Aylesworth Dam Guiderail Replacement

Closed Solicitation Posted

Solicitation number
W912DR24Q0044
Agency
Responses due
Set-aside
Total Small Business

Opportunity facts

Notice details come from SAM.gov. Updated .

About this opportunity

The U.S. Army Corps of Engineers at Aylesworth Dam in Pennsylvania is seeking to replace 2,500 feet of guiderail on the dam crest access road. The new guiderail must meet or exceed Pennsylvania Department of Transportation and Federal Highway Administration standards and specifications, with a galvanized steel W-beam and steel I-beam posts. The project will require adherence to the PennDOT Publication 13M (DM-2), Chapter 12 requirements for W-Beam (Weak Post) guiderail systems. The solicitation has a due date of July 29, 2024.

This contract opportunity is set aside for small businesses. The North American Industry Classification System (NAICS) code is 237310 - Highway, Street, and Bridge Construction, and the Product and Service Code (PSC) is Z2LB-P - Repair Or Alteration Of Highways/Roads/Streets/Bridges/Railways. The contract will be awarded by the Department of the Army Corps of Engineers Engineering District Baltimore.

Notice text

3 versions

Update #3 · Latest ·

Attached is the answers to the RFI questions that we received.

Update #2 ·

Amendment: To clarify RFI response date as 07/16/2024 at 11:00 am and to correct closing date 07/29/2024 at 11:00 am. All other terms and conditions remain the same.

Update #1 ·

The US Army Corps of Engineers at Aylesworth Dam, Pennsylvania requires the replacement of the 2,500 feet of guiderail on the dam crest access road. The new W-Beam (Weak Post) guiderail will be a galvanized steel W-beam with steel I-beam posts and will meet or exceed Pennsylvania Department of Transportation and Federal Highway Administration standards and specifications. The PennDOT Publication 13M (DM-2), Chapter 12 covers the WBeam (Weak Post) guiderail systems. The ends of the guiderail will adhere to the parking lot 180 degree wrap for this installation.

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