The document outlines the FY25 Roadwork Project at the Harry S Truman Dam and Reservoir, managed by the U.S. Army Corps of Engineers, Kansas City District. The project involves HMA replacement and shouldering, with estimated quantities of 2930 SY for HMA replacement and 115 CYD for shouldering. Key requirements for contractors include coordinating area closures 14 days prior to work, performing full-depth HMA replacement, milling and reusing HMA as a modified base material, and refraining from storing equipment or materials along Missouri Highway 82. Contractors must also provide a closure plan with barricades and signage, verify all dimensions before bidding, and obtain prior authorization for tree removal. The project emphasizes safety and adherence to specified construction practices for road maintenance around the reservoir.

The U.S. Army Corps of Engineers Kansas City District is soliciting proposals for roadwork services at the Harry S. Truman Lake Project, specifically for the ODF-T FY26 Sac Access Roadwork. This is a full and open competition procurement with an estimated price range of $100,000 to $250,000. The project involves Hot Mix Asphalt (HMA) replacement, road shouldering, aggregate parking lot rehabilitation, pavement crack filling, and surface seal treatment. The performance period is 270 days from the Notice to Proceed. Proposals are due by 12:00 PM local time on February 9, 2026, and must be submitted via email. Key evaluation factors include price, relative experience, and past performance, with relative experience and past performance combined being more important than price. A bid guarantee is required for offers exceeding $150,000. All contractors must be registered in the System for Award Management (SAM) database.

The FY25 Sac River Access Roadwork Project, detailed in Solicitation No. W912DQ26QA009, outlines a supplemental bid schedule for various roadwork and rehabilitation tasks. The project includes five main CLINs: CLIN 0001 for pulverization of reclaimed asphalt and placement of hot mix asphalt pavement; CLIN 0002 for the optional installation of aggregate shouldering; CLIN 0003 for optional aggregate rehabilitation, including removing and replacing parking curbs, and grading for rock overlay at two locations; CLIN 0004 for optional Osage Bluff crack fill preparation and installation; and CLIN 0005 for optional Osage Bluff bituminous surface treatment, including removing and reinstalling parking curbs and applying surface sealant. This supplemental schedule is for evaluation purposes and is not contractually binding; the CLIN schedule will control pricing in case of discrepancies. Contractors must verify all approximate dimensions.