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HomeMy WebLinkAboutCAG-20-065 - Duvall - Change Order 6 Change Order No. 06 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. 06 CB2 to CB6 Revisions Contract Title: Duvall Avenue NE Contract No. CAG -20-065 Page 1 of 1 City of Renton Field Directive No: 8 Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 By: N/A Federal Aid No: N/A TIB No: N/A Date: Construction Manager: Tani Stafford 2/16/2022 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 additional work: Revise the storm pipe profile between CB No 2 and CB No 6 in order to avoid a conflict with an existing conduit, as shown on Plan Sheet SD1 and SD2 plan revisions,attached. The extra excavation will be paid via BI A28 Unsuitable Foundation Excavation Incl. Haul The imported natural CSTC for trench backfill will be paid via the new contract item identified in FWD No 5 @ $14.82/TN The additional riser materials needed for the CB No 3 and CB NO 5 will be paid via force account via BI A8 Resolution of Utility Conflicts. The quantity for BI A28 Unsuitable Foundation Excavation Incl. Haul does not need to be adjusted. The Proposal quantity is adequate. The estimated amount is 30 CY. The quantity for the natural CSTC for trench backfill is estimated to be 53 TN. Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments:TBD. The approximate quantity for the new contract item for Natural CSTC for trench backfill in lieu of recycled trench backfill=53 TN @$14.82=$788.64 The quantity for BI A8 Resolution of Utility Conflicts for the added risers on CB 3 and CB 5 is TBD The approximate quantity for BI A28 Unsuitable Foundation Excavation is 30 CY @$60/CY=$1,800 A Change Order covering this Field Directive will follow immediately. Contractor Date Equitable Adjustment Determination -CO No 6 Project Name:Duvall Avenue NE Contractor:Reed Trucking&Excavating Inc. Contract No:CAG 20 C65 By: Tani Stafford Construction Manager: Tani Stafford,PE Date:2/28/22 Previous Change Order Contract Item Cost New Contract Quantity ;Item No. Description Change Unit.' Unit Price Total 5 e A101 ('NATURAL IN LIEU OF RECYCLED CSTC _ 53 TN ` $14,82, $785.46 New Contract Item Cost $785.46 Existing Bid Items Bid Item - Quantity Estimated Force No. Description Change Unit Account Amount Total A8. UTILITY CONFLICT RESOLUION 1 FA $214.54 $214.54 A28 UNSUITABLE FOUNDATION EXCVATION 30 CY $60.001 $1,800.00 Bid Item Estimated Cost $z;a1.4.s4 1 1 I ESTIMATED CHANGE.ORDER COST $2;Soa:Og Narrative: The equitable adjustment for lowering the storm pipe between CB2 and CB6 in order to avoid a utility conflict with an existing conduit is estimated to be$2,800, but the actual cost will be determined based on the actual quantities installed and accepted for added natural in lieu of recycled CSTC,for the actual additional excavation and for the actual force account work performed in order to provide the additional risers. The Engineer's estimate of$2,800 was prepared 2/16/2022. FWD No 8 was sent out on 2/16/22. The Contractor agreed to the method of payment on 2/18/22, when he signed the FWD. Determination of Additional Working Days A determination of zero additional working day was made. Engineer's Estimal City of Renton-Duvall Ave NE,CAG 20-065 Field Directive No 08 Engineer's Estimate Date:2/16/22 Qty Estimated Item No. Description Change Unit Price Amount A8 Resolution of Utility Conflicts _ 1 FA $200.00 $200.00 A28 Unsuitable Foundation Excavation 30 CY $60.00 $1,800.00 Additional cost for natural CSTC in lieu of ** recycled CSTC 53 TN $14.88 $788.64 Total(rounded) $2,800.00 Added Avg Imported Added Added Trench Trench Depth Avg Trench Added Trench Trench Exc. Backfill Plan Sheet CB Run Length(FT) (Ft) Width(Ft) Volume(CF) Volume(CY) (TN) SD1 CB 2 to CB 3 59 0.31 4_ 73.16 2.71 4.757412 SD1 CB 3 to CB 5 51 1.01 4.00 205.02 7.59 13.33194 SD2 CB 5 to CB 6 194 0.69 4.00 539.32 19.97 35.07063 Total 30.28 53.16 Proctor for CSTC= 136.9 pcf 95%compaction= 1.8 T/CY Assume the cost of the risers for CB#3 7.44 inches at$52.82/EA from MOH invoices add 21%= $ 63.91 Assume the cost of the risers for CB#5 16.68 inches at$66.84+$45.28/EA from MOH invoices,add 21% $ 135.67 Total $ 199.58 Engineer's Calculat of Additional Working Dz , The Engineer calculates zero added days. The Contractor has kept to their original schedule with the added trench excavation work. Project Labor List and These rates valid for 1 ?.s prior to Contractor's Equipment List 2/21/22 REEDKing County Wage Rates-Duvall Ave NE Updated:1/7/2022 TRUCKING 6 EXCAVATING Reed Trucking and Excavating Inc.-Force Account Labor Rates Trade WAGE SS/Medicare SUTA FUTA L&I ESD EAF REG TOTAL OT TOTAL Foreman $74.28 $5.68 $3.87 $2.11 $0.03 $86.42 $129.63 Operator under 15 MT $72.48 $5.54 $3. $2.11 $0.03 $84.38 $126.57 Pipe Layer $53.35 $4.08 $ $0.32 $2.11 $0.03 $62.67 $94.01 Pipe Layer Top Man $52.39 $4.01 $2. $0.31. $2.11 $0.03 $61.59 $92.38 General Laborer $52.39 $4.01 $2.73 $0.3 $2.11 $0.03 $61.59 $92.38 Grade Checker $54.01 $4.13 $2.81 $0.3 $2.11 $0.03 $63.42 $95.14 TCS $50.31 $3.85 $2.62 $0. $2.11 $0.03 $59.23 $88.84 Flagger $44.40 $3.40 $2.31 $0.2 $2.11 $0.03 $52.52 $78.78 Truck&Trailer $64.55 $4.94 $3.36 $0. $2.11 $0.03 $75.38 $113.07 Truck Driver $63.71 $4.87 $3.32 $0 $2.11 $0.03 $74.43 $111.64 Superintendent $91.34 $5.60 $4.76 $2.11 $0.03 $104.39 5156.59 DESCRIPTION I EQUIPMENT I Regular Rate I Standby Rate DUMP TRUCK-SOLO(12 CY or 15 TN CAPACITY) DT716 2000 FREIGHTLINER P716 ., 95.00 $ 5/',0 DT731 2000 FREIGHTLINER P731 5 95.00 $ 57.50 DT747 2001 FREIGHTLINER P747 $ 95.00 $ 57.50 55-614 2022 SUPER SOLO DUMP TRUCK $ 110.00 $ 65.50 55-811 2022 SUPER SOLO DUMP TRUCK $ 110.00 $ 65.50 DUMP TRUCK-TILT(24 CY or 32 TN CAPACITY) DT716T 2000 FREIGHTLINER 1016&TRAILER $ 105.00 $ 62.50 DT731T 2000 FREIGHTLINER#731&TRAILER $ 105.00 $ 62.50 DT747T 2001 FREIGHTLINER P747&TRAILER $ 105.00 $ 62.50 PICK-UP FB01 2005 FORD F-450 FLATBED $ 55.00 5 27.50 ET01 2014 FORD F-150 FOREMAN TRUCK $ 45.00 $ 22.50 FT02 2019 FORD F-450 $ 55.00 $ 27.50 FT03 2020 FORD F-450 $ 55.00 $ 27.50 FT04 2022 FORD F-350 $ 60.00 $ 30.00 WATER TRUCK WT01 2001 INTERNATIONAL 4700(2000 GAL TANK) $ 105.00 $ 52.50 WTO2 2014 RANDCO TANKS FREIGHTLINER(2450 GAL TANK) 5 110.00 $ 55.00 BACKHOE BH01 2002 JOHN DEERE 310SG $ 70.00 $ 35.00 BH02 2020 JOHN DEERE 410L $ 80.00 $ 40.00 CRAWLER DOZER DZO2 12004 JOHN DEERE 550H LT(D-4 SIZE) I$ 89.00 I$ 44.50 SWEEPER SWOT 12015 LAYMORE SWEEPER I$ 65.00I$ 32.50 EXCAVATOR EXO1 2019 KUBOTA MINI EX KX057 $ 75.00 $ 37.50 EX02 2006 KUBOTA KX161/JD 75 MINI EXC(18,000#CLASS) $ 75.00 $ 37.50 EX03 2020 KOMATSU PC88-10 $ 90.00 $ 45.00 EX04 2018 KOMATSU PC88-10 $ 90.00 $ 45.00 EX05 2020 Komatsu PC138 $ 105.00 $ 52.50 EX06 2020 Komatsu PC138 $ 105.00 $ 52.50 EX07 2003 KOMATSU PC200LC-7/JD 200 EXC(50,000#CLASS) $ 112.00 $ 56.00 EX08 20061D 120C MID EXC(28,000#CLASS) $ 97.00 $ 48.50 EX09 2022 KOMATSU PC238USLC-11 $ 125.00 $ 62.50 NO-PAC HPO9 2008 ALLIED(for 200 Exc) $ 32.20 $ 16.10 HP05 2010 ALLIED(for 120 End) $ 28.75 S 14.3R ROLLER-VIBRATORY CR03 2005 SAKAI 84"DRUM ROLLER $ 105.00 $ 52.50 CR01 2015 CAT CB 24B ASPHALT COMPACTOR S 105.00 $ 52.50 WHEEL LOADER WL01 2006 KOMATSU WA250L-5(3 CV CAPACITY) 5 100.00 $ 50.00 WL02 2018 KOMATSU WA270 LOADER $ 110.00 $ 55.00 GRINDING AZ01 12019 ASPHALT ZIPPER I S 95.00I$ 4i ,0 COMPRESSOR COMPO1 IDoosan P185 Air Compressor I$ 50.00 PCMS Boards PCMFO1 Portable Changable Hydraulic Message Sign $ 25.00 PCMF02 Portable Changable Hydraulic Message Sign $ 25.00 PCMF03 Portable Changable Hydraulic Message Sign $ 25.00 PCMFO4 Portable Changable Hydraulic Message Sign $ 25.00 Arrow Boards ABO1 25 Light Solar Powered Arrow Board Trailer $ 20.00 AB02 25 Light Solar Powered Arrow Board Trailer $ 20.00 TRAILER ET01 12003 TRAIL KING TKT50-3 Axle Tilt-top(45,000#Capacity) I$ 45.00 I S 22.50 TRENCH SAFETY T502 8'x20'BOX $ 18.54 $ 9.27 7503 4'x20'BOX $ 20.79 $ 10.40 T504 8'x8'MANHOLE BOX $ 18.92 $ 9.46 TS06 8'x20'STEEL PLATE $ 11.86 $ '.Pi( TS08 GRAVEL SKIFF $ 18.00 $ ':00 DocuSign Envelope ID: 140E69CA-1D95-4FDC-F 5520907BA2F8 CAG-20-065, CO #6-22 Change Order No. 6 Contract Title: Duvall Avenue NE Contractor: Reed Trucking& Excavating Inc. Contract No. : CAG-20-065 Federal Aid No. : N/A Z Ordered by Engineer ❑ Proposed by the Contractor(VECP) ❑ Unilateral Amount Working Days Original Contract: 260 $5,218,171.95 Current Contract: ! $5,264,095.95 260 Estimated Net Change This Order: $2,800.00 0 New Contract: $5,266,895.95 260 Pr pared B,: su d By: i�.1i�.�AIsa. 3/1/22 R:siden 1111.117 Date Engineer(city of Renton Transportation Date Design Manager) Reviewed By;, Consent By: '.- 3/1/22 N/A Engineer of Record Date Surety(Gr n 25%cost and/or 20% Date rease) Reviewed By: Endorsed By: 3/2/2022 � ��_ � -f"a 02 f Renton roject Manager Date Contractor Date Reviewed By: E, DocuSigned by: Approved by Cheryl Beyer via 3/1/2022 Martin Pastucha 3/10/2022 I 1:53 PM PST —1/4--8B8131FD98B44913.. City Attorney Date City of Renton Public Works Date Administrator/Mayor Change Order No. 6 Contract Title: Duvall Avenue NE Contract No. CAG-20-065 Page 1 of 4 DocuSign Envelope ID: 140E69CA-1D95-4FDC• -6520907BA2F8 THE CONTRACT IS MODIFIED AS FOLLOWS: Description of Change: PLANS • Replace the Plan Drawing(s) No.SD1 and SD2 with the attached revised plan sheet(s). Revisions to these plan sheet(s) reflect the following change(s): o Revise the storm pipe profile between CB No 2 and CB No 6 as shown on the plan revisions for Plan Drawing(s) No. SD1 and SD2 dated 2-10-22. Reason for Change: There was a conflict between an existing PSE conduit that needs to remain in place,and the proposed storm line.As required per Field Work Directive No 8:the Contractor was directed to revise the storm pipe profile between CB No 2 and CB No 6 to avoid a conflict with an existing conduit,as shown on the attached revised Plan Drawing(s) No. SD1 and SD2 dated 2-10-22. • The imported Natural in Lieu of Recycled CSTC,for the extra depth of trench backfill, will be paid via the contract item no. 5-A101 NATURAL IN LIEU OF RECYCLED CSTC, Quantity =53 Ton, Unit Price=$14.82 per Ton. • The quantity for 5-A101 NATURAL IN LIEU OF RECYCLED CSTC does not need to be adjusted.The Proposal quantity is adequate.The estimated amount is 53 TON and the contractor will be paid for the actual quantity of this item performed. • The extra excavation and backfill will be paid via Bid Item (BI)A28, UNSUITABLE FOUNDATION EXCAVATION INCL. HAUL, Quantity= 30 C.Y., Unit Price= $60.00 per C.Y. • The quantity for BI A28 Unsuitable Foundation Excavation Incl. Haul does not need to be adjusted. The Proposal quantity is adequate. The estimated amount is 30 C.Y.and the contractor will be paid for the actual quantity of this item performed. • The additional riser materials needed for the CB No 3 and CB No S will be paid via force account methods via 81 A8, RESOLUTION OF UTILITY CONFLICTS, Quantity= 1 FA, Estimated Cost=$214.50 per FA. • The quantity for BI A8 Resolution of Utility Conflicts does not need to be adjusted. The Proposal Quantity is adequate. Materials: No change. Plans: Plan revisions dated 2-10-22 to Plan Drawing(s) No.SD1 and SD2. Change Order No. 6 Contract Title: Duvall Avenue NE Contract No. CAG-20-065 Page 2 of 4 DocuSign Envelope ID:140E69CA-1 D95-4FDC-E' 5520907BA2F8 Adjustment: This Change Order includes changes as defined in 1-04.4. Specifically,the altering of the plans(i.e.storm pipe profiles as shown on the plan revisions). The adjustment shall be made with the unit price and force account contract items.The estimated cumulative cost of these changes is$2,800.The estimate is attached. Extension of Time: The Time for Completion is extended 0 Working Days. Equitable Adjustment: • es an Specifications, Z/V2- This Change Order includes an equitable adjustment in the following unit price and force account items: Payment will be measured and paid under the unit price item of contract item 5-A101 Natural in Lieu of Recycled CSTC,and under the unit price for BI 28 Unsuitable Foundation Excavation,for the actual amounts installed. The unit contract item quantities are estimates;the Contractor will be paid based on the actual quantities installed. Payment for furnishing and installing the additional catch basin risers will be paid under BI A8 Utility Conflict Resolution and calculated via force account methods. See attached equitable adjustment determination. 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. Attachments: Forms to be attached to Change Order Change Order No. 6 Contract Title: Duvall Avenue NE Contract No. CAG-20-065 Page 3 of 4 DocuSign Envelope ID:140E69CA-1D95-4FDC %-6520907BA2F8 • Plans • Equitable Adjustment Determination Forms to be used during Force Account Work ® Daily Report of Force Account Labor © Daily Report of Force Account Equipment li Daily Report of Force Account Materials ® Force Account Summary Change Order No. 6 Contract Title: Duvall Avenue NE Contract No. CAG-20-065 Page 4 of 4 DocuSign Envelope ID: 140E69CA-1 D95-4FDC-f i520907BA2F8 Equitable Adjustment Determination - CO No 6 Project Name:Duvall Avenue NE Contractor:Reed Trucking&Excavating Inc. Contract No:CAG 20-065 By: Tani Stafford Construction Manager: Tani Stafford,PE Date:2/28/22 Previous Change Order Contract Item Cost New Contract Quantity Item No. Description Change Unit Unit Price Total 5-A101 NATURAL IN LIEU OF RECYCLED CSTC 53 TN $14.82 $785.46 New Contract Item Cost $785.46 Existing Bid Items Bid Item Quantity Estimated Force No. Description Change Unit Account Amount Total A8 UTILITY CONFLICT RESOLUION 1 FA $214.54 $214.54 A28 UNSUITABLE FOUNDATION EXCVATION 30 CY $60.00 $1,800.00 Bid Item Estimated Cost $2,014.54 I I ESTIMATED CHANGE ORDER COST I $2,800.00 DocuSign Envelope ID: 140E69CA-1D95-4FDC 6520907BA2F8 , / i UMWNOTFi ,.aal� �I/ _ .,�� f 4�iw.e lrv.fa.n..l n.raa ro SM..1MIS u..4fMO...* RI1 R A 9011.3Ii,a11RVW4Mu(a ., wa� pW AVE NUE N[ yr p ..o.NW. wu Lot, wrr. - a,w MF'M $� OM .¢ a.W.n....11.a a - - . _ S. vwi+.ai N.MI'Ma..0/00 MN ..,. mow: ..mMti.,.. —� a aNwm .A ( J I. f.Mn......4an ruY.rgv4.Wu.... r a.w=J - r ....FL, a 'a,n,AA ..4.131 1 It 1 0.1(VMMMIN MOILLO PO NAL MI LL 8 talsOCION.WI MAMA.. — a._OPIAti ,.a..r MUNNM.a a. r Li i' LOWILIN NM MM.NORM aka FJ LID NM*.•a6 M.w.r gy 6•..s:a1...rw.n wawa' v A. ausr 1 I �. _ s ° . aOr ;. a a i- a $ f M.a ISM aM a..w e NaOmi W 1 A WOW 1 Lower storm pipe PMX 2-10-22' ❑7V OF RFNTON wvuiAvt NI sot _ ....„ a. 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R! ^ t�t 1,''' /1 ^.a i 71' gg y 5! 1V 5'1 @5 5! 55 55 51 R5 ., 03 11 . 1 -- 5 55 1 w IN w riii r•n on. MNs.s now PROFILE ..aLLr s.« .;+a Cr 1,11, 1 1 Lower Storm Pipe PMM 2-10-22 e _ O Of REMTON owAU AV;N( _--- R AL_ CONFONMEO SET .J MIMI— S m ,,,.. ,...... . STORM nAN MO MOA,L — r•. s,rst<�+e ... ..���s �� STA tl1.E/TO STA/9H50 Man a DocuSign Envelope ID: 140E69CA-1D95-4FDC -6520907BA2F8 Force Account Summary Contract Number Date Change Order No. CAG-20-O65 Prime Contractor Subcontractor!Lower Tier Subcontractor Reed Trucking and Excavating,inc. Labor Date Amount 1 S 2 S . 3 S 4 S • S S 6 S 7 S a s 9 S 3 Total f 9 31%Overhead,Pratt.EtC. $ 10 tabor Total f Equipment Date Amount 11 $ ix S 13 S 14 S 15 f 16 17 18 Total $ 19 21%Overhead,Profit,Etc. $ . 20 Equipment Total Materials Date Amount 11 ---- u 23 24 23 26 17 �_- 26 Total S . 29 21%Overhead,Prot.Etc. S 3a Material Total S 31 Mobilization 32 Subcontractor _._.... _._ 33 Subcontractor Markup 12%/10%/7% $25,000/$100,000/Over 34 Force Account Taal S Inspector Oats Contractor Date DocuSign Envelope ID: 140E69CA-1D95-4FDC-F 5520907BA2F8 0 Daily Report of Force Account Labor Contract Number Date Change Order No. CAG 20-065 Prime Contractor Subcontractor/Lower Tier Subcontractor Reed Trucking and Excavating,Inc. Hours Worked Worker Occupation,Use Prevailing Wage Description Reg.Rate O.T.Rate Amount Reg. O.T. 1 S 2 $ - 3 $ - 4 $ - 5 $ - 6 $ - 7 $ - g $ 9 $ - 10 S - Inspector Date Contractor Date S Total DocuSign Envelope ID: 140E69CA-1D95-4FDC -6520907BA2F8 'SL Daily Report of Force Account Equipment Contract Number Date Change Order No. CAG-20-065 Prime Contractor Subcontractor/Lower Tier Subcontractor Reed Trucking&Excavating,Inc. Equipment Number Description Hours Working Hours Reg.Rate Standby Rate Amount Standby 1 S - 2 S - 3 S 4 S - S S _ 6 7 S - R S - 9 S - 10 S Total s - Inspector Date Contractor Date DocuSign Envelope ID: 140E69CA-1D95-4FDC-f 5520907BA2F8 Daily Report of Force Account Materials Contract Number Date Change Order No. CAG 20-065 Prime Contractor Subcontractor/Lower Tier Subcontractor Reed Trucking&Excavating,Inc. Date Used Material Description Vendor or Stock P Record Quantity Unit Price Amount 1 $ 2 $ 3 $ 4 $ . 5 $ - 6 $ - 7 $ - 8 $ - 9 $ 10 $ _ Total $ - Inspector Date Contractor Date