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HomeMy WebLinkAboutCAG2022-341 - Change Order - #5 - SCI Infrastructure, LLC - 76th Avenue South: North Segment - 05/04/2023 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 O N (Print on pink or cherry colored paper) Originator: Department: C. Frame PW Engineering Date Sent: Date Required: > 5/8/2023 N/A 0 3. a Authorized to Sign: Date of Council Approval: CL 0 Director or Designee ❑Mayor 08/02/2022 Q Budget Account Number: Grant? 0 Yes ❑No R90125.64110.120 Budget? 0 Yes ❑No Type: Federal Vendor Name: Category: SCI Infrastructure, LLC. Contract Vendor Number: Sub-Category: 170264 Change Order#5 0 Project Name: 76th Avenue South - North Segment E L C Project Details:Extend PCCP paving limits N from 35+10 to 36+06 per design revision 6 C N Agreement Amount: $86,847.47 Basis for Selection of Contractor: E Bid aU Start Date: N/A Termination Date: 100.5 Working Days Cn Q Local Business? ❑Yes ❑ No* *If meets requirements per KCC 3.70.100,please complete"Vendor Purchase-Local Exceptions"form on Cityspoce. Notice required prior to disclosure? Contract Number: ❑Yes IZI No CAG2022-341 Date Received by City Attorney: Comments: C1 C f+ 3 3 0 N •� L M Ch Date Routed to the Mayor's Office: 'vf Date Routed to the City Clerk's Office: / ad«W22373 , zo Visit Documents.KentWA.gov to obtain copies of all agreements KENT WASH I N OTON F� CHANGE ORDER NO. #5 NAME OF CONTRACTOR: SCI Infrastructure, LLC ("Contractor") CONTRACT NAME & PROJECT NUMBER: 76th Avenue South - North Seament ORIGINAL CONTRACT DATE: August 23, 2022 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: Extend PCCP paving limits north from 35+10 to 36+06 per design revision 6 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, $4,165,504.10 (including applicable alternates and WSST) Net Change by Previous Change Orders $-9,764.64 (incl. applicable WSST) Current Contract Amount $4,155,739.46 (incl. Previous Change Orders) Current Change Order $86,847.47 Applicable WSST Tax on this Change $0.00 Order Revised Contract Sum $4,242,586.93 CHANGE ORDER - 1 OF 3 Original Time for Completion 75 working days (insert date) Revised Time for Completion under 0.5 working days prior Change Orders (insert date) Days Required (f) for this Change Order 25 working days Revised Time for Completion 100.5 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: SO I A RLPTUREt LLC Chad Bieren Chad Bleren 2023.05.04 By: --" � By; 18:48:01-07'00' sign ture) (signature) PH ame: rN t t '�� SweGO� Print Name: Chad Bieren, P.E. If� Cdt�—t PcG Its Public Works Director (title) (title) DATE: d5 r0 .� �� DATE: AF KP EC CHANGE ORDER - 2 OF 3 W ATTEST: APPROVED AS TO FORM: (applicable if Mayor's signature required) J Kent City Clerk Kent Law Department C)In this field,you may enter the electronic filepath where the contract has been saved) CHANGE ORDER - 3 OF 3 File No. 200.2 KENT w.swi.ata. CHANGE ORDER WORKSHEET NO. 5 Construction Engineering Division - Public Works Project: 76th Avenue South - North Segment Project No: 21-3012 Project Engineer: Mark Madfai Fed-Aid No: STPUL-1075(004) Capital Projects Cameron Bloomer (KBA, Inc.) Contractor: SCI Infrastructure Manager: Date: 4/27/2023 I. Proposed Change Extend PCCP paving limits North from 35+10 to 36+06 per Design Revision 6. II. Reason and Background for Change The City has observed wheel rutting in breaking zones near intersections paved with Hot Mix Asphalt (HMA), particularly in areas with high truck traffic. To mitigate this, the City is electing to install Portland Cement Concrete Pavement (PCCP) instead of HMA to the intersection of 76th and 212th. I III. Method of Payment NEW PAY ITEMS L3 Notapplicable Sch. Item Description Total Est. Unit Unit Price Total Estimated Cost of No Item 1 Extra Formwork and removal for curb, Extra Demo 1 LS $12,682.54 $ 12,682.54 including Sawcutting and Haul off 1 Remobilization of formwork and PCCP pavement 1 LS $4,703.43 $ 4,703.43 equipment 1 PCCP 8.5" Incl Dowels 130 CY $778.05 $ 101,146.50 1 Cement Concrete 410C Curb 200 LF $58.80 $ 11,760.00 New Pay Items Total: $ 130,292.47 DELETE EXISTING PAY ITEMS) per 1-09.5 0 Not applicable Sch Bid Item No. Item Description Qty Unit Unit Price Cost of Item N o. $ - Page 1 Delete Existing Pay Items Total: $ - INCREASE/DECREASE TO EXISTING PAY ITEMS) a Not applicable Sch Bid Item No. Item Description Qty 7Unit Unit Price Cost of Item No. 1 1095 HMA CL 1/2" PG 58V-22 -226 Ton $155.00 $ (35,030.00) 1 1205 Cement Concrete Curb and Gutter -187 LF $45.00 $ (8,415.00) $ - Increase / Decrease to Existing Pay Items Total: $ (43,445.00) *TOTAL ESTIMATED COST OF CHANGE ORDER: $86,847.47 *Total of the Cost of Item Columns IV. WORKING DAYS Original Contract: 75 Due This Change Order: 25 Previous Total: 75.5 Explanation/Justification for Additional Working Days: Pricing was agreed to and direction given to proceed with this changed work on 4/26. On that date, SCI had -20 working days. As SCI did not have the opportunity to begin this work prior to 4/26, working days are being added to that date plus what is needed to complete the change work. They City has agreed to add 5 days on a separate pending change order, and we estimate 10 working days needed to perform this extra work, totaling 25 working days added via this change. *TOTAL WORKING DAYS: 100.5 *This Change Order+ Previous Total Capital Projects Manager: at#~/c• 66"W Date: 4/28/2023 Cameron Bloomer (KBA, Inc.) i Construction Engineering Digibllyslg.8 y,a Cit,ory Jason Barry E,qi,Jason Barry,o=Ci fKent,9ud USmQian Date: 5/1/23 Supervisor: D,te:2023.0.01ing, =)barry@7'00' .gav,SUS � Date:2023.05.01 10:13:23-0]'00' Jason Barry Construction Manager: / ,>a✓' Date: 5/1/23 Y6� J Eric Connor Page 2 From: Peterson,Kelly To: Connor,Eric Cc: Barry.Jason; Bieren.Chad Subject: RE: 76th Ave S-Concrete to 212th Pricing Rev 1 Date: Wednesday,April 26,2023 12:11:52 PM Eric- Chad and I discussed this, please proceed with the CO. Thank you, Kelly Kelly Peterson, AICP, Deputy Director-Engineering Public Works Department 220 Fourth Avenue South, Kent, WA 98032 Phone 253-856-5547 - Cell 253-740-8066 Kneterson(aKentWA.gov CITY OF KENT, WASHINGTON KentWA.gov Facebook a"+�wd � � YouTube PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-MAIL From: Connor, Eric<EConnor@kentwa.gov> Sent:Wednesday, April 26, 2023 11:05 AM To: Peterson, Kelly<KPeterson@kentwa.gov> Cc: Barry,Jason <JBarry@kentwa.gov> Subject: FW: 76th Ave S-Concrete to 212th Pricing Rev 1 Kelly, Attached is a revised proposal from SCI for installing cement concrete paving instead of asphalt paving on the North end of the project. With the deducted pay items accounted for, the net change order amount would be $86,307.47. Are we okay to proceed with the change order and scheduling the work? Please let me know if you have any questions or need any additional information at this time. Thank you, Eric Eric Connor, Construction Engineering Manager Phone 253-856-5533 1 Cell 253-797-0693 CITY OF KENT,WASHINGTON PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-MAIL From: Cameron Bloomer<cbloomerPkbacm com> Sent: Wednesday,April 26, 2023 9:20 AM To: Barry,Jason <JBarry(@kentwa.gov>; Connor, Eric<EConnor(@kentwa.gov> Subject: Fwd: 76th Ave S-Concrete to 212th Pricing Rev 1 EXTERNAL EMAIL Hi Eric and Jason, Attached is a counter to our counter proposal. Salinas will try to pour this Friday if we agree. Reminder their total doesn't include the $43,985 deduction from existing bid items we will make with this change. Thanks! Cameron Bloomer 206.819.7148 Begin forwarded message: From: David Baus<David BausPscibuilds com> Date:April 26, 2023 at 8:46:22 AM PDT To: Cameron Bloomer<cbloomer(@kbacm com> Cc: Alesia Parker<parkeraPits-Seattle com>,Justin Clements <iclementsPkbacm com>,Jamie Masters<imasters(@kbacm.com>,Jason Craig <Jason craigC5)s ibuilds com>, Ken Brumley<ken brumleypscibuilds com>, Andrew Jonson <andrew.ionsonPscibuilds.com>,Jennifer Scoccolo <Iennifer Scoccolo(@scibuilds.com> Subject: 76th Ave S-Concrete to 212th Pricing Rev 1 Cameron, Please see attached revised pricing. If the city will meet us half way to get to your estimate,SCI will cut our mark up in half so Salinas is made whole. Thanks, David Baus SCI Infrastructure, LLC 2821 S. 154th ST SeaTac, WA 98188 206.369.3905 Cell 206.242.0633 Office 206.242.0792 FAX 800.255.0633 Toll Free Contractor# SCIINL*993JA 4/26/2023, 8:35 AM SOInfrastructure , LLC PROJECT: 76th Ave S-N Segment REVISION: 11 DESCRIPTION: Pricing covers the change from asphalt to 8.5'concrete with dowels from STA 35+10 to STA 36+06. Pricing includes time spent grading, forming, and removing formwork for original curb and gutter now changed to staple curb. Pricing includes additional sawcutting, including 12- Depth near 212th intersection, and costs to haul off. Pricing excludes UPO. Removal of formwork, and demo work $ 12,682.54 8.5"CCP Road with 410C Curb $ 117,609.93 Total Cost: $ 130,292.47 S:\JOBS\2210-76th Ave S-N Segment\05 Extra Work\Conc STA 35+10 to 36+06\Concrete to 212th Pricing Rev 1 Removal of formwork,and demo work.Assume 7 operators, 2 laborers for 2 days, with 2 pg 2 loads haul off I Labor: Rate/MH No. Hours / Day Days Subtotal: Foreman $ 104.03 1 8.00 - Operator $ 89.40 1 8.00 2.00 1,430.40 Grade Engineer(0) $ 89.40 1 8.00 - - Laborer $ 64.65 1 8.00 2.00 1,034.40 Subtotal Labor: S 2,464.80 1B Equipment: Rate/Hr No. Hours / Day Days Subtotal: Dump Truck 94.31 1 4.00 1.00 377.24 45 Mini Excavator 62.24 1 8.00 2.00 995.84 950 Loader 90.S 5 1 8.00 1.00 724.40 Subtotal Equipment: $ 2,097.48 1C Subcontractors Quantity UM Cost/Unit Subtotal: Salinas-Formwork for curb&gutter remov 1 LS 3,456.16 - 3,456.16 Evergreen Sawcutting 110 LF 20.00 - 2,200.00 LS - - - Subtotal Subcontractor 5,656.76 1D Materials Quantity UM Cost/Unit Subtotal: Dump Fee 2 LD $ 240.00 - 480.00 $ - - $ - - Subtotal Materials: 480.00 Subtotal Items lA-1D $ 70,698.44 Mark-Up on Labor at 3 1 V S 764.09 Mark-Up on Equipment at 21%: S 440.47 Mark-Up on Subcontractors at 1 2%: S 678.74 Mark-Up on Materials at 21 V S 100.80 $ 12,682.54 8.S"CCP Road with 410C Curb pq 3 lA Labor: Rate/MH No. Hours / Day Days Subtotal: Subtotal Labor: $ - 1 B Equipment: Rate/Hr No. Hours / Day Days Subtotal: Subtotal Equipment: $ - 1C Subcontractors Quantity UM Cost/Unit Subtotal: Salinas Mobilization forms and paver 1 LS 4,479.46 - 4,479.46 Pour 8.5"with dowels 130 CY 741.00 - 96,330.00 410C Staple Curb 200 LF 56.00 - 11,200.00 Subtotal Subcontractor 712,009.46 1 D Materials Quantity UM Cost/Unit Subtotal: $ - - - $ - - $ - - $ - - $ - - Subtotal Materials: - Subtotal Items 1 A-1 D $ 172,009.46 Mark-Up on Labor at 29%: $ - Mark-Up on Equipment at 21%: $ - Mark-Up on Subcontractors at 10%($25k to $100k): $11,200.946 $ 5,600.47 Mark-Up on Materials at 21%: $ - 09.93 David Baus From: Ed Savage <ed@salinasconcrete.com> Sent: Wednesday, April 19, 2023 4:47 PM To: David Baus Cc: Brian Fuller; Ken Brumley; Ben Hudson;John Salinas Subject: Re:76th Ave S - Concrete to 212th Pricing David, All the conditions, inclusions/exclusions in our contract proposal remain the same. Thanks Ed ITEM UP UM Notes AWR-111-Start stop of C/G for redesign $ 3,456.16 LS Actual Cost plus markup Mobilization paving forms and paver $ 4,479.46 LS Based on actual Cost plus markup CCP-8.5 IN $ 741.00 CY Approx.CT: 130 CY 410C Curb $ 56.00 LF Approx. CT: 200 LF On Wed,Apr 19, 2023 at 1:31 PM David Baus<David.Baus@scibuilds.com>wrote: Ed, I I think Nixon and Ken were hoping to pour the first half this Friday.After Cameron's response can you get me some pricing to send in? Thanks, David Baus moot.#s c SCI Infrastructure, LLC 1 INDEPENDENT COST ESTIMATE .� . wo �. Project: 76th Ave South-North Segement 4/25/2023 Owner: City of Kent 21-3012 Prime Contractor: SCI Infrastructure Subcontractor: STPUL-1705(004) Description of Work: PCCP Extension ICE DOLLAR Description Item Number Qty Unit Price AMOUNT Removal of Forms, Extra small QTY demo,Curb form time and removal New CO 1 $ 12,682.54 $ 12,682.54 PCCP Incl Dowels New CO 130 $ 669.00 $ 86,970.00 410C Curb New CO 199 $ 56.00 $ 11,144.00 Salinas Re-mob New CO 1 $ 4,479.46 $ 4,479.46 Prime Markup New CO 1 $ 10,681.54 $ 10,681.54 Cem Concrete Curb and Gutter 1 1205 -199 $ 45.00 $ (8,955.00) HMA Cl 1/2", PG58V-22 1095 -226 $ 155.00 $ (35,030.00) Total $ 81,972.54 W/O Deduction Bid Items $ 125,957.54 *PCCP Cost Calculation We have observed a crew of 10 pouring 250 CY in—10 ish hour shifts. Production rate of 25 yrds an hour for 10 people.including prep,pour,finishing,covering,and cleanup. 65 cyd pour is—2.5 hours at observied production rate.Assume 65 cyd pour will take full 8 hours to set up, pour and finish.Also assume work can be completed with smaller crew of 8 instead of 10 due to lower volume of work. *8 hrs-2.5 hrs=5.5 Hrs of extra time due to smaller quantity *8 person crew x 5.5 hrs x 2 shifts=88 hours *Rough average loaded crew member rate=$70/Hr *88 hrs x$70/hr=$6,160 premium for labor. *Assume equipment is similar,add another$6,000 *Assume PCCP Doweling at 2 people for 8 hours(4 hrs each side) *16 Hrs x$70/hr= 1120+materials=$1300 Total Premium=$6160+$6000+$1300=$13,460/130 CY= 103.54-->$104/CY. Bid price$565, New price 565+104= 1 of 1 P-60(Rev.2019 Mar) 400 • KENT WASH IN GTON Construction Change Directive CCD 004 Project Name: 761h Ave S—North Segment PW Project Number: 21-3012 Contractor: SCI Infrastructure Federal Aid Number: STPUL-1075(004) Subject: PCCP Limits Date: 411112023 Make the following revision to the contract documents: Description: Extend the PCCP pavement from 35+10 to 36+06 per revision 6 attached. Revise curb return table on sheet 11 to match existing conditions. Materials: No Change. Construction Requirements: No change Measurement and Payment: Bid item quantities revised as described in Revision 6 Attachment(s): Revision 6 Contractor Acknowledgement: By: Date: David Baus, Project Manager Owner Approval: By: Date: 4/11/2023 Cameron Bloomer, KBA Inc. By: Date: 4/12/23 Eric Connor, City of Kent THIS CONSTUCTION CHANGE DIRECTIVE DOES NOT PROVIDE FOR EITHER A TIME EXTENSION OR A CHANGE IN THE CONTRACT PRICE.LABOR,EQUIPMENT, AND/OR MATERIAL OUTLINED IN THIS CHANGE DIRECTIVE SHALL BE PAID BY BID ITEM(S)OR A CHANGE ORDER SHALL BE DEVELOPED FOR TIME EXTENSION OR CONTRACT PRICE INCREASES. ANY PROTEST TO THE CHANGE DIRECTIVE SHALL FOLLOW 1-04.5 OF THE WSDOT STANDARD SPECIFICATIONS. PUBLIC WORKS Carla Maloney, P.E. Design Engineering Manager KENT 400 West Gowe Street waste �*� Kent, WA 98032 Fax: 253-856-6500 PHONE: 253-856-5500 Date: April 7, 2023 To: Jason Barry, Construction Engineering Supervisor Cameron Bloomer P.E., KBA, Inc CC: Eric Connor, Construction Manager Eric Knowles and Toby Mollett, City Survey Department From: Susanne Smith, Design Engineer S{PS Mark Madfai, P.E., Project Engineering Supervisor Through: Carla Maloney P.E., Design Engineering Manager Regarding: Revision #6 76th Avenue South - North Segment Federal Aid No. STPUL-1075 (004) Project No. 21-3012 Please have the contractor make the following revision to the above project. Bid Item changes in the Specification Bid tab: 46.9 1010, Remove Existing Asphalt Concrete Pavement, ADD a4l SY 78.3 1050, Saw Cut Existing Asphalt Concrete Pavement, ADD ELF 225.7 1095, HMA Class 1/2", PG 58V-22, REMOVE J49'4 TONS 127.8 1096, Cement Concrete Pavement Including Dowels, ADD 1,3&0.3 CY 410 C Curb PER CHANGE ORDER #3, ADD 216 LF SHEET 9 Saw Cut and pavement removal moved from Sta. 36+00 to Sta. 36+04 as shown. Sheet 11 Extend Cement Concrete Pavement and End of Project Match Line Sta. from 35+00 to Sta. 36+04 as shown. > End of Revision No.6 o m a v Y •Mayor Dana Ralph City of Kent Public Works m u. m� , 1S Hatz �$ o Fa� 6 W W � JI OR =Z: 3 �`. w o I ©�� .Ioo68 Sm I.W. m83��1z_ i� MIA 05 Z,w: N 50 ad 8 I w a r---R J + 8 g g F <o ILt S � Oo u> La S li ��N S 'EaS 7M Ld I g� N QL t(V o J I II a sW U3 c U J .a � --�•-,.-�•--- ��_�'� - -_=- � � III � az z: b5R Od - J sp80 a` o. 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