This Solicitation opportunity from Department Of Defense was posted on September 21, 2026. The submission period has ended. Browse the details below for market research, or find similar active opportunities.
W912EK26BA014 - MISSISSIPPI RIVER BASIN LOCK AND DAM 21 QUINCY, IL BOLTED TAINTER GATE FABRICATION
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Solicitation W912EK26BA014, issued by the US Army Corps of Engineers Rock Island District, concerns the off-site fabrication and delivery of new bolted Tainter gates for the Mississippi River Basin Lock and Dam 21 located in Quincy, Illinois. The project requires the production of gates measuring approximately 20 feet high by 64 feet long, utilizing cold-rolled shapes and welded assemblies. All welding must adhere to AWS D1.1 standards, and the design specifically excludes fracture-critical members to ensure maximum structural reliability. The procurement package includes detailed fabrication plans, technical drawings, and a schedule of prices featuring a base bid and multiple options from A through F. The scope of work encompasses the fabrication, delivery, and barge demurrage associated with the gates. Interested parties must submit responses by September 17, 2026. For access to the necessary CADD models required for the project, contacts should reach out to Joseph Porter at the USACE Rock Island office.
General Info
Place of Performance
ILSet-Aside
Documents
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Timeline
Submission Closed
Organization & Contact Information
Full Description
9/21/2026: USACE posts the Bid Abstract
9/17/2026: Bidders please fill out the Schedule of Prices. We know that a CLIN was left off in Section B, so please disregard filling out that part. The Schedule of Prices is what we will use
USACE - Rock Island - This project involves the fabrication and delivery of new bolted Tainter gates for Lock and Dam 21. The work includes the off-site fabrication of tainter gates, measuring approximately 20 feet high by 64 feet long, which are comprised of cold-rolled shapes and welded assemblies. These welded assemblies must comply with AWS D1.1 standards and are designed without fracture-critical members to enhance structural reliability. No amendment: just info on CADD modelPlease contact joseph.e.porter@usace.army.mil for CADD MODEL
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