25-019 Rush Chapel Road NE Repaving Project

Floyd County Board of Commissioners is soliciting sealed bids for the 25-019 Rush Chapel Road NE Repaving Project, a road infrastructure improvement initiative located in Georgia. The project specifically involves repaving 2.67 miles of Rush Chapel Road NE, which is 19 feet wide, extending from Calhoun Road to State Route 140, using a Rubber Modified Asphalt mix. Bidders are required to submit pricing on a per-ton basis for asphalt, with an estimated 2,455 tons needed, and provide separate pricing for traffic control and mobilization. The bid submission deadline is May 1, 2025, at 2:00 PM local time, with work expected to be completed within 90 days of receiving a purchase order. Contractors must submit a 5% Bid Bond with their proposal and provide Performance and Payment Bonds for 100% of the project amount upon award. Key qualifications include compliance with the Georgia Security and Immigration Compliance Act, participation in the E-Verify program, and submission of various certifications including non-discrimination and non-collusion statements.

There are no specific set-aside designations or restrictions for disadvantaged enterprises mentioned in the documentation. Floyd County will handle preparatory work including surface treatment, patching, shoulder reconstruction, re-grassing, signage, and pavement markings, while the contractor is responsible for providing materials, labor, and equipment for the asphalt overlay. The project anticipates a potential start in June 2025, with county Board of Commissioners review scheduled for May 13 and May 27, 2025. Payment terms are Net 30, with the county exempt from local, state, and federal taxes. While a specific project budget is not explicitly stated, the documentation indicates an estimated material requirement of 2,455 tons of asphalt, which suggests a substantial infrastructure investment. Bidders must use 9.5mm Tp 2 (F-MIX) asphalt overlay with SmartMIX additive or an approved alternative, applied at a depth of 1 inch or 165 LB/SY, using Group 1 Limestone aggregates.