Opportunity
PIEE #W9126G26BA010
Joe Pool Dam Slide Repair Services at Joe Pool Lake, Texas
Buyer
W076 ENDIST FT WORTH
Posted
September 21, 2026
Respond By
October 20, 2026
Identifier
W9126G26BA010
NAICS
237990
The U.S. Army Corps of Engineers, Fort Worth District, is requesting civil works construction services for slide repairs at Joe Pool Dam, Texas. - Government Buyer: - U.S. Army Corps of Engineers, Fort Worth District (W076 ENDIST FT WORTH) - Scope of Work: - Repair four shallow slides (Slides 18, 20, 21, and 28) on upstream and downstream embankment slopes - Remove slide debris - Excavate with bench-cutting and keyway into foundation toe - Lime-treat excavated soil - Place and compact treated soil to restore original contours - Final surface restoration with riprap and topsoil with vegetation - Procurement Details: - Competitive small business set aside - NAICS 237990 (Other Heavy and Civil Engineering Construction) - PSC Z2PC (Repair or Alteration of Dams) - Unique Requirements: - Submission of Material Safety Data Sheet (MSDS) with offers - OEMs and Vendors: - No specific OEMs or vendors mentioned in the solicitation
Description
INVITATION FOR BID W9126G26BA010 for Joe Pool Dam Slide Repair at Joe Pool Lake, Texas. This announcement is a competitive small business set aside, firm-fixed price, Joe Pool Dam Slide Repair civil works construction services at Joe Pool Lake, Texas. The North American Industry Classification System code (NAICS) for this procurement is 237990-Other Heavy and Civil Engineering Construction which has a small business size standard of $45 Million. The Product Service Code is Z2PC-Repair or Alteration of Dams. Project Scope: The contractor shall repair four shallow slides (Slides 18, 20, 21, and 28) on the upstream and downstream dam embankment slopes. Work includes the removal of slide debris; excavation of the slide area with bench-cutting into the stable embankment and a keyway into the foundation toe; lime-treatment of excavated soil; placement and compaction of treated soil to restore original design contours; and final surface restoration with riprap on the upstream slope and topsoil with vegetation on the downstream slope.