Site work and paving for an educational facility in Indian Trail, North Carolina. Completed plans call for site work for a educational facility.

Union County Public Schools seeks quotes/informal bids for the Porter Ridge Middle School Paving project. The Scope of Work is referenced as attached Exhibit 1. Bids must be received by 2:00 PM, local time on Thursday, May 14, 2026, and submitted to facilitiesbids@ucps.k12.nc.us. Bidders are responsible for familiarizing themselves with all aspects of the project. Communication during the bid process must be directed to the Procurement Lead. All questions must be submitted in writing by 1:00 PM, Friday, May 8, 2026, including the specified subject line reference. Answers will be provided via addendum on designated websites. The contract award process includes prompt signature of the contract form attached as Exhibit 2. UCPS reserves the right to award in the most advantageous manner, including single, multiple, or no awards. Requirements include HUB participation and documentation for good faith efforts, insurance, performance/payment bond, and compliance with E-Verify and Iran Divestment Act. No contract execution or work commencement may occur until all documentation is approved. Question Deadline 05/08/2026 at 1:00 PM ET UCPS seeks to contract the repair and refurbishment of the asphalt lot and driveway located at the below listed location to a professional contractor that is experienced in commercial projects of this type and size. The project areas have been identified on site maps provided below. Porter Ridge Middle School 2827 Ridge Rd, Indian Trail, NC 28079 General: a. Contractor is accountable to provide a turnkey project(s) to UCPS. b. Contractor shall be responsible for furnishing all materials, equipment, labor, and supervision as necessary to complete the project. c. Contractor shall appoint a designated Project Coordinator to the project. S/he will remain the primary point of contact to UCPS representatives for the duration of the project. If a change in contact is necessary, it shall be provided in an effective and timely manner to ensure no disruption to the project. d. Contractor shall have a minimum of five (5) years of successfully completing projects of this type and size. e. Contractor shall safeguard the project area(s) to ensure the safety and security of UCPS property. Contractor shall safeguard non-identified surfaces to ensure quality workmanship. f. Contractor shall identify and seek approval from UCPS prior to any award to a subcontracted service. g. Contractor shall ensure his/her employees follow established UCBOE policy such as but not limited to the Jessica Lunsford Act, Tobacco Free Policy, etc. New Parking Lot: a. Standard Lot: Parking area will be designed for common traffic with a minimum of 6-inch ABC stone base, compacted to 95% minimum density, 3-inch Type I 19.0 B and a minimum of 2-inch RS 9.5C asphalt mix. b. Heavy Duty Vehicle Lot: Parking areas designed for larger vehicle traffic (buses, delivery trucks, waste/recycling trucks, etc.) will contain a minimum of 8-inch ABC stone base, compact to 95% minimum density, 3-inch of Type I 19.0 B and a minimum of 2-inch RS B asphalt mix Resurface: a. Areas will be milled at all curbs, ramps, and all other joints to a depth of 2 inches. b. Areas will be resurfaced with a minimum of 2 inches of Type RS 9.5C Asphalt Mix c. Areas that contain damaged sub-base resulting in issues such as but not limited to potholes, alligator cracks, pavement depression, rutting, pavement slippage cracks and/or corrugation are to be repaired by undercutting the sub-base and reinstalling, as needed, to obtain 95% minimum density. d. Patches/Repairs: UCPS will attempt to identify areas requiring repair. However, it is the responsibility of the contractor to provide appropriate repairs necessary to meet the minimum expectations of reconstruction. Reconstruction a. Removal of pavement overlay and subgrade layer until suitable soil is identified. b. Standard Lot: 6-inch ABC stone base, compacted to 95% minimum density, 3-inch Type I 19.0 B and a minimum of 2- inch RS 9.5C asphalt mix. c. Heavy Duty Vehicle Lot: 8-inch of ABC stone base, 3-inch Type I 19.0 B asphalt, and 2-inch Type RS 9.5C asphalt mix. Service Drives a. Service drives, Heavy Duty Lot, will have a minimum of 8-inch ABC stone base, compacted to 95% minimum density, 3-inch Type I 19.0 B, and a minimum of 2-inch Type RS 9.5C asphalt mix. Drainage: a. All connections from existing surfaces to newly surfaced areas shall be smooth and formed to provide positive drainage based on the surfacing type. b. UCPS will not accept completion of a resurfacing project where water ponding is observed or created by the contractor within the course and scope of the project. Curb Opening Inlets: a. All curb opening inlets shall be provided with the appropriate adaptation to the curb. Striping/Restriping: a. Areas shall match new or existing layout and include parking stalls, ADA parking stalls, access aisles/routes, directional markings, traffic lanes, stop bars, concrete stops, fire lanes, and and/all other existing entrance, drive or parking lot markings. b. Painting over and/or block out painting of existing pavement markings is not permitted. c. Materials: Sherwin Williams Hotline Fast Dry Latex Traffic Marking Paint TM2152 White TTP-1952D, TM2153 LF Yellow TTP-1952D, and TM2133 Blue.