Addendum Two.pdf
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- Solicitation number
- RFB 785 2600000643 9
- Issued by
- Spencer County, Kentucky
About this file
This is Addendum No. 2 issued by the Commonwealth of Kentucky Department for Facilities and Support Services, Division of Engineering and Contract Administration, in conjunction with the Kentucky Division of Water Energy and Environmental Cabinet for Invitation to Bid No. RFB-275-26 concerning the rehabilitation of Willisburg Lake Dam in Washington County, Kentucky. The addendum, dated June 15, 2026, addresses clarifications and modifications to the original bid specifications and drawings related to the dam rehabilitation project. The document includes responses to bidder inquiries regarding material substitutions and construction methodologies that became binding upon any contract issued in response to this invitation to bid.
The addendum specifically addresses two key questions submitted by bidders. First, regarding a material substitution request for culvert waterproofing materials per Section 07 13 26 of the Technical Specifications, the proposed MEL-ROL SYSTEM manufactured by W. R. Meadows was rejected because it does not meet the minimum puncture requirements of 60 pounds per ASTM E154 as outlined in the specifications. Second, regarding the driving of H-piles for soldier pile or lagging walls in the dam embankment for the culvert section beneath KY 555, the response clarified that driving of sheet piling, H-piles, or any other type of piling in the embankment is prohibited at all times during construction, including for temporary bracing purposes, in accordance with Construction Restrictions Note 14 on Drawing A03.
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Text version
COMMONWEALTH OF KENTUCKY
DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES
DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION
INVITATION TO BID NO: RFB-275-26
FOR: Rehabilitation of Willisburg Lake Dam Kentucky Division of Water Energy and Environmental Cabinet Washington County, Kentucky
DATE: June 16, 2026
RFB-785-2600000643
ADDENDUM NO. Two (2)
BIDDER SHALL CONFORM TO THE FOLLOWING CHANGES AS SAME SHALL BECOME BINDING
UPON THE CONTRACT TO BE ISSUED IN RESPONSE TO THIS INVITATION TO BID.
Item 1: Refer to attached addendum for all additions, deletions, and/or changes to specifications and/or drawings.
END OF ADDENDUM
Invitation to Bid No. RFB-275-26 For: Rehabilitation of Willisburg Lake Dam Kentucky Division of Water Energy and Environmental Cabinet Washington County, Kentucky
Susan Ward, Statewide Procurement Analyst II Division of Engineering and Contract Administration
ADDENDUM NO. Two (2)
Date: June 15, 2026
RFB – 275-26
Item 1: Questions and answers listed below:
Question 1: Request for material substitution for culvert water proofing materials per Section 07 13 26 of the Technical Specifications. The proposed product is MEL-ROL SYSTEM, manufactured by W. R.
Meadows.
Response: The proposed MEL-ROL SYSTEM, manufactured by W. R. Meadows, does not appear to meet the minimum puncture requirements of 60 pounds per ASTM E154 outlined in Section 07 13 26 of the Technical Specifications. Additional information about the material would be required because it does not meet the specified requirements for minimum puncture and therefore would not be an acceptable substitution given the limited information provided at this stage of the project (bidding).
Question 2: Can H-Piles for a soldier pile or lagging wall be driven into the dam specifically for the culvert section (Spillway Inlet) beneath KY 555?
Response: Driving of sheet piling, H-piles, or any other type of piling in the embankment is prohibited at all times during construction, including for the use of temporary bracing in accordance with the
Construction Restrictions, Note 14 shown on Drawing A03.
| Addendum Two |
| Item 1: Refer to attached addendum for all additions, deletions, and/or changes to specifications and/or drawings. |
| END OF ADDENDUM |
Addendum_2_Response
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