PIEE #W9126B26A010

Joe Pool Dam Slide Repairs at Joe Pool Lake, Texas

The U.S. Army Corps of Engineers, Fort Worth District, is seeking small business contractors for civil works construction services to repair four shallow slides at Joe Pool Dam, Grand Prairie, Texas. - Government Buyer: - U.S. Army Corps of Engineers, Fort Worth District (W076 ENDIST FT WORTH) - OEMs and Vendors: - No specific OEMs or vendors are named in the solicitation - Products/Services Requested: - Civil works construction services for slide repairs - Scope includes: - Removal of slide debris - Excavation with bench-cutting into stable embankment - Keyway excavation into foundation toe - Lime-treatment of excavated soil - Placement and compaction of treated soil to restore design contours - Surface restoration: - Riprap on upstream slope - Topsoil and vegetation on downstream slope - Unique/Notable Requirements: - Repairs must address four specific slides (Slides 18, 20, 21, and 28) - Work must restore original dam design contours - Lime-treatment is required for soil stabilization - Restoration includes both structural (riprap) and environmental (vegetation) elements - Procurement is a competitive small business set aside under NAICS 237990 and PSC Z2PC

Description

PRESOLICITATION NOTICE ONLY - Proposed Solicitation Number - W9126G26BA010 posted on or about 18 September 2026. Contract 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. The solicitation is anticipated to be issued on or about 14 September 2026, and proposals due on or about 15 October 2026. 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.

View original listing