W911SG25BA019_Answers to Submitted RFI Questio.pdf
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- Solicitation number
- W911SG-25-B-A019
About this file
This document is a Questions and Answers (Q&A) session for Solicitation W911SG25BA019, related to a roof replacement and structure repair project for Building 622 at Fort Bliss, Texas. The Q&A addresses eight key technical questions about the project, including clarifications on gutter installation, D-ring roof anchor specifications, underlayment substitution, and water line modifications. Specific details include requirements for D-ring roof anchors (to be installed 12ft apart, supporting 5,000lbs), confirmation of diversion metal installation, and verification that hip and ridge components will have the same warranty and wind resistance as the shingles.
The solicitation is a competitive set-aside for HUBZone small businesses under NAICS code 238160, with an estimated project value between $250,000 and $500,000. The contract will be a firm-fixed-price (FFP) award, with a bid opening date of 5 August 2025 at 10:00 a.m. (MST). The project requires a superintendent who must work directly for the prime contractor and cannot be subcontracted. The contracting agency is the Department of the Army Materiel Command Mission and Installation Contracting Command at Fort Hood.
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Q&A Session 1
Solicitation: W911SG25BA019
Building 622 – Roof Replacement & Structure Repair
Question 1: Plans show gutters, but SOW doesn't, are we installing gutters?
Answer: There are currently no gutters on the building so no new gutters will be installed.
That will be corrected on the plans.
Question 2: Do we need to perform lead and asbestos testing for the roof?
Answer: No, surveys for lead & asbestos were already conducted.
Question 3: Are the old water lines for swamp cooling connected?
Answer: Yes, old water lines are still connected.
Question 4: Your SOW requests to install permanent D ring roof anchors but they are not identified on your plans for location or quantity, can you clarify?
Answer: D-ring roof anchors shall be installed evenly spaced 12ft apart and shall be able to support 5,000lbs. If possible, the D-ring anchors will be located around the hip & ridge area and 10ft from the roof edge.
Question 5: Currently the building has a metal to divert water from the main entrances, are we required to install a similar diversion metal?
Answer: Yes, diversion metal is required.
Question 6: Just making sure that the Hip and Ridge will have the same warranty/wind resistance as per the shingle? This item could be the difference between winning or losing the bid, greater cost.
Answer: Yes, the Hip and Ridge will have the same warranty / wind resistance & same manufacturer as the shingles.
Question 7: As per plans, the underlayment is currently Titanium PSU 30 can we substitute or not?
Answer: Yes, it can be substituted but technical information needs to be submitted showing that the substitute meets or exceeds the Titanium PSU 30.
Question 8: As per the site visit, we will not be cancelling the water lines on the roof, correct?
Answer: Water lines on the roof will be canceled to have less penetrations on the new roof.
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