6-Addendum 1 - Ibapah Well.pdf
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- Attached to
- Tooele County- Ibapah Well Construction
- Solicitation number
- RA26-20
- Issued by
- Tooele County, Utah
About this file
This document is Addendum 1 for the Bates Canyon Road Improvements Project, issued by Ensign Engineering for the Ibapah Well construction contract, dated August 22, 2025. The addendum modifies the original bid documents by updating the Civil Engineering Bid Schedule with several new line items, including 402 linear feet of 8" steel pipe-0.25" thick casing, 50 linear feet of 8" 304 SS welded wire screen, 75 linear feet of power from existing meter, 39 linear feet of neat cement annular seal, 125 linear feet of sanitary cement grout, 131 linear feet of #8 sand, 80 hours of drilling time, 40 hours of pump testing, and a lump sum for installing a pitless adapter.
The addendum requires bidders to acknowledge receipt and acceptance of all conditions by noting the addendum number and date in the bid documents, with failure to do so resulting in bid rejection. No changes were made to the agreement, contract conditions, or specifications. The document is signed by Jacob M. Clegg, PE of Ensign Engineering on 8/28/2025, indicating the final review and issuance of the addendum. Pricing details for individual line items are left blank, suggesting that bidders will need to fill in their specific unit prices and total amounts for each item in the bid schedule.
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Text version
Addendum 1
Bates Canyon Road Improvements Project
009010-1
DOCUMENT 00 90 10
ADDENDUM NO. 1
PART 1 GENERAL
1.1 DOCUMENT INCLUDES
A. Changes to the Bid Documents.
B. Changes to Design Drawings.
1.2 CONSTRUCTION CONTRACT
A. The Construction Contract is known as:
IBAPAH WELL
B. Date of this Addendum 1:
August 22, 2025
PART 2 CHANGES
2.1 CHANGES TO PRIOR ADDENDA
A. None.
2.2 CHANGES TO BIDDING REQUIREMENTS
A. A change to Document 00 43 00 Bid Schedule, Addendum 1 as listed below:
• Updated and clarified 8” steel pipe and casing to match with drawing
• Updated wire screen and included thickness
• Added SS bull-nose cap line item
• Added power from existing meter to well line item
• Added cement grout surface seal line item
• Added neat cement annular seal line item
• Added #8 sand line item
• Added drilling time line item
• Added pump testing line item
• Added install pitless adapter to line item
009010-2
ADDENDUM 1
CIVIL ENGINEERING BID SCHEDULE
Item Specification Reference Number
Classification of Work
Quantity
Unit
Unit
Price Amount
Addendum 1
7 AWWA A100, AWWA C200, & ASTM
A53B
8” Steel Pipe-0.25” Thick Casing
Linear Feet
8 AWWA A100, AWWA C200
8” SS Screen Bullnose Cap
Lump Sum $
9 AWWA A100, AWWA C200
8” 304 SS Welded Wire Screen, 0.02-inch
Slot (20 Slot)
Linear Feet
23 26 05 13
Power From Existing Meter
Linear Feet
24 ASTM C150
Neat Cement Annular Seal
Linear Feet
25 UAC R655-4-11.4.2
Sanitary Cement Grout
Linear Feet
26 #8 Sand 131
Linear Feet
27 Drilling Time 80
Hours
28 R309-515-6(10)
Pump Testing
Hours
29 Install Pitless Adapter Lump Sum $
2.3 CHANGES TO AGREEMENT AND OTHER CONTRACT FORMS
2.4 CHANGES TO THE CONDITIONS OF THE CONTRACT
2.5 CHANGES TO THE SPECIFICATIONS
2.6 CHANGES TO THE DRAWINGS
A. Yes. See attachment below.
009010-3
PART 3 ACKNOWLEDGEMENT
A. This addendum 1 is hereby attached to and made a part of the contract documents.
Each bidder shall acknowledge receipt and acceptance of all conditions contained herein by acknowledgement of addendum NUMBER 1 and DATE of said addendum in the space provided in SECTION 00 41 00 BID page 004100-1 of the
BIDDING DOCUMENTS. Without such acknowledgement bid will be rejected.
Jacob M. Clegg, PE Date
Ensign Engineering
8/28/2025
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