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

Sunday Road / Confluence / Elliot Cutoff Road: Approximately 11,183 L.f. Of 8-inch Waterline, 17,141 L.f. Of 6-inch Waterline, 2,058 L.f. Of 2-inch Waterline, 296 L.f. 8" Ball and Socket D.i.p Waterline, 302 L.f. Of 6" D.i.p. Ball and Socket Waterline, Valves, Hydrants, Air Release and Valves, 55 Tandem Meter Settings With Individual Pressure Regulators and Meters, Service Lines, and All Appurtenances. Additive Alternate No. 1 (Stringtown Road Connector): Approximately 3,339 L.f. Of 8-inch Waterline, 170 L.f. 8" Ball and Socket D.i.p Waterline, Valves, Hydrants, and Air Release Valves to Connect Existing Lines on Stringtown Road. Additive Alternate No. 2 (Clifty Connector): Approximately 3,780 L.f. Of 8-inch Waterline, 132 L.f. 8" Ball and Socket D.i.p Waterline, Valves, Hydrants, and Air Release Valves to Connect Existing Lines on Miller Ridge Road Near Clifty. A Five Percent (5%) Bid Bond or Certified Cashier's Check Must Accompany All Bids. Each Bidder Must Submit With His Bid, Security in the Amount, Form, and Subject to the Conditions Provided for in the Information for Bidders. The Owner Reserves the Right to Reject Any and All Bids if It Appears in Its Best Interest to Do So. All Bidders Must Hold a Current West Virginia Contractor's License on the Date of Bid Opening. No Bidder May Withdraw Their Bid for a Period of Ninety (90) Days After the Time of the Opening of the Bids. The New Haven Public Service District May Waive Any Informalities or Minor Defects or Reject Any and All Bids. Cane Branch, Ramsey/Hawver, South Miller Ridge/Arrowwood/Dotson Ridge/Dodson Ridge including Additive Alternate No. 1 Whispering Pines and Lower Dotson Ridge as Deductive Alternate No. 1. Cane Branch will consist of approximately 12,215 L.F. of six-inch waterline, 820 L.F. of two-inch waterline, 96 L.F. of six-inch DIP Ball and Socket waterline, valves, hydrants, air release valves, 17 tandem meter settings with individual pressure regulators and meters, service lines, one pressure reducing station, and all appurtenances. Ramsey/Hawver will consist of approximately 14,610 L.F. of eight-inch waterline, 390 L.F. of eight-inch Ball & Socket D.I.P., 94 L.F. of eight-inch Highway Crossing, 220 L.F. of two-inch waterline, valves, hydrants, air release valves, 23 tandem meter settings with individual pressure regulators and meters, service lines, and all appurtenances. South Miller Ridge / Arrowwood / Dotson Ridge, including Lower Dotson Ridge will consist of approximately 14,160 L.F. of eight-inch waterline, 1,117 L. F. of eight-inch Ball & Socket DIP, 850 L.F. of six-inch waterline, 760 L.F. of six-inch Ball & Socket DIP, 560 L.F. of two-inch waterline, 422 L.F. of eightinch US Route 19 Controlled Access Highway Crossing, 154 L.F. eight-inch Highway Crossing, valves, hydrants, air release valves, 25 tandem meter settings with individual pressure regulators and meters, service lines, and all appurtenances. Additive Alternate No. 1 - (Whispering Pines) will consist of approximately 5,608 L.F. of six-inch waterline, 73 L.F. of six-inch Ball & Socket DIP, 205 L.F. of two-inch waterline, valves, hydrants, air release valves, 6 tandem meter settings with individual pressure regulators and meters, service lines, and all appurtenances. Deductive Alternate No. 1 - (Lower Dotson Ridge) will consist of 8,360 L.F. two-inch waterline, valves, hydrants, air release valves, 2 tandem meter settings with individual pressure regulators and meters, service lines, and all appurtenances. Question Deadline 10/08/2024 Bidder shall submit all questions about the meaning or intent of the Bidding Documents to Engineer in writing Questions received less than ten days prior to the date for opening of Bids may not be answered