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Pain points mentioned in board meetings and strategic plans
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Accounts with contract expirations, meetings mentioning your product, grants, budget changes and more
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Village of Holmen
Work includes 1 LS of traffic control; 216 LF of 8-12" PVC sewer main; 7,463 LF of 10" C900 PVC force main; 5 EA of manhole structure; 1 LS of new lift station B- 55ft deep wet well, valve vault, and appurtenance; 115 LF of water main; 2,838 TN of aggregate base course; 87 TN of asphalt; 166 LF of storm sewer/ culvert.
Pain points mentioned in board meetings and strategic plans
Instantly outline and draft all requirements
Bring in your USPs and exploit competitor gaps
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.
Many agencies add documentation later or require FOIA requests. Starbridge can automatically retrieve these files for you.
City of Greeley
DESIGN/BUILD: interceptor, lift station, and force main.
Posted Date
Nov 10, 2025
Due Date
Dec 11, 2025
Release: Nov 10, 2025
City of Greeley
Close: Dec 11, 2025
DESIGN/BUILD: interceptor, lift station, and force main.
AvailableVerified names, emails & phone numbers
AI-predicted best buyers in the org
Auto-sync to Salesforce & HubSpot
Access the largest public sector contact database
See which competitors are likely to bid
Line-item pricing breakdowns
Contract expiration map of your TAM
Get complete source documentation & analysis
City of Lake Jackson
Work includes New 9.25 MGD lift station; 18” ID circular wet well with Canopy Covering and Trolley Hoist; 3 submersible pumps with VFDs; New CMU Electrical Building; New Generator Site Improvements, Grading, and Paving; Installation of 24” HDPE (DR-17) force main by open-cut and trenchless methods; Furnish and Install thirteen (13) 2” combination air release/ vacuum valves; Furnish and Install four (4) 24” direct bury plug valves; Furnish and Install 6" Force Main Lateral including 6" Plug Valve, 2" CAV, 6" MJ End Cap, Couplings, Fittings Tees, Concrete Structure, and Backfill Material; Furnish and Install 2" Force Main Lateral including 2" Plug Valve, 2" CTS Compression End Cap, Couplings, Fittings, Tees, Concrete Structure, and Backfill Material; Furnish and Install 3" Force Main Lateral including 3" Plug Valve, 3" MJ End Cap, Couplings, Fittings, Tees, Concrete Structure, and Backfill Material; Including but not limited to, clearing and grubbing, hydromulch and seeding, dewatering, hydrostatic testing, and pavement replacement; Demolition of existing lift station.;
Posted Date
Nov 23, 2025
Due Date
Jan 21, 2026
Release: Nov 23, 2025
City of Lake Jackson
Close: Jan 21, 2026
Work includes New 9.25 MGD lift station; 18” ID circular wet well with Canopy Covering and Trolley Hoist; 3 submersible pumps with VFDs; New CMU Electrical Building; New Generator Site Improvements, Grading, and Paving; Installation of 24” HDPE (DR-17) force main by open-cut and trenchless methods; Furnish and Install thirteen (13) 2” combination air release/ vacuum valves; Furnish and Install four (4) 24” direct bury plug valves; Furnish and Install 6" Force Main Lateral including 6" Plug Valve, 2" CAV, 6" MJ End Cap, Couplings, Fittings Tees, Concrete Structure, and Backfill Material; Furnish and Install 2" Force Main Lateral including 2" Plug Valve, 2" CTS Compression End Cap, Couplings, Fittings, Tees, Concrete Structure, and Backfill Material; Furnish and Install 3" Force Main Lateral including 3" Plug Valve, 3" MJ End Cap, Couplings, Fittings, Tees, Concrete Structure, and Backfill Material; Including but not limited to, clearing and grubbing, hydromulch and seeding, dewatering, hydrostatic testing, and pavement replacement; Demolition of existing lift station.;
AvailableClark County Water Reclamation District (CCWRD)
The Clark County Water Reclamation District is soliciting bids for the Laughlin Lift Station No. 2 Force Main Rehabilitation project. The scope includes installing dual 16-inch HDPE force mains, a new flow meter vault, a surge tank, polymer concrete manholes, and rehabilitating approximately 4,800 linear feet of 21-inch gravity sewer via CIPP. The project has an estimated cost of $17.3M to $20.2M, requires mandatory site visits, and bidders must provide required bonds.
Posted Date
Oct 21, 2025
Due Date
Dec 11, 2025
Release: Oct 21, 2025
Clark County Water Reclamation District (CCWRD)
Close: Dec 11, 2025
The Clark County Water Reclamation District is soliciting bids for the Laughlin Lift Station No. 2 Force Main Rehabilitation project. The scope includes installing dual 16-inch HDPE force mains, a new flow meter vault, a surge tank, polymer concrete manholes, and rehabilitating approximately 4,800 linear feet of 21-inch gravity sewer via CIPP. The project has an estimated cost of $17.3M to $20.2M, requires mandatory site visits, and bidders must provide required bonds.
AvailableClark County Water Reclamation District (CCWRD)
Installation of dual 16" HDPE force mains totaling 22,600 LF of pipe; installation of new flow meter vault for the new force main; installation of new surge tank, approx. 500 LF of 60” steel casing with dual 16" carrier pipe; installation of new 60”, 72”, and 84” polymer concrete manholes and gravity sewer; rehabilitation of approx. 4,800 LF of 21" gravity sewer by cured-in-place pipe (CIPP); removal of existing diversion structure and replacement with new diversion structure and new bypass screening structure; and removal of approx. 11,300 LF of existing force main.
Posted Date
-
Due Date
Dec 11, 2025
Clark County Water Reclamation District (CCWRD)
Close: Dec 11, 2025
Installation of dual 16" HDPE force mains totaling 22,600 LF of pipe; installation of new flow meter vault for the new force main; installation of new surge tank, approx. 500 LF of 60” steel casing with dual 16" carrier pipe; installation of new 60”, 72”, and 84” polymer concrete manholes and gravity sewer; rehabilitation of approx. 4,800 LF of 21" gravity sewer by cured-in-place pipe (CIPP); removal of existing diversion structure and replacement with new diversion structure and new bypass screening structure; and removal of approx. 11,300 LF of existing force main.
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