Description: Mobilization; construction surveying; 590 cy, undercut excavation; grading; 1 acr, supplementary clearing & grubbing; 220 cy, drainage ditch excavation; 590 cy, select granular material; 590 sy, geotextile for soil stabilization; 315 sy, rock plating; 50 ton, foundation conditioning material, minor structures;
StateAgency · NC, US
Adjacent opportunities open for bidding right now.
North Carolina Department of Transportation
State AgencyNC
Posted
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Nov 24, 2026
Mobilization; construction surveying; grading; 1 acr, supplementary clearing & grubbing; 226 cy, undercut excavation; 200 cy, select granular material; 200 sy, geotextile for soil stabilization.
North Carolina Department of Transportation
State AgencyNC
Posted
Oct 21, 2026
Nov 17, 2026
Work includes grading; 10 CY of drainage ditch excavation; 200 sy of geotextile for soil stabilization; 3918 SF of temporary shoring; generic grading item type 1 bridge approach fill, station 39+69. 46 -l- lt; 420 SY of foundation conditioning geotextile; 20 lf of 24" RC pipe culverts, class iii; 1862 ton of aggregate base course; sign erection, type e;remove & reset temporary crash cushion; 170 ea temporary raised pavement markers.
North Carolina Department of Transportation
State AgencyNC
Posted
Oct 21, 2026
Nov 17, 2026
Work includes 286000 cy of unclassified excavation; 151310 SY of removal of existing asphalt pavement; 13650 ton class iv subgrade stabilizatio; 9300 LF of 1'-6" concrete curb & gutter; 27 ea generic traffic control item audible warning devices, 387 LF of2" water line. See attached file.
North Carolina Department of Transportation
State AgencyNC
Posted
Sep 22, 2026
Nov 17, 2026
3 acr supplementary clearing & grubbing; 1 ea sealing abandoned wells; 807,290 cy unclassified excavation; 53,055 cy undercut excavation; 217,300 cy borrow excavation; 16 ea embankment settlement gauges; 8,550 cy drainage ditch excavation; 2,125 lf berm ditch construction; 67,050 sy removal of existing asphalt pavement; 76,460 sy removal of existing concrete pavement; 10,020 sy breaking of existing asphalt pavement; 26,520 sy breaking of existing concrete pavement; 60 hr proof rolling; 2,600 cy select granular material, class iii; 3,350 sy geotextile for soil stabilization; 35,430 sf temporary shoring; 640 sy rock plating.
Decision makers connected to this RFP from North Carolina Department of Transportation.
Solicitation files and supporting documents for this bid.
