SOW-SPECS_HRF-Concrete Slabs.pdf
PDF 221 KB Posted
- Attached to
- S&E FEMA Standard, Concrete Slabs Federal contract opportunity
- Solicitation number
- W911YP25QA006
About this file
This Statement of Work (SOW) details concrete slab requirements for the Utah Army National Guard's 97th Troop Command Region 8 Homeland Response Force (HRF) Collective Training Event (CTE) in Fiscal Year 2025. The solicitation requires the production and delivery of 70 total concrete slabs to the Utah Search and Rescue (USAR) training site at Camp Williams: 20 slabs measuring 54x54x8 inches (approximately 2,004 lbs each) and 50 slabs measuring 48x48x4 inches (approximately 792 lbs each). Each slab must have specific rebar configurations, compressive strength of 3,500 psi, and crown foot threaded inserts, with precise placement requirements.
The procurement is structured as a local area total small business set-aside under NAICS code 238120, limited to small businesses within hundreds of miles of Camp Williams. The solicitation (W911YP25QA006) requires vendors to be registered in SAM.gov, with quotes due by 1000 AM MT on 07 MAY 2025. The contract will be a Firm-Fixed Price (FFP) type, evaluated using lowest price technically acceptable (LPTA) criteria. Delivery is expected within 60 days after order, with slabs to be delivered and unloaded directly at the USAR site, where a representative will meet and escort the delivery along 12 miles of improved dirt roads.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Digram-SPECS_HRF-Concrete Slabs.pdf | ||
| NIST SP 800-171 Quick Entry Guide_PIEE-SPRS.pdf | ||
| SF 1449_W911YP25QA006_HFR-Concrete Slabs.pdf |
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Text version
STATEMENT OF WORK
UT Army National Guard
97th Troop Command Region 8-HRF FY 25 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 FY25.
3. Location/Delivery Date
USAR site(40.410508, -112.086712) Camp Williams, 17800 South Redwood Road, Bluffdale, UT 84065 on or prior to 19 JUNE 2025. A representative from the HRF will meet and escort the delivery the 12 miles on improved dirt roads out to the USAR site.
4. Work Requirements
a. Twenty (20) 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. Fifty (50) 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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