Parking Lot Repair and Drainage System Installation
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The Department of Defense is procuring parking lot repair services for the Defense Supply Center Richmond (DSCR). Key requirements include a 4-inch open-graded drainage layer, compaction, and a separation layer.
Scope & Requirements
The scope of work includes repairing the parking lot at DSCR B41, involving the installation of a 4-inch open-graded drainage layer, compaction, and a separation layer.
Deliverables
- 4-inch open-graded drainage layer
- Compaction of drainage layer
- Separation layer installation
- Protection of completed drainage layer
Evaluation Criteria
- Technical Acceptability
- Past Performance
- Price
Contract Details
- Contract Type
- firm-fixed price
- Contract Vehicle
- request for quote (RFQ)
- Awarded Amount
- $32K – $465K per task orderIDIQ ceiling: $45MSimilar contracts award $32K – $465K (median $129K, 8,020 awards)
- Period of Performance
- 60 days from the issuance of the contract award
- NAICS Codes
- Place of Performance
- Richmond, VA, USA
Qualifications & Eligibility
- Set-Aside Category
- Total Small Business Set-Aside
- NAICS Size Standard
- $45M
- Past Performance
- Past performance will be considered a part of Technical Acceptability, and the Contracting Officer will pull contractor data from CPARS and SPRS.
- Required Registrations
- SAM.gov
Agency & Contact
Contracting Organization
- Agency
- DEPT OF DEFENSE
- Sub-Agency
- Defense Logistics Agency
- Office
- DCSO Richmond
Point of Contact
Key Dates
Description
RFI's: 1. Material Specification The required material for the 4" open-graded drainage layer should be a hard, durable, crushed aggregate that meets the gradation for a Rapid Draining Material (RDM) or Open Graded Material (OGM) as specified in UFC 3-250-01, Chapter 20. The material must provide sufficient stability for construction equipment and have a minimum permeability of 1,000 ft/day. 2. Compaction
Requirements This layer must be compacted. Per UFC 3-250-01, Appendix B, compaction of drainage layers is achieved with a specified effort, in this case, six passes of a 10-ton vibratory roller, rather than a final density percentage. This ensures the aggregate is stable without crushing it, which would reduce its permeability. 3. Additional Installation
Requirements Based on UFC 3-250-01, the following additional
requirements apply: Separation Layer: A granular separation layer (minimum 50 CBR) or an approved geotextile fabric must be placed directly beneath the drainage layer to prevent contamination from the subgrade. Placement: The aggregate should be placed to ensure uniform thickness and prevent segregation. It should be placed on the prepared VDOT 21A subbase to a compacted thickness of 4 inches. Protection: The completed drainage layer must be protected from contamination and disturbance. The subsequent pavement layer should be placed as soon as possible. --------------------------------------- Update
30 March 2026: Typos identified. The CORRECT timing for this RFQ is:
Questions
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