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Active opportunities open for bidding
Greeneville Water Commission
The Greeneville Water Commission (Tennessee) is soliciting sealed bids for a Streambank & Channel Stabilization project. Bids are due by 2:00 PM EST on January 15, 2026 at 516 North Main Street in Greeneville, with a mandatory pre‑bid meeting on January 7 at 9:00 AM at the same office before proceeding to the site. Detailed specifications and bid forms will be provided at the mandatory pre‑bid meeting.
Posted Date
-
Due Date
Jan 15, 2026
Release: -
Greeneville Water Commission
Close: Jan 15, 2026
The Greeneville Water Commission (Tennessee) is soliciting sealed bids for a Streambank & Channel Stabilization project. Bids are due by 2:00 PM EST on January 15, 2026 at 516 North Main Street in Greeneville, with a mandatory pre‑bid meeting on January 7 at 9:00 AM at the same office before proceeding to the site. Detailed specifications and bid forms will be provided at the mandatory pre‑bid meeting.
AvailableGreeneville Water Commission
Work includes approx 1,140 LF 8" by pipe bursting; 65 VF manhole rehabilitation; 7 EA service lateral connection in sections rehabilitated by pipe bursting; 774 LF 10" CIPP by water or steam. See attached file.
Posted Date
Dec 10, 2024
Due Date
Jan 16, 2025
Release: Dec 10, 2024
Greeneville Water Commission
Close: Jan 16, 2025
Work includes approx 1,140 LF 8" by pipe bursting; 65 VF manhole rehabilitation; 7 EA service lateral connection in sections rehabilitated by pipe bursting; 774 LF 10" CIPP by water or steam. See attached file.
Greeneville Water Commission
Work includes approx 3,203 LF 8" HDPE by pipe bursting; 16 EA service lateral reconnection in sections rehabilitated by pipe bursting; 1,173 LF 8" by CIPP via Water or steam curing; 23 VF manhole rehabilitation by cement-mortar. See attached file.
Posted Date
Dec 10, 2024
Due Date
Jan 16, 2025
Release: Dec 10, 2024
Greeneville Water Commission
Close: Jan 16, 2025
Work includes approx 3,203 LF 8" HDPE by pipe bursting; 16 EA service lateral reconnection in sections rehabilitated by pipe bursting; 1,173 LF 8" by CIPP via Water or steam curing; 23 VF manhole rehabilitation by cement-mortar. See attached file.
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