SAM #W9126B26A010

Joe Pool Dam Slide Repairs – Civil Works Construction Services at Joe Pool Lake, Texas

The U.S. Army Corps of Engineers, Fort Worth District, is seeking qualified small business contractors for slide repairs at Joe Pool Dam, Joe Pool Lake, Texas. - Government Buyer: - U.S. Army Corps of Engineers (USACE), Fort Worth District (ENDIST FT WORTH) - Scope of Work: - Repair four shallow slides (Slides 18, 20, 21, and 28) on the upstream and downstream embankment slopes of Joe Pool Dam - Remove slide debris and excavate with bench-cutting into stable embankment and a keyway into the foundation toe - Lime-treat excavated soil, place and compact treated soil to restore original design contours - Final surface restoration: - Upstream slope: install riprap - Downstream slope: apply topsoil and establish vegetation - NAICS code: 237990 (Other Heavy and Civil Engineering Construction) - Product Service Code: Z2PC (Repair or Alteration of Dams) - No specific OEMs or vendors are named in the notice - Unique Requirements: - Project is a competitive small business set aside - Emphasis on civil works construction expertise and experience with dam embankment repairs

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. Additional Links:Department of Defense Procurement ToolboxPIEE Solicitation Module Link for W9126B26A010Registration Instructions for the PIEE Solicitation ModuleWeb Based Training for the PIEE Solicitation Module

View original listing