Addendum Two.pdf
PDF 300 KB Posted
- Solicitation number
- RFB 785 2600000643 6
- Issued by
- Webster County, Kentucky
About this file
Addendum Two to Invitation to Bid No. RFB-275-26 is issued by the Commonwealth of Kentucky Department for Facilities and Support Services, Division of Engineering and Contract Administration, on behalf of the Kentucky Division of Water Energy and Environmental Cabinet for the Rehabilitation of Willisburg Lake Dam located in Washington County, Kentucky. This addendum addresses clarifications and modifications to the original solicitation through a series of questions and answers that become binding upon the contract to be issued. The addendum specifically addresses two key inquiries: a request for material substitution for culvert waterproofing materials under Section 07 13 26 of the Technical Specifications, and questions regarding the installation of H-Piles for soldier pile or lagging wall construction within the dam structure.
The addendum clarifies that the proposed MEL-ROL SYSTEM manufactured by W. R. Meadows does not meet the minimum puncture requirements of 60 pounds per ASTM E154 as specified in the Technical Specifications and is therefore not an acceptable substitution without additional information demonstrating compliance with specified requirements. Additionally, the addendum reinforces Construction Restrictions outlined in Drawing A03, Note 14, which explicitly prohibit the driving of sheet piling, H-piles, or any other type of piling in the embankment at any time during construction, including for temporary bracing purposes. These clarifications are binding modifications to the original bid requirements and must be incorporated by all bidders in their responses.
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Other files
| File | Type | Posted |
|---|---|---|
| Final_RFB_785_2600000643_3_SO_FORM.PDF | ||
| Addendum Three.pdf | ||
| Addendum Five.docx | DOCX document | |
| Final_RFB_785_2600000643_6_SO_FORM.PDF | ||
| Final_RFB_785_2600000643_5_SO_FORM.PDF | ||
| Addendum Four Emars.pdf | ||
| Final_RFB_785_2600000643_2_SO_FORM.PDF | ||
| Final_RFB_785_2600000643_1_SO_FORM.PDF | ||
| Final_RFB_785_2600000643_4_SO_FORM.PDF | ||
| Addendum One.pdf |
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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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