Discover opportunities months before the RFP drops
Learn more →Retrieving RFP details
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
Premium
Access the largest public sector contact database
Premium
Get complete source documentation & analysis
This is a rebid for the Delancey Street Safety Improvements project in the Borough of Manhattan to provide street safety improvements. The solicitation is issued by the NYC Department of Design & Construction (EPIN 85026B0017, Project ID HWM2025) with an estimated value range of $5,000,000–$15,000,000 and MBE/WBE/DBE goals listed as 0%. Interested firms must access the RFx through the NYC PASSPort public portal and the response deadline is 2026-02-04.
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
No files attached to this RFP.
Many agencies add documentation later or require FOIA requests. Starbridge can automatically retrieve these files for you.
Work includes: 240 SY, asphalt macadam pavement, 7" thick; 1676 SY, asphaltic concrete wearing course, 2" thick; 34107 SY, asphaltic concrete wearing course, 3" thick; 8527 CY, concrete base for pavement, 9" thick (high-early strength); 800 CY, concrete in structures, class A-40; 107770 SF, 4" concrete sidewalk (unpigmented); 24250 SF, 7" concrete sidewalk (unpigmented); 116200 lbs, epoxy coated steel reinforcement bars; 318 CY, topsoil; 1360 LF, 12" ductile iron pipe basin connection; 1230 CF, shotcrete for repair work; 12321 CY, unclassified excavation; 24890 LF, temporary chain link fence, 6'-0" high. See outside link.
Posted Date
May 9, 2025
Due Date
Feb 4, 2026
Release: May 9, 2025
Close: Feb 4, 2026
Work includes: 240 SY, asphalt macadam pavement, 7" thick; 1676 SY, asphaltic concrete wearing course, 2" thick; 34107 SY, asphaltic concrete wearing course, 3" thick; 8527 CY, concrete base for pavement, 9" thick (high-early strength); 800 CY, concrete in structures, class A-40; 107770 SF, 4" concrete sidewalk (unpigmented); 24250 SF, 7" concrete sidewalk (unpigmented); 116200 lbs, epoxy coated steel reinforcement bars; 318 CY, topsoil; 1360 LF, 12" ductile iron pipe basin connection; 1230 CF, shotcrete for repair work; 12321 CY, unclassified excavation; 24890 LF, temporary chain link fence, 6'-0" high. See outside link.
AvailableWork includes: 240 SY, asphalt macadam pavement, 7" thick; 1676 SY, asphaltic concrete wearing course, 2" thick; 34107 SY, asphaltic concrete wearing course, 3" thick; 8527 CY, concrete base for pavement, 9" thick (high-early strength); 800 CY, concrete in structures, class A-40; 107770 SF, 4" concrete sidewalk (unpigmented); 24250 SF, 7" concrete sidewalk (unpigmented); 116200 lbs, epoxy coated steel reinforcement bars; 318 CY, topsoil; 1360 LF, 12" ductile iron pipe basin connection; 1230 CF, shotcrete for repair work; 12321 CY, unclassified excavation; 24890 LF, temporary chain link fence, 6'-0" high. See outside link.
Posted Date
Jan 9, 2026
Due Date
Feb 4, 2026
Release: Jan 9, 2026
Close: Feb 4, 2026
Work includes: 240 SY, asphalt macadam pavement, 7" thick; 1676 SY, asphaltic concrete wearing course, 2" thick; 34107 SY, asphaltic concrete wearing course, 3" thick; 8527 CY, concrete base for pavement, 9" thick (high-early strength); 800 CY, concrete in structures, class A-40; 107770 SF, 4" concrete sidewalk (unpigmented); 24250 SF, 7" concrete sidewalk (unpigmented); 116200 lbs, epoxy coated steel reinforcement bars; 318 CY, topsoil; 1360 LF, 12" ductile iron pipe basin connection; 1230 CF, shotcrete for repair work; 12321 CY, unclassified excavation; 24890 LF, temporary chain link fence, 6'-0" high. See outside link.
This RFP is for Barwick Street Improvements.
Posted Date
-
Due Date
Jan 22, 2026
Release: -
Close: Jan 22, 2026
This RFP is for Barwick Street Improvements.
AvailableProcurement of contractor services for structural, mechanical, electrical, and communication upgrades, including installation of steel grab bars, ladders, hatch doors, guardrails, safety railings, waterproofing, HVAC, emergency exit lighting, power provisions, and fire alarm modifications at the Second Avenue Subway 96th, 86th, 72nd, and 63rd Street Stations in Manhattan.
Posted Date
Dec 26, 2025
Due Date
Feb 17, 2026
Release: Dec 26, 2025
Close: Feb 17, 2026
Procurement of contractor services for structural, mechanical, electrical, and communication upgrades, including installation of steel grab bars, ladders, hatch doors, guardrails, safety railings, waterproofing, HVAC, emergency exit lighting, power provisions, and fire alarm modifications at the Second Avenue Subway 96th, 86th, 72nd, and 63rd Street Stations in Manhattan.
Surface intent from meeting minutes, budgets, and contract expirations. Influence RFP requirements before competitors ever see them.
See your top 10 upcoming opportunities on a demo →Premium
Access the largest public sector contact database
Premium
Get complete source documentation & analysis