A21 - W912PM26QA013 - Holden Beach- Questions and Responses -01-15-2026.xlsx

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Holden Beach Removal and Replacement of Mooring Clusters
Solicitation number
W912PM26QA013
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The file is a Questions and Responses document for the Holden Beach Mooring Clusters Replacement project (Solicitation Number: W912PM26QA013). The solicitation is a Request for Quote under FAR Part 13 Simplified Acquisition Procedures, with a project value between $100,000 and $250,000, set aside exclusively for small businesses. The project involves removing and replacing mooring clusters at Holden Beach, North Carolina, with specific technical requirements including installing two 30" diameter steel pilings (40' long, .750" wall thickness), with the top 30' coated in 16 mil coal tar epoxy.

Key dates include a site visit scheduled for January 13, 2026, at 9:00 AM ET at the Holden Beach Pavilion, with quotes due by 2:00 PM EST on January 26, 2026. The contract will be awarded to the lowest-priced, technically acceptable quote. Contractors must submit annual representations and certifications via email. The project is managed by the Department of the Army Corps of Engineers Engineering District Wilmington, with point of contact Diana D. Curl and Jenifer M. Garland. Technical questions were addressed in the document, including clarifications on pipe specifications, end plate grades, and acceptable mooring cleat designs.

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Sheet1

Question's and Responses
15-Jan-26
Solicitation Number: W912PM26QA013
Holden Beach Piling Clusters Replacement
Question #QuestionResponse
1Does this project have any drawings/fender layout?Pictures attached of a similar Fender layout without the Cleats incorpertated on the coller.
2Is the 4 feet flat height freeboard before or after taking in consideration the mooring crown weight?Yes
3The crown description says crown collar with Mooring cleats. We typically have crown with T shaped posts, is that what you are asking for?T shape post would be acceptable, as they are a type of Cleat that you can tie off on.
4Can you provide material specifications for the steel pile, epoxy coating, cleats and fenders please?Statement of Work paragraph 2.1.2: Provide and Install (2) 30” Diameter x .750” Wall x 40’ Steel Pilings. Paragraph 2.1.4: Top 30’ Coated with 16 mil Coal Tar Epoxy.
5Is spiral weld pipe allowed?Yes
6What grade is needed for the end plates?836
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File details come from the government source that posted it. Updated .