25-1301 CmdCtrl Notice6.pdf
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- Solicitation number
- N6274225R1301
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This is Notice No. 6, containing questions and answers for RFP N62742-25-R-1301 regarding the FY25 MCON P-693 Pacific Deterrence Initiative: Guam Defense System Command Center project at Joint Region Marianas, Guam.
The Q&A addresses several key aspects of the project, including clarifications about storage facilities for contractor personal items (which must be provided by the general contractor, not the government security contractor), vision screening requirements for fencing (accepting UV light resistant plastic fabric mesh netting similar to tennis court screening), crash-rated bollards requirements at the AVB gate, and CCTV system responsibilities (government security contractor will provide systems and conduit while general contractor is responsible for power to construction site and SSA). Other clarifications include confirmation that contractors can use DDC control systems other than JCI Metasys, details about precast canopy roof elements not requiring topping slabs, and information about vertical watertight seismic isolation joints between the Switchgear Building and Ballistic Walls, with product specifications to be provided in a future amendment.
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DEPARTMENT OF THE NAVY
NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND PACIFIC
258 MAKALAPA DR STE 100
PEARL HARBOR HI 96860-3134
RFP N62742-25-R-1301
Notice No. 6
12 December 2024
PRE-PROPOSAL QUESTIONS & ANSWERS
RFP N62742-25-R-1301
FY25 MCON P-693 PACIFIC DETERRENCE INITIATIVE: GUAM DEFENSE SYSTEM
COMMAND CENTER,
JOINT REGION MARIANAS, 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 answer for Question 148:
148. Construction Security Plan. Paragraph V. FACILITY CONSTRUCTION AND DESIGN
CONSIDERATIONS/Section 7. Physical Security/k. Storage of personal belongings. This paragraph states that a storage facility with individual receptacles will be built adjacent to the ACF for the storage of construction contractor PED and personal belongings. Please confirm that the Security Contractor shall be responsible for constructing, maintaining, and dismantling such storage facility.
ANSWER: The government security contractor will not provide the storage facility/area for the GC contractors personal items/devices. The GC must provide said storage facility if so desired, as government security personnel will not be responsible for handling or storing of any GC personal items.
*It is the recommendation of the government that all GC workers personal items be kept off-site.
223. Please confirm whether the type and degree of vision screening provided below are acceptable.
RFP N62742-24-R-1327
ANSWER: Those shown in the provided picture are acceptable to meet the standard for the CSP. See Specification Section 01 50 00.00 14, para 2.3 Fencing, calls for a "... UV light resistant, plastic fabric mesh netting (similar to tennis court or other screening).
224. Please provide additional details on the vision screening, such as the spacing between slats or aluminum sheeting.
ANSWER: See answer to Question 223.
225. Reference Notice 3, Question/Answer 29. Reference Offsite Laydown Area – Existing condition.
Given the response that no existing information is available regarding the condition of the designated laydown areas and that the first opportunity to inspect will occur following award, will the government please provide a uniform basis of estimate upon which the Offeror may rely in the development of their price proposal.
ANSWER: The Government does not have information beyond what it has included in the RFP, although Offerors were also provided an opportunity to observe the area during the site visit held on 11 December 2024.
226. Reference Drawing 14ST-C-522. Doghouse Manhole.
Doghouse manhole is shown on A4/14ST-C-522. We were unable to locate this manhole in the drainage plan lay-out. Our understanding is that the features of this manhole will be applicable to all storm drain and sewer manholes. Please confirm.
ANSWER: The doghouse manhole is not applicable to the sanitary sewer manhole at the point of connection at Sta 0+00, SS01. The manhole on the plans calls out the correct reference to Detail A1 on Sheet C-521. There will not be a doghouse manhole for storm manholes.
227. Reference Specification Section 34 75 13.13 14. Crash Rated Bollards.
The section 34 75 13. 13 14 par. 2.1.1 states “The crash rated bollards are required in locations that are not protected by the AVB sliding gate...”
Please confirm if the clouded portion below are crash rated bollards at the primary gate. If yes, are these fixed bollards? Please advise.
ANSWER: The bollards required at the AVB gate are crash rated bollards and must meet the same rating as the AVB. These are fixed bollards.
228. Reference Specification Section 34 75 13.13 14. Crash Rated Bollards.
The section 34 75 13. 13 14 par. 2.1.1 states “The crash rated bollards are required in locations that are not protected by the AVB sliding gate...”
Please clarify if crash rated bollards are required at the emergency gate. If required, please indicate in the plan.
ANSWER: See answer to question 227.
229. Reference P-693 Construction Security Plan (CSP) page 27. Please confirm that the CCTV system covering the entire perimeter fence, the ACF, SSA, DF and other points on the secure site that the SSM deems necessary is the responsibility of the Security Contractor.
ANSWER: The Government Security Contractor will provide as required.
230. Reference P-693 Construction Security Plan (CSP) page 27.
Please advise if the general contractor is required to provide power and conduit for the
CCTV System. If so, please provide layout.
ANSWER: Power to the general construction site and SSA is the responsibility of the General Contractor. The government security contractor will provide all conduit and required connections to provide power for CCTV systems from the SSA connection.
231. Reference P-693 Construction Security Plan (CSP) page 27.
Paragraph e indicates the security contractor to provide security lighting system that will provide lighting coverage for the SSA and the ACF. Will security lighting be needed for the entire project site temporary perimeter fence?
If so, who is responsible party for this scope?
If it is the construction general contractor, please provide drawings for this.
ANSWER: The Government Security Contractor will provide all lighting for the SSA and the ACF as required. Security lighting will not be needed for the entire project construction site FE6 temporary perimeter fence.
232. Reference VOL14.5, 14CC-TA203. Note 25, please confirm Video Wall contractor will be hired directly by the government.
ANSWER: Confirmed.
233. Reference P-693 Construction Security Plan (CSP) page 44 – Appendix C. The scope to install interior access control and CCTV is Secret or Top Secret. Please confirm this scope is handled directly by the government.
ANSWER: The government will install the interior access control and CCTV systems.
234. Reference P-693 Construction Security Plan (CSP) page 44 – Appendix C. The table clearly indicates the labor for access control rough in to be Uncleared US. What about rough in for CCTV? If contractor is required to install rough in for CCTV, please confirm labor type will be Uncleared US.
ANSWER: Rough-in for the CCTV system can be done by Uncleared U.S.
235. Reference Drawing Sheet 14CC-S-151. Please clarify what this clouded framing is for and provide detail.
ANSWER: Disregard this framing on this drawing. It is a portion of the high-roof catwalk system which is fully shown and detailed on 14CC-S-152. It will be removed in a forthcoming amendment.
236. Reference Detail C3/14CC-S-404. The enlarged canopy roof plan shows a 6" precast lid but doesn’t show a topping slab. Please provide the thickness and reinforcing bar size and spacing of the topping slab for the 6" precast roof of the main entry canopy.
ANSWER: The sloped canopy roof precast elements do not require a topping slab. The precast manufacturer, as a delegated design to the contractor, is to design this precast concrete. The topping slab shown in Plan A1 is at the First Floor elevation and detailed in referenced sections.
Note requirements on 14CC-A-445 for an elastomeric coating on these precast elements.
237. Reference Drawings 14CC-S-531 and 14CC-S-540.
Please provide typical interior wall cap beam reinforcing detail for roof section detail
C3/14CC-S-540.
ANSWER: Detail B3/14CC-S-531 is the typical interior wall cap beam reinforcing detail as stated and is applicable for section C3/14CC-S-540, along with other interior locations such as
C2/14CC-S-540.
238. Reference Drawing 14CC-S-411.
Please provide the table of the standard hook, stirrups, and tie hook dimensions.
ANSWER: The table is shown on the referenced drawing. An Excel file will not be provided.
Bid as shown within the contract drawings and specifications.
239. Reference Drawing 14CC-S-501.
Please provide a schedule of reinforcing bars for the pedestal of the steel column for stairs at mechanical yard.
ANSWER: See 14CC-S-529 for pedestal reinforcement.
240. There is no mention of the Justification and Approval for JCI's Metasys. Also, it is not called out on Division 23 specifications. Please confirm if we can utilize other DDC control system provider other than JCI.
ANSWER: Confirmed.
241. Reference Specification Section 02 82 00.00 14, (Page 32) Appendix states: “A. Hazardous
Material Survey Report for Project P-693, Site 14, Command Center, Andersen Air Force Base, Guam, dated 30 July 2024, prepared by Myounghee Noh & Associates, L.L.C.” is referenced. Please provide such hazardous materials report.
ANSWER: See Notice 5, answer to question 82.
242. Reference Drawing 14PP-S-112, Keynote #03. Vertical Watertight Seismic Isolation Joint.
There are vertical watertight seismic isolation joints between the adjacent walls of the Switchgear Building and the Ballistic Walls at the Power Plant, as described by Sheet Keynote #03 on drawing 14PP-S-112. However, no details or specifications are provided.
Please provide.
ANSWER: Product information will be added to the specification in a future amendment.
243. Hazardous Material Removal – Basis of Bid The RFP documents do not sufficiently provide information to establish a basis of bid for the Offerors regarding hazardous material removal to include in the proposal.
In order for all Offerors to be bidding to the same scope and parameters, please provide quantities for all hazardous materials to include in the proposal..
ANSWER: See Notice 5, answer to question 82. Bid as shown within specifications. Refer to Section 02 61 13.00 14, para 1.2.2, Known Site Contamination: Pesticide-Impacted Soils (PIS) and Lead-Impacted Soil for the impacted soil boundaries and limits. Hazardous Building Materials: Refer to Section 02 82 00.00 14, Appendix A, Hazardous Material Survey Report for the estimated quantity.
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