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Work includes approx 13,600 LF of silt filter fabric fence; 340 LF of 12" C900 DR18 PVC CL 150 purple pipe waterline including pipe and fittings; 96 LF of retaining wall; 275 LF of 6" HDPE storm pipe. See attached file.
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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Design & Construction of Chalk Hill Trail Phase 1.
Posted Date
Nov 19, 2025
Due Date
Jan 15, 2026
Release: Nov 19, 2025
Close: Jan 15, 2026
Design & Construction of Chalk Hill Trail Phase 1.
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Design & Construction of Chalk Hill Trail Phase 1.
Posted Date
Nov 19, 2025
Due Date
Jan 15, 2026
Release: Nov 19, 2025
Close: Jan 15, 2026
Design & Construction of Chalk Hill Trail Phase 1.
AvailableWork consist of shingle creek regional trail.
Posted Date
Nov 6, 2025
Due Date
Jan 15, 2026
Release: Nov 6, 2025
Close: Jan 15, 2026
Work consist of shingle creek regional trail.
AvailableWork includes 1 LS securing, construction, and dismantling of a waste stockpile and treatment area; 8 EA ctdot boundary marker (survey monument); 1 LS clearing and grubbing; 600 TN disposal of controlled materials; 570 LF cut bituminous concrete pavement; 245 SF anti-tracking pad; 120 CY granular fill; 4,620 LF sedimentation control system; 50 EA sediment control system at catch basin; 25 CY rock in drainage trench excavation 0' - 10'; 55 TN processed aggregate; 2,010 SY bituminous concrete patching - full depth. See attached file.
Posted Date
Nov 10, 2025
Due Date
Dec 22, 2025
Release: Nov 10, 2025
Close: Dec 22, 2025
Work includes 1 LS securing, construction, and dismantling of a waste stockpile and treatment area; 8 EA ctdot boundary marker (survey monument); 1 LS clearing and grubbing; 600 TN disposal of controlled materials; 570 LF cut bituminous concrete pavement; 245 SF anti-tracking pad; 120 CY granular fill; 4,620 LF sedimentation control system; 50 EA sediment control system at catch basin; 25 CY rock in drainage trench excavation 0' - 10'; 55 TN processed aggregate; 2,010 SY bituminous concrete patching - full depth. See attached file.
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