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HomeMy WebLinkAboutCAG-20-065 - Duvall - Change Order 14 Change Order No. 14 Backup Documentation Contract Title: Duvall Avenue NE Contractor: Reed Trucking& Excavating, Inc. Contract No. : CAG-20-065 Federal Aid No. : N/A Attachments: Backup Documentation ® Field Directive • Equitable Adjustment Determination ® Determination of Additional Working Days ® Engineer's Estimate of Change Order Cost ❑ Engineer's Calculation of Additional Working Days ❑ Contractor's Quote ❑ Project Labor List ❑ Contractor's Equipment list including rates per AGC-WSDOT Equipment Agreement • Summary of invoices for rented equipment ❑ Summary of invoices for materials Change Order No. 014 Storm Revs at MH33 and NE 12th St Contract Title: Duvall Avenue NE Contract No. CAG -20-065 Page 1 of 1 • City of Renton Field Directive No: 17 ; IR Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 By: Federal Aid No: N/A miumbRommi TIB No: N/A W Date: Construction Manager: Tani Stafford 5/20/2022 The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to do the following changed work: Furnish and install 12-inch diameter polypropylene storm pipe between CB 31 and 32, in lieu of 18-inch diamtere polypropylene pipe,per plan revision SD8-051322. Remove the Kor-n-Seal Boot from CB 32 and provide grout for 12-inch storm pipe connection. Revise the invert elevations for the 24-inch diameter polypropylene storm pipe between CB 32 and MH 33,and between MH 33 and the existing CB to the north, per plan revision SD8-052022. Chip out and remove unknown existing CDF backfill around MH 33 as needed to construct the improvements. The CDF removal and extra grout work at CB 32 to be paid via BI A8 Resolution of Utility Conflicts by force account. No increase anticipated as the Proposal quantity is adequate. BI A44-Polypropylene Storm Sewer Pipe 12 In. Diam.-add 123.5 LF BI A45-Polypropylene Storm Sewer Pipe 18 In. Diam.-delete 123.5 LF Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments: Approx change for BI A44-Polypropylene Storm Sewer Pipe 12 In. Diam.-add 123.5 LF @$55/LF=$6,792.50 Approx change for BI A45-Polypropylene Storm Sewer Pipe 18 In. Diam.-delete 123.5 LF @$75/LF=-$9,262.50 A Change Order covering this Field Directive will follow immediately. Contractor Date City of Renton Field Directive No: 18 Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 By. LL JI _ Federal Aid No: N/A TIB No: N/A Date: Construction Manager: Tani Stafford 5/26/2022 The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to do the following changed work: Furnish and install CB 41A,CB Type 1L at approx Sta 919+57,31.5 Left,and adjust storm pipe inverts between CB 27 and CB 29 per plan revision SD7-052422,in order to clear existing utility conflicts. Furnish and install a CB Type 1L Structure at CB28 in lieu of a CB Type 1 Structure. Furnish and install a CB Type 1 at CB 41 per plan revision SD7-052422. Furnish and install a CB Type 1 Structure at CB 40 in lieu of a CB Type 1L Structure,per plan revision SD6-052422. Excavate additional depth trench as needed between CB#30 and CB#41A. BI A28-Unsuitable Foundation Excavation-add approx 15 CY. The Proposal Quantity is adequate for this work. BI A50-Catch Basin Type 1.-add 1 EA Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments: Approx change for BI A28-Unsuitable Foundation Excavation-add 15CY @$60/CY=$900.00 Approx change for BI A50-Catch Basin Type 1-add 1 EA @$1,400/EA=$1,400.00 A Change Order covering this Field Directive will follow immediately. Contractor Date City of Renton Field Directive No: 22 Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG 20 065 By: ' I��_ Federal Aid No: N/A I TIB No: N/A Date: Construction Manager: Tani Stafford 1,1/2022 The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to do the following changed work: Shift the Filterra Vault Location from Sta 920+25.4,40' LT to Sta 920+25.4,35'LT per plan revision SD7-061721. Revise the curb ramp and sidewalk on the northwest corner of Duvall Avenue NE and NE 12th Street per plan revisions GR6-061722 and RD8-061722. No change in cost associated with these changes. Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments: No change in cost associated with these changes. A Change Order covering this Field Directive will follow immediately. Contractor Date Equitable Adjustment Determination - CO No 14 Project Name:Duvall Avenue NE Contractor:Reed Trucking&Excavating Inc. Contract No:CAG 20-065 By: Tani Stafford Construction Manager: Tani Stafford,PE Date:6/21/22 Contract Item Cost Contract Quantity Item No. Description Change Unit Unit Price Total A44 POLYPROPYLENE STORM SEWER PIPE 12 IN.DIAM 123.5 LF $55.00 $6,792.50 A45 POLYPROPYLENE STORM SEWER PIPE 18 IN.DIAM -130 LF $75.00 -$9,750.00 A50 CATCH BASIN TYPE 1 1 EA $1,400.00 $1,400.00 Contract Item Cost -$1,557.50 ESTIMATED CHANGE ORDER COST I -$1,557.50 Narrative: An equitable adjustment of-$1,557.50 has been determined based on estimated quantity changes in bid items. FWD No 17 was issued on 5/20/22 directing the Contractor to replace an 18-inch diameter storm run with a 12-inch diameter storm pipe run in order to avoid utility conflicts, to chip out CDF around MH 33 and to remove a Kor-n-seal boot that was sized for the 18-inch diameter pipe. The Engineer's Estimate for FWD No 17 is -$2,470 due the the storm pipe revision. The added work to remove CDF and remove/grout the Kor-n-seal boot opening is tracked via bid item A8 Resolution of Utility conflicts, which has sufficient quantity for the work, no addition required. FWD No 18 was issued on 5/26/22 directing the Contractor to add one additional Catch Basin Type 1 and to make some additional revisions to the placement of Catch Basin Type 1 and Catch Basin Type 1-L structures in order to resolve utility conflicts. The Engineer's Estimate for the changes in FWD 18 is $1,400, for the additional Catch Basin Type 1 structure. FWD No 22 Was issued on 6/21/22 to shift one Filterra unit from back of sidewalk to back of curb at the NW cornerpf Duvall Ave NE and NE 12th Street. There is no cost adustment associated with this change. The overall net estimated cost is -$1,557.50 based on the actual quantities changed, per the equitable adjustment breakdown above. Determination of AcL... ional Working Days A determination of zero additional working days was made. Engineer's Estimate h Engineer's Estimate FWD No 17 Project Name:Duvall Avenue NE Contractor:Reed Trucking&Excavating Inc. Contract No:CAG 20-065 By: Tani Stafford Date:5/15/22 Bid Item Changes Sch A Bid Item Quantity No. Description _ Change Unit Unit Price Estimated Cost A44 Polypropylene Storm Sewer Pipe 12 In.Diam 123.5 LF $55.00 $6,792.50 A45 Polypropylene Storm Sewer Pipe 18 In.Diam -123.5 LF $75.00 -$9,262.50 Estimated Bid Item Cost Sch A -$2,470.00 Engineer's Estimate FWD No 18 Project Name:Duvall Avenue NE Contractor:Reed Trucking&Excavating Inc. Contract No:CAG 20-065 By: Tani Stafford Date:6/23/22 Bid Item Changes Sch A Bid Item Quantity No. Description Change Unit Unit Price Estimated Cost *A28 Unsuitable Foundation Excavation 0 CY $60.00 $0.00 A50 Catch Basin Type 1 1 EA $1,400.00 $1,400.00 Estimated Bid Item Cost Sch A $1,400.00 Engineer's Calculation- Additional Working Days The changed work will not result in a reduction or addition of working days. The net added work included installation of one additional catch basin type 1 structure which was less than a half day of work. !,-:, ,_.:.:.:il,',3 •7:' -- "-".'''L::L.,:'1::—::`7:!..;;;C:if -V"-^:1'.' - ',*::A.T.:2,- V,',:k-r::;,1"':::.-.1'.:1--- : ' '---'.0 2: DocuSign Envelope ID 8A263900-BE J. ' : 76.44 C 15-9C IEF0294397, 7 ''s7.-::;--1::--"--:l t, .• ,.. .. . • ; . . . . - . .. - CAG-20-065, CO #14-22 • , , .• 11 ' -C.. .-_.- - A`'.. • - :1:.. 114.,,, • 'r,- ,'• • , l-:. ,. ..• -..,- ....- ... . Change Order NO. 14 • .. Contract Title' Duvall Avenue.NE ..,, .. , 4 . ,.. . '-. , •-•“ •-•' •••••,. • . . , i .i .0 0"'ilia ttitif: Reed Triltking and Excavating,Inc ,,. Contract No :CAO 20-065 - - - ' - - - • - • • d Feel=W-AiiiN6.i' . N/A • . _ , , . -..i . _ :osectood.;14.11Er!girteer - .11 Force Account .-' . - • D . .Proposed by the Contractor(VECP) •El': Bid Item • • . _ .. ' ..:D Unilateral . 0 _kcarp Sum . .N . . . ,.. , . . . _ :.7 Amount 1 „ ' -Working Days .,.:, • . . . Original Contract • .' • :$5,4.84,7-1.95, _.... ..: .0.01 • . . :iV,rt Current contract: . : . . . .$5;846.-•;5:14,1$:' .:•.... ._ '•:-;ii2.64'..•- - . . Estimated Net Change This Order • , . ,' .'•,$1;55-77::5-0 :-'.1 4,':: • ", :. ":. . • .;.).: .- NewC6ilitta0:•- - :-$. ;3.$ ;''.$"'t:0- .:- ., :.;;46', ': ' '- : _.. . -, • . . -i.: - - • ' - ,.. . . '.,::,''' Pre - :- .: • . -`• 'li ---,:ii'',, ,' ' ," _-. • ' ":.' , , ..,.., -R ide:- Meer Date rigineer ICity.of,FriOtqn rarOortation '„-Dqte .. :_,;:,. - Deifgri Manager) '- -.• . ' . . . .7.' . . • ' - . :"..... • . . . . . . Reviewed By: Conk-tit By: --, i Cr,v,------ -.3-1,1‘. 0------- 7/22/22.. . . ' . Engineer of Record Date Skirety(Gr : . an 2 '34>Cost and/or.20°4 Date . . .. ., • —. ,':. Fea se) • :j' , . • . , . , , . . Reviewed BY: - ... . - Etfcli.i.seCi.By; '.. ' • .;- 1.7-'0. 7/26/2022 • 0'c''''''- --"-S -''' ':.•-•- ,- a/ po dA . . . ... .. .0,:111)On Project Manger Date CO'ntraCtOr. bate...,., _ : 'y,,.-.-: - , • •„.-..,,,,..--- , - • ,•• .. . --; • • . -.1 • . • Reviewed By ' . : , DoctiSigned by: • Approved by Cheryl Beyer via 7/20/2022 email Martin Pastucha . 7/27/2022 1 5:12 PM PDT 8138131FD98B4461j,. 'CitOkttoreley . . Date city or Renton Putilic works . Date . . Administrator/Mayor • ,.. . • -• - - . . • . . . ' Change Order Nip. 14 Contract Title: Duvall Ave NE Contract No. CAG 20-065 Page 1 of 4 . • - . . ..,, • .,_ • • DocuSign Envelope ID;8A203900-BE7E4145-1: ;92CEF0294397 THE CONTRACT. IS MOIDIFIEMAS FOLLOWS: b„0-.crtpttrolteitCkalrige,: As required in FWD No 17,--rTjip ContraCtoridirected to do the foflowing changed Work;- furnish and install 12,inch-•diarneter',pOlYprOpy[ene:storrn pipe between CB 31 and 32,in lieu Of:184ineh diameter polypropylene pipei per plan reViSibb:-.SD8- 0202'2, • :Removethekor-roSepl.3oot from CB 32 and provide grout for storm ipt:COnnettititi tiO.bepid.,Via 131 A8 IResOititionlaUtility Cornets byfette account: Nolhcreog anticipated.asihe'Proposal:quantity islo.decioate:. -* ROI-se:the inVeiteleValasibrIK6:24-irich-dialteter4folyprotiylenettdrb,pipe bawAgn.03.'31',..ptic(M171::0;and),gtoon.N,Iii.33 and the existingCB to the north, rierlilahleit.ition SO8,052022.- • Chip okit and remove unknown okisting,Ca:1)ackfill atoorkt.101.'aos.rioetzio.d.to construdtthe:ienorovements. The CDF removal and xtrp,groot-,wofkat.CEIZ:to be paid via i EA 8 ROSOlutiOb Of Utility CritiliCtS liVfOrteadeotint. NO iht,rate entiCigate4,eittle Proposal quantityls edeiloate As teciarodittrONsi 18—The Contractor is directed to do the fogowingthatioe4 wOrk: • F.urnish and install:neW.C341AC3TypelLatApproXidiate Sta.919457,31.S Left,And adjust storm pipe inverts Ca 27 and CB 29 per revision. $07;052'622Jniorder tchclear exiOng.utility conflicts.. •: Furnish and iristalla C3Typo 1,1.4tructu teat CB28 in:lieu of a CB Type 1 Structure. •• Furnish and install a:Olt*1 Structure at-C32710,lieu of a C8,Typelto Structure,perplan revision SD-74)52822.. • Furnish and install a CB Type 1 Structure at C8.401n.liou Of a CB Type.1L Structure, perplan revision 866,(1S°2622.. •chaitge0 rderno., 14 tontract.Title; Duvall Aye NE Contract No.. tA010.4365 , Page:2 of 4; DopkiSign Envelope ID;8A263900-BETE.4145-9C 2CEF0294397 )' A Excavate,addifronal cle.Oth-trenth as needed between Ca#30.80 ckv441A, As required in:04/.17:* Thp"ContrOt.tPtiS.Atreci10.4"t0 do ftfgf011Ovvitig changed Vgirkt• A Plift#9.-TrPg139 :01Pfl41:Ogg P.Otto.M.SO 04:25,,,,4,:401 .1.4",rt.0 Stp,9:2O:+254i 35' LTper S574061721, Revise the'curbramp.andsidewalk onlhe rto-Ithwtgiroevo-rouvall-AYerliteXE and E12th5tret,Odr plaweeyWon G1364061722 and FIDB40617.22, The quantity for BI A44 Polypropylene Storm Sewer Pipe 12 In 01.4rn i estimated to ihtte-as'ebyl23.5 'The quantity for l A45 Polypropylene Storm Sewer Pipe 18 In tiam is deleted The Proposal quantity for BI A8 Resolution of Utility tonflid,t$by force account is adequate foi,-the work. NO,•quahtity increaseanticipateel The Proposal quantity BI ffl.8 Unsviokile-ropocloIlop is Walt:, NO_q:Crariltit9 ihtreaSe,arititipted., The;quantify for BI MO Catch 8aArfTYp is!estimatedio increase,Oyi EA. There Isfnalloptistity change.'for Al A59:Trp .Bp(Biof.iltrot1oh Unit for the phitat 5ta..9204-25.4 LT The::additional work wilate'paid via the following Contract Rpm.atcontrpctiln4 price; • t hefe ua ntj ti aro a pproltil ,0 'Bid Item PpkyRispiTOK:5T9R.N.1 piAm =12.$4 LF, Qtmititity it:t eiirsed from 2,p10LF"tof3,033.5 o 41c1 Item No,, _+4.5 POLYPROPYLENE STORM SEWER PIPE IN DIAM =--130 1F,quantity rs'eeVisea from 130 Crto 01F, Bi:alfem NO.A59 CATCH BASIN TYPE1, 1 EA,ClaalltitNiitreViSed*rOiti 28 EA to ?9 :Chabge:Order No. 14 Contract Title Duvall Ave:N Contract No. GAG 20-065 Page 3:cif;4 DocuSign Envelope ID;8A263900-BE7E411454 '92CEF0294397 Reason for Change': Thertes.tiri tlliietft.cof flt with:fhp7:$tdriti lttiptitAietnefitsys:ShOin on the. plans.. These changes were needed tp.-repjy-p Aff:00..tAlg WO*; D.Yes I No Notherjgeto p$Ewprf.c., Materials: Na.cha nges. Plans:. Platr.Sheetsc50.6r052622,SD7052622iS084052022,SD7..,061721).:GRG'...:0617.22 and 1308L6611.24 • EquitableAO:I-sten elitt Thls..Charige Order dos inclu:dean.eitlitable adltiantent-,petSettlon.1109:4.6f the 2021 WS DOT/APWA:Sta ndgd Speelficatlens,,See attached, EXteritinhiefTiniti: The Tirnefer C.ornpletiptilseSterided OW.p*ing Days.; SectiOns.14044.and:1414.5 OfIlig:2011-Vt(SDovApwAStamlard•SpecificationA.shAilgoyarn tiacba.hge order.The Weeklif the referenced Corititactit..medified'to inclüdethechangeS' herein.The palonerft provideiffOt fl..shaHotigit-tito:thg COITINOteatiOlnal :Settletnentlotall toitt-of label;-equipriient,,materialS,overhead',prOfit,permit fees, other claims that may: blo-de by the'cionttoctot as.'"are$ult of tiits di hoe., TO be attached to Change Order: 0. Plans thange.Orcfer No. 14 Cdottea Title:: DüvaIl.Aie,NE Contract Na. CAG 20 pss Page 4 of.4 DocuSign Envelope ID:8A263900-BE74145-9( '2CEFQ294397 ) • . . .E.ctulti.lite:AdjmAplerit 0:efeirniinalion-:CO No.:14 l'iOidPtIN-001.6;:'1;10:01114§iii*PT-. cotfitkWiti4T*PliglIna.ipitnginc, By 1.,04StOff0f4. tiate:6121/22 _ . .C4nir.dcf - DoOttatt, q0.414,t,itY Ite 4o Decrtption 0100: Unit .0161€Prr Total • A44, RouRROPV,EM.. T0510EWEAVg0I19,11)1AMI 1235 LP $$$::00 MS rOtYpIRIP*KENtOr.0)NSEWEI*PiPt:10114.1.01AM 430 L .;-•$9;750F10 hitb. 134.5111 DIPEA _ EA, $1,40,100. . _ contract itgrn..0§t• „. - , - • .-.. , ,. . _ Dock;Sign Envelope ID:8A263900-BE7E41.454 ,92CEF0294397 '11. , _,,"1•7.1.-it`1,.... - - -" -112110Inamins2. _ r C.2464121.22044.2annaIanniC I.I@O' 1.0,22.2.22422. ninularrau I. 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