25R1303 P614 Note 6.pdf
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- Attached to
- FY24 MCON P-614 JOINT CONSOLIDATED COMMUNICATIONS CENTER, US JOINT REGION MARIANAS, ANDERSEN, GUAM
- Solicitation number
- N6274225R1303
About this file
This document is a Pre-Proposal Questions & Answers (Notice No. 6) for a federal contract opportunity involving the FY24 MCON Project P-614 Joint Consolidated Communications Center at Joint Region Marianas Andersen, Guam. The notice addresses specific technical details about wall types, lateral bracing, and furring channel specifications for the project, providing clarifications on drawing revisions for sheets A-501, A-503A, A-502A, and A-511A. The questions focus on technical construction details such as lateral bracing placement, channel gauges, and furring channel sizes, with the Navy providing precise technical guidance for each inquiry.
The document is part of a larger solicitation (N62742-25-R-1303) for a complex communications center construction project estimated between $100 million and $250 million, with an anticipated contract completion period of 1,286 calendar days. The procurement will be conducted on an unrestricted, lowest-price technically acceptable (LPTA) basis, with evaluation focusing on experience, past performance, and safety. Notably, the solicitation requires specific technical expertise in precision cooling systems, uninterruptible power supply systems, and clean agent fire suppression systems, with strict requirements for U.S. citizenship and firm qualifications for handling sensitive facility construction documents.
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Text version
DEPARTMENT OF THE NAVY
NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND PACIFIC
258 MAKALAPA DR STE 100
PEARL HARBOR HI 96860-3134
RFP N62742-25-R-1303
Notice No. 6
03 April 2025
PRE-PROPOSAL QUESTIONS & ANSWERS
RFP N62742-25-R-1303
FY24 MCON PROJECT P-614 JOINT CONSOLIDATED COMMUNICATIONS
CENTER JOINT REGION MARIANAS ANDERSEN, GUAM
NOTE: The following questions and answers are provided for INFORMATION ONLY. The RFP remains unchanged unless it is amended in writing on a Standard Form 30.
30. Reference: Wall Types: Type E on sheet A-501. Type A1 and A2 on sheet A-503A; Please provide details of “Lateral braced at Mid-height”.
ANSWER: For Type E, use lateral to be braced at 6’-0” OC, instead of blocking at mid-height. For Types A1 and A2, remove lateral bracing at mid-height. Drawings A-501 and A-503A will be revised in a forthcoming amendment. See isometric view of lateral bracing for clarity.
31. Reference: Wall Types: Type E on sheet A-501. Type A1 and A2 on sheet A-503A; Is the blocking at mid-height still required where lateral brace is also required at mid-height?
ANSWER: For Type E, use lateral to be braced at 6’-0” OC, instead of blocking at mid-height. For Types A1 and A2, remove lateral bracing at mid-height. Drawings A-501 and A-503A will be revised in a forthcoming amendment.
32. Reference Wall Types: Type K on sheet A-502A; Please provide gauge of 1-1/2” furring channel
DEPARTMENT OF THE NAVY
NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND PACIFIC
258 MAKALAPA DR STE 100
PEARL HARBOR HI 96860-3134
RFP N62742-25-R-1303
ANSWER: 1 ½” furring channel is 16 gauge. Drawings A-502A will be revised in a forthcoming amendment.
33. Reference: detail C2/A-511A; Please provide the size and gauge of the furring hat channel.
ANSWER: Use 20 GA 3/4” furring hat channel. Drawings A-511A will be revised in a forthcoming amendment.
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