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Approximate quantities are as follows: Excavation Common 23,615 CY; Excavation Marsh 1,280 CY; Base Aggregate Dense 40,490 Ton; Breaker Run 13,155 Ton; Pulverize and Relay 14,420 SY; HMA Pavement 11,870 Ton; Culvert Pipes 1,790 LF; Storm Sewer 150 LF; Concrete Curb & Gutter 2,790 LF; Salvaged Topsoil 43,700 SY; Pavement Markings 38,210 LF. The project is expected to be awarded February 19, 2026. The project is expected to be substantially completed by September 11, 2026 and shall be fully completed by September 25, 2026. Construction time is of the essence.
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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Work consists of approx. the reconstruction of CTH V from IH 43 to CTH R. Project includes grading, curb and gutter, HMA pavement, pavement marking, base aggregate, and all other items necessary to construct the project.
Posted Date
Jan 26, 2026
Due Date
Mar 2, 2026
Release: Jan 26, 2026
Close: Mar 2, 2026
Work consists of approx. the reconstruction of CTH V from IH 43 to CTH R. Project includes grading, curb and gutter, HMA pavement, pavement marking, base aggregate, and all other items necessary to construct the project.
AvailableWork include 330 SY removing asphaltic surface; 513 SY removing asphaltic surface butt joints; 140,017 SY removing asphaltic surface milling; 1,835 CY excavation; 39,775 LF asphaltic rumble strips, shoulder; 170 CY concrete masonry bridges; 136 SY protective surface treatment; 1,330 LF piling steel hp 12" x 53 lb; 137 CY riprap heavy; 162 LF pipe underdrain wrapped 6"; 225 LF mgs guardrail 3; 157 LF mgs thrie beam transition; 1,407 SY erosion mat class i type b; 71,015 LF temporary marking line paint 6"; 126 LF construction staking curb gutter and curb & gutter.
Posted Date
Jan 6, 2026
Due Date
Feb 10, 2026
Release: Jan 6, 2026
Close: Feb 10, 2026
Work include 330 SY removing asphaltic surface; 513 SY removing asphaltic surface butt joints; 140,017 SY removing asphaltic surface milling; 1,835 CY excavation; 39,775 LF asphaltic rumble strips, shoulder; 170 CY concrete masonry bridges; 136 SY protective surface treatment; 1,330 LF piling steel hp 12" x 53 lb; 137 CY riprap heavy; 162 LF pipe underdrain wrapped 6"; 225 LF mgs guardrail 3; 157 LF mgs thrie beam transition; 1,407 SY erosion mat class i type b; 71,015 LF temporary marking line paint 6"; 126 LF construction staking curb gutter and curb & gutter.
Work include 161 LF removing guardrail; 734 CY excavation common; 35 SY concrete pavement 6"; 135 SY concrete pavement approach slab; 257 CY concrete masonry bridges; 421 SY protective surface treatment; 324 LF prestressed girder type i 36w-inch; 247 LF railing tubular type m; 240 LF pre-boring rock or consolidated materials; 280 LF piling steel hp 10" x 42 lb; 210 CY riprap heavy; 220 LF pipe underdrain wrapped 6"; 157 LF mgs thrie beam transition; 750 SY salvaged topsoil; 685 SY mulching; 1,576 LF marking line paint 4"; 60 LF sawing asphalt.
Posted Date
Jan 6, 2026
Due Date
Feb 10, 2026
Release: Jan 6, 2026
Close: Feb 10, 2026
Work include 161 LF removing guardrail; 734 CY excavation common; 35 SY concrete pavement 6"; 135 SY concrete pavement approach slab; 257 CY concrete masonry bridges; 421 SY protective surface treatment; 324 LF prestressed girder type i 36w-inch; 247 LF railing tubular type m; 240 LF pre-boring rock or consolidated materials; 280 LF piling steel hp 10" x 42 lb; 210 CY riprap heavy; 220 LF pipe underdrain wrapped 6"; 157 LF mgs thrie beam transition; 750 SY salvaged topsoil; 685 SY mulching; 1,576 LF marking line paint 4"; 60 LF sawing asphalt.
Work includes 37 CY abandoning sewer; 25,305 CY excavation common; 1,230 TN base aggregate dense 3"; 21,120 SY concrete pavement 8"; 80 GAL tack coat; 250 TN HMA pavement 3 mt 58-28 s; 90 SF concrete surface repair; 14,285 LF concrete curb & gutter, 31"; 4,480 SF concrete sidewalk 7"; 150 SF curb ramp detectable warning field natural patina; 650 SY concrete driveway 7"; 40 LF storm sewer pipe reinforced concrete class iii 15"; 20 EA reconstructing manholes; 1 EA manholes 4-LF diameter; 8 EA adjusting manhole covers; 88 LF pipe underdrain unperforated 6"; 21,320 SY topsoil; 199. 50 SF signs type ii reflective f; 4,620 LF marking line epoxy 6".
Posted Date
-
Due Date
Feb 4, 2026
Close: Feb 4, 2026
Work includes 37 CY abandoning sewer; 25,305 CY excavation common; 1,230 TN base aggregate dense 3"; 21,120 SY concrete pavement 8"; 80 GAL tack coat; 250 TN HMA pavement 3 mt 58-28 s; 90 SF concrete surface repair; 14,285 LF concrete curb & gutter, 31"; 4,480 SF concrete sidewalk 7"; 150 SF curb ramp detectable warning field natural patina; 650 SY concrete driveway 7"; 40 LF storm sewer pipe reinforced concrete class iii 15"; 20 EA reconstructing manholes; 1 EA manholes 4-LF diameter; 8 EA adjusting manhole covers; 88 LF pipe underdrain unperforated 6"; 21,320 SY topsoil; 199. 50 SF signs type ii reflective f; 4,620 LF marking line epoxy 6".
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