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Contractor shall be responsible for project mobilization, demobilization, the clearing of the project sites (PA 13 and 14) and disposal of excess material that would be required for the construction of the new perimeter dike, and the work specified for each of the existing drop outlet structures. See attached file.
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Pain points mentioned in board meetings and strategic plans
Instantly outline and draft all requirements
Bring in your USPs and exploit competitor gaps
Starbridge can help you:
Get ahead of RFPs — target accounts planning budget or ending contracts soon
Accounts with contract expirations, meetings mentioning your product, grants, budget changes and more
Starbridge.ai books 30 - 40% of leads into meetings
The U.S. Army Corps of Engineers, Galveston District issued a Sources Sought (W912HY-26-S-1AX4) to gauge industry interest and capabilities for construction work at Harlingen Placement Area PA-13 and PA-10. Work includes a 3-foot raise, inlet structure installation and shoreline protection for PA-13, with optional clearing/grubbing, minor dike repairs, inlet repairs, and a splash pad for PA-10; period of performance is up to 190 calendar days (with 120-day option items). The estimated construction cost range is $1,000,000 to $5,000,000 and firms should submit capability information (UEI, CAGE, project experience, bonding capacity) by the response deadline.
Posted Date
Dec 3, 2025
Due Date
Dec 17, 2026
Release: Dec 3, 2025
Close: Dec 17, 2026
The U.S. Army Corps of Engineers, Galveston District issued a Sources Sought (W912HY-26-S-1AX4) to gauge industry interest and capabilities for construction work at Harlingen Placement Area PA-13 and PA-10. Work includes a 3-foot raise, inlet structure installation and shoreline protection for PA-13, with optional clearing/grubbing, minor dike repairs, inlet repairs, and a splash pad for PA-10; period of performance is up to 190 calendar days (with 120-day option items). The estimated construction cost range is $1,000,000 to $5,000,000 and firms should submit capability information (UEI, CAGE, project experience, bonding capacity) by the response deadline.
AvailableThe work consists of the following construction within a shallow channel: Schedule 1 - will consist of a 3-foot raise, inlet structure installation and H&H shoreline protection feature for PA 13; Option 1 - will consist of a clearing/grubbing and minor dike repairs/grade for PA 10. Option 2 – will consist of inlet structure repairs for PA 10; Option 3 – will consist of a splash pad for PA 10.
Posted Date
Dec 3, 2025
Due Date
Dec 17, 2026
Release: Dec 3, 2025
Close: Dec 17, 2026
The work consists of the following construction within a shallow channel: Schedule 1 - will consist of a 3-foot raise, inlet structure installation and H&H shoreline protection feature for PA 13; Option 1 - will consist of a clearing/grubbing and minor dike repairs/grade for PA 10. Option 2 – will consist of inlet structure repairs for PA 10; Option 3 – will consist of a splash pad for PA 10.
Furnish & deliver stormwater pipes & drainage structures (pipes).
Posted Date
Dec 24, 2025
Due Date
Jan 14, 2026
Release: Dec 24, 2025
Close: Jan 14, 2026
Furnish & deliver stormwater pipes & drainage structures (pipes).
AvailableTwo component polyurethane injection at drainage structures, drainage pipes, box culverts, asphalt and concrete pavement areas, sidewalk areas and bridge approach slabs for the purpose of densification of subgrade, filling voids, sealing drainage structures and realignment of surface.
Posted Date
Dec 22, 2025
Due Date
Jan 21, 2026
Release: Dec 22, 2025
Close: Jan 21, 2026
Two component polyurethane injection at drainage structures, drainage pipes, box culverts, asphalt and concrete pavement areas, sidewalk areas and bridge approach slabs for the purpose of densification of subgrade, filling voids, sealing drainage structures and realignment of surface.
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