a06_SFO_Datil_Well_CG_Picnic_Shelter_Specifications_0001.docx
DOCX document 29 KB Posted
- Attached to
- 2026 Steel Pavilions
- Solicitation number
- 140L1726Q0036
About this file
This is a Request for Quotation (RFQ) for pre-fabricated steel pavilions issued by the Department of the Interior Bureau of Land Management Colorado Region. The solicitation number is 140L1726Q0036, and it is designated as a 100% Indian Small Business Economic Enterprise Set-Aside for NAICS 332311 (Prefabricated Metal Building and Component Manufacturing) with a size standard of 750 employees. The requirement includes 24 10x10 square metal shelters in the base solicitation, with Amendment 0001 adding one 20x20 foot steel pavilion and four 16x16 foot pavilions. The contract will be firm-fixed-price and awarded under FAR Part 12 commercial procedures. Quotations must be submitted to scott_voigt@ios.doi.gov and must remain valid for a minimum of 120 days. Questions must be submitted by 11 August 2026 at 0800 MT, with responses provided via RFQ amendment to all vendors.
Offerors are required to submit quotations in two parts: Part I addressing non-price factors and Part II containing the pricing proposal. Active registration at www.sam.gov is mandatory, and invoicing and payment will be processed through www.ipp.gov with 14-day prompt payment terms and progress payments available. Government past performance systems, including SAM.gov and CPARS.gov, will be evaluated to determine contractor responsibility per FAR 9.104-1. Late quotes will not be considered, and all quotations must reference the appropriate CLINs: CLIN 0010 for the RFO NCA Attachment and CLINs 0020, 0030, 0040 for the SFO Datil Well Attachment specifications.
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SFO Datil Well CG Picnic Shelter Bureau of Land Management Albuquerque District Office – Socorro Field Office Datil Well Campground Pre-fab Engineered Picnic Shelter Background The Bureau of Land Management (BLM) Albuquerque District Office (ADO) - Socorro Field Office (SFO), seeks to purchase engineered pre-fab steel picnic shelter(s) for the Datil Well Campground in west central New Mexico, see delivery street address, 901 S. Hwy 85 Socorro, NM, 87801. This acquisition is solely for the manufacture, supply and delivery, there is no site work associated with this. This is for the supply of commercially available items to be delivered. The Offeror must meet all stated dimensional, structural, engineering, and material requirements as stated in the SOW/Specs.
The Picnic Shelters shall meet the minimum required specifications. Structure shall be designed by the manufacturer to meet site specific snow and wind load design criteria using most current applicable building codes by the manufacturer. Those wind and snow loads shall be indicated on bid proposal, see below. Comment by Lente Browning, Michelle: Are the site specific snow and wind loads going to be given or does the contractor need to look them up as part of design requirements?
(Please refer to Datil Well Recreation Area Campground - New Mexico | Bureau of Land Management (34.154286, -107.858093)).
Minimum Specifications:
| 1. Length x Width | 20 feet x 20 feet to roofline (1 each): all steel, square, hip roof shelters | ||
| 2. Length x Width | 16 feet x 16 feet to roofline (4 each): all steel, square, hip roof shelters | ||
| 3. Height: | 7 ft, 6 in. eave height | ||
| 4. Roof Pitch: | 4:12 | ||
| 5. Ground snow load: | To be determined by site specific design ____ psf | ||
| 6. Wind speed loading: | To be determined by site specific design ____ mph |
2018 IBC, or newer for numbers 5 & 6
Quantity: 1 - each 20 x 20; 4 - each 16 x 16.
Structural Members:
1. Manufacturer shall supply complete detailed drawings bearing the seal of a licensed engineer, design data, erection plan, specifications, and installation detailed instructions, at the time of delivery.
2. Manufacturer shall supply a foundation/footing design and drawings for the area in which the structures will be installed and shall bear the seal of a licensed engineer, at the time of delivery.
3. All structural steel tubing utilized shall be ASTM A-500 Grade B/C (46-50 ksi yield strength / 58 -62 ksi tensile strength).
4. All structural plates, gussets etc. shall conform to ASTM A-36 (36 ksi yield strength / 58-80 ksi tensile strength).
5. All welding is to be done in accordance with the latest AWS standards.
6. All welds shall develop the full strength of the weaker member. Fabricated welded assemblies will be performed by the manufacturer.
7. Hollow steel members shall be welded shut at termination points to prevent internal leakage. A small hole to allow shrink/swell and drainage is allowable. (bolted baseplate to column connections are not acceptable.) Comment by Lente Browning, Michelle: If the hollow steel members are welded shut without a small opening, the hollow member will swell. Comment by Lente Browning, Michelle: What does this mean?
8. Field assembly connections will be indicated on the set-up drawings.
Installation Hardware:
1. All required fasteners are provided for construction of the shelter.
2. Uncoated hardware will be used in hidden applications and zinc plated or galvanized hardware will be used in exposed applications.
3. All fastening hardware bolts shall comply with ASTM A325. Threaded rod applications shall comply with ASTM B7. Washers shall comply with ASTM F436. Hex nuts shall comply with ASTM A563.
4. Upon request, stainless steel hardware can be used for exposed applications. Stainless steel hardware shall comply with ASTM A-304.
Anchor Bolts:
1. Headed anchor bolts shall comply with F1554 grade 36. Higher grades may be used for specific applications.
2. Templates shall be provided by the manufacturer for setting of anchors in concrete.
Coating:
1. All fabricated steel members shall be primed, and powder coated.
2. Roof panels shall be 26 gauge minimum, color determined by manufacturers color palette at time of order in color for the 7 each - 16’ x 16’.
3. Roof panels shall be 26 gauge minimum color determined by manufacturers color palette at time of order roof panels for the 1 each - 20’ x 20’.
4. Post/uprights shall be color determined by manufacturers color palette at time of order for the 7 each - 16’ x 16’.
5. Post/uprights shall be color determined by manufacturers color palette at time of order posts for the 1 each, - 20’ x 20’.
6. Vendor must Submit color chart for final selection and approval prior to fabrication.
Warranty:
Minimum 5 years against manufacturer defects.
Delivery Notification:
The Contractor is required to notify the Contracting Officer’s Representative (COR) at least five working days prior to delivery. This advance notice ensures sufficient time for arranging the inspection and acceptance of the product.
Delivery Times:
Delivery shall be conducted during normal business hours, see Delivery Address. Between 9:30 am – 3:00 pm, Monday through Friday, (excluding holidays), delivery street address, Socorro Field Office 901 S. Hwy 85 Socorro, NM, 87801. The Contractor shall be responsible for notifying Contract Carriers of the scheduled delivery times with 3 days advance notice to the receiving official.
Responsibility for Delivery:
The Contractor shall be responsible for the proper care and protection of the product until it is accepted by the COR. Special care should be taken to ensure that the product is delivered in its entirety and undamaged to the delivery destination. BLM is responsible for offloading.
Transportation/Freight Charges:
The Contractor shall bear all costs associated with the transportation of freight from the manufacturer to the delivery destination. These costs must be included in the total price quoted for the items.
Delivery Destination Addresses:
BLM Socorro Field Office 901 S. Hwy 85 Socorro, NM 87801 575-835-0412
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