theundersignedherebycertifythatthebidderhasexaminedthesiteoftheproposedworkandhavereadandthoroughlyunderstandtheplans,specificationsandcontractgoverningtheworkembracedinthisimprovement,andthemethodbywhichpaymentwillbemadeforsaidwork,andherebyproposetoundertakeandcompletetheworkembracedinthisimprovement,orasmuchthereofascanbecompletedwiththemoneyavailable,inaccordancewiththesaidplans,specificationsandcontractandthescheduleofprices.Theundersignedfurthercertifiesandagreestothefollowingprovisions:NON-COLLUSIONAFFIDAVITBeingdulysworn,deposesandsays,thatheistheidenticalpersonwhosubmittedtheforegoingproposalorbid,andthatsuchbidisgenuineandnotshamorcollusiveormadeintheinterestoronbehalfofanypersonnotthereinnamed,andfurther,thatthedeponenthasnotdirectlyinducedorsolicitedanyotherBidderontheforegoingworkorequipmenttoputinashambid,oranyotherpersonorcorporationtorefrainfrombidding,andthatdeponenthasnotinanymannersoughtbycollusiontosecuretohimselfortoanyotherpersonanyadvantageoverotherBidderorBidders.ANDCERTIFICATIONRE:ASSIGNMENTOFANTI-TRUSTCLAIMSTOPURCHASERVendorandpurchaserrecognizethatinactualeconomicpracticeoverchargesresultingfromanti-trustviolationsareinfactusuallybornebythepurchaser.Therefore,vendorherebyassignstopurchaseranyandallclaimsforsuchover-chargesastogoodsandmaterialspurchasedinconnectionwiththisorderorcontract,exceptastooverchargesresultingfromanti-trustviolationscommencingafterthedateofthebid,quotation,orothereventestablishingthepriceunderthisorderorcontract.Inaddition,vendorwarrantsandrepresentsthatsuchofhissuppliersandsubcontractorsshallassignanyandallsuchclaimstopurchaser,subjecttotheaforementionedexception.ANDProvidedtoBuildersExchangeofWA,Inc.ForusageConditionsAgreementseewww.bxwa.com-AlwaysVerifyScal MINIMUMWAGEAFFIDAVITFORMI,theundersigned,havingbeendulysworn,deposed,sayandcertifythatinconnectionwiththeperformanceoftheworkofthisproject,Iwillpayeachclassificationoflaborer,workman,ormechanicemployedintheperformanceofsuchwork;notlessthantheprevailingrateofwageornotlessthantheminimumrateofwagesasspecifiedintheprincipalcontract.Ihavereadtheaboveandforegoingstatementsandcertificate,knowthecontentsthereofandthesubstanceassetforththereinistruetomyknowledgeandbelief.FOR:PROPOSAL,NONCOLLUSIONAFFIDAVIT,ASSIGNMENTOFANTI-TRUSTCLAIMSTOPURCHASERANDMINIMUMWAGEAFFIDAVITfLLC]ii-’-lIifttiLStoI&PcRAh,.JNameofBidder’sFirmSignatureofAuthorizedRepresentativeofBidder*:PrintedName:DAiLb(A-f1.4Title:Address:cpp1PL’ftJJL4JOODirA-‘[-o3bContactName(pleaseprint):t’Aci/UtkiLIPhone:Email:D44JiTI(-i6.£M.*Theabovesignaturemustbenotarizedusingtheapplicablenotarylanguagefoundonpages3and4.IfbusinessisaCORPORATION,pleasecompletethissection:NameofPresidentofCorporationNameofSecretaryofCorporationTEc€-MrT4iUS(QscCorporationOrganizedunderthelawsofA¶T4-i—-_WithMainOfficeinStateofWashingtonat5’çjç’l’l5TSaA?‘L(1TEtL>j&J(4JLADOJIfbusinessisaPARTNERSHIPorLIMITEDLIABILITYCOMPANY,pleasecompletethissection:Name:08_COMBINEDPROPandTRIPLEFORM5-3993Title(Partner,Member,Manager):ProvidedtoBuildersExchangeofWA,Inc.ForusageConditionsAgreementseewww.bxwa.com-AlwaysVerifyScal Proposal&Affidavit/Certificate-Page3of4INDIVIDUALFORMSTATEOFWASHINGTON55Countyof______________Onthis_______dayof___________beforemepersonallyappeared_____________________tomeknowntobetheindividual(s)describedinandwhoexecutedtheforegoinginstrument,andacknowledgedunderoaththat_________________(he/she/they)signedandsealedthesameas________________________(his,her,their)freeandvoluntaryactanddeed,fortheusesandpurposesthereinmentioned.GIVENundermyhandandofficialsealthedayandyearlastabovewritten.(SEAL)_____________________________________________NotaryPublicinandfortheStateofWashington,residingat__________________PrintName:___________________________Mycommissionexpires:_________________CORPORATIONFORMSTATEOFWASHINGTONssCountyof5A/’OOnthis7471h1dayof____________beforemepersonallyappearedt%/(tC4-j.LtomeknowntobetheT.A’$.suZ44L..(President,Secretary,Treasurer)ofthecorporationthatexecutedtheforegoinginstrument,andacknowledgedsaidinstrumenttobethefreeandvoluntaryactanddeedofsaidcorporation,fortheusesandpurposesthereinmentioned,andonoathstatedthat4t&(he/she/they)areauthorizedtoexecutesaidinstrument.GIVENundermyhandandofficialsealthedayandyearlastabovewritten.(SEAL)______________________________NotaryPublicinandforeStateof7ARICIADHAMERSLYWashington,re,idingat1S’€%sc14NOTARYPUBLICPrintName:DSTATEOFWASHINGTONCOMMISSIONEXPIRESMycommissionexpires:/O92/OCTOBER9,J08_COMBINEDPROPandTRIPLEFORM5-3993ProvidedtoBuildersExchangeofWA,Inc.ForusageConditionsAgreementseewww.bxwa.com-AlwaysVerifyScal Proposal&Affidavit/Certificate-Page4of4PARTNERSHIPFORMSTATEOFWASHINGTONssCountyof_____________Onthis________dayof_______________beforemepersonallyappeared____________________tomeknowntobeaGeneralPartnerofthepartnershipknownas__________________________thatexecutedtheforegoinginstrument,andacknowledgedsaidinstrumenttobethefreeandvoluntaryactanddeedofsaidpartnership,fortheusesandpurposesthereinmentioned,andonoathstatedthat__________(he/she/they)areauthorizedtoexecutesaidinstrument.GIVENundermyhandandofficialsealthedayandyearlastabovewritten.(SEAL)_____________________________________________NotaryPublicinandfortheStateofWashington,residingat_________________PrintName:__________________________Mycommissionexpires:_________________LIMITEDLIABILITYCOMPANY(LLC)FORMSTATEOFWASHINGTONssCounty of_____________Onthis_______dayof_____________________,20__,beforemepersonallyappeared___________________________tomeknowntobeaManagingMemberoftheLimitedLiabilityCompanyknownas__________________________________andthathe/she/theyexecutedtheforegoinginstrument,andacknowledgedsaidinstrumenttobethefreeandvoluntaryactanddeedofsaidLimitedLiabilityCompany,fortheusesandpurposesthereinmentioned,andonoathstatedthat__________(he/she/they)areauthorizedtoexecutesaidinstrument.GIVENundermyhandandofficialsealthedayandyearlastabovewritten.(SEAL)_____________________________________________NotaryPublicinandfortheStateofWashington,residingat_________________PrintName:__________________________Mycommissionexpires:_________________08_COMBINEDPROPandTRIPLEFORM5-3993ProvidedtoBuildersExchangeofWA,Inc.ForusageConditionsAgreementseewww.bxwa.com-AlwaysVerifyScal DepartmentofLaborandIndustriesCertificateofRegistrationNameonRegistration:CCt414LL1’7t2I’-JT1C-’CSCoPRegistrationNumber:GExpirationDate:3’/2_I’i’tiNote:Acopyofthecertificatewillberequestedaspartofcontractexecutionwhenprojectisawarded.09_L&IREGISTRATIONS-3993\ProvidedtoBuildersExchangeofWA,Inc.ForusageConditionsAgreementseewww.bxwa.com-AlwaysVerifyEcal ProposalBidBondKNOWALLMENBYTHESEPRESENTS,Thatwe,[Contractor]QCCQualityControlsCorporationnfIscicrcc15015208thSTSW,Suite18-LynnwoodWA98036asPrincipal,and[Surety]WesternSuretyCompanyacorporationdulyorganizedunderthelawsoftheStateofSouthDakotaandauthorizedtodobusinessintheStateofWashington,asSurety,areheldandfirmlybounduntotheCityofRentoninthesumoffive(5)percentofthetotalamountofthebidproposalofsaidPrincipalfortheworkhereinafterdescribed,forthepaymentofwhich,wellandtrulytobemade,webindourselves,ourheirs,executors,administratorsandassigns,andsuccessorsandassigns,jointlyandseverally,firmlybythesepresents.Theconditionofthisbondissuch,thatwhereasthePrincipalhereinisherewithsubmittinghis/heroritssealedproposalforthefollowinghighwayconstruction,towit:2018SewerandStormwaterTelemetryUoradessaidbidandproposal,byreferencethereto,beingmadeaparthereof.NOW,THEREFORE,ifthesaidproposalbidbysaidPrincipalbeaccepted,andthecontractbeawardedtosaidPrincipal,andifsaidPrincipalshalldulymakeandenterintoandexecutesaidcontractandshallfurnishperformancebondasrequiredbytheCityofRentonwithinaperiodoften(10)daysfromandaftersaidaward,exclusiveofthedayofsuchaward,thenthisobligationshallbenullandvoid,otherwiseitshallremainandbeinfullforceandeffect.INTHEEVENTthePrincipal,followingaward,failstoexecuteanAgreementwiththeCityofRentoninaccordancewiththetermsoftheProposalandfurnishaperformancebondwithSuretyorSuretiesapprovedbytheCityofRentonwithinten(10)daysfromandaftersaidaward,thenPrincipalshallforfeittheBidBond/BidProposalDepositorSuretyshallimmediatelypayandforfeittotheCityofRentontheamountoftheProposalBidBond,assetforthinRCW35A.40.200andRCW35.23.352.INTESTIMONYWHEREOF,thePrincipalandSuretyhavecausedthesepresentstobesignedandsealedthis10thdayofApril,2018QCCQualityControlsCorporation(Pincalligriatureofuthorizedofficial]itt-P-SitrT[Title]WesternSuretyCompanrfa%zedol]By:CameronHuntsucker——lAttorney-in-Facti‘.doIntegritySuretyLLCb[Address]----17544MidvaleAveN#300SeattleWA98133(206)546-1397[TelephoneNumber]ApprovedbycityAttorneyProvidedtoBuildersExchangeofWA,Inc.ForusageConditionsAgreementseewww.bxwa.cots-AlwaysVerifySca WesternSuretyCompanyPOWEROFATTORNEY-CERTIFIEDCOPYBondNo.KnowAllMenByThesePresents,thatiVESTERNSURETYCOMPANY,acorporationdulyorganizedandexistingunderthelawsoftheStateofSouthDakota.andhavingitsprincipaloffIceinSiouxFalls.SouthDalcota(the“Company”l.doesbythesepresentsmake,constituteundappoint——-—-—_—itstrueandlawfulattorney(s).in-lct,withfullpowerandauthorityherebyconferred,toexecute,acknowledgeanddeliverforandonitsbehalfasSurety,bondsfor:Principal:QccQualityControlsCorporationObligee:CityofRentonAmount:$1,000,000.00andtobindtheCompanytherebyasfullyandtothesameextentasifsuchbondsweresignedbytheVicePresident,sealedwiththecorporatesealoftheCompanyanddulyattestedbyitsSecretary,herebyratifyingandconfirmingallthat,thesaidattorney(s)-infactmaydowithinthuabovestatedlimitations.SaidappointmentismadeunderandbyauthorityofthefollowingbylawofWosternSuretyCompanywhichremainsinfullforceandeffect.“Section7.Allbonds,policies,undertakings,PowersofAttorneyorotherobligationsofthecorporationshallbeexecutedinthecorporatenameoftheCompanybythePresident,Secretary,an’AssistantSecretai’v,Treasurer,orany\1lcePresidentorbysuchotherofficersastheBoardofDirectorsma’authorize,ThePresident,an’VicePresident,Secj’etar,,an’AssistantSecretary,ortheTreasurermayappointAttorneysinFactoragentswhoshallhaveauthoritytoissuebonds,policies.orundertakingsinthenameoftheCompany,Thecorporatesealisnotnecessaryforthevalidityofanybonds.policies,undertakings,PowersofAttorneyorotherobligationsofthecorporation.‘l’hesignatureofanysuchofficerandthecorporatesealmayheprintedbyfacsimile,”IfBondNo.60225—isnotissuedonorbeforemidnightofJuly9tb,20.2-—_,allauthorityconferredinthisPowerofAttorneyshallexpireandterminate.InWitnessWhereofWesternSuretyCompanyhascausedthesepresentstohesignedbyits\‘icePresident.Paul‘I’.Bt’uflat.anditscorporatesealtobeaffixedthis.dayof_-.2-.WESSTiRYCOMPANY—PaulPIruflat,‘icePresidentSTATEOS’SOUTHDAKOTACOUN’flOFMINNEHAHAjOnthis_Jk...dayofprJ_-—‘inthe%‘ear201_,,beforeme,anotarypublic,personallyappearedPaulT.Bruflat.whobeingtomedulysworn,acknowledgedthathesignedtheabovePowerofAttorneyastheaforesaidofficerof)ES£1’E,\SURTaT\(OMPAN’1antiacknonleclgcdsaidintrumenttobetheo1untarici,jnddeadof-idmorpolation+f\NOTARYPUBLICf——4.’%.1SOUTHDAKOTA.INotaryPublic-SouthDakota%%,‘,•.+MyCommisaict;ExpiresJune23,2021ItheundersignedofficerofWesternSuretyCompany,astockcorporationoftheStateofSouthDakota.doherebycertivthattheattachedPowerofAttorneyisinfullforceandeffectandisirrevocable,andfurthermore,thatSection7ofthebylawsoftheCompanyassetforthinthePowerofAttorneyisnowinforce.Intestimonywhereof,!havehereuntosetmyhandantIsealof’\’’stetnSuretyCompanythis—,-dayof—Apii,.2Qj-,WES:SURFVCOMPANYPaulImoflit\lcm.PieidiotTovalidatebondauthenticity,goto>Owner/ObligeeServices>ValidateBondCoverage.FormF5306-1O-2017 CITYOFRENTONPUBLICWORKSDEPARTMENT2018SewerandStormwaterTelemetryUpgrades(NoteThebidpriceshallbestatedinfiguresonly,intermsoftheunitsindicatedandastoatotalamountIntheeventoferrorsorwhereconflictoccurs,theuntpricebidshallgovern.Illegiblefigureswillinvalidatethebid)SEESECTION1-09.14OFTHESPECIALPROVISIONSFORINFORMATIONONBIDITEMS.TotalAllSchedules/ITErvIAPPROX.ITEMUNITPRICEAMOUNTNO’QUANTITYDollarsCents.DollarsCents.BidScheduleA-Sewerc’Al1Mobilization&Demobilization$It’21O$10,L,90LumpSumperLUnpSumA2ICottonwoodLiftStationTelemetryPanel$ICc,‘+Z.S$/L,,‘-4—2—S‘LumpSumperLumpSumA31EastValleyLiftStationTelemetryPanel$I2_-’O£2$j9tLumpSumperLumpSum-ticA41TWOSpareLiftStationTelemetryPanels$37,‘LS$3.LumpSumperLumpSumSubtotalScheduleA$cS+2_’10%SalesTax$‘1Z1TotalScheduleA$T2,i—tg€BidScheduleB-StormwaterBi1Mobilization&Demobilization$1’g$LumpSumperLumpSumB2IOakesdaleliftStationTelemetryPanel$L‘1s—$LumpSumperLumpSumaB3IRainierLiftStationTelemetryPanel$19tSO$LumpSumperLumpSumB41StormwaterDepartmentSparePartss‘+a4-Q$‘9—CLf0LumpSumperLumpumVSubtotalScheduleB__________________________10%SalesTax_______________________TotalScheduleB$‘Vt1‘tOpfSSProvidedtoBuildersExchangeofWA,Inc.ForusageConditionsAgreementseewww.bxwa.com-AlwaysVerifySeal CITYOF—Renton0ThisformmustbesubmittedwiththeBidProposalorasaSupplementtotheBidnolaterthan24hoursafterthetimefordeliveryoftheBidProposal.CertificationofCompliancewithWagePaymentStatutesThebidderherebycertifiesthat,withinthethree-yearperiodimmediatelyprecedingthebidsolicitationdate,thebidderisnota“willful”violator,asdefinedinRCW49.48.082,ofanyprovisionofchapters49.46,49.48,or49.52RCW,asdeterminedbyafinalandbindingcitationandnoticeofassessmentissuedbytheDepartmentofLaborandIndustriesorthroughaciviljudgmententeredbyacourtoflimitedorgeneraljurisdiction.IcertifyunderpenaltyofperjuryunderthelawsoftheStateofWashingtonthattheforegoingistrueandcorrect.tAiLtr%m2,iscrz9BusinessNameL4sftDCA-(A4PrintedNameJLC&P&$tOé-tSI-712-A-Suj2ra_TitleLtjtO1tDteCheckOne:CityLMPStateSoleProprietorshipLIPartnershipLIJointVentureUCorporationStateofIncorporation,orifnotacorporation,Statewherebusinessentitywasformed:4-5NiiJi-z*JIfaco-partnership,givefirmnameunderwhichbusinessistransacted:*Ifacorporation,proposalmustbeexecutedinthecorporatenamebythepresidentorvice-president(oranyothercorporateofficeraccompaniedbyevidenceofauthoritytosign).Ifaco-partnership,proposalmustbeexecutedbyapartner.Bidder’sProvidedtoBuildersExchangeofWA,Inc.ForusageConditionsAgreementseewww.bxwa.com-AlwaysVerifyScal BONDTOTHECITYOFRENTONBond#63621566KNOWALLMENBYTHESEPRESENTS:Thatwe,theundersignedQCCQualityControlsCorporationasprincipal,andWesternSuretyCompanycorporationorganizedandexistingunderthelawsoftheStateofSouthDakotaasasuretycorporation,andqualifiedunderthelawsoftheStateofWashingtontobecomesuretyuponbondsofcontractorswithmunicipalcorporations,assuretyarejointlyandseverallyheldandfirmlyboundtotheCityofRentoninthepenalsumof$137,626.50forthepaymentofwhichsumondemandwebindourselvesandoursuccessors,heirs,administratorsorpersonrepresentatives,asthecasemaybe.ThisobligationisenteredintoinpursuanceofthestatutesoftheStateofWashington,theOrdinanceoftheCityofRenton.Datedat______________,Washington,thisdayof_______________________Nevertheless,theconditionsoftheaboveobligationaresuchthat:WHEREAS,underandpursuanttoPublicWorksConstructionContractCAG-18-050providingforconstructionof2018SewerandStormwaterTelemetryUpgrades,theprincipalisrequiredtofurnishabondforthefaithfulperformanceofthecontract;andWHEREAS,theprincipalhasaccepted,orisabouttoaccept,thecontract,andundertaketoperformtheworkthereinprovidedforinthemannerandwithinthetimesetforth;NOW,THEREFORE,iftheprincipalshallfaithfullyperformalloftheprovisionsofsaidcontractinthemannerandwithinthetimethereinsetforth,orwithinsuchextensionsoftimeasmaybegrantedundersaidcontract,andshallpayalllaborers,mechanics,subcontractorsandmaterialmen,andallpersonswhoshallsupplysaidprincipalorsubcontractorswithprovisionsandsuppliesforthecarryingonofsaidwork,andshallholdsaidCityofRentonharmlessfromanylossordamageoccasionedtoanypersonorpropertybyreasonofanycarelessnessornegligenceonthepartofsaidprincipal,oranysubcontractorintheperformanceofsaidwork,andshallindemnifyandholdtheCityofRentonharmlessfromanydamageorexpensebyreasonoffailureofperformanceasspecifiedinthecontractorfromdefectsappearingordevelopinginthematerialorworkmanshipprovidedorperformedunderthecontractwithinaperiodofoneyearafteritsacceptancethereofbytheCityofRenton,thenandinthateventthisobligationshallbevoid;butotherwiseitshallbeandremaininfullforceandeffect.TitleQCCQualityControlsCorporationWesternSuretyCompanySignatureCameronHuntsucker,Attorney-in-Fact20SuretyPAiiIDtH&JIt4P2-bSiD&i1TitleProvidedtoBuildersExchangeofWA,Inc.ForusageConditionsAgreementseewww.bxwa.com-AlwaysVerifyScal WesternSuretyCompanyPOWEROFATTORNEY-CERTIFIEDCOPYBondNo.63621566KnowAllMenByThesePresents,thatWESTERNSURETYCOMPANY,acorporationdulyorganizedandexistingunderthelawsoftheStateofSouthDakota,andhavingitsprincipalofficeinSiouxFalls,SouthDakota(the“Company”),doesbythesepresentsmake,constituteandappointCameronHuntsuckeritstrueandlawfulattorney(s)-in-fact,withfullpowerandauthorityherebyconferred,toexecute,acknowledgeanddeliverforandonitsbehalfasSurety,bondsfor:Principal:QccQualityControlsCorporationObligee:CityofRentonAmount:$1,000,000.00andtobindtheCompanytherebyasfullyandtothesameextentasifsuchbondsweresignedbytheVicePresident,sealedwiththecorporatesealoftheCompanyanddulyattestedbyitsSecretary,herebyratifyingandconfirmingallthatthesaidattorney(s)-in-factmaydowithintheabovestatedlimitations.SaidappointmentismadeunderandbyauthorityofthefollowingbylawofWesternSuretyCompanywhichremainsinfullforceandeffect.“Section7.Allbonds,policies,undertakings,PowersofAttorneyorotherobligationsofthecorporationshallbeexecutedinthecorporatenameoftheCompanybythePresident,Secretary,anyAssistantSecretary,Treasurer,oranyVicePresidentorbysuchotherofficersastheBoardofDirectorsmayauthorize.ThePresident,anyVicePresident,Secretary,anyAssistantSecretary,ortheTreasurermayappointAttorneysinFactoragentswhoshallhaveauthoritytoissuebonds,policies,orundertakingsinthenameoftheCompany.Thecorporatesealisnotnecessaryforthevalidityofanybonds,policies,undertakings,PowersofAttorneyorotherobligationsofthecorporation.Thesignatureofanysuchofficerandthecorporatesealmaybeprintedbyfacsimile.”IfBondNo.63621566isnotissuedonorbeforemidnightofAugust15th,2018,allauthorityconferredinthisPowerofAttorneyshallexpireandterminate.InWitnessWhereof,WesternSuretyCompanyhascausedthesepresentstobesignedbyitsVicePresident,PaulT.Bruflat,anditscorporateealtobeaffixedthis23rddayofApril,2018WESSURYCOMPANYcWPaulTruflatVicePresidentS.ThTEOFSQUTRDAKOTAssCOUNTYOFMINNEHAHA3Oniii2fddayofApril,intheyear2018,beforeme,anotarypublic,personallyappearedPaulT.Bruflat,whobeingtomedulysworn,acknowledgedthathesignedtheabovePowerofAttorneyastheaforesaidofficerofWESTERNSURETYCOMPANYandacknowledgedsaidinstrumenttobethevoluntaryactanddeedofsaidcorporation.+SSJ.MOHRNotaryPublic-SouthDakota+MyCommissionExpiresJune23,2021ItheundersignedofficerofWesternSuretyCompany,astockcorporationoftheStateofSouthDakota,doherebycertifythattheattachedPowerofAttorneyisinfullforceandeffectandisirrevocable,andfurthermore,thatSection7ofthebylawsoftheCompanyassetforthinthePowerofAttorneyisnowinforce.Intestimonywhereof,IhavehereuntosetmyhandandsealofWesternSuretyCompanythis23rddayofApril,2018WESSURYCOMPANYPaulTruflatVicePresidentTovalidatebondauthenticity,goto>Owner/ObligeeServices>ValidateBondCoverage.FormF5306-1O-2017 Y 0fi I? " a hF N 60 AGREEMENT CONTRACT NO. CAG-18-050 THIS AGREEMENT, made and entered into this day of �� Lt� , 2018 by and between the CITY OF RENTON, Washington, a municipal corporation of the State of Washingto , hereinafter referred to as "City" and [Enter Contractor name], hereinafter referred to as"Contractor." Now,therefore the parties agree as follows: 1. Agreement. This agreement incorporates the following documents as if fully set forth herein: the 2016 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations ("Standard Specifications"); the City's Contract Bid Documents for the Project, including but not limited to Addenda, Proposal Form, Special Provisions, Contract Plans, and Amendments to the Standard Specifications; Contractor's Proposal and all documents submitted therewith in response to the City's Call for Bids Documents; and any additional documents referenced as comprising the Contract and Contract Documents in Section 1-04.2 of the Standard Specifications, as revised by the Amendments and Special Provisions included with the City's Call for Bids and Contract Documents. 2. Project. Contractor shall complete all work and furnish all labor, tools, materials, and equipment for the project entitled 2018 Sewer and Stormwater Telemetry Upgrades,WWP-27-03993&SWP-27-03993, including all changes to the Work and force account work, in accordance with the Contract Documents, as described in Section 1-04.2 of the Special Provisions. 3. Payments. City shall pay Contractor at the unit and lump sum prices, and by force account as specified in the Proposal according to the Contract Documents as to time, manner, and condition of payment in a contract amount not to exceed $137,626.50, unless modified by an approved change order or addendum. The payments to Contractor include the costs for all labor,tools, materials and equipment for the Work. 4. Completion Date. Contract time shall commence upon City's Notice to Proceed to Contractor. The Work under this Agreement shall be completed within the time specified in the Contract Bid Documents. If the Physical Work under this Agreement is not completed within the time specified, Contractor shall pay liquidated damages and all engineering inspection and supervision costs to City as specified in the Contract Bid Documents. 5. Attorney's Fees. In the event litigation is commenced to enforce this Agreement, the prevailing party shall be entitled to recover its costs, including reasonable attorney's and expert witness fees. 6. Disclaimer. No liability of Contractor shall attach to City by reason of entering into this Agreement, except as expressly provided in this Agreement. 7. Counterparts. This Agreement is executed in two (2) identical counterparts, by the parties, each of which shall for all purposes be deemed an original. IN WITNESS WHEREOF,the City has caused these presents to be signed by its Mayor and attested by its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above-written. CONTRACTOR: CITY OF RENTON: )i11/14;.3- res nt/Partner/Owner Denis L , Mayor ATTEST ,•�y of R Secretary 1 n Seth, Cit C ri* z SEAL 4110 44 4.z FIRM INFORMATION '�,,°'4ATED 5 •C's \\`‘ d/b/a QCC Quality Controls Corporation CHECK ONE: El Limited Liability Company El Partnership ® Corporation STATE OF INCORPORATION: Washington CONTRACTOR CONTACT INFORMATION: CITY CONTACT INFORMATION: QCC Quality Controls Corporation City of Renton 5015 208th St SW,Suite 1B 1055 South Grady Way Lynwood, WA 98036 Renton,WA 98057 425-778-8280 425-430-7206 DavidC@QCCHome.com mbenoit@rentonwa.gov Attention: If business is a CORPORATION,the name of the corporation should be listed in full and both the President and Secretary must sign the contract. OR, if one signature is permitted by corporation by-laws, a copy of the by-laws shall be furnished to the City and made a part of the contract document. If the business is a PARTNERSHIP, the full name of each partner should be listed followed by d/b/a (doing business as) and firm or trade name. Any one partner may sign the contract. If the business is a limited Liability Company,an authorized managing member or manager must sign followed by his/her title. 2018 Sewer and Stormwater Telemetry Upgrades •r Contract Template Updated 12/29/2017 CERTIFICATE HOLDER ©1988-2010 ACORD CORPORATION.All rights reserved.ACORD 25 (2010/05) AUTHORIZED REPRESENTATIVE CANCELLATION DATE (MM/DD/YYYY)CERTIFICATE OF LIABILITY INSURANCE LOCJECT PRO-POLICY GEN'L AGGREGATE LIMIT APPLIES PER: OCCURCLAIMS-MADE COMMERCIAL GENERAL LIABILITY GENERAL LIABILITY PREMISES (Ea occurrence)$DAMAGE TO RENTED EACH OCCURRENCE $ MED EXP (Any one person)$ PERSONAL &ADV INJURY $ GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ $RETENTIONDED CLAIMS-MADE OCCUR $ AGGREGATE $ EACH OCCURRENCE $UMBRELLA LIAB EXCESS LIAB DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) INSR LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFF(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)LIMITS WC STATU- TORY LIMITS OTH- ER E.L.EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT $ $ $ ANY PROPRIETOR/PARTNER/EXECUTIVE If yes,describe under DESCRIPTION OF OPERATIONS below (Mandatory in NH) OFFICER/MEMBER EXCLUDED? WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED HIRED AUTOS NON-OWNED AUTOS AUTOS AUTOS COMBINED SINGLE LIMIT BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE $ $ $ $ THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, 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. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL WVD SUBR N / A $ $ (Ea accident) (Per accident) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). The ACORD name and logo are registered marks of ACORD COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: INSURED PHONE (A/C, No, Ext): PRODUCER ADDRESS: E-MAIL FAX (A/C, No): CONTACT NAME: NAIC # INSURER A : INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : INSURER(S)AFFORDING COVERAGE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INS025 (201005).01 4/24/2018 PLC Insurance, LLC 4211 Alderwood Mall Blvd, #210 Lynnwood WA 98036 Dawn Stephens (425)712-3664 (425)712-3786 dawn@plcins.com QCC Quality Controls Corporation QCC Acquisition Corporation 5015 208th St SW Lynnwood WA 98036 Mutual of Enumclaw Insurance 14761 Underwriters @ Lloyds of London 18/19 A X X X CPP0015648 4/1/2018 4/1/2019 1,000,000 300,000 10,000 1,000,000 2,000,000 2,000,000 A X X X Comp Ded $500 X X Coll Ded $500 CPP0015648 4/1/2018 4/1/2019 1,000,000 A X X X 0 UMC0003381 4/1/2018 4/1/2019 1,000,000 1,000,000 A CPP0015648 4/1/2018 4/1/2019 WASHINGTON STOP GAP 1,000,000 1,000,000 2,000,000 B Professional Liability 0002012038/017 4/1/2018 4/1/2019 Each Claim Limit 1,000,000 Claims Made Retro Date 3/4/2011 Aggregate Limit 1,000,000 City of Renton, and its officers, officials, agents, employees and volunteers are included as Additional Insured as respects the operations of the named insured when required by written contract for General Liability per attached CG2010 0413, Primary & Non-Contributory applies per attached CG2001 0413, Waiver of Subrogation applies per attached CG2404 0509, Auto Liability applies per attached EA9911 1113 (Primary & Non-Contributory and Waiver of Suborgation applies) and Excess Liability is following form. Dan Rucker/DAWN City of Renton 1055 South Grady Way Renton, WA 98057 POLICY NUMBER: COMMERCIAL GENERAL LIABILITY CG 24 04 05 09 CG 24 04 05 09 © Insurance Services Office, Inc., 2008 Page 1 of 1 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Person Or Organization: Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV – Conditions: We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or "your work" done under a contract with that person or organization and included in the "products- completed operations hazard". This waiver applies only to the person or organization shown in the Schedule above. All terms and conditions of this policy apply unless modified by this endorsement. PREVAILING MINIMUM HOURLY WAGE RATES 24A_State Prevailing Wages Reference\ WASHINGTON STATE PREVAILING WAGE RATES FOR PUBLIC WORKS CONTRACTS REFERENCE The State of Washington Prevailing Wage Rates applicable for this public works contract, which is located in _King_ County, may be found at the following website address of the Department of Labor and Industries: https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx . Check with the Department of Labor and Industries for any questions regarding Prevailing Wage Rates, and for a copy of all trade classifications. Based on the bid submittal deadline for this project, the applicable effective date for prevailing wages for this project is _April 10, 2018_. A copy of the applicable prevailing wages rates is also available for viewing at the office of the Owner, located at _Renton City Hall, 1055 South Grady Way, Renton, Washington. Upon request, the Owner will mail a hard copy of the applicable prevailing wage rates for this project. The State of Washington “Statement of Intent to Pay Prevailing Wages – Public Works Contract” may be found at the following website http://lni.wa.gov/FormPub/Detail.asp?DocID=1918 . The State of Washington “Affidavit of Wages Paid – Public Works Contract and Instructions” may be found at the following website http://lni.wa.gov/FormPub/Detail.asp?DocID=1909 . SPECIAL PROVISIONS 1 SPECIAL PROVISIONS .............................................................................................................. 5 1-01 DEFINITIONS AND TERMS ............................................................................................. 5 1-01.1 General ............................................................................................................................... 5 1-01.3 Definitions ......................................................................................................................... 5 1-02 BID PROCEDURES AND CONDITIONS ....................................................................... 8 1-02.1 Prequalification of bidders .............................................................................................. 8 1-02.2 Plans and Specifications .................................................................................................. 8 1-02.5 Proposal Forms ................................................................................................................. 8 1-02.6 Preparation of Proposal ................................................................................................... 9 1-02.6(1) Proprietary Information ............................................................................................. 9 1-02.7 Bid Deposit ........................................................................................................................ 9 1-02.9 Delivery of Proposal ....................................................................................................... 10 1-02.12 Public Opening of Proposals ....................................................................................... 10 1-02.13 Irregular Proposals ...................................................................................................... 10 1-02.14 Disqualification of Bidders .......................................................................................... 10 1-02.15 Pre Award Information ................................................................................................. 11 1-03 AWARD AND EXECUTION OF CONTRACT .............................................................. 11 1-03.1 Consideration of bids ...................................................................................................... 11 1-03.2 Award of Contract ........................................................................................................... 11 1-03.3 Execution of Contract ..................................................................................................... 11 1-03.4 Contract Bond ................................................................................................................ 12 1-03.7 Judicial Review ............................................................................................................... 12 1-04 SCOPE OF WORK ........................................................................................................... 13 1-04.2 Coordination of Contract Documents… ...................................................................... 13 1-04.3 Contractor-Discovered Discrepancies .......................................................................... 13 1-04.4 Changes ........................................................................................................................... 13 1-04.8 Progress Estimates and Payments ................................................................................ 14 1-04.11 Final Cleanup ................................................................................................................ 14 1-05 CONTROL OF WORK .................................................................................................... 14 1-05.4 Conformity With and Deviation from Plans and Stakes ............................................ 14 1-05.4(3) Contractor Supplied Surveying ................................................................................ 15 1-05.4(4) Contractor Provided As-Built Information ............................................................. 15 1-05.7 Removal of Defective and Unauthorized Work ........................................................... 16 1-05.10 Guarantees .................................................................................................................... 17 2 1-05.11 Final Inspection ............................................................................................................ 17 1-05.11(1) Substantial Completion Date .................................................................................. 17 1-05.11(2) Final Inspection and Physical Completion Date ................................................... 18 1-05.11(3) Operational Testing ................................................................................................. 18 1-05.12 Final Acceptance........................................................................................................... 19 1-05.13 Superintendents, Labor and Equipment of Contractor ........................................... 19 1-05.14 Cooperation with Other Contractors ......................................................................... 19 1-05.16 Water and Power .......................................................................................................... 19 1-05.17 Oral Agreements ........................................................................................................... 20 1-05.18 Contractor's Daily Diary ............................................................................................. 20 1-06 CONTROL OF MATERIAL ............................................................................................ 21 1-06.1 Approval of Materials Prior to Use ............................................................................... 21 1-06.2(1) Samples and Tests for Acceptance ............................................................................ 21 1-06.2(2) Statistical Evaluation of Materials for Acceptance ................................................. 21 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ....................... 21 1-07.1 Laws to be Observed ...................................................................................................... 21 1-07.2 State Sales Tax ................................................................................................................ 22 1-07.2(1) General ....................................................................................................................... 22 1-07.2(2) State Sales Tax – Rule 171 ......................................................................................... 22 1-07.2(3) State Sales Tax – Rule 170 ......................................................................................... 23 1-07.2(4) Services ....................................................................................................................... 23 1-07.6 Permits and Licenses...................................................................................................... 23 1-07.9 Wages ............................................................................................................................... 24 1-07.9(5) Required Documents ................................................................................................. 24 1-07.11 Requirements for Non-Discrimination ....................................................................... 24 1-07.11(11) City of Renton Affidavit of Compliance ............................................................... 24 1-07.12 Federal Agency Inspection .......................................................................................... 24 1-07.13 Contractor’s Responsibility for Work ........................................................................ 25 1-07.13(1) General ..................................................................................................................... 25 1-07.15 Temporary Water Pollution/Erosion Control ............................................................ 25 1-07.16 Protection and Restoration of Property ..................................................................... 27 1-07.16(1) Private/Public Property .......................................................................................... 27 1-07.17 Utilities and Similar Facilities ..................................................................................... 28 1-07.17(1) Site Specific Potholing ............................................................................................. 29 1-07.17(3) Interruption of Services .......................................................................................... 30 3 1-07.17(4) Resolution of Utility Conflicts .................................................................................. 30 1-07.18 Public Liability and Property Damage Insurance ..................................................... 30 1-07.18(1) General ..................................................................................................................... 30 1-07.18(2) Coverages ................................................................................................................. 31 1-07.18(3) Limits ........................................................................................................................ 32 1-07.18(4) Evidence of Insurance: ............................................................................................ 33 1-07.22 Use of Explosives .......................................................................................................... 33 1-07.23 Public Convenience and Safety ................................................................................... 34 1-07.23(1) Construction Under Traffic .................................................................................... 34 1-07.23(2) Construction and Maintenance of Detours ........................................................... 35 1-07.24 Rights of Way ................................................................................................................ 35 1-07.28 Confined Space Entry .................................................................................................. 36 1-08 PROSECUTION AND PROGRESS................................................................................ 37 1-08.0 Preliminary Matters ....................................................................................................... 37 1-08.0(1) Preconstruction Conference ..................................................................................... 37 1-08.0(2) Hours of Work ........................................................................................................... 38 1-08.0(3) Reimbursement for Overtime Work of Contracting Agency Employees ............. 39 1-08.1 Subcontracting ............................................................................................................... 39 1-08.2 Assignment ...................................................................................................................... 39 1-08.3 Progress Schedule ........................................................................................................... 39 1-08.4 Notice to Proceed and Prosecution of the Work .......................................................... 40 1-08.5 Time For Completion ..................................................................................................... 41 1-08.6 Suspension of Work ........................................................................................................ 42 1-08.7 Maintenance During Suspension .................................................................................. 42 1-08.9 Liquidated Damages ...................................................................................................... 42 1-08.11 Contractor's Plant and Equipment ............................................................................. 43 1-08.12 Attention to Work ......................................................................................................... 43 1-09 MEASUREMENT AND PAYMENT ............................................................................... 43 1-09.1 Measurement of Quantities ........................................................................................... 43 1-09.3 Scope of Payment ........................................................................................................... 44 1-09.6 Force Account ................................................................................................................. 45 1-09.7 Mobilization .................................................................................................................... 45 1-09.9 Payments ......................................................................................................................... 45 1-09.9(1) Retainage .................................................................................................................... 46 1-09.9(2) Contracting Agency’s Right to Withhold and Disburse Certain Amounts ........... 46 4 1-09.9(3) Final Payment ............................................................................................................ 47 1-09.11 Disputes and Claims ...................................................................................................... 48 1-09.11(2) Claims ....................................................................................................................... 48 1-09.11(3) Time Limitations and Jurisdiction ......................................................................... 48 1-09.13 Claims and Resolutions ................................................................................................. 49 1-09.13(3) Claims $250,000 or Less .......................................................................................... 49 1-09.13(3)A Administration of Arbitration .............................................................................. 49 1-09.13(3)B Procedures to Pursue Arbitration ....................................................................... 49 1-09.14 Payment Schedule ........................................................................................................ 49 1-09.14(1) Scope ......................................................................................................................... 49 1-09.14(2) Bid Items .................................................................................................................. 50 03/07/2018 5 SPECIAL PROVISIONS The work on this project shall be accomplished in accordance with the Standard Specifications for Road, Bridge and Municipal Construction, 2016 edition, as issued by the Washington State Department of Transportation (WSDOT) and the American Public Works Association (APWA), Washington State Chapter (hereafter “Standard Specifications”). The Standard Specifications, as modified or supplemented by the Amendments to the Standard Specifications and these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work. These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, which may have project-specific fill-ins; and project-specific Special Provisions. Each Provision either supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply. Also incorporated into the Contract Documents by reference are:  Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted edition, with Washington State modifications, if any  Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current edition  City of Renton Standard Details, City of Renton Public Works Department, Current Edition  Public Rights-Of-Way Accessibility Guidelines (PROWAG), current edition Contractor shall obtain copies of these publications, at Contractor’s own expense. 1-01 DEFINITIONS AND TERMS 1-01.1 General Section 1-01.1 is supplemented with: (******) Whenever reference is made to the State, State of Washington, Commission, Department of Transportation, Secretary of Transportation, Owner, Contracting Agency or Engineer, such reference shall be deemed to mean the City of Renton acting through its City Council, employees, and duly authorized representatives for all contracts administered by the City of Renton. All references to “State Materials Laboratory” shall be revised to read “Contracting Agency designated location”. 1-01.3 Definitions Section 1-01.3 is revised and supplemented by the following: (******) Act of God "Act of God" means an earthquake, flood, cyclone, or other cataclysmic phenomenon of nature. A rain, windstorm, high water or other natural phenomenon of unusual intensity for the specific locality of the Work, which might reasonably have been anticipated from historical records of the general locality of the Work, shall not be construed as an act of God. Consulting Engineer The Contracting Agency's design consultant, who may or may not administer the construction program for the Contracting Agency. Contract Documents See definition for “Contract”. 03/07/2018 6 Contract Price Either the unit price, the unit prices, or lump sum price or prices named in the proposal, or in properly executed change orders. Contract Time The period of time established by the terms and conditions of the Contract within which the Work must be physically completed. Dates Bid Opening Date: The date on which the Contracting Agency publicly opens and reads the bids. Award Date: The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive Bidder for the Work. Contract Execution Date: The date the Contracting Agency officially binds the agency to the Contract. Notice to Proceed Date: The date stated in the Notice to Proceed on which the Contract Time begins. Substantial Completion Date: The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, and only minor incidental Work, replacement of temporary substitute facilities, or correction or repair remains for the physical completion of the total contract. Contract Completion Date: The date by which the Work is contractually required to be physically completed. The Contract Completion Date will be stated in the Notice to Proceed. Revisions of this date will be authorized in writing by the Engineer whenever there is an extension to the Contract time. Completion Date: The day all the Work specified in the Contract is completed and all the obligations of the Contractor under the Contract are fulfilled by the Contractor. Final Acceptance Date: The date the Contracting Agency accepts the Work as complete per the Contract requirements. Day Unless otherwise designated, day(s) as used in the Contract Documents, shall be understood to mean working days. Engineer The City Engineer or duly authorized representative, or an authorized member of a licensed consulting firm retained by the Owner for the construction engineering of a specific public works project. Inspector The Owner’s authorized representative assigned to make necessary observations of the Work performed or being performed, or of materials furnished or being furnished by the Contractor. Notice of Award: The written notice from the Contracting Agency to the successful bidder signifying the Contracting Agency’s acceptance of the bid. Notice to Proceed: The written notice from the Contracting Agency or the Engineer to the Contractor authorizing and directing the Contractor to proceed with Work and establishing the date on which the Contract time begins. 03/07/2018 7 Or Equal Where the term "or equal" is used herein, the Contracting Agency, or the Contracting Agency on recommendation of the Engineer, shall be the sole judge of the quality and suitability of the proposed substitution. The responsibility and cost of furnishing necessary evidence, demonstrations, or other information required to obtain the approval of alternative materials or processes by the Owner shall be entirely borne by the Contractor. Owner The City of Renton or its authorized representative also referred to as Contracting Agency. Performance and Payment Bond Same as “Contract Bond” defined in the Standard Specifications. Plans The Contract Plans and/or Standard Plans which show location, character, and dimensions of prescribed Work including layouts, profiles, cross-sections, and other details. Drawings may either be bound in the same book as the balance of the Contract Documents or bound in separate sets, and are a part of the Contract Documents, regardless of the method of binding. The terms "Standard Drawings" or "Standard Details" generally used in Specifications refers to drawings bound either with the specification documents or included with the Plans or the City of Renton Standard Plans. Points Wherever reference is made to the Engineer’s points, this shall mean all marks, bench marks, reference points, stakes, hubs, tack, etc., established by the Engineer for maintaining horizontal and vertical control of the Work. Provide Means “furnish and install” as specified and shown in the Plans. Secretary, Secretary of Transportation The chief executive officer of the Department and other authorized representatives. The chief executive officer to the Department shall also refer to the Department of Public Works Administrator. Shop Drawings Same as “Working Drawings” defined in the Standard Specifications. Special Provisions Modifications to the Standard Specifications and their amendments that apply to an individual project. The special provisions may describe Work the Specifications do not cover. Such Work shall comply first with the Special Provisions and then with any Specifications that apply. The Contractor shall include all costs of doing this Work within the bid prices. State The state of Washington acting through its representatives. The State shall also refer to The City of Renton and its authorized representatives where applicable. Supplemental Drawings and Instructions Additional instructions by the Engineer at request of the Contractor by means of drawings or documents necessary, in the opinion of the Engineer, for the proper execution of the Work. Such drawings and instructions are consistent with the Contract Documents. Traffic Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. Utility Public or private fixed improvement for the transportation of fluids, gases, power, signals, or 03/07/2018 8 communications and shall be understood to include tracks, overhead and underground wires, cables, pipelines, conduits, ducts, sewers, or storm drains. 1-02 BID PROCEDURES AND CONDITIONS 1-02.1 Prequalification of Bidders Delete this Section and replace it with the following: (******) Bidders shall be qualified by experience, financing, equipment, and organization to do the Work called for in the Contract Documents. The Contracting Agency reserves the right to take whatever action it deems necessary to ascertain the ability of the bidder to perform the Work satisfactorily. 1-02.2 Plans and Specifications Delete this Section and replace it with the following: (******) Information as to where Bid Documents can be obtained or reviewed will be found in the Call for Bids (Advertisement for Bids) for the Work. After award of the Contract, Plans and Specifications will be issued to the Contractor at no cost as detailed below: To Prime Contractor No. of Sets Basis of Distribution Reduced Plans (11” x 17”) and contract provisions 4 Furnished automatically upon award Large Plans (22” x 34”) 4 Furnished only upon request Additional Plans and Contract Provisions may be purchased by the Contractor by payment of the cost stated in the Call for Bids. 1-02.4(2) Subsurface Information Section 1-02.4(2) is supplemented with the following: (******) If a geotechnical study was prepared for the project, then the findings and recommendations are summarized in a report provided in the contract documents. 1-02.5 Proposal Forms Delete this Section and replace it with the following: (******) At the request of the bidder, the Contracting Agency will provide a proposal form for any project on which the bidder is eligible to bid. The proposal form will identify the project and its location and describe the Work. It will also list estimated quantities, units of measurement, the items of Work, and the materials to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit bid prices; extensions; summations; the total bid amount; signatures; date; and, where applicable, retail sales taxes and acknowledgement of addenda; the bidder’s name, address, telephone number, and signature; and a State of Washington Contractor’s Registration Number. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink. The required certifications are included as part of the proposal form. The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the proposal forms unless otherwise specified. 03/07/2018 9 Any correction to a bid made by interlineations, alteration, or erasure, shall be initialed by the signer of the bid. The bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president (Or other corporate officer accompanied by evidence of authority to sign). A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any D/M/WBE requirements are to be satisfied through such an agreement. A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any D/W/MBE requirements are to be satisfied through such an agreement. 1-02.6 Preparation of Proposal Section 1-02.6 is supplemented with: Supplement the second paragraph with the following: (******) 4. If a minimum bid amount has been established for any item, the unit or lump sum price must equal or exceed the minimum amount stated. 5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid. Delete the last paragraph, and replace it with the following: The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign). A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any D/M/WBE requirements are to be satisfied through such an agreement. A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any D/W/MBE requirements are to be satisfied through such an agreement. 1-02.6(1) Proprietary Information 1-02.6(1) is a new Section. (******) Vendors should, in the bid proposal, identify clearly any material(s), which constitute "(valuable) formula, designs drawings, and research data" so as to be exempt from public disclosure, RCW 42.17.310, or any materials otherwise claimed to be exempt, along with a Statement of the basis for such claim of exemption. The Department (or State) will give notice to the vendor of any request for disclosure of such information received within 5 (five) years from the date of submission. Failure to so label such materials or failure to timely respond after notice of request for public disclosure has been given shall be deemed a waiver by the submitting vendor of any claim that such materials are, in fact, so exempt. 1-02.7 Bid Deposit Section 1-02.7 is supplemented with the following: (******) Bid Bonds shall contain the following: 1. Number assigned to the project by the Contracting Agency; 2. Name of the project; 03/07/2018 10 3. The Contracting Agency named as obligee; 4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded; 5. Signature of the bidder’s officer empowered to sign official statements. The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany said signature; 6. The signature of the surety’s officer empowered to sign the bond form included in the Contract Provision. 1-02.9 Delivery of Proposal Revise the first paragraph to read: (******) Each proposal shall be submitted in a sealed envelope, with Project Name and Project Number clearly marked on the outside of the envelope as stated in the Advertisement for Bids,. or as otherwise stated in the Bid Documents. 1-02.12 Public Opening of Proposals Section 1-02.12 is supplemented with the following: (******) The Contracting Agency reserves the right to postpone the date and time for bid opening. Notification to bidder will be by addenda. 1-02.13 Irregular Proposals Revise item I to read: (******) 1. A proposal will be considered irregular and will be rejected if: a. The bidder is not prequalified when so required; b. The authorized proposal form furnished by the Contracting Agency is not used or is altered; c. The complete proposal form contains any unauthorized additions, deletions, alternate bids, or conditions; d. The bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; e. A price per unit cannot be determined from the bid proposal; f. The proposal form is not properly executed; g. The bidder fails to submit or properly complete a subcontractor list, if applicable, as required in Section 1-2.6 h. The bidder fails to submit or properly complete a Disadvantaged, Minority or Women’s Business Enterprise Certification, if applicable, as required in Section 1- 02.6; or i. The bid proposal does not constitute a definite and unqualified offer to meet the material terms of the bid invitation. j. More than one proposal is submitted for the same project from a Bidder under the same or different names. 1-02.14 Disqualification of Bidders Revise this section to read: (******) 1. A bidder will be deemed not responsible and the proposal rejected if the bidder does not meet the responsibility criteria in RCW 39.04. 2. A bidder may be deemed not responsible and the proposal rejected if: a. More than one proposal is submitted for the same project from a bidder under the same or different names; b. Evidence of collusion exists with any other bidder or potential bidder. Participants in collusion will be restricted from submitting further bids; 03/07/2018 11 c. The bidder, in the opinion of the Contracting Agency, is not qualified for the Work or to the full extent of the bid, or to the extent that the bid exceeds the authorized prequalification amount as may have been determined by a prequalification of the bidder; d. An unsatisfactory performance record exists based on past or current Contracting Agency Work or for Work done for others, as judged from the standpoint of conduct of the Work; workmanship; progress; affirmative action; equal employment opportunity practices; or Disadvantaged Enterprise, Minority Enterprise, or Women’s Business Enterprise utilization. e. There is uncompleted Work (Contracting Agency or otherwise) which might hinder or prevent the prompt completion of the Work bid upon; f. The bidder failed to settle bills for labor or materials on past or current contracts; g. The bidder has failed to complete a written public contract or has been convicted of a crime arising from a previous public contract; h. The bidder is unable, financially or otherwise, to perform the Work; i. A bidder is not authorized to do business in the State of Washington (not registered in accordance with RCW 18.27) j. The bidderdoes not meet the supplemental qualifications criteria as stated in Section 1- 02.1(1). k. There are any other reasons deemed proper by the Contracting Agency. 1-02.15 Pre Award Information Revise this section to read: (******) Before awarding any contract, the Contracting Agency may require one or more of these items or actions of: 1. A complete statement of the origin, composition, and manufacture of any or all materials to be used; 2. Samples of these materials for quality and fitness tests; 3. A progress schedule (in a form the Contracting Agency requires) showing the order of time required for the various phases of Work; 4. A breakdown of costs assigned to any bid item; 5. Attending at a conference with the Engineer or representatives of the Engineer; 6. Obtain, and furnish a copy of, a business license to do business in the city and/or county where the Work is located; 7. A copy of State of Washington Contractor’s Registration; or 8. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. 1-03 AWARD AND EXECUTION OF CONTRACT 1-03.1 Consideration of bids Section 1-03.1 is supplemented with the following: (******) 1-03.2 Award of Contract Section 1-03.2 is supplemented with the following: (******) The Contract, bond form, and all other forms requiring execution, together with a list of all other forms or documents required to be submitted by the successful bidder, will be forwarded to the successful bidder within 10 days of the award. The number of copies to be executed by the Contractor shall be determined by the Contracting Agency. 1-03.3 Execution of Contract Section 1-03.3 is revised and supplemented as follows: (******) Within 10 calendar days after receipt from the City of the forms and documents required to be 03/07/2018 12 completed by the Contractor, the successful bidder shall return the signed Contracting Agency- prepared contract, an insurance certification as required by Section 1-07.18, and a satisfactory bond as required by law and Section 1-03.4. Before execution of the Contract by the Contracting Agency, the successful bidder shall provide any pre-award information the Contracting Agency may require under Section 1-02.15. Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any Work begin within the project limits or within Contracting Agency-furnished sites. The Contractor shall bear all risks for any Work begun outside such areas and for any materials ordered before the Contract is executed by the Contracting Agency. If the bidder experiences circumstances beyond their control that prevents return of the Contract documents within 10 calendar days after the award date, the Contracting Agency may grant up to a maximum of 10 additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. The Contracting Agency is prohibited by RCW 39.06.010 from executing a contract with a Contractor who is not registered or licensed as required by the laws of the state. In addition, the Contracting Agency requires persons doing business with the Contracting Agency to possess a valid City of Renton business license prior to award. When the Bid Form provides spaces for a business license number, a Washington State Contractors registration number, or both the Bidder shall insert such information in the spaces provided. The Contracting Agency requires legible copies of the Contractor's Registration and business license be submitted to the Engineer as part of the Contracting Agency's post-award information and evaluation activities. 1-03.4 Contract Bond Revise the first paragraph to read: (******) The successful bidder shall provide an executed contract bond for the full contract amount. This contract bond shall: 1. Be on the Contracting Agency-furnished form; 2. Be signed by an approved surety (or sureties) that: a. Is registered with the Washington State Insurance Commissioner, and b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner; 3. Be conditioned upon the faithful performance of the Contract by the Contractor within the prescribed time; 4. Guarantee that the surety shall indemnify, defend, and protect the Contracting Agency against any claim of direct or indirect loss resulting from the failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform the Contract, or b. Of the Contractor (subcontractors, or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tie subcontractors, material person, or any other person who provides supplies or provisions for carrying out Work; 5. Be accompanied by a power of attorney for the Surety’s officer empowered to sign the bond; and 6. Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor or partner). If the Contractor is a corporation, the bond must be signed by the president or vice-president, unless accompanied by a written proof of the authority of the individual signing the bond to bind the corporation (i.e., corporate resolution, power of attorney or a letter to such effect by the president or vice-president). 1-03.7 Judicial Review Revise the last sentence to read: 03/07/2018 13 The venue of all causes of action arising from the advertisement, award, execution, and performance of the Contract shall be in the Superior Court of the County where the Contracting Agency’s headquarters are located. 1-04 SCOPE OF WORK 1-04.2 Coordination of Contract Documents, Plans, Special Provisions Specifications, and Addenda Revise the second paragraph to read: (******) Any inconsistency in the parts of the Contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Addenda 2. Proposal Form 3. Technical Specifications 4. Special Provisions 5. Contract Plans 6. Contracting Agency’s Standard Plans (if any) 7. Amendments to the Standard Specifications 8. WSDOT/APWA Standard Specifications for Road, Bridge and Municipal Construction 9. WSDOT/APWA Standard Plans for Road, Bridge and Municipal Construction 1-04.3 Contractor-Discovered Discrepancies Section 1-04.3 is a new section: (******) Upon receipt of award of contract, the Contractor shall carefully study and compare all the components of the Contract Documents and other instructions, and check and verify all field measurements. The Contractor shall, prior to ordering material or performing Work, report in writing to the Engineer any error, inconsistency, or omission in respect to design or mode of construction, which is discovered. If the Contractor, in the course of this study or in the accomplishment of the Work, finds any discrepancy between the Plans and the physical condition of the locality as represented in the Plans, or any such errors or omissions in respect to design or mode of construction in the Plans or in the layout as given by points and instructions, it shall be the Contractor’s duty to inform the Engineer immediately in writing, and the Engineer will promptly check the same. Any Work done after such discovery, until correction of Plans or authorization of extra Work is given, if the Engineer finds that extra Work is involved, will be done at the Contractor's risk. If extra Work is involved, the procedure shall be as provided in Section 1-04.4 of the Standard Specifications. 1-04.4 Changes The last two paragraphs are replaced with the following: (******) Renton does not have a formal policy or guidelines on cost reduction alternatives, but will evaluate such proposals by the Contractor on a case-by-case basis. 1-04.4(1) Minor Changes Section 1-04.4(1) is supplemented as follows: (******) Payments and credits will be determined in accordance with Section 1-09.4 of the Standard Specifications. For the purpose of providing a common proposal for all bidders, the Contracting Agency may have entered an amount for “Minor Change” in the Proposal to become a part of the total bid by the Contractor. 03/07/2018 14 1-04.8 Progress Estimates and Payments Section 1-04.8 is supplemented as follows: (******) The Contractor is encouraged to provide to the Engineer prior to progress payments an estimate of “Lump Sum” Work accomplished to date. The Engineer's calculations and decisions shall be final in regard to the actual percentage of any lump sum pay item accomplished and eligible for payment unless another specific method of calculating lump sum payments is provided elsewhere in the Specifications. 1-04.11 Final Cleanup Section 1-04.11 is supplemented as follows: (******) All salvage material as noted on the Plans and taken from any of the discarded facilities shall, at the Engineer's discretion, be carefully salvaged and delivered to the City shops. Any cost incurred in salvaging and delivering such items shall be considered incidental to the project and no compensation will be made. The Contract price for "Finish and Cleanup, Lump Sum," shall be full compensation for all Work, equipment and materials required to perform final cleanup. If this pay item does not appear in the Contract Documents then final cleanup shall be considered incidental to the Contract and to other pay item and no further compensation shall be made. 1-05 CONTROL OF WORK 1-05.4 Conformity With and Deviation from Plans and Stakes Section 1-05.4 is supplemented with the following: (******) If the project calls for the Contractor supplied surveying, the Contractor shall provide all required survey Work, including such Work as mentioned in Sections 1-05, 1-11 and elsewhere in these Specifications as being provided by the Engineer. All costs for this survey Work shall be included in "Contractor Supplied Surveying," per lump sum. The Engineer or the Contractor supplied surveyor will provide construction stakes and marks establishing lines, slopes, and grades as stipulated in Sections 1-05.4 and will perform such Work per Section 1-11. The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes measured from the Engineer or the Contractor supplied surveyor furnished stakes and marks. The Contractor shall provide a work site, which has been prepared to permit construction staking to proceed in a safe and orderly manner. The Contractor shall keep the Engineer or the Contractor supplied surveyor informed of staking requirements and provide at least 48 hour notice to allow the Engineer or the Contractor supplied surveyor adequate time for setting stakes. The Contractor shall carefully preserve stakes, marks, and other reference points, including existing monumentation, set by Contracting Agency forces. The Contractor will be charged for the costs of replacing stakes, markers and monumentation that were not to be disturbed but were destroyed or damaged by the Contractor's operations. This charge will be deducted from monies due or to become due to the Contractor. Any claim by the Contractor for extra compensation by reason of alterations or reconstruction Work allegedly due to error in the Engineer's line and grade, will not be allowed unless the original control points set by the Engineer still exist, or unless other satisfactory substantiating evidence to prove the error was furnished by the Engineer. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon discovery, be reported to the Engineer. In the absence of such report the Contractor shall be liable for any error in alignment or grade. The Contractor shall provide all surveys required other than those to be performed by the Engineer. 03/07/2018 15 All survey Work shall be done in accordance with Section 1-11 SURVEYING STANDARDS of these Specifications. The Contractor shall keep updated survey field notes in a standard field book and in a format set by the Engineer, per Section 1-11.1(4). These field notes shall include all survey Work performed by the Contractor's surveyor in establishing line, grade and slopes for the construction Work. Copies of these field notes shall be provided the Engineer upon request and upon completion of the Contract Work the field book or books shall be submitted to the Engineer and become the property of the Contracting Agency. If the survey Work provided by the Contractor does not meet the standards of the Engineer, then the Contractor shall, upon the Engineer's written request, remove the individual or individuals doing the survey Work and the survey Work will be completed by the Engineer at the Contractor's expense. Costs for completing the survey Work required by the Engineer will be deducted from monies due or to become due the Contractor. All costs for survey Work required to be performed by the Contractor shall be included in the prices bid for the various items which comprise the improvement or be included in the bid item for "Contractor Supplied Surveying" per lump sum if that item is included in the contracts. 1-05.4(3) Contractor Supplied Surveying Section 1-05.4(3) is a new section: (******) When the Contract provides for Contractor Supplied Surveying, the Contractor shall supply the survey Work required for the project. The Contractor shall retain as a part of the Contractor Organization an experienced team of surveyors under the direct supervision of a professional land surveyor licensed by the State of Washington. All survey Work shall be done in accordance with Sections 1-05.4 and 1-11. The Contractor and/or the Surveyor shall inform the Engineer in writing of any errors, discrepancies, and omissions to the Plans that prevent the Contractor and/or the Surveyor from constructing the project in a manner satisfactory to the Engineer. All errors, discrepancies, and omissions must be corrected to the satisfaction of the Engineer before the survey Work may be continued. The Contractor shall coordinate his Work with the Surveyor and perform his operations in a manner to protect all survey stakes from harm. The Contractor shall inform the Surveyor of the Contractor's intent to remove any survey stakes and/or points before physically removing them. The Surveyor shall be responsible for maintaining As-Built records for the project. The Contractor shall coordinate his operations and assist the Surveyor in maintaining accurate As-Built records for the project. If the Contractor and the Surveyor fail to provide, as directed by the Engineer and/or these Plans and Specifications, accurate As-Built records and other Work the Engineer deems necessary, the Engineer may elect to provide at Contractor expense, a surveyor to provide all As-Built records and other Work as directed by the Engineer. The Engineer shall deduct expenses incurred by the Engineer-supplied surveying from monies owed to the Contractor. Payment per Section 1-04.1 for all Work and materials required for the full and complete survey Work required to complete the project and As-Built drawings shall be included in the lump sum price for "Construction Surveying, Staking, and As-Builts." 1-05.4(4) Contractor Provided As-Built Information Section 1-05.4(4) is a new section: (******) It shall be the Contractors responsibility to record the location prior to the backfilling of the trenches, by centerline station, offset, and depth below pavement, of all existing utilities uncovered 03/07/2018 16 or crossed during his Work as covered under this project. It shall be the Contractor’s responsibility to have his Surveyor locate by centerline station, offset and elevation each major item of Work done under this contract per the survey standard of Section 1-11. Major items of Work shall include but not be limited to: Manholes, Catch basins and Inlets, Valves, vertical and Horizontal Bends, Junction boxes, Cleanouts, Side Sewers, Street Lights & Standards, Hydrants, Major Changes in Design Grade, Vaults, Culverts, Signal Poles, and Electrical Cabinets. After the completion of the Work covered by this contract, the Contractor’s Surveyor shall provide to the City the hard covered field book(s) containing the as-built notes and one set of white prints of the project drawings upon which he has plotted the notes of the Contractor locating existing utilities, and one set of white prints of the project drawings upon which he has plotted the as-built location of the new Work as he recorded in the field book(s). This drawing shall bear the Surveyor’s seal and signature certifying its accuracy. All costs for as-built Work shall be included in the Contract item "Construction Surveying, Staking, and As-Builts", lump sum. 1-05.7 Removal of Defective and/or Unauthorized Work Section 1-05.7 is supplemented as follows: (******) Upon written notice from the Engineer, the Contractor shall promptly replace and re-execute Work by Contractor forces, in accordance with the intent of the Contract and without expense to the Owner, and shall bear the expense of making good all Work of other contractors destroyed or damaged by such removal or replacement. If the Contractor does not remove such condemned Work and materials and commence re-execution of the Work within 7 calendar days of written notice from the Engineer, or fails to perform any part of the Work required by the Contract Documents, the Owner may correct and remedy such Work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. In that case, the Owner may store removed material. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized Work, or Work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from monies due, or to become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of Work of others destroyed or damaged by correction, removal, or replacement of the Contractor’s unauthorized Work. If sufficient funds do not remain in the Contract and the Contractor does not pay the cost of such removal and storage within 10 calendar days from the date of the notice to the Contractor of the fact of such removal, the Owner may, upon an additional 10 calendar days written notice, sell such materials at public or private sale, and deduct all costs and expenses incurred from monies due to the Contractor, including costs of sale, and accounting to Contractor for the net proceeds remaining. The Owner may bid at any such sale. The Contractor shall be liable to the Owner for the amount of any deficiency from any funds otherwise due the Contractor. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized Work corrected immediately, have the rejected Work removed and replaced, or have Work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public, the Property Owner and the Property Owner’s property. No adjustment in contract time or compensation will be allowed because of the delay in the 03/07/2018 17 performance of the Work attributable to the exercise of the Contracting Agency’s rights provided by this section. The rights exercised under the provisions of this section shall not diminish the Contracting Agency’s right to pursue any other avenue for additional remedy or damages with respect to the Contractor’s failure to perform the Work as required. 1-05.10 Guarantees Section 1-05.10 is supplemented as follows: (******) If within one year after the Acceptance Date of the Work by the Contracting Agency, defective and/or unauthorized Work is discovered, the Contractor shall promptly, upon written order by the Contracting Agency, return and in accordance with the Engineer’s instructions, either correct such Work, or if such Work has been rejected by the Engineer, remove it from the project site and replace it with non-defective and authorized Work, all without cost to the Contracting Agency. If the Contractor does not promptly comply with the written order to correct defective and/or unauthorized Work, or if an emergency exists, the Contracting Agency reserves the right to have defective and/or unauthorized Work corrected or removed and replaced pursuant to Section 1-05.7 “Removal of Defective and/or Unauthorized Work.” The Contractor agrees the above one year limitation shall not exclude or diminish the Contracting Agency’s rights under any law to obtain damages and recover costs resulting from defective and/or unauthorized Work discovered after one year but prior to the expiration of the legal time period set forth in RCW 4.16.040 limiting actions upon a contract in writing, or liability expressed of implied arising out of a written agreement. The Contractor shall warrant good title to all materials, supplies, and equipment purchased for, or incorporated in the Work. Nothing contained in this paragraph, however, shall defeat or impair the right of persons furnishing materials or labor, to recover under any bond given by the Contractor for their protection, or any rights under any law permitting such persons to look to funds due the Contractor in the hands of the Contracting Agency. The provisions of this paragraph shall be inserted in all subcontracts and material contracts, and notice of its provisions shall be given to all persons furnishing materials for the Work when no formal contract is entered into for such materials. 1-05.11 Final Inspection 1-05.11(1) Substantial Completion Date Section 1-05.11(1) is a new section: (******) When the Contractor considers the Work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Engineer will schedule an inspection of the Work with the Contractor to determine the status of completion. To be considered substantially complete the following conditions must be met: 1. The Contracting Agency must have full and unrestricted use and benefit of the facilities both from the operational and safety standpoint. 2. Only minor incidental Work, replacement of temporary substitute facilities, or correction of repair Work remains to reach physical completion of the Work. The Contractor’s request shall list the specific items of Work in subparagraph two above that remains to be completed in order to reach physical completion. The Engineer may also establish the Substantial Completion Date unilaterally. If after this inspection, the Engineer concurs with the Contractor that the Work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set 03/07/2018 18 the Substantial Completion Date. If, after this inspection the Engineer does not consider the Work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefore. Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the Work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the Work. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the Work physically complete and ready for Final Inspection. 1-05.11(2) Final Inspection and Physical Completion Date Section 1-05.11(2) is a new Section: (******) When the Contractor considers the Work physically complete and ready for Final Inspection, the Contractor, by Written Notice, shall request the Engineer to schedule a final inspection. The Engineer will set a date for Final Inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the Final Inspection reveals the Work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective Work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the Written Notice listing the deficiencies, the Engineer may, upon Written Notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.8. The Contractor will not be allowed an extension of contract time because of a delay in the performance of the Work attributable to the exercise of the Engineer’s right hereunder. Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the Work was considered physically complete, that date shall constitute the Physical Completion Date of the Contract, but shall not imply all the obligations of the Contractor under the Contract have been fulfilled. 1-05.11(3) Operational Testing Section 1-05.11(3) is a new section: (******) Unless otherwise noted in the Contract Documents, the Contractor shall give the Engineer a minimum of 3 working days’ notice of the time for each test and inspection. If the inspection is by another authority than the Engineer, the Contractor shall give the Engineer a minimum of 3 working days’ notice of the date fixed for such inspection. Required certificates of inspection by other authority than the Engineer shall be secured by the Contractor. It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable system. Therefore, when the Work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or other similar Work, it may be desirable for the Engineer to have the Contractor operate and test the Work for a period of time, after final inspection but prior to the physical completion date. Whenever items of Work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and 03/07/2018 19 equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing, shall be included in the unit contract prices related to the system being tested, unless specifically set forth otherwise in the proposal. Operational and test periods, when required by the Engineer, shall not affect a manufacturer’s guaranties or warranties furnished under the terms of the Contract. 1-05.12 Final Acceptance The third and fourth sentences in paragraph 1 are deleted and replaced with: (******) The Final Acceptance date shall be that date in which the Renton City Council formally approves acceptance of the Contract. 1-05.13 Superintendents, Labor and Equipment of Contractor Revise the seventh paragraph to read: (******) Whenever the Contracting Agency evaluates the Contractor’s qualifications pursuant to Section 1- 02.1, the Contracting Agency will take these performance reports into account. 1-05.14 Cooperation with Other Contractors Section 1-05.14 is supplemented as follows: (******) The Contractor shall afford the Owner and other contractors working in the area reasonable opportunity for the introduction and storage of their materials and the execution of their respective Work, and shall properly connect and coordinate the Contractor’s Work with theirs. Other utilities, districts, agencies, and contractors who may be working within the project area are: 1. Puget Sound Energy (gas and electric) 2. AT&T Broadband 3. CenturyLink 4. City of Renton (water, sewer, transportation) 5. Comcast 6. Seattle Public Utilities 7. Soos Creek Sewer and Water District 8. Cedar River Sewer and Water District 9. Skyway Sewer and Water District 10. Private contractors employed by adjacent property owners The Contractor shall coordinate with City of Renton on tying into any existing electrical service cabinet. 1-05.16 Water and Power Section 1-05.16 is a new Section: (******) The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the Work, unless the Contract includes power and water as a pay item. 03/07/2018 20 1-05.17 Oral Agreements Section 1-05.17 is a new section: (******) No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either before or after execution of the Contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising the Contract. Such oral agreement or conversation shall be considered as unofficial information and in no way binding upon the Contracting Agency, unless subsequently put in writing and signed by the Contracting Agency. 1-05.18 Contractor's Daily Diary Section 1-05.18 is a new section: (******) The Contractor and subcontractors shall maintain and provide to the Engineer a Daily Diary Record of this Work. This diary will be created by pen entries in a hardbound diary book of the type that is commonly available through commercial outlets. The diary must contain the Project and Number; if the diary is in loose-leaf form, this information must appear on every page. The diary must be kept and maintained by the Contractor's designated project superintendent(s). Entries must be made on a daily basis and must accurately represent all of the project activities on each day. At a minimum, the diary shall show on a daily basis: 1. The day and date. 2. The weather conditions, including changes throughout the day. 3. A complete description of Work accomplished during the day with adequate references to the Plans and Contract Provisions, so that the reader can easily and accurately identify said Work in the Plans. Identify location/description of photographs or videos taken that day. 4. An entry for each and every changed condition, dispute or potential dispute, incident, accident, or occurrence of any nature whatsoever which might affect the Contractor, the Owner, or any third party in any manner. 5. Listing of any materials received and stored on- or off-site by the Contractor for future installation, to include the manner of storage and protection of the same. 6. Listing of materials installed during each day. 7. List of all subcontractors working on-site during each day. 8. Listing of the number of the Contractor's employees working during each day by category of employment. 9. Listing of the Contractor's equipment working on the site during each day. Idle equipment on the site shall be listed and designated as idle. 10. Notations to explain inspections, testing, stake-out, and all other services furnished by the Owner or other party during each day. 11. Entries to verify the daily (including non-Work days) inspection and maintenance of traffic control devices and condition of the traveled roadway surfaces. The Contractor shall not allow any conditions to develop that would be hazardous to the public. 12. Any other information that serves to give an accurate and complete record of the nature, quantity, and quality of Contractor's progress on each day. 13. Plan markups showing locations and dimensions of constructed features to be used by the Engineer to produce record drawings. 14. All pages of the diary must be numbered consecutively with no omissions in page numbers. 15. Each page must be signed and dated by the Contractor's official representative on the project. The Contractor may use additional sheets separate from the diary book if necessary to provide a complete diary record, but they must be signed, dated, and labeled with project name and number. It is expressly agreed between the Contractor and the Owner that the Daily Diary maintained by the Contractor shall be the “Contractor's Book of Original Entry” for the documentation of any potential claims or disputes that might arise during this contract. Failure of the Contractor to 03/07/2018 21 maintain this diary in the manner described above will constitute a waiver of any such c laims or disputes by the Contractor. The Engineer or other Owner’s representative on the job site will also complete a Daily Construction Report. 1-06 CONTROL OF MATERIAL 1-06.1 Approval of Materials Prior to Use Section 1-06.1 is supplemented as follows: (******) The materials and equipment lists submitted to the Engineer at the Preconstruction Conference shall include the quantity, manufacturer, and model number, if applicable, of materials and equipment to be installed under the Contract. This list will be checked by the Engineer as to conformity with the Contract Documents. The Engineer will review the lists within 10 working days, noting required corrections. The Contractor shall make required corrections and file 2 corrected copies with the Engineer within one week after receipt of required corrections. The Engineer's review and acceptance of the lists shall not relieve the Contractor from responsibility for suitability for the intended purpose, nor for deviations from the Contract Documents. 1-06.2(1) Samples and Tests for Acceptance Section 1-06.2(1) is supplemented a follows: (******) The finished Work shall be in accordance with approved samples. Approval of samples by the Engineer does not relieve the Contractor of responsibility for performance of the Work in accordance with the Contract Documents. 1-06.2(2) Statistical Evaluation of Materials for Acceptance Section 1-06.02(2) is supplemented by adding the following: (******) Unless stated otherwise in the special provisions, statistical evaluation will not be used by the City of Renton. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 Laws to be Observed Section 1-07.1 is supplemented as follows: (******) The Contractor shall erect and properly maintain, at all times, as required by the conditions and progress of the Work, all necessary safeguards for protection of workers and the public; shall post danger signs warning against known or unusual hazards; and shall designate as Safety Supervisor, a responsible employee on the construction site whose duty shall be the enforcement of safety. The name and position of such person so designated shall be reported in writing to the Engineer by the Contractor. The Contractor shall, at all times, enforce strict discipline and good order among all employees and shall not employ any person unfit or not skilled in the Work assigned to him/her. Necessary sanitation conveniences for the use of the workers on the job, properly secluded from public observation, shall be provided and maintained by the Contractor. In cases of conflict between different safety regulations, the more stringent regulation shall apply. The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington 03/07/2018 22 Industrial Safety and Health Act of 1973 (WISHA). The Contractor shall maintain at the project site office, or other well-known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital or doctor’s care, and persons, including employees, who may have been injured on the project site. Employees should not be permitted to Work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor’s care. The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor’s plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper maintenance, use, or operation. The Contractor shall be solely and completely responsible for the conditions of the project site, including safety for all persons and property in the performance of the Work. This requirement shall apply continuously, and not be limited to normal working hours. The required or implied duty of the Engineer to conduct construction review of the Contractor’s performance does not, and shall not, be intended to include review and adequacy of the Contractor’s safety measures, in, on, or near the project site. 1-07.2 State Sales Tax Delete this section, including its sub-sections, in its entirety and replace it with the following: (******) 1-07.2(1) General The Washington State Department of Revenue has issued special rules on the state sales tax. Sections 1-07.2(1) through 1-07.2(4) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor-paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1-07.2(3) describes this exception. The Contracting Agency will pay the retained percentage only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract-related taxes have been paid (RCW 60.28.050). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper state fund 1-07.2(2) State Sales Tax – Rule 171 WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as part of the street or road drainage system, and power lines when such are part of the roadway lighting system. For Work performed in such cases, the 03/07/2018 23 Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the Work. 1-07.2(2) State Sales Tax – Rule 170 WAC 458-20-170, and its related rules, applies to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to; the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For Work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. 1-07.2(4) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). 1-07.6 Permits and Licenses Section 1-07.6 is supplemented as follows: (******) The Contractor shall ensure that all necessary permits are obtained, and is responsible for reviewing all permits to become familiar with the requirements. The Contractor and all subcontractors of any tier must obtain a City of Renton Business License (Contractor). The permits, easements, and right of entry documents that have been acquired are available for inspection and review. The Contractor shall be required to comply with all conditions of the permits, easements, and rights of entry, at no additional cost to the Owner. The Contractor is required to indemnify the Owner from claims on all easements and rights of entry. 03/07/2018 24 All other permits, licenses, etc., shall be the responsibility of the Contractor. The Contractor shall comply with the special provisions and requirements of each. Permits, permission under franchises, licenses and bonds of a temporary nature necessary for and during the prosecution of the Work, and inspection fees in connection therewith shall be secured and paid for by the Contractor. If the Owner is required to secure such permits, permission under franchises, licenses and bonds, and pay the fees, the costs incurred by the Owner thereby shall be charged against the Contractor and deducted from any funds otherwise due the Contractor. The Contractor is cautioned to review all permits and other Contract Documents and schedule the work activities appropriately to complete the work within the number of days stated in the Contract Document. No additional compensation or extensions to time will be granted to the Contractor due to the time constraints imposed by such documents. The Contractor shall assume all responsibility for meeting all requirements of all permits. Any fines or penalties incurred by Contracting Agency for not meeting state water quality standards and/or lack of stormwater pollution prevention on this Project shall be deducted from monies otherwise due to Contractor. Any fines assessed directly to Contractor shall be paid directly to the fining authority, at the Contractor’s own cost. 1-07.9 Wages 1-07.9(5) Required Documents Delete the first sentence of the third paragraph, and replace it with the following: (******) The Contractor must submit weekly-certified payrolls for the Contractor and all subcontractors and lower tier subcontractors, regardless of project’s funding source. 1-07.11 Requirements for Non-Discrimination 1-07.11(11) City of Renton Affidavit of Compliance Section 1-07.11(11) is new: (******) Each Contractor, Subcontractor, Consultant, and or Supplier shall complete and submit a copy of the “City of Renton Fair Practices Policy Affidavit of Compliance”. A copy of this document will be bound in the bid documents. 1-07.12 Federal Agency Inspection Section 1-07.12 is supplemented with the following: (******) Required Federal Aid Provisions The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) and the amendments thereto supersede any conflicting provisions of the Standard Specifications and are made a part of this contract; provided, however, that if any of the provisions of FHWA 1273, as amended, are less restrictive than Washington State Law, then the Washington State Law shall prevail. The provisions of FHWA 1273, as amended, included in this contract require that the Contractor insert the FHWA 1273 and amendments thereto in each subcontract, together with the wage rates which are part of the FHWA 1273, as amended. Also, a clause shall be included in each subcontract requiring the subcontractors to insert the FHWA 1273 and amendments thereto in any lower tier subcontracts, together with the wage rates. The Contractor shall also ensure that this Section, REQUIRED FEDERAL AID PROVISIONS, is inserted in each subcontract for subcontractors and lower tier subcontractors. For this purpose, upon request to the Project Engineer, the Contractor will be 03/07/2018 25 provided with extra copies of the FHWA 1273, the amendments thereto, the applicable wage rates, and this Special Provision. 1-07.13 Contractor’s Responsibility for Work 1-07.13(1) General Section 1-07.13(1) is supplemented as follows: (******) During unfavorable weather and other conditions, the Contractor shall pursue only such portions of the Work as shall not be damaged thereby. No portion of the Work whose satisfactory quality or efficiency will be affected by unfavorable conditions shall be constructed while these conditions exist, unless the Contractor shall be able to overcome said unfavorable conditions by special means or precautions acceptable to the Engineer. 1-07.15 Temporary Water Pollution/Erosion Control Delete the first paragraph, and replace it with the following: (******) The Contractor shall perform all Work in strict accordance with all Federal, State, and local laws and regulations governing waters of the State, as well as permits acquired for the project. The Contractor shall prepare a final Temporary Water Pollution/Erosion Control Plan (TWPECP) and a final SWPPP. The TWPECP and SWPPP shall be developed in accordance with the erosion control standards contained in the 2010 City of Renton Amendments to the King County Surface Water Design Manual. The plan shall include any assumptions, detailed calculations, sketches and sequencing. The plan shall be signed and stamped by a Washington State Professional Engineer. A TESC supervisor shall be designated by the Contractor, whose name and phone number shall be given to the Engineer at the Preconstruction Conference. The TESC supervisor must be CESCL certified in accordance with NPDES permit requirements. The plan shall be submitted for approval to the City within 10 days of the Notice of Award. The TWPECP shall include the various configurations that may be necessary to adequately control erosion and sediment at the site during the various stages of construction. Design of dewatering, water control, bypass systems, and temporary erosion and sediment control during construction shall be the responsibility of the Contractor. At a minimum, the plan shall contain: 1. Manufacturer’s data and detailed plans for the erosion control products specified in the plan. 2. Plan for temporary pipe system diversions. This shall include a description of when the piping will be used, pipe material, locations, elevations, plan and profile views, inlet and outlet protection, hydraulic capacity, and details of important design features. 3. Plan for collecting, pumping and pipe surface stormwater runoff, dewatering discharge, and seepage from the source to the Baker Tank or acceptable discharge. The plan shall be shown in phases to coincide with the phases of construction. The plan shall include: a. Layout and details of system. b. Diversion systems manufacturer’s data and material submittals. c. Pump and pipe types, sizes, manufacturer’s data, and design criteria for pump sizing. d. Flow calculations for stormwater, seepage, and dewatering pump discharge. Schedule and sketch of location for dewatering systems. Pumps shall be sized to pump stormwater runoff for the tributary area plus an allowance for groundwater and surface 03/07/2018 26 seepage. Each pump area location shall be equipped with two pumps meeting the capacity requirement, in case one is non-operational. e. Source of power for pumps, description of schedule and fueling requirements, storage location, and methods. 4. Manufacturer’s literature and test results (certificates) on the temporary silt fence, erosion control matting, riprap gradations, and any other necessary erosion control materials. 5. Planned installation and maintenance schedule for temporary erosion and sedimentation control facilities. Indicate locations and outlets of dewatering systems. The Contractor shall also prepare a final SWPPP. The SWPPP must meet the requirements of the Department of Ecology’s NPDES and State Waste Discharge General Permit for Stormwater Discharges Associated With Construction Activity (General Permit). The SWPPP shall include and modify as necessary the Site Preparation and Erosion Control Plan drawings provided as part of the Contract Plans. The Contractor shall prepare, review, and modify the SWPPP as necessary to be consistent with the actual work schedule, sequencing, and construction methods that will be used on the project. The Contractor’s SWPPP shall meet the requirements of the general permit. The Contractor shall:  Furnish, install, operate, and maintain necessary machinery, appurtenances, and equipment to keep excavations free of water during construction;  Dewater and dispose of water in a manner that will not cause injury to public and private property, as well as keep sediment-laden water from entering the City surface water system or violate applicable water standards;  Keep sufficient pumping equipment and machinery on hand at all times for emergencies, including electric power failures;  Keep experienced personnel available at all times to operate pumping equipment, machinery and appliances;  Not shut down dewatering systems between shifts, on holidays and weekends, nor during work stoppages without prior authorization by the Engineer;  Control groundwater to prevent softening of bottoms of excavations, or formation of “quick” conditions or “boils”;  Design and operate dewatering system that will not remove natural soils;  Keep excavations free of water during excavation, construction of structures, installation of pipelines, placing of structures, backfill, and placing and curing of concrete; and  Control surface water runoff to prevent entry and collection in excavations. As construction progresses and unexpected or seasonal conditions dictate, the Contractor shall anticipate that more water pollution/erosion control measures will be necessary. It shall be the obligation and responsibility of the Contractor to revise or supplement the pollution/erosion control measures as may be needed to protect the work, adjacent properties, storm drains, streams, and other water bodies. At all times, there must be material on the job site to handle any spills caused by the Contractor, such as tack, oils, diesel, etc. Materials would include, but not be limited to, oil absorbent pads and “kitty litter.” The Contractor must supply said materials at his expense and, in the event of a spill, be responsible for cleanup and disposal of contaminated materials. In addition, the SWPPP shall outline the procedures to be used to prevent high pH stormwater or dewatering water from entering surface waters. The plan shall include how the pH of the water will 03/07/2018 27 be maintained between pH 6.5 and pH 8.5 prior to being discharged from the project or entering surface waters. Prior to beginning any concrete or grinding work, the Contractor shall submit the plan, for the Engineer’s review and approval. An Ecology template is available to the Contractor for producing the SWPPP, using project- specific information added by the Contractor. The template and instructions are available at: http://www.ecy.wa.gov/programs/wq/stormwater/construction. The Engineer’s review and any resulting approval of the Contractor’s SWPPP and TESCP will be only regarding conformance with the specification requirement that the Contractor have the plans prepared by a CPESC or professional Civil Engineer who has expertise in the type of facilities and that the SWPPP and TESCP include the items specified for such plans. The Contractor shall be solely responsible for the adequacy of the SWPPP and TESCP and if erosion sediment, and other pollutant control measures in deviation or addition to those described in the SWPPP become necessary to minimize erosion and prevent storm water contamination from sediment and other pollutants, the Contractor shall prepare and submit a revised SWPPPP to the Engineer for review as specified for the original plan. The Owner will not be liable to the Contractor for failure to accept all or any portion of an originally submitted or revised SWPPP, nor for any delays to the Work due to the Contractor’s failure to submit and implement an acceptable SWPPP. 1-07.16 Protection and Restoration of Property 1-07.16(1) Private/Public Property Section 1-07.16(1) is supplemented by adding the following: (******) The Contracting Agency will obtain all easements and franchises required for the project. The Contractor shall limit his operation to the areas obtained and shall not trespass on private property. The Contracting Agency may provide certain lands, as indicated in connection with the Work under the Contract together with the right of access to such lands. The Contractor shall not unreasonably encumber the premises with his equipment or materials. The Contractor shall provide, with no liability to the Contracting Agency, any additional land and access thereto not shown or described that may be required for temporary construction facilities or storage of materials. He shall construct all access roads, detour roads, or other temporary Work as required by his operations. The Contractor shall confine his equipment, storage of material, and operation of his workers to those areas shown and described and such additional areas as he may provide. A. General. All construction Work under this contract on easements, right-of-way, over private property or franchise, shall be confined to the limits of such easements, right-of-way or franchise. All Work shall be accomplished so as to cause the least amount of disturbance and a minimum amount of damage. The Contractor shall schedule his Work so that trenches across easements shall not be left open during weekends or holidays and trenches shall not be open for more than 48 hours. B. Structures. The Contractor shall remove such existing structures as may be necessary for the performance of the Work and, if required, shall rebuild the structures thus removed in as good a condition as found. He shall also repair all existing structures that may be damaged as a result of the Work under this contract. C. Easements, cultivated areas and other surface improvements. All cultivated areas, either agricultural or lawns, and other surface improvements which are damaged by actions of the Contractor shall be restored as nearly as possible to their original condition. Prior to excavation on an easement or private right-of-way, the Contractor shall strip topsoil from the 03/07/2018 28 trench or construction area and stockpile it in such a manner that it may be replaced by him, upon completion of construction. Ornamental trees and shrubbery shall be carefully removed with the earth surrounding their roots wrapped in burlap and replanted in their original positions within 48 hours. All shrubbery or trees destroyed or damaged, shall be replaced by the Contractor with material of equal quality at no additional cost to the Contracting Agency. In the event that it is necessary to trench through any lawn area, the sod shall be carefully cut and rolled and replaced after the trenches have been backfilled. The lawn area shall be cleaned by sweeping or other means, of all earth and debris. The Contractor shall use rubber wheel equipment similar to the small tractor-type backhoes used by side sewer contractors for all Work, including excavation and backfill, on easements or rights-of-way, which have lawn areas. All fences, markers, mailboxes, or other temporary obstacles shall be removed by the Contractor and immediately replace, after the trench is backfilled, in their original position. The Contractor shall notify the Contracting Agency and Property Owner at least 24 hours in advance of any Work done on easements or rights-of-way. Damage to existing structures outside of easement areas that may result from dewatering and/or other construction activity under this contract shall be restored to their original condition or better. The original condition shall be established by photographs taken and/or inspection made prior to construction. All such Work shall be done to the satisfaction of the Property Owners and the Contracting Agency at the expense of the Contractor. D. Streets. The Contractor will assume all responsibility of restoration of the surface of all streets (traveled ways) used by him if damaged. In the event the Contractor does not have labor or material immediately available to make necessary repairs, the Contractor shall so inform the Contracting Agency. The Contracting Agency will make the necessary repairs and the cost of such repairs shall be paid by the Contractor. The Contractor is responsible for identifying and documenting any damage that is pre-existing or caused by others. Restoration of excavation in City streets shall be done in accordance with the City of Renton Trench Restoration Requirements, which is available at the Public Works Department Customer Services counter on the 6th floor, Renton City Hall, 1055 South Grady Way. 1-07.17 Utilities and Similar Facilities Section 1-07.17 is supplemented by adding: (******) Existing utilities indicated in the Plans have been plotted from the best information available to the Engineer. Information and data shown or indicated in the Contract Documents with respect to existing underground utilities or services at or contiguous to the project site are based on information and data furnished to the Owner and the Engineer by owners of such underground facilities or others, and the Owner and the Engineer do not assume responsibility for the accuracy or completeness thereof. It is to be understood that other aboveground or underground facilities not shown in the Plans may be encountered during the course of the Work. All utility valves, manholes, vaults, or pull boxes which are buried shall be conspicuously marked in a fashion acceptable to the Owner and the Engineer by the Contractor to allow their location to be determined by the Engineer or utility personnel under adverse conditions, (inclement weather or darkness). Where underground main distribution conduits, such as water, gas, sewer, electric power, or telephone, are shown on the Plans, the Contractor, for the purpose of preparing his bid, shall assume that every property parcel will be served by a service connection for each type of utility. The Contractor shall check with the utility companies concerning any possible conflict prior to commencing excavation in any area. The Contractor shall resolve all crossing and clearance 03/07/2018 29 problems with the utility company concerned. No excavation shall begin until all known facilities, in the vicinity of the excavation area, have been located and marked. In addition to the Contractor having all utilities field marked before starting Work, the Contractor shall have all utilities field marked after they are relocated in conjunction with this project. Call Before You Dig The 48-Hour Locators 1-800-424-5555 At least 2 and not more than 10 working days prior to commencing any excavations for utility potholing or for any other purpose under this Contract, the Contractor shall notify the Underground Utilities Location Center by telephone of the planned excavation and progress schedule. The Contractor is also warned that there may be utilities on the project that are not part of the One Call system. They must be contacted directly by the Contractor for locations. The Contractor shall make arrangements 48 hours in advance with respective utility owners to have a representative present when their utility is exposed or modified, if the utility chooses to do so. Existing utilities for telephone, power, gas, water, and television cable facilities shall be adjusted or relocated by the appropriate utility company unless otherwise noted in the Plans. These adjustments may be completed before the Contractor begins Work, or may be performed in conjunction with the Contract Work. The Contractor shall be entirely responsible for coordination with the utility companies and arranging for the movement or adjustment, either temporary or permanent, of their facilities within the project limits. See also Section 1-05.14 of these Special Provisions. If or when utility conflicts occur, the Contractor shall continue the construction process on other aspects of the project whenever possible. No additional compensation will be made to the Contractor for reason of delay caused by the actions of any utility company, and the Contractor shall consider such costs to be incidental to the other items of the Contract. Utility Potholing Potholing may be included as a bid item for use in determining the location of existing utilities in advance of the Contractor's operations. If potholing is not included as a bid item then it shall be considered incidental to other Work. The Contractor shall submit all potholing requests to the Engineer for approval, at least 2 working days before potholing is scheduled. Additionally, the Contractor shall provide potholing at the Engineer's request. In no way shall the Work described under Utility Potholing relieve the Contractor of any of the responsibilities described in Section 1-07.17 of the Standard Specifications and Special Provisions, and elsewhere in the Contract Documents. 1-07.17(1) Site Specific Potholing Section 1-07.17(1) is a new section: (******) Site Specific Potholing is intended to be additional potholing as directed by the Engineer, which is in addition to potholing included as incidental for utility installation. Where underground utilities are found to be in the way of construction, such condition shall not be deemed to be a changed or differing site condition, and if necessary, pipe alignment or grade shall be modified. No payment will be made unless potholing has been performed prior to trench excavation, and witnessed by the Engineer. Different utilities may be found to occupy a common trench. Any two or more utilities separated by 3 feet or less shall constitute one locate. Where multiple utilities exist in close proximity, the Contractor shall be paid for one locate for every 5 feet of exploration trench. The quantity for this item is included to provide a common proposal for bid purposes. The actual 03/07/2018 30 quantity used in construction may vary from that amount. The unit price will not be adjusted if the actual quantity used varies by more than 25 percent. The contractor shall perform for this potholing a minimum of five working days prior to crossing to allow for potential revisions. The contractor shall not have cause for claim of down-time or any other additional costs associated with ‘waiting’ if the owner provides design revisions (related to the information supplied per this section) within three working days after the contractor provides the surveyed elevations. In no way shall the Work described under Site Specific Potholing relieve the Contractor of any of the responsibilities described in Section 1-07.17 of the Standard Specifications and Special Provisions, and elsewhere in the Contract Documents. 1-07.17(3) Interruption of Services Section 1-07.17(3) is a new section: (******) Whenever in the course of the construction operation it becomes necessary to cause an outage of utilities, it shall be the Contractor's responsibility to notify the affected users and the Engineer not less than 48 hours in advance of such outage. The Contractor shall make reasonable effort to minimize the duration of outages, and shall estimate the length of time service will be interrupted and so notify the users. In the case of any utility outage that has exceeded or will exceed four hours, user contact shall again be made. Temporary service, if needed, will be arranged by the Contractor at no cost to the Owner. Overhead lighting outages shall not exceed 24 hours. All cost to the Contractor for providing temporary overhead lighting to meet above requirements shall be incidental to the various unit and Lump sum items of the Contract; no separate payment will be made. 1-07.17(4) Resolution of Utility Conflicts (******) Section 1-07.17(4) is a new section: In no way shall the work described under Resolution of Utility Conflicts relieve Contractor of any of the responsibilities described in Section 1-07.17 of the Standard Specifications and Special Provisions, and elsewhere in the Contract Documents. If or when utility conflicts occur, Contractor shall continue the construction process on other aspects of the project whenever possible. If “Resolution of utility conflicts” is included as a bid item in Section 1-09.14, it shall be used to resolve any new identified utility conflicts not otherwise shown on the Contract Drawing or Specifications that are identified during the course of construction. 1-07.18 Public Liability and Property Damage Insurance Section 1-07.18 is deleted replaced by the following new section and subsections: (******) 1-07.18(1) General The Contractor shall obtain and maintain in full force and effect, from the Contract Execution Date to the Completion Date, public liability and property damage insurance with an insurance company(ies) or through sources approved by the State Insurance Commissioner pursuant to RCW 48. The Contractor shall not begin work under the Contract until the required insurance has been obtained and approved by the Contracting Agency. Insurance shall provide coverage to the 03/07/2018 31 Contractor, all subcontractors, Contracting Agency and the Contracting Agency's consultant. The coverage shall protect against claims for bodily injuries, personal injuries, including accidental death, as well as claims for property damages which may arise from any act or omission of the Contractor or the subcontractor, or by anyone directly or indirectly employed by either of them. If warranted work is required the Contractor shall provide the City proof that insurance coverage and limits established under the term of the Contract for work are in full force and effect during the period of warranty work. The Contracting Agency may request a copy of the actual declaration pages(s) for each insurance policy effecting coverage(s) required on the Contract prior to the date work commences. Failure of the Contractor to fully comply during the term of the Contract with the requirements described herein will be considered a material breach of contract and shall be caused for immediate termination of the Contract at the option of the Contracting Agency. All costs for insurance shall be incidental to and included in the unit or Lump Sum prices of the contract and no additional payment will be made. 1-07.18(2) Coverages All coverage provided by the Contractor shall be in a form and underwritten by a company acceptable to the Contracting Agency. The City requires that all insurers: 1. Be licensed to do business within the State of Washington. 2. Coverage to be on an "occurrence" basis (Professional Liability and Pollution coverage are acceptable when written on a claims-made basis). The City may also require proof of professional liability coverage be provided for up to two (2) years after the completion of the project. 3. The City may request a copy of the actual declaration page(s) for each insurance policy affecting coverage(s) required by the Contract prior to the date work commences. 4. Possess a minimum A.M. best rating of AVII (A rating of A XII or better is preferred.) If any insurance carrier possesses a rating of less than AVII, the City may make an exception. The City reserves the right to approve the security of the insurance coverage provided by the insurance company(ies), terms, conditions, and the Certificate of Insurance. Failure of the Contractor to fully comply during the term of the Contract with these requirements will be considered a material breach of contract and shall be cause for immediate termination of the contract at the option of the City. The Contractor shall obtain and maintain the minimum insurance coverage set forth below. By requiring such minimum insurance, the City of Renton shall not be deemed or construed to have assessed the risks that may be applicable to the Contractor. The Contractor shall assess its own risks and if it deems appropriate and/or prudent, maintain higher limits and/or broader coverage. Coverage shall include: A. Commercial General Liability - ISO 1993 Form or equivalent. Coverage will be written on an occurrence basis and include:  Premises and Operations (including CG2503; General Aggregate to apply per project, if applicable)  Explosion, Collapse, and Underground Hazards.  Products/Completed Operations  Contractual Liability (including Amendatory Endorsement CG 0043 or equivalent which includes defense coverage assumed under contract) 03/07/2018 32  Broad Form Property Damage  Independent Contractors  Personal/Advertising Injury  Stop Gap Liability B. Automobile Liability including all  Owned Vehicles  Non-Owned Vehicles  Hired Vehicles C. Workers' Compensation  Statutory Benefits (Coverage A) - Show Washington Labor & Industries Number D. Umbrella Liability (when necessary)  Excess of Commercial General Liability and Automobile Liability. Coverage should be as broad as primary. E. Professional Liability - (whenever the work under this Contract includes Professional Liability, including Advertising activities) the (CONTRACTOR) shall maintain professional liability covering wrongful acts, errors and/or omissions of the (CONTRACTOR) for damage sustained by reason of or in the course of operations under this Contract. F. Pollution Liability - the City may require this coverage whenever work under this Contract involves pollution risk to the environment. This coverage is to include sudden and gradual coverage for third party liability including defense costs and completed operations. Contractor shall name City of Renton, and its officers, officials, agents, employees and volunteers as Additional Insured (ISO Form CG 2010 or equivalent). The Contractor shall provide City of Renton Certificates of Insurance prior to commencement of work. The City reserves the right to request copies of insurance policies, if at their sole discretion it is deemed appropriate. Further, all policies of insurance described above shall: A. Be on a primary basis not contributory with any other insurance coverage and/or self- insurance carried by City of Renton. B. Include a Waiver of Subrogation Clause. C. Severability of Interest Clause (Cross Liability) D. The Contractor shall provide the Contracting Agency and all Additional Insured’s with written notice of any policy cancellation, within two business days of their receipt of such notice. E. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the Contracting Agency may, after giving five business days notice to the Contractor to correct the breach, immediately terminate the contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. 1-07.18(3) Limits LIMITS REQUIRED Providing coverage in these stated amounts shall not be construed to relieve the Contractor from liability in excess of such limits. The Contractor shall carry the following limits of liability as required below: Commercial General Liability General Aggregate* $2,000,000 ** Products/Completed Operations Aggregate $2,000,000 ** Each Occurrence Limit $1,000,000 Personal/Advertising Injury $1,000,000 03/07/2018 33 Fire Damage (Any One Fire) $50,000 Medical Payments (Any One Person) $5,000 Stop Gap Liability $1,000,000 * General Aggregate to apply per project (ISO Form CG2503 or equivalent) **Amount may vary based on project risk Automobile Liability Bodily Injury/Property Damage $1,000,000 (Each Accident) Workers' Compensation Statutory Benefits - Coverage A Variable (Show Washington Labor and Industries Number) Umbrella Liability Each Occurrence Limit $1,000,000 General Aggregate Limit $1,000,000 Products/Completed Operations Aggregate $1,000,000 Professional Liability (If required) Each Occurrence/ Incident/Claim $1,000,000 Aggregate $2,000,000 Pollution Liability (If required) to apply on a per project basis Per Loss $1,000,000 Aggregate $1,000,000 The City may require the Contractor to keep professional liability coverage in effect for up to two (2) years after completion of the project. The Contractor shall promptly advise the CITY OF RENTON in the event any general aggregates are reduced for any reason, and shall reinstate the aggregate at the Contractor’s expense to comply with the minimum limits and requirements as stated above and shall furnish to the CITY OF RENTON a new certificate of insurance showing such coverage is in force. 1-07.18(4) Evidence of Insurance: Within 20 days of award of the Contract, the Contractor shall provide evidence of insurance by submitting to the Contracting Agency the Certificate of Insurance (ACORD Form 25s or equivalent) conforming to items as specified in Sections 1-07.18(1), 1-07.18(2), and 1-07.18(3) as revised above. Other requirements are as follows: A. Strike the following or similar wording: "This Certificate is issued as a matter of information only and confers no rights upon the Certificate Holder". B. Strike the wording regarding cancellation notification to the City: "Failure to mail such notice shall impose no obligation or liability of any kind upon the company, its agents or representatives". C. Amend the cancellation clause to state: "Should any of the above described policies be cancelled before the expiration date thereof, notice will be delivered in accordance with the policy provisions." For Professional Liability coverage only, instead of the cancellation language specified above, the City will accept a written agreement that the consultant's broker will provide the required notification. 1-07.22 Use of Explosives Section 1-07.22 is supplemented by the following: (******) Explosives shall not be used without specific authority of the Engineer, and then only under such 03/07/2018 34 restrictions as may be required by the proper authorities. Explosives shall be handled and used in strict compliance with WAC 296-52 and such local laws, rules and regulations that may apply. The individual in charge of the blasting shall have a current Washington State Blaster Users License. The Contractor shall obtain, comply with, and pay for such permits and costs as are necessary in conjunction with blasting operations. 1-07.23 Public Convenience and Safety 1-07.23(1) Construction Under Traffic Revise the second paragraph to read: (******) To disrupt public traffic as little as possible, the Contractor shall permit traffic to pass through the Work with the least possible inconvenience or delay. The Contractor shall maintain existing roads, streets, sidewalks, driveways, and paths within the project limits, keeping them open, and in good, clean, safe condition at all times. Deficiencies caused by the Contractor’s operations shall be repaired at the Contractor’s expense. Deficiencies not caused by the Contractor’s operations shall be repaired by the Contractor when directed by the Engineer, at the Contracting Agency’s expense. The Contractor shall also maintain roads, streets, sidewalks, driveways, and paths adjacent to the project limits when affected by the Contractor’s operations. Snow and ice control will be performed by the Contracting Agency on all projects. Cleanup of snow and ice control debris will be at the Contracting Agency’s expense. The Contractor shall perform the following: 1. Remove or repair any condition resulting from the Work that might impede traffic or create a hazard. 2. Keep existing traffic signal and highway lighting systems in operation as the Work proceeds. (The Contracting Agency will continue the route maintenance on such system.) 3. Maintain the striping on the roadway at the Contracting Agency’s expense. The Contractor shall be responsible for scheduling when to renew striping, subject to the approval of the Engineer. When the scope of the project does not require Work on the roadway, the Contracting Agency will be responsible for maintaining the striping. 4. Maintain existing permanent signing. Repair of signs will be at the Contracting Agency’s expense, except those damaged due to the Contractor’s operations. 5. Keep drainage structures clean to allow for free flow of water. Cleaning of existing drainage structures will be at the Contracting Agency’s expense when approved by the Engineer, except when flow is impaired due to the Contractor’s operations. Section 1-07.23(1) is supplemented by adding the following: (******) The Contractor shall be responsible for controlling dust and mud within the project limits and on any street, which is utilized by his equipment for the duration of the project. The Contractor shall be prepared to use watering trucks, power sweepers, and other pieces of equipment as deemed necessary by the Engineer, to avoid creating a nuisance. Dust and mud control shall be considered as incidental to the project and no compensation will be made for this section. 03/07/2018 35 Complaints of dust, mud, or unsafe practices and/or property damage to private ownership will be transmitted to the Contractor and prompt action in correcting them will be required by the Contractor. The Contractor shall maintain the roads during construction in a suitable condition to minimize affects to vehicular and pedestrian traffic. All cost to maintain the roads shall be borne by the Contractor. At least one-way traffic shall be maintained on all cross-streets within the project limits during working hours. One lane shall be provided in each direction for all streets during non-working hours. The Contractor shall provide one drivable roadway lane and maintain convenient access for local and commuter traffic to driveways, businesses, and buildings along the line of Work throughout the course of the project. Such access shall be maintained as near as possible to that which existed prior to the commencement of construction. This restriction shall not apply to the paving portion of the construction process. The Contractor shall notify and coordinate with all property owners and tenants of street closures, or other restrictions which may interfere with their access at least 24 hours in advance for single-family residential property, and at least 48 hours in advance for apartments, offices, and commercial property. The Contractor shall give a copy of all notices to the Engineer. When the abutting owners’ access across the right-of-way line is to be eliminated and replaced under the Contract by other access, the existing access shall not be closed until the replacement access facility is available. All unattended excavations shall be properly barricaded and covered at all times. The Contractor shall not open any trenches that cannot be completed and refilled that same day. Trenches shall be patched or covered by a temporary steel plate, at the Contractor’s expense, except in areas where the roadway remains closed to public traffic. Steel plates must be anchored. 1-07.23(2) Construction and Maintenance of Detours (******) Revise the first paragraph to read: Unless otherwise approved, the Contractor shall maintain two-way traffic during construction. The Contractor shall build, maintain in a safe condition, keep open to traffic, and remove when no longer needed: 1. Detours and detour bridges that will accommodate traffic diverted from the roadway, bridge, sidewalk, driveway, or path during construction, 2. Detour crossings of intersecting highway, and 3. Temporary approaches. 1-07.24 Rights-of-Way Delete this section in its entirety, and replace it with the following: (******) Street right-of-way lines, limits of easements, and limits of construction permits are indicated on the Drawings. The Contractor’s construction activities shall be confined within these limits unless arrangements for use of private property are made. Generally, the Contracting Agency will have obtained, prior to bid opening, all rights-of-way and easements, both permanent and temporary, necessary for carrying out the completion of the Work. Exceptions to this are noted in the Contract Documents or brought to the Contractor’s attention by a duly issued addendum. Whenever any of the Work is accomplished on or through property other than public right-of-way, 03/07/2018 36 the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. Copies of the easement agreements are included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. Whenever easements or rights-of-entry have not been acquired prior to advertising, these areas are so noted on the Drawings. The Contractor shall not proceed with any portion of the Work in areas where right-of-way, easements, or rights-of-entry have not been acquired until the Engineer certifies to the Contractor that the right-of-way or easement is available or that the right-of-entry had been received. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry of right-of-way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. Each property owner shall be given 48 hours notice prior to entry by the Contactor. This includes entry onto easements and private property where private improvements must be adjusted. The Contractor shall be responsible for providing, without expense or liability of the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether adjoining the Work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this Contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address and date of signature. Written releases must be filed with the Engineer before the Completion Date will be established. 1-07.28 Confined Space Entry Section 1-07.28 is new: The Contractor shall: 1. Review and be familiar with the City’s Public Works Confined Space Entry Program. 2. Review documented information about the City confined spaces in which entry is intended as listed and described in the City’s Attribute and Map Book. This information includes identified hazards for each permit-required confined space. 3. Each contractor shall have their own confined space entry program. Upon request of the City they will provide a statement confirming they are in compliance with their confined space entry program including requirements for confined space training for employees associated with the project in Renton. 4. Be responsible for following all confined space requirements established by the provisions in WAC 296-809 and its chapters. 5. Coordinate entry operations with the City of Renton when employees from the contractor will be working in or near City confined spaces. 6. Discuss entry operations with the City of Renton including the program followed during confined space entry. 7. Debrief the City on any hazards confronted or created at the completion of entry operations. 8. Place signs stating, “Danger, Follow Confined Space Entry Procedure before Entering” at each confined space to be entered. Never leave the confined space open and unattended. 03/07/2018 37 The contractor’s or consultant’s point of contact with the City in regard to confined space entry will be the City’s assigned construction inspector. 1-08 PROSECUTION AND PROGRESS 1-08.0 Preliminary Matters Section 1-08.0 is a new section with subsection: (******) 1-08.0(1) Preconstruction Conference Section 1-08.0(1) is a new subsection: (******) The Engineer will furnish the Contractor with copies of the Contract Documents per Section 1-02.2 “Plans and Specifications”. Additional documents may be furnished upon request at the cost of reproduction. Prior to undertaking each part of the Work the Contractor shall carefully study and compare the Contract Documents, and check and verify pertinent figures shown therein and all applicable field measurements. The Contractor shall promptly report in writing to the Engineer any conflict, error or discrepancy, which the Contractor may discover. After the Contract has been executed, but prior to the Contractor beginning the Work, a preconstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited. The Contractor shall prepare and submit at the preconstruction meeting:  Contractor's plan of operation and progress schedule (3+ copies)  Approval of qualified subcontractors (bring list of subcontractors if different from list submitted with bid)  List of materials fabricated or manufactured off the project  Material sources on the project  Names of principal suppliers  Detailed equipment list, including “Rental Rate Blue Book” hourly costs (both working and standby rates)  Weighted wage rates for all employee classifications anticipated to be used on Project  Cost percentage breakdown for lump sum bid item(s)  Shop Drawings (bring preliminary list)  Traffic Control Plans (3+ copies)  Temporary Water Pollution/Erosion Control Plan In addition, the Contractor shall be prepared to address: Bonds and insurance Project meetings – schedule and responsibilities Provision for inspection for materials from outside sources Responsibility for locating utilities Responsibility for damage Time schedule for relocations, if by other than the Contractor Compliance with Contract Documents Acceptance and approval of Work Labor compliance, payrolls, and certifications Safety regulations for the Contractors’ and the Owner's employees and representatives Suspension of Work, time extensions Change order procedures Progress estimates, procedures for payment Special requirements of funding agencies Construction engineering, advance notice of special Work Any interpretation of the Contract Documents requested by the Contractor 03/07/2018 38 Any conflicts or omissions in Contract Documents Any other problems or questions concerning the Work Processing and administration of public complaints Easements and rights-of-entry Other contracts The franchise utilities may be present at the preconstruction conference, and the Contractor should be prepared for their review and discussion of progress schedule and coordination. 1-08.0(2) Hours of Work Section 1-08.0(2) is a new subsection: (******) Except in the case of emergency or unless otherwise approved by the Contracting Agency, the normal straight time working hours for the Contract shall be any consecutive 8-hour period between 7:00 a.m. and 5:00 p.m. of a working day with a maximum 1-hour lunch break and a 5-day Work week. The normal straight time 8-hour working period for the Contract shall be established at the preconstruction conference or prior to the Contractor commencing the Work. If a Contractor desires to perform Work before 7:00 a.m. or after 5:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to Work such times. Permission to Work longer than an 8-hour period between 7:00 a.m. an5:00 p.m. is required. Such requests shall be submitted to the Engineer no later than noon on the working day prior to the day for which the Contractor is requesting permission to Work. Permission to Work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 7:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue Wo rk during these hours may be revoked at any time the Contractor exceeds the Contracting Agency’s noise control regulations or complaints are received from the public or adjoining property owners regarding the noise from the Contractor’s operations. The Contractor shall have no claim for damages or delays should such permission be revoked for these reasons. Permission to Work Saturdays, Sundays, holidays or other than the agreed upon normal straight time working hours Monday through Friday may be given subject to certain other conditions set forth by the Contracting Agency or the Engineer. These conditions may include but are not limited to: requiring the Engineer or such assistants as the Engineer may deem necessary to be present during the Work; requiring the Contractor to reimburse the Contracting Agency for the cost of engineering salaries paid Contracting Agency employees who worked during such times; considering the Work performed on Saturdays, Sundays, and holidays as working days with regards to the Contract Time; and considering multiple Work shifts as multiple working days with respect to Contract Time even though the multiple shifts occur in a single 24-hour period. Assistants may include, but are not limited to, survey crews; personnel from the material testing labs; inspectors; and other Contracting Agency employees when in the opinion of the Engineer such Work necessitates their presence. 03/07/2018 39 1-08.0(3) Reimbursement for Overtime Work of Contracting Agency Employees Section 1-08.0(3) is a new subsection: (******) Where the Contractor elects to Work on a Saturday, Sunday, holiday, or longer than an 8-hour Work shift on a regular working day, as defined in the Standard Specifications, such Work shall be considered as overtime Work. On all such overtime Work an inspector will be present, and a survey crew may be required at the discretion of the Engineer. The Contractor shall reimburse the Contracting Agency for the full amount of the straight time plus overtime costs for employees and representative(s) of the Contracting Agency required to work overtime hours. The Contractor by these Specifications does hereby authorize the Engineer to deduct such costs from the amount due or to become due the Contractor. 1-08.1 Subcontracting Revise the second paragraph to read: The Contractor shall not subcontract Work unless the Engineer approves in writing. Each request to subcontract shall be on the form the Engineer provides. If the Engineer requests, the Contractor shall provide proof that subcontractor has the experience, ability, and equipment the Work requires. The Contractor shall require each subcontractor to comply with Section 1-07.9 and to furnish all certificates and statements required by the Contract. The Contractor shall require each subcontractor of every tier to meet the responsibility criteria stated in RCW 39.06, and shall include these requirements in every subcontract of every tier. Section 1-08.1 is supplemented as follows: (******) Written requests for change in subcontractors shall be submitted by the Contractor to the Engineer at least 7 calendar days prior to start of a subcontractor's Work. The Contractor agrees that he/she is fully responsible to the Owner for the acts and omissions of all subcontractors and lower-tier subcontractors, and persons either directly or indirectly employed by the subcontractors, as well as for the acts and omissions of persons directly employed by the Contractor. The Contractor shall be required to give personal attention to the Work that is sublet. Nothing contained in the Contract Documents shall create any contractual relation between any subcontractor and the Owner. The Contractor shall be responsible for making sure all subcontractors submit all required documentation, forms, etc. 1-08.2 Assignment The second paragraph of Section 1-08.2 is modified as follows: (******) The Contractor shall not assign any moneys due or to become due to the Contractor hereunder without the prior written consent of the Owner. The assignment, if approved, shall be subject to all setoffs, withholdings, and deductions required by law and the Contract. 1-08.3 Progress Schedule Section 1-08.3 is supplemented as follows: (******) The progress schedule for the entire project shall be submitted 7 calendar days prior to the Preconstruction Conference. The schedule shall be prepared using the critical path method (CPM), preferably using Microsoft Project or equivalent software. The schedule shall contain this information, at a minimum: 1. Construction activities, in sufficient detail that all activities necessary to construct a complete and functional project are considered. Any activity that has a scheduled duration exceeding 30 calendar days shall be subdivided until no sub-element has a duration exceeding 30 calendar days. 2. The schedule shall clearly indicate the activities that comprise the critical path. For each 03/07/2018 40 activity not on the critical path, the schedule shall show the float, or slack, time. 3. Procurement of material and equipment. 4. Submittals requiring review by the Engineer. Submittal by the Contractor and review by the Engineer shall be shown as separate activities. 5. Work to be performed by a subcontractor, agent, or any third party. 6. Allowances for delays that could result from normal inclement weather (time extensions due to inclement weather will not be allowed). 7. Allowances for the time required by utilities (Owner’s and others) to locate, monitor, and adjust their facilities as required. The Engineer may request the Contractor to alter the progress schedule when deemed necessary in the opinion of the Engineer, in the interest of public safety and welfare of the Owner, or for coordination with any other activity of other contractors, the availability of all or portions of the job site, or special provisions of this Contract, or to reasonably meet the completion date of the project. The Contractor shall provide such revised schedule within 10 days of request. If, at any time, in the opinion of the Engineer, the progress of construction falls significantly behind schedule, the Contractor may be required to submit a plan for regaining progress and a revised schedule indicating how the remaining Work items will be completed within the authorized contract time. The Contractor shall promptly report to the Engineer any conditions that the Contractor feels will require revision of the schedule and shall promptly submit proposed revisions in the progress schedule for acceptance by the Engineer. When such changes are accepted by the Engineer, the revised schedule shall be followed by the Contractor. Weekly Schedule. The Contractor shall submit a weekly progress schedule to the Engineer which sets forth specific Work to be performed the following week, and a tentative schedule for the second week. Failure to Maintain Progress Schedule. The Engineer will check actual progress of the Work against the progress schedule a minimum of two times per month. Failure, without just cause, to maintain progress in accordance with the approved schedule shall constitute a breach of Contract. If, through no fault of the Contractor, the proposed construction schedule cannot be met, the Engineer will require the Contractor to submit a revised schedule to the Engineer for acceptance. The approved revisions will thereafter, in all respects, apply in lieu of the original schedule. Failure of the Contractor to follow the progress schedule submitted and accepted, including revisions thereof, shall relieve the Owner of any and all responsibility for furnishing and making available all or any portion of the job site, and will relieve the Owner of any responsibility for delays to the Contractor in the performance of the Work. The cost of preparing the progress schedule, any supplementary progress schedules, and weekly schedules shall be considered incidental to the Contract and no other compensation shall be made. 1-08.4 Notice to Proceed and Prosecution of the Work Section 1-08.4 is replaced with the following: (******) Notice to Proceed will be given after the Contract has been executed and the Contract bond and evidence of insurances have been approved and filed by the Owner. The Contractor shall not commence the Work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the project site within ten days of the Notice to Proceed date. The Work thereafter shall be prosecuted diligently, vigorously, and without unauthorized interruption until physical completion of the Work. There shall be no voluntary shutdowns or slowing of operations by the Contractor without prior approval of the Engineer. Such approval shall not relieve the Contractor from the contractual obligation to complete the Work within the prescribed Contract Time. 03/07/2018 41 1-08.5 Time For Completion The first five paragraphs of Section 1-08.5 are deleted and replaced with the following: (******) The Work shall be physically completed in its entirety within the time specified in the Contract Documents or as extended by the Engineer. The Contract Time will be stated in “working days”, shall begin on the Notice To Proceed date, or the date identified in the Notice to Proceed as “the first working day”, and shall end on the Contract Completion date. A non-working day is defined as a Saturday, a Sunday, a day on which the Contract specifically suspends Work, or one of these holidays: January 1, third Monday of January, Memorial Day, July 4, Labor Day, November 11, Thanksgiving Day, the day after Thanksgiving, and Christmas Day. The day before Christmas shall be a holiday when Christmas Day occurs on a Tuesday or Friday. The day after Christmas shall be a holiday when Christmas Day occurs on a Monday, Wednesday, or Thursday. When Christmas Day occurs on a Saturday, the two preceding working days shall be observed as holidays. When Christmas day occurs on a Sunday, the two working days following shall be observed as holidays. When holidays other than Christmas fall on a Saturday, the preceding Friday will be counted as a non-working day and when they fall on a Sunday the following Monday will be counted as a non-working day. The Contract Time has been established to allow for periods of normal inclement weather that, from historical records, is to be expected during the Contract Time, and during which periods, Work is anticipated to be performed. Each successive working day, beginning with the Notice to Proceed date and ending with the Physical Completion date, shall be charged to the Contract Time as it occurs except a day, or part of a day, which is designated a non-working day or an Engineer determined unworkable day. The Engineer will furnish the Contractor a weekly report showing (1) the number of working days charged against the Contract Time for the preceding week; (2) the Contract Time in working days; (3) the number of working days remaining in the Contract Time; (4) the number of non-working days; and (5) any partial or whole days the Engineer declared unworkable the previous week. This weekly report will be correlated with the Contractor’s current approved progress schedule. If the Contractor elects to work 10 hours a day and 4 days a week (a 4-10 schedule), and the fifth day of the week in which a 4-10 shift is worked would ordinarily be charged as a working day, then the fifth day of that week will be charged as a working day whether or not the Contractor works on that day. The Contractor will be allowed 10 calendar days from the date of each report in which to file a written protest of an alleged discrepancy in the Contract Time as reported. Otherwise, the report will be deemed to have been accepted by the Contractor as correct. The requirements for scheduling the Final Inspection and establishing the Substantial Completion, Physical Completion, and Completion Dates are specified in Sections 1-05.11 and 1-05.12. Revise the seventh paragraph to read: (******) The Engineer will give the Contractor written notice of the completion date of the Contract after all the Contractor’s obligations under the Contract have been performed by the Contractor. The following events must occur before the Completion Date can be established: 1. The physical Work on the project must be complete; and 2. The Contractor must furnish all documentation required by the Contract and required by law, to allow the Contracting Agency to process final acceptance of the Contract. The following documents must be received by the Project Engineer prior to establishing a completion date: a. Certified Payrolls (Federal-aid Projects) b. Material Acceptance Certification Documents c. Annual Report of Amounts Paid as MBE/WBE Participants or Quarterly Report of Amounts Credited as DBE Participation, as required by the Contract Provisions. 03/07/2018 42 d. FHWA 47 (Federal-aid Projects) e. Final Contract Voucher Certification f. Property owner releases per Section 1-07.24 Section 1-08.5 is supplemented as follows: (******) Within 10 calendar days after execution of the Contract by the Contracting Agency, the Contractor shall provide the Contracting Agency with copies of purchase orders for all equipment items deemed critical by the Contracting Agency, including but not limited to signal controller materials, lighting standards, and signal standards required for the physical completion of the Contract. Such purchase orders shall disclose the estimated delivery dates for the equipment. All items of Work that can be performed without delivery of the critical items shall start and be completed as soon as possible. At that time, the Engineer may suspend the Work upon request of the Contractor until the critical items are delivered to the Contractor, if the Contracting Agency received a purchase order within 10 calendar days after execution of the Contract by the Contracting Agency. The Contractor will be entitled to only one such suspension of time during the performance of the Work and during such suspension shall not perform any additional Work on the project. Upon delivery of the critical items, contract time will resume and continue to be charged in accordance with Section 1-08. 1-08.6 Suspension of Work Section 1-08.6 is supplemented as follows: (******) Owner may at any time suspend the Work, or any part thereof, by giving notice to the Contractor in writing. The Work shall be resumed by the Contractor within 14 calendar days after the date fixed in the written notice from the Owner to the Contractor to do so. The Contractor shall not suspend Work under the Contract without the written order of the Owner. If it has been determined that the Contractor is entitled to an extension of time, the amount of such extension shall be only to compensate for direct delays, and shall be based upon the Contractor's diligently pursuing the Work at a rate not less than that which would have been necessary to complete the original Contract Work on time. 1-08.7 Maintenance During Suspension Revise the second paragraph to read: (******) At no expense to the Contracting Agency, the Contractor shall provide through the construction area a safe, smooth, and unobstructed roadway, sidewalk, driveway, and path for public use during suspension (as required in Section 1-07.23 or the Special Provisions). This may include a temporary road or detour. 1-08.9 Liquidated Damages Section 1-08.9 is supplemented as follows: (******) In addition, the Contractor shall compensate the Owner for actual engineering inspection and supervision costs and any other expenses and legal fees incurred by the Owner as a result of such delay. Such labor costs will be billed to the Contractor at actual costs, including administrative overhead costs. In the event that the Owner is required to commence any lawsuit in order to enforce any provision of this Contract or to seek redress for any breach thereof, the Owner shall be entitled to recover its costs, including reasonable attorneys fees, from the Contractor. 03/07/2018 43 1-08.11 Contractor's Plant and Equipment Section 1-08.11 is a new Section: (******) The Contractor alone shall at all times be responsible for the adequacy, efficiency, and sufficiency of his and his subcontractor's plant and equipment. The Owner shall have the right to make use of the Contractor's plant and equipment in the performance of any Work on the site of the Work. The use by the Owner of such plant and equipment shall be considered as extra Work and paid for accordingly. Neither the Owner nor the Engineer assumes any responsibility, at any time, for the security of the site from the time the Contractor's operations have commenced until final acceptance of the Work by the Engineer and the Owner. The Contractor shall employ such measures as additional fencing, barricades, and watchmen service, as he deems necessary for the public safety and for the protection of the site and his plant and equipment. The Owner will be provided keys for all fenced, secured areas. 1-08.12 Attention to Work Section 1-08.12 is a new section: (******) The Contractor shall give his personal attention to and shall supervise the Work to the end that it shall be prosecuted faithfully, and when he is not personally present on the Work site, he shall at all times be represented by a competent superintendent who shall have full authority to execute the same, and to supply materials, tools, and labor without delay, and who shall be the legal representative of the Contractor. The Contractor shall be liable for the faithful observance of any instructions delivered to him or to his authorized representative. 1-09 MEASUREMENT AND PAYMENT 1-09.1 Measurement of Quantities Section 1-09.1 is supplemented by adding the following: (******) Lump Sum. The percentage of lump sum Work completed, and payment will be based on the cost percentage breakdown of the lump sum bid price(s) submitted at the preconstruction conference. The Contractor shall submit a breakdown of costs for each lump sum bid item. The breakdown shall list the items included in the lump sum together with a unit price of labor, materials, and equipment for each item. The summation of the detailed unit prices for each item shall add up to the lump sum bid. The unit price values may be used as a guideline for determining progress payments or deductions or additions in payment for ordered Work changes. Cubic Yard Quantities. The Contractor shall provide truck trip tickets for progress payments only in the following manner. Where items are specified to be paid by the cubic yard, the following tally system shall be used. All trucks to be employed on this Work will be measured to determine the volume of each truck. Each truck shall be clearly numbered, to the satisfaction of the Engineer, and there shall be no duplication of numbers. Duplicate tally tickets shall be prepared to accompany each truckload of material delivered on the project. All tickets received that do not contain the following information will not be processed for payment: 1 Truck number 2 Quantity and type of material delivered in cubic yards 3 Drivers name, date and time of delivery 4 Location of delivery, by street and stationing on each street 5 Place for the Engineer to acknowledge receipt 03/07/2018 44 6 Pay item number 7 Contract number and/or name It will be the Contractor's responsibility to see that a ticket is given to the Engineer on the project for each truckload of material delivered. Pay quantities will be prepared on the basis of said tally tickets. Loads will be checked by the Engineer to verify quantity shown on ticket. Quantities by Ton. It will be the Contractor's responsibility to see that a certified weight ticket is given to the Inspector on the project at the time of delivery of materials for each truckload delivered. Pay quantities will be prepared on the basis of said tally tickets, delivered to Inspector at time of delivery of materials. Tickets not receipted by Inspector will not be honored for payment. Each truck shall be clearly numbered to the satisfaction of the Engineer and there shall be no duplication of numbers. Duplicate tickets shall be prepared to accompany each truckload of material delivered to the project. All tickets received that do not contain the following information will not be processed for payment: 1. Truck number 2. Truck tare weight (stamped at source) 3. Gross truckload weight in tons (stamped at source) 4. Net load weight (stamped at source) 5. Driver's name, date, and time of delivery 6. Location for delivery by street and stationing on each street 7. Place for the Engineer to acknowledge receipt 8. Pay item number 9. Contract number and/or name 1-09.3 Scope of Payment Section 1-09.3 is supplemented by adding the following: (******) The bid items listed in Section 1-09.14 will be the only items for which compensation will be made for the Work described in each section of the Standard Specifications when the Contractor performs the specified Work. Should a bid item be listed in a “Payment” clause but not in the Proposal Form, and Work for that item is performed by the Contractor and the Work is not stated as included in or incidental to a pay item in the Contract and is not Work that would be required to complete the intent of the Contract per Section 1-04.1, then payment for that Work will be made as for Extra Work pursuant to a Change Order. The words “Bid Item,” “Contract Item,” and “Pay Item,” and similar terms used throughout the Contract Documents are synonymous. If the “payment” clause in the Specifications relating to any unit bid item price in the Proposal Form requires that said unit bid item price cover and be considered compensation for certain Work or material essential to the item, then the Work or material will not be measured or paid for under any other unit bid item which may appear elsewhere in the Proposal Form or Specifications. Pluralized unit bid items appearing in these Specifications are changed to singular form. Payment for bid items listed or referenced in the “Payment” clause of any particular section of the Specifications shall be considered as including all of the Work required, specified, or described in that particular section. Payment items will generally be listed generically in the Specifications, and specifically in the bid form. When items are to be “furnished” under one payment item and “installed” under another payment item, such items shall be furnished FOB project site, or, if specified in the Special Provisions, delivered to a designated site. Materials to be “furnished,” or “furnished and installed” under these conditions, shall be the responsibility of the Contractor with regard to storage until such items are incorporated into the Work or, if such items are not to be 03/07/2018 45 incorporated into the Work, delivered to the applicable Contracting Agency storage site when provided for in the Specifications. Payment for material “furnished,” but not yet incorporated into the Work, may be made on monthly estimates to the extent allowed. 1-09.6 Force Account Section 1-09.6 is supplemented as follows: (******) Owner has estimated and included in the proposal, dollar amounts for all items to be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts are to become a part of the Contractor’s total bid. However, the Owner does not warrant expressly or by implication that the actual amount of Work will correspond with those estimates. Payment will be made on the basis of the amount of Work actually authorized by the Engineer. 1-09.7 Mobilization Section 1-09.7 is supplemented as follows: (******) Mobilization shall also include, but not be limited to, the following items: the movement of Contractor's personnel, equipment, supplies, and incidentals to the project site; the establishment of an office, buildings, and other facilities necessary for Work on the project; providing sanitary facilities for the Contractor's personnel; and obtaining permits or licenses required to complete the project not furnished by the Owner. This item shall also include providing the Engineer and the Inspectors with access to telephone, facsimile machine, and copy machine during all hours the Contractor is working on the jobsite; and a table and chair for their use when needed. Payment will be made for the following bid item(s): “Mobilization & Demobilization,” Lump Sum. 1-09.9 Payments Delete the third paragraph and replace it with the following: (******) Progress payments for completed Work and material on hand will be based upon progress estimates prepared by the Engineer. A progress estimate cutoff date will be established at the preconstruction meeting. The initial progress estimate will be made not later than 30 days after the Contractor commences the Work, and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the Work are tentative, and made only for the purpose of determining progress payment. The progress estimates are subject to change at any time prior to the calculation of the final payment. The value of the progress estimate will be the sum of the following: 1. Unit Price Items in the Bid Form – the approximate quantity of acceptable units of Work completed multiplied by the unit price. 2. Lump Sum Items in the Bid Form – the estimated percentage complete multiplied by the Bid Forms amount for each lump sum item, or per the schedule of values for that item. 3. Materials on Hand – 100 percent of invoiced cost of material delivered to job site or other storage area approved by the Engineer. 4. Change Orders – entitlement for approved extra cost or completed extra Work as determined by the Engineer. 03/07/2018 46 Progress payments will be made in accordance with the progress estimate less: 1. Retainage per Section 1-09.9(1); 2. The amount of Progress Payments previously made; and 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents. Progress payments for Work performed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any Work has been satisfactorily completed. Payments will be made by check or electronic transfer, issued by the Contracting Agency’s fiscal officer, against the appropriate fund source for the project. Payments received on account of Work performed by a subcontractor are subject to the provisions of RCW 39.04.250. Section 1-09.9 is supplemented as follows: (******) Applications for payment shall be itemized and supported to the extent required by the Engineer by receipts or other vouchers showing payment for materials and labor, payments to subcontractors, and other such evidence of the Contractor's right to payment as the Engineer may direct, including “red line” as-built drawings showing work installed by the contractor during the progress payment period. The Contractor shall submit a progress report with each monthly request for a progress payment. The progress report shall indicate the estimated percent complete for each activity listed on the progress schedule (see Section 1-08.3) and a revised and updated schedule to reflect the most current project completion date. 1-09.9(1) Retainage Section 1-09.9(1) is supplemented as follows: (******) The retained amount shall be released as stated in the Standard Specifications if no claims have been filed against such funds as provided by law, and if the Owner has no unsatisfied claims against the Contractor. In the event claims are filed, the Owner shall withhold, until such claims are satisfied, a sum sufficient to satisfy all claims and to pay attorney's fees. In addition, the Owner shall withhold such amount as is required to satisfy any claims by the Owner against the Contractor, until such claims have been finally settled. Neither the final payment nor any part of the retained percentage shall become due until the Contractor, if requested, delivers to the Owner a complete release of all liens arising out of this Contract, or receipts in full in lieu thereof, and, if required in either case, an affidavit that so far as the Contractor has knowledge or information, the release and receipts include all labor and materials for which a lien could be filed: but the Contractor may, if any subcontractor refuses to furnish a release or receipt in full, furnish a bond satisfactorily to the Engineer to indemnify the Owner against the lien. If any lien remains unsatisfied after all payments are made, the Contractor shall reimburse to the Owner all monies that the latter may be compelled to pay in discharging such lien, including all costs and reasonable engineer's and attorney's fees. 1-09.9(2) Contracting Agency’s Right to Withhold and Disburse Certain Amounts Section 1-09.9(2) is a new section: (******) 03/07/2018 47 In addition to monies retained pursuant to RCW 60.28 and subject to RCW 39.04.250, RCW 39.12 and RCW 39.76, the Contractor authorizes the Engineer to withhold progress payments due or deduct an amount from any payment or payments due the Contractor which, in the Engineer’s opinion, may be necessary to cover the Contracting Agency’s costs for or to remedy the following situations: 1. Damage to another contractor when there is evidence thereof and a claim has been filed. 2. Where the Contractor has not paid fees or charges to public authorities of municipalities, which the Contractor is obligated to pay. 3. Utilizing material tested and inspected by the Engineer, for purposes not connected with the Work (Section 1-05.6). 4. Landscape damage assessments per Section 1-07.16. 5. For overtime Work performed by City personnel per Section 1-08.1(4). 6. Anticipated or actual failure of the Contractor to complete the Work on time: a. Per Section 1-08.9 Liquidated Damages; or b. Lack of construction progress based upon the Engineer’s review of the Contractor’s approved progress schedule, which indicates the Work will not be complete within the contract time. When calculating an anticipated time overrun, the Engineer will make allowances for weather delays, approved unavoidable delays, and suspensions of the Work. The amount withheld under this subparagraph will be based upon the liquidated damages amount per day set forth in Contract Documents multiplied by the number of days the Contractor’s approved progress schedule, in the opinion of the Engineer, indicates the Contract may exceed the Contract Time. 7. Failure of the Contractor to perform any of the Contractor’s other obligations under the Contract, including but not limited to: a. Failure of the Contractor to provide the Engineer with a field office when required by the Contract Provisions. b. Failure of the Contractor to protect survey stakes, markers, etc., or to provide adequate survey Work as required by Section 1-05.5. c. Failure of the Contractor to correct defective or unauthorized Work (Section 1-05.8). d. Failure of the Contractor to furnish a Manufacture’s Certificate of Compliance in lieu of material testing and inspection as required by Section 1-06.3. e. Failure to submit weekly payrolls, Intent to Pay Prevailing Wage forms, or correct underpayment to employees of the Contractor or subcontractor of any tier as required by Section 1-07.9. f. Failure of the Contractor to pay worker’s benefits (Title 50 and Title 51 RCW) as required by Section 1-07.10. g. Failure of the Contractor to submit and obtain approval of a progress schedule per Section 1-08.3. The Contractor authorizes the Engineer to act as agent for the Contractor disbursing such funds as have been withheld pursuant to this Section to a party or parties who are entitled to payment. Disbursement of such funds, if the Engineer elects to do so will be made only after giving the Contractor 15 calendar days prior written notice of the Contracting Agency’s intent to do so, and if prior to the expiration of the 15-calendar day period, 1. No legal action has commenced to resolve the validity of the claims, and 2. The Contractor has not protested such disbursement. A proper accounting of all funds disbursed on behalf of the Contractor in accordance with this Section will be made. A payment made pursuant to this section shall be considered as payment made under the terms and conditions of the Contract. The Contracting Agency shall not be liable to the Contractor for such payment made in good faith. 1-09.9(3) Final Payment Section 1-09.9(2) is a new section: (******) Upon Acceptance of the Work by the Contracting Agency, the final amount to be paid the Contactor 03/07/2018 48 will be calculated based upon a Final Progress Estimate made by the Engineer. Acceptance by the Contractor of the final payment shall be and shall operate as a release: 1. To the Contracting Agency of all claims and all liabilities of the Contractor, other than claims in stated amounts as may be specifically excepted in writing by the Contractor; 2. For all things done or furnished in connection with the Work; 3. For every act and neglect by the Contracting Agency; and 4. For all other claims and liability relating to or arising out of the Work. A payment (monthly, final, retainage, or otherwise) shall not release the Contractor or the Contractor’s Surety from any obligation required under the terms of the Contract Documents or the Contract Bond; nor shall such payment constitute a waiver of the Contracting Agency’s ability to investigate and act upon findings of non-compliance with the WMBE requirements of the Contract; nor shall such payment preclude the Contracting Agency from recovering damages, setting penalties, or obtaining such other remedies as may be permitted by law. Before the Work will be accepted by the Contracting Agency, the Contractor shall submit an affidavit, on the form provided by the Engineer, of amounts paid to certified disadvantaged (DB), minority (MBE) or women business enterprises (WBE) participating in the Work. Such affidavit shall certify the amounts paid to the DB, MBE or WBE subcontractors regardless of tier. On federally funded projects the Contractor may also be required to execute and furnish the Contracting Agency an affidavit certifying that the Contractor has not extended any loans, gratuity or gift and money pursuant to Section 1-07.19 of these Specifications. If the Contractor fails, refuses, or is unable to sign and return the Final Progress Estimate or any other documents required for the final acceptance of the Contract, the Contracting Agency reserves the right to establish a completion date and unilaterally accept the Contract. Unilateral acceptance will occur only after the Contractor has been provided the opportunity, by written request from the Engineer, to voluntarily submit such documents. If voluntary compliance is not achieved, formal notification of the impending unilateral acceptance will be provided by certified letter from the Engineer to the Contractor that will provide 30 calendar days for the Contractor to submit the necessary documents. The 30-calendar day deadline shall begin on the date of the postmark of the certified letter from the Engineer requesting the necessary documents. This reservation by the Contracting Agency to unilaterally accept the Contract will apply to contracts that are completed in accordance with Section 1-08.5 for contracts that are terminated in accordance with Section 1- 08.10. Unilateral acceptance of the Contract by the Contracting Agency does not in any way relieve the Contractor of the provisions under contract or of the responsibility to comply with all laws, ordinances, and federal, state, and local regulations that affect the Contract. The date the Contracting Agency unilaterally signs the Final Progress Estimate constitutes the final acceptance date (Section 1-05.12). 1-09.11 Disputes and Claims 1-09.11(2) Claims Paragraph 5 is revised as follows: (******) Failure to submit with the Final Application for Payment such information and details as described in this section for any claim shall operate as a waiver of the claims by the Contractor as provided in Section 1-09.9. 1-09.11(3) Time Limitations and Jurisdiction Paragraph 1, Sentence 1 is revised as follows: (******) …such claims or causes of action shall be brought in the Superior Court of the county where the Work is performed. 03/07/2018 49 1-09.13 Claims and Resolutions 1-09.13(3) Claims $250,000 or Less Delete this Section and replace it with the following: (******) The Contractor and the Contracting Agency mutually agree that those claims that total $250,000 or less, submitted in accordance with Section 1-09.11 and not resolved by nonbonding ADR processes, shall be resolved through litigation, unless the parties mutually agree in writing to resolve the claim through binding arbitration. 1-09.13(3)A Administration of Arbitration Revise the third paragraph to read: (******) The Contracting Agency and the Contractor mutually agree to be bound by the decision of the arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the Superior Court of the county in which the Contracting Agency’s headquarters are located. The decision of the arbitrator and the specific basis for the decision shall be in writing. The arbitrator shall use the Contract as a basis for decisions. 1-09.13(3)B Procedures to Pursue Arbitration Section 1-09.13(3)B is supplemented by adding: (******) The findings and decision of the board of arbitrators shall be final and binding on the parties, unless the aggrieved party, within 10 days, challenges the findings and decision by serving and filing a petition for review by the superior court of King County, Washington. The grounds for the petition for review are limited to showing that the findings and decision: 1. Are not responsive to the questions submitted; 2. Is contrary to the terms of the contract or any component thereof; 3. Is arbitrary and/or is not based upon the applicable facts and the law controlling the issues submitted to arbitration. The board of arbitrators shall support its decision by setting forth in writing their findings and conclusions based on the evidence adduced at any such hearing. The arbitration shall be conducted in accordance with the statutes of the State of Washington and court decisions governing such procedure. The costs of such arbitration shall be borne equally by the City and the Contractor unless it is the board's majority opinion that the Contractor's filing of the protest or action is capricious or without reasonable foundation. In the latter case, all costs shall be borne by the Contractor. 1-09.14 Payment Schedule Measurement and Payment Schedule for Bid Items in This Project Proposal Section 1-09.14 is a new section: (******) GENERAL 1-09.14(1) Scope Section 1-09.14(1) is a new section: (******) A. Payment for the various items of the bid sheets, as further specified herein, shall include all compensation to be received by the Contractor for furnishing all tools, equipment, supplies, and manufactured articles, and for all labor, operations, and incidentals appurtenant to the items of Work being described, as necessary to complete the various items of the Work all in accordance with the requirements of the Contract Documents, including all appurtenances thereto, and including all costs of compliance with the regulations of public agencies having jurisdiction, including Safety and Health Administration of the U.S. Department of Labor (OSHA). No separate payment will be made for any item that is not specifically set forth in the Bid Schedules, and all costs therefore shall be included in the prices named in the Bid 03/07/2018 50 Schedules for the various appurtenant items of Work. B. The Owner shall not pay for material quantities, which exceed the actual measured amount used and approved by the Engineer. C. It is the intention of these Specifications that the performance of all Work under the bid for each item shall result in the complete construction, in an accepted operating condition, of each item. Work and material not specifically listed in the proposal but required in the Plans, Specifications, and general construction practice, shall be included in the bid price. No separate payment will be made for these incidental items. 1-09.14(2) Bid Items Section 1-09.14(2) is a new section: (******) See Technical Specifications Division 18 (Measurement and Payment) for Bid Items. TECHNICAL SPECIFICATIONS Technical Specifications Table of Contents i Division 1 General ...........................................................................................................................1-1 1.10 General ........................................................................................................................................... 1-1 1.11.01 Project Description................................................................................................................ 1-1 1.11.02 Reuse of Documents ............................................................................................................. 1-1 1.11.03 Electronic Data ...................................................................................................................... 1-1 1.15 Warranty .................................................................................................................................... 1-2 1.30 Administrative ................................................................................................................................ 1-2 1.31 Responsibilities .......................................................................................................................... 1-2 1.31.1 Contractor’s Responsibility ..................................................................................................... 1-2 1.31.2 Owner Inspector’s Responsibility ........................................................................................... 1-3 1.33 Submittals .................................................................................................................................. 1-3 1.33.1 Submittal and Shop Drawings ................................................................................................. 1-3 1.33.2 Substitutions ........................................................................................................................... 1-5 1.33.2.1 Prior to Bid Opening ............................................................................................................. 1-5 1.33.2.2 After Contract Execution ...................................................................................................... 1-5 1.40 Quality Control ............................................................................................................................... 1-5 1.42 Reference Specifications ............................................................................................................ 1-5 1.70 Execution and Closeout ................................................................................................................. 1-6 1.75 Testing, Startup, and Operation ................................................................................................. 1-6 1.75.01 Schedule ................................................................................................................................ 1-6 1.75.03 Scheduling of Owner Review for Testing .............................................................................. 1-6 1.75.06 Electrical and Control Systems Testing ................................................................................. 1-6 1.79 Training and Documentation ..................................................................................................... 1-6 1.79.1 Training ................................................................................................................................... 1-7 1.79.2 Operation and Maintenance Manuals .................................................................................... 1-7 1.79.3 Construction Record Drawings ............................................................................................... 1-8 Division 17 Automatic Control ....................................................................................................... 17-1 17.00 General ....................................................................................................................................... 17-1 17.05 Common Work for Automatic Control ................................................................................... 17-1 17.06 Control System Integrator...................................................................................................... 17-5 Technical Specifications Table of Contents ii 17.07 Control System Programmer (Control System Programmer Contracted Directly by Owner)......................................................................................................................................... 17-7 17.08 System Description .................................................................................................................... 17-8 17.10 Panels ....................................................................................................................................... 17-10 17.11 Panel Certifications .............................................................................................................. 17-10 17.12 Equipment Panels ................................................................................................................ 17-10 17.20 Panel Components ................................................................................................................... 17-11 17.20.3 Terminal Blocks ................................................................................................................. 17-11 17.21 Power Supply and Protection .................................................................................................. 17-12 17.21.2 Normal Power Supply ....................................................................................................... 17-12 17.21.3 Backup Power Supply ........................................................................................................ 17-12 17.21.5 Line Protection Units – Low Current ................................................................................. 17-13 17.21.6 Line Protection Units – High Current ................................................................................ 17-13 17.22 Wire and Cable ......................................................................................................................... 17-14 17.22.2 Wiring ................................................................................................................................ 17-14 17.22.3 Cables ................................................................................................................................ 17-14 17.24 Switches and Relays ................................................................................................................. 17-14 17.24.2 Selector Switch .................................................................................................................. 17-14 17.24.3 Pushbuttons ...................................................................................................................... 17-15 17.24.4 Panel Relays ...................................................................................................................... 17-15 17.25 Indicating Lights and Readouts ................................................................................................ 17-17 17.25.2 Pilot Lights ......................................................................................................................... 17-17 17.30 Intelligent Control Units ........................................................................................................... 17-17 17.31 Programmable Logic Controllers (PLC) ................................................................................ 17-17 17.31.2 Programmable Logic Controller (PLC) System .................................................................. 17-17 17.33 Network Equipment and Computers ....................................................................................... 17-21 17.33.1 Industrial Network Equipment .......................................................................................... 17-21 17.40 Remote Communication Devices ............................................................................................. 17-22 17.41 Radio Systems ...................................................................................................................... 17-22 17.90 Testing, Startup, and Training .................................................................................................. 17-22 17.90.1 Common Work for Testing, Startup, and Training ............................................................ 17-22 Technical Specifications Table of Contents iii 17.91 Tests and Inspections ........................................................................................................... 17-23 17.93 Training ................................................................................................................................ 17-25 17.94 Documentation .................................................................................................................... 17-26 17.94.2 Operations and Maintenance Manuals ............................................................................ 17-26 Division 18 Measurement and Payment ........................................................................................ 18-1 18.0 General ......................................................................................................................................... 18-1 Schedule A – Sewer Control Panels Bid Item A1 – Mobilization and Demobilization .............................................................................. 18-1 Bid Item A2 – Cottonwood Lift Station Telemetry Control Panel .................................................... 18-1 Bid Item A3 – East Valley Lift Station Telemetry Control Panel ....................................................... 18-1 Bid Item A4 – Spare Lift Station Telemetry Control Panels ............................................................. 18-1 Schedule B – Stormwater Control Panels Bid Item B1 – Mobilization and Demobilization .............................................................................. 18-1 Bid Item B2 – Oakesdale Lift Station Telemetry Control Panel........................................................ 18-2 Bid Item B3 – Rainier Lift Station Telemetry Control Panel ............................................................. 18-2 Bid Item B4 – Stormwater Department Spare Parts ........................................................................ 18-2 THIS PAGE INTENTIONALLY LEFT BLANK 1-1 J:\Data\REN\117-037\Control Panel Design\Specs\1 General.docx 2/22/2018 6:28 AM © 2018 RH2 Engineering, Inc. Division 1 General 1.10 GENERAL Sections in these specifications titled “Common Work for . . .” shall apply to all following subsections whether directly referenced or not. Sections in these specifications titled “Related Sections” shall be read as integral to the specification as if they were fully detailed within. All work and materials described in such sections shall be provided and performed by the Contractor. 1.11.01 Project Description The 2018 Sewer and Stormwater Telemetry Upgrade Project consists of the fabrication of six (6) lift station telemetry control panels. Four (4) control panels shall be fabricated for the City’s sewer lift stations and shall include Cottonwood Lift Station, East Valley Lift Station, and two (2) spare control panels. Two (2) control panels shall be fabricated for the City’s stormwater lift stations and shall include Oakesdale Lift Station and Rainier Lift Station. This project shall include fabrication of the control panels and delivery to the City shops. Installation of the control panels is not included as part of this project. 1.11.02 Reuse of Documents Contractor and any Subcontractor or Supplier shall not: 1. Have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer or its consultants, including electronic media editions; or 2. Reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of Owner and Engineer and specific written verification or adaptation by Engineer. The prohibitions of this Paragraph will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 1.11.03 Electronic Data 1. Unless otherwise stated in the Supplementary Conditions, the data furnished by Owner to Contractor, or by Contractor to Owner, that may be relied upon are limited to the printed copies (also known as hard copies). Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user’s sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. 2. Because data stored in electronic media format can deteriorate or be modified inadvertently or otherwise without authorization of the data’s creator, the party receiving electronic files agrees that it will perform acceptance tests or procedures within 30 days, after which the receiving party shall be deemed to have accepted the data thus transferred. City of Renton Spring 2018 2018 Sewer and Stormwater Telemetry Upgrades Division 1 - General 1-2 J:\Data\REN\117-037\Control Panel Design\Specs\1 General.docx 2/22/2018 6:28 AM © 2018 RH2 Engineering, Inc. Any errors detected within the 30-day acceptance period will be corrected by the transferring party. 3. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data’s creator. 4. Computer Aided Design (CAD) files will not be made available to the Contractor . This includes AutoCAD™, Civil3D™, or other similar file types. Only printed hard copies or electronic representations of hard copies (e.g. PDF) will be provided. 1.15 Warranty The Contractor shall warrant all work and products for a period of two (2) years following project acceptance except for those components and listed warrantees below. The date of project acceptance is defined as the date the final payment is sent to the Contractor from the Owner. Warranty does not cover damage due to misuse by the Owner or conditions outside of the Owner or Contractor’s control or exceptional events (force majeure) including war, strikes, floods (water exceeding normal high water mark), rainfall in excess of 100 year storm event, fire, earthquakes, high winds (over 85 mph for 3 seconds peak gust), freezes below 10 degrees Fahrenheit (Western Washington), freezes below minus 10 degrees Fahrenheit (Eastern Washington), governmental restrictions, vandalism, and power failures or surges. The Contractor has control over workmanship, third party subcontractors and parts and materials used to complete the project. Warranties in addition to this warranty are listed in the following sections: • Division 17.05 and 17.90.1 Telemetry systems 1.30 ADMINISTRATIVE 1.31 Responsibilities 1.31.1 Contractor’s Responsibility The work included in this contract is shown on the contract plans and described in these project specifications. All work incidental and necessary to the completion of the work described and shown shall be performed by the Contractor. In submitting a bid for this project, the Bidder warrants that they are an expert in this and related work, that they understand the process and functions shown, and that various work and processes not shown but necessary for the successful operation of this project will be provided by the Contractor. The General (or Prime) Contractor is fully responsible for providing his subcontractors and suppliers with all relevant portions of the plans and specifications necessary to bid and construct the improvements. The Contractor and each of the Subcontractors are responsible for coordinating the required inspections. There are specific requirements for inspection responsibilities and the advance notice that must be given to minimize construction delays. It is the Contractor’s responsibility City of Renton Spring 2018 2018 Sewer and Stormwater Telemetry Upgrades Division 1 - General 1-3 J:\Data\REN\117-037\Control Panel Design\Specs\1 General.docx 2/22/2018 6:28 AM © 2018 RH2 Engineering, Inc. to be familiar with these requirements, include the coordination necessary in this estimate of project costs and schedule, and to comply with the requirements during construction. See Testing, Startup, and Operation section below for details. The Contractor shall be responsible for managing, coordinating, and overseeing his subcontractors, suppliers, manufacturers’ representatives, or any other persons performing Work. The Contractor shall have a competent representative, familiar with the project and work being performed, on-site at all times. 1.31.2 Owner Inspector’s Responsibility The Owner may elect to have a Consultant representative on site to inspect, monitor, observe and record construction progress. The Contractor maintains complete responsibility to verify construction is meeting the design intent and is being constructed in accordance with the plans and specifications. It is not the responsibility of the Consultant to address means and methods issues on site or to direct safety issues on site. The Consultant does not have the authority to stop the work. 1.33 Submittals 1.33.1 Submittal and Shop Drawings Submittals are required for all items installed on this contract. Submittals shall be addressed to: RH2 Engineering, Inc. 22722 29th Dr. SE, Suite 210 Bothell, WA 98021 Attn: Chris Roberts, P.E. Email: croberts@rh2.com Submittals may be provided in electronic format (preferred) or hard copy. Owner reserves the right to require the Contractor to provide hard-copy submittals at no additional cost to the Owner. Where hard-copy submittals are provided, Contractor shall submit three (3) copies; one set will be returned to the Contractor after review. Electronic submittal via email is acceptable, however the Contractor shall take responsibility to follow up with the Owner to verify that the submittal was received. The Owner assumes no responsibility for emails that do not make it to the recipient. In the case of electronic submittals, only one copy will be returned to the Contractor, either electronically or hard copy at the Owner’s discretion. Submittal data for each item shall contain sufficient information on each item to determine if it is in compliance with the contract requirements. Submittal cutsheets and datasheets shall be annotated by the Contractor and shall clearly indicate the equipment and materials that will be provided, including any options or additive items. No generic cutsheets or datasheets will be accepted. Items that are installed in the panels that have not been approved through the submittal process shall be removed and an approved product shall be furnished, all at the Contractor’s expense. City of Renton Spring 2018 2018 Sewer and Stormwater Telemetry Upgrades Division 1 - General 1-4 J:\Data\REN\117-037\Control Panel Design\Specs\1 General.docx 2/22/2018 6:28 AM © 2018 RH2 Engineering, Inc. Shop drawing review will be limited to general design requirements only, and shall not relieve the Contractor from responsibility for errors or omissions, or responsibility for consequences due to deviations from the contract documents. No changes may be made in any submittal after it has been reviewed except with written notice and approval from the Owner. Shop drawings shall be submitted on 8½-inch by 11-inch, 11-inch by 17-inch, or 22-inch by 34-inch sheets and shall contain the following information: • Project Name as it appears on the Document Cover. • Prime Contractor and Applicable Subcontractor. • RH2 Engineering. • Owner’s Name. • Applicable Specification and Drawings Reference. • A stamp showing that the Contractor has checked the equipment for conformance with the contract requirements, coordination with other work on the job, and dimensional suitability. • A place for the Engineer to stamp. Submittals that do not comply with these requirements may be returned to the Contractor for re-submittal. The Contractor shall revise and resubmit as necessary. Acceptable submittals will be reviewed as promptly as possible, and transmitted to the Contractor not later than 20 working days after receipt by the Engineer. Delays caused by the need for re-submittal shall not be a basis for an extension of contract time or delay damages. Shop drawings and submittals shall contain the following information for all items: A. Shop or equipment drawings, dimensions, and weights. B. Catalog information. C. Manufacturer’s specifications. D. Special handling instructions. E. Maintenance requirements. F. Wiring and control diagrams. G. List of contract exceptions. By approving and submitting shop drawings and samples, the Contractor warrants that they have determined and verified all field measurements, field construction criteria, materials, catalog numbers, and similar data, and have checked and coordinated each shop drawing with the requirements of the work and of the contract documents. The Owner will pay the costs and provide review services for a first and second review of each submittal item. Additional reviews shall be paid by Contractor by withholding the appropriate amounts from each payment estimate. The Contractor is responsible for identifying the shop drawings and submittals required for this project. Specific submittal requirements are listed in each section of these specifications. City of Renton Spring 2018 2018 Sewer and Stormwater Telemetry Upgrades Division 1 - General 1-5 J:\Data\REN\117-037\Control Panel Design\Specs\1 General.docx 2/22/2018 6:28 AM © 2018 RH2 Engineering, Inc. Specific submittal requirements are listed in each section of these specifications. 1.33.2 Substitutions Any product or construction method that does not meet these specifications will be considered a substitution. Substitutions must be approved prior to their installation or use on this project. No guarantee is made that product model numbers included in the specifications or on the plans are current at the time of bidding. The bidder shall provide pricing in their proposal for current versions of discontinued models. If the bidder is uncertain of the correct replacement model, or feels there is a price discrepancy, the bidder shall request a substitution following the requirements of section 1.33.2.1 Substitutions Prior to Bid Opening. Requests for price increases after award will not be accepted. 1.33.2.1 Prior to Bid Opening Before opening bids, the Owner may consider written requests from product suppliers or prime bidders for substitutions. All requests for substitution must be received by Owner a minimum of 7 working days prior to bid opening. Requests shall be accompanied by drawings and specifications in sufficient detail to allow the Owner to determine whether or not the substitute proposed is equal to that specified. All requests shall include a listing of any significant variations in material or methods from those specified. If there are no variations, a statement to that fact shall be included in the request for approval. The determination as to whether or not a proposed substitute is acceptable shall rest solely with the Owner. Approval of substitutions will be only by addendum. The bidder shall include, in the proposal, all costs for any modifications required to adopt the substitute. 1.33.2.2 After Contract Execution Within 10 working days after the date of the contract, the Owner shall consider formal requests from the Contractor for a substitution of products in place of those specified. Submit two copies of each request for a substitution. Data shall include the necessary change in panel fabrication methods, including a detailed description of the proposed method and related drawings illustrating the methods. An itemized comparison of each proposed substitution with product or method specified shall be provided. In making a request for a substitution, the Contractor represents that they have investigated the proposed product or method and has determined that it is equal or superior to the product specified. The Contractor shall coordinate the installation of accepted substitutions into the control panel fabrication work, making changes that may be required for the work to be completed. The Contractor waives all claims for additional costs related to substitutions. 1.40 QUALITY CONTROL 1.42 Reference Specifications Work under this contract shall be performed in accordance with applicable sections of the current Standard Specifications for Road, Bridge and Municipal Construction, Washington State Chapter, American Public Works Association, and Washington State Department of Transportation, hereafter referred to as the Standard Specifications. City of Renton Spring 2018 2018 Sewer and Stormwater Telemetry Upgrades Division 1 - General 1-6 J:\Data\REN\117-037\Control Panel Design\Specs\1 General.docx 2/22/2018 6:28 AM © 2018 RH2 Engineering, Inc. Certain other referenced standards used in this specification are from the latest editions of: • Washington Cities Electrical Code • NEC National Electrical Code 1.70 EXECUTION AND CLOSEOUT 1.75 Testing, Startup, and Operation 1.75.01 Schedule The placing of all improvements in service shall consist of three parts: “testing”, “startup”, and “operation”. Not less than 10 working days before the anticipated time for beginning testing, the Contractor shall notify and submit to the Owner for approval, a complete plan for the following: 1. Schedules for tests: A. Control system 2. Schedule of delivery to City maintenance shops. 3. Complete schedule of events to be accomplished during testing. 4. An outline of work remaining under the contract that will be carried out concurrently with the operation phases. The Co ntractor shall conduct all testing and shall be responsible for delivering all panels to the City maintenance shops. Testing shall not be cause for claims for delay by the Contractor and all expenses for testing shall be incidental to this contract. The Contractor shall make all arrangements for all materials, supplies, and labor necessary to efficiently complete the testing and delivery. 1.75.03 Scheduling of Owner Review for Testing See Division 17.91 for scheduling and notification requirements. 1.75.06 Electrical and Control Systems Testing See Division 17.90 for automatic control system testing. The telemetry control panels shall be tested prior to project completion. 1.79 Training and Documentation Failure to provide acceptable final documentation including O&M manuals and as-built drawings will result in non-payment of the appropriate bid item in the schedule of prices. The Contractor shall remove all tags and instructions that come packaged with or attached to equipment used on the project. Deliver all such documents to the Owner bound in a three ring binder or with the Operation and Maintenance Manual. Insert documents in sleeves if they cannot be punched. Scan all such documents to Adobe PDF format and provide with the Operation and Maintenance Manual. City of Renton Spring 2018 2018 Sewer and Stormwater Telemetry Upgrades Division 1 - General 1-7 J:\Data\REN\117-037\Control Panel Design\Specs\1 General.docx 2/22/2018 6:28 AM © 2018 RH2 Engineering, Inc. 1.79.1 Training See Division 17.93 for automatic control systems training. 1.79.2 Operation and Maintenance Manuals See also Division 17.94 for additional requirements for automatic control systems manuals. Detailed requirements for specific equipment and systems may also be included in their respective specification sections. Prior to the receipt of payment, the Contractor shall deliver to the Owner acceptable manufacturer’s operating and maintenance instructions covering equipment and systems fabricated on the Project requiring operational and/or maintenance procedures and for any additional items indicated by the Owner under this contract. The operating and maintenance instructions shall include, as a minimum, the following data for each coating and item of mechanical and electrical equipment: Products A. Equipment Identification including brand name, model number and serial numbers. B. Date of manufacture and date of fabrication. C. Complete as-built elementary wiring and one-line diagrams. D. Complete parts list, by generic title and identification number, complete with exploded views of each assembly. Maintenance A. Recommended spare parts. B. Recommended preventive maintenance procedures and schedules. Schedule shall be provided for daily, weekly, monthly, quarterly, semi-annually and annually maintenance. C. Disassembly and re-assembly instructions including parts identification and a complete parts breakdown for all equipment. D. Name, location, and telephone number of the nearest suppliers and spare parts warehouses. E. All manufacturers’ warranties. Include name, address, and telephone number of the manufacturer’s representative to be contacted for warranty, parts, or service information. Operation A. Recommended trouble-shooting and startup procedures. B. Recommended step-by-step operating procedures. C. Equipment specifications and guaranteed performance data. D. General manuals which describe several items not in the contract will not be accepted unless all references to irrelevant equipment are neatly eradicated or blocked out. City of Renton Spring 2018 2018 Sewer and Stormwater Telemetry Upgrades Division 1 - General 1-8 J:\Data\REN\117-037\Control Panel Design\Specs\1 General.docx 2/22/2018 6:28 AM © 2018 RH2 Engineering, Inc. Provide 3 hard copies of O&M manuals. A duplicate CD copy may be provided but shall not substitute a hard copy unless approved by the Owner. Each set of instructions shall be bound into multiple volumes; each volume to be complete with an index and bound in a suitable, hard-covered binder. Binders shall be of hardback construction with full-length metal hinge. Capacity shall be 3-inch to 5-inch as appropriate for the quantity of O&M documentation. More than one binder may be required for large projects. Binders shall be equal to Wilson-Jones WLJ344 series or WLJ369 series or Specialty Loose Leaf models 87784, 98085, 98086, or 98984. All operations and maintenance manuals shall be in pdf electronic file format. The pdf files shall be based upon the following types of sources: original pdf files from the manufacturers and / or pdf files created directly from other electronic file formats such as .doc, .docx, .xls, .xlsx, or .dwg but not image formats such as .jpg or .TIF. The use of image formats may be approved, but on a case by case basis. In general, scanning hardcopies into pdf files is not acceptable. Doing so may be approved, but on a case by case basis. Use standard page sizes which are: 8-1/2 inches by 11 inches 11 inches by 17 inches 22 inches by 34 inches Manuals shall be assembled and indexed so that information on each coating and piece of equipment can be readily found. Progress payments for the total contract work in excess of 90 percent completion may not be made until the operation and maintenance manual has been delivered and approved by the Owner, at their discretion. The Contractor shall secure and deliver to the Owner all equipment warranties and other warranties and guarantees required for all equipment and processes. Delivery shall be done at one time covering all major and minor equipment warranties. Copies of the warranties shall be included in each O & M Manual. See Division 1.15 for details regarding required warranties for specific components. 1.79.3 Construction Record Drawings Prior to receiving final payment for the work, the Contractor shall deliver a complete set of acceptable “As-Constructed” records to the Owner. Plans shall be made on clean, unmarked prints for this project in accordance with the following standards: • Yellow markings or highlights = deleted items • Red markings = new or modified items The Contractor shall provide “as-built” information on all items and work shown on the plans showing details of the finished product including dimensions, locations, outlines, changes, manufacturers, etc. The information must be in sufficient detail to allow the Owner’s personnel to locate, maintain, and operate the finished product and its various components. 17-1 J:\Data\REN\117-037\Control Panel Design\Specs\17 Automatic Control.docx 2/22/2018 6:31 AM © 2018 RH2 Engineering, Inc. Division 17 Automatic Control 17.00 GENERAL This division covers all work necessary for furnishing, adjusting, testing, and documenting, the Instrumentation and Control (I&C) and Telemetry System. Programmable logic controller (PLC) shall provide local, automatic control of on-site pumps. Sections in these specifications titled “Common Work for . . .” shall apply to all following related subsections whether directly referenced or not. These specifications are an integral part of the contract documents for the I&C and Telemetry portion of this contract. The written descriptions of system performance contained herein are given to assist the Contractor in interpreting the contract plans but are not intended to be all- inclusive. The Contractor shall be aware that all automatic control systems do not require the same components and accessories for complete system operation. Therefore, these specifications do not include all accessories and appurtenances required for a complete system. The Contractor shall, however, provide all accessories and appurtenances to result in a completely operational system as required to meet the functional requirements of these documents. Where specific equipment specifications are given, they are used to represent the level of quality required by these documents. 17.05 Common Work for Automatic Control Part 1 - General Summary The work under this division covers construction specifically described in these specifications. Project plans will be provided for this project. All work incidental and necessary to the completion of the project described herein shall be completed under the bid item listed in the bid proposal, and no other compensation will be allowed. The work generally consists of the following: • Detailed system layout and design for the particular equipment bid in accordance with these functional specifications. • Furnishing of I&C equipment including delivery, storage, software, programming, installation, testing, startup, and documentation. • Providing operator maintenance manuals for all equipment and devices provided this Contract. • Providing system training to the operators of the proposed equipment. References The project plans are based on Instrument Society of America (ISA) standards numbers S5.1, S5.2, S5.3, and S5.4. The Contractor is encouraged to be familiar with these standards since the project plans do not contain wiring or ladder diagrams, but are based on the fun ctional requirements of the ISA format. City of Renton Spring 2018 2018 Sewer and Stormwater Telemetry Upgrades Division 17 – Automatic Control 17-2 J:\Data\REN\117-037\Control Panel Design\Specs\17 Automatic Control.docx 2/22/2018 6:31 AM © 2018 RH2 Engineering, Inc. All equipment and materials shall conform to the latest revised editions of applicable standards published by the following organizations: • American National Standards Institute (ANSI). • Institute of Electrical and Electronic Engineers (IEEE). • National Electrical Manufacturers Association (NEMA). • Underwriters' Laboratories (U/L). • Instrument Society of America (ISA) All equipment and materials, and the design, construction, installation, and application thereof shall comply with all applicable provisions of the National Electrical Code (NEC), the Occupational Safety and Health Act (OSHA), and any applicable Federal, State, and local ordinances, rules and regulations. All materials and equipment specified herein shall be within the scope of UL examination services, be approved by the Underwriter's Laboratories for the purpose for which they are used and shall bear the UL label. All control panels shall bear a label by UL or by an approved testing authority for the completed assembled panel. Definitions Control System Integrator: A single company, who shall design and furnish the system, provide the instrument panels; provide the PLC’s, RTU, Motor Control Center, testing, training services, deliver the panels, and other instrument components. Control System Programmer: A single firm, pre-selected and Contracted by the owner, who shall furnish all programming, startup and training services related to programming. The Control System Programmer shall be RH2 Engineering, Inc. Submittals All submittals shall be complete, neat, orderly and indexed. Partial submittals will not be accepted. Submittal information shall be provided to the Owner for the following items: • Telemetry Control Panels • Operation and Maintenance Manuals per Division 1.79.2 and Division 17.94 • Full size nameplate wording schedules, in lettering style proposed for use. In addition to the requirements of Division 1.33, the Contractor shall develop and submit the following information provided by the Control System Integrator. Hardware Submittals Before any components are fabricated, and/or integrated into assemblies, or shipped to the Owner, the Contractor shall prepare a complete hardware submittal. The Engineer shall require five (5) sets, including fully detailed shop drawing, catalog cuts, wiring connections and such other descriptive matter and documentation as may be required to fully describe the equipment and to demonstrate its conformity to these Specifications. The decision of the Engineer, upon the acceptability of any submittal, shall be final. Catalog information shall be City of Renton Spring 2018 2018 Sewer and Stormwater Telemetry Upgrades Division 17 – Automatic Control 17-3 J:\Data\REN\117-037\Control Panel Design\Specs\17 Automatic Control.docx 2/22/2018 6:31 AM © 2018 RH2 Engineering, Inc. submitted for all components and equipment, regardless of whether or not it is of the same manufacture as that listed in the Specifications. System Plan Submittals Following approval of the hardware submittal, the Control System Integrator shall prepare complete system interconnect wiring diagrams and panel layout plans for approval. Plans The Control System Integrator shall develop all shop drawings required for design, fabrication, assembly and installation of the control system. Shop drawings shall include all plans required in manufacture of specialized components and for assembly and installation of them. Plans shall be prepared utilizing AutoCAD and printed on 11 inch by 17-inch media. Plans shall have borders and title blocks identifying the project system, revisions to the plans, and type of plan. Each revision of a plan shall carry a date and brief description of the revisions. Diagrams shall carry a date and brief description of the revisions. Diagrams shall carry a uniform and coordinated set of wire numbers and terminal block numbers in compliance with panel work wiring. Additionally, one set of electronic AutoCAD DWG files shall be provided to the Owner. Elementary Diagrams The Contractor shall provide elementary diagrams for all discrete loops. Loop diagrams shall be prepared in compliance with ISA S5.4 and shall be provided for all analog loops. Elementary diagrams and loop diagrams shall show circuits and devices of a system. These diagrams shall be arranged to emphasize device elements and their functions as an aid to understanding the operation of a system and maintaining or troubleshooting that system. Elementary and loop diagrams shall also show wire numbers, wire color codes, signal polarities, and terminal block numbers. Panel Fabrication and Arrangements Plans The Contractor shall provide arrangement plans of all panel front-and internal-mounted instruments, switches, devices and equipment indicated. All panel mounting details shall be shown. Outer dimensions of all panels shall be included on the plan. Deviations from approved arrangements require approval prior to installation. Arrangement plans shall be drawn to scale using standard Engineering scales. Warranty In addition to any other warranties required by the specifications, the entire PLC system will be warranted against defects in materials, workmanship and software functions for a period of two calendar years following the successful completion of the Functional Acceptance Test (FAT) and delivery to the Owner. The Contractor or designated service organization will be available on 24-hour notice to correct any system problems without charge to the Owner during the warranty period. Extra Materials The Contractor shall supply sufficient spare parts, components and assemblies to replace any defective or malfunctioning control component provided in this system. Any portion or City of Renton Spring 2018 2018 Sewer and Stormwater Telemetry Upgrades Division 17 – Automatic Control 17-4 J:\Data\REN\117-037\Control Panel Design\Specs\17 Automatic Control.docx 2/22/2018 6:31 AM © 2018 RH2 Engineering, Inc. component of the spare control panels that are to be fabricated as part of this project shall not satisfy the spare part requirement below. The spare parts identified below are separate from the spare control panels. Control components are considered any device or combination of devices without which normal automatic control as outlined in this specification cannot be accomplished, and includes: Stormwater Department Spare Parts: 1. The Contractor shall provide two spares of each part, component, or assembly, if more than ten (10) of those components are normally in use in the system. 2. One (1) box of each fuse type provided on this project. If ten (10) or more of a fuse type is provided for the project, then two (2) spare boxes shall be provided. 3. One (1) spare circuit breaker of each rating type provided on this project. 4. One (1) spare relay of each rating type provided on this project. 5. One (1) spare of each type of DC power supply and UPS module. 6. One (1) spare of each type of PLC I/O module and processor. Spare part components shall be packaged for at ease of field installation by non-trained personnel, so that no soldering or special skills are required for installation. All spare parts shall be delivered in a hinged plastic box that is purposefully made for this contract. The box shall have a parts list permanently attached to the inside lid which lists all parts and refers to them by numbered code visible on the outside of the package. Fragile components shall be adequately protected with cut foam. Electronic components shall be wrapped in ultra-violet inhibiting file. The exterior of the box shall be labeled “Telemetry Spare Parts – Stormwater Department” for stormwater department spare parts. Provide the boxes with lifting handles. Part 2 – Products Components These Specifications list major instruments required to provide the process instrumentation system. All instrument functions specified on this list shall be provided by the Control System Integrator. Any additional instruments required to complete the instrument loops because of certain characteristics of the particular equipment selected by the Control System Integrator shall be provided. Such additional instruments shall be provided and included in the original contract price even though not specified in the instrument index or on the plans. The following systems utilize automatic control: • Pump controls • Engine generator set controls Accessories Provide all accessories required to furnish a complete control system that meets the requirements of the Plans and Specifications. City of Renton Spring 2018 2018 Sewer and Stormwater Telemetry Upgrades Division 17 – Automatic Control 17-5 J:\Data\REN\117-037\Control Panel Design\Specs\17 Automatic Control.docx 2/22/2018 6:31 AM © 2018 RH2 Engineering, Inc. Source Quality Control Material shall be new, free from defects, and of the quality specified . All equipment and materials utilized in the system shall be the products of Manufacturers with at least five (5) years of experience in the manufacture of similar equipment. Similar items in the system shall be the products of the same Manufacturer. All equipment shall be of industrial grade and of standard construction, shall be capable of long, reliable, trouble-free service, and shall be specifically intended for control and monitoring of operation of motor -driven pumps and equipment. All equipment shall be of modular design to facilitate interchangeability of parts and to assure ease of servicing. Part 3 - Execution Installers Fabrication shall be performed by the workers who are skilled and experienced in the fabrication of I&C and Telemetry systems. Fabrication The control system shall be fabricated and constructed in accordance with the plans and instructions prepared by the Control System Integrator. Fabrication shall include all elements and components of control system and all interconnecting wiring between all elements and components. Equipment shall be located so that it is readily accessible for operation and maintenance. 17.06 Control System Integrator Part 1 - General Division of Responsibility All instrumentation and industrial electronic systems shall be provided under the supervision of a single Control System Integrator which is regularly engaged in the design and installation of such systems of similar scope and complexity. The Control System Integrator shall conform to and meet all requirements specified in the contract documents. Control System Integrator’s Responsibility The Control System Integrator shall be solely and completely responsible for the final design and assembly of the entire control system. Responsibilities include: • Provision of, and the detailed design of custom control panels. The plans show general layout of the control panels. The Integrator shall provide detailed scaled design of all components on and in the control panels and determine specific requirements. • The design of all interconnecting wiring of control equipment including remote control panels, packaged equipment panels, mechanical equipment with control components, etc. • Testing of the control panels in the Control System Integrator’s shop. • Coordinate with the Control System Programmer who has been selected by the Owner and are under separate contract with the Owner, to allow in-shop testing of the City of Renton Spring 2018 2018 Sewer and Stormwater Telemetry Upgrades Division 17 – Automatic Control 17-6 J:\Data\REN\117-037\Control Panel Design\Specs\17 Automatic Control.docx 2/22/2018 6:31 AM © 2018 RH2 Engineering, Inc. programming of all control devices and to execute the functions listed in the control strategies. • Develop an assembly and testing schedule, with the Control System Programmer to allow for testing of all new programs in the Control System Integrator’s shop. • Provide Training Services. Part 3 – Execution Installers The Control System shall be designed and fabricated by full time employees with a minimum of 5 years of experience (minimum of 1 year with Integrator). Integrators List The Control System Integrator shall be one of the following acceptable companies (Alphabetical Listing): • L2 Systems LLC – Everett, Washington • Quality Control Corporation (QCC) – Lynnwood, Washington • S&B Inc. (Stead & Associates) – Bellevue, Washington • Systems Interface Inc. – Mukilteo, Washington • Taurus Power and Controls, Inc. – Kent, Washington • Technical Systems, Inc. – Lynnwood, Washington Alternative Integrators Alternate Control System Integrators not listed above shall be considered for acceptability by the Owner based on following qualifications: 1. The Control System Integrator shall be an instrument and control system manufacturing company. 2. The Control System Integrator’s manufacturing and assembly facility shall be located within a 100-mile drive from Renton. 3. The Control System Integrator shall be specialized in the design, assembly, testing, installation and service of municipal water and wastewater control and communication systems in the Pacific Northwest for at least five years. 4. The Control System Integrator shall employ technicians and engineers with documented experience in the design, assembly, testing, installation, operation, calibration, trouble- shooting, service and repair of control and communication systems for municipal water and wastewater utilities. 5. The Control System Integrator shall have completed the design, assembly, testing and installation of control systems that include the instruments and devices cited on the Plans by specific manufacturer's name. City of Renton Spring 2018 2018 Sewer and Stormwater Telemetry Upgrades Division 17 – Automatic Control 17-7 J:\Data\REN\117-037\Control Panel Design\Specs\17 Automatic Control.docx 2/22/2018 6:31 AM © 2018 RH2 Engineering, Inc. An alternate Control System Integrator shall be subject to the approval by the Owner. Prior to placement of purchase orders for services and equipment, the following information about the alternate Control System Integrator shall be submitted for review by the Owner: 1. Description of ownership and organization of Integrator. 2. Resumes of principals and/or key employees who will be working directly in the engineering, assembly, testing and commissioning of the system for this project. 3. Description of expertise in design, assembly, testing and installation of control systems for municipal utility facilities. 4. Description of municipal control systems designed, assembled and installed in the last 5 years. Description shall include: • Names of employees involved in each system. • Detailed description and plans of each system. • Cost of each system. • Names and telephone numbers of persons involved in operation and maintenance of each system. • Description of the service capabilities normally provided by the company including resumes of employees assigned to field service and listing of service equipment. • Additional information that may assist the Owner in ascertaining the company's general ability to perform the work. The acceptability of the Integrator will be determined solely by the Owner. Approval of Personnel and Alternatives The Control System Integrator shall anticipate that the Owner may withhold approval of an alternative control system integrator if, in the opinion of the Owner, the Control System Integrator does not have the experience, capability or an acceptable performance and execution record of similar projects in the past. The Control System Integrator not approved by the Owner, shall not be entitled to an extension of time or to any claim for damages because of extra and unanticipated costs, hindrances, delays or complications caused by or resulting from the Owner not approving any Control System Integrator or employee for whatever reason. 17.07 Control System Programmer (Control System Programmer Contracted Directly by Owner) Part 1 - General Division of Responsibility The Control System Programmer shall be selected and contracted for the control system programming by the Owner. The Control System Programmer contracted by the Owner is RH2 Engineering, Inc., who may be contacted at (425) 951-5386. It is the responsibility of the City of Renton Spring 2018 2018 Sewer and Stormwater Telemetry Upgrades Division 17 – Automatic Control 17-8 J:\Data\REN\117-037\Control Panel Design\Specs\17 Automatic Control.docx 2/22/2018 6:31 AM © 2018 RH2 Engineering, Inc. Control System Programmer to provide PLC programming that will accomplish control of the proposed and modified systems as described in the specifications and Plans. Control System Programmer’s Responsibility: 1. The Control System Programmer Responsibilities include: a. Develop a testing schedule to allow for testing of all new telemetry panel programs. b. Notify the Control System Integrator of all components needed to test equipment panels. c. Software testing of the control panels in the Control System Integrator’s shop. d. Programming of the PLC, operator interface, and HMI Computer System. e. Provide required software startup, troubleshooting, and commissioning services needed to complete implementation of programs. 17.08 SYSTEM DESCRIPTION Part 1 – General Summary The I&C and Telemetry system functions required are specified on the plans and in subsequent sections of this Division. Design and Performance Requirements The system shall be designed to provide the control capabilities and functions indicated and implied by the Plans and these Specifications and to provide trouble-free operation with minimum maintenance. The system shall readily enable manual operation of any and all functions in the event of failure of any one component. The control system shall be designed and assembled by the Control System Integrator to provide: • Control of motor driven pumps, equipment, and processes. • Monitoring of operation of motor driven pumps, equipment, and processes. • Indication of operating status of motor driven pumps, equipment, and processes. • Monitoring and indication of pressures, temperatures, levels, and flows, as indicated and implied by the plans and specifications. • The capabilities indicated and implied by the plans and specifications. The I&C and Telemetry System shall be designed and assembled by the Control System Integrator to be an integrated system composed completely of components which are specifically designed and used for and in conjunction with control and operation of motor- driven pumps and process control equipment. The Control System Integrator shall supply all interfacing equipment, appurtenances and accessories and all such devices that may be required for proper interfacing as part of the control system. City of Renton Spring 2018 2018 Sewer and Stormwater Telemetry Upgrades Division 17 – Automatic Control 17-9 J:\Data\REN\117-037\Control Panel Design\Specs\17 Automatic Control.docx 2/22/2018 6:31 AM © 2018 RH2 Engineering, Inc. Part 2 – Products Manufacturers The telemetry components of the RTU shall be manufactured by Allen-Bradley to be consistent with the Owner’s existing system. Components The I&C and Telemetry System shall include the instruments, control devices, Remote Telemetry Unit, Human Machine Interface, input and output devices, sensors, interfacing devices, cabinets, enclosures and other components indicated and implied by the Plans and Specifications. The following is a list of the RTUs, Control Panels, Pressure and Level Assemblies, and Motor Control Centers to be provided by the Control System Integrator: • Cottonwood Lift Station Telemetry Control Panel (Sewer) • East Valley Lift Station Telemetry Control Panel (Sewer) • Oakesdale Lift Station Telemetry Control Panel (Stormwater) • Rainier Lift Station Telemetry Control Panel (Stormwater) • Two (2) Spare Lift Station Telemetry Control Panels (Sewer) Part 3 – Execution Preparation The Control System Integrator shall be responsible for the coordination and integration of control system with the motor control and other related equipment. The Control System Integrator shall communicate directly with the Manufacturer(s) and Supplier(s) of all related equipment to determine all details of the equipment, which may influence or affect the control system. The Control System Integrator shall determine all requirements for and shall cause integration of the control system into a unified operating system. The Control System Integrator shall define all requirements for all interfacing equipment and shall supply all appurtenances, accessories and all such devices, which may be required for proper interfacing as part of the control system. The Control System Integrator shall be responsible to obtain submittal information on equipment supplied by other disciplines and to integrate them into the control system to form a complete working package as outlined by the contract documents. Installation The system shall be completely assembled in the shop by the Control System Integrator. All components and equipment shall be prewired to the maximum extent possible. City of Renton Spring 2018 2018 Sewer and Stormwater Telemetry Upgrades Division 17 – Automatic Control 17-10 J:\Data\REN\117-037\Control Panel Design\Specs\17 Automatic Control.docx 2/22/2018 6:31 AM © 2018 RH2 Engineering, Inc. 17.10 PANELS 17.11 Panel Certifications Part 1 – General Design Requirements Panels provided for this project shall meet the requirements of UL-508 for water system and UL-913 for sewer system. All panels shall bear the appropriate label. The provider of the panels shall be a UL-508A certified facility. All field modifications shall be in conformance with UL-508 or UL-913. 17.12 Equipment Panels Part 1 – General References All panels shall be labeled. Design Requirements Control equipment panels shall be enclosures conforming to the requirements of the National Electrical Manufacturers Association (NEMA) and shall be NEMA 12 for indoor use and NEMA 4X for outdoor use. Part 2 – Products Components • Enclosure shall be constructed of steel. • Minimal metal thickness shall be 14-gauge. • All doors shall be rubber-gasketed with continuous hinge and key locking latch mechanism. • Wherever practical, enclosures shall be a manufactured item. • All doors shall be provided with quick-release latches to secure cover. • Panels shall be sized to adequately dissipate heat generated by equipment mounted in or on the panel. • Enclosure shall include a backpan. • Interior swing doors for NEMA 4X outdoor enclosures shall include a collapsible sun shade. • Enclosure shall be finished in ANSI 61 gray polyester powder coating inside and out over phosphatized surfaces. • The enclosure shall be oversized to accommodate future racks and auxiliary devices as required. City of Renton Spring 2018 2018 Sewer and Stormwater Telemetry Upgrades Division 17 – Automatic Control 17-11 J:\Data\REN\117-037\Control Panel Design\Specs\17 Automatic Control.docx 2/22/2018 6:31 AM © 2018 RH2 Engineering, Inc. • All outdoor enclosures shall be provided with a control panel heater and ventilation fan and filter with built-in thermostat to provide adequate climate control. The East Valley control panel shall include a side mounted air conditioner. Fabrication Panels should be completely fabricated, and instruments installed and wired in the manufacturer's factory (where possible). All wiring shall be completed and tested prior to shipment. All external connections shall be by way of numbered terminal blocks. Panel cutouts for instruments and devices shall be cut, punched or drilled and smoothly finished with rounded edges. 17.20 PANEL COMPONENTS Part 1 - General Design Requirements All components shall be suitable for installation inside the I&C and Telemetry system panel enclosure. Part 2 – Products Components 17.20.3 Terminal Blocks Part 1 - General Design Requirements Terminal blocks shall be one-piece molded plastic blocks with screw-type terminals and barriers rated for 600 volts. Terminals shall be double-sided and supplied with removable covers to prevent accidental contact with live circuits. Terminals shall have permanent, legible identification, and be clearly visible with the protective cover removed. Fusible terminal blocks shall be provided with a LED blown fuse indicator for each terminal. Part 3 - Execution Installation All wires between panel-mounted equipment and other equipment shall be terminated at terminal blocks. Switches shall be terminated at the terminal blocks with crimp-type, pre- insulated, ring-tongue lugs. Lugs shall be of the appropriate size for their terminal block screws and for the number and size of the wires terminated. City of Renton Spring 2018 2018 Sewer and Stormwater Telemetry Upgrades Division 17 – Automatic Control 17-12 J:\Data\REN\117-037\Control Panel Design\Specs\17 Automatic Control.docx 2/22/2018 6:31 AM © 2018 RH2 Engineering, Inc. 17.21 POWER SUPPLY AND PROTECTION 17.21.2 Normal Power Supply Part 1 - General Design Requirements All equipment panels shall be provided with 120-volt, 60-Hz power. Make provisions for conduit entry and provide a terminal block for termination of the circuit wires. All electronic control panel components shall require a 120 VAC-24 VDC power supply. DC power supply shall be sized to provide at least 50 percent more current than the peak current demands of the control panel. DC power supply shall have UPS backup power capabilities as identified in Section 17.21.3. Protection equipment shall consist of circuit breakers and fuses to protect electrical circuits from short circuits and overloads. Part 2 – Products Manufacturers DC power supplies shall be Puls Inc., Sola Inc., Allen-Bradley, or approved equal. Fuses shall be Bussmann Manufacturing Model ABC or MDA rated for Branch circuit, or approved equal. Circuit Breakers shall be Allen-Bradley rated for Branch circuit, or approved equal. Part 3 – Execution Construction Branch circuits shall be individually fused with an indication of fuse opening. All fuse holders for the panel shall be grouped on a single sub-panel. They shall be so situated that when the panel door is opened there is a clear view of the indicators and clear access for replacement of the fuses. Provide DC power supplies as required to power instruments requiring external DC power of the appropriate voltages, with sufficient voltage regulation and ripple control to assure that the instruments being supplied can operate within their required tolerances. The power supplies at all RTUs shall include batteries for a backup power supply and charging equipment. 17.21.3 Backup Power Supply Part 1 - General Design Requirements All equipment panels shall have an Uninterruptable DC Power Module that interfaces with the Normal DC Power Supply. The Uninterruptable DC Power Module shall be capable of powering the control panel equipment for a period of not less than 24 hours after normal power failure. Transfer shall be a non-mechanical, non-interruptible, smooth transfer to battery backup. City of Renton Spring 2018 2018 Sewer and Stormwater Telemetry Upgrades Division 17 – Automatic Control 17-13 J:\Data\REN\117-037\Control Panel Design\Specs\17 Automatic Control.docx 2/22/2018 6:31 AM © 2018 RH2 Engineering, Inc. Remote equipment batteries shall be sealed lead-acid batteries of sufficient ampere hour capacity to meet the above requirements. Performance Requirements The master console shall display power failure, and also a low battery condition alarm for the new equipment. A power failure alarm shall occur in the format currently used by the system. A low battery condition alarm shall cause the alarm indicator to flash but will not sound the audible alarm. The indicating light shall go off when the alarm condition is clear. Part 3 – Execution Installation Batteries, battery chargers, and necessary wiring shall be installed to meet the above specifications. 17.21.5 Line Protection Units – Low Current Part 1 - General Design Requirements The line protection unit shall isolate and protect the I&C electronics from current and voltage surges in the transmission lines. Each protection unit shall have: 1. An isolation transformer with a minimum of 1,500 volts AC isolation, primary to secondary, and a minimum saturation current of 100 milliamps (ma) S.C. or as required to protect the I&C equipment from damage. 2. Separate line-side and equipment-side terminal blocks. 3. Two clip-mounted, replaceable gas discharge tubes rated at 90 volts striking voltage and 5,000 ampere peak pulse current capacity and suitable ground strap. Part 2 - Products Manufactured Units The line protection unit shall be a complete unit, mounted on a separate chassis, and be field replaceable without soldering. The chassis shall be a ¼-inch thick plate. 17.21.6 Line Protection Units – High Current Part 1 - General Design Requirements The line protection unit shall isolate and protect the I&C electronics from current and voltage surges in the transmission lines. Each protection unit shall have: 1. A minimum continuous operating current rating of 30 amps or larger as required to protect the telemetry equipment from damage. 2. A minimum peak surge current rating of 80 KA. 3. Separate line-side and equipment-side terminal blocks. City of Renton Spring 2018 2018 Sewer and Stormwater Telemetry Upgrades Division 17 – Automatic Control 17-14 J:\Data\REN\117-037\Control Panel Design\Specs\17 Automatic Control.docx 2/22/2018 6:31 AM © 2018 RH2 Engineering, Inc. 4. LED indicator for circuit diagnostics. 5. A response time less than or equal to 1 nanosecond. The line protection unit shall be a complete unit available as a surface mount or DIN rail. Part 2 - Products Manufacturers The line protector shall be an Allen-Bradley Model 4983-DC120-20 or equal. 17.22 WIRE AND CABLE 17.22.2 Wiring Part 1 - General References All electrical wiring shall be in accordance with the NEC. Design Requirements Wires shall be 600-volt class, PVC insulated, stranded copper and shall be the sizes required for the current to be carried but not less than No. 14 AWG conductor size. Wires for signal circuits shall be twisted shielded pairs not smaller than No. 18 AWG. Part 3 – Execution Installation All power wiring shall be supported on a sheet metal raceway or enclosed in a plastic wiring duct. Wiring for signal circuits shall be separated at least 6-inch from any power wiring. 17.22.3 Cables Part 1 - General Design Requirements Cables and connectors shall be industry standard, shielded, and shall be provided to connect all peripherals and equipment. 17.24 SWITCHES AND RELAYS 17.24.2 Selector Switch Part 2 – Products Manufacturers Heavy-Duty, Oil-Tight Type: Eaton/Cutler-Hammer, Type 12350T; Square D Co., Type K; Allen Bradley, Type 800T; General Electric Co., Type CR 104P. City of Renton Spring 2018 2018 Sewer and Stormwater Telemetry Upgrades Division 17 – Automatic Control 17-15 J:\Data\REN\117-037\Control Panel Design\Specs\17 Automatic Control.docx 2/22/2018 6:31 AM © 2018 RH2 Engineering, Inc. Heavy-Duty, Watertight, and Corrosion-Resistant Type: Eaton/Cutler-Hammer, Type E34; Square D Co., Type SK; Allen Bradley, Type 800H; General Electric Co., Type CR 104P. Manufactured Units Selector switches shall be NEMA type 4/4X/13, corrosion-resistant/watertight/oil-tight, type selector switches with contacts rated for 10 amperes continuous at proper operating voltage. Operators shall be black knob type. Units shall have the number of positions and contact arrangements and spring return function (if any) as shown on Plans. Units shall be single-hole mounting, accommodating panel thicknesses from 1/16-inch minimums to ¼-inch maximum. 17.24.3 Pushbuttons Part 2 – Products Manufacturers Heavy-Duty, Oil-Tight Type: Eaton/Cutler-Hammer, Type 12350T; Square D Co., Type K; Allen Bradley, Type 800T; General Electric Co., Type CR 104P. Heavy-Duty, Watertight, and Corrosion-Resistant Type: Eaton/Cutler-Hammer, Type E34; Square D Co., Type SK; Allen Bradley, Type 800H; General Electric Co., Type CR 104P. Manufactured Units Pushbuttons shall be NEMA type 4/4X/13, corrosion-resistant/watertight/oil-tight, type push buttons with momentary contacts rated for 10-ampere continuous at proper operating voltage. Button color shall be as specified in control panels and shall have a full guard. Pushbutton contact arrangements shall be as shown on Plans. Size of pushbuttons as indicated on the Plans. Special Functions Pushbutton for “emergency help” applications shall have maintained contacts and red mushroom head operators. 17.24.4 Panel Relays Part 1 – General Design Criteria Relays shall be provided as necessary to perform switching functions required of control panels and other control circuits as shown on the Plans and described in the technical specifications. Appropriate relay type and associated contacts shall be selected based on the application from the control wiring diagrams or the functional description. Where timing relays and control relays require additional contacts, provide auxiliary control relays properly sized for the application. All contacts and relays shall be NEMA rated and UL recognized. The electrical life expectancy for the relay shall be over 500,000 operations at 120V AC, 10 amps; (over 200,000 operations at 120V AC, 10 amp for SPDT, 3PDT, and 4PDT). The mechanical life expectancy for the relay shall be over 50,000,000 operations. City of Renton Spring 2018 2018 Sewer and Stormwater Telemetry Upgrades Division 17 – Automatic Control 17-16 J:\Data\REN\117-037\Control Panel Design\Specs\17 Automatic Control.docx 2/22/2018 6:31 AM © 2018 RH2 Engineering, Inc. Part 2 – Products Manufacturers Control Relays Square D Class 8501, Type K or R; Allen Bradley 700 Type HA or HB; IDEC RH Series; or equal. Time Delay and Timing Relays Allen Bradley 700 Type HR; IDEC GE1, RTE or GT3 Series; or equal. Manufactured Units Control Relays Relays for general purpose use shall be DPDT or 3PDT, 10 amp contacts with the appropriate coil voltage for the application. Relays shall be plug-in type with matching socket. All relays shall have LED indicators to signal when the coil is energized. Relay coils shall be rated for continuous duty. Time Delay Relays Time delay relays shall be multi-function, multi-range with plug-in base, pin style terminations timing and timed out LED indicators, and calibrated scales. Relays shall have minimum 0.5 seconds to 60 minutes, 8 selectable timing ranges, 5 amp contacts. Select coil voltage for the application. Units shall be sealed to prevent entry of contamination in the form of dust, dirt or moisture. Appropriate relay shall be selected based on application from the control wiring diagrams. Minimum accuracy (plus or minus) shall be as follows: 1. Repeat accuracy – ½ percent. 2. Timing change over full voltage range – ½ percent change over full temperature range. 3. Scale tolerance – 5-percent. Timing Relays Timing relays shall be machine tool industrial relay with solid-state timer and external adjustment dial. Range shall be 0 to 120 seconds unless indicated otherwise on the Plans. Relay shall include an LED indictor and instantaneous and time-delay contacts rated at 10 amps, meeting NEMA A600 designation. Timing relays shall be “on delay” or “off delay” as indicated on the Plans. Units shall be sealed to prevent entry of contamination in the form of dust, dirt or moisture. Appropriate relay shall be selected based on application from the control wiring diagrams. Minimum accuracy (plus or minus) shall be as follows: 1. Repeat accuracy – ½ percent. City of Renton Spring 2018 2018 Sewer and Stormwater Telemetry Upgrades Division 17 – Automatic Control 17-17 J:\Data\REN\117-037\Control Panel Design\Specs\17 Automatic Control.docx 2/22/2018 6:31 AM © 2018 RH2 Engineering, Inc. 2. Timing change over full voltage range – ½ percent change over full temperature range. 3. Scale tolerance – 5 percent. Part 3 – Execution Installation Provide adjustable time relays on all alarm and shut down circuits to prevent nuisance tripping of other alarm points. Time delay relays for these functions may not be shown on the plans; however, provide as required on all circuits. Provide additional form C contacts over and above the number indicated on the Plans for all relays provided. 120 VAC relays shall not be interchangeable with other voltages to prevent a hazardous interchange of relay voltages. Provide DIN mounted or panel mounted type depending on application. 17.25 INDICATING LIGHTS AND READOUTS 17.25.2 Pilot Lights Part 2 – Products Manufacturers Heavy-Duty, Oil-Tight Type: Eaton/Cutler-Hammer, Type 12350T; Square D Co., Type K; Allen Bradley, Type 800T; General Electric Co., Type CR 104P. Heavy-Duty, Watertight, and Corrosion-Resistant Type: Eaton/Cutler-Hammer, Type E34; Square D Co., Type SK; Allen Bradley, Type 800H; General Electric Co., Type CR 104P. Manufactured Units Indicating lights shall be NEMA type 4/4X/13, corrosion resistant, water-tight, oil-tight, full voltage, push-to-test, high visibility 28 chips LED type. Pilot lights shall be rated for the proper operating voltage. Appropriate lens caps shall be provided as shown on plans. 17.30 INTELLIGENT CONTROL UNITS 17.31 Programmable Logic Controllers (PLC) 17.31.2 Programmable Logic Controller (PLC) System Part 1 - General Summary Work involved in this contract includes providing new PLC equipment and programming to provide the functions shown on the Plans and described herein. City of Renton Spring 2018 2018 Sewer and Stormwater Telemetry Upgrades Division 17 – Automatic Control 17-18 J:\Data\REN\117-037\Control Panel Design\Specs\17 Automatic Control.docx 2/22/2018 6:31 AM © 2018 RH2 Engineering, Inc. Performance and Design Requirements • The PLC system modifications shall accomplish the control requirements of the loop descriptions, Plans and Specifications. • The design application and installation of the PLCs shall conform to NEMA ICS 1.1. • PLC programming shall be documented. • All PLC control system components shall be capable of meeting or exceeding electromagnetic interference tests per ANSI/IEEE C37.90.2. Part 2 – Products Manufacturers PLC components added to this Contract shall be Allen-Bradley. No substitution. Refer to project Telemetry Panel plans for specific Allen-Bradley component numbers and quantities. Components Input/output (I/O) Modules a) Provide plug-in modular-type I/O racks with cables to connect to all other required PLC system components. b) Provide I/O system with: 1. I/O solid state boards with status lights indicating I/O status and board failure. 2. Electric isolation between logic and field device. 3. Interchangeable boards for similar I/O type to allow substitution of operating boards for failed units by the operator. 4. Capability of withstanding low energy common mode transient to 1500 V without failure. 5. Incorporate noise suppression design. 6. Capable of meeting or exceeding surge-withstand capability tests, per ANSI/IEEE C37.90.1. 7. Capable of meeting or exceeding electrical noise tests, NEMA ICS1-109.60- 109.66. c) Discrete I/O modules: 1. Interface to ON/OFF devices. 2. I/O status indicator on module front. 3. Voltage rating to match circuit voltage. 4. Output module current rating: a. Match maximum circuit current draw. City of Renton Spring 2018 2018 Sewer and Stormwater Telemetry Upgrades Division 17 – Automatic Control 17-19 J:\Data\REN\117-037\Control Panel Design\Specs\17 Automatic Control.docx 2/22/2018 6:31 AM © 2018 RH2 Engineering, Inc. b. Minimum 1.5 A/point for 120 V AC applications. 5. Isolated modules for applications where one module interfaces with devices utilizing different sources of power. 6. Individually fused outputs with blown fuse indication. d) Analog I/O modules: 1. Input modules to accept signals indicated on Plans or Specifications. 2. 12-bit minimum resolution. 3. I/O chassis supplied power for powering connected field devices. 4. Isolated (differential) inputs and outputs. 5. User configurable for desired fault-response state. 6. Provide output signals as indicated on Plans and Specifications. 7. Individual D/A converter for each output module. 8. Individual A/D converter for each input module. Data Highway Communications 1. All PLC controllers shall be capable of EtherNet/IP communications. Any additional industrial protocols shall be provided through protocol converters. PLC Peripheral Devices 1. PLC Peripheral Devices Graphical Operator Interface a. The data entry and display module shall consist of a 6.5-inch color screen display. b. The unit shall be capable of reading PLC data table register values and pre-defined messages and writing into PLC memory to modify register values. c. The readout module will be used as a local operator interface device for entering operational parameters and reading out process data including display of all alarms by tag number. d. A complete index of parameters and corresponding memory locations and a complete cross reference of alarms will be permanently attached to each PLC enclosure. e. The unit will be self-contained, 24 VDC powered and rated minimum NEMA 12 suitable for panel mounting. f. Communications will be direct with the Ethernet Switch via shielded CAT 5E Ethernet Cable. g. The touch screen panel shall be an Allen-Bradley PanelView Plus 7 Standard Terminal, 6.5-inch Color Display, Part Number 2711P-T7C21D8S, No Substitutions. City of Renton Spring 2018 2018 Sewer and Stormwater Telemetry Upgrades Division 17 – Automatic Control 17-20 J:\Data\REN\117-037\Control Panel Design\Specs\17 Automatic Control.docx 2/22/2018 6:31 AM © 2018 RH2 Engineering, Inc. Part 3 - Execution Installers Control System Integrator and programmers shall have had experience in design, installation, and start-up of at least three similar installations using the proposed hardware and software. Installation Provide a completely integrated distributed programmable controller system capable of analog and sequential control, data acquisition and display, alarm annunciation and communications using the PLC system. I/O cards and memory shall be added as necessary to complete work shown on the plans and described in the specifications. The system shall provide true distributed control wherein each PLC is an intelligent stand- alone controller programmed for the specific functions required at its respective location. Certain information in the form of control commands, interlocks and data will be passed directly between the PLCs for use in executing the local control programs. Input/Output Connection Requirements a) Make connections to I/O subsystem by terminating all field wiring on terminal blocks within the I/O enclosure. b) Prewire I/O modules to terminal blocks. c) Provide terminal blocks with continuous marking strip. d) Size terminals to accommodate all active data base points and spares. e) Provide terminals for individual termination of each signal shield. f) Field wiring shall not be disturbed when removing or replacing an I/O module. PLC Installment a) Component placement: 1. Mount all components according to manufacturer's instructions. 2. Locate incoming line devices (isolation or constant voltage transformers, local power disconnects, surge suppressors, etc.) so as to keep power wire runs within an enclosure as short as possible. 3. If items such as magnetic starters, contactors, relays and other electromagnetic devices are located within the same enclosure as the PLC system components, provide at least 6 inches of separation between the magnetic area and the control area. 4. Oversize enclosure to accommodate future racks and auxiliary devices as required. b) Provide enclosure with a single quick disconnect of incoming power. Mount disconnect switch or breaker on enclosure exterior and label. c) Enclosures shall comply with these specifications. d) Enclosures shall be equipped with H2S inhibitor(s) suitable for the enclosed volume. City of Renton Spring 2018 2018 Sewer and Stormwater Telemetry Upgrades Division 17 – Automatic Control 17-21 J:\Data\REN\117-037\Control Panel Design\Specs\17 Automatic Control.docx 2/22/2018 6:31 AM © 2018 RH2 Engineering, Inc. 17.33 NETWORK EQUIPMENT AND COMPUTERS 17.33.1 Industrial Network Equipment Part 1 – General Design Requirements All specified “industrial network equipment” shall comply with the following minimum specifications: 1. Rated for a 5-30VDC power supply. 2. UL listed. 3. Designed for an industrial environment. 4. Operating temperature of -40 degrees Fahrenheit to 176 degrees Fahrenheit. 5. IP66 rated water and dust resistant. 6. Control network device shall be capable of remote monitoring using OPC protocol. 7. All devices on fiber backbone shall have a minimum of two sets of transmit/receive ports. 8. Twisted pair network speed shall be a minimum of 100Base-TX. 9. Fiber optic network speed shall be a minimum of 100Base-FX. These requirements do not apply to non-industrial network equipment. Part 2 - Products Control Network Equipment Data highway communications shall be accomplished on a control network consisting of nodes, one at each PLC or computer workstation and a physical link layer consisting of cables and all interfacing hardware. Control Network equipment shall consist of the following devices. Unmanaged Ethernet Switch One (1) N-Tron 308TX Ethernet Switch. No Substitutions. Part 3 – Execution Installation All network equipment in Control Panels shall be installed as per plans, specifications and product installation instructions. All components shall be suitable for installation in the environment where installed. All devices shall be installed as specified by the manufacturer. All devices shall be installed to be field serviceable without taking the facility out of service. Device displays shall be positioned to be easily read when viewing directly at control panels. City of Renton Spring 2018 2018 Sewer and Stormwater Telemetry Upgrades Division 17 – Automatic Control 17-22 J:\Data\REN\117-037\Control Panel Design\Specs\17 Automatic Control.docx 2/22/2018 6:31 AM © 2018 RH2 Engineering, Inc. 17.40 REMOTE COMMUNICATION DEVICES 17.41 Radio Systems Part 1 – General Performance Requirements All components shall be suitable for installation in the environment where installed. Part 2 – Products Manufacturers Radio Communication Equipment 1. CalAmp Viper SC 450-512 MHz (140-5048-502) 12.5 KHz bandwidth. No Substitutions. 2. CalAmp VHF50HN 100MHz-512MHz frequencies PolyPhaser for Radio Panel. 3. 18-inch Pigtail cable between the CalAmp VIPER SC radio and the PolyPhaser P/N 250-0697-103. This is an RG400 TNC to N-Male cables. 4. CalAmp 250-5099-005 DIN rail mounting kit, Viper-SC. Part 3 – Execution Installation All radio equipment shall be installed as per plans, specifications and product installation instructions. All radio equipment will be configured by the Control System Programmer. All devices shall be installed as specified by the manufacturer. 17.90 TESTING, STARTUP, AND TRAINING 17.90.1 Common Work for Testing, Startup, and Training Part 1 – General Summary Total system hardware start-up is the responsibility of the Control System Integrator. Warranty The Contractor shall cause the Control System Integrator to make any and all repairs, replacements, modifications and adjustments required to eliminate any and all defects in design, materials and workmanship which are disclosed within the warranty period. The Control System Integrator shall begin all repairs, replacements, modifications and adjustments within twenty-four (24) hours of notification by telephone by the Owner and shall complete such repairs, replacements, modifications and adjustments within forty-eight (48) hours of notification. Should the Control System Integrator fail to begin the work within 24 hours or complete the work within 48 hours, the Owner may proceed to undertake or complete the City of Renton Spring 2018 2018 Sewer and Stormwater Telemetry Upgrades Division 17 – Automatic Control 17-23 J:\Data\REN\117-037\Control Panel Design\Specs\17 Automatic Control.docx 2/22/2018 6:31 AM © 2018 RH2 Engineering, Inc. work. In such event, the Contractor and his surety shall be liable for all costs incurred by the Owner. Part 3 – Execution Field Quality Control Equipment Manufacturer’s Support 1. The Control System Integrator shall pay for services of equipment manufacturer's field service representative(s) to: a. Inspect equipment covered by these Specifications. b. Supervise adjustments and installation checks. c. Conduct start-up of equipment and perform operational checks. d. Provide Owner with a written statement that manufacturer's equipment has been installed properly, and is ready for operation by Owner's personnel. Repairs The Control System Integrator shall correct all deficiencies and defects and make any and all repairs, replacements, modifications, and adjustments as malfunctions or failures occur. The Contractor and the Control System Integrator shall anticipate that the Owner may delay acceptance of all work under the contract if, in the judgment of the Owner, malfunctions or failures in operation of the control system repeatedly occur during factory testing. The Control System Integrator shall not be entitled to an extension of time or to any claim for damages because of hindrances, delays or complications caused by or resulting from delay by the Owner in accepting the work because of malfunctions or failures in operation of the control system. 17.91 Tests and Inspections Part 1 - General Summary Materials, equipment, and construction included under this specification shall be inspected in accordance with the specifications. Testing shall be performed by the Control System Integrator in accordance with subsequent sections of this division. Testing shall be required to determine if equipment and system(s) will operate in the manner in which they are intended to operate. The decision of the Owner upon the acceptability of the test procedures and conformance shall be final. The work will not be accepted until all testing has been satisfactorily performed. Scheduling The Contractor shall prepare factory test procedures to demonstrate conformance of the complete system to this specification. The Contractor shall submit the detailed test procedures within four weeks after the notice to proceed for the Engineer’s review and approval. City of Renton Spring 2018 2018 Sewer and Stormwater Telemetry Upgrades Division 17 – Automatic Control 17-24 J:\Data\REN\117-037\Control Panel Design\Specs\17 Automatic Control.docx 2/22/2018 6:31 AM © 2018 RH2 Engineering, Inc. The Contractor shall furnish all labor, materials, tools, equipment, instruments and services necessary to perform all specific functional testing of all equipment and systems at no additional cost. The Control System Integrator and Contractor shall notify the Owner and Engineer (Control System Programmer) of the factory testing date 20 days before testing. Part 2 – Products Factory Testing All factory testing of control panels and computer systems shall be performed at the Control System Integrator’s shop. The completed control system shall be tested in the shop by the Control System Integrator and the Control System Programmer. Testing shall be conducted in two phases. The initial hardware testing shall include, but not be limited to, operation of all input and output (I/O) points, control devices and motor controllers. The subsequent testing shall include, but not be limited to, testing of RTU programming and Operator Interface provided by the Control System Programmer. The initial hardware testing of the control system shall include the following: 1. The entire assembled panels shall be meggered and tested to be free from grounds and shorts. 2. Energize each discrete input and output and simulating each analog input and output using a loop simulator and calibrator. Circuits not energized shall be tested for continuity. Discrete input signals shall be tested in both the “on” and “off” state. Analog signals shall be tested at a minimum of three values (4 mA, 12 mA, and 20 mA). The test results shall be documented by the Control System Integrator in checklist format. The final test results shall be signed by both the Engineer and Control System Integrator prior to shipment of equipment to the job site. 3. Provide signal generators, multimeters, and other test equipment as required to verify proper operation of the assembled panels. 4. Correct, replace, or repair control panel, and/or components until testing demonstrates proper operation. Control panels shall not be shipped to the Owner until testing has demonstrated complete operation of the panels. 5. Provide updated and complete as-built drawings for the control panels at the time of final factory testing. The Engineer shall review the drawings against the panel construction at the time of final factory testing. Drawings which do not reflect the actual construction of the panel shall be revised and reviewed again by the Engineer. As-built drawings that require revisions shall be submitted to the Engineer for review prior to shipment of equipment to the City’s maintenance shops. This review process shall be repeated as necessary so that as-built drawings reflect the actual construction of the panels at the time of shipment. Panels shall not be shipped to the Owner until the as-built drawings are updated, complete, and reflect the actual as-shipped status of the equipment. City of Renton Spring 2018 2018 Sewer and Stormwater Telemetry Upgrades Division 17 – Automatic Control 17-25 J:\Data\REN\117-037\Control Panel Design\Specs\17 Automatic Control.docx 2/22/2018 6:31 AM © 2018 RH2 Engineering, Inc. Upon completion of the initial hardware testing, Control System Programmer shall conduct software testing for final inspection by the Owner. The Control System Integrator shall provide for time, equipment and support in their shop for Control System Programmer to completely demonstrate the functions of the entire control system. All control functions and all status and alarm monitoring and indication shall be demonstrated under simulated operating conditions. Simulating equipment shall be provided and wired into the control system for this testing. Testing shall be continued for the time period required by the Owner to observe and verify any revisions and as described above in the scheduling portion of this specification. Part 3 – Execution Repairs Should any part of the system fail during the test, the test shall be rescheduled and repeated to the satisfaction of the Owner after repairs. 17.93 Training Part 1 – General Submittals Submit index of all training offered by PLC system equipment manufacturers including operation and maintenance. The Control System Integrator shall prepare and assemble specific instruction materials for each training session and shall supply such materials to the Owner at least 2 weeks prior to the time of the training. The Control System Programmer will provide additional training that is separate from this contract. Part 3 – Execution Hands-On Training The Control System Integrator shall conduct specifically organized training sessions in operation and maintenance of the control system for personnel employed by the Owner. The training sessions shall be conducted to educate and train the personnel in maintenance and operation of all components of the control system. Training shall include, but not be limited to, the following: 1. Preventative maintenance procedures 2. Trouble-shooting 3. Calibration 4. Testing 5. Replacement of components At least one training session, at least 2 hours in duration, shall be conducted upon delivery of the panels. City of Renton Spring 2018 2018 Sewer and Stormwater Telemetry Upgrades Division 17 – Automatic Control 17-26 J:\Data\REN\117-037\Control Panel Design\Specs\17 Automatic Control.docx 2/22/2018 6:31 AM © 2018 RH2 Engineering, Inc. 17.94 Documentation 17.94.2 Operations and Maintenance Manuals Part 1 – General Summary Two types of operation and maintenance manuals (O&M) will be required for the contract: 1. General manuals for use by the Sewer Department staff for daily operation, maintenance and troubleshooting. 2. Technical manuals for use by trained electronics technicians for technical and “board level” maintenance and repair. Submittals Prior to the receipt of payment for more than 50 percent of the work, the Contractor shall deliver to the Owner five sets of acceptable manufacturer's operating and maintenance instructions covering each piece of mechanical and electrical equipment, or equipment assembly, furnished under this contract. Each set of instructions shall be bound into multiple volumes; each volume to be complete with and index and bound in a suitable hard-cover binder. Manuals shall be assembled and indexed so that information on each piece of equipment can be readily found. Any additional operating and maintenance instructions from the Control Systems Programmer will be submitted separately. Quality Assurance Manuals shall be purposefully made for this installation, and general manuals which are vague or have limited applicability will not be accepted. The manuals shall be written in a non- technical format suitable for reading by water system operators with no previous automatic control equipment experience. The decision of the Owner on the acceptability of the manual shall be final. Part 2 – Products Materials The Control System Integrator shall prepare and assemble detailed operation and maintenance manuals in accordance with the project general requirements. The manuals shall include, but not be limited to, the following: 1. Name, location and phone number of nearest supplier and spare part warehouse. 2. Step by step operating procedures. 3. Narrative of overall system performance and operation. 4. Listing of all equipment setpoints. 5. Preventative maintenance procedures 6. Trouble-shooting of master and remote equipment. 7. Calibration City of Renton Spring 2018 2018 Sewer and Stormwater Telemetry Upgrades Division 17 – Automatic Control 17-27 J:\Data\REN\117-037\Control Panel Design\Specs\17 Automatic Control.docx 2/22/2018 6:31 AM © 2018 RH2 Engineering, Inc. 8. Testing 9. Replacement of components 10. System schematics / shop drawings 11. As-built elementary and one-line diagrams 12. Catalog data and complete parts list for all equipment and control devices 13. Listing of recommended spare parts. 14. Listing of recommended maintenance tools and equipment. 15. Warranties. 16. Disassembly and reassembly instructions. All plans shall be provided on hard copy and in electronic form on disk. Electronic drawing files shall be provided in Auto CAD .dwg format with all “xrefs” bound. If “xrefs” are not bound, all “xref”.dwg files shall be provided unlinked with instructions to reestablish the links. Files shall be in Auto CAD 2010 or later format. THIS PAGE INTENTIONALLY LEFT BLANK 18-1 J:\Data\REN\117-037\Control Panel Design\Specs\18 Measurement and Payment.docx 2/22/2018 6:37 AM © 2018 RH2 Engineering, Inc. Division 18 Measurement and Payment 18.0 GENERAL It is the intention of these specifications that performance of work under bid items shall result in complete construction, in proper operating condition, of improvements identified in these written specifications and accompanying plans. Work and material not specifically listed in the proposal, but required according to the plans and specifications and general practice, shall be included in Contractor’s bid price. Schedule A – Sewer Control Panels Bid Item A1– Mobilization and Demobilization Lump sum price covers complete cost of furnishing, fabricating and testing, complete, all work and materials necessary to: provide system testing, and provide as-built data; delivery of sewer control panels to the City maintenance shops; and accomplish all other items of work not specifically listed in other divisions. Payment shall be lump sum. No more than 50 percent of bid amount for this item will be paid before final payment request, and this bid amount may not be more than 10 percent of value of Schedule A bid items A2-A4. Bid Item A2– Cottonwood Lift Station Telemetry Control Panel Lump sum price shown shall cover the complete cost of providing all labor, materials and equipment necessary for the Cottonwood Lift Station Telemetry control panel equipment shown on the Plans and detailed in the contract specifications. Payment shall be lump sum. Bid Item A3– East Valley Lift Station Telemetry Control Panel Lump sum price shown shall cover the complete cost of providing all labor, materials and equipment necessary for the East Valley Lift Station Telemetry control panel equipment shown on the Plans and detailed in the contract specifications. Payment shall be lump sum. Bid Item A4– Spare Lift Station Telemetry Control Panels Lump sum price shown shall cover the complete cost of providing all labor, materials and equipment necessary for the two (2) Spare Lift Station Telemetry control panels shown on the Plans and detailed in the contract specifications. Payment shall be lump sum. Schedule B – Stormwater Control Panels Bid Item B1– Mobilization and Demobilization Lump sum price covers complete cost of furnishing, fabricating and testing, complete and in-place, all work and materials necessary to: provide system testing, and provide as-built data; delivery of sewer control panels to the City maintenance shops; and accomplish all other items of work not specifically listed in other divisions. Payment shall be lump sum. No more than 50 percent of bid amount for this item will be paid before final payment request, and this bid amount may not be more than 10 percent of value of Schedule B bid items B2-B4. City of Renton Spring 2018 2018 Sewer and Stormwater Division 18 – Measurement and Payment Telemetry Upgrades 18-2 J:\Data\REN\117-037\Control Panel Design\Specs\18 Measurement and Payment.docx 2/22/2018 6:37 AM © 2018 RH2 Engineering, Inc. Bid Item B2– Oakesdale Lift Station Telemetry Control Panel Lump sum price shown shall cover the complete cost of providing all labor, materials and equipment necessary for the Oakesdale Lift Station Telemetry control panel equipment shown on the Plans and detailed in the contract specifications. Payment shall be lump sum. Bid Item B3– Rainier Lift Station Telemetry Control Panel Lump sum price shown shall cover the complete cost of providing all labor, materials and equipment necessary for the Rainier Lift Station Telemetry control panel equipment shown on the Plans and detailed in the contract specifications. Payment shall be lump sum. Bid Item B4– Stormwater Department Spare Parts Lump sum price shown shall cover the complete cost of providing all labor, materials and equipment necessary for the Spare Parts shown on the Plans and detailed in the contract specifications. Payment shall be lump sum.