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Home My WebLink AboutCAG2023-369 - Change Order - #2 - Rodarte Construction, Inc. - Washington Avenue South Stormwater Pump Station: Project Number 19-3031 - 03/04/2024 Agreement Routing Form • For Approvals,Signatures and Records Management KENT This form combines&replaces the Request for Mayor's Signature and Contract Cover Sheet forms. W A S H I N G T G N (Print on pink or cherry colored paper) Originator: Department: S.Anderson PW Engineering Date Sent: Date Required: > 3/5/2024 N/A O L. Q Authorized to Sign: Date of Council Approval: a El Director or Designee ❑Mayor 6/06/2023 Q Budget Account Number: Grant? ❑Yes I]No D20119.64110.120 Budget? 0 Yes ❑No Type: N/A Vendor Name: Category: Rodarte Construction, Inc. Contract Vendor Number: Sub-Category: c Change Order#2 Project Name: Washington Avenue South Stormwater Pump Station E L � Project Details:Remove and dispose of the existing unknown buried roadway on }, Washington Avenue. c O Agreement Amount: $11,510.93 Basis for Selection of Contractor: Bid G � Start Date: N/A Termination Date: 330 Working Days Q Local Business? ❑Yes ❑ No* *Ifineets requirements per KCC 3.70.700,please complete"Vendor Purchase-Local Exceptions'form on Cityspoce. Notice required prior to disclosure? Contract Number: CAG 2 0 2 3-3 6 9 ❑Yes El No eA6 e2a-e% Date Received by City Attorney: Comments: Im C O 3 � a, •� a, 41 p� Date Routed to the Mayor's Office: V1 y Date Routed to the City Clerk's Office: adaW22373_1_20 Visit Documents.KentWA.gov to obtain copies of all agreements • KENT WASHINGTON CHANGE ORDER NO. #2 NAME OF CONTRACTOR: Rodarte Construction, Inc. ("Contractor") CONTRACT NAME & PROJECT NUMBER: Washington Avenue South Stormwater Pump Station ORIGINAL CONTRACT DATE: June 21, 2023 This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified as follows: 1. Section I of the Agreement, entitled "Description of Work," is hereby modified to add additional work or revise existing work as follows: In addition to work required under the original Agreement and any prior Amendments, Contractor shall provide all labor, materials, and equipment necessary to: Remove and dispose of the existing unknown buried roadway on Washington Avenue. This work was tracked on force account #16. 2. The contract amount and time for performance provisions of Section II "Time of Completion," and Section III, "Compensation," are hereby modified as follows: Original Contract Sum, $4,063,673.19 (including applicable alternates and WSST) Net Change by Previous Change Orders $52,730.77 (incl. applicable WSST) Current Contract Amount $4,116,403.96 (incl. Previous Change Orders) Current Change Order $10,454.98 Applicable WSST Tax on this Change $1,055.95 Order Revised Contract Sum $4,127,914.89 CHANGE ORDER - 1 OF 3 Original Time for Completion 330 working days (insert date) Revised Time for Completion under 0 working days prior Change Orders (insert date) Days Required (f) for this Change Order 0 working days Revised Time for Completion 330 working days (insert date) In accordance with Sections 1-04.4 and 1-04.5 of the Kent and WSDOT Standard Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor agrees to waive any protest it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. All acts consistent with the authority of the Agreement, previous Change Orders (if any), and this Change Order, prior to the effective date of this Change Order, are hereby ratified and affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change Order shall be deemed to have applied. The parties whose names appear below swear under penalty of perjury that they are authorized to enter into this contract modification, which is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (if any) for this project to be consistent with the revised contract sum shown in section 2, above. IN WITNESS, the parties below have executed this Agreement, which will become effective on the last date written below. CONTRACTOR: CITY OF KENT: Q rp Digitally signed by Chad Bieren By: `/\�le! By: Chad BIGI Gn Date:2024.03.0414:19:3408'00' (signature) (signature) Print Name: D 'N. V Print Name: Chad Bieren P.E. Its ( 44 bk 'r Its Public Works Director title) (title) DATE:��4.�f� 14 DATE: AF EC KP CHANGE ORDER - 2 OF 3 ATTEST: APPROVED AS TO FORM: (applicable if Mayors signature required) K t City Clerk Kent Law Department 1 C[In this held,you may enter the clectrnNc filepath a hem the contract has been saved] CHANGE ORDER - 3 OF 3 File No. 200.2 • KENT W-1-T- CHANGE ORDER WORKSHEET NO. 2 Construction Engineering Division - Public Works Project: Washington Ave Pump Station Project No: 19-3031 Project Engineer: Stephen Lincoln TIB-Aid No: Capital Projects Jason Bryant Contractor: Rodarte Manager: Date: 10/31/2023 I. Proposed Change Remove and dispose of the existing unknown buried roadway on Washington Ave. This work was tracked on force account #16. II. Reason and Background for Change During the excavation for the installation of the new 48" storm system across Washington Ave crews discovered an existing buried roadway. The existing roadway was 5' deep and was 14" thick. It was necessary to remove the old roadway to install the storm. Crews sawcut, removed and hualed off the existing materials. This work was tracked on force account sheet # 16. III. Method of Payment NEW PAY ITEMS ❑ Not applicable SNh. Item Description Total Est. Unit Unit Price Total Estimated Cost of o Otv Item 1 Remove Unknown Buried Roadway 1 FA $10,454.98 $ 10,454.98 $ - New Pay Items Total: $ 10,454.98 DELETE EXISTING PAY ITEM(S) per 1-09.5 ❑ Notapplicable Soh No. Bid Item No. Item Description Qty Unit Unit Price Cost of Item $ - Page 1 Delete Existing Pay Items Total: $ - INCREASE/DECREASE TO EXISTING PAY ITEMS) ❑ Notapplicable Sch Bid Item No. 7 Item Description Qty Unit Unit Price Cost of Item No. 7 $ - Increase / Decrease to Existing Pay Items Total: $ - *TOTAL ESTIMATED COST OF CHANGE ORDER: $10,454.98 * Total of the Cost of Item Columns IV. WORKING DAYS Original Contract: 330 Due This Change Order: 0 Previous Total: 330 Explanation/Justification for Additional Working Days: *TOTAL WORKING DAYS: 330 * This Change Order + Previous Total Capital Projects Manager: Date: Jas 71f, ryae� Construction Engineering Date: Supervisor: L=�4Z l6 Ly ] on Barry Construction Manager: Date: Eric Connor Page 2 FA Sheet No.: 16 DAILY REPORT OF FORCE ACCOUNT WORKED �-T Project Name: Washington Ave Pump Station Project No: 19-3031 Item No.: Change Order#2 Date: 1/8/2024 Description of Work: Remove unknown buried roadway Work by Subcontractor?: no Prime Contractor: Rodarte Sub-Contractor: LABOR STRAIGHT TIME OVERTIME DOLLAR NAME CODE OCCUPATION Hrs I Hourly Rate Hrs OT Rate AMOUNT Payton Pipe Layer 69.47 $ - Joel Laborer 8 68.25 $ 546.00 Jesus Laborer 8 6825 $ 546.00 Andy Operator 8 94.72 $ 757.76 LJ Foremen 98.23 $ - Mark Operator 8 94.72 $ 757.76 Dan Operator 94.72 $ - SUBTOTAL-LABOR: $ 2,607.52 LABOR OVERHEAD&PROFIT @ 31% $ 808.33 LABOR TOTAL $ 3,415.85 EQUIPMENT EQUIPMENT OR ATTACHMENTS OPERATED STANDBY DOLLAR Equipment# Equipment Description Hrs Hourly Rate Hrs Standby Rate AMOUNT 323 Cat 335 175.80 $ - Hamm HD-12 roller 8 56.82 $ 454.56 346 Komatsu 228 8 124.39 1 $ 995.12 338 Komatsu Loader 8 83.01 $ 664.08 41 Ford Flatbed 24.06 $ - 2173 Dump Truck 84.42 $ - SUBTOTAL-EQUIPMENT $ 2,113.76 EQUIPMENT OVERHEAD&PROFIT @ 21% $ 443.89 EQUIPMENT TOTAL $ 2,557.65 MAT E R IALS/SERVICES/RENTALS MATERIALS/SERVICES Quantity Units Unit Price DOLLAR AMOUNT Icon#3725180 1 ea $ 2,748.22 $ 2,748.22 Salinas Sawing and Sealing#37935 1 ea $ 955.48 $ 955.48 Is - SUBTOTAL $ 3,703.70 OVERHEAD&PROFIT @ 21% $ 777.78 TOTAL $ 4,481.48 Verification of Hours Worked: TOTAL: $ 10,454.98 12%MARKUP (for prime when subcontract work) $ - Contractor's Representative Date �p SHEET TOTAL: $ 10,454.98 Owner's Representative Date (� Z Pay Es' a tered: Date: By: FA Sheet No.: 16 DAILY REPORT OF FORCE ACCOUNT WORKED �_ T Project Name: Washington Ave Pump Station Project No: 19-3031 Item No.: 1355 Date: 1/8/2024 Description of Work: Remove unknown buried roadway Work by Subcontractor?: no Prime Contractor: Rodarte Sub-Contractor: LABOR STRAIGHT TIME OVERTIME DOLLAR NAME CODE OCCUPATION Hrs I Hourly Rate Hrs OT Rate AMOUNT Payton Pipe Layer 69,47 S - JOeI Laborer 8 68.25 S 546.00 Jesus Laborer 8 68.25 $ 546.00 Andy Operator 8 94.72 S 757.76 LJ lForemen 98.23 S Mark Operator 8 94.72 S 757.76 Dan 10perator 1 94.72 $ SUBTOTAL-LABOR: S 2,607.52 LABOR OVERHEAD&PROFIT @ 31% S 808.33 LABOR TOTAL $ 3,415.85 EQUIPMENT EQUIPMENT OR ATTACHMENTS OPERATED STANDBY DOLLAR Equipment# Equipment Description Hrs I Hourly Rate Hrs Standby Rate AMOUNT 323 Cat 335 175.80 S Hamm HD-12 roller 8 56.82 S 454.56 346 Komatsu 228 8 124.39 $ 995.12 338 Komatsu Loader 8 83.01 1 S 664.08 41 Ford Flatbed 24.06 $ - 2173 Dump Truck 84.42 S SUBTOTAL-EQUIPMENT S 2,113.76 EQUIPMENT OVERHEAD&PROFIT @ 21% S 443.89 EQUIPMENT TOTAL S 2,557.65 MATERIALSISERVICES/RENTALS MATERIALS/SERVICES Quantity Units Unit Price DOLLAR AMOUNT Icon#3725180 1 ea S 2,748.22 S 2,748.22 Salinas Sawing and Sealing#37935 1 ea S 955,48 S 955.48 S S - S - SUBTOTAL S 3,703.70 OVERHEAD&PROFIT @ 21% S 777.78 TOTAL S 4,481.48 Verification of Hours Worked: TOTAL: $ 10,454.98 12%MARKUP (for prime when n,1 subcontract work) $ - Contractors Representative Date (—�� trt SHEET TOTAL: $ 10,454.98 Owner's Representative Date Pay Estim e E red: Date: By: Salinas Sawing & Sealing, Inc. Invoice Mukilteo, WA 98275 Date Invoice# 1/8/2024 37935 Bill To Ship To RODARTE CONSTRUCTION WASHINGTON AVE S STORMWATER 17 E. VALLEY HWY E PUMP STATION AUBURN, WA 98092 CITY OF KENT RODARTE JOB 2305-W P.O. No. Terms Due Date Project Our Job No. Net 30 2/7/2024 23-0290 Washington Ave... 23-0290 Item Description Quantity Rate Amount 300 Asphalt Demo-3" 48 0.60 28.80 600 Concrete Demo- 12" (15" TD) 48 8.16 391.68 825 Standby Time Per Hour 2 180.00 360.00 750 Slurry Vacuum Equip&Disposal 175.00 175.00 Work Completed 01/08/2024(W.O. 59769) Office:(425)745-0706 Fax:(425)745-0628 Total $955.48 Customer No: 60455 Invoice No: 3725180 Inv Date: 01/08/24 Page: Page 1 of 1 1503 Valentine Ave SE Customer Job: 2305 Pacific,WA98047 Return Service Requested 7460000095 PRESORT PSPS001<> ICON Materials (11�1t�'1lt�llll�lIlitt'I' 'I'I�l''�11�"'ll`il'�I�llllllllitll! 1508 Valentine Ave SE RODARTE CONSTRUCTION Pacific, 98047 17 E VALLEY HWY E 206-575-323200 AUBURN WA 98092-5531 Delivered To: KENT Date CEode - Material DescriE QTY UM Unit Price Matl Total Tax Total Plant:04500 Auburn Asphalt 01/08/24 1910-COLD MIX 29.44 TON 93.00 2,737.92 0.00 2,737.92 01/08124 467750-Fuel Surcharge-Ton 29.44 EA 0.35 10.30 0.00 10.30 01/08/24 90147-Escalation Adjustment-HMA 29.44 EA 0.00 0.00 0.00 0.00 Total Invoice: 86,32 2,748.22 0.00 Z748.22 Ticket number(s)shipped from plant 04500-Auburn Asphalt *150056935 We Appreciate You and Your Business! New Portal Website as of Sept.2021-https://mycentralpremix,myamatportaLcom/Questions?Accounts Receivable Department Contact 509-536-3042. Finance Charges will be applied to any late invoices at a rate of 1.5%per month per credit agreement or the State's Lawful Amount Invoice Amount: 2,748.22 Amount Paid: Customer Name: RODARTE CONSTRUCTION Customer No: 60455 If you have any questions about your invoice please call 206-575-3200 Invoice#: 3725180 Date: 01/8124 Remit Payment To: ICON Materials Customer.lob: 2305 PO Box 742421 Los Angeles,CA 90074 Due Date: 02/07/24 Please provide your email address below it you would like to start receiving your lnrvolces via email page 1 of 1 Fs OFFICE COPY Ticket: 150056935 ICON Materials Date: 1/8/2024 01S00-Auburn S&G Time: 7:42:33AM 4040 Kersey Way SE I Vehicle: RODARTE213 Auburn,WA98092 Customer., 60455 Order: RODART2301-2023 AGG VOL PRICE(FOB)3.1.2023 Cust.Name: Rodarte Construction Disp#: Pounds Tons Address&Instructions: Job: 2305 Gross 102,500 51.25 KENT P.O.: Tare 43,620 21.81 Net 58,880 29.44 Weighmaster: Crystal Swartz Prod uct Lggda Total QtX Ticket Qty UQM 1910 COLD MIX 1 29.44 29.44 Ton Thank you for your business! WARN IN G,HOT MIX ASPHALT(HMA}TEMPERATURES CAN EXCEED 330 DEGREES.Use appropriate protective equipment when working with HMA. See reverse side for warranty and shipment delivery conditions. K ICON Materials CUSTOMER COPY Ticket: 150056935 01500-Auburn S&G Date: 1/8/2024 4040 Kersey Way 5E Time: 7:42:33AM IAuburn,WA 98092 Vehicle: RODARTE213 Customer: 60455 Order: RODART2301-2023 AGG VOL PRICE(FOB)3.1.2023 Cust.Name: Rodarte Construction Disp#: Pounds Tons Address&Instructions: Job: 2305 Gross 102,500 5 i.25 KENT P.O.: Tare 43,620 21.81 Net 58,880 29,44 Weighmaster: Crystal Swartz Product Loads Total Qjy Ticket UOM 1910 COLD MIX 1 29.44 29.44 Ton Thank you for your business! WARNING:HOT MIX ASPHALT(HMA)TEMPERATURES CAN EXCEED 330 DEGREES Use appropriate protective equipment when working with HMA. See reverse side for warranty and shipment delivery conditions. r s c CUSTOMER COPY Ticket: 150056935 ICON Materials 01500-Auburn S&G Date: 1/8/2024 4040 Kersey Way SE Time: 7:42:33AM ' Auburn,WA 98092 Vehicle: RODARTE213 Customer: 60455 Order: RODART2301-2023 AGG VOL PRICE(FOB)3.1.2023 Cust.Name: Rodarte Construction Disp#: Pounds Tons Address&Instructions: Job: 2305 Gross 102,500 51.25 KENT P.O.: Tare 43,620 21.81 Net 58,880 29.44 Weighmaster: Crystal Swartz Product Loads Total QN Ticket Qty UOM 1910 COLD MIX 1 29.44 29.44 Ton Thank you for your business! WARNING:HOT MIX ASPHALT(HMA)TEMPERATURES CAN EXCEED 330 DEGREES.Use appropriate protective equipment when working with HMA. 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