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Indiana Department of Administration
Quail crossing dam.
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 β target accounts planning budget or ending contracts soon
Accounts with contract expirations, meetings mentioning your product, grants, budget changes and more
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City of Sylvester
Construction of phase II of the Quail Pines Subdivision to include approximately 74,240 SF of asphalt paved streets with roadside ditches. 3,405 LF of 6" water main with valves, fire hydrants and other appurtenances. 3,550 LF if 8" gravity sewer with manholes and service connection. Sewer pump station, 1,518 LF of 4" sewer force main. clearing grubbing and grading of lots and common areas.
Posted Date
Nov 3, 2025
Due Date
Dec 9, 2025
Release: Nov 3, 2025
City of Sylvester
Close: Dec 9, 2025
Construction of phase II of the Quail Pines Subdivision to include approximately 74,240 SF of asphalt paved streets with roadside ditches. 3,405 LF of 6" water main with valves, fire hydrants and other appurtenances. 3,550 LF if 8" gravity sewer with manholes and service connection. Sewer pump station, 1,518 LF of 4" sewer force main. clearing grubbing and grading of lots and common areas.
AvailableNew Orleans Public Belt Railroad
Crossing signal replacement.
Posted Date
Aug 13, 2025
Due Date
Dec 2, 2025
Release: Aug 13, 2025
New Orleans Public Belt Railroad
Close: Dec 2, 2025
Crossing signal replacement.
AvailableSan Francisco Public Utilities Commission (SFPUC)
Re-establish the flow path through the original spillway channel of the Dam spillway and to replace the bridge deck of the Dam Bridge, to extend the service life of the bridge until permanent improvements can be made; excavation and removal of landslide debris from Dam spillway discharge channel side embankment and bank erosion protection to re-establish original discharge channel flow path; replacement of existing damaged 1β to 2β β thick concrete overlay atop the Dam Bridge deck with new composite polyester polymer concrete as well as patch repair crack and voids in the bridge deck, girders and soffit.
Posted Date
Nov 13, 2025
Due Date
Dec 11, 2025
Release: Nov 13, 2025
San Francisco Public Utilities Commission (SFPUC)
Close: Dec 11, 2025
Re-establish the flow path through the original spillway channel of the Dam spillway and to replace the bridge deck of the Dam Bridge, to extend the service life of the bridge until permanent improvements can be made; excavation and removal of landslide debris from Dam spillway discharge channel side embankment and bank erosion protection to re-establish original discharge channel flow path; replacement of existing damaged 1β to 2β β thick concrete overlay atop the Dam Bridge deck with new composite polyester polymer concrete as well as patch repair crack and voids in the bridge deck, girders and soffit.
AvailableNational Operations Center
Major work items include: Dewater reservoir and construction area. Excavate a portion of the existing dam embankment and foundation to remove the existing outlet works pipe and allow construction of the new outlet works. Reconstruct the dam embankment, including. Construct precast concrete outlet works riser for a new outlet works. Construct concrete encased, precast reinforced concrete pipe outlet works conduit. Construct precast concrete low-level outlet works inlet structure and concrete encased PVC pipe conduit. Construct grouted riprap outlet works stilling basin. Excavation, fill, and grading for new auxiliary spillway. Place gravel road surfacing within specified limits on the crest of the dam. Reclaim all disturbed areas including staging areas and temporary roads. Reclamation consists of preparation of soil and seeding.
Posted Date
Jun 5, 2025
Due Date
Jan 7, 2026
Release: Jun 5, 2025
National Operations Center
Close: Jan 7, 2026
Major work items include: Dewater reservoir and construction area. Excavate a portion of the existing dam embankment and foundation to remove the existing outlet works pipe and allow construction of the new outlet works. Reconstruct the dam embankment, including. Construct precast concrete outlet works riser for a new outlet works. Construct concrete encased, precast reinforced concrete pipe outlet works conduit. Construct precast concrete low-level outlet works inlet structure and concrete encased PVC pipe conduit. Construct grouted riprap outlet works stilling basin. Excavation, fill, and grading for new auxiliary spillway. Place gravel road surfacing within specified limits on the crest of the dam. Reclaim all disturbed areas including staging areas and temporary roads. Reclamation consists of preparation of soil and seeding.
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