.svg){kind=small}
Discover opportunities months before the RFP drops
Learn more →Discover opportunities months before the RFP drops
Learn more →Key metrics and characteristics
Government ID for mapping buyers across datasets.
Population size to gauge opportunity scale.
How likely this buyer is to spend on new technology based on operating budget trends.
How likely this buyer is to adopt new AI technologies.
How often this buyer champions startups and early adoption.
Includes fiscal year calendars, procurement complexity scores, and strategic insights.
Active opportunities open for bidding
Town of Scotland Neck
Construction of gym reconstruction.
Posted Date
May 9, 2026
Due Date
Jun 4, 2026
Release: May 9, 2026
Town of Scotland Neck
Close: Jun 4, 2026
Construction of gym reconstruction.
AvailableTown of Scotland Neck
Work includes approx 668 LF of 14" SDR9 HDPE water main by horizontal directional bore; 12,346 LF of 12" water main; 1,900 LF of 8" water main; 6,028 LF of 6" water main; 310 LF of 2" water main; 90 fire hydrant assemblies, 253 water services, replace 972 mechanical water meters with radio-read water meters, and all necessary appurtenances as shown in the bid documents.
Posted Date
Aug 15, 2025
Due Date
Aug 26, 2025
Release: Aug 15, 2025
Town of Scotland Neck
Close: Aug 26, 2025
Work includes approx 668 LF of 14" SDR9 HDPE water main by horizontal directional bore; 12,346 LF of 12" water main; 1,900 LF of 8" water main; 6,028 LF of 6" water main; 310 LF of 2" water main; 90 fire hydrant assemblies, 253 water services, replace 972 mechanical water meters with radio-read water meters, and all necessary appurtenances as shown in the bid documents.
Town of Scotland Neck
Division A consist of influent pump station building improvements. Division B approx 6,383 LF of 8", 10" and 12" vitrified clay gravity sewer with cured in place pipe; 134 VF of exiting manholes. See attached file.
Posted Date
Jan 10, 2025
Due Date
Feb 13, 2025
Release: Jan 10, 2025
Town of Scotland Neck
Close: Feb 13, 2025
Division A consist of influent pump station building improvements. Division B approx 6,383 LF of 8", 10" and 12" vitrified clay gravity sewer with cured in place pipe; 134 VF of exiting manholes. See attached file.
Get alerted before the bid drops, know which RFPs to pursue, and generate compliant drafts with AI.
Keep your public sector contacts fresh and actionable. No more stale data.
Premium
Win more deals with deep buyer insights
Premium
Access the largest public sector contact database
© 2026 Starbridge