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Texas Department of Transportation
Work includes 310 SY of remov conc (driveways); 4,675 SY of rmv (2"-6") trt/untrt base & asph pav; 222 CY of excav (roadway); 53,738 SY of compost manuf topsoil (4"); 535 SY of block sodding; 53,203 SY of drill seed (perm_rural_clay); 46,420 SY of cement trt (exist matl & new base)(6"); 10,665 GAL of asph (crs-2p); 8,957 GAL of asph (ac-15p, ac-20-5tr or ac-20xp); 30,113 SY of plane asph conc pav(5"); etc, see outside link.
Pain points mentioned in board meetings and strategic plans
Instantly outline and draft all requirements
Bring in your USPs and exploit competitor gaps
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
No files attached to this RFP.
Many agencies add documentation later or require FOIA requests. Starbridge can automatically retrieve these files for you.
Dallas Fort Worth International Airport Police Department
The Work of this Contract comprises of providing rehabilitation to existing sanitary sewer inverted siphon junction boxes and reconstruction of the access road and low water crossing to the south junction box structure. Elements of construction include but are not limited interior coating of the inverted siphon junction box structures, junction box lid and access cover reconstruction, reconstruction of the south access road and concrete low water crossing, and providing temporary bypass or diversion of sanitary sewer flows during structure rehabilitation in order to maintain positive flows at full capacity throughout construction.
Posted Date
Oct 20, 2025
Due Date
Dec 10, 2025
Release: Oct 20, 2025
Dallas Fort Worth International Airport Police Department
Close: Dec 10, 2025
The Work of this Contract comprises of providing rehabilitation to existing sanitary sewer inverted siphon junction boxes and reconstruction of the access road and low water crossing to the south junction box structure. Elements of construction include but are not limited interior coating of the inverted siphon junction box structures, junction box lid and access cover reconstruction, reconstruction of the south access road and concrete low water crossing, and providing temporary bypass or diversion of sanitary sewer flows during structure rehabilitation in order to maintain positive flows at full capacity throughout construction.
Verified names, emails & phone numbers
AI-predicted best buyers in the org
Auto-sync to Salesforce & HubSpot
Access the largest public sector contact database
See which competitors are likely to bid
Line-item pricing breakdowns
Contract expiration map of your TAM
Get complete source documentation & analysis
Taylorville Municipal Airport
Rehabilitate hangar roof.
Posted Date
Nov 19, 2025
Due Date
Dec 9, 2025
Release: Nov 19, 2025
Taylorville Municipal Airport
Close: Dec 9, 2025
Rehabilitate hangar roof.
AvailableNevada Department of Transportation
The work consist of approx 4,629 LF clean culvert pipe; 20,078 SY removal of concrete pavement; 195,923 LF grinding for pavement markings; 125,114 CY roadway excavation; 26,216 SY seeding. MJN
Posted Date
Oct 15, 2025
Due Date
Dec 11, 2025
Release: Oct 15, 2025
Nevada Department of Transportation
Close: Dec 11, 2025
The work consist of approx 4,629 LF clean culvert pipe; 20,078 SY removal of concrete pavement; 195,923 LF grinding for pavement markings; 125,114 CY roadway excavation; 26,216 SY seeding. MJN
AvailableNevada Department of Transportation
The work consist of approx 4,629 LF clean culvert pipe; 20,078 SY removal of concrete pavement; 195,923 LF grinding for pavement markings; 125,114 CY roadway excavation; 26,216 SY seeding. MJN
Posted Date
Oct 15, 2025
Due Date
Dec 11, 2025
Release: Oct 15, 2025
Nevada Department of Transportation
Close: Dec 11, 2025
The work consist of approx 4,629 LF clean culvert pipe; 20,078 SY removal of concrete pavement; 195,923 LF grinding for pavement markings; 125,114 CY roadway excavation; 26,216 SY seeding. MJN
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