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Pain points mentioned in board meetings and strategic plans
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A metal grating catwalk with handrails and ships ladder for valve access in WTP pipe gallery.
Starbridge can help you:
Pain points mentioned in board meetings and strategic plans
Instantly outline and draft all requirements
Bring in your USPs and exploit competitor gaps
Starbridge can help you:
Get ahead of RFPs — target accounts planning budget or ending contracts soon
Accounts with contract expirations, meetings mentioning your product, grants, budget changes and more
Starbridge.ai books 30 - 40% of leads into meetings
No files attached to this RFP.
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Redwood Falls Community Center and School Roof Replacement.
Posted Date
Dec 4, 2025
Due Date
Jan 12, 2026
Release: Dec 4, 2025
Close: Jan 12, 2026
Redwood Falls Community Center and School Roof Replacement.
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Provide WTP mechanical Dewatering. This project involves the addition of an RVP 802 volute press, piping and appurtenances so that a complete mechanical dewatering system is provided.
Posted Date
Nov 28, 2025
Due Date
Dec 17, 2025
Release: Nov 28, 2025
Close: Dec 17, 2025
Provide WTP mechanical Dewatering. This project involves the addition of an RVP 802 volute press, piping and appurtenances so that a complete mechanical dewatering system is provided.
AvailableProvide WTP Deep Injection Well IW-II Surface Facilities.
Posted Date
Dec 9, 2025
Due Date
Jan 13, 2026
Release: Dec 9, 2025
Close: Jan 13, 2026
Provide WTP Deep Injection Well IW-II Surface Facilities.
AvailableProject 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.
AvailableSurface intent from meeting minutes, budgets, and contract expirations. Influence RFP requirements before competitors ever see them.
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