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Learn more →Project consist approx 475 LF of 2" HDPE force main; 1 EA of sanitary lift station; 1 EA of hydrant; 475 LF of 8" PVC watermain; 215 LB of watermain fittings; 0.3 acre of turf establishment. 1 LS mobilization; 1 LS traffic control; 1 EA geotechnical boring (25' depth); 2 EA clearing and grubbing; 220 SY remove bituminous pavement; 670 CY common excavation; 210 CY common embankment; 875 SY subgrade preparation; 145 CY aggregate surfacing class 1; 145 CY aggregate base class 5; 1 EA sanitary lift station; 1 EA connect to existing sanitary sewer manhole; 475 LF 2" HDPE forcemain; 1 EA 6" gate valve & box; 1 EA 8" gate valve & box; 2 EA connect to existing watermain; 1 EA hydrant; 5 LF 6" PVC C900 watermain; 475 LF 8" PVC C900 watermain. See attached file.
Posted Date
Nov 20, 2025
Due Date
Dec 16, 2025
Release: Nov 20, 2025
Close: Dec 16, 2025
Project consist approx 475 LF of 2" HDPE force main; 1 EA of sanitary lift station; 1 EA of hydrant; 475 LF of 8" PVC watermain; 215 LB of watermain fittings; 0.3 acre of turf establishment. 1 LS mobilization; 1 LS traffic control; 1 EA geotechnical boring (25' depth); 2 EA clearing and grubbing; 220 SY remove bituminous pavement; 670 CY common excavation; 210 CY common embankment; 875 SY subgrade preparation; 145 CY aggregate surfacing class 1; 145 CY aggregate base class 5; 1 EA sanitary lift station; 1 EA connect to existing sanitary sewer manhole; 475 LF 2" HDPE forcemain; 1 EA 6" gate valve & box; 1 EA 8" gate valve & box; 2 EA connect to existing watermain; 1 EA hydrant; 5 LF 6" PVC C900 watermain; 475 LF 8" PVC C900 watermain. See attached file.
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