Chickamauga Lock Replacement

The Department of the Army, Army Corps of Engineers, Nashville District, has a requirement for a lock replacement approach wall and de-commissioning project for the Chickamauga Lock on the Tennessee River at Chattanooga, TN.

Solicitation Summary

The Department of the Army, Army Corps of Engineers, Nashville District, has a requirement for a lock replacement approach wall and de-commissioning project for the Chickamauga Lock on the Tennessee River at Chattanooga, TN.

Solicitation in a Nutshell

Item

Details

Agency Department of the Army, Army Corps of Engineers, Nashville District
Solicitation Number W912P525RA001
Status Post-RFP
Solicitation Date 02/04/2025
Award Date 09/2025 (Estimate)
Contract Ceiling Value $500,000,000
Competition Type  Full and Open / Unrestricted
Type of Award Other
Primary Requirement Architecture Engineering and Construction
Duration 2008 Days
Contract Type  Firm Fixed Price
No. of Expected Awards N/A
NAICS Code(s):
237990

Other Heavy and Civil Engineering Construction
Size Standard: $45.0 million annual receipts except $37.0 million annual receipts for Dredging and Surface Cleanup Activities

Place of Performance:
  • Chattanooga, Tennessee, United States (Primary)
Opportunity Website: https://sam.gov/opp/fdecdc93942a43b3b403aa80afda4769/view

Background

N/A

Requirements

  • The scope of this project will consist of the construction of river and middle approach walls downstream from the lock, decommissioning the existing lock, the wet commissioning of the lock chamber constructed in the lock chamber contract, and site restoration activities at the project site and two (2) storage areas. Downstream lock approach walls will be constructed from pre-cast concrete beams that were fabricated in 2012 and are currently stored at another TVA facility until ready to be installed at the project. The downstream approach wall will extend under and through the Norfolk Southern Railway Bridge. Two (2) new 30-foot diameter mooring cells will be built downstream of the new lock. Once the existing lock is closed, a portion of the lock chamber and the associated wall culverts will be plugged with concrete. A concrete thrust block will be installed to resist concrete expansion in the dam, and the remaining area will be filled with stone. Miscellaneous equipment and buildings will be removed. No cofferdams will be required for decommissioning the existing lock, but installation of needle dams (similar to a cofferdam, but more temporary) may be required for dewatering of the chamber. The downstream approach wall, decommissioning of the existing lock, wet commissioning of the new lock, and site restoration contract.

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