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Work includes 1,975 ton hot-mix asphalt binder course, IL-19. 0, N70; 1,755 ton hot-mix asphalt surface course, IL-9.5, mix "d", N70; 200 SY portland cement concrete driveway pavement, 6 "; 5 SY class D patches, type I, 10"; 5 SY class D patches, type II, 10 "; 1,855 LF combination concrete curb and gutter, type B-6. 12; 9,555 LF thermoplastic pavement marking - line 4"; 25 LF thermoplastic pavement marking - line 24"; 255 LF thermoplastic pavement marking - line 12".
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 includes 5,018 ton polymerized hot-mix asphalt binder course, IL-4. 75, N50; 7,275 SF portland cement concrete sidewalk 5"; 91,231 SY hot-mix asphalt surface removal, 3"; 550 sy class d patches, type I, 9"; 1,640 SY class D patches, type IV, 9"; 47,216' thermoplastic pavement marking - line 4"; 934' thermoplastic pavement marking - line 24"; 934' grooving for recessed pavement marking 25"; 3,740' grooving for recessed pavement marking 13"; 1,400' detector loop replacement; 2 EA. Manholes to be reconstructed.
Posted Date
-
Due Date
Jan 16, 2026
Close: Jan 16, 2026
Work includes 5,018 ton polymerized hot-mix asphalt binder course, IL-4. 75, N50; 7,275 SF portland cement concrete sidewalk 5"; 91,231 SY hot-mix asphalt surface removal, 3"; 550 sy class d patches, type I, 9"; 1,640 SY class D patches, type IV, 9"; 47,216' thermoplastic pavement marking - line 4"; 934' thermoplastic pavement marking - line 24"; 934' grooving for recessed pavement marking 25"; 3,740' grooving for recessed pavement marking 13"; 1,400' detector loop replacement; 2 EA. Manholes to be reconstructed.
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Work includes 338 SY bridge deck scarification 3/4"; 338 SY bridge deck microsilica concrete overlay 2 1/2"; 65 SY approach slab repair (partial depth); 37 SY portland cement concrete surface removal 1 1/2"; 15' concrete curb repair; 75 SF structural repair of concrete (depth equal to or less than 5"); 5.5 CF polymer concrete; 84,896' modified urethane pavement marking - line 5"; 323 SY bridge deck grooving; 340 SY protective coat; 181 SY hot-mix asphalt base course widening, 9"; 634 SY preparation of base; 33,872' longitudinal joint sealant.
Posted Date
-
Due Date
Jan 16, 2026
Close: Jan 16, 2026
Work includes 338 SY bridge deck scarification 3/4"; 338 SY bridge deck microsilica concrete overlay 2 1/2"; 65 SY approach slab repair (partial depth); 37 SY portland cement concrete surface removal 1 1/2"; 15' concrete curb repair; 75 SF structural repair of concrete (depth equal to or less than 5"); 5.5 CF polymer concrete; 84,896' modified urethane pavement marking - line 5"; 323 SY bridge deck grooving; 340 SY protective coat; 181 SY hot-mix asphalt base course widening, 9"; 634 SY preparation of base; 33,872' longitudinal joint sealant.
AvailableWork includes 985 SY hot-mix asphalt surface removal - butt joint; 6,452 ton hot-mix asphalt binder course, IL-9. 5FG, N70; 8,385 ton hot-mix asphalt binder course, IL-9. 5FG, N70; 2 SY protective coat; 104,420 SY hot-mix asphalt surface removal, 1 1/2"; 46,140 SY hot-mix asphalt surface removal, 2 1/2"; 8,591 SY hot-mix asphalt shoulders, 8"; 4' combination concrete curb and gutter, type B-6. 12; 59,415' shoulder rumble strips, 8"; 71,208' temporary pavement marking - line 4"- paint; 216' temporary pavement marking - line 24"- paint; 25 SF portland cement concrete sidewalk 4" (special); 7,467' center line - rumble strip - 8".
Posted Date
-
Due Date
Jan 16, 2026
Close: Jan 16, 2026
Work includes 985 SY hot-mix asphalt surface removal - butt joint; 6,452 ton hot-mix asphalt binder course, IL-9. 5FG, N70; 8,385 ton hot-mix asphalt binder course, IL-9. 5FG, N70; 2 SY protective coat; 104,420 SY hot-mix asphalt surface removal, 1 1/2"; 46,140 SY hot-mix asphalt surface removal, 2 1/2"; 8,591 SY hot-mix asphalt shoulders, 8"; 4' combination concrete curb and gutter, type B-6. 12; 59,415' shoulder rumble strips, 8"; 71,208' temporary pavement marking - line 4"- paint; 216' temporary pavement marking - line 24"- paint; 25 SF portland cement concrete sidewalk 4" (special); 7,467' center line - rumble strip - 8".
AvailableWork includes 4 SY portland cement concrete driveway pavement, 8 inch; 6,687 SF portland cement concrete sidewalk 5"; 4 SY class c patches, type I, 7"; 21 SY class C patches, type II, 7"; 23 SY class C patches, type III, 7"; 154 SY class C patches, type IV, 7"; 66' storm sewers, class b, type 1 12"; 7' storm sewers, class b, type 1 16"; 10' storm sewers, class B, type 1 24"; 10' storm sewers, class B, type 1 36"; 3 EA. Connection to existing drainage structure; 125' trench drain; 785' combination concrete curb and gutter, type B (special).
Posted Date
-
Due Date
Jan 16, 2026
Close: Jan 16, 2026
Work includes 4 SY portland cement concrete driveway pavement, 8 inch; 6,687 SF portland cement concrete sidewalk 5"; 4 SY class c patches, type I, 7"; 21 SY class C patches, type II, 7"; 23 SY class C patches, type III, 7"; 154 SY class C patches, type IV, 7"; 66' storm sewers, class b, type 1 12"; 7' storm sewers, class b, type 1 16"; 10' storm sewers, class B, type 1 24"; 10' storm sewers, class B, type 1 36"; 3 EA. Connection to existing drainage structure; 125' trench drain; 785' combination concrete curb and gutter, type B (special).
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