26-1306 Note 10.pdf

RFP N62742-26-R-1306

Notice No. 10

DEPARTMENT OF THE NAVY

COMMANDER

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND PACIFIC

258 MAKALAPA DRIVE SUITE 100

PEARL HARBOR HI 96860-3134

June 26, 2026

PRE-PROPOSAL QUESTIONS & ANSWERS

JFY 2022 PROJECT J-875, BATTLE STAFF TRAINING FACILITY,

U.S. NAVSUPPACT MCB CAMP BLAZ, 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.

REVISED RESPONSES FROM NOTICE NO. 5:

106. Reference: Solicitation-N6274226R1306 Dwg: A-612, A-613, A-610

With Reference to RFI #59, we have received Interior Elevations for Room #102, 102A, 105B &

114 under Am-0002. Please provide Interior Elevations for listed rooms showing AWP1/AWP2 locations : 105A, 106, 107, 108A, 108B, 110A, 110B, 113, 119, 120, 125, 127, 128, 129, 130, 202, 203, 205A, 205B, 206A, 206B, 207, 208A, 208B, 209, 211, 211A, 212, 217, 222, 224, 225A, 225B, 226A, 226B, 227A, 227B

ANSWER: See response to Q168.

150. Reference: Drawing SB103

Please provide the schedule and details of the footing as per the highlighted area below.

ANSWER: The foundation area indicated is a continuous mat foundation with thickness and reinforcing as shown on Sheet SB403. The north and west extents of the mat are shown on

SB403. Will update the following via forthcoming amendment:

-The east edge of the mat projects 1’-0” beyond the exterior face of the stairwell wall.

-The south edge of the mat lies 8’-0”south of gridline B.

152. Reference: Drawing SB101 to 103, Foundation Plan

Drawing SB-101 to 103 doesn’t include the foundation plan on stair locations. Please provide details of the foundation.

ANSWER: See response to Q21.

155. Reference: Drawing SF505, Structural Framing Details

Please specify weight/ft of W8 beam and thickness of L4x4 cont angle at Chiller Enclosure.

ANSWER: Use W8X24 for all beams. Use L4X4X3/8 for the angles. Will revise Sheet SF505 via forthcoming amendment to specify weight per foot of W8 beam and thickness of L4x4 angles.

REVISED RESPONSES FROM NOTICE NO. 6:

59. Reference: Solicitation-N6274226R1306 Dwg: A-612, A-613, A-610

Under the Room Finish Schedules on Drawings A‑612 and A‑613, various rooms (102, 102A, 105A, 105B, 106, 107, 108A, 108B, 110A, 110B, 113, 114, 119, 120, 125, 127, 128, 129, 130, 202, 203, 205A, 205B, 206A, 206B, 207, 208A, 208B, 209, 211, 211A, 212, 217, 222, 224, 225A, 225B, 226A, 226B, 227A, 227B) are listed with AWP‑1 and AWP‑2 as the wall finish.

However, on the Interior Color & Material Schedule (Drawing A‑610), AWP‑1 and AWP‑2 are noted with the remark “See Interior Elevations for sizes and location.”

We were unable to locate any corresponding markings or references for AWP‑1 and AWP‑2 on the interior elevation drawings. Please clarify the locations and extent of AWP‑1 and AWP‑2 wall finishes, or provide the appropriate interior elevation references. Please provide location of

AWP-1 & AWP-2 on interior elevations.

ANSWER: See response to Q168.

REVISED RESPONSES FROM NOTICE NO. 9:

163. Reference: Amendment 0003 SF 1442 Block 13

Would the Government consider extending the proposal submission deadline by one additional week beyond July 7, 2026, to account for reduced subcontractor and vendor availability and potential delays in obtaining complete and final pricing during the July 4th holiday period?

ANSWER: The proposal due date will be extended to July 21, 2026 in a forthcoming amendment.

NOTICE NO. 10

168. Per Drawing A-501 (Amendment 02), Acoustic Wall Panels AWP-1 and AWP-2 are indicated with dimensions of 3'-6" x 6'-10". However, Interior Elevation A-401 (Amendment 02) continues to show both AWP-1 and AWP-2 as 4'-0" x 6'-10".

1. Please clarify the correct dimensions for AWP-1 and AWP-2.

2. Please provide elevations and/or floor plan references identifying all other locations where these acoustic wall panels are required.

ANSWER: Sheet A-501 provides the correct dimension for AWP-1, AWP-2 as 3’-6” x 6’-10” unless otherwise noted. Will revise Sheet A-401 via forthcoming amendment. Note that some

AWPs will be smaller (but not bigger) than 3’-6”. Will provide additional interior elevations via forthcoming amendment to identify other locations where AWP’s are required.

169. Per Drawings A-502 and A-503 (Amendment 02), partition types are shown; however, the corresponding gauges are not specified.

Please clarify and provide the required metal stud size and gauge for each partition type indicated on the drawings.

ANSWER: Please refer to General Sheet Note #13 on Sheets A-502 & A-503, which refers to

Section 09 22 00 for metal stud gauges.

170. Per Drawings A-502 and A-503 (Amendment 02), batt insulation for the furring wall is specified as R-13.

Please provide the required batt insulation R-values for the Basic Partitions and Chased Walls, as these values are not indicated in the current drawings.

ANSWER: The R-13 insulation only applies on the perimeter walls where building envelope thermal break is required to meet the energy code compliance. The remaining insulation is for acoustical purposes to meet the project’s specific STC rating requirements.

171. Refer to Specification SECTION 31 00 00 – EARTHWORKS, paragraph 3.4 "When subgrades are less than the specified density, the ground surface must be broken up to a minimum depth of 3-feet or until limestone is reached, pulverized, and compacted to the specified density".

1. There are MH Soils in the boring logs with various depths, does this needs to be removed even if they are in the locations of CDSM?

2. If this MH Soils need to be removed to reach the limestone, what will be the surface area we will consider for removal assuming from the center of the boring logs?

ANSWER: That statement is applicable for footings without CDSM. Footings with CDSM will not require soil removal under the footings, as indicated in para. 3.4 where it instead refers to

Section 31 62 00. Horizontal extent of soil removal is 5 ft from the vertical face of the footings.

This will be incorporated into para. 3.4 via forthcoming amendment.

172. We respectfully request a four (4) week extension to the proposal due date to allow sufficient time to obtain vendor pricing, coordinate subcontractor participation, and thoroughly review the solicitation requirements.Granting this extension will help ensure the submission of complete, accurate, and competitive proposals.

ANSWER: Please refer to response to Q163.

173. On the electrical plan file “1696746_DWG_4of5” Page 70/103 EP603, the generator size is sized at 1000KW/1250KVA as seen on the image below

But on the specifications, it is sized at 1100KW/1375KVA as seen on the image below

Please advise what size to follow.

ANSWER: EP603 is correct. Will revise Section 26 32 15 via forthcoming amendment.

174. May we request for specifications pertaining to the 100KW Emergency Genset “EG-101”.

ANSWER: Will provide a dedicated spec via forthcoming amendment for emergency generator

EG-101.

175. For planning purposes, can you please confirm if the submission dates (July 7 & 8, 2026

NLT 2pm HST) for the J-875 Battle Staff Training Facility solicitation will remain unchanged.

176. As previously noted, the government is expected to issue amendments to the drawings.

With only two weeks remaining before the bid submission deadline, these forthcoming revisions may significantly affect our proposal preparation.

In view of this, we would like to respectfully request a bid extension to allow sufficient time to review the amendments thoroughly and prepare a more comprehensive and competitive proposal for the project.

177. Reference: Drawings 2 of 5 pages 100 to 114

Please provide a fire sprinkler layout in which the drawings are developed solely on the basis of hazard group classifications for determining the fire protection system.

ANSWER: The fire sprinkler drawings are performance-based fire sprinkler design drawings as required for NAVFAC fire protection design drawings. The Contractor's NICET sprinkler system designer must develop the sprinkler layout per these drawings, specification section 21 13

13, NFPA 13, and the equipment manufacturer's requirements.

178. Reference: Drawing SF102, SF104, SF501 & SF502; Second Floor Framing Plan &

Framing Details

Updated structural drawings SF102 & SF104 for the second floor framing plan at elevation 14’ -

0” per amendment #2. Please confirm if the beams were deleted in the highlighted area outlined in red. Moreover, please also confirm if the suspended slabs were also removed on that highlighted area at elevation 14’ - 0”. If the suspended slabs were removed at that area at elevation 14’ - 0”, is the composite deck as per general note #6 still required? Please advise where the composite deck is required, and please provide updated section drawings on SF501 &

SF502.

ANSWER: Beams and suspended slabs are not removed. SF102 and SF103, notes #5 and #6 will be removed via forthcoming amendment. Sheets SF501 and SF502 will also be updated via forthcoming amendment.

179. Reference: RFP/ General

The Contractor respectfully requests a reasonable extension to the proposal due date, as responses to several recently submitted questions remain pending and additional amendments have not yet been issued. Since the forthcoming amendments may contain revisions, clarifications, or changes that could affect proposal preparation, offerors will require sufficient time to review the updated information and make any necessary adjustments to their submissions.

Providing an extension would help ensure that all offerors have an adequate opportunity to incorporate the final solicitation requirements into their proposals and submit complete, accurate, and competitive responses. The Contractor appreciates the Government's consideration of this request and respectfully asks that the proposal due date be extended accordingly.

180. Reference: Drawing SB103; Foundation Partial Plan - Area B

Drawing SB103, please confirm if a wall footing is not required on the highlighted area

(Emergency Generator walls).

ANSWER: Footing is required for Emergency Generator Walls. This will be updated via forthcoming amendment.

End of Notice