HomeMy WebLinkAboutChange Order - 9Public Works
Facilities Division CONTRACT NO:CAG-25-016 CO NO. 9
CONTRACT CHANGE ORDER (CO)PROJECT TITLE:Renton Market and Piazza Renovations
TO: Schuchart Corparation (CONTRACTOR)
Description Amount
CRP #012 - Add'l Trenching for Grease Drain - 107 35,756.52$
WSST 10.5% for 2026 3,754.43$
-$
-$
-$
-$
CONTRACT SUM:
39,510.95$
(WASHINGTON STATE SALES TAX INCLUDED)
CONTRACT TIME:
0
CALENDAR DAYS
CONTRACT SUMMARY (Internal Use Only)
ORIGINAL CONTRACT SUM 6,424,546.00$
PREVIOUS ADDITIONS/DELETIONS 258,050.02$
PREVIOUS TOTAL 6,682,596.02$
CHANGE AMOUNT THIS CHANGE ORDER 39,510.95$
REVISED CONTRACT TOTAL 6,722,106.97$
PERCENT TOTAL CHANGE FROM ORIGINAL 4.63%
NOTICE TO PROCEED DATE July 29, 2025
PREVIOUS CONTRACT CALENDAR DAYS 250
PREVIOUS SUBSTANTIAL COMPLETION DATE April 5, 2026
REVISED CONTRACT CALENDAR DAYS THIS CHANGE ORDER 250
CURRENT SUBSTANTIAL COMPLETION DATE April 5, 2026
GBA Acknowledgement Date Contractor Acknowledgement Date
AUTHORIZING SIGNATURE DATE
The following mutually agreed to and Owner approved Change Order Proposal(s) are hereby incorporated by reference into
the contract.
The foregoing amount covers everything required in connection with the change. All other provisions of the contract remain in full force and
effect.
The City of Renton hereby accepts the foregoing Change Order Proposal(s). This formal acceptance constitutes a Change to the contract only
when authorizing signature is affixed. Invoices incorporating this Change Order constitute acceptance by the Contractor as total
reimbursement due in connection with this Change Order.
OF:
OF:
NO CHANGE
INCREASE
DECREASE
NO CHANGE
INCREASE
DECREASE
3/19/2026
William G Wheaton
Digitally signed by William G Wheaton
DN: C=US, E=will@grahambaba.com, O=Graham Baba
Architects, CN=William G Wheaton
Location: Seattle
Reason: I have reviewed this document
Contact Info: 5098556961
Date: 2026.03.19 09:01:16-07'00'Ross Liston Digitally signed by Ross Liston
DN: C=US, E=ross.liston@schuchart.com,
O=Schuchart Corporation, OU=Sr. Project
Manager, CN=Ross Liston
Date: 2026.03.19 13:40:06-07'00'
! "
#
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10/24/2025
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ʹͲǤͺʹǤʹ
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Quantity Unit Rate
1hour 225.00$ 225.00$
0hour 225.00$ -$
-$
-$
Total:225.00$
Quantity Unit Rate
8hour 146.68$ 1,173.44$
4hour 108.88$ 435.52$
4hour 133.71$ 534.84$
-$
Sub Total 2,143.80$
Small Tools @ 5%107.19$
Safety @ 2%42.88$
Total:2,293.87$
Quantity Unit Price Amount
15 ton 50.00$ 750.00$
2ton 40.00$ 80.00$
-$ -$
-$ -$
-$ -$
-$ -$
Total: 830.00$
Quantity Unit Rate Amount
4hour 116.95$ 467.80$
4hour 19.53$ 78.12$
4hour 65.63$ 262.52$
4hour 170.01$ 680.04$
4hour 50.00$ 200.00$
Total: 1,688.48$
EQUIPMENT / TOOLS
Description of Equipment/Tools -
CAT 308 Excavator
8cyd Gravel Skiff
Kenworth T800 Dump Truck
Compactor - Plate
Cat 299 Skid Steer Loader
Operation Manager - Schedule equipment & crew, procure materials and transportation/trucking
MATERIALS
Description of Material -
Truck Driver - Dump Truck
1-1/4" minus CSBC
CRAFT LABOR
Description of Labor -
Operating Engineer - Excavator & Skidsteer
Laborer - Pipe Underground
1-1/4" Ballast
Client/Customer:City of Renton Work Authorized by:
Site Location:233 Burnett AVE S Prepared By:Darren Hamlin, Rock On Earth Works P.M.
Renton, WA 98057 Reference #:COR 07.1 Additional Fill at Lobby
DESCRIPTION OF WORK PERFORMED
Rock On was requested to provide additional ballast fill material at the Lobby and additional backfill material for the new 4" SS pipe located below the existing
concrete slab. The area is 10' x 20' x 14" deep = 8.7 cyds = 15 tons ballast and the trench backfill is 10' x 2' x 1' deep = 1.4 tons trench backfill. The additional work
would be performed with an CAT 308 excavator, Cat 299 Skid Steer Loader and a 8 cyd Gravel Skiff.
MANAGEMENT
Description of Labor -
Project Manager - Estimating, project management, quality control, contract conformance & billing
SUBCONTRACTOR CHANGE REQUEST
Project: Renton Market & Piazza Date:10/17/2025
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-$
-$
-$
-$
Total: -$
225.00$
2,293.87$
830.00$
1,688.48$
5,037.35$
604.48$
-$
302.24$
5,944.07$
-$
-$
-$
-$
5,944.07$ CHANGE REQUEST TOTAL
Self Perform FEE (4%)
SUMMARY
Management
Materials
Overhead < $50k (4%)
Overhead > $50K (2%)
SUBTOTAL
Subcontractors
Craft Labor
Self Perform FEE (6%)
Overhead > $50K (4%)
Overhead < $50k (12%)
SUBTOTAL
Equipment
SUBCONTRACTOR / SUPPLIER
! "
Change Order Request
COR 07.1
Title:
Project Name:
Contract #:31-000-0000 10/17/2025
25042
Description:
1. ROCK ON DIRECT CRAFT LABOR COST (from attached cost breakdown form)2,332.70$
a.1,257.88$
b.-$
c.225.00$
DIRECT LABOR SUBTOTAL 1,482.88$
d.
e.223.90$
f. Labor taxes 625.92$
2. ROCK ON MATERIAL COST (from attached cost breakdown form)830.00$
3. ROCK ON EQUIPMENT COST (from attached cost breakdown form)1,688.48$
4. ROCK ON SMALL TOOLS (NTE 5% of 1a & 1b)62.89$
ROCK ON SUBTOTAL 1 thru 4 4,914.00$
5. ROCK ON OVERHEAD & PROFIT ON ROCK ON WORK 737.11$
a.349.91$
b.387.21$
6. SUB-TIER SUBCONTRACTORS -$
a.-$
b. -$
c.-$
d.-$
e.-$
7. ROCK ON OVERHEAD & PROFIT ON SUB-TIER SUBCONTRACTORS -$
a.-$
b.-$
8. ROCK ON INSURANCE - DIRECT COST 166.36$
a. 2.65 % of 1 61.82$
b. 1.85 % of 1-7 104.55$
9. ROCK ON B&O - DIRECT COST 0.69 % of 1-8 40.14$
TOTAL AMOUNT (w/o WSST) 5,857.61$
CALENDAR DAYS added to CONTRACT .5
Volume Driven Liability Insurance
foreman
project manager / project engineer
NTE 15% portion of 2, 3, & 4
NTE 15% portion of 1
direct supervision (NTE 15% of 1a)
Labor adjustment 17.80%
49.76%
Source Documents:
Sub-Contractor:
NTE 15% of Line 6 up to $25,000 for each sub
NTE 10% of Line 6 in excess of $25,000 for each sub
Payroll Driven Liability Insurance
Rock On was requested to provide additional ballast fill material at the Lobby and additional backfill material for the new 4" SS
pipe located below the existing concrete slab. The area is 10' x 20' x 14" deep = 8.7 cyds = 15 tons ballast and the trench
backfill is 10' x 2' x 1' deep = 1.4 tons trench backfill. The additional work would be performed with an CAT 308 excavator, Cat
299 Skid Steer Loader and a 8 cyd Gravel Skiff.
Supervision markup should be zero if any
foreman time is included in direct labor costs.
Labor Markups
Date:
Job #:
A2.00
crew (apprentices, journeymen, & laborers)
Rock On Earth Works, Inc.
Renton Marketplace & Piazza Additional Fill at Lobby
COR 07.1 - Additional Fill at Lobby Page __1____ of _3____Printed 10/17/2025
! "
Project Name:07.1
Contract No: 31-000-0000 10/17/2025
Sub-Contractor:
Unit Labor Material Equipment Total
Quantity Type Unit $ Cost Unit $ Cost Unit $ Cost Cost
4 hour $85.24 340.96$ -$ -$ 340.96$
0 hour $84.67 -$ -$ -$ -$
4 hour $84.67 338.68$ -$ -$ 338.68$
4 hour $64.76 259.04$ -$ -$ 259.04$
4 hour $79.80 319.20$ -$ -$ 319.20$
-$ -$ -$ -$
-$ -$ -$ -$
-$ -$ -$ -$
-$ -$ -$ -$
4 hour -$ -$ $116.95 467.82$ 467.82$
0 hour -$ -$ 136.14$ -$ -$
4 hour -$ -$ $170.01 680.02$ 680.02$
4 hour -$ -$ $65.63 262.53$ 262.53$
4 hour -$ -$ $50.00 200.00$ 200.00$
4 hour -$ -$ $19.53 78.11$ 78.11$
-$ -$ -$ -$
-$ -$ -$ -$
-$ -$ -$ -$
-$ -$ -$ -$
-$ -$ -$ -$
15 TON -$ $50.00 750.00$ -$ 750.00$
-$ -$ -$ -$
2TON -$ $40.00 80.00$ -$ 80.00$
-$ -$ -$ -$
-$ -$ -$ -$
-$ -$ -$ -$
-$ -$ -$ -$
-$ -$ -$ -$
-$ -$ -$ -$
-$ -$ -$ -$
-$ -$ -$ -$
-$ -$ -$ -$
-$ -$ -$ -$
-$ -$ -$ -$
-$ -$ -$ -$
-$ -$ -$ -$
-$ -$ -$ -$
-$ -$ -$ -$
-$ -$ -$ -$
-$ -$ -$ -$
-$ -$ -$ -$
-$ -$ -$ -$
-$ -$ -$ -$
1,257.88$ 830.00$ 1,688.48$ 3,776.36$
0 hour $96.96 -$ -$
0 hour $96.96 -$ -$
1 hour $225.00 225.00$ 225.00$
0 hour $225.00 -$ -$
1,482.88$ 830.00$ 1,688.48$ 4,001.36$
Change Order Request Cost Breakdown
Rock On Earth Works, Inc.Contract Ref. No.
Date:
CORRenton Marketplace & Piazza
25042
Description
Operating Engineer - Excavator
Operating Engineer - Excavator w/ breaker
1-1/4" Ballast
Operating Engineer - SkidSteer Loader
Laborer - Pipe Underground
Truck Driver
Excavator w/ bucket, blade & thumb
Excavator w/ breaker
solo Dump Truck - 14 TCY/19TONS
Skid Steer
Compactor - Plate
OPERATIONS MANAGER
Total Cost of Work
Foreman
Foreman
PROJECT MANAGER
8CYD Gravel Skiff
Subtotal
CSBC - 1-1/2" minus
COR 07.1 - Additional Fill at Lobby Page ___2____ of ___3____Printed 10/17/2025
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Page 1/1
POWERED BY
Our Information Customer Information
Performance Contracting Group
16220 Redmond - Woodinville Road Northeast
Woodinville, WA 98072
Phone: (425)-806-8404
Project Address:233 Burnett Avenue South
Renton, WA 98057
CHANGE ORDER REQUEST
PAS-003
Title: Additional ~50LF of Concrete Cutting
Project Name: Renton Market Piazza
COR Date: 10/01/2025
Performance Contracting Group Job Number: 25-09586
Customer Job Number:
Customer Reference Number:
Description of Change Order Request
Additional costs to remove ~50LF of 18" wide concrete cutting as coordinated between job walk and email conversations. This COR is for recoup
of direct costs only
Other
Description Qty of Other Unit of Measure Rate Total Cost
~50LF of Concrete Cutting 1.00 LS $3,500.00 $3,500.00
Total Other: $3,500.00
Subtotal $3,500.00
Total $3,500.00
Markup 12.000% $420.00
Requested Total $3,920.00
Terms & Conditions
Performance Abatement Services / PCI Democon hereinafter designated as PAS / PCI Democon, proposed to furnish all materials and labor
required for the application of the following (hereinafter designated as "the work"). This proposal is subject to change and may be withdrawn if
not accepted within 30 days of the above date: it is subject to all terms and conditions outlined. Issuance of a change order/notice to proceed is
required prior to PAS / PCI Democon proceeding with this work.
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Wellington,
Reviewed with Aaron this morning after his walk - we can include the additional scope for an additional $3,500.
This is just reimbursing us for the cost, no markup. Hope that helps.
Thanks,
Dallas Hatfield | Estimator/Project Manager | Seattle PAS/PCI
Mobile 425-999-0010 | Dallas.Hatfield@pcg.com
16220 Redmond-Woodinville Rd NE, Woodinville, WA 98072
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Hi Dallas,
Thanks for the reply. In speaking with Ross today, we are going to release you on the first additional
request. I will generate the sub-mod for this additional work tomorrow morning. Knowing this
information, any way we can get this work scheduled for this week by any chance? Obviously, with the
signed sub-mod in hand first.
I completely understand about the added scope. We will communicate this with the client tomorrow and
make them aware of the unexpected additional work.
Thanks for your patience and colleboration with us.
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Hey Wellington,
Aaron is going to come out and walk tomorrow morning to review this scope. We’ll review the past pricing and this
pricing but at first glance I can almost guarantee a net add to overall pricing with this much added cutting. I don’t
think it will be much and we can help out a bit and own some more cost so a rough ROM would be 13-14k for now.
Will see how we need to adjust that ROM after Aaron’s review tomorrow.
Did you receive funds and confirmation for the $9,298 portion of work yet or is this tied to it and waiting as well?
Thanks,
Dallas Hatfield | Estimator/Project Manager | Seattle PAS/PCI
Mobile 425-999-0010 | Dallas.Hatfield@pcg.com
16220 Redmond-Woodinville Rd NE, Woodinville, WA 98072
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Hi Dallas,
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I wanted to thank you for taking the time to chat with me about the additional request for trenching and
backfilling for the grease drain. As we discussed over the phone, we are looking to add this new area to
the previously priced additional concrete work that was discussed with Kevin and priced and we would
like to get both done at the same time (ASAP).
However, I did express my concern about the cost that we will need to present to the client. I am looking
to you to see if we can work on a potentially better number from your team to cover both scopes. Your
assistance with this would be greatly appreciated. Could you please let me know who will be onsite
tomorrow and at what time? To recap, the approximate addition is 18” wide by 53’-0” in length as shown
in the area below.
Thank you again for your help, and I look forward to hearing back from you soon.
! "
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Page 1/1
POWERED BY
Our Information Customer Information
Performance Contracting Group
16220 Redmond - Woodinville Road Northeast
Woodinville, WA 98072
Phone: (425)-806-8404
Project Address:233 Burnett Avenue South
Renton, WA 98057
CHANGE ORDER REQUEST
PAS-003
Title: Additional ~50LF of Concrete Cutting
Project Name: Renton Market Piazza
COR Date: 10/01/2025
Performance Contracting Group Job Number: 25-09586
Customer Job Number:
Customer Reference Number:
Description of Change Order Request
Additional costs to remove ~50LF of 18" wide concrete cutting as coordinated between job walk and email conversations. This COR is for recoup
of direct costs only
Other
Description Qty of Other Unit of Measure Rate Total Cost
~50LF of Concrete Cutting 1.00 LS $3,500.00 $3,500.00
Total Other: $3,500.00
Subtotal $3,500.00
Total $3,500.00
Markup 12.000% $420.00
Requested Total $3,920.00
Terms & Conditions
Performance Abatement Services / PCI Democon hereinafter designated as PAS / PCI Democon, proposed to furnish all materials and labor
required for the application of the following (hereinafter designated as "the work"). This proposal is subject to change and may be withdrawn if
not accepted within 30 days of the above date: it is subject to all terms and conditions outlined. Issuance of a change order/notice to proceed is
required prior to PAS / PCI Democon proceeding with this work.
! "
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Wellington,
Reviewed with Aaron this morning after his walk - we can include the additional scope for an additional $3,500.
This is just reimbursing us for the cost, no markup. Hope that helps.
Thanks,
Dallas Hatfield | Estimator/Project Manager | Seattle PAS/PCI
Mobile 425-999-0010 | Dallas.Hatfield@pcg.com
16220 Redmond-Woodinville Rd NE, Woodinville, WA 98072
7RKHOSSURWHFW\RXUSULY DF\0LFURVRIW2IILFHSUHYHQWHGDXWRPDWLFGRZQORDGRIWKLVSLFWXUHIURPWKH,QWHUQHW
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Hi Dallas,
Thanks for the reply. In speaking with Ross today, we are going to release you on the first additional
request. I will generate the sub-mod for this additional work tomorrow morning. Knowing this
information, any way we can get this work scheduled for this week by any chance? Obviously, with the
signed sub-mod in hand first.
I completely understand about the added scope. We will communicate this with the client tomorrow and
make them aware of the unexpected additional work.
Thanks for your patience and colleboration with us.
:HOOLQJWRQ$UDQWHV
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Hey Wellington,
Aaron is going to come out and walk tomorrow morning to review this scope. We’ll review the past pricing and this
pricing but at first glance I can almost guarantee a net add to overall pricing with this much added cutting. I don’t
think it will be much and we can help out a bit and own some more cost so a rough ROM would be 13-14k for now.
Will see how we need to adjust that ROM after Aaron’s review tomorrow.
Did you receive funds and confirmation for the $9,298 portion of work yet or is this tied to it and waiting as well?
Thanks,
Dallas Hatfield | Estimator/Project Manager | Seattle PAS/PCI
Mobile 425-999-0010 | Dallas.Hatfield@pcg.com
16220 Redmond-Woodinville Rd NE, Woodinville, WA 98072
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Hi Dallas,
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I wanted to thank you for taking the time to chat with me about the additional request for trenching and
backfilling for the grease drain. As we discussed over the phone, we are looking to add this new area to
the previously priced additional concrete work that was discussed with Kevin and priced and we would
like to get both done at the same time (ASAP).
However, I did express my concern about the cost that we will need to present to the client. I am looking
to you to see if we can work on a potentially better number from your team to cover both scopes. Your
assistance with this would be greatly appreciated. Could you please let me know who will be onsite
tomorrow and at what time? To recap, the approximate addition is 18” wide by 53’-0” in length as shown
in the area below.
Thank you again for your help, and I look forward to hearing back from you soon.
! "
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919 FIFTH AVENUE
SEATTLE, WA 98164
P 206.682.3030
F 206.682.6627
CC SCHUCC*121NC
Quantity Unit Rate
0-$ -$
-$
-$
-$
Total: -$
Quantity Unit Rate
0-$ -$
-$
-$
-$
Sub Total -$
Small Tools @ 5% -$
Safety @ 2% -$
Total: -$
Quantity Unit Price Amount
0-$ -$
-$
-$
-$
-$
Total: -$
Quantity Unit Rate Amount
0-$ -$
-$
-$
-$
Total: -$
EQUIPMENT / TOOLS
Description of Equipment/Tools -
MATERIALS
Description of Material -
CRAFT LABOR
Description of Labor -
Client/Customer:City of Renton Work Authorized by:
Site Location:233 Burnett AVE S Prepared By:RICK LEA
Renton, WA 98057 Reference #:CO #1
DESCRIPTION OF WORK PERFORMED
PLUMBING INFILL DRILL AND EPOXY
MANAGEMENT
Description of Labor -
SUBCONTRACTOR CHANGE REQUEST
Project: Renton Market & Piazza Date:10 22 2025
! "
919 FIFTH AVENUE
SEATTLE, WA 98164
P 206.682.3030
F 206.682.6627
CC SCHUCC*121NC
3,518.52$
Total:3,518.52$
-$
-$
-$
-$
-$
-$
-$
-$
-$
3,518.52$
140.74$
-$
140.74$
3,800.00$ CHANGE REQUEST TOTAL
Self Perform FEE (4%)
SUMMARY
Management
Materials
Overhead < $50k (4%)
Overhead > $50K (2%)
SUBTOTAL
Subcontractors
Craft Labor
Self Perform FEE (6%)
Overhead > $50K (4%)
Overhead < $50k (12%)
SUBTOTAL
Equipment
PLUMBING INFILL DRILL AND EPOXY
SUBCONTRACTOR / SUPPLIER
! "