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HomeMy WebLinkAboutChange Order - 24Docusign Envelope ID: 1 B1198B3-731 F-4E41-8339-FE9B76504FF1 Change Order No.24 Contract Title: Park Avenue North Extension Contractor: Olson Brothers Excavating, Inc. Contract No.: CAG-22-265 Federal Aid No.: NA IZI Ordered by Engineer □Force Account□Proposed by the Contractor (VECP)IZI Bid Item □Unilateral □Bid Item Price Adjustment IZI Lump Sum Affects DBE Work: IZI No □ Yes If yes, must receive concurrence from local Programs prior to execution. Original Contract: Current Contract: Estimated Net Change This Order: New Contract: Prepared By: /7 / , (),,, ,f1, A _ 2025.05.29�I vvv--09:09:08-07'00' Resident Engineer Reviewed By: Engineer of Record Reviewed By: City Attorney Change Order No. Contract Title: Contract No. 24 PARK AVE N CAG-22-265 Date 2025.05.29 09:05:45-07'00' Date Date Date Amount Working Days $3,636,341.81 100 $4,119,069.43 230.5 $3,357.04 0 $4,122,426.47 230.5 Transportation Design Manager) Consent By: Surety (Greater than 25% cost and/or 20% time increase) Endorsed By: DlgltallyslgnedbyJonlOombrowskl Joni Dombrowski ���n\�ot':���=:�����=Jonl Dombrowski Date:2025.06.2510:07:42-0TOO' Contractor Date Date Executed By: � DocuSigned by: Martin PastuchaG/27 ;202s 888131 FD9884490 City of Renton Public Works Date Administrator/ Mayor Page 1 of 6 I 9:30 AM PDT CAG-22-265, CO #24-25 Approved by Cheryl Beyer via email 6/24/2025 Docusign Envelope ID: 18119883-731 F-4E41-8339-FE9876504FF1 THE CONTRACT IS MODIFIED AS FOLLOWS: Description of Change: Description: The Contractor was directed by Field Directive 020 to reconnect the sump pump in the Boeing electrical vault to manhole 1-B. Proposal Schedule of Prices: The new bid item Al00 "Boeing Vault Drain" shall be measured by Lump Sum. Specification and/or Special Provision: Description: Measurement : The new bid item Al00 "Boeing Vault Drain" shall be measured by Lump Sum. Payment: The new Bid Item Al00 "Boeing Vault Drain" shall be paid as a lump and shall cover the complete cost of providing all labor, materials, tools, equipment required to install a new PVC line to reconnect the Boeing sump pump in their vault and connect to MHl-B. Materials: NA Plans: NA REASON FOR CHANGE: During excavation, an undocumented sump pump drainage connection from Boeing's electrical vault on Park Ave N to MH 1-B was severed. This omission from as-built and construction plans led to the electrical vault filling with water, prompting Boeing to request immediate reinstallation of the drainage connection. EQUITABLE ADJUSTMENT: This Change Order does/does not include an equitable adjustment per Section 1-09.4 of the 2022 WSDOT/APWA Standard Specifications. See attached. Change Order No. Contract Title: Contract No. 24 PARK AVE N CAG-22-265 Estimated Cost: $3,357.04 Extended Overhead: $ O Page 2 of 6 Docusign Envelope ID: 18119883-731 F-4E41-8339-FE9876504FF1 Force Account Time related $ 0 damages per 1-09.6, 6.d.: Total: $3,357.04 EXTENSION OF TIME: The Time for Completion is extended O Working Days. AFFECTS DBE WORK: Explain how this Change Order affects DBE work. NA. 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-Field Directive/Request for Information Response � 2-Estimated Change Order Cost□3-Plans□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. 24 PARK AVE N CAG-22-265 Page 3 of 6 Docusign Envelope ID: 18119883-731 F-4E41-8339-FE9876504FF1 Change Order Cost {Equitable Adjustment) Project Name: Contractor: Contract No: PARK AVENUE N EXTENSION Olson Brothers Excavation CAG-22-265 Federal Aid No: N/A Construction Manager: Perteet Item No. Description Al00(new) Boeing Vault Drain LABOR Laborer( @ $65/ per hr for 1 day) Apprentice ($55 / hr for 1 day) Foreman(@ $91 / hr for 1 day) Labor Markup (29 % Labor and 2 % Sick Leave ) EQUIPMENT Highway Truck (@ $52 / hr for foreman) Excavator ( $65 / hr for support) Equipment Markup (21 %) MATERIALS Sch 40 PVC pipe, couplings, elbows Materials Markup (21 %) Al00(new) Boeing Vault Drain Actual FA Cost= $3357.04 Per attached determination I Estimated Change Order Cost Summary of Contractors Quotes: Item Quote Location NA NA Total Quoted Added Cost: $ Quoted Cost NA Quantity Lump Sum Estimate 7.5 7.5 7.5 $1,582.50 7.5 7.5 $877.50 1 $185.00 Bid Item Change 1 Overhead I Change Order No. 24 Unit HR HR HR Percentage HR HR Percentage LS Percentage By: Chris Brown Date: 12/5/2024 Unit Price $ 65.00 $ 55.00 $ 91.00 31.00% $ 52.00 $ 65.00 21.00% $ 185.00 21.00% CALCULATED TOTAL: ESTIMATED TOTAL: LS $ 3,357.04 TOTAL By Agreement Estimated Cost $487.50 $412.50 $682.50 $490.58 $390.00 $487.50 $184.28 $185.00 $38.85 $3,358.70 $3,357.04 $3,357.04 $0.00 $0.00 $3,357.04 $0.00 $3,357.04 Docusign Envelope ID: 18119883-731 F-4E41-8339-FE9876504FF1 PERTEET FIELD DIRECTIVE 801 2nd Avenue, Suite 302, Seattle, WA 98104 IP 206.436.0515 Project Name Federal Aid# Contract Na. Date Park Avenue N. Extension N/A CAG-22-265 12/8/2023 Field Directive Description Field Directive No. Sump Pump Connection 020 Contractor Olson Brothers Excovoting, Inc The following is documentotion of on orol order given by the Engineer per WSDOT Specificotion 1-04.4. Reconnect the sump pump to the exisiting Boeing voult per the ottoched revision to sheet DRl. Project Engineer (or Representative) Date Chris Brown 12/8/2023 u:u. I iID (J) w u. ! M !al M ;> � ·!w ;s"f i u. � M :g ID 8 CX) "" 0) � �.,,cc -� T"" � Q g Q) g-1 g- 1---:-: Q)XINUM8ER C: w C: ·;;; CONSTRUCTION NOTES NW ¼ SEC 8, T 23 N, R 5 E, W.M. 0 CONNECT NEW STRUCTURE/PIPE TO EXISTING STRUCTURE/PIPE. 0 RECTANGULAR Bl-DIRECTIONAL VANED GRATE PER COR STD PLAN 204.30. 0 ��UN�R FRAME ANO COVER PER COR STD PLAN 204.50 WITH LmERING © ��� ���g GRATE W/ RECTANGULAR SOLID METAL COVER PER COR © g����T�� ���:� ,Jo ��u;fr cgFN��l�i :1�iONEX�go�� �[ WASHINGTON ROADWAY IMPROVEIIIENTS RECORD DRAWING DATED ON 4/17/06. CONTRACTOR TO CONFIRM INVERTS. © PLUG AND ABANDON EXISTING PIPE. (REMOVE AS NECESSARY.) PER DWG SP1. @ UNOERORAIN PIPE TO BE INSTALLED AT THE BOTTOIII OF THE WA.LL. @ g�g��r�N PIPE W/ BENOS VARYING BETWEEN 22.5-90 @ NOT USED. @ OPEN CURB FACE FRAME PER COR STD PLAN 203.00. @ CONSTRUCT 72" SADOLE 1111'.NHOLE PER DWG 11106. @ee11sm1:1e:re1·s.:001:C1hdlll6l:EPERB 91186. 0 REMOVE EXISTING DRAINAGE STRUCTURE. PER DWG SP1. ®�'ri'6���s6�rG2���t :a������ 2��i::�g:�TED ©RECTANGULAR SOLID METAL COVER PER COR STD PLAN 204.10. \... 'TOBOEINGELECTRICAL VAULT.PROVIDECONNECTION TO © ���1�8RifiJN ����rl�G �Er1�r1l\��M c�1�r v���or�i�i �iE ��:1���;��ED(����g:���g1'?sN t��� i�G�!�gF -WASHINGTON ROADWAY IIIIPROVEIIIENTS RECORD DRAWINGS DATED ON 4;11 /06. ABANDON ANY REM A INING 2 PIPE U..,NDER P AVED AREA. LEGEND 0 EXISTING TYPE 1 CATCH BASIN ■PROPOSED TYPE 1 CATCH BASIN @ EXISTING TYPE 2 CATCH BASIN C., 6) PROPOSED TYPE 2 CATCH BASIN -SD -STORIII DRAIN PIPE GENERAL NOTES 1. STA/OFF CALLOlJTS ARE TO CENTER OF STRUCTURE. 2. ALL STORM SEWER PIPE SHALL BE SCHEOULE A SIIIOOTH INTERIOR WALL HIGH-PERFORIIIANCE POLYPROPYLENE STORIII SEWER PIPE, UNLESS OTHERWISE NOTED. 3. SEE CITY OF RENTON STD PLAN 267.00 AND 267.10 FOR SURFACE WATER STANDARD PLAN NOTES. � lia\ PROVIDE 2"PVC PIPE AT A TARGET MINIMUM SL OP E DF 1.0% 'c:/ ADJUST CATCH BASIN TO PROPOSED GRADE. \:::I SLOPINGTOWARDS EXISTINGCATCHBASIN AT STA103•29 t f-1 f-t---�1th--�------------' --------------------------------r-------.L.----(53'RTJ.CONNECTTO THATC ATCHBASIN ATINVERT )( ___ )(_ -)(--- , -J( � )E ) )( )( )( 24( � L -=---==._-=_-:::_::::: -----. ��1�'-t:�oNcf:o�TN��(j��-�i;E R����FA;T���li��T - - - 1 ---_ / . .-• � -� ---/-/--------� ���---...___ ...___ aNsF R/W ---...___ ':::. ::�J�:�g16��1�T:e��E�r���:N�v�Ep���6 AL '-TD CROSS UTILITIES. CONTRACTOR SHALL RESTORE SURF A CE FEATURES IN KIND. R/W 7 -,,{_________ ,,,� ',,, �,,,� -----.., ', '--.. :::::---.... ,,,, -------,____ � ' DESIGN CHANGE 2 � SURVEYEO: � DRAWN BY: N, EATON DESIGN BY:� CHECKBV: _P.BUCHANAN PROJ MGR: P OE BOLDT RLE:20160266DR.i;twg � !!,�!!T REVISION DESCRIPTION SEATTI.E.WA98104 800.615.9900 -26-- --'17----7f�-= = -�/110��2i��-21• LT)(2 BNSC -� --n.--�-==-�,-��- � -7 � 1 \1 ft" ,$-/ \ s�-___ - J _ ----/-/ N-SOUTHPORT DR t-P-UNEf / 9R CIP:b! ��s ��!?iNAPPROVED FOR OJNSTRUCTION CITY OF RENTON PARK AVENUE N EXTENSION DRAINAGE PLAN //� ✓/ [:_ ___ _ -�1\ SCALE ii"iil'liil!ii 20 0 20 40 FEET DRAWINGNO. DR1 PAOJECTNO. CAG-22-265 FEDAIDNO. � DATE 1V2022 SHEET NO. ....1L OF ...M._