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Home My WebLink AboutCAG-20-065 - Duvall - Change Order 21 Change Order No. 21 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. 021 CB 37 Revisions Contract Title: Duvall Avenue NE Contract No. CAG -20-065 Page 1 of 1 City of Renton Field Directive No: 27 • ? Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 Federal Aid No: N/A By. . TIB No: N/A Date: Construction Manager: Tani Stafford 9/14/2022 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: Near Sta.919+48,RT,remove existing CDF to curb and sidewalk grade as needed. Remove existing CDF as needed for installation of storm facilities. Furnish and install a Concrete Inlet in lieu of a Catch Basin for CB#37. Furnish and install DI sewer pipe 12"diam.in lieu of polypropylene storm sewer pipe 12"diam.to connect to existing CB#38. Revisions are shown on Plan Sheet 5D7-091422. Cost for removal of the existing CDF will be tracked by force account and paid via A8 Resolution of Utility Conflicts. The amount is TBD. BI A44-Polypropylene Storm Sewer Pipe 12 In.Diam.-delete 20.8 LF BI A48-Ductile Iron Sewer Pipe 12 In.Diam.-add 19.8 LF BI A49-Concrete Inlet-add 1 EA BI ASO-Catch Basin Type 1-delete SEA Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments: Additional cost for CDF removal Item A8 Resolution of Utility Conflicts,1 FA @$TBD Approx change for BI A44-Polypropylene Storm Sewer Pipe 12 In.Diam.-delete 20.8 LF @$55/LF= -$1,144.00 Approx change for BI A48-Ductile Iron Sewer Pipe 12 In.Diam.-add 19.8 LF @$90/LF=$1,782.00 Approx change for BI A49-Concrete Inlet-add 1 EA @$1,200/LF=$1,200.00 Approx change for BI A50-Catch Basin Type 1-delete 1 EA @$1,400/LF=-$1,400.00 A Change Order covering this Field Directive will follow immediately. Contractor Date no l®„ IN010F.'i.au' See Plan Sheet SD7-052822 for GENERAL NOTES: Iru 1 ;niiew�o woa;, Lother plan revisions 1 Lo.N1.Etww.l.x1DWN,....1.f].w �.: Mnr.M it, o�ia. 45..�......(...W.Y..r...wf.Fo n`Qa--emu_ 4.n0.1....11600.113•w E45114 u.nl-{n..o zv n.m.0 m.a4lFuaal.{.W Y NOM ---- I--_ J �,`,i .i:,...p7 '�� u� 1. .00-roN.lrw.a w.u. ' ' .W�.B�SR. (^> w .. a (� t,lo 99 P5115 tar.ln.wxD.]ano.DR, _`-� 5.91.1 ~A. t sr•u '� z veca.fronw:]o]a i:ut5i ® r.Y•voR us5r Ol M.N. wnAa TO nN nxN.om nMn t11 OM.{N.O w1J �� Y.N{ Ml.w { rF4x4LIfLLrlwx Ml.E.RLLt.grtngF,rn O0- �tll iI - - _, _ pl CON AoruN]I{.w.5011...11.1.15 O ti Mon NNx{sNWantwn WYNOF iN txO[ • DUVALL AVENUE NE q 50..0091.1.01. _ _ • ulvrwn pKVMm..:..n.w 71 orwwuy,wsuNiorw.o.moi.0 -- 2 r EOM I.WO fUY fnsw>s4 uO� / r^ N. NOES: .1.'anR E. mEl.wo.,ro._nc Cw� ^� .p _..... .L pr1.Y{11111.11.16.511911001001i� SRO SIT !C ® caO1{.1xN]nFlL.frDYJ.1YJ4 F N..11.4 . ! e.:.._"••, .;FLAN coc{�rl r.YRn.cn sm MxlNeY ® x{Y...w 1•YCD5 INRMnt55 0016411lT .0.1./fWr.w1•11.0.55N1.Maa{N 001591 NM.15 T n•Ylivr a.�aq,rFb(1D , Rw11N fi t. f..1rg01a la•NI . CD.N4UDSx..Mu. i 11.90- WY.R0951 N..0 SCAN i.Fl -___ rForoRD4MD{Yr Z D N •t..iNt b 1 YxIR.I y ai , .4101•001r.NI 4 n{x fom4Yum ------ ".t 4l U 10 It awl M. O.wr.1111111.111.11 M w} IN.110511r.N WW.t. cN•41 f MM... n.Yn.1 k I MAN ITRR'WI - - s...N•wl s. x•519M 91.. NI- l YnWI.'..5 tars NI,.a" x..Y.YwDr.R N..Y 1]w IIr,Y 1 1 w 4.7 L•Nr.Y'TW�IY',FI N.{Y]sDV. MI i - -.- 1.-.----_ NIN0.1 ,n Novi Ilamnur l I 77 A* H _t 7R Sat .. �■ OR -R ■ SIR _x X SC. as -�1 �H 3i3 a'c SE `.z 33 3 E nw{5 1 nWY ' • SY.M ...... �s .. .__RIB. _. • M. e PROFILE Nwlx l•.n SD7.081722 3 3 .....wwv. .. .M rmn- 4... . : r�N,CI�OF«ENTON MAIL AVE NE o SD7 ® CONFORMED SET m0.a w $LDNM MAN AND PROW �.i .vaatmo .. M - __ tiNN.N ....... ., .a. srA9]SHEET805lly� l. Mr man .m.._ T]w{Y.W or.YwY Equitable Adjustment Determination - CO No 21 Project Name:Duvall Avenue NE Contractor:Reed Trucking&Excavating Inc. Contract No:CAG 20-065 By: Tani Stafford Construction Manager: Tani Stafford,PE Date:9/30/22 Contract Item Cost Contract Quantity Item No. Description Change Unit Unit Price Total A44 Polypropylene Storm Sewer Pipe 12 In. Diam -20.8 LF $55.00 -$1,144.00 A48 Ductile Iron Sewer Pipe 12 In.Diam. 19.8 LF $90.00 $1,782.00 A49 Concrete Inlet 1 EA $1,200.00 $1,200.00 A50 Catch Basin Type 1 -1 EA $1,400.00 -$1,400.00 Contract Item Cost $438.00 ESTIMATED CHANGE ORDER COST I $438.00 Narrative: The equitable adjustment for this change order is determined to be approximately $438, the exact total to be determined by the actual quantity installed. On 9/14/22 FWD No 27 was issued which directed the Contractor to remove existing unknown cdf that was in the way of the storm and sidewalk improvements around CB#37. On 9/16/22 the engineer's estimate was prepared for a total of$438.00 based on estimated changes in quantity for unit price items. The force account work for cdf removal is paid via bid item A8 Resolution of Utility Conflicts. This added work is estimated to be $5K based on 8 hours of Reed Trucking crew time. Bid item A8 Resolution of Utility Conflicts has sufficient quantity remaining to cover this added work and no increase is needed. Determination of AG'uiLional Working Days A determination of zero additional working days was made. • Engineer's Estimate Engineer's Estimate FWD No 27 Project Name:Duvall Avenue NE Contractor:Reed Trucking&Excavating Inc. Contract No:CAG 20-065 By: Tani Stafford Date:9/16/22 Bid Item Changes Sch A Bid Item Quantity No. Description Change Unit_ Unit Price Estimated Cost A8 Resolution of Utility Conflicts _ 1 FA _ $0.00 $0.00 A44 Polypropylene Storm Sewer Pipe 12 In.Diam -20.8 LF $55.00 -$1,144.00 A48 Ductile Iron Sewer Pipe 12 In.Diam. _ 19.8 LF $90.00 $1,782.00 A49 Concrete Inlet 1 EA $1,200.00 $1,200.00 A50 Catch Basin Type 1 -1 EA $1,400.00 -$1,400.00 Estimated Bid Item Cost Sch A $438.00 A8 RESOLUTION OF UTILITY CONFLICTS 1 FA $5000 THE REMAINING PROPOSAL QUANTITY IS ABOUT $12k SO NO INCREASE NEEDED Engineer's Calculation of Additional Working Days The Contractor is ahead of schedule due to the City granting them permission to work 10-hour days. -�. " - - DocuSign Envelope ID:46564951-4778-485D-9BFc _:)CA5A0E18E CAG-20-065, CO #21-22 0 Y o, DIFT Change Order No. 21 Contract Title: Duvall Avenue NE Contractor: Reed Trucking and'Excavating, Inc. Contract No.: CAG 20-065 Federal•Aid No. :, N/A ® Ordered by Engineer 0 Force Account ❑ Proposed by the Contractor(VECP) 1X+ Bid Item ❑ Unilateral 0 Lump Sum Amount Working Days Original Contract:. . $5,218,171.95 260 • • Current Contract: $5,389,823.55 262 Estimated Net.Change This Order: +$438.00 0 New Contract: $5,390,261.55 262 • Prep red By: I e By: 10/4/22 ?-- R sident ngin Date Engineer(City of Renton Transportation Date Design Manager) Reviewed By: Consent By: 10/6/2022_ N/A Engineer of Record Date Surety an 25%cost and/or 20% Date• increase) Reviewed By: Endorsed By: 10/6/2022 ' C' Renton rojFr ect Manager Date Contractor Date Reviewed By: Docuslynea by: Approved by Cheryl Beyer via 10/6/2022 email Martin Pastucha 10/31/2022 I 9:11 AM PDT 888131FD98B449D... City Attorney Date city of Kenton Public Works Date Administrator/Mayor Change Order No. 21 Contract Title: Duvall Ave NE Contract No. CAG 20-065 Page 1 of 3 DocuSign Envelope ID:46564951-477S-485D-9B'__ ,'DCA5A0E18E THE CONTRACT IS MODIFIED AS FOLLOWS: Description of Change: As•requiredrin FWD No 27—The Contractor is directed to do the following changed work: Near Sta.:919+48,RT,remove existing CDF to curb and sidewalk grade as needed. Remove existing CDF as needed for installation of storm facilities. Furnish,andinstall;a Concrete-Inlet in,lieu of a Catch Basin for CB#37'. Furnish and install DI sewer-pipe 12" diam. in lieu of polypropylene storm sewer pipe 12"diam.t_o connect CB#37 to existing CB.#38. Revisions.are shown on Plan Sheet SD7-091422.Cost for-removal of the existing CDF will be tracked by force account and paid via A8 Resolution,of Utility Conflicts. The Proposal quantity for BI A8 Resolution of Utility Conflicts by force account is adequate for the work: No quantity increase is anticipated. The quantity for BI'A44—Polypropylene Storm'Sewer Pipe 12 In.Diam.is estimated to decrease by 20.8•LF. The quantity for contract item A48—Ductile Iron Sewer Pipe 12 In. Diam. is estimated to increase by 19.8 LF, The quantity for contract item A49—Concrete Inlet is estimated to increase by 1 EA. The quantity for contract item A50—Catch Basin Type 1 is estimated to decrease by 1 EA. Reason for Change: Due to the depth of bury over an existing communication duct bank,the storm pipe connection between CB#37 and CB#38 needed to be raised in order to avoid a conflict. The storm pipe material needed to be changed from Polypropylene Storm Sewer Pipe to Ductile Iron pipe due to the shallow cover. There was CDF backfill found around the existing utilities in the vicinity of CB#37'that was an unknown condition. The CB#37 structure was changed rom a CB Type 1 structure to a Concrete Inlet in order to minimize CDF removal work. i Change Order No. 21 Contract Title: Duvall Ave NE Contract No. CAG 20-065 Page 2 of 3 DocuSign Envelope ID:46564951-4778-485D-9B0, DCA5A0E18E Affects DBE Work: ❑Yes ® No No changes to DBE work. Materials: No changes. Plans: Plan Sheet SD7-091422 Equitable Adjustment:. This Change Order does include an equitable adjustment per Section 1-09.4 of the 2021 WSDOT/APWA Standard Specifications. See the attachment. Extension of Time: . • tt The Time for Completion is extended 0 Working Days. Sections 1-04.4 and 1-04.5 of the 2021 WSDOT/APWA Standard Specifications shall govern this Change Order.The Work of the referenced Contract is modified to include the changes detailed herein.The payment provided for herein shall constitute the complete and final settlement for all costs of labor,equipment,materials,overhead,profit,permit fees,and all other claims that may be made by the Contractor as a result of this change. • To be attached to Change Order: ►� Plans Change Order No. 21 Contract Title: Duvall Ave NE Contract No. CAG 20-065 Page 3 of 3 DocuSign Envelope ID:46564951-4778-485D-9B+,_ :rDCA5A0E18E Equitable Adjustment Determination-CO No 21 Project Name:Duvall Avenue NE Contractor:Reed Trucking&Excavating Inc. Contract No:CAG-20-065 By: Tani Stafford Construction Manager: Tani Stafford,PE Date:9/30/22 Contract Item Cost Contract Quantity Item No. - Description Change Unit Unit Price Total A44 Polypropylene Storm Sewer Pipe 12 In.Diam -20.8 LF $55.00 -$1,144.00 A48 Ductile Iron Sewer Pipe.12 In.Diani. 19.8 LF • $90.00 $1,782.00 A49 Concrete inlet , 1 EA $1,200.00 $1,200.00 ASO Catch Basin.-Type 1 -1 EA-• $1,400:00 -$1,400.00 Contract Item Cost $438.00 • • ESTI MATED_CHAN6E_ORDER;COST;''; • • DocuSign Envelope ID:46564951-4778-485D-9BF )CA5A0E18E -ZZra: '.�•�• ;r,,,,,,,:, 71110.~Y" ^""'-,"`• See Pear Sneer S07-o528221a , uN.......v,. .•...... .r.nr;..c �. otlrer pran rertsrons V_ �a r�•'r•1 ....., i t s..,r' cC,�� r.n.v...u. ,..al, "n •. r..auu.w...0 s=z .was..- -..---s .� wM9...,i Nr.x.,o .n..xr o eWRIIAV[MIHNE -• ,YN .. .it i it, . ,, ;� { ;-,r.MA - O.,.N,i,N.u.„tiw..I. I. a.w, — =s ....,,.. ..rat,”w,m_ • 1.. 1 0 W./w.,,,.,aim,',u°9..°: r t7 „ — -- I —r--i _ __ — —r 1¢ 4.40.0011.141101. S anw . �� , c'Nawa1 { a. j .�A1�1 I 1` _--.wy.uNam. i i_. ,ow r.. 000.• 4.NV.NYV Y. .WU.NY.N. a MNr 4.V,...V _ ,1 L y. .,.Mp MWs..r.., / I+VV.NM • Nwr. r IiL! __Wtl ,e/S4r fit1,1 114 i_—. 1 [WT. MOM I., or/aMao* luvu.A.cr sw _—..._. .. _- -,Lx•". _ vz.ir�w... .2111 C Y� N _ W__ NIU.m IO SIAi}1.00 us i 1 DocuSign Envelope ID:46564951-4778-485D-9E 7DCA5A0E18E Gst Y C. Change Order No. 21 o� Backup NT 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. 021 CB 37 Revisions Contract Title: Duvall Avenue NE Contract No. CAG -20-065 Page 1 of 1 DocuSign Envelope ID:46564951-4778-485D-9BF DCA5A0E18E City of Renton of v 0,. Field Directive No: 27 . . Project Name: Duvall Ave NE 4ENtOt Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 Federal Aid No: N/A _By: TIB No: N/A —Date: Construction Manager: Tani Stafford 9/14/2022 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: Near Sta.919+48,RT,remove existing CDF to curb and sidewalk grade as needed. Remove existing CDF as needed for installation of storm facilities. Furnish and install a Concrete Inlet in lieu of a Catch Basin for CB#37. Furnish and install DI sewer pipe 12"diam.in lieu of polypropylene storm sewer pipe 12"diam.to connect to existing CB#38. Revisions are shown on Plan Sheet SD7-091422. Cost for removal of the existing CDF will be tracked by force account and paid via A8 Resolution of Utility Conflicts. The amount is TBD. BI A44-Polypropylene Storm Sewer Pipe 12 In.Diam.-delete 20.8 LF BI A48-Ductile Iron Sewer Pipe 12 In.Diam.-add 19.8 LF NI A49-Concrete Inlet add 1 EA BI A50-Catch Basin Type 1 delete lEA Rou h Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments: Additional cost for CDF removal Item A8 Resolution of Utility Conflicts,1 FA @ STBD Approx change for BI A44 Polypropylene Storm Sewer Pipe 12 In Diam.-delete 20.8 LF @$55/LF= -$1,144.00 Approx change for BI A48-Ductile Iron Sewer Pipe 12 In.Diam.-add 19.8 LF @$90/15=$1,782 00 Approx change for BI A49-Concrete Inlet-add 1 EA @$1,200/LF=$1,200.00 Approx change for BI A50-Catch Basin Type 1 -delete 1 EA @$1,400/LF=-$1.400.00 A Change Order covering this Field Directive will follow immediately. Contractor Date DocuSign Envelope ID:4 6 564 95 1-4 77 8-48 5D-9E 7DCA5A0E18E ,-N.,Nwa;+i'®q �Q iworal.JNw' /v.r4v�r� 1'.^v..,..She O7-0 WARY NOTft.,u�w1...u..,.., I N w..NNSPe Plan Sheol SD7-052022 for ,* u* afarnw i.N4**. . 0616r plan revisions , oar OMO I J \\ ..N. .t o «w M� -n.=g rc r G Q - -- --- • KO*Mal wro.fa','OMm1'a*..mawNtnw Wm. PST RIN11 J O DUV O v WtMaO..f�tl,O,w tPfal,m a \ . II.arak IrVr sN �.IIum.N__ .,M.caur Nw/�I�mmb a.P .t _ ga.rgll AVENUE NE I -tint NnnNN1R*1101* rJJR(r.ImN wWwwnswEtEs[Es.,wnnm 1CO YOWEW01. N M..qv,.t. # N N.e0.N01/.1m I NORM I .me1Nw'w�/� , woman;MOM Inman Mal m1N.e.E.NR.t ::z.:�_:.�� i � ..aJN.....m�oJl.,aM,AS* 7.....mN.t, c ,tc. . ,FLAN .n.uwaw>�,.„erwgm R _.. ' Nq 4P Irw 1 F .__ GM* 1 ( iiNMONIMMISE1-,\ 1.1 PPS—_ _ Mqyao*� }l. _ - _ _. { N, : ,.Iii::: __ uqt..w; —.._.r- nwlROgbA. mRRgmf�!• w r.ir�\ 1 Jt.i W.n 1y .._} ...._...l+UNOrt1,.nl _ .r.._ i+.,fMN.N\ MWAnKJ trn ! ....:. .wiN14��tq'.q*y'IR� __.�. .i._... fi 'i tWylmRT ff': li. R.2 i \Li �Ii :R J: 9'^`I' nE.e i3 >i _...._ i e. EPOERI Km M tMEM — Cm Of RFNiON tNMML MN RE r �� r t.—. CONFORMED SEE .u.......�. JYmV �mmrm =1.1111111111111111111111111011111111 � .F,-.. t/011R111RR MO RIME ww JYNw. 9R_ .• Nr__ 4MAMil t of 11EJ•m :..J... DocuSign Envelope ID:46564951-4778-485D-9BF., JCA5A0E18E Equitable Adjustment Determination - CO No 21 Project Name:Duvall Avenue NE Contractor:Reed Trucking&Excavating Inc. Contract No:CAG 20-065 By: Tani Stafford Construction Manager: Tani Stafford,PE Date:9/30/22 Contract Item Cost Contract Quantity Item No. Description Change Unit Unit Price Total A44 Polypropylene Storm Sewer Pipe 12 In. Diam -20.8 LF $55.00 -$1,144.00 A48 Ductile Iron Sewer Pipe 12 In.Diam. 19.8 LF $90.00 $1,782.00 A49 Concrete Inlet 1 EA $1,200.00 $1,200.00 ASO Catch Basin Type 1 -1 EA $1,400.00. $1,400.00 Contract Item Cost $438.00 ESTIMATED CHANGE ORDER COST 1 $438.00 Narrative: The equitable adjustment for this change order is determined to be approximately $438, the exact total to be determined by the actual quantity installed. On 9/14/22 FWD No 27 was issued which directed the Contractor to remove existing unknown cdf that was in the way of the storm and sidewalk improvements around CB#37. On 9/16/22 the engineer's estimate was prepared for a total of $438.00 based on estimated changes in quantity for unit price items. The force account work for cdf removal is paid via bid item A8 Resolution of Utility Conflicts. This added work is estimated to be $5K based on 8 hours of Reed Trucking crew time. Bid item A8 Resolution of Utility Conflicts has sufficient quantity remaining to cover this added work and no increase is needed. DocuSign Envelope ID:46564951-4778-485D-9E 7DCA5A0E18E Determination of Additional Working Days A determination of zero additional working days was made. • DocuSign Envelope ID:46564951-4778-485D-9BF�,OCA5A0E18E Engineer's Estimate • • Engineer's Estimate FWD No 27 Project Name:Duvall Avenue NE Contractor:Reed Trucking&Excavating Inc. Contract No:CAG 20-06S By: Tani Stafford Date:9/16/22 Bid Item Changes Sch A -- I Bid Item Quantity No. Description Change Unit Unit Price Estimated Cost A8 Resolution of Utility Conflicts 1 FA $0.00 $0.00 A44_Polypropyle`ne Storm Sewer Pipe 12 In.Diam -20.8 LF $55.00 -$1,144.00 A48_Ductile'Iron Sewer Pipe 12 In.Diam. , • 19.8 LF $90.00 $1,782.00 A49 Concrete Inlet 1 EA $1,200.00 $1,200.00 A50 Catch Basin Type 1 -1 EA $1,400.00 -$1,400.00 Estimated-Bid Item Cost Sch A $438.00 A8 RESOLUTION OF UTILITY CONFLICTS 1 FA $5000 THE REMAINING PROPOSAL QUANTITY IS ABOUT$12k SO NO INCREASE NEEDED DocuSign Envelope ID:46564951-4778-485D-91'_ _:`I,7DCA5A0E18E _ 1 Engineer's Calculation of Additional Working Days The Contractor is ahead of schedule due to the City granting them permission to work 10-hour days.