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Construct approx., 163 sta. Cold milling; class 1, 8200 tons asphaltic concrete type SPR & SLX, and other such work,
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
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Districtwide paving improvements.
Posted Date
Nov 20, 2025
Due Date
Dec 17, 2025
Release: Nov 20, 2025
Close: Dec 17, 2025
Districtwide paving improvements.
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Release: Nov 27, 2025
Close: Dec 22, 2025
Citywide Drainage & Paving
AvailableProvide 2026 phase ii capital improvements.
Posted Date
Nov 26, 2025
Due Date
Dec 23, 2025
Release: Nov 26, 2025
Close: Dec 23, 2025
Provide 2026 phase ii capital improvements.
AvailableSeeking qualified asphalt paving companies, acting singularly or in consortium, for road paving projects in the town. All existing pavements will be reclaimed to a minimum depth of eight inches (8") followed by regrading of the roadbed to attain a crown of two and a half percent (2. 5%) or a quarter inch (0. 25") per foot. Prior to beginning reclaiming, excess shoulder materials will be removed where at, or higher than, existing pavements to accommodate grading work and the addition of loam upon completion of paving. Roadbeds will then be watered and compacted to ninety-five percent (95%) compaction, which the town may opt to test prior to paving. All shoulders should then again be cleaned of excess material to allow for placement of four inches (4") of screened loam. See outside link.
Posted Date
Dec 5, 2025
Due Date
Jan 9, 2026
Release: Dec 5, 2025
Close: Jan 9, 2026
Seeking qualified asphalt paving companies, acting singularly or in consortium, for road paving projects in the town. All existing pavements will be reclaimed to a minimum depth of eight inches (8") followed by regrading of the roadbed to attain a crown of two and a half percent (2. 5%) or a quarter inch (0. 25") per foot. Prior to beginning reclaiming, excess shoulder materials will be removed where at, or higher than, existing pavements to accommodate grading work and the addition of loam upon completion of paving. Roadbeds will then be watered and compacted to ninety-five percent (95%) compaction, which the town may opt to test prior to paving. All shoulders should then again be cleaned of excess material to allow for placement of four inches (4") of screened loam. See outside link.
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