24-071 Derby Hills Forest Subdivision System Repair and Maintenance
Awarded State & local contract opportunity Posted
- Solicitation number
- PE-66098-NONST-2024-000000047
- State
- Georgia
- Responses due
Opportunity facts
- Jurisdiction
- NIGP codes
- 06578 Sewer/Catch Basin Cleaning Body And Equipment
- 21031 Drains, Parts And Accessories
- 21035 Joint Sealing Compound (For Sewer And Drain Pipes)
- 67061 Sewer Pipe Cleaning Machines, Power Driven; And Parts
- 89003 Back Flow Preventers For Water/Sewer Pipe
- 89051 Root Cutting Equipment For Sewer Lines
- 89063 Sewer Analyzing, Monitoring, Probe And Related Equipment
- 89064 Sewer Inspection Equipment
- 89066 Sewer Lift Stations And Parts
- 91187 Storm Drainage
- UNSPSC codes
- 22101908 Cardboard band drain or wick drain
- 40161603 Pipe and tube cleaning machine
- 20111610 Sewer inspection machinery
- 47101533 Lift stations
- 72103305 Drain laying service
- 72141120 Sewer line construction service
- 72141123 Manhole construction service
- 70171800 Drainage services
- 70171803 Flood protection or control services
- 76121603 Sludge disposal
Opportunity details come from ssl.doas.state.ga.us. Updated .
About this opportunity
Paragraph 1:
This state and local contract opportunity is an Invitation to Bid (ITB) issued by the City of Sandy Springs, Georgia for the Derby Hills Forest Subdivision Stormwater System Repair and Maintenance Project in Fulton County. The scope of work includes removing and replacing catch basin tops and throats, removing and replacing rolling curb with curb and gutter, removing and replacing structure inverts, grouting structure walls, and installing cured-in-place pipe (CIPP) across multiple locations on Churchill Downs Road and Old Woodbine Road. The work must be completed within 60 calendar days from the Notice to Proceed. A pre-bid meeting will be held, and questions must be submitted by June 14, 2024. Bids are due on July 5, 2024 at 2:00 PM EST via Zoom. The successful contractor must comply with all federal, state, and local regulations, provide required submittals, manage traffic control and erosion control measures, and restore any disturbed areas.
Paragraph 2:
The ITB does not provide any information on set-aside designations, restrictions on types of organizations that can respond, or any listed incumbent vendors or current contractors. The contract will be awarded to the successful bidder based on the bid schedule and a 10% contingency to be approved by the City. The ITB does not specify an award value or budget range for this project.
Opportunity text
1055 Churchill Downs Road (See Figures 1-2, Pictures 1-3): The work consists of removing (2) existing catch basin tops and grates and replacing with (2) GDOT 1034 catch basin tops and throats modified to match existing road grade, removing approx. 40 LF of existing rolling curb and replacing with approx. 24 LF of 24¿ curb and gutter modified to match existing road grade, removing and repouring (2) structure inverts, grouting all structure walls, and installing approx. 30 LF of 18¿ Cured- in-Place Pipe (CIPP) inside the cross drain pipe. Associated work includes CIPP (see supplemental specification attachment), best management practices for erosion control, traffic control, and restoration of impacted area. 1130 Churchill Downs Road (Figures 3-4, Pictures 4-6): The work consists of removing (2) existing catch basin tops and replacing with (2) GDOT 1034 catch basin tops and throats modified to match existing road grade, removing approx. 36 LF of existing rolling curb and replacing with approx. 20 LF of 24¿ curb and gutter which are modified to match existing road grade, and removing and repouring (1) structure invert. Associated work includes best management practices for erosion control, traffic control, and restoration of impacted area. 1290 Old Woodbine Road (Figure 5-6, Pictures 7-9): The work consists of removing (2) existing catch basin tops and throats and replacing with (2) GDOT 1034 catch basin tops and throats modified to match existing road grade, removal of approx. 40 LF of existing rolling curb and replacing with approx. 24 LF of 24¿ curb and gutter to match existing road grade, removal and replacement of (2) structure inverts, grouting all structures walls, and installing approx. 32 LF of 18¿ CIPP inside the existing cross drain pipe. Associated work includes CIPP (see supplemental specification attachment), best practices for erosion control, traffic control, and restoration of impacted area.
Files
| File | Type | Posted |
|---|---|---|
| ITB 24_071 Derby Hills.pdf | ||
| Special Provisions CIPP Specification.pdf | ||
| Addendum _1 .pdf | ||
| Addendum _2.pdf |
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