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The DEPT OF DEFENSE | DEPT OF THE ARMY has issued a Tender notice for the procurement of a Gavins Point Crane Rail Replacement in the USA. This Tender notice was published on 15 Aug 2026 and is scheduled to close on 02 Oct 2026, with an estimated Tender value of Refer Document. Interested bidders can access detailed Tender information, eligibility criteria, and complete bidding documents by referencing TOT Ref No. 147298407, while the tender notice number is W9128F26RA023 and Registering on the platform.
Procurement Summary
Country: USA
Summary: Gavins Point Crane Rail Replacement
Deadline: 02 Oct 2026
Posting Date: 15 Aug 2026
Other Information
Notice Type: Tender
TOT Ref.No.: 147298407
Document Ref. No.: W9128F26RA023
Competition: ICB
Financier: Self Financed
Purchaser Ownership: Public
Tender Value: Refer Document
CPV Classification
34941800 - Railway pointsPurchaser's Detail
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Login to see detailsTender Details
The U.S. Army Corps of Engineers, Omaha District, hereby announces the solicitation for Gavins Point Intake Crane Rail Replacement. The solicitation will close on 02 October 2026. The solicitation is(Unrestricted and Open to Both Large and Small Business Participation. A Site Visit is scheduled and additional information regarding the site visit is provided in the solicitation via FAR Clause 52.236-27. The site visit is scheduled for 03 September 2026. This project will involve removal and replacement of the Gavins Point Powerhouse Intake crane runway rail located near Yankton, South Dakota. The 80-ton Gavins Point Intake Gantry Crane rail shall be installed and aligned to Crane Manufacturers Association of America, CMAA 70 standards. The total length of the rails is 328 ft x 2 centerline of rail to the powerhouse wall. The work will include an initial survey of the rail alignment, existing grout pocket condition, demolition and removal of existing intake crane rail and components, rail clips, asphalt, base plates, and non-shrink grout. Demolition and removal of the existing concrete anchors will be based on the concrete imaging reports, and the grout pocket condition assessment between each anchor pair along the deck. For bidding purposes, it is assumed 80 percent of the existing anchors will be replaced and all concrete anchors at joint bars will be replaced. The contractor will provide anchors suitable for use in cracked concrete and under seismic loading. Once the rail and hardware are replaced and aligned to the required standards the grout pockets will be filled with two-component aliphatic polyurethane elastomer grout along the full length of the intake crane runway as shown on the drawings. The sequencing of demolition and installation of the crane rails must minimize project time without an operational intake crane and typically progress from one side of the dam to the other with the transfer of the crane from old to new rail during completion of the final ...
Notice ID: w9128f26ra023
Department/Ind. Agency: dept of defense
Sub-tier: dept of the army
Office: w071 endist omaha
Product Service Code: y1ka - construction of dams
NAICS Code: 238120 - Structural Steel and Precast Concrete Contractors
Inactive Dates: aug 14, 2027
Inactive Policy: manual
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