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Change Order - 7
Kyle Smith 10/30/23 CAG-22-062, CO #7-23 Approved by Cheryl Beyer via 10/24/2023 email ChangeOrderNo.____7_____ ContractNo.:CAGͲ22Ͳ062 ContractTitle:BronsonWayBridgeͲSeismicRetrofitandPainting ProjectNo.:TED4004020Page2of3 THECONTRACTISMODIFIEDASFOLLOWS: DescriptionofChange: x Revisequantityforthefollowingbiditemsinthecontract: o BidItemNo.15,SEALINGEXISTINGLONGITUDINALANDTRANSVERSEJOINT, RevisedQuantity=105L.F. x ModifyDrawingNo.15,HMAOverlayPlanandConstructionNotesasshownintherevised planattachedtothischangeorder. x ModifyDrawingNo.17toincludenewJointSealDetailsasshownintherevisedplanattached tothischangeorder. ReasonforChange: ThisChangeOrderdoesnotincludeasignificantchangeasdefinedinSection1Ͳ04.4sincethe characteroftheWorkdoesnotdiffermateriallyinkindornaturefromthatinvolvedorincluded intheoriginalproposedconstruction.Specifically,cleaningandsealingexistingjoints. TheoriginalcontractScheduleofPricesincludedBidItemNo.15,SealingExistingLongitudinal andTransverseJoint.Theoriginalplanquantitywasbaseduponlocationsandextentsidentified onDrawingNo.15.Existingsidewalkjointsadjacenttothemainpierpylonswerenotshownon DrawingNo.15orincludedintheoriginalplanquantity.ExistingverticaljointsinSpan2deck curbswerenotshownonDrawingNo.15orincludedintheoriginalplanquantity.Thischange ordermodifiestheplanstoincludeadditionallocationsanddetailsforexistingjointstobe cleanedandsealedandadjuststhebiditemquantitytoreflecttheadditionallocations. AffectsDBEWork:տYes܆NoցN/A(NotFHWAFunded) Materials: SingleͲComponentPolyurethaneSealant Plans: Refertodrawingsattachedtothischangeorder. ChangeOrderNo.____7_____ ContractNo.:CAGͲ22Ͳ062 ContractTitle:BronsonWayBridgeͲSeismicRetrofitandPainting ProjectNo.:TED4004020Page3of3 EquitableAdjustment: ThisChangeOrderincludeschangesasdefinedinSection1Ͳ04.4.Specifically,increasingthe quantityofanexistingbiditem.Thischangeorderdoesnotincludeanequitableadjustmentper Section1Ͳ09.4ofthe2022WSDOT/APWAStandardSpecificationssincetheoriginalbidunitprice isbeingappliedtothequantityincrease. ExtensionofTime: TheTimeforCompletionisextended0WorkingDays. Sections1Ͳ04.4and1Ͳ04.5ofthe2022WSDOT/APWAStandardSpecificationsshallgovern thisChangeOrder.TheWorkofthereferencedContractismodifiedtoincludethechanges detailedherein.Thepaymentprovidedforhereinshallconstitutethecompleteandfinal settlementforallcostsoflabor,equipment,materials,overhead,profit,permitfees,andall otherclaimsthatmaybemadebytheContractorasaresultofthischange. AttachmentstothisChangeOrder: տFieldDirective տEquitableAdjustmentDetermination տDeterminationofAdditionalWorkingDays ܈Engineer’sEstimateofChangeOrderCost տEngineer’sCalculationofAdditionalWorkingDays տContractor’sQuote ܈Plans տProjectLaborList տContractor’sEquipmentListincludingratesperAGCͲWSDOTEquipmentRental Agreement տSummaryofinvoicesforrentedequipment տSummaryofinvoicesformaterials ProjectNo.:TED4004020ContractNo.:CAGͲ22Ͳ062 BidItemNo. Description Quantity Unit UnitPrice EstimatedCost Itemdescription Labor Hours $0.00 LaborMarkup 31%$0.00 EquipmentHours $0.00 EquipmentMarkup 21%$0.00 Materials Estimate $0.00 MaterialsMarkup 21%$0.00 Services Estimate $0.00 ServicesMarkup 21%$0.00 Mobilization Estimate $0.00 SubcontractorWork Estimate $0.00 SubcontractorMarkup 12%,10%,7%$0.00 $0.00 15 SEALINGEXISTINGLONGITUDINALAND TRANSVERSEJOINT 40 L.F. $35.00 $1,400.00 $1,400.00 Perattacheddetermination Estimate $0.00 $1,400.00 $1,400.00 EstimatedChangeOrderCost EquitableAdjustment ForceAccount BidItemChange EstimatedChangeOrderCost ChangeOrderNo.7 ForceAccountTotal BidItemChangeTotal CalculatedCost Page1of1 07/$'4$; #224'8+5+10&'5%4+26+10&4#90$;&'5+)0$;%*'%-$;241,/)4(+.'CITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION'&4#9+0)01241,'%60156#6'#+&01'5*''601OF5748';'&$4105109#;$4+&)'Ä5'+5/+%4'641(+6#0&2#+06+0)28$4+&)'&'%-18'4.#;6'&,55%#/%#//,5*.2Ä SCALE: 1" = 10'-0"0 5' 10' 20'SCALE: 1" = 10'-0"0 5' 10' 20'7/11/2022PIER 2 DOWNSTREAM PYLON99PIER 3 DOWNSTREAM PYLON99PIER 2 UPSTREAM PYLONPIER 3 UPSTREAM PYLON9BRIDGE SIDEWALK JOINT SEAL AT MAIN PIER PYLONS. SEE DETAIL 7 ON SHEET 17. 2+60.5128.00' RT2+52.1628.00' LT1CHANGE ORDER NO. 7 - ADD JOINT SEAL LOCATIONS AND DETAILS6/12/2023111111+04.1828.00' RT28.00' RT28.00' LT28.00' LT28.00' LT29.75' LT29.75' LT29.75' LT34.75' LT34.75' LT34.75' LT28.00' LT0+95.8310BRIDGE DECK CURB JOINT SEAL AT FLOOR BEAMS. SEE DETAIL 8 ON SHEET 17. 101010DECK CURB JOINTDECK CURB JOINTDECK CURB JOINT101010DECK CURB JOINTDECK CURB JOINTDECK CURB JOINT11 07/$'4$; #224'8+5+10&'5%4+26+10&4#90$;&'5+)0$;%*'%-$;241,/)4(+.'CITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION'&4#9+0)01241,'%60156#6'#+&01'5*''601OF5748';'&$4105109#;$4+&)'Ä5'+5/+%4'641(+6#0&2#+06+0)28,1+065'#.&'6#+.56'&,55%#/%#//,5*.2Ä SCALE: 3" = 1'-0"03"6"9"SCALE: 3" = 1'-0"03"6"9"SCALE: 3" = 1'-0"03"6"9"7/11/20221CHANGE ORDER NO. 7 - ADD JOINT SEAL LOCATIONS AND DETAILS6/12/2023