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Active opportunities open for bidding
Powder House Pass Community Improvement District
This project includes approx. 3,960.8 SY of asphalt pavement full depth reclamation; 563.9 TON of asphalt concrete pavement, type E1 (bottom lift); 451.2 TON of asphalt concrete pavement, type E2 (top lift); 388 TON of aggregate base course; 385 LF of erosion control wattles, 12" Dia; 169.9 SY of sawcut/remove concrete driveway; 146 CY of excavation and embankment; 169.9 SY of reinforced concrete driveway, 6"; see outside links for more details.
Posted Date
Apr 30, 2025
Due Date
Dec 18, 2025
Release: Apr 30, 2025
Powder House Pass Community Improvement District
Close: Dec 18, 2025
This project includes approx. 3,960.8 SY of asphalt pavement full depth reclamation; 563.9 TON of asphalt concrete pavement, type E1 (bottom lift); 451.2 TON of asphalt concrete pavement, type E2 (top lift); 388 TON of aggregate base course; 385 LF of erosion control wattles, 12" Dia; 169.9 SY of sawcut/remove concrete driveway; 146 CY of excavation and embankment; 169.9 SY of reinforced concrete driveway, 6"; see outside links for more details.
Powder House Pass Community Improvement District
The project generally consists of the following primary components: demolition of existing lift station, installation of new sewer lift station via open cut and sewer piping, remove and dispose of existing 8" sewer pipe, 1 EA of abandon existing valve vault in place, 1 EA of connect to existing manhole, 40 LF of furnish & install 8" PVC SS, 24 LF of furnish & install 4" PVC SS, furnish & install lift station wet well, valve vault, and appurtenances, and associated work as shown on the plans.
Posted Date
Sep 17, 2024
Due Date
Sep 27, 2024
Release: Sep 17, 2024
Powder House Pass Community Improvement District
Close: Sep 27, 2024
The project generally consists of the following primary components: demolition of existing lift station, installation of new sewer lift station via open cut and sewer piping, remove and dispose of existing 8" sewer pipe, 1 EA of abandon existing valve vault in place, 1 EA of connect to existing manhole, 40 LF of furnish & install 8" PVC SS, 24 LF of furnish & install 4" PVC SS, furnish & install lift station wet well, valve vault, and appurtenances, and associated work as shown on the plans.
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