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Learn more →Contract 1, Elevated Water Storage Tank involves replacing the existing water storage tank that serves the western end of Elkin, the eastern part of Wilkes County, and the Town of Ronda with a 500,000-gallon elevated spheroidal water storage tank and appurtenances.
Posted Date
Nov 25, 2025
Due Date
Jan 15, 2026
Release: Nov 25, 2025
Close: Jan 15, 2026
Contract 1, Elevated Water Storage Tank involves replacing the existing water storage tank that serves the western end of Elkin, the eastern part of Wilkes County, and the Town of Ronda with a 500,000-gallon elevated spheroidal water storage tank and appurtenances.
AvailableContract 2, Water Transmission Main includes the replacement and upsizing of nearby water main supply lines, involving approx 5,000 LF of 12" ductile iron pipe (DIP) water main, 2,850 LF of 10" DIP water main.
Posted Date
Nov 25, 2025
Due Date
Jan 15, 2026
Release: Nov 25, 2025
Close: Jan 15, 2026
Contract 2, Water Transmission Main includes the replacement and upsizing of nearby water main supply lines, involving approx 5,000 LF of 12" ductile iron pipe (DIP) water main, 2,850 LF of 10" DIP water main.
AvailableApron expansion includes, sediment basins for primary erosion control, approx. 58,000 CY of embankment in place, approx. 1,200 LF of storm pipe, approx. 2,300 CY of crushed aggregate base course, and approx. 2,300 TN of asphalt surface course (S9,5B). Partial parallel taxiway includes, sediment basins for primary erosion control, approx. 57,000 CY of embankment in place, approx. 1,500 LF of storm pipe, approx. 2,100 CY of crushed aggregate base course, approx. 2,100 TN of asphalt surface course (S9,5B), and edge lighting / signage for the new partial parallel taxiway system.
Posted Date
Oct 16, 2025
Due Date
Nov 24, 2025
Release: Oct 16, 2025
Close: Nov 24, 2025
Apron expansion includes, sediment basins for primary erosion control, approx. 58,000 CY of embankment in place, approx. 1,200 LF of storm pipe, approx. 2,300 CY of crushed aggregate base course, and approx. 2,300 TN of asphalt surface course (S9,5B). Partial parallel taxiway includes, sediment basins for primary erosion control, approx. 57,000 CY of embankment in place, approx. 1,500 LF of storm pipe, approx. 2,100 CY of crushed aggregate base course, approx. 2,100 TN of asphalt surface course (S9,5B), and edge lighting / signage for the new partial parallel taxiway system.
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