SOW-HRF-Concrete Slabs.pdf
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- Attached to
- S&E FEMA Standard Concrete Slabs
- Solicitation number
- W911YP24R0005
About this file
This combined synopsis and solicitation from the Utah Army National Guard seeks quotes for concrete slabs to support search and extraction training. The solicitation requires twenty-four 54-inch concrete slabs that are 8 inches thick and forty 48-inch slabs that are 4 inches thick, each with embedded rebar and threaded inserts. Quotes are due by March 1, 2024 and award will be made on a lowest-price, technically acceptable basis to a small business. The concrete slabs must be delivered by April 18, 2024 to Camp Williams in Bluffdale, Utah. This is a total small business set-aside issued under NAICS code 238120 with an estimated value under $19 million.
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Other files
| File | Type | Posted |
|---|---|---|
| QA Update_15FEB2024_Concrete Slabs.pdf | ||
| QA_31JAN2024_Concrete Slabs.pdf | ||
| Appendix 1-Concrete Slabs UT-SE Blueprint_HRF.pdf |
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Text version
STATEMENT OF WORK
UT Army National Guard
97th Troop Command Region 8-HRF FY 24 CTE Construction Support Materials
1. Introduction/Background
The UTAH (UT) HRF Homeland Response Force (HRF) is tasked to develop and support regional training and exercise activities aimed at enhancing domestic contingency readiness. UT Region 8 HRF ensures these functions are integrated and complementary where appropriate. Construction materials support “rubble pile” operations that include, concrete pad cutting, blocking, bracing, and other supporting materials to provide the Search and Extraction element.
2. Scope of Work
To build, deliver, and unload specified Concrete Slabs for the HRF to execute their required Collective Training Event (CTE) training requirements throughout FY24.
3. Location/Delivery Date
USAR training site Camp Williams, 17800 South Redwood Road, Bluffdale, UT 84065 on or prior to 18 April 2024. A representative from the HRF will meet and escort the delivery to the USAR site.
4. Work Requirements
a. Twenty-four (24) concrete slabs measuring 54 inches long by 54 inches wide by 8 inches thick.
Each slab will be approximately 2004 lbs. and have a compressive strength of 3500 psi. The rebar in each slab of concrete will be 3/8” #3 rebar. One rebar will be at center with another rebar 12” on either side. The same pattern will follow perpendicularly. Parallel place two crown foot threaded ½” inserts in the top of the slab, near the rebars on the left and right and toward center. Parallel place one crown foot threaded ½” insert in the bottom center. All crown foot threaded inserts need to be centered between the 4” thick concrete side.
b. Forty (40) concrete slabs measuring 48 inches long by 48 inches wide by 4 inches thick. Each slab will be approximately 792 lbs. and have a compressive strength of 3500 psi. The rebar in each slab of concrete will be 3/8” #3 rebar. One rebar will be at center with another rebar 13.5” on either side. The same pattern will follow perpendicularly. Parallel place two crown foot threaded ½” inserts in the top of the slab, near the rebars on the left and right, toward center. Parallel place two crown foot threaded ½” inserts in the bottom of the slab, near the rebars on the left and right, toward center. All crown foot threaded inserts need to be centered between the 4” thick concrete side.
c. The contractor will deliver and unload all concrete slabs to the USAR training site on Camp
Williams.
| 1. Introduction/Background |
| 2. Scope of Work |
| 3. Location/Delivery Date |
| 4. Work Requirements |
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