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HomeMy WebLinkAboutCAG-20-065 - Duvall - Change Order 13 iR Change Order No. 13 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 El 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. 013 School Dist Frontage Contract Title: Duvall Avenue NE Contract No. CAG-20-065 Page 1 of 1 City of Renton Field Directive No: 12 Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 By. Federal Aid No: N/A 411111' TIB No: N/A Date: Construction Manager: Tani Stafford 4/12/2022 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: Remove and dispose of the existing 12-inch diameter culvert at Sta 910+10 LT. Remove and dispose of the existing 12-inch diameter culvert at Sta 912+00 LT. Backfill the void with Gravel Borrow per 7-08.3(3). The quantity for BI A20 Removing Storm Sewer Pipe is estimated to increase by 60 LF. The quantity for BI A27 Gravel Borrow Incl. Haul is estimated to increase by 20 Tons. Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments: The approximate quantity increase for bid item BI A20 Removing Storm Sewer Pipe=60 LF @$25/LF=$1,500. The approximate quantity increase for bid item BI A27 Gravel Borrow=20 TN @ $35/Ton=$700. A Change Order covering this Field Directive will follow immediately. Contractor Date City of Renton Field Directive No: 19 Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG 20 065 By: , =' Federal Aid No: N/A TIB No: N/A , Date: 5/26/2022 Construction Manager: Tani Stafford 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: 1. Furnish and install depressed Traffic Curb and Gutter(BI A73)and curb slope transitions for cement concrete driveway entrance in lieu or full height curb and gutter between Sta.908+80.64, LT and Sta 909+22.53 LT. See revised Drawing No.RD6. 2.Omit Traffic Curb and Gutter(BI A73)between Sta.911+12.96, LT and Sta.911+72.90, LT;between Sta. 916+63.23, LT and Sta.917+23.24, LT. See revised Drawing No. RD6,RD7 and RD8. 3.Revise the depressed Traffic Curb and Gutter(BI A73)and curb slope transitions for the Church Dwy N and Church Dwy S locations between Sta 917+80.63 LT and Sta 918+10.63 LT,and between Sta.918+65.35 LT and Sta.919+06.35,LT.For the Church Dwy N and Church Dwy S the sloped curb transition length shall be increased to 6ft(from 5ft),see revised Drawing No. DW2, RD7 and RD8. 4.Add depressed Traffic Curb and Gutter at the future curb ramp location on the SW corner of NE 12th Street and Duvall Ave N between Sta 919+39.74,35.4'LT and then 6.3'northwest along the curb radius. 5.A total of 48 LF of Trench Drain(BI A58)shown on Sheets SD6 and SD7 shall be furnished and delivered to the City(for future installation by others),in lieu of furnishing and installing. 6.The PVC Storm pipe(BI A43)at CB#27 and CB#41 shall be stubbed and capped 1 foot beyond the back of sidewalk. See revised Drawing No.SD6 and SD7. The quantity for BI A43 Solid Wall PVC Storm Pipe 4 In. Diam.is estimated to decrease by 62 LF. BI A58 Trench Drain is deleted for a decrease in quantity of 50 LF. The quantity for BI A73 Cement Conc.Traffic Curb and Gutter is estimated to decrease by 120 LF. 4 Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments: The approximate quantity decrease for bid item A43 Solid Wall PVC Storm Pipe 4 In. Diam=-62 LF @$20/LF=- $1,240.00 The quantity decrease to delete bid item A58 Trench Drain=-50 LF @$100/LF=-$5000.00 The approximate quantity decrease for bid item A73 Cement Conc.Traffic Curb and Gutter=-120 LF @$25/LF=- $3,000.00 The additional inceased lump sum price to furnish 48 LF of trench drain to the City is TBD. A Change Order covering this Field Directive will follow immediately. Contractor Date Equitable Adjustment Determination - CO No 13 Project Name:Duvall Avenue NE Contractor:Reed Trucking&Excavating Inc. Contract No:CAG 20-065 By: Tani Stafford Construction Manager: Tani Stafford,PE Date:6/13/22 Contract Item Cost Contract Quantity Item No. Description Change Unit Unit Price Total A20 REMOVING STORM SEWER PIPE 60 LF $25.00 $1,500.00 A27 GRAVEL BORROW INCL. HAUL 20 TN $35.00 $700.00 A43 SOLID WALL PVC STORM PIPE 4 IN. DIAM. -62 LF $20.00 -$1,240.00 A58 TRENCH DRAIN -50 LF $200.00 -$10,000.00 A73 CEMENT CONC.TRAFFIC CURB AND GUTTER -120 LF $25.00 -$3,000.00 Contract Item Cost -$12,040.00 ESTIMATED CHANGE ORDER COST l -$12,040.00 Narrative: An equitable adjustment of -$12,040 has been determined based on estimated quantity changes in bid items. FWD No 12 was issued on 4/12/22 directing the Contractor to remove additional existing storm pipe in work zone E (WZE). The Engineer's Estimate for the additional removals and additional gravel borrow was included in FWD No 12 at +$2,200.00. FWD No 19 was issued on 5/26/22 directing the Contractor to delete the trench drain from the project in WZE, and to make changes to the curb and gutter to match the School District's design in WZE. The Engineer's Estimate for the changes in FWD 19 is -$6,040, which assumed that the Contractor would furnish the trench drain material to the City. It was later confirmed that the Contractor had not yet ordered the trench drain, so the equitable adjustment was revised to include deleting the trench drain. The revised estimate for FWD 19 is -$14,240, based on unit prices. The net deduction for CO 13 = +$2,200 - $14,240 = -$12,040.00 Determination of Additional Working Days A determination of zero additional working days was made. Engineer's Estimate for FWD 12: Rough Cost Estimate,V IPSDOT Construction Manual a-0K.4,Changes. Cost Adjustments: The approximate quantity increase for bid item Eli AZO Removing Storm Sewer Pipe=GO IF @$25/LF=$1,500. The approximate quantity increase for bid item BR AZ7 Gravel Borrow=20 TN $35fTon=$7130. Engineer's Estimate = +$2,200.00 Engineer's Estimate for 19: City of Renton-Duvall Ave NE,CAG 20-026 FWD No 13-School Frontage Revisions Engineer's Estimate Date:4/21/22 Contract Item No. Description Qty Change Unit Price Amount A43 Solid Wall PVC Storm Pipe 4 In.Diam -62 LF $20.00 -$1,240.00 A58 Trench Drain -50 LF $100.00 -$5,000.00 A 73 Cement Conc.Traffic Curb and Gutter -120 LF $25.00 -$3,000.00 13-A107 Furnish Trench Drain to City 1 LS $2,500.00 $2,500.00 Assume materials are 50%of cost Total Cost -$6,740.00 Engineer's Calculation of Additional Working Days The changed work will not result in a reduction or addition of working days. More work was required for the additional culvert removals, but there was a corresponding reduction in work for the deletion of the trench drains. The curb changes do not result in a change in working days. . 4. DocuSign Envelope ID:55CBD2DB-3BCD-4FB0-) 8C1B0BD6369E t 1 CAG-20-065, CO #13-22 %T ) Change Order No. 13 Contract Title: Duvall Avenue NE Contractor: Reed Trucking and Excavating,Inc. Contract No. : CAG 20-065 Federal Aid No. : N/A ® Ordered by Engineer ❑ Force Account ❑ Proposed by the Contractor(VECP) ® Bid Item ❑ Unilateral ❑ Lump Sum Amount Working Days Original Contract: $5,218,171.95 260 Current Contract: $5,352,554.78 262 Estimated Net Change This Order: -$12,040.00 0 New Contract: $5,340,514.78 262 Prepared By: Iss By: Re dent E neer ---) Da e ngineer City of Renton Transportation Date Design Manager} Reviewed By: Consent By: C,37----^—_'kvk C----- 6/28/22 Engineer of Record Date Surety(G tan 25%cast and/or20% Date t' ncrease) Reviewed By: Endorsed By: ilz,,K- „----. 6/29/2022 0 — ? g_?°ar2 e. f Renton Project Manager Date Contractor Date Reviewed By: f--DocuS fined by: Approved by Cheryl Beyer via 6/22/2022 email Martin Pastucha 7/27/2022 i 5:25 PM PDT 8B8131FD98B449D... City Attorney Date City of Renton Public Works Date Administrator/Mayor Change Order No. 13 Contract Title: Duvall Ave NE Contract No. CAG 20-065 Page 1 of 4 DocuSign Envelope ID:55CBD2DB-3BCD-4FB( 8-8C1B0BD6369E THE CONTRACT IS MODIFIED AS FOLLOWS: Description of Change: As required in FWD No 12 —The Contractor is directed to do the following changed work: • Remove and dispose of the existing 12-inch diameter culvert at Sta 910+10 LT. • Remove and dispose of the existing 12-inch diameter culvert at Sta 912+00 LT. Backfill the void with Gravel Borrow per 7-08.3(3). The quantity for BI A20 Removing Storm Sewer Pipe is estimated to increase by 60 LF. The quantity for BI A27 Gravel Borrow Incl. Haul is estimated to increase by 20 Tons. The additional work will be paid via the following Contract Item at Contract Unit price, this quantity are approximate: o Bid Item No.A20 REMOVING STORM SEWER PIPE=60 LF, Quantity is revised from 230LF to 290 LF. o Bid Item No. A27 GRAVEL BORROW INCL. HAUL=20 TN, Quantity is revised from 530TN to 550 TN. As required in FWD No 19 -The Contractor is directed to do the following changed work: • Make the following revisions to the cement concrete traffic curb and gutter and storm improvements on the west side of Duvall Ave NE between NE 10th Street and NE 12th Street: o Furnish and install depressed Traffic Curb and Gutter(BI A73)and curb slope transitions for cement concrete driveway entrance in lieu or full height curb and gutter between Sta. 908+80.64, LT and Sta 909+22.53 LT. See revised Drawing No. RD6. o Omit Traffic Curb and Gutter(BI A73) between Sta. 911+12.96, LT and Sta. 911+72.90, LT; between Sta. 916+63.23, LT and Sta. 917+23.24, LT. See revised Drawing No. RD6, RD7 and RD8. o Revise the depressed Traffic Curb and Gutter(BI A73)and curb slope transitions for the Church Dwy N and Church Dwy S locations between Sta 917+80.63 LT and Sta 918+10.63 LT, and between Sta. 918+65.35 LT and Sta.919+06.35, LT. For the Church Dwy N and Church Dwy S the sloped curb transition length shall be increased to 6ft(from 5ft), see revised Drawing No. DW2, RD7 and RD8. Change Order No. 13 Contract Title: Duvall Ave NE Contract No. CAG 20-065 Page 2 of 4 • DocuSign Envelope ID:55QBD2DB-3ECD4FB(1-( s',.- C1BOBD6369E ) o :Add:,depressedliarffit rEf and ieii{iirecurErarnplpcat1on onifigSX0' cornarot-Nt tireatand b.uv1I Avelti:bgtargan&a"4,1§.444:14 .41;tiand Mem ,6:84110-r.thwo:st.p1ongAlig:cOritragiupi "0111,1t Of TO:WY:Of:410 tii:1:AgiVroiggt wde The P.M5tAriXt14111.0.(31:441)AgB#Z7 kria'camad lloot ';.13:090,4t1):001.0.6,.06.1:cre.Wak!Sfe:it.g9it...0.01P0Viifterft5.9:5,ancl.5.0.7,. 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Ihtt.gtliatigetNigJeAtliteitad. g.dtoorM..ticfgfrodaggInrtprovgrrygritsx Affed$DBE 11:1 changes b0E, matejlajc, NP rlgPgi ,P1411* Platt 8hoetSii,84.14111.4,Sti.6.4051.612i Sp1;052'62-41115-64:652-62:kikb-7.46.6212:440.8.i - - - - - !Change Order No '13! ,contrget -‘gt-1011.Avg JE 'Contract No. • 21065 Rag-61;0A • DocuSign Envelope ID:55C8D2DB-3BCD4F13: ')8-8C1BOBD6369E tguiti6,Mitisintertit Thlithange-Dfdaftioesinclude an requitable acljutinentper-SectibnI4.054;:of the 1011. WS.00t140WA atah.diti„ Utension 1110111.refOfOfCt1PI ê dQWking Dayk this Change ;tLectiiihs'f:i704,4;,,arki,i704.5„Oft*202,1MSDOVAMVA1Staticialli Stjetifitatitirit Shall tollerft 00Arflif***01.the referenced gootraolo::tiwiliftestto tridliglothe changs Aetalield éi .Thpayment_provided for herehtshall constitLitethe•comfileteand:linal :settlenlenKfor411',:posto,gt labor,equipment, Pv.grheact,,orcifit4fOrrOit all ;other:claims that mayrbw:made hrtheitOntractor as.:e,mukotthis changes tall.t.ankched it,0],citatigo,or:dia .tgl 'Prows: . „ _ Change Offig1416:7 __ .C.00trA..41104.; iPtiVallAto NE Contract:rio :0A01045. _ PagetoN DocuSign Envelope ID:55CBD2DB-3BCD-4FBO-, -8C1B0BD6369E Equitable Adjustment Determination - CO No 13 Project Name:Duvall Avenue NE Contractor:Reed Trucking&Excavating Inc. Contract No:CAG 20-065 By: Tani Stafford Construction Manager: Tani Stafford,PE Date:6/13/22 Contract Item Cost Contract Quantity Item No. Description Change Unit Unit Price Total A20 REMOVING STORM SEWER PIPE 60 LF $25.00 $1,500.00 A27 GRAVEL BORROW INCL. HAUL 20 TN $35.00 $700.00 A43 SOLID WALL PVC STORM PIPE 4 IN.DIAM. -62 LF $20.00 -$1,240.00 A58 TRENCH DRAIN -50 LF $200.00 -$10,000.00 A73 CEMENT CONC.TRAFFIC CURB AND GUTTER -120 LF $25.00 -$3,000.00 Contract Item Cost -$12,040.00 ESTIMATED CHANGE ORDER COST I -$12,040.00 DocuSign Envelope ID:55CBD2DB-3BCD-4FB :8-8C1BOBD6369E Liam?:_ _ i i s 104.1V6rae.1 II.w..mm ^,, '_�._;1°PfINAT. wn(wu.ro A-4 A A w I vn11 ' 1 SUS MD CA.THS tt_..�.,, `sw+an., o1MA1fIMNlINENF "'a r.s..f o .oc.lwr�l.w w CM 94 AULM I !/!.;ITWIWYI AVKLLP? 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