DWQ-2024-004986

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CHANGE ORDER NO.: 5
The Contract is modified as follows upon execution of this Change Order:
Description:
In compliance with EJCDC C-700, Article 13.03.E.1.(a)(b) and EJCDC C-700, Article 5.04.A,
Article 5.04.D, and Article 5.04.E.3 the purpose of this Change Order is to incorporate the
following changes into the Bid Documents:
1. During the construction and installation of the 21” sewer gravity main in SR-165, unstable soil
conditions adjacent to the trench excavation were encountered. As a result of these conditions,
some of the pavement adjacent to the trench separated in construction seams. This required the
removal and replacement of additional pavement by UDOT. Estimated Quantity overrun 1,443 SY.
2.During the construction and installation of the 21” sewer gravity main in 2900 South, it was required
by the City of Nibley to provide Granular Backfill Borrow in the sewer trench in place of native
material for the section of the trench between the pipe zone and asphalt pavement sections. The
original bid was based on native material being placed in this section of the trench. Additionally,
during the construction and installation of the 21” sewer gravity main in 2900 South, the native
soils adjacent to the trench excavation sloughed off into the trench during excavation. Because of
this, the estimated amount of Granular Backfill Borrow required for this work increased
significantly. Reference Work Change Directive #14.
3.Due to the trench sloughing and the poor condition of the asphalt pavement on 2900 South, it
became necessary to replace all the asphalt pavement in 2900 South west of SMH M10 to SR-
165.The original bid only included asphalt pavement replacement for the sewer trench excavation.
Estimated Quantity overrun 1,213 SY.
The costs associated with this Change Order are to cover material costs for the Granular Backfill Borrow and
the material and installation costs associated with the asphalt overruns are shown in the following table:
DESCRIPTION QUANTITY UNITS UNIT COST TOTAL COST
Item #1: Overrun of Bid Tab #81 1419 SY $ 63.00 $ 89,397.00
Item #2: New scope of work per Work Change Directive #14, Material & Trucking Costs 1 LS $115,162.18 $ 115,162.18
Item #3: Overrun of Bid Tab #80 1213 SY $ 28.00 $ 33,964.00
Total Chage Order #5 Cost $ 238,523.18
Attachments: 1.Work Change Directive #142.Whitaker Costs for Import Material for Work Change Directive #143.Asphalt overruns Confirmation Emails4.Franson Estimated Asphalt Quantities Based on Survey Data Provided by Whitaker
Owner: Millville City Owner’s Project No.:
Engineer: Franson Civil Engineers Engineer’s Project No.: 20037
Contractor: Whitaker Construction Contractor’s Project No.:
Project: Millville Sewer Project
Contract Name: Millville Sewer Project Date Issued: June 11, 2024 Effective Date of Change Order: October 24,2023
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Change in Contract Price
Change in Contract Times
[State Contract Times as either a specific date or a number of days]
Original Contract Price:
$ 29,350,870.00
Original Contract Times: Substantial Completion: October 31, 2025 Ready for final payment: December 31, 2025
[Increase] [Decrease] from previously approved Change Orders No. 1A to No. 4:
$ 399,287.00
Increase from previously approved Bid Documents to Change Orders No.3: Substantial Completion: October 31, 2025 Ready for final payment: December 31, 2025
Contract Price prior to this Change Order:
$ 29,750,157.00
Contract Times prior to this Change Order: Substantial Completion: October 31, 2025 Ready for final payment: December 31, 2025
[Increase] [Decrease] this Change Order:
$ 238,523.18
Increase this Change Order: Substantial Completion: October 31, 2025 Ready for final payment: December 31, 2025
Contract Price incorporating this Change Order:
$ 29,988,680.18
Contract Times with all approved Change Orders: Substantial Completion: October 31, 2025
Ready for final payment: December 31, 2025
Recommended by Engineer Accepted by Contractor
By:
Title:
Date:
By:
Title: Project Manager
Date:
Authorized by Owner Approved by Funding Agency (RDA)
By:
Title:
By:
Title: Millville City Recorder
Date: Date:
Approved by Funding Agency DEQ)
By:
Title:
Date:
EJCDC® C-941, Change Order EJCDC® C-941, Change Order, Rev.1.
Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies and American Society
of Civil Engineers. All rights reserved.
Millville Sewer Project
Project Manager
State Engineer-USDA Rural Development
Corey Twedt (Jun 13, 2024 13:46 MDT)
Corey Twedt
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ATTACHMENT 1
WORK CHANGE DIRECTIVE #14

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ATTACHMENT 2
WHITAKER MATERIAL AND TRUCKING COSTS FOR WORK
CHANGE DIRECTIVE 14
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ATTACHMENT 3
ASPHALT OVERRUNS CONFIRMATION EMAILS
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ATTACHMENT 4
FRANSON ESTIMATED ASPHALT QUANTITIES BASED
ON SURVEY DATA PROVIDED BY WHITAKER
CONSTRUCTION
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