RFP_Questions_-_Maintenance_Shop_0004.docx
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- Attached to
- ELFO LITCHFIELD MAINTENANCE SHOP NEW
- Solicitation number
- 140L1222R0010
About this file
This document contains questions and answers regarding a request for proposals for a maintenance shop project for the Litchfield Wild Horse and Burrow Facility. The Government will pay directly for the new electrical service from LMUD, the new propane tank from Ed Staub & Sons, removal of fuel tank bollards, and emptying of the existing fuel tank. Roof panels shall be standing seam to meet the requirements of Drawing G100. Snow load shall meet a minimum of 15psf in accordance with an attached approved alternate technical concept. The related federal contract opportunity is for the Eagle Lake Field Office Litchfield Maintenance Shop New project issued by the Bureau of Land Management California Region under solicitation number 140L1222R0010.
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Litchfield Wild Horse & Burrow Facility RFP for Maintenance Shop Questions from Potential Offerors
Question 1: Who will pay LMUD new electrical service fee shown in the application?
Answer: The Government will pay LMUD directly for the electrical service fee. The Contractor will do all of the coordination with LMUD.
Question 2: Who will pay for the new propane tank from Ed Staub & Sons.
Answer: The Government will pay Ed Staub & Sons directly for the new propane tank and will procure the tank in advance of the work.
Question 3: Fuel Tank bollards may need to be removed and the tank should be emptied. Should the contractor handle that?
Answer: The Government will remove the bollards and empty the fuel tank for the contractor.
Question 4: The Plans call for IBC 2018 and the Lassen County Building Standards i Attachment 3 call for CBC 2019. Which building code shall be used?
Answer: Meet IBC 2018 as a minimum.
Question 5: The Plans call for a Ground Snow Load of 15 psf. The Lassen County Building Code in Attachment 3 in the solicitation has special instructions to determine snow load requirements. The previous hay barn project had a snow load of about 45 psf. How should we determine the snow load requirements for this project?
Answer: Meet minimum Ground Snow Load of 15psf. See attached ATC for this specific site.
Question 6: Could someone please tell me what roof panel is required. The specs call for a Butler Rib II panel which is a typical PBR profile screw down roof panel in which the fasteners are exposed. While the drawings call for a standing seam panel.
Answer: The Drawings shall govern the roof panel. Roof panels shall be standing seam and meet the requirements of the Drawing G100 (Sheet 2), Pre-Engineered Metal Building, Note F. The Specifications will be modified to agree with the Drawings.
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