Repair Parking Garage

The Department of Veterans Affairs, Veterans Health Administration, VISN 10: VA Healthcare System, John D. Dingell VA Medical Center, has a requirement for Repair Parking Garage Deficiencies Project No. 553-21-105 in Detroit, MI.

Solicitation Summary

The Department of Veterans Affairs, Veterans Health Administration, VISN 10: VA Healthcare System, John D. Dingell VA Medical Center, has a requirement for Repair Parking Garage Deficiencies Project No. 553-21-105 in Detroit, MI.

Solicitation in a Nutshell

Item

Details
Agency Department of Veterans Affairs, Veterans Health Administration, VISN 10: VA Healthcare System, John D. Dingell VA Medical Center
Solicitation Number 36C25025B0004
Status Pre-RFP
Solicitation Date 11/22/2024
Award Date 03/2025 (Estimate)
Contract Ceiling Value $5,000,000
Competition Type  Service Disabled Veteran Owned Small Business
Type of Award Other
Primary Requirement Other Construction Services
Duration 270 day(s) base
Contract Type  Firm Fixed Price
No. of Expected Awards N/A
NAICS Code(s):
236220

Commercial and Institutional Building Construction
Size Standard: $45.0 million annual receipts
Place of Performance:
  • Detroit, Michigan, United States
    • John D. Dingell VA Medical Center
Opportunity Website: https://sam.gov/opp/d21a3d37eaf143799165c69e1773c40b/view

Background

N/A

Requirements

  • The selected construction contractor shall repair extensive damages to the precast concrete structures due to deterioration of the parking structures.
  • Repairs shall include concrete topping slab repair, parking striping, structural deficiencies at the column/girder connections, precast concrete surface, minor masonry repair, and other improvements.
  • Attention to the phasing aspect of this project and maintaining the operation of both garages while limiting the removal of no more than the maximum of 500 parking spaces for both garages at any time during construction.
  • Repairs shall include one or more of the following methods: Encasement or enlargement of the column cross-section (jacketing). Re-alkalization of the reinforcing steel to stop corrosion. Chloride extraction to retard the reinforcing steel corrosion. Confinement using steel plate, carbon, or glass fiber materials. Addition of shear collars to increase the shear capacity of intermediate floors. Addition of a steel plate assembly to increase moment capacity. Supplemental columns. The application of a protection system to prevent future corrosion. Correct exposed re-bar on concrete pavement.
  • Work shall include demolition, acquisition, installation, materials, tools, equipment, controls programming, and supervision required to complete the work and have a functioning system.

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