Contract · Federal

Gavins Point Crane Rail Replacement

Agency: DEPT OF DEFENSE / DEPT OF THE ARMY
Location: OMAHA, NE
Amount: Amount not listed
Posted: Jul 23, 2026
Set-aside: None (open competition)
NAICS code: 238120 - Structural Steel and Precast Concrete Contractors look up NAICS codes
PSC code: Y1KA - Construction of Structures and Facilities (general category)

Timeline

Posted

Jul 23, 2026
Status

Open now

What contracts like this typically pay

No award history yet for this category (NAICS 238120).

What this contract is for

Agency: DEPT OF DEFENSE / DEPT OF THE ARMY
Location: OMAHA, NE
NAICS: 238120 - Structural Steel and Precast Concrete Contractors
Scope: Federal

On or about 10 August 2026, the Government intends to issue a solicitation for Gavins Point Crane Rail Replacement.

The solicitation will close on or about 29 September 2026.

The solicitation is Unrestricted and Open to Both Large and Small Business Participation.

A Site Visit will be scheduled and additional information regarding the site visit will be provided in the solicitation via FAR Clause 52.236-27.

The site visit is tentatively scheduled for 26 August 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 m...

Official solicitation and documents

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How to bid on this

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