USACE DBB Dallas Floodway

The Department of the Army, Army Corps of Engineers, Southwestern Division, Fort Worth District has a requirement for a Design-Bid-Build (DBB) construction project at Dallas Floodway.

Solicitation Summary

The Department of the Army, Army Corps of Engineers, Southwestern Division, Fort Worth District has a requirement for a Design-Bid-Build (DBB) construction project at Dallas Floodway.

Solicitation in a Nutshell

Item

Details

Agency Department of the Army, Army Corps of Engineers, Southwestern Division, Fort Worth District
Solicitation Number W9126G25U8526
Status Pre-RFP
Solicitation Date 12/2025 (Estimate)
Award Date 05/2026 (Estimate)
Contract Ceiling Value $150,000,000
Competition Type Undetermined
Type of Award Other
Primary Requirement  Other Construction Services
Duration  1,457 calendar 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:
  • Dallas, Texas, United States
Opportunity Website: https://sam.gov/opp/a474e4704f864f758368146aa3fad43b/view

Background

N/A

Requirements

The Hampton 3 project includes construction of a new pump station. The Hampton 3 Pump Station includes the installation of five concrete volute pumps and each pump shall discharge to its own 84-inch steel discharge pipe. The discharge pipes shall go up and over the levee and discharge into a new outfall canal in the Trinity River Floodway. The Hampton 3 Pump Station also includes a loading dock, a monitoring station, trash grates, and mechanical and electrical rooms. Water, wastewater, electrical distribution, control, protection, instrumentation, grounding, and communications infrastructure shall be installed at the facility. Work also includes utility relocations and coordination, channel relocation, care and diversion of water, excavation and embankment, levee construction, structural concrete, drilled piers, reinforced box culverts, and other items to complete the project in accordance with the plans and specifications. In addition, the constructing agent will be required to maintain stormwater flow to adjacent pump stations during construction to avoid adverse water elevations upstream. Excavation and regrading to the existing levee will expose the vicinity to the vulnerabilities resulting from a potential flood event that may occur during the construction period. The Contractor will be responsible for providing any provisions of Temporary Flood Protection (TFP) measures that need to be deployed in case of such event, including, but not be limited to, cofferdams and continuous dewatering wells.

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