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RFP for an Indefinite Delivery/Indefinite Quantity (ID/IQ) contract for shoulder reconstruction on primary and secondary routes in Ashe, Avery, and Watauga Counties, North Carolina.
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
Mobilization; 22. 7 smi shoulder reconstruction; 3,178. 51 ton aggregate shoulder borrow; 142,302 sy milling asphalt pavement, depth (1-1/2"); 17,078 sy incidental milling; 12,830 ton asphalt conc surface course, type s9. 5b; 14,369 ton asphalt conc surface course, type s9. 5c; 1,720 ton asphalt binder for plant mix; 805 ton patching existing pavement; 2 ea adjustment of manholes; 2,271 sf work zone advance/general warning signing. See attached file for full scope.
Posted Date
Jan 20, 2026
Due Date
Feb 17, 2026
Release: Jan 20, 2026
Close: Feb 17, 2026
Mobilization; 22. 7 smi shoulder reconstruction; 3,178. 51 ton aggregate shoulder borrow; 142,302 sy milling asphalt pavement, depth (1-1/2"); 17,078 sy incidental milling; 12,830 ton asphalt conc surface course, type s9. 5b; 14,369 ton asphalt conc surface course, type s9. 5c; 1,720 ton asphalt binder for plant mix; 805 ton patching existing pavement; 2 ea adjustment of manholes; 2,271 sf work zone advance/general warning signing. See attached file for full scope.
AvailableWork consist of id/iq equipment and hauling.
Posted Date
Jan 20, 2026
Due Date
Feb 10, 2026
Release: Jan 20, 2026
Close: Feb 10, 2026
Work consist of id/iq equipment and hauling.
AvailableThe North Carolina Department of Transportation (Division of Highways) is soliciting bids for an on-call (ID/IQ) guardrail and cable rail installation & maintenance contract covering Brunswick, Duplin, New Hanover, Onslow, Pender, and Sampson counties; the contractor must furnish labor, equipment, and traffic control and be prequalified with NCDOT prior to bidding. Bidding opens 2026-01-16 and closes 2026-02-05, with an availability date for work of March 20, 2026 and a completion date of March 19, 2027; general contractor licensing and other standard NCDOT prequalification requirements apply. This is an Invitation for Bid (construction ID/IQ contract), not a grant, and the opportunity is shown as open (advertised and closing 2026-02-05) as of 2026-01-17.
Posted Date
Jan 16, 2026
Due Date
Feb 5, 2026
Release: Jan 16, 2026
Close: Feb 5, 2026
The North Carolina Department of Transportation (Division of Highways) is soliciting bids for an on-call (ID/IQ) guardrail and cable rail installation & maintenance contract covering Brunswick, Duplin, New Hanover, Onslow, Pender, and Sampson counties; the contractor must furnish labor, equipment, and traffic control and be prequalified with NCDOT prior to bidding. Bidding opens 2026-01-16 and closes 2026-02-05, with an availability date for work of March 20, 2026 and a completion date of March 19, 2027; general contractor licensing and other standard NCDOT prequalification requirements apply. This is an Invitation for Bid (construction ID/IQ contract), not a grant, and the opportunity is shown as open (advertised and closing 2026-02-05) as of 2026-01-17.
AvailableLump sum ls mobilization; 13,993 sy geotextile for subgrade stabilization; 6,301 ton aggregate base course; 872 ton incidental stone base; 34. 75 smi shoulder reconstruction; 3,215 ton aggregate shoulder borrow; 1,713 gal prime coat; 13,524 sy milling asphalt pavement, depth (9-1/2"); 2,539 sy incidental milling; 16,674 ton asphalt conc surface course, type s9. 5b; 1,125 ton asphalt binder for plant mix; 842 ton patching existing pavement; 2 ea adjustment of manholes. See attached file for full scope.
Posted Date
Jan 20, 2026
Due Date
Feb 17, 2026
Release: Jan 20, 2026
Close: Feb 17, 2026
Lump sum ls mobilization; 13,993 sy geotextile for subgrade stabilization; 6,301 ton aggregate base course; 872 ton incidental stone base; 34. 75 smi shoulder reconstruction; 3,215 ton aggregate shoulder borrow; 1,713 gal prime coat; 13,524 sy milling asphalt pavement, depth (9-1/2"); 2,539 sy incidental milling; 16,674 ton asphalt conc surface course, type s9. 5b; 1,125 ton asphalt binder for plant mix; 842 ton patching existing pavement; 2 ea adjustment of manholes. See attached file for full scope.
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