RFP 6973GH-24-R-00036 Mobile Shelter IDIQ RFIs.pdf
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- 6973GH-24-R-00036 Mobile Shelter IDIQ
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- 6973GH-24-R-00036
About this file
This document is a Request for Proposals (RFP) issued by the Federal Aviation Administration (FAA) for the procurement of pre-cast concrete mobile shelters under an Indefinite Delivery/Indefinite Quantity (IDIQ) contract.
The RFP provides details on the required shelter specifications, including roof, floor, exterior, and interior requirements. It also addresses questions and answers related to the shelter design and construction. The RFP states that the FAA will award a firm-fixed-price construction contract as a result of this solicitation. Proposals are due by 5:00 p.m. CST on September 2, 2024, and must be submitted electronically to the Contracting Specialist. The FAA reserves the right to communicate with offerors during the solicitation process. This is a civilian agency requirement, and the Acquisition Management System (AMS) applies in place of the Federal Acquisition Regulation (FAR).
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RFP 6973GH-24-R-00036 Mobile Shelter IDIQ RFIs
1. Section 3.9.2 Roof: States “6” Ribbed finish” – Would a solid sloped roof be acceptable with an
EPDM Rubber roof? Yes
2. Section 3.9.3 Floor: states “6” ribbed floor” – would an 8” solid floor be acceptable as this would meet the floor loading required? Yes
3. Section 4.2 Exterior: Would a smooth architectural finish be acceptable (painted tan as in the specification), in lieu of aggregate or the fins? Yes, smooth architectural is acceptable.
4. Section 4.3 Interior: This shows the HDPE material, would the standard FRP be acceptable? Yes
5. Section 4.3.C Insulation: UCP has a solid concrete floor, would it be an option for the site contractor to insulate the foundation under the building? If foundation design requires installation per shelter manufacturer’s design (you,) contractor shall install prior to shelter delivery.
6. Drawing A003 shows a 3” slope to two sides of the building and the specification reads sloped
¼” in all directions please clarify? ¼” slope per foot coming to just over 3” each site.
7. Can a list of the sites be provided for freight purposes? Sites will vary on a national level and need.
8. There is a section for foundation design, please clarify that is being done by the site contractor that would be providing the Geotechnical reports? Foundation design shall be provided by shelter manufacturer (you) with FAA supplied Geotech report.
9. Please specify the detail on Fixture B as the Lithonia CSXW fixture only offers vandal guards and the specification calls for the cut off feature? Another fixture with cutoff feature may be submitted and used. LED’s must meet the EMI requirements from Code of Federal Regulations (CFR) Title 47 Part 15 for
Class A Devices. In certain circumstances, as directed below, LED lighting must meet CFR Title 47 Part 15 standards for Class B Devices.
10. Specification call for lightweight 5000 psi concrete, for the floor we would use 5000 psi normal weight concrete (needed for the floor load). Approved
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