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Project consists of constructing concrete approach slabs. Construction activities include but are not limited to dry excavation, bridge deck repair, resetting corrugated beam guardrail, resetting bridge rail, resetting guardrail terminals, placing geotextiles, placing crushed aggregate base course, temporary traffic control, placing class A concrete and constructing reinforced concrete approach slabs.
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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To furnish and deliver prestressed concrete voided slabs.
Posted Date
Dec 19, 2025
Due Date
Jan 5, 2026
Release: Dec 19, 2025
Close: Jan 5, 2026
To furnish and deliver prestressed concrete voided slabs.
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Procurement of services for the 2026 Marion Blvd Bridge Approach & Deck Repair Project, encompassing pavement removal, bridge approach and deck repair, concrete barrier work, and pavement markings.
Posted Date
-
Due Date
Jan 27, 2026
Close: Jan 27, 2026
Procurement of services for the 2026 Marion Blvd Bridge Approach & Deck Repair Project, encompassing pavement removal, bridge approach and deck repair, concrete barrier work, and pavement markings.
AvailableTo construct new concrete slabs at the new Esom hill fire station. he fire bay slab is required to be 8” thick with grid of #4 bars 18” O.C., E.W. and 2” of GAB base, underlain by a 10 MIL polyethylene vapor barrier. The living quarters and breezeway slab is required to be a 4” thick monolithic slab, 6” x 6” 10/10 WWM, with a 6 MIL poly vapor barrier, with grid of #4 bars 16” O.C. in fill area.
Posted Date
Nov 20, 2025
Due Date
Jan 6, 2026
Release: Nov 20, 2025
Close: Jan 6, 2026
To construct new concrete slabs at the new Esom hill fire station. he fire bay slab is required to be 8” thick with grid of #4 bars 18” O.C., E.W. and 2” of GAB base, underlain by a 10 MIL polyethylene vapor barrier. The living quarters and breezeway slab is required to be a 4” thick monolithic slab, 6” x 6” 10/10 WWM, with a 6 MIL poly vapor barrier, with grid of #4 bars 16” O.C. in fill area.
AvailableWork include 616' guardrail, rem; 800 CY excavation, eart; 50 CY subgrade undercutting, type ii; 900' erosion control, silt fence; 1,650 SY aggregate base, 8"; 1,358 SY hma surface, rem; 106' curb and gutter, bridge approach, det 5; 26 EA guardrail reflector; 413 SF sign, type b, temp, prismatic, oper; 1,700 CY excavation, fdn; 793' pile, steel, furn and driven, 14 inch; 165 CY bridge ltg, oper and maintain; 329 CY substructure conc; 584' prest conc bulb-tee beam, furn, 36 inch by 49 inch; 80 SF joint waterproofing; 2,500 SF silane treatment; 200' bridge railing, aesthetic parapet tube, det 2.
Posted Date
Dec 11, 2025
Due Date
Jan 9, 2026
Release: Dec 11, 2025
Close: Jan 9, 2026
Work include 616' guardrail, rem; 800 CY excavation, eart; 50 CY subgrade undercutting, type ii; 900' erosion control, silt fence; 1,650 SY aggregate base, 8"; 1,358 SY hma surface, rem; 106' curb and gutter, bridge approach, det 5; 26 EA guardrail reflector; 413 SF sign, type b, temp, prismatic, oper; 1,700 CY excavation, fdn; 793' pile, steel, furn and driven, 14 inch; 165 CY bridge ltg, oper and maintain; 329 CY substructure conc; 584' prest conc bulb-tee beam, furn, 36 inch by 49 inch; 80 SF joint waterproofing; 2,500 SF silane treatment; 200' bridge railing, aesthetic parapet tube, det 2.
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