Demolition, site work, paving and new construction of a civil project in Statesville, North Carolina. Completed plans call for site work for a road / highway; for the demolition of a bridge / tunnel; for the construction of a bridge / tunnel; bridge / tunnel; for paving for a bridge / tunnel; road / highway; and water / sewer project.

WBS Element(s): 17BP .12.R. 78 TIP No.: None Federal Aid No.:state Funded County(S): Iredell Replacement of Bridge No. 254 The North Carolina Department of Transportation is requesting bids for grading, drainage, paving, structure and erosion control type work in Iredell County. The Contractor is to furnish labor, material, equipment and traffic control: The availability date for this contract will be September 29, 2025. The completion date for this contract will be March 1, 2027. A Bid Bond is Required. Potential Bidders must be prequalified as Bidder or P.O. Prime Contractor at the time of bid opening in order to be considered responsible. For questions regarding contract bid items or contract provisions please contact Greg Brittain at the Division Office in Shelby at 980-552-4222. NCDOT - Replacing Bridge No. 254 on SR 1512 Bridge approach fills consist of backfilling behind bridge end bents with select material or aggregate to support all or part of bridge approach slabs. Install outlets and grade bridge approach fills to drain water through and away from approach fills. Install geotextiles to allow for possible future slab jacking and separate approach fills from embankment fills, natural ground and pavement sections as required. For bridge approach fills behind end bents with mechanically stabilized earth (MSE) abutment walls, reinforce bridge approach fills with MSE wall reinforcement connected to end bent caps as required. Construct bridge approach fills in accordance with the contract, accepted submittals and bridge approach fill Roadway Standard Drawings. At the contractor's option, the use of an electronic ticketing system for reporting individual and cumulative asphalt material deliveries may be utilized on this project. At the preconstruction conference, the contractor shall notify the Engineer if they intend to utilize an electronic ticketing system for reporting individual and cumulative asphalt material deliveries to the project. Safety Fence shall consist of furnishing materials, installing and maintaining polyethylene or polypropylene fence along the outside riparian buffer, wetland, or water boundary, or other boundaries located within the construction corridor to mark the areas that have been approved to infringe within the buffer, wetland, endangered vegetation, culturally sensitive areas or water. The fence shall be installed prior to any land disturbing activities. Interior boundaries for jurisdictional areas noted above shall be delineated by stakes and highly visible flagging. Jurisdictional boundaries at staging areas, waste sites, or borrow pits, whether considered outside or interior boundaries shall be delineated by stakes and highly visible flagging. Concrete washouts are impermeable enclosures, above or below grade, to contain concrete wastewater and associated concrete mix from cleaning of ready-mix trucks, drums, pumps, tools or other equipment. Concrete washouts must collect and retain all the concrete washout water and solids, so that this material does not migrate to surface waters or into the ground water. These enclosures are not intended for concrete waste not associated with washout operations. Acceptable concrete washouts may include constructed earthen structures, above or below ground, or commercially available devices designed specifically to capture concrete wash water. This work consists of the pickup, removal, and disposal of litter from roadsides within the construction project.