STATEMENT_OF_WORKDESCRIPTION.docx
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- Attached to
- SANTA CRUZ LAKE CANTILEVER SHELTER KITS
- Solicitation number
- 140L4024Q0031
About this file
This document is a Statement of Work (SOW) for the purchase and delivery of 28 cantilevered shelter kits to the Santa Cruz Lake Recreation Site in Chimayo, New Mexico. The SOW outlines the technical requirements for the shelters, including dimensions, materials, performance specifications, and delivery details. The related federal contract opportunity is a Request for Quotation (RFQ) for the Santa Cruz Lake Cantilever Shelter Kits, solicitation number 140L4024Q0031, issued by the Bureau of Land Management (BLM), New Mexico Region. The RFQ is a total small business set-aside under NAICS code 332311, with a size standard of 750 employees. The period of performance is from August 26, 2024, through August 25, 2025. Offers are due by August 2, 2024, and the award will be made to the lowest priced, technically acceptable offer.
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Other files
| File | Type | Posted |
|---|---|---|
| SCL_SHELTER_Location_Map.pdf | ||
| Sol_140L4024Q0031.pdf |
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STATEMENT OF WORK
CANTILEVERED SHELTER KIT PURCHASE
SANTA CRUZ LAKE RECREATION SITE
CHIMAYO, NM
PART 1 – GENERAL
1.1 SCOPE OF WORK
These specifications cover requirements for contractor to supply and deliver 28 cantilevered shelter kits to Santa Cruz Rec Site in Rio Arriba County, New Mexico.
Directions to delivery site:
From Santa Fe: take US 84/285 N to NM 503 in Pojoaque. Turn right onto NM 503 and continue on the scenic 'High Road' towards Chimayo. Pass CR 98 which turns left to Chimayo and continue on NM 503; first you will see the Overlook Campground turnoff on the left, then continue 5.5 miles towards and past Cundiyo to Santa Cruz Lake Rd (CR 98A).
There is no Recreation Area entrance sign at Santa Cruz Lake Rd off NM 503 from the South. From the North: Take NM 76 east from Espanola for 9.7 miles, turn right onto NM 503 and follow 1.4 miles to Santa Cruz Lake Rd (CR 98A); turn right.
Santa Cruz Lake Rd (98A) dead ends at the boat ramp & fishing pier areas; No through road.
1.1.1 (CLIN 00001) – Supply of 28 cantilevered shelter kits
1.2 BASIS OF PAYMENT
Full payment
1.3 DELIVERY HOURS
Delivery shall be coordinated with the Contracting Officer Representative (COR) and occur during regular work hours from 8:00 am – 4:30 pm Monday through Friday excluding federal holidays.
1.4 COMPLETION TIME
Period of Performance is August 26, 2024, through August 25, 2025.
1.5 SAFETY REQUIREMENTS
The contractor is solely responsible for compliance with the Occupational Safety Health Act of 1974 (OSHA) and the protection of their employees.
1.6 COORDINATION OF WORK
The contractor shall coordinate delivery with one of the following project points of contact:
TBD
PART 2 – PRODUCTS
2.1 MATERIALS
The Contractor is responsible for providing all material necessary to accomplish the work described in this Statement of Work. If an item is not specifically listed below, it does not relieve the Contractor from providing the item if it is necessary for successful completion of the project outlined herein. All materials shall be new and undamaged.
2.2 CONTRACTOR FURNISHED MATERIALS
2.2.1 CANTILEVERED SHELTER
A. Description All elements of this prefabricated cantilevered shelter shall be made using steel manufactured in the United States. It shall be designed using calculations and Engineer stamped drawings to meet the minimum performance criteria outlined below.
B. Performance
| Roof Snow Load: | 37 PSF | |
| Ultimate Design Wind Speed: | 130 MPH | |
| Nominal Design Wind Speed: | 100 MPH |
Accessibility: Structure shall meet accessibility requirements.
Design: Structure shall be a cantilevered design to minimize surface area and opportunity for vandalism. Structure will be made entirely of steel for durability and to minimize maintenance needs.
Roof Slope: 2/12 pitch
Dimensions: Structure must be a 14’ x 14’ (eave to eave) free standing bolt together, tubular steel shelter kit. Dimensions may vary +/- 1’ in either direction but structure footprint must be at a minimum 196 SF.
Certifications: Must include Certified New Mexico Engineer seals for footing details.
C. Materials Structural members: Steel tubing shall be made with ASTM A-500 Grade B.
All Other Steel Members: Shall be made with ASTM A-36.
Connection Bolts: All connection bolts must be grade A325.
Roofing Materials: Shall be a minimum of 24 Ga pre-cut multi-rib steel panels with a minimum of 1 ¼” ribs.
Structural Hardware: Must be provided for in-house assembly.
D. Finishes Protective Finish: All steel framework must have TGIC Polyester powder coat to prevent corrosion Options: Offeror shall submit order form for available building styles and color options with bid.
2.3 DELIVERY AND STORAGE
Materials shall be delivered to the site undamaged. Damaged materials shall be replaced at no cost to the government.
PART 3 – EXECUTION
3.1 ACCOMPLISHEMENT OF WORK:
Contractor is solely responsible for supply and delivery of 28 cantilevered shelters to site.
3.2 TESTING
Contractor is responsible for providing proof of material testing.
3.3 WARRANTY
The contractor shall provide a one-year warranty on workmanship and defects in materials.
3.4 REFERENCE MATERIAL: DRAWINGS AND MAPS
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