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HomeMy WebLinkAboutChange Order - 37Docusign Envelope ID: 499BAED6-D283-4DAD-MC1-4A38D94F3F3B Contract Title: Change Order No. 37 Rainier Ave S Corridor Improvements - Phase 4 Contractor: Pivetta Brothers Construction, Inc. Contract No.: CAG-22-163 Federal Aid No.: STPUL�161S(00S) l8l Ordered by Engineer l8l Force Account□Proposed by the Contractor (VECP)□Bid Item □Unilateral □Bid Item Price Adjustment□ Lump Sum Affects DBE Work: l8l No D Yes If yes, must receive concurrence from Local Programs Original Contract: Current Contract: Estimated Net Change This Order: New Contract: Reviewed By: �� E�eer'o{ Record <:.;,, Reviewed By: I (l,dulh. �� City of Rento �t Manager Reviewed By: City Attorney 37 prior to execution. Date 3/6/2025 Date 3/10/2025 Date Date Amount Working Days $28,284,172.90 500 $35,538,146.85 654 $87,435.00 0 $35,625,581.85 654 Engineer (City of Renton Transportation Design Manager) Consent By: Surety (Greater than 25% cost and/or 20% time increase) Endorsed By: Bill Adams Contractor Digitally signed by Bill Adams Date: 2025.03.17 18:24:51-07'00' Executed By: Date Date 3/17/25 Date Change Order No. Contract Title: Rainier Ave S. Corridor Improvements -Phase 4 Contract No. CAG-22-163 Page 1 of 8 CAG-22-163, CO #37-25 3/31/2025 City of Renton Public Works Date Administrator/ Mayor- Armondo Pavone ϙϙϙϙϙϙϙϙϙϙϙϙϙϙ Approved by Cheryl Beyer via email 3/12/2025 Attest:_________________________________ Jason Seth, City Clerk Docusign Envelope ID: 499BAED6-D283-4DAD-AAC1-4A38D94F3F3B THE CONTRACT IS MODIFIED AS FOLLOWS: Description of Change: The Contractor shall remove the existing storm structure at the northwest corner of Rainier Ave. N and Renton Ave. Ext. and install a Type 2 84 inch diameter catch basin. The Contractor shall connect the existing 48 inch diameter concrete storm pipe to the new catch basin by grouting around the existing pipe. Proposal Schedule of Prices: DELETE the following from Schedule A: 37-A62 -Catch Basin Type 2 72 In. Diam., -1 EA@ $10,565.00 = -$10,565.00 ADD the following to Schedule A: 37-A204 -Removal of Existing 72 In. Diam. SDMH #3736, 1 EST@ $28,000.00 = $28,000.00 37-A205 -Catch Basin Type 2 84 In. Diam., 1 EST@ $70,000.00 = $70,000.00 Specification and/or Special Provision: None. Description: None. Materials: None. Measurement: SP 2-02.4 is supplemented with the following: "Removal of Existing 72 In. Diam. SDMH #3736," force account. SP 7-05.4 is supplemented with the following: "Catch Basin Type 2 84 In. Diam.," force account. Payment: SP 2-02.5 is supplemented with the following: "Removal of Existing 72 In. Diam. SDMH #3736," by force account. Change Order No. Contract Title: Contract No. 37 Rainier Ave S. Corridor Improvements -Phase 4 CAG-22-163 Page 2 of 8 Docusign Envelope ID: 499BAED6-D283-4DAD-AAC1-4A38D94F3F3B SP 7-05.5 is supplemented with the following: "Catch Basin Type 2 84 In. Diam." by force account. Payment for "Catch Basin Type 2 84 In. Diam." shall be full pay for all labor, tools, materials, and equipment necessary to provide and install the item complete as specified in the contract documents and plans. Materials Specifications: None. Plans: DELETE Sheets 85 and 95. REPLACE with Sheets 85 and 95. Reason for Change: The Plans do not call for SDMH #3736 to be removed, therefore this work was added to facilitate the installation of CB #285. The Plans call for CB #285 to be a 72 inch diameter structure. Per City of Renton Standard Plan 201.00, a structure which connects to 48 inch diameter concrete pipe shall be 84 inch diameter Therefore, a larger catch basin is needed. This Change creates items to compensate the Contractor for the costs associated with the removal of the existing structure and installation of the larger catch basin. Equitable Adjustment: This Change Order does include an equitable adjustment per Section 1-09.4 of the 2022 WSDOT/APWA Standard Specifications. See attached. Estimated Cost: $ 87,435.00 Extended Overhead: $ 0.00 Force Account Time Related Damages per 1-09.6.6.d: $ 0.00 Total: $ 87,435.00 37-A204 -Removal of Existing 72 In. Diam. SDMH #3736 An independent estimate was prepared for the cost to remove existing 72 In. SDMH #3736. This cost was calculated to be $28,009.98 and has been rounded to an estimated cost of $28,000.00. Change Order No. Contract Title: Contract No. 37 Rainier Ave S. Corridor Improvements -Phase 4 CAG-22-163 Page 3 of 8 Docusign Envelope ID: 499BAED6-D283-4DAD-AAC1-4A38D94F3F3B 37-A205 -Catch Basin Type 2 84 In. Diam. An independent estimate was prepared for the cost to install the 84 In. Diam. CB #285. This cost was calculated to be $70,481.97 and has been rounded to an estimated cost of $70,000.00. Extension of Time: The Time for Completion is extended _O_ Working Days. Affects DBE Work: No. Sections 1-04.4 and 1-04.5 of the 2022 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: � 1-Estimated Change Order Cost � 2-Plans � 3-Field Directive/Request for Information Response □4-Change Order Quotation □5-Project Labor List □6-Force Account Equipment Rate Request {DOT Form 422-010 EF) □7-Equitable Adjustment Determination □8-Additional Working Days Calculation Change Order No. Contract Title: Contract No. 37 Rainier Ave S. Corridor Improvements -Phase 4 CAG-22-163 Page 4 of 8 Docusign Envelope ID: 499BAED6-D283-4DAD-AAC1-4A38D94F3F3B CB 285 - Estimated Change Order Cost Change Order Cost (Equitable Adjustment) Project Name: Contractor: Contract No: Federal Aid No: Construction Manager: Item No. Rainier Ave 5 Corridor Improvements -Phase 4 Pivetta Brothers Construction, Inc. CAG-22-163 STPUL-1615(005) Perteet Description Quantity Independent Cost Estimate 37-A204 Removal of Existing 72 In. Diam. SDMH #3736 Labor -Pivetta (Foreman) Labor -Pivetta (Operator) Labor -Pivetta (Operator) Labor -Pivetta (Operator) Labor -Pivetta (Operator) Labor -Pivetta (Operator Truck Driver) Labor -Pivetta (Laborer) Labor Markup Equipment -Pivetta (Pickup Truck) Equipment -Pivetta (Pickup Truck) Equipment -Pivetta (Dump Truck) Equipment -Pivetta (Excavator) Equipment -Pivetta (Excavator) Equipment -Pivetta (Loader) Equipment -Pivetta (Loader) Equipment Markup Services -Pivetta (Chipping Gun Rental) Services Markup 37-A205 Catch Basin Type 2 84 In. Diam. Labor -Pivetta (Foreman) Labor -Pivetta (Operator) Labor -Pivetta (Operator) Labor -Pivetta (Operator) Labor -Pivetta (Operator) Labor -Pivetta (Operator Truck Driver) Labor -Pivetta (Laborer) Labor Markup Equipment -Pivetta (Pickup Truck) Equipment -Pivetta (Pickup Truck) Equipment -Pivetta (Dump Truck) Equipment -Pivetta (Dump Truck) Equipment -Pivetta (Excavator) Equipment -Pivetta (Excavator) Equipment -Pivetta (Loader) Equipment -Pivetta (Loader) Equipment Markup Materials -Pivetta (CB 285) Materials -Pivetta (SpeedCrete) Materials Markup Services -Pivetta (Ex 470 Rental) Services -Pivetta (Ex 395 Rental) Services Markup 37-A62 I Catch Basin Type 2 72 In. Diam. 37-A204 I Removal of Existing 72 In. Diam. SDMH #3736 37-A205 I Catch Basin Type 2 84 In. Diam. Summary of Contractors Quotes: Item Quote Location N/A Total Quoted Added Cost: Quoted Cost N/A REG OT 14 4 14 4 14 4 14 4 14 4 14 4 14 4 $ 12,230.00 18 18 18 18 18 18 18 $ 9,558.00 1 $ 350.00 REG OT 15 10 15 10 15 10 15 10 15 10 15 10 15 10 $ 17,955.00 25 25 25 25 12 12 25 25 $ 13,352.00 1 1 $ 500.00 1 1 $ 20,000.00 Item Change I -1 I I 1 I I 1 I I I I Change Order No. 37 Unit Hours Hours Hours Hours Hours Hours Hours Cents/Dollar Hours Hours Hours Hours Hours Hours Hours Cents/Dollar LS Cents/Dollar By: Shannon Tremper Date: 2/11/2025 Unit Price REG OT $ 96.00 $127.00 $ 92.00 $123.00 $ 92.00 $123.00 $ 92.00 $123.00 $ 92.00 $123.00 $ 92.00 $123.00 $ 75.00 $107.00 $ 0.31 $ 30.00 $ 30.00 $ 105.00 $ 111.00 $ 85.00 $ 85.00 $ 85.00 $ 0.21 $ 350.00 $ 0.21 CALCULATED TOTAL: ESTIMATED TOTAL: REG OT Hours $ 96.00 $127.00 Hours $ 92.00 $123.00 Hours $ 92.00 $123.00 Hours $ 92.00 $123.00 Hours $ 92.00 $123.00 Hours $ 92.00 $123.00 Hours $ 75.00 $107.00 Cents/Dollar $ 0.31 Hours $ 30.00 Hours $ 30.00 Hours $ 105.00 Hours $ 105.00 Hours $ 111.00 Hours $ 85.00 Hours $ 85.00 Hours $ 85.00 Cents/Dollar $ 0.21 LS $ 6,000.00 LS $ 500.00 Cents/Dollar $ 0.21 LS $ 8,000.00 LS $ 12,000.00 Cents/Dollar $ 0.21 CALCULATED TOTAL: ESTIMATED TOTAL: EA 1$ 10,565.00 EST 1$ 28,000.00 EST I$ 70,000.00 Estimated Cost $ 1,852.00 $ 1,780.00 $ 1,780.00 $ 1,780.00 $ 1,780.00 $ 1,780.00 $ 1,478.00 $ 3,791.30 $ 540.00 $ 540.00 $ 1,890.00 $ 1,998.00 $ 1,530.00 $ 1,530.00 $ 1,530.00 $ 2,007.18 $ 350.00 $ 73.50 $ 28,009.98 $ 28,000.00 $ 2,710.00 $ 2,610.00 $ 2,610.00 $ 2,610.00 $ 2,610.00 $ 2,610.00 $ 2,195.00 $ 5,566.05 $ 750.00 $ 750.00 $ 2,625.00 $ 2,625.00 $ 1,332.00 $ 1,020.00 $ 2,125.00 $ 2,125.00 $ 2,803.92 $ 6,000.00 $ 500.00 $ 105.00 $ 8,000.00 $ 12,000.00 $ 4,200.00 $ 70,481.97 $ 70,000.00 $ 110,565.00) $ 28,000.00 $ 70,000.00 $ 87,435.00 Change Order #37, Page 5 of 8 Docusign Envelope ID: 499BAED6-D283-4DAD-AAC1-4A38D94F3F3B CB 285 -Field Directive #69 FIELD DIRECTIVE Project Name Federal Aid # Rainier Ave S Corridor Improvements Phase 4 (S 3rd ST to NW 3rd PL) STPUL-1615(005) Field Directive Description CB#285 Revisions Contractor Pivetto Brothers Construction Contract No. CAG-22-163 Field Directive No. 069 The following is documentation of an oral order given by the Engineer per WSDOT Specification 1-04.4. The Contractor shall replace sheets 85 and 95 with the attached revised sheets 85 and 95. PERTEET 801 2nd Avenue, Su;te 302, Seattle, WA 98104 I P206.436.0515 Date 7/3/2024 The work to install the proposed storm drainage per the revised sheets will be paid using existing bid items. Please provide a cost proposal for the installation of an 84" Catch Basin Type 2. Project Engineer (or Representative) Dote Jordan Howe 7/3/2024 Change Order #37, Page 6 of 8 O..:u•'(IIIEIMilopolD:<&9B,t,ED6,D:lt3-4!lAO,O,OC1•4"311D9'1F3F3B CB285-Plans m � � PLAN ,� 10 20 40 SCALE IN FEET 60 ARCO AM/PM ij-ss GENERAL DRAINAGE NOTES 1. SEE aTY CF RENTON STD PLAN 267.00 AND 267.10 FOR SURFACE WA Tm STANDARD PLAN NOTES. 2. PIPES LABELED ·so· SHALL BE Pet. )fROP'ltENE STORM SE\\tR PIPE FOR 12• OR LARGER DIAM. PIPE. SCUD WALL PVC STORM SE\\£R FOR a• OR SMALLER DIAM. PIPE. aaflO-�r 3. PIPES LABELED "DIP" SHALL BE DUCTILE IRON STORM SEY,£R PIPE. I W!lna1chff I ,rCl'i'IJNKMO'Mrl ,..(NOi)) ij • ,ij�,,_ � �'---. -�-----:::::::-:��.::: CATEGORY EXISTING CONDITIOOS PLAN SITE PREPARATIOO & TESC PLAN ROADWAY PLAN ROADWAY PROFILE DRAINAG£ PLAN DRAINAG£ PROFILE sum PLAN 5£11,{R PROflLE WATER PLAN WATER PROFILE JOINT UTILITY TRENOi PLAN JOINT UTILITY TRENOi SCl-lEMATIC ILLUMINATION & INTERCONNECT PLAN RIGHT OF WAY PLAN 4. ALL STORM DRAINAG[ PIPE SHALL HAv[ WATERTIGHT JCtNTS. 5. CATCH BASINS SHALL BE CF lHE TYPE LABELED ON THE PL.AN OR PROFILE, COOFORMING TO THE FOLLOWING STANDARD PLANS: A. TYPE 1 -RENTON STD. PLAN 200.00 B. TYPE 1L -RENTON STD. PLAN 200.10 C. CONCRETE INLET -RENTON STD. PLAN 200.30 D. TYPE 2 -RENTON STD. PLAN 201.00 6. CATCH BASINS SHALL BE VANED GRATE (RENTON STD. PLAN 204.20) UNLESS NOTED OTHER'MSE ON THE PLAN OR PROFILE AS FOLLOWS: A. STANDARD RECTANGULAR FRAME -RENTOO STD. PLAN 204.00 B. RECTANGULAR SOLID METAL COVER -RENTON STD. PLAN 204.10 C. Bl-DIRECTIONAL VANED GRATE -REN TOO STD. PL.AN 204.30 D. ROUND FRAME AND CO'vtR -RENTON STD. PLAN 204.50 E. BEEHlv[ GRATE -RENTOO STD PLAN 262.40 (BIORETENTION OVERFLOW OUn.ET STRUCTIJRE) AND DETAIL 00 SHEET 104. 7. STATION/CfFSET LOCATIOO CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR lHE CENTER OF lHE ORAINAG[ STRUCTURE. a TYPE 1L CATCH BASINS WllH ROUND FRAME ANO CO\o£RS SHALL BE INSTALLED WITH A COOvtRSIOO RISER PER RENTOO STD PLAN 200.40 9. TYPICAL TRENCl-1 ANO BACl<FILL FOR STROM DRAIN PIPE INSTAllATION SHALL BE PER RENTOO STD PLAN 220.20 UNLESS OTHERWISE NOTED IN THE PRO.ECT PLANS ANO SPEaFICATIONS. 10. FOR EXISTING POlHOI..I INFORMATION SEE UTILITY CONFLICT & POlHOI..I PLANS, APPENDIX J. CONSTRUCTION NOTES CONNECT EXISTING PIPE TO NEW ORAINAG[ STRUCTURE. CONNECT NEW STOOM DRAIN PIPE TO EXISTING DRAINAGE STRUCTURE. REMOvt DRAINAGE STRUCTIJRE. AOJJST DRAINAGE STRUCTURE TO GRADE. �JT��L1r:.RA UNIT AND 6" PVC PIPE CONNECTION PER DETAIL r:cr�;�cr;��R sfu°Lit!:f��-��1RO 'fNt��OUNO FRAME LEGEND SHEET COOC INLET, CB TYPE 1, CB TYPE 1L, OR SHALLOW INLET CB TYPE 2 WITH RECTANGULAR FRAME () CB TYPE 2 YtlTH ROUND FRAME & COVER STORM PIPE WITH DIRECTIOO CF FLOW EXISTING STORM PIPE ABANDON STOOM PIPE BIORETENTION CELL FILTERRA UNIT (WATER OOAUTY TREATMENT) SOCS STRUCTURE NUMBER FLOW �RECTION (GRADE TO DRAIN) 268 �• PA\IEMENT FLOW LINE E 281 BID DOCUMENT Public Works Depcrlment Change Order#37, Page 7 of 8 O..:u••(IIIEIMilopolD:<&9B,t,ED6,D:lt3-4!lAO,O,OC1•4"31109'!F3F3B CB285-Plans :I � I � I ! i � 15 ,. I 5Q A �� ;;;;L-s,· ···•••• ............. PROA!£ . ����c=::��".,'-':;:' ===='7'i: '11)-:--------=-:==r==����PROFILE CONTINUES ... ON.SHEET.96 ... 50 �........................... 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I TT CB 85 TO CB 84 PROFILE SEE PLAN SHEET 85 HOR: 1•=20' VER: 1•,,,5• 35 30 25 20 I� IQ GENERAL DRAINAGE PROFILE NOTES 1. SEE OTY OF RENTON SID PLAN 267.00 AND 267.10 FOR SURFACE WATER STANDARD PLAN NOTES. 2. PIPES LABa.ED ·so· SHALL BE pa. YPROPYLENE STORM SEYl£R PIPE FOR 12" OR LARGER DIAM. PIPE. SOI.JO WALL PVC STORM SEWER FOR S-OR SMALLER DIAM. PIPE. 3. PIPES LABa.ED •mp• SHALL BE DUCTILE IROO STORM SEO PIPE. 4. ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 5. CATCH BASINS SHAl.1 BE OF THE TYPE LABELED 00 THE PLAN OR PROFll.£, COOFORMING TO THE FOl.101MNG STANDARD PLANS: A. TYPE 1 -RENTOO STD. PLAN 200.00 B. T'tPE 1l -RENTON STO. PLAN 200.10 C. CONCRETE INLET -RENTON STD. PLAN 200.30 0. T'tPE 2 -RENTON STD. PLAN 201.00 6. CATCH BASINS SHAl.1 BE VANED GRATE (RENTON STD. PLAN 204.20) UNLESS NOTED OTHER1MSE ON THE PLAN OR PROFILE AS FOl.lOWS: A. STANDARD RECTANQJL.AR FRAME -RENTOO STD. PLAN 204.00 B. RECTANQJLAR SOLID METAL COVER -RENTON SID. Pl.AN 204.10 C. Bl-DIRECTIONAL VANED GRATE -RENTOO STD. PLAN 204.30 0. ROUND FRAME ANO CO\£R -RENTON STD. PLAN 204.50 E. BEEHIVE GRATE -RENTOO STD PLAN 262.40 (BIORElENTION OVERFLOW OUTLET STRUCTURE) ANO DETAIL ON SHEET 104. 7. STATION/CFFSET LOCATIOO CALlOUTS ANO RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. a TYPE 1l CATCH BASINS WITH ROUND FRAME ANO CO\£RS SHALl BE INSTALlID WITH A CONVERSION RISER PER RENTON STD PLAN 200.40 9. TYPICAL TRENCH ANO BACKFlll FOR STROM DRAIN PIPE INSTALLATION SHALl BE PER RENTON STD Pl.AN 220.20 UNLESS OTHER'MSE NOTED IN THE PROJECT PLANS AND SPECIFICATIOOS. SEE SHEETS 100 -103 FOR ADDITIONAL STORM DRAIN PROFILES � F � 1 FWDl11 -STORM DRAINAGE STRUCTURERFli: KDP � r.,, FWDl60 -STORM DRAINAGE STRUCTURE RFI f06' & 257 SJW ;:;, c,. FWD 165 -STORM DRAINAGE STRUCTURE RFI 1292 KDP Z r.,, FWD 167 • STORM DRAINAGE STRUCTURE RFI 1296 SJW <PF � JSESa....__ DRAWN BY: JS12L__ DESIGN BY: JS12L__ CHECKBY: � PROJ MGR: _.F __ FILE:1-4087A-sOPRF02.dwg KP0-1 &MM BID DOCUMENT 8 CITY OF RENTON Public Works Depcrlment RA INIER AVES CORRIDOR IMPROVEMENTS -PHASE 4 (S 3RD ST TO NW 3RD PL) DRAWING NO. � PRo.ECT NO. 14087A FED AID NO.STP(Ul)•161Sj0051 DATE JULY2022 SHEET NO. � OF ..ill,_ <PF i. FWD 169 -CB 285 REVISIONS SJW JAPP I DATE :ii 1 NUM9ER ...... 3131El1o11Ave...,e.Sule�OO Snllll.WAM121 :20&.25&..1640 T■com• I W!lnatchff I KPG.cGffl DRAINAGE PROFILES APPROVED FOR CONSTRUCTION STA 31+00 TO STA 35+50 Change Order#37, Page 8 of8