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Approx 8,900 SY Remove Bituminous Pavement; 4,700 LF Concrete Curb and Gutter; 4,450 CY Excavation – Common (P); 1,900 CY Aggregate Base Class 5; 2,100 TON Type SP 12.5 Wearing Course Mix (3,C); etc.
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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
Project involves the construction of improvements to Griffith Lake Dam located in Kent and Sussex Counties. The improvements include, but are not limited to _Demolition/removal of the existing spillway and the north and south abutment training walls; construction of new pile supported cast-in-place concrete spillway, runout apron, outlet structure and abutment walls; installation of a galvanized steel bar screen trash rack and a multi-leaf self-contained stainless steel weir gate and associated site work.
Posted Date
Nov 10, 2025
Due Date
Jan 21, 2026
Release: Nov 10, 2025
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Project involves the construction of improvements to Griffith Lake Dam located in Kent and Sussex Counties. The improvements include, but are not limited to _Demolition/removal of the existing spillway and the north and south abutment training walls; construction of new pile supported cast-in-place concrete spillway, runout apron, outlet structure and abutment walls; installation of a galvanized steel bar screen trash rack and a multi-leaf self-contained stainless steel weir gate and associated site work.
AvailableClose: Jan 19, 2026
Provide tenant improvements. See outside link.
AvailableUsing existing coffer berms around spillways 4 and 5, as well as the interior of cell 2 as borrow, raise approx. 2,000 LF of the low spots on the west portion of cell 2 to el. 46' where crest heights range from approx. EL. 37' to el. 45' and corresponds with approx. stations 190+00 to 210+00; raising a few bents of the timber cribbing structures associated with the outfall pipe for spillway 4; repairs to straighten spillways 4 and 5 will consist of deconstructing the riser structures, removing the footing, removing the catwalk, re-grading the bump-out to a 3H:1V slope, prepping the subgrade, pouring a 16" footing and reconstructing the riser structure.
Posted Date
Jan 12, 2026
Due Date
Jan 26, 2026
Release: Jan 12, 2026
Close: Jan 26, 2026
Using existing coffer berms around spillways 4 and 5, as well as the interior of cell 2 as borrow, raise approx. 2,000 LF of the low spots on the west portion of cell 2 to el. 46' where crest heights range from approx. EL. 37' to el. 45' and corresponds with approx. stations 190+00 to 210+00; raising a few bents of the timber cribbing structures associated with the outfall pipe for spillway 4; repairs to straighten spillways 4 and 5 will consist of deconstructing the riser structures, removing the footing, removing the catwalk, re-grading the bump-out to a 3H:1V slope, prepping the subgrade, pouring a 16" footing and reconstructing the riser structure.
AvailableProcurement for the removal and replacement of a generator, ATS, two submersible pumps, control panel, and associated conduits, wire, and concrete pad for Sawmill West PS Improvements.
Posted Date
Jan 2, 2026
Due Date
Feb 13, 2026
Release: Jan 2, 2026
Close: Feb 13, 2026
Procurement for the removal and replacement of a generator, ATS, two submersible pumps, control panel, and associated conduits, wire, and concrete pad for Sawmill West PS Improvements.
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