Gatehouse Exterior Stair Repair at Townshend Lake, Townshend, Vermont
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The Department of Defense is contracting for the repair of the exterior stairs at the Gatehouse located at Townshend Lake, Vermont. The project involves concrete repairs, crack sealing, and ensuring watertight seals for floor drain piping, with a construction magnitude between $100,000 and $250,000. This procurement is set aside for small business vendors and requires active registration in SAM.gov for consideration.
Scope & Requirements
The work consists of furnishing all labor, materials, and equipment necessary for the repair of the exterior stairs at the Gatehouse, including concrete and crack repairs.
Contract Details
- Contract Typei
- FFP
- Contract Value
- $16K – $154K per task orderIDIQ ceiling: $19MSimilar contracts award $16K – $154K (median $49K, 493 awards)
- NAICS Codes
- Place of Performance
- Townshend, VT, USA
Qualifications & Eligibility
- Set-Aside Category
- Small Business
- NAICS Size Standard
- $19 Million
- Required Registrations
- SAM.gov
Agency & Contact
Contracting Organization
- Agency
- DEPT OF DEFENSE
- Sub-Agency
- US Army Corps of Engineers
- Office
- Engineer Division North Atlantic District New England
Point of Contact
Key Dates
Description
: Furnish all labor, materials, and equipment necessary to complete the following Gatehouse Exterior Stair Repair at Townshend Lake, Townshend, VT in accordance with the following Statement of Work, Specifications and Drawings.
The contractor shall complete concrete, crack, and sealing repairs on the exterior stairs that are located on the West Face of the gatehouse tower.
All repairs shall involve sounding and finding limits of repairs, removal of deteriorated concrete, surface preparation, concrete, crack, and sealer repairs to the stairs.
The contractor shall sound all repair areas to find the extents of the repairs and shall remove the unsound concrete to a minimum depth of three (3) inches, or to the extent of unsound concrete.
The contractor will then repair the unsound concrete area to the original thickness and will match the existing or intended profiles.
The contractor shall repair the cracks using either an epoxy injection or joint sealant.
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