.svg){kind=small}
Discover opportunities months before the RFP drops
Learn more →Discover opportunities months before the RFP drops
Learn more →Key metrics and characteristics
The city where this buyer is located.
Postal code for this buyer's location.
How likely this buyer is to spend on new technology based on operating budget trends.
How likely this buyer is to adopt new AI technologies.
How often this buyer champions startups and early adoption.
Includes fiscal year calendars, procurement complexity scores, and strategic insights.
Active opportunities open for bidding
Avard Regional Rail Park Authority
Waterline improvements - line A: 1,054.00 Tons super pave Type S4 asphalt; 2,108 Tons super pave Type S3 asphalt; 1,412 Gal. tack coat; 2,353 Gal. prime coat; 2,212 CY of 8" thick aggregate base type A; 159 SY of 6" thick gravel surface; 1 LS erosion/sediment control measures; 2,370 CY unclassified excavation; 1,690 CY embankment; 213 CY P.C. concrete material & placement (w rebar); 642 LF of 8" integral concrete barrier curb; 295 CY of 8" thick aggregate base type A; 886 Tons super pave type S4 asphalt; 1,772 Tons super pave type S3 asphalt; 1,186 Gal. tack coat; 1,976 Gal. prime coat; 1,893 CY of 8" thick aggregate base; 1 Ea. standard manholes - 5-10' deep; 4 Ea. standard manholes - 10-15 LF deep; 1,390.00 LF of 12" sewer main - PVC SDR 26; 2.00 Ea. 12" interconnection to manhole; 2,416 LF of 12" water main - PVC C900 DR18; 224 LF of 12" water main - PE SDR 11; 6 Ea. of 12" gate valve and box; 4 Ea. PVC to PE transitions; 2 Ea. 12" x 12" x 12" tee; 6.00 Ea. 12" x 45° bend; 2.00 Ea. 12" x 22.5° Bend; 1 Ea. 2" air/vacuum Release Valve; 6.00 Ea. fire hydrant assembly; 1 Ea. of 12" interconnection; 326 LF of 15" diameter HP storm pipe; 8 Ea. 15" drainage pipe end section; 6,900 SY solid slab sodding; 1 LS hydrostatic pressure testing and disinfection.
Posted Date
Jun 12, 2026
Due Date
Jul 14, 2026
Release: Jun 12, 2026
Avard Regional Rail Park Authority
Close: Jul 14, 2026
Waterline improvements - line A: 1,054.00 Tons super pave Type S4 asphalt; 2,108 Tons super pave Type S3 asphalt; 1,412 Gal. tack coat; 2,353 Gal. prime coat; 2,212 CY of 8" thick aggregate base type A; 159 SY of 6" thick gravel surface; 1 LS erosion/sediment control measures; 2,370 CY unclassified excavation; 1,690 CY embankment; 213 CY P.C. concrete material & placement (w rebar); 642 LF of 8" integral concrete barrier curb; 295 CY of 8" thick aggregate base type A; 886 Tons super pave type S4 asphalt; 1,772 Tons super pave type S3 asphalt; 1,186 Gal. tack coat; 1,976 Gal. prime coat; 1,893 CY of 8" thick aggregate base; 1 Ea. standard manholes - 5-10' deep; 4 Ea. standard manholes - 10-15 LF deep; 1,390.00 LF of 12" sewer main - PVC SDR 26; 2.00 Ea. 12" interconnection to manhole; 2,416 LF of 12" water main - PVC C900 DR18; 224 LF of 12" water main - PE SDR 11; 6 Ea. of 12" gate valve and box; 4 Ea. PVC to PE transitions; 2 Ea. 12" x 12" x 12" tee; 6.00 Ea. 12" x 45° bend; 2.00 Ea. 12" x 22.5° Bend; 1 Ea. 2" air/vacuum Release Valve; 6.00 Ea. fire hydrant assembly; 1 Ea. of 12" interconnection; 326 LF of 15" diameter HP storm pipe; 8 Ea. 15" drainage pipe end section; 6,900 SY solid slab sodding; 1 LS hydrostatic pressure testing and disinfection.
AvailableAvard Regional Rail Park Authority
Waterline Upgrade From Wellfield to Ground Storage Tank. Waterline Improvements - Line A: 4,530.00 LF Proposed 16" PVC C900 SDR 18 Water Main; 64.00 LF Proposed 12" PVC C900 SDR 18 Water Main; 110.00 LF Directional Bore & Install 16" PE DR11 Waterline; 4.00 EA 16" x 12" Tee; 5.00 EA 12" x 12" Tee; 9.00 EA 16" Butterfly Valve and Box; 4.00 EA 12" Gate Valve and Box; 2.00 EA 16" x 45° Bend; 2.00 EA 16" x 22.5° Bend; 1.00 EA 16" x 12" Reducer; 5.00 EA 12" Interconnection; 3.00 EA 2" Air Release/Vacuum Valve; 2.00 EA PVC to PE Transition; 20.00 LF Remove and Replace Fence; 1.00 LS Hydrostatic Pressure Test and Disinfection; 1.00 LS Mobilization; 1.00 LS Erosion Control. Waterline Improvements - Line B: 21,460.00 LF Proposed 16" PVC C900 SDR 18 Water Main; 34.00 LF Proposed 12" PVC C900 SDR 18 Water Main; 900.00 LF Directional Bore & Install 16" PE DR11 Waterline; 185.00 LF Bore and Install 24" Steel Casing; 170.00 LF Slick Bore; 1.00 EA 24" x 16" Tapping Sleeve and Box; 2.00 EA 16" x 16" Tee; 2.00 EA 16" x 12" Tee; 5.00 EA 12" x 12" Tee; 12.00 EA 16" Butterfly Valve and Box; 15.00 EA 12" Gate Valve and Box; 1.00 EA 16" x 90° Bend; 5.00 EA 12" x 90° Bend; 4.00 EA 16" x 12" Reducer; 6.00 EA. 12" Interconnection; 2.00 EA. 12" Cut & Plug; 12.00 EA 2" Air Release/Vacuum Valve; 4.00 EA 2" Blow Off Assembly; 12.00 EA PVC to PE Transition; 54.00 SY Remove and Replace Gravel Driveway; 1.00 LS Hydrostatic Pressure Test and Disinfection; 1.00 LS Mobilization; 1.00 LS Erosion Control; 1.00 LS Construction Signage and Traffic Control. 1.00 LS SCADA Improvements.
Posted Date
Mar 6, 2026
Due Date
Mar 27, 2026
Release: Mar 6, 2026
Avard Regional Rail Park Authority
Close: Mar 27, 2026
Waterline Upgrade From Wellfield to Ground Storage Tank. Waterline Improvements - Line A: 4,530.00 LF Proposed 16" PVC C900 SDR 18 Water Main; 64.00 LF Proposed 12" PVC C900 SDR 18 Water Main; 110.00 LF Directional Bore & Install 16" PE DR11 Waterline; 4.00 EA 16" x 12" Tee; 5.00 EA 12" x 12" Tee; 9.00 EA 16" Butterfly Valve and Box; 4.00 EA 12" Gate Valve and Box; 2.00 EA 16" x 45° Bend; 2.00 EA 16" x 22.5° Bend; 1.00 EA 16" x 12" Reducer; 5.00 EA 12" Interconnection; 3.00 EA 2" Air Release/Vacuum Valve; 2.00 EA PVC to PE Transition; 20.00 LF Remove and Replace Fence; 1.00 LS Hydrostatic Pressure Test and Disinfection; 1.00 LS Mobilization; 1.00 LS Erosion Control. Waterline Improvements - Line B: 21,460.00 LF Proposed 16" PVC C900 SDR 18 Water Main; 34.00 LF Proposed 12" PVC C900 SDR 18 Water Main; 900.00 LF Directional Bore & Install 16" PE DR11 Waterline; 185.00 LF Bore and Install 24" Steel Casing; 170.00 LF Slick Bore; 1.00 EA 24" x 16" Tapping Sleeve and Box; 2.00 EA 16" x 16" Tee; 2.00 EA 16" x 12" Tee; 5.00 EA 12" x 12" Tee; 12.00 EA 16" Butterfly Valve and Box; 15.00 EA 12" Gate Valve and Box; 1.00 EA 16" x 90° Bend; 5.00 EA 12" x 90° Bend; 4.00 EA 16" x 12" Reducer; 6.00 EA. 12" Interconnection; 2.00 EA. 12" Cut & Plug; 12.00 EA 2" Air Release/Vacuum Valve; 4.00 EA 2" Blow Off Assembly; 12.00 EA PVC to PE Transition; 54.00 SY Remove and Replace Gravel Driveway; 1.00 LS Hydrostatic Pressure Test and Disinfection; 1.00 LS Mobilization; 1.00 LS Erosion Control; 1.00 LS Construction Signage and Traffic Control. 1.00 LS SCADA Improvements.
Get alerted before the bid drops, know which RFPs to pursue, and generate compliant drafts with AI.
Keep your public sector contacts fresh and actionable. No more stale data.
Premium
Win more deals with deep buyer insights
Premium
Access the largest public sector contact database
© 2026 Starbridge