Site work for a water / sewer project in Stuart, Virginia. Completed plans call for site work for a water / sewer project.

All work shall be performed in compliance with the applicable parts of the VDOT Road and Bridge Specifications, 2020 or latest edition, including but not limited to: Section 302 - Drainage Structures, Section 232 - Pipe and Pipe Arches, Section 249 - Flowable Backfill, Section 217 - Hydraulic Cement Concrete, Section 218 - Hydraulic Cement Mortar and Grout, Section 303 - Earthwork, Section 512 - Maintaining Traffic, Section 107.16 - Environmental Stipulations. The Contractor's equipment shall meet Occupational Safety & Health Administration (OSHA) and Virginia Occupational Safety & Health (VOSH) standards. Additionally, the Contractor shall remain in compliance with all OSHA and VOSH personnel, equipment, and safety regulations. All work shall be performed in compliance with the Virginia Department of Environmental procedures and any revisions issued during the term of the contract. Project Location: Rte. 733 Patrick County GPS: 36.560759N -80.55363008W Contractor shall abandon existing 30" CMP with flowable fill, Jack and Bore (Method A). Contractor shall replace with 42" smooth wall steel pipe with a length of 70'. New pipe shall be countersunk 6" below the natural bed of the stream. Contractor shall install 10' x 10' A1 Rip Rap protection on inlet and 10' x 20' A1 Rip Rap outlet end of pipe placed for stabilization. Administrative Services/Procurement Salem District/Martinsville Residency Pipe Rehabilitation and Replacement IFB# 158273 4 Contractor's bid price shall include all materials, inlet and outlet, end shoulder backfill and repair of slope erosion, pipe evacuation, seeding/fertilizer, protective covering, check dam, dewatering basin, siltation control excavation and temporary silt fence, traffic control, disposal costs, experienced operators, labor, equipment (to include mobilization and demobilization) and all other incidentals necessary to complete project. Method A - Jacked Pipe Installation: The Contractor shall select and use pipe having a design strength and wall thickness sufficient to withstand the jacking operation and maximum height of fill to be encountered along the length of the pipe. Construction shall be performed in such a manner that the pavement surface above the pipeline does not have more than 1/2 inch of settlement when measured with a 10-foot straightedge. The hole shall be bored mechanically with a suitable boring assembly designed to produce a smooth, straight shaft and operated so that the completed shaft will be at established line and grade. The bore holes shall be mechanically produced. The boring shall be accomplished by using either a pilot hole or a dry bore method. The Contractor shall Any questions regarding this invitation for bid shall be addressed to Shonda Fowler at Shonda.fowler@VDOT.virginia.gov. The issuing office shall determine whether any addendum should be issued as a result of any questions or other matters raised. Provide questions no later than 5:00 PM on June 16, 2023.