21R1321 Note3-Final.pdf
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- Solicitation number
- N62742-21-R-1321
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This document contains a notice with questions and answers related to solicitation number N62742-21-R-1321 for the construction of a new Bachelor Officer Quarters (BOQ) tower at Marine Corps Base Guam. The project involves construction of a multi-story housing tower, common area wing, and utility building to provide single-occupancy housing units, common areas, and multipurpose spaces for Unit Deployed Personnel Senior Non-Commissioned Officer and Officer personnel. The notice addresses pre-proposal questions on specifications, drawings, structural panel deck information, base course requirements under footings, and the performance period. It confirms dimensions for PCC pavers and fire lanes, and clarifies which specification section to follow for PCC pavers. The related federal contract opportunity provides additional details on the estimated $100-150 million Design-Bid-Build contract for the BOQ tower, with a 760-calendar day completion period to be funded by the Government of Japan and overseen by the Department of the Navy Naval Facilities Engineering Command.
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Notice No. 3
22 November 2021
PRE-PROPOSAL QUESTIONS & ANSWERS
RFP N62742-21-R-1321
J-034 BACHELOR OFFICER QUARTERS-B,
US NAVSUPPACT MCB, 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.
13. Spec. 08 71 00 & Ref. Dwg. A-604, Hardware Set 28. Please provide Hardware Set 28 as indicated for Doors 602 & 605 in Ref. Dwg. A-604.
RESP: See Amendment 0003.
14. Ref. Detail 7/A-532, Structural Panel Deck. Please provide specification or additional information.
RESP: The structural panel deck shall be in compliance with UL standards as specified on drawings.
15. Base Course Under Footing.
a. Is base course required under spread/ wall footings?
RESP: Structural fill is required under both type of foundations and requirements of the type of material can be found in the spec section under Section 31 23 00.00 20.
b. If required, please provide the thickness of the base course.
RESP: Provide minimum 600mm thick selected fill per Section 31 23 00.00 20, paragraph 3.3.1.
16. Project Performance Period. Due to BOQ-B’s project location and still on-going COVID situation, certain time constraints like mobilization and acquiring labor force should be taken into consideration. The BOQ-B project also involves extensive amount of heavy concrete structure and finishing work. The current performance period of 760 is not feasible enough to complete the work. We are respectfully requesting for an additional 210 calendar days to the performance period which will also allow more subcontractors/suppliers to participate in order to present the Government with a more competitive bid.
RESP: The RFP remains unchanged.
DEPARTMENT OF THE NAVY
NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND, PACIFIC
258 MAKALAPA DRIVE, SUITE 100
JOINT BASE PEARL HARBOR HICKAM, HAWAII 96860-3134
17. Detail 1/CS501, PCC Paver Fire Lane Section. Please advise if the 1.5m wide PCC Pavement strips at the edges of the Paver Fire Lane require welded wire reinforcement.
RESP: Revised DWG CS501 to add reinforcement per UFC 3-250-01, 14-1.3.1. See Amendment 0003.
18. Detail 1/CS501, PCC Paver Dimension at Fire Lane. Please confirm dimension of PCC Pavers at the Fire Lane section.
RESP: Widths vary, see drawings, however the typical width of the PCC Pavers is shown in detail 1/CS501 with 2500mm on either side of the fire lane centerline. See Amendment 0003.
19. Spec Sections 32 14 13.13 and 32 16 15, Differing Specification Sections for PCC Pavers.
J-034 RFP contains both referenced specification sections, with each section offering different sand gradation, block dimensions, and color requirements. Please advise which section to follow.
RESP: Spec Section 32 16 15 will be removed. See Amendment 0003.
End of Notice
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