Caesar Creek Lake Dike Gravel Overlay
Contract Overview
Solicitation details, issuing organization, response deadlines, documents, and interested companies for this government contract opportunity.
AI Contract Overview
The Caesar Creek Lake Dike Gravel Overlay project, located in Waynesville, Ohio, is a construction contract for the U.S. Army Corps of Engineers. The scope of work requires the contractor to provide all labor, materials, equipment, and PPE to spread #57 crushed limestone gravel on access roads. The base contract covers Dike A, which is approximately 50,000 square feet, and an optional component covers Dike B, which is approximately 33,000 square feet. The gravel must be distributed at a depth between 2 and 3 inches, ensuring a uniform and level appearance that fills all existing potholes and divots. The estimated magnitude of the project is between $25,000 and $100,000. This procurement is a 100% set-aside for small businesses under NAICS 237310. Work must commence within 14 calendar days of the notice to proceed and be completed within 90 calendar days, with a final delivery date of January 10, 2027. In lieu of both performance and payment bonds, the government requires only a payment bond or an irrevocable letter of credit. The contract is subject to Davis-Bacon Act wage determinations and requires compliance with OSHA and EM 385-1-1 safety standards. Proposals must be submitted electronically via the PIEE Solicitation Module by September 22, 2026, and will be awarded based on the lowest price to the government.
General Info
Agency
NAICS
Place of Performance
Caesar Creek Lake 4020 N. Clarksville Rd. Waynesville, OH 45068, Waynesville, OH, 45068, USASet-Aside
Timeline
Response Deadline
Organization & Contact Information
Full Description
PROJECT TITLE: CAESAR CREEK LAKE DIKE GRAVEL OVERLAY
PROJECT LOCATION: CAESAR CREEK LAKE, 4020 N. CLARKSVILLE RD., WAYNESVILLE, OH
CONTRACTOR WILL PROVIDE ALL MATERIALS, EQUIPMENT, PPE AND LABOR TO SPREAD GRAVEL ALONG CAESAR CREEK DIKE A ACCESS ROAD (BASE CONTRACT) AND DIKE B ACCESS ROAD (OPTION 1). THE CONTRACTOR SHALL EVENLY DISTRIBUTE #57 CRUSHED LIMESTONE GRAVEL AT A DEPTH OF AT LEAST 2 INCHES AND NO MORE THAN 3 INCHES. THE GRAVEL MUST BE UNIFORMED AND LEVEL IN APPEARANCE FILLING ALL EXISTING POTHOLES AND DIVOTS. DIKE A IS APPROXIMATELY 50,000 SQUARE FEET AND DIKE B IS APPROXIMATELY 33,000 SQUARE FEET.
DISCLOSURE OF THE MAGNITUDE OF THE CONSTRUCTION PROJECT: BETWEEN $25,000 AND $100,000.
THIS PROCUREMENT IS 100% SET-ASIDE FOR SMALL BUSINESS UNDER NAICS 237310, SIZE STANDARD $45,000,000.00.
IN LIEU OF BOTH PERFORMANCE AND PAYMENT BONDS, PER RFO 52.228-13 ALTERNATIVE PAYMENT PROTECTIONS (2000) AND RFO 28.102-1(B), ONLY A PAYMENT BOND OR IRREVOCABLE LETTER OF CREDIT IS REQUIRED.
Information regarding the U.S. Army Corps of Engineers process for settling requests for equitable adjustments and duration goals to achieve definitization of equitable adjustments for change orders under construction contracts can be found by going to https://www.usace.army.mil/Strategic-Partnerships/Partnering/mod/129895/details/443/ then scrolling down on right hand side of page by clicking on “View FFP Contract Changes Playbook Here”.
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