P719 AMENDMENT 0011.pdf

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Attached to
P719 DBB Wargaming Center, Quantico, VA Federal contract opportunity
Solicitation number
N4008020R5249
Issued by
Department of the Navy Naval Facilities Engineering Command

About this file

This solicitation seeks proposals for a military construction project to construct a new two-story academic instruction facility to support wargaming functions at Marine Corps Base Quantico in Virginia. Key details include construction of a 100,443 square foot low-rise Georgian-style academic instruction building, a 132,116 square foot multi-story precast concrete parking structure with auger cast pile foundations and floors, and a 1,650 square foot Area Distribution Node to support the instruction facility and provide voice, video, and data capabilities. The estimated construction value is between $100-250 million. The solicitation will utilize full and open competition and best value source selection for award. The Navy is the contracting agency.

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Other files for this federal contract opportunity

Other files attached to P719 DBB Wargaming Center, Quantico, VA, newest first.
File Type Posted
P719 AMENDMENT 0015.pdf PDF
BLDG-P719-1590908-CS511 - OPTION 3.pdf PDF
26 26 00.pdf PDF
P719 Second Floor RCPs_rev 20 1218.pdf PDF
BLDG-P719-1590908-Response to RFI 285.pdf PDF
BLDG-P719-1590908-Response to RFI 289.pdf PDF
05 52 00.pdf PDF
P719 AMENDMENT 0014.pdf PDF
BLDG-P719-1590908-CS512 - OPTION 2.pdf PDF
REVISED 32 31 13.53.pdf PDF
08 56 46.20 20.pdf PDF
P719 Wargaming Center Price Schedule dated 18 December 2020.docx DOCX document
P719 AMENDMENT 0013.pdf PDF
P719 AMENDMENT 0012.pdf PDF
07 60 00.pdf PDF
A-416 - ENLARGED AUDITORIUM PLAN_WOOD WALL CAP.pdf PDF
P719 Wargaming Center Price Schedule dated 14 December 2020.docx DOCX document
32 31 13.53 - without redlines.pdf PDF
31 21 13.pdf PDF
08 33 23.pdf PDF
10 22 13.pdf PDF
P719 AMENDMENT 0010.pdf PDF
P719 AMENDMENT 0009.pdf PDF
32 31 13.53.pdf PDF
P719 AMENDMENT 0008.pdf PDF
Checklist for Reviewing Subk Plans.pdf PDF
P719 AMENDMENT 0007.pdf PDF
P719 AMENDMENT 0006.pdf PDF
P719 Site Visit Attendance Sheet.PDF PDF
P719 AMENDMENT 0005.pdf PDF
P719 AMENDMENT 0004.pdf PDF
P719 AMENDMENT 0002.pdf PDF
P719 AMENDMENT 0001.pdf PDF
ATTACHMENT C - Construction Experience Project Data Sheet.doc DOC document
ATTACHMENT D - Past Performance Questionnaire.doc DOC document
SOLICTITATION N4008020R5249 - P719 WARGAMING CENTER MCBQ.pdf PDF
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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

SOLICITATION N40080205249 - MILITARY CONSTRUCTION P-719, DESIGN-BID-BUILD OF WARGAMING CENTER, MARINE CORPS BASE

QUANTICO, VIRGINIA

SEE SF 30 BLOCK 14 CONTINUATION PAGE

1. CONTRACT ID CODE PAGE OF PAGES

J 1 38

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 15-Dec-2020

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X N4008020R5249

X 9B. DATED (SEE ITEM 11)

07-May-2020

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

15-Dec-2020

CODE

NAVAL FACILITIES ENGINEERING SYS COMMAND

1314 HARWOOD STREET SE

WASHINGTON DC 20374

N40080 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N4008020R5249

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMENDMENT 0011

The purpose of this amendment is to provide the following:

1. RFI Responses

2. Attachments

3. Revised Wage Determination

All other terms and conditions remain unchanged.

1. RFI RESPONSES

10. Reference: Door 133D/Door 185B

Please provide a specification for the overhead doors.

GOVERNMENT RESPONSE: See specification 08 33 23 uploaded as an attachment to this amendment.

82. Reference: A-113, Notes 2 and 3

Please provide a specification for the cage storage lockers.

GOVERNMENT RESPONSE: See specification 10 22 13 uploaded as an attachment to this amendment.

135. Reference: General

Please confirm the government is responsible for obtaining the SWPP permit and approval.

GOVERNMENT RESPONSE: VADEQ has approved the Stormwater Management and Erosion Sediment Control Plans for the project. A SWPPP has been prepared and is included with the approved Stormwater Management Plan. Execute the project's Registration Statement and submit to DEQ Central Office Stormwater for issuance of coverage under the Construction General Permit. A DEQ inspector has been assigned to the project. Notify the inspector at least one (1) week prior to the pre-construction meeting as well as at least one (1) week prior to the initiation of land-disturbing activities. Specific information will be provided upon Contract Award. The permit is DEQ SWM #2020-0222.

136. Reference: Specialties A734, A741

Please confirm there are only two corner guards in Mechanical Room 133, no corner guards in Executive Conference Room 232 or on the southwest column in War Room 230, and only two in Breakout Room 231.

GOVERNMENT RESPONSE: There are only two corner guards in mechanical room 133. Both occur at the corner of gyp walls. No corner guards to be provided in Executive conference room

232. Provide corner guards at southwest column in wargaming room 230. Break out room 231, provide an additional two corner guards at the operable partition pocket walls, similar to, break out room 211.

137. Reference: Specialties, A744

Please confirm there is a glass markerboard on the west wall of Breakout Room 215.

GOVERNMENT RESPONSE: Confirmed, there is a glass markerboard (MB-3) on the west wall in break room 215.

138. Reference: Finishes, A741

Please clarify the finishes of the Executive Conference Room 220. Are the curved walls full height? Are the walls behind the curve to be finished?

GOVERNMENT RESPONSE: The curved walls are to be paint with a chair rail. South wall to be AWP-1, full height. Provide wood base WDB-1 on all walls. See sheet A-703 and A-741.

139. Reference; Architectural, GC110

Rooms 114 and 184 are shown with Wall Type S1AB and F1CA which do not have RF Shielding per the partition schedule, but the Security plan (GC110) calls for RF at these rooms' perimeters. Should these walls include RF Shielding and if so, does the RF Shielding go on the CMU behind the partition or between 2 layers of drywall? Is this a secure partition made with 16 gauge framing or can it be 20 gauge?

GOVERNMENT RESPONSE: Reference partition types general note #13 (A-501). Partitions marked for RF shielding per security plan (GC110) do require RF Shielding. RF Shield shall be placed on the CMU as per detail A4/A-503. Secure Partition Is captured though Masonry wall. 20 gauge framing is sufficient.

140. Reference: Architectural

In Room 121 does the RF Shielding on the CMU Wall need any kind of Drywall to protect it? If so, how many layers and what kind of metal framing is needed?

GOVERNMENT RESPONSE: Drywall is needed to protect RF Shielding. Provide wall type S1AE on East wall of room 121.

141. Reference: Electrical, Section 26 20 00 3.1.4

Wiring Methods of the WGC specifications state that conductors are to be installed in conduit "except where specifically indicated or specified otherwise." In section 27 10 00 3.1.1.1, Open Cable, it is stated that open cable in j-hooks is permitted for lighting controls. Please confirm open cable in j-hooks will be permitted for the installation of all lighting controls in the P-719 Wargaming Center building, even those installed under Division 26.

GOVERNMENT RESPONSE: Lighting controls conductors shall be installed in conduit. J-hooks are not permitted for lighting controls cabling.

142. Reference: Electrical, EL701

On Drawing EL701 Electrical Lighting General Note #39 indicates supplemental LED task lights with a dimming switch and integral occupancy sensor are to be contractor furnished, contractor installed.

Please confirm these lights and controls are to be provided with the FF&E package, and not by the electrical contractor. If these are to be provided by the electrical contractor please provide product catalog numbers as well as revised electrical drawings indicating locations and quantities of these task lights.

GOVERNMENT RESPONSE: Confirmed. The tasks lights are to be provided with the FF&E package.

143. Reference: Electrical, EP602

Please provide specifications for the PDUs shown on drawing EP602.

GOVERNMENT RESPONSE: A specification will be provided in a forthcoming amendment.

144. Reference: Electrical, Specification section 26 20 00 3.1.5.2

Restrictions Applicable to EMT, states, "Do not use in areas subject to severe physical damage including but not limited to equipment rooms where moving or replacing equipment could physically damage the EMT." Please confirm it is acceptable to install EMT in switchgear and mechanical rooms.

GOVERNMENT RESPONSE: EMT is acceptable in all electrical rooms. Provide RMC for conduits 8’ AFF and below in mechanical rooms. Conduits above 8’ AFF in mechanical rooms may be EMT, or other approved raceway method as specified.

145. Reference: Electrical, EP601

Switchboard indicates branch circuit metering, however, there is not a specification associated with branch circuit metering. Please advise what make/model meters are to be utilized.

GOVERNMENT RESPONSE: Switchboard submetering is specified in 26 24 13 2.2.5. Switchboard submeters are not sole-sourced and may be provided by any equipment vendor that can meet the performance requirements of the contract documents.

146. Reference: Electrical, EP601

Switchboard indicates main incoming power meter. Please confirm this meter is to be the Nexus 1272.

GOVERNMENT RESPONSE: Yes, MCB-Quantico has standardized on the Nexus 1272 for their building electrical metering. Please coordinate with the government for interconnecting the Nexus into the EMCS network in the main telecom room.

147. Electrical, EP602

Panelboards indicate incoming power metering, however, there is not a specification associated with panel metering. Please advise what make/model meters are to be utilized.

GOVERNMENT RESPONSE: Provide panelboard power metering to meet the performance requirements in 26 24 13 2.2.5 (switchboards). Panelboard meters are not sole-sourced and may be provided by any equipment vendor that can meet the performance requirements of the contractor documents.

148. Reference: Electrical, Specification section 27 10 00 2.5.1

Specification section 27 10 00 2.5.1 indicates (2) CFCI grommets shall be provided at every "seat" location. Please confirm that these grommets will be provided by the Raised Access Floor contractor.

GOVERNMENT RESPONSE: The general contractor shall determine who will provide the grommets.

149. Reference: Radon Mitigation, P-901

Radon system work note V14 on P-901 calls out future vent fans. Is the intent to install a passive system with the capability to become active? Please confirm radon system fans are not in contract.

GOVERNMENT RESPONSE: Confirmed.

150. Reference: Finishes, A742

Please confirm if the finish of the southeast column in Break Room 200 should be WDP-1 or PA-1.

GOVERNMENT RESPONSE: Southeast column in break room 200 should be PA-1, similar to, break room 221.

151. Reference: Finishes, A152

Please clarify ceiling type in Corridor C06. Finish schedule denotes GYP/PA-5, but the drawings show

ACT.

GOVERNMENT RESPONSE: Ceiling in Corridor C06 and C03 to be ACT-1, per reflective ceiling plans, see sheet A-143 and A-144.

152. Reference: Structural, S320

There are issues designing the Auditorium eighty-foot clear span truss connections. Structural detail B1/S320 show the trusses connected to a grouted bond beam. The detail also requires the truss connections to resist 600plf lateral load. Per gravity and wind loading, the trusses will be subject to uplift.

Post installed fasteners into grouted masonry are not capable of resisting loads of these magnitudes.

A continuous embedded steel plate would be required to develop a truss connection to resist the loads.

Please consider revising the detail to account for these loads.

GOVERNMENT RESPONSE: The design of the connection type and configuration to resist the truss and provided loading is a delegated design to be coordinated by the contractor. A continuous embed plate is an acceptable approach.

153. Reference: Architectural, A-113

Drawing A-113 shows cage storage lockers that do not appear in the specifications. Please provide details on these cage storage lockers.

GOVERNMENT RESPONSE: See specification 10 22 13 uploaded as an attachment to this amendment.

154. Reference: Mechanical 23 05 93

Specification 230593-3.3.4 implies that DALT is also required for duct systems with 3" water gauge and lower. We assume this means that DALT is required for low pressure supply duct downstream of the VAVs. Please verify.

GOVERNMENT RESPONSE: Confirmed. Also review duct construction schedule on sheet M-605 for additional information.

155. Reference: Finishes, A-715

Reference Drawing A-715. There is a callout for “Display Floor” in the auditorium, which is further clarified as a floor mounted LCD screen. Please confirm this LCD-screen will be a part of the AV package by owner. Please clarify how this screen is intended to be mounted to the flooring.

GOVERNMENT RESPONSE: Floor mounted LCD screen is being provided by the Government.

Contractor will have to coordinate screen mounting in access flooring using manufacturer’s standard details.

156. Reference: Finishes, 09 69 13

Reference Raised Access Flooring specifications. RF-1, RF-2, & RF-3 cannot be factory applied to access flooring in the current 12” X 24” tile. The tile would need to be 24” x 24” to laminate one to one and meet the specification requirements. Please advise if 24"x24" tile will be acceptable for access flooring inlay.

GOVERNMENT RESPONSE: Tiles (RF-1, RF-2, & RF-3) can be cut and factory applied per floor pattern to fit a 1:1 ratio.

157. Reference: Roofing, 073113

The asphalt shingles specification calls for a 50 year manufacturer's warranty which is well above industry standard. Please advise if a 20 year warranty will suffice in lieu of a 50 year.

GOVERNMENT RESPONSE: Provide 50 year manufacturer’s warranty.

158. Reference: ATFP

Please confirm if the façade systems must comply with any specific blast criteria or if the standoff distances and the fact that Quantico is a secure facility meets any such requirements.

GOVERNMENT RESPONSE: The minimum requirements of UFC 4-010-01 must be met. There are no blast requirements for the façade since the standoff distances of Standard 1 of UFC 4-010-01 are provided.

159. Reference: CG113, Note 3

The new storm drainage line at the northwest corner of Area 4 will require the removal of multiple trees (#6921, #6922, #6923, etc.). There is no replacement trees or landscaping shown on L163. Please advise.

GOVERNMENT RESPONSE: Any additional trees and shrubs removed as part of this project shall be replaced with the same or similar species. The minimum sizes shall be 2” caliber for deciduous trees, 6 feet tall for evergreen trees and 24” min. for shrubs.

160. Reference: L163, L103

The landscape plan L103 for parking Area 4 for the base bid condition (without the garage) seems to graphically indicate the trees and shrubs but they are not labeled. The parking garage landscape plan L163 labels them. Please confirm that the landscaping should be included with the garage CLIN and that the base bid condition without the garage will not include any landscaping around the surface parking lot.

GOVERNMENT RESPONSE: Correct. Landscaping shown near the parking garage and labeled on sheet L.163 should be included with the garage CLIN. There is no landscaping proposed around the surface parking lot.

161. Reference: 31 62 50, 3.4.1

The responsibility for retaining an engineering testing firm to provide Quality Assurance services for the rammed aggregate piers is indicated as either “The Owner or General Contractor.” Please clarify.

GOVERNMENT RESPONSE: GC to provide QA testing firm to be approved by the contracting officer.

162. Reference: S-110, Plan Note 5

Sheet S-110 Plan Note 5 states that Aggregate piers have a max spacing of 8ft. Spacing is usually left to the discretion of the RAP designer so long as the design meets the performance specifications, please advise if this is requirement can be waived.

GOVERNMENT RESPONSE: The requirement can be waived. The contractor’s designer must determine the appropriate locations and spacing for the aggregate piers to achieve continuous support at the minimum design bearing pressure below the footings.

163. Please provide unfactored service loads for all foundations requiring RAP support for both the Parking Deck and the Wargaming Center so that the RAP Designer can meet the project requirements of 1” total and ½” differential settlements.

GOVERNMENT RESPONSE: Refer to response to RFI 130.

164. Reference: B-XXX series

While the B-XXX series drawings with the boring logs have been provided, please provide the 9/5/19 Geo-Concepts Engineering Investigation and Report so that the RAP designer can review findings and conclusions of the sub-surface investigation.

GOVERNMENT RESPONSE: A copy of the geotechnical report will not be provided.

165. Reference: 31 62 50, 3.1.1.c.4

The RAP specifications section 3.1.1.c.4 require liquefaction settlement to be less than 1.5 inches. If this is an actual project requirement, please provide the design earthquake that the RAP’s must be designed for.

GOVERNMENT RESPONSE: Consideration of liquefaction is not required for the site.

166. Reference: 31 62 50

Since separate RAP specifications have been issued for both the Parking Deck and the Wargaming Center please provide guidance if a modulus test needs to be run for each building.

GOVERNMENT RESPONSE: A modulus test is required at both the Wargaming Center and Parking Structure site.

167. Reference: EP-501, EP-110 - A1 &B1

Each section states (2) spare conduits. However, each Gen set requires (3) sets of feeders. These sections show a total of (6) 4" conduits. Should spares required be a total of (3) in lieu of (2)?

GOVERNMENT RESPONSE: Correct. Each generator requires a feeder with (3) sets, therefore using (3) conduits. This description should indicate (3) spare conduits instead of (2).

168. Reference: EP-501, EP-110 - B3

The feeders from WGCX to MSB require (8) sets of feeders. Section B3 indicates (2) spares. However, Section B3 is a 12 way. Should there be (4) spares in lieu of 2?

GOVERNMENT RESPONSE: Correct. The feeder from WGCX to MSB requires (8) conduits, therefore the note should indicate (4) spare conduits in lieu of (2).

169. Reference: TN609, C2

The cable tags are missing from the cables extending from the GOVT COMM to the FPP. What cables are needed from GOVT COMM to FPP and between FPP on the same detail?

GOVERNMENT RESPONSE:

144 STRAND F08 SM FIBER FROM GOVT COMM TO FPP

48 STRAND F05 SM FIBER TO AV EQUIP 199 FPP, EXEC. CONF. 220 FPP, CONTROL ROOM 225

FPP

(2) 144 STRAND F08 SM FIBERS TO OPEN OFFICE 150 FPP’S

144 STRAND F08 SM FIBER TO WARGAMING 230

170. Reference: WGC+AND, 26 20 00 - 3.1.4

In the specifications for the P-719 Wargaming Center, section 26 20 00 3.1.4, Wiring Methods, it is stated that conductors are to be installed in conduit "except where specifically indicated or specified otherwise."

In section 27 10 00 3.1.1.1, Open Cable, it is stated that open cable in j-hooks is permitted for lighting controls. This RFI is to confirm that open cable in j-hooks will be permitted for the installation of all lighting controls in the P-719 Wargaming Center building, even those installed under Division 26.

GOVERNMENT RESPONSE: Open cable in j-hooks are not permitted for lighting controls. Provide all cabling for lighting controls in conduit.

171. Reference: EL701, Note 39

On sheet EL701, Electrical Lighting General Note #39 indicates supplemental LED task lights with a dimming switch and integral occupancy sensor are to be contractor furnished, contractor installed.

Please confirm these lights and controls are to be provided with the FF&E package, and not by the electrical contractor. If these are to be provided by the electrical contractor please provide product catalog numbers as well as revised electrical drawings indicating locations and quantities of these task lights.

GOVERNMENT RESPONSE: Confirmed. The tasks lights are to be provided with the FF&E package.

172. Reference: EP602

Please provide specifications for the PDUs shown on drawing EP602.

GOVERNMENT RESPONSE: A specification will be provided in a forthcoming amendment.

173. Reference: 26 20 00, 3.1.5.2

Specification section 26 20 00 3.1.5.2, Restrictions Applicable to EMT, states, "Do not use in areas subject to severe physical damage including but not limited to equipment rooms where moving or replacing equipment could physically damage the EMT." Please confirm it is acceptable to install EMT in switchgear and mechanical rooms.

GOVERNMENT RESPONSE: EMT is acceptable in all electrical rooms. Provide RMC for conduits 8’ AFF and below in mechanical rooms. Conduits above 8’ AFF in mechanical rooms may be EMT, or other approved raceway method as specified.

174. Reference: Div. 26

Switchboard indicates branch circuit metering, however, there is not a specification associated with branch circuit metering. Please advise what make/model meters are to be utilized.

GOVERNMENT RESPONSE: Switchboard submetering is specified in 26 24 13 2.2.5. Switchboard submeters are not sole-sourced and may be provided by any equipment vendor that can meet the performance requirements of the contract documents.

175. Reference: Div. 26

Switchboard indicates main incoming power meter. Please confirm this meter is to be the Nexus 1272.

GOVERNMENT RESPONSE: Yes, MCB-Quantico has standardized on the Nexus 1272 for their building electrical metering. Please coordinate with the government for interconnecting the Nexus into the EMCS network in the main telecom room.

176. Reference: Div. 26

Panelboards indicate incoming power metering, however, there is not a specification associated with panel metering. Please advise what make/model meters are to be utilized.

GOVERNMENT RESPONSE: Provide panelboard power metering to meet the performance requirements in 26 24 13 2.2.5 (switchboards). Panelboard meters are not sole-sourced and may be provided by any equipment vendor that can meet the performance requirements of the contractor documents.

177. Reference: 08 91 00, 2.3.2, A4&B4&C4/A-613&A591

Specification Section 08 91 00 only specify a thickness of L7 louvers. Please provide a depth of other louvers.

GOVERNMENT RESPONSE: Specification is for all louvers.

178. Reference: A3&A4/A-465

The aluminum storefront system at the East Stair Tower, North and West elevations, does not appear to be dimensioned equally vertically. Please provide detail dimensions for the aluminum storefront system.

GOVERNMENT RESPONSE: Refer to dimensions on section sheets. Refer to top and bottom of opening references labeled on A-465.

179. Reference: C1/A-404

Toilet Seat Cover Dispensers (TSC-1) are typical at each stall, but there is no TSC-1 shown at TLT 189.

Please confirm this bathroom does not receive a TSC-1.

GOVERNMENT RESPONSE: Provide a (TSC-1) Seat Cover Dispenser at toilet room 189, similar to, Toilet room 102 and 103.

180. Reference: ES102

Drawing ES102 references EP511, for information regarding the Cinder City Substation. But drawing EP511 has not been provided. Please provide EP511.

GOVERNMENT RESPONSE: “Site” electrical detail drawings EP510 through EP517 are located towards the front of the electrical section. Please refer to the sheet list on G-004.

181. Reference: CD103

Per Drawing CD103, note 10 and CS013, note 2, states to mill asphalt roadway, 2" depth. Please confirm this will be covered under CLIN 0007 and is inclusive of the 1,000 SY quantity provided.

GOVERNMENT RESPONSE: REVISE Drawing CD103 Note 10 and CS013 Note 2 to state milling depth of 1.5”.

182. Reference: CD100

Please confirm CLIN 0005 is to cover all encountered existing foundations, inclusive of foundations for existing buildings #707, #709, #710, #3034, #3034A, #3080, and #3094T, and any existing site structures as there is no way to determine which buried foundations are less than 1 CY, and existing slab-on-grade concrete is to be removed as part of the base bid.

GOVERNMENT RESPONSE: CLIN 0005 is reserved exclusively for unknown items encountered during construction that are not identified in the Contract Documents. Refer to RFI #277 response for related information.

183. Reference: A4/A-584

Finish Schedule A-701 indicates that the thickness of AWP-3 is 2". Section A4/A-584 indicates the thickness of AWP-3 as 1". Please confirm the correct thickness of AWP-3.

GOVERNMENT RESPONSE: AWP-3 should be 2” thick to meet the 1.05 NRC rating.

184. Reference: Price Schedule

CLIN 0008 refers to note 10 which allows the government 365 calendar days after the contract award to award CLIN 0008 - Parking Garage. Please confirm all site enablement (ie., site structure demo, utilities, grading, etc.) can be completed under CLIN 0004 Sitework at start of project NTP, and not NTP of the parking structure.

GOVERNMENT RESPONSE: CLIN 0008 includes all work shown in the parking garage drawings set (NAVFAC Drawing #’s 13130399-13130507) and the parking garage specifications. All site enablement activities shown in the Wargaming Center and ADN drawing sets are considered to be part of CLIN 0004 and can commence at project NTP.

185. Reference: Price Schedule

CLIN 0002 refers to note 10 which allows the government 365 calendar days after the contract award to award CLIN 0008 - Parking Garage. Please confirm that note 10 is not related to CLIN 0002 and is only related to CLIN 0008.

GOVERNMENT RESPONSE: Confirmed. The Price Schedule has been revised. CLIN 0002 has been revised to refer to Note 9. Please utilize the attached P719 Wargaming Center Price Schedule dated 14 December 2020 uploaded with this amendment.

186. Reference: General

Defense Priority Allocation System (DPAS) is mentioned in the docs, but no rating is provided. Does DPAS apply to this project, and if so, can you please provide the rating?

GOVERNMENT RESPONSE: See Clause 52.211-14.

187. Reference: S-001

Structural General Notes on Dwg S-001, A. General, Note #3.c makes reference to DoD Minimum Antiterrorism Standards for Buildings. Does this requirement apply to the cold-formed roof trusses? If it does, please provide the following: Stand-off Distance, Charge Weight and UFC 4-010-01 Required Level of Protection.

GOVERNMENT RESPONSE: The design incorporates the minimum requirements of UFC 4-010-01.

The minimum requirements are no longer dependent on a stand-off distance, charge weight, level of protection, or material specific requirements. No additional blast design requirements are required to meet UFC 4-010-01.

188. Reference: Price Schedule, 01 30 10.00 20

The Price Schedule identifies item 0009 with a budget of $2,175,476 for the FF&E. Section 01 30 10.00 20 paragraph 3.6 outlines a submittal requiring staging and photography after the FF&E installation.

Please confirm if the costs for this staging and photography are included in the FF&E Budget amount.

GOVERNMENT RESPONSE: FF&E Budget amount includes furniture only.

189. Reference: A2/A-544, B1/S-522

Dwg A2/A-544 shows a drywall Acoustic-RF Ceiling at the 2nd floor while Dwg B1/S-522 shows metal decking in the same location. Please clarify.

GOVERNMENT RESPONSE: Dwg A2/A-544 Acoustic RF Ceiling should be used.

190. Reference: CS103

Per Drawing CS103, the project site location that the parking garage CLIN-0008 is to be constructed indicates a Chip Seal Surface Parking Lot. Please confirm if this chip seal surface parking lot with curb and gutter, pavement markings, wheel stops, etc., per drawing CS103 is to be included in the base bid, or if this should be omitted from the project scope.

GOVERNMENT RESPONSE: Chip seal parking lot and related improvements shown in Area 4 is to be included in the base bid.

191. Reference: A-711

The flooring at the area outside of Women's Restroom 157 and Men's Restroom 158 is unlabeled. Please confirm if this area is to be finished in tile to match the restrooms or AF-1/CPT-1/RB-1 to match the Open Office 150 floor type.

GOVERNMENT RESPONSE: There will be no access flooring in that location. Flooring should be CPT-1 with RB-1 to match Open Office 150.

192. Reference: S-110

Plan Note 5 states that Aggregate piers have a max spacing of 8ft. Spacing is usually left to the discretion of the RAP designer so long as the design meets the performance specifications, please confirm if this is requirement can be waived.

GOVERNMENT RESPONSE: The requirement can be waived. The contractor’s designer must determine the appropriate locations and spacing for the aggregate piers to achieve continuous support at the minimum design bearing pressure below the footings.

193. Can unfactored service loads for all foundations requiring RAP support for both the Parking Deck and the Wargaming Center so that the RAP Designer can meet the project requirements of 1” total and ½” differential settlements.

GOVERNMENT RESPONSE: Refer to response to RFI 130.

194. Reference: B series

While B series drawings have provided boring logs, please provide the 9/5/19 Geo-Concepts Engineering Investigation and Report so that the RAP designer can review findings and conclusions of the sub-surface investigation.

GOVERNMENT RESPONSE: The geotechnical reports will not be provided.

195. Reference: Specifications section 3.1.1.c.4

The RAP specifications section 3.1.1.c.4 require liquefaction settlement to be less than 1.5 inches. If this is an actual project requirement, please provide the design earthquake that the RAP’s must be designed for.

GOVERNMENT RESPONSE: Consideration of liquefaction is not required for the site.

196. Since separate RAP specifications have been issued for both the Parking Deck and the Wargaming Center please confirm if a modulus test needs to be run for each building.

GOVERNMENT RESPONSE: Refer to response to RFI 132.

197. Reference: A-442, A-703

Executive Conference Rooms 212, 220, and 232 all have elevation B2/A-442 for the casework, showing wood base. Finish Schedule A-703 shows wood base in room 232, but rubber base in rooms 212 and

220. Please verify if rooms 212 and 220 should have wood base instead.

GOVERNMENT RESPONSE: RB-2 was removed from the project and should read WDB-1. All executive conference rooms to receive WDB-1

198. Reference: A-442, A-731

Elevation C4/A-442 at the 101 Lobby Display cases shows WD-1 in elevation, while Wall Finish Plan A- 731 shows WDP-1. Please confirm this should be WDP-1.

GOVERNMENT RESPONSE: Lobby Display cases should be WDP-1.

199. Reference: A-442, A-732

Elevation A1/A-442 at the 109 Foyer shows WD-1 in elevation, while Wall Finish Plan A-732 shows WDP-

1. Please confirm this should be WDP-1.

GOVERNMENT RESPONSE: Foyer catering station should have WDP-1 wrapped bump-outs.

200. Reference: Section 12 61 13, A-700

Is the Fixed Audience Seating to have Tablet Arms? Tablet arms only seem to appear in the Warranty section of the specification.

GOVERNMENT RESPONSE: No tablet arm required for fixed auditorium seating.

201. Reference: Section 12 61 13, A-700

For the Fixed Tables, would a laminate finish be acceptable in lieu of wood?

GOVERNMENT RESPONSE: Fixed tables (FT-1) to be a wood worksurface with solid wood edge.

202. Reference: Section 14 24 23

Section 14 24 23 paragraph 2.1.1.1 lists Elevators 1, 2, and 3 as Class A passenger elevators. Paragraph

2.1.1.2 lists Elevator 3 as a Class C3 freight elevator. Please confirm that there are two (2) passenger elevators (#1, #2) and one (1) freight elevator (#3) in the main building.

GOVERNMENT RESPONSE: Confirmed.

203. Reference: A-583

Section A1/A-583 shows a SSF-4 sill. SSF-4 is not defined. Please confirm that this should be SSF-3 as shown in Section A3 on the same drawing.

GOVERNMENT RESPONSE: Provide SSF-3 at sill, as shown on A3/A-583.

204. Reference: B1/A-451

PP-1, PP-2, PP-3, PP-4 are typically shown in elevations as 10'-0" tall. These panels are made 4' x 8'.

There will need to be a horizontal seam at these 10'-0" high walls. Please confirm.

GOVERNMENT RESPONSE: Panels are to be edge matched if cut down. Custom sizes are typically available, if needed.

205. Reference: Section 06 20 00

Section 06 20 00 paragraph 2.1.4 calls out Utility Shelving.. Where does this apply on the project?

GOVERNMENT RESPONSE: Utility Shelving not in Project.

206. Reference: A-416

Please provide a better detail for the Wood Wall cap in the Auditorium. It's not very clear what is required.

GOVERNMENT RESPONSE: A wood wall cap detail will be provided.

207. Reference: A-416

Please provide a detail for what happens with the Wood Wall cap at the end of the knee walls. Does the wall cap terminate at a 90 degree angle? Or does it somehow miter to form an angle?

GOVERNMENT RESPONSE: A mitered corner will need to be provided at the appropriate angle.

208. Reference: 01 14 00 - 1.4

P-719 Wargaming Center Specification Section 01 14 00 - 1.4 calls for (2) Construction Site Security Guards and (1) Site Security Manager. 1) P-719 Wargaming Center Garage Specifications do not include any provisions regarding Construction Site Security Guards or Site Security Manager. Please confirm that there are no requirements to guard the Garage during construction. 2) Is the intent to continuously guard the Wargaming Center and Area Distribution Node throughout construction working hours? Or are the guards only required during finish work as defined by 01 14 00 - 1.3.1.2.2? 3) Are there any requirements to guard or monitor the Wargaming Center and Area Distribution Node outside of construction working hours? 4) Do the areas "off site" such as Cinder City Substation and utility work require guards during construction working hours? 5) Spec Section 01 14 00 - 1.3 refers to U.S. firms using U.S. Citizens vetted through the Marine Corps Base Quantico's Provost Marshalls Office (PMO). Per other RFI responses, its our understanding that U.S. Persons are acceptable for all work, please correct if we are mistaken.

Regarding PMO office, what are their vetting requirements for firms and U.S. Persons? Do they use the same vetting as DBIDS?

GOVERNMENT RESPONSE: 1) Confirmed – the parking garage site will not require security guards or a site security manager. The SSM will be a government employee. The contractor shall provide the construction security guards. 2) Access to the WGC site must be controlled during working hours. A secure perimeter with guards must be established prior to commencing new construction work. 3) The contractor is not responsible for guarding the site after it has been secured each workday. 4) Work outside the WGC secure site does not have to be monitored by security guards. 5) U.S persons are acceptable for all work. The PMO office utilizes the DBIDS system to vet personnel.

209. Reference: 01 14 00 - 1.4

P-719 Wargaming Center Specification Section 01 14 00 - 1.4 states, "The secure areas indicated must comply with ICS 705-1, ICD/ICS 705 Tech Spec V1.5 dated March 13, 2020 and CNSSAM TEMPEST/1- 13." 1) ICD/ICS 705 Tech Spec V1.5 dated March 13, 2020 states, "Prior to awarding a construction contract, a CSP for each project shall be developed by the SSM and approved by the AO." Do we need to submit a CSP as part of the Phase 2 Bid Solicitation. 2) Please confirm that the design guidelines detailed within ICS 705-1, ICD/ICS 705 Tech Spec V1.5 dated March 13, 2020 have already been included in all the Bid/Contract Documents (we are assuming that we do not have to extrapolate the details in ICS tech specs and apply them to the Bid/Contract Documents / Design Drawings).

GOVERNMENT RESPONSE: The CSP has been provided by the SSM and is attached to the specifications – 01 14 00. The design guidelines for ICD 705 have been included in the Contract documents.

210. Reference: 26 20 00 - 3.1.4

In the specifications for the P-719 Wargaming Center, section 26 20 00 3.1.4, Wiring Methods, it is stated that conductors are to be installed in conduit "except where specifically indicated or specified otherwise."

In section 27 10 00 3.1.1.1, Open Cable, it is stated that open cable in j-hooks is permitted for lighting controls. This RFI is to confirm that open cable in j-hooks will be permitted for the installation of all lighting controls in the P-719 Wargaming Center building, even those installed under Division 26.

GOVERNMENT RESPONSE: Lighting controls conductors shall be installed in conduit. J-hooks are not permitted for lighting controls cabling.

211. Reference: EL - 701

On sheet EL701, Electrical Lighting General Note #39 indicates supplemental LED task lights with a dimming switch and integral occupancy sensor are to be contractor furnished, contractor installed. Please confirm these lights and controls are to be provided with the FF&E package, and not by the electrical contractor. If these are to be provided by the electrical contractor please provide product catalog numbers as well as revised electrical drawings indicating locations and quantities of these task lights.

GOVERNMENT RESPONSE: Confirmed. The tasks lights are to be provided with the FF&E package.

212. Reference: EP602

PDUs are shown on drawing EP602, but do not have a specification for them. Please provide specifications for the PDUs.

GOVERNMENT RESPONSE: A specification will be provided in a forthcoming amendment.

213. Reference: 26 20 00 - 3.1.5.2

Specification section 26 20 00 3.1.5.2, Restrictions Applicable to EMT, states, "Do not use in areas subject to severe physical damage including but not limited to equipment rooms where moving or replacing equipment could physically damage the EMT." Please confirm it is acceptable to install EMT in switchgear and mechanical rooms.

GOVERNMENT RESPONSE: EMT is acceptable in all electrical rooms. Provide RMC for conduits 8’ AFF and below in mechanical rooms. Conduits above 8’ AFF in mechanical rooms may be EMT, or other approved raceway method as specified.

214. Reference: Division 26

Switchboard indicates branch circuit metering, however, there is not a specification associated with branch circuit metering. Please advise what make/model meters are to be utilized.

GOVERNMENT RESPONSE: Switchboard submetering is specified in 26 24 13 2.2.5. Switchboard submeters are not sole-sourced and may be provided by any equipment vendor that can meet the performance requirements of the contract documents.

215. Reference: Division 26

Switchboard indicates main incoming power meter. Please confirm this meter is to be the Nexus 1272.

GOVERNMENT RESPONSE: Yes, MCB-Quantico has standardized on the Nexus 1272 for their building electrical metering. Please coordinate with the government for interconnecting the Nexus into the EMCS network in the main telecom room.

216. Reference: Division 26

Panelboards indicate incoming power metering, however, there is not a specification associated with panel metering. Please advise what make/model meters are to be utilized.

GOVERNMENT RESPONSE: Provide panelboard power metering to meet the performance requirements in 26 24 13 2.2.5 (switchboards). Panelboard meters are not sole-sourced and may be provided by any equipment vendor that can meet the performance requirements of the contractor documents.

217. Reference: 01 45 35, Dwg. S-461

Per Specification 01 45 35 - Special Inspections, the third party inspection agency appears to be the responsibility of the Contractor, however per drawing S-461, note 10.E., it states that the Owner's Testing Agency must perform all shop drawings and field inspection and Testing as outlined above. Please confirm that all third-party testing and inspection services will be performed and contracted by the Owner.

GOVERNMENT RESPONSE: Provide special inspections per specifications.

218. Reference: CE505

Per drawing CE505, 'Cinder City - Sequence of Construction' notes, the contractor is to remove, relocate, and later reinstall an existing storage shed. Please provide information on the size of the storage shed and where it is being relocated to. Does this storage shed have any Mechanical or Electrical hookups?

Will all the contents of the storage shed be removed prior to relocating?

GOVERNMENT RESPONSE: Refer to Drawing ES102 for relocation of storage shed and Drawing ED112 for electrical disconnection. Contents of shed will be emptied by Government. REMOVE Intermediate item #5 from Cinder City Sequence of Construction on Drawing CE505.

219. Reference: General

Please confirm all site acceptance, warranty, and maintenance begins at the end of the period of performance of 470 days from contract award for site items (ie. Landscaping), and not the end of contract completion.

GOVERNMENT RESPONSE: Previous RFI responses have indicated that the all site work (fencing, access road, landscaping, etc) and utilities serving the ADN will have a period of performance of 470 days. The warranty period will begin on the date of acceptance of these facilities and site work.

220. Reference: Section 01 30 01.00 20

Section 01 30 01.0 20, paragraph 3.6 calls for an Interior Photography Submittal. Please confirm that this cost should be in our base contract (CLIN 0001) and is not part of the FF&E Allowance (CLIN 0009).

GOVERNMENT RESPONSE: Confirmed.

221. Reference: Geotechnical

It appears we have not received the referenced geotechnical report. Please provide GeoConcepts Engineering report dated September 5, 2019 and any relevant geotechnical data for the project.

GOVERNMENT RESPONSE: The geotechnical report will not be provided.

222. Reference: S-402

Please provide the loading info for “FTG 8.0” as its shown on the mechanical yard detail on S-402.

GOVERNMENT RESPONSE: The footings within the mechanical yards are lightly loaded and therefore can be designed with 2000 psf allowable bearing pressure. These footings do not require ground improvement using aggregate piers.

223. Reference: S-110

Please provide unfactored loading at each spread / strip footing for the parking garage similar to schedule for the Wargaming Center on sheet S-110.

GOVERNMENT RESPONSE: Refer to response to RFI 130.

224. Reference: S-110

Please provide the footing load for WF3.0.

GOVERNMENT RESPONSE: The foot load should be 15 klf for WF3.0.

225. Reference: Structural

Please confirm if exterior stairs, mechanical pads, sump pits or related areas require aggregate piers.

GOVERNMENT RESPONSE: Exterior stairs, mechanical pads, sump pits, and equipment pads do not require aggregate piers.

226. Reference: Structural

Please confirm that any structure not labeled in "Wall Footing Schedule" or "Column Footing Schedule" does not require aggregate piers.

GOVERNMENT RESPONSE: All building foundations supporting columns, masonry walls, and elevator pits shown on the structural drawing require aggregate piers. Refer to the structural details for additional information. Structures in the equipment yards and access stairs, such as the retaining walls, loading dock walls, and equipment pads, do not require aggregate piers.

227. Reference: Structural

Please provide foundation service loads for use in the aggregate pier design.

GOVERNMENT RESPONSE: Refer to response to RFI 130.

228. Reference: Div 27

Are pre-terminated fiber optic cable assemblies from the manufacturer to be installed on this project?

GOVERNMENT RESPONSE: PRE-TERMINATED BY THE MANUFACTURER OR FUSION SPLICED

IN THE FIELD ARE ACCEPTABLE. NO MECHANICAL TERMINATIONS ARE ALLOWED.

229. Reference: Div 27

Should the CNSSAM TEMPEST Red/Black installation guide be utilized in the installation of telecommunications cabling on this project?

GOVERNMENT RESPONSE: Yes.

230. Reference: Div 27

Will all fiber optic cables outer jackets need to be color coded or be labeled with the type of network? If so, what is the frequency of labels placed on the cables during installation (ex. one every 20ft)

GOVERNMENT RESPONSE: YES, ALL CABLES ARE REQUIRED TO BE COLOR CODED. CABLE

LABEL FREQUENCY SHALL BE ONCE WITHIN 12” OF EACH TERMINATION ON BOTH ENDS.

CABLE COLOR CODING IS AS FOLLOWS

UNCLASSIFIED:

.EDU NETWORK – GREEN

MCEN – GREEN

DREN – GREEN

CLASSIFIED/SECRET:

MCEN-S – RED

DREN-S – RED

COALITION – BLUE

YELLOW NETWORK - YELLOW

231. Reference: Div 27

What Type of Shielded cable is required for the Category 6 Cables run from the consolidation points to the Telecom Rooms?

GOVERNMENT RESPONSE: ALL UNCLASSIFIED HORIZONTALCOPPER CABLING SHALL BE UTP

CAT 6

ALL CLASSIFIED HORIZONTAL COPPER CABLING SHALL BE STP CAT 6

232. Reference: TN-404

In the Server Room 184 Equipment schedule it calls for a cooling pod to be installed inline with the rows of cabinets as part of the Hot Aisle Containment system. What is the basis of design for these cooling Pods

GOVERNMENT RESPONSE: TO CLARIFY THE HOT AISLE CONTAINMENT SYSTEM IS AN

ENCLOSURE WHICH WE REFERENCED AS “PODS” TO IDENTIFY THAT THERE ARE SEVERAL

OF THEM. THE BASIS OF DESIGN IN ROW CRAH IS STULZ ATS UNIT MODEL CRS-090

233. Reference: Div 27

Will the telecommunications cabinets be required to have a seismic rating? If so those models do not come with leveling feet.

GOVERNMENT RESPONSE: YES, SEISMIC IS REQUIRED. LEVELING FEET ARE NOT REQUIRED.

234. Reference: TN-110

On drawing TN110, should Yellow Zone Box 166-A located in Conference Room 166 be routed to the Orange Network Rack as well as the Yellow Zone Boxes in Open Office 150? If not, does the zone box have a location where it should be routed to?

GOVERNMENT RESPONSE: NO, THE YELLOW ZONE BOX 166-A ONLY FEEDS AREAS WITHIN

THAT SECURE PORTION OF THE BUILDING (REFER TO THE ARCHITECTURAL SECURITY WALL

PLAN). THE OPEN OFFICE YELLOW CONSOLIDATION POINTS AND THE ORANGE CABINET IN

150 ARE FED FROM A YELLOW ZONE BOX WITHIN 150.

235. Reference: A-700, Sect 095100-2.2.1.4

Finish Legend A700 indicates ACT-1 Optima #3250, which is a Square Tegular edge tile; Specs. 095100

– 2.2.1.4 indicate a Square edge detail, that would be Optima #3150. Please clarify which acoustical ceiling tile is correct.

GOVERNMENT RESPONSE: Provide Square regular edge, per finish legend A-700.

236. Reference: Sect 092900-2.1.5

Specs. 092900 – 2.1.5 indicate Abuse gypsum board, however, there is no indication of the location(s) where to include it. Please confirm Abuse gyp. board is included in this project and indicate where.

GOVERNMENT RESPONSE: Provide gypsum board as indicated in partition types.

237. Reference: A-700

The size of the ceiling trim at the vaulted ceilings light coves is not indicated; per detail B2/A-543 it appears to be more than 4”, while CCT-1 ceiling trim per Finish Legend/Basis Of Design on A-700 is 2”.

Please clarify the size of trim to include at the light coves B2/A-543.

GOVERNMENT RESPONSE: Use Gyp as per drawing B2/A-543.

238. Reference: 27 10 00 2.3.2.1

Please clarify if Cat6 between TR and CP should be UTP or STP?

GOVERNMENT RESPONSE: ALL UNCLASSIFIED HORIZONTAL COPPER CABLING SHALL BE

UTP CAT 6

ALL CLASSIFIED HORIZONTAL COPPER CABLING SHALL BE STP CAT 6

239. Reference: 27 10 00 2.3.2.1

Should unclass be UTP and class be STP?

GOVERNMENT RESPONSE: ALL UNCLASSIFIED HORIZONTAL COPPER CABLING SHALL BE

UTP CAT 6

ALL CLASSIFIED HORIZONTAL COPPER CABLING SHALL BE STP CAT 6

240. Reference: 27 10 00 2.3.2.1

Should unclass have a green jacket and class a red jacket?

GOVERNMENT RESPONSE: CABLE COLOR CODING IS AS FOLLOWS

UNCLASSIFIED:

.EDU NETWORK – GREEN

MCEN – GREEN

DREN – GREEN

CLASSIFIED/SECRET:

MCEN-S – RED

DREN-S – RED

COALITION – BLUE

YELLOW NETWORK - YELLOW

241. Reference: 27 10 00 2.3.2.1

Please confirm STP can be F/UTP (foiled UTP)?

GOVERNMENT RESPONSE: Yes.

242. Reference: 27 10 00 2.3.2.2

Please clarify if fiber between TR and ZB and CP should be SM or OM3?

GOVERNMENT RESPONSE: FIBER OPTIC CABLING BETWEEN THE TR, ZB, AND CP SHALL BE

OS1. ONLY THE DEDICATED AV FIBER SHALL BE OM3 (REFER TO THE T-600 SERIES RISERS)

243. Reference: 27 10 00 2.3.2.2

Please clarify if cable jacket needs to be color coded per network?

GOVERNMENT RESPONSE: CABLE COLOR CODING IS AS FOLLOWS

UNCLASSIFIED:

.EDU NETWORK – GREEN

MCEN – GREEN

DREN – GREEN

CLASSIFIED/SECRET:

MCEN-S – RED

DREN-S – RED

COALITION – BLUE

YELLOW NETWORK - YELLOW

244. Reference: 27 10 00 2.3.2.2

Please clarify jacket color if required?

GOVERNMENT RESPONSE: CABLE COLOR CODING IS AS FOLLOWS

UNCLASSIFIED:

.EDU NETWORK – GREEN

MCEN – GREEN

DREN – GREEN

CLASSIFIED/SECRET:

MCEN-S – RED

DREN-S – RED

COALITION – BLUE

YELLOW NETWORK - YELLOW

245. Reference: 27 10 00 2.4.2

Please clarify if cabinets should be color coded to match network?

GOVERNMENT RESPONSE: CABINETS DO NOT NEED TO BE COLOR CODED

246. Reference: 27 10 00 2.4.2

Please clarify if cabinets should only have roof and rear door vented?

GOVERNMENT RESPONSE: CABINETS NEED TO BE VENTED ON FRONT, BACK AND TOP.

247. Reference: 27 10 00 2.4.2

Should vented door be full height or just the top half?

GOVERNMENT RESPONSE: Full Height.

248. Reference: 27 10 00 2.4.2

Please clarify vented or perforated?

GOVERNMENT RESPONSE: Vented

249. Reference: 27 10 00 2.4.2

With the Hot Aisle Containment, do you also want the front door vented or perforated to allow maximum air flow?

GOVERNMENT RESPONSE: YES, FRONT DOOR ALSO NEEDS TO BE VENTED

250. Reference: 27 10 00 2.4.2

Where is the fan with filter to be mounted and in which direction should it draw and exhaust?

GOVERNMENT RESPONSE: FRONT TO BACK IN SERVER ROOM AND FRONT TO TOP IN OTHER

COMM ROOMS.

251. Reference: 27 10 00 2.4.2

Since the project site is in VA, please confirm ACSE 7-05 Chapter 13 Seismic compliance is required?

GOVERNMENT RESPONSE: YES, PER SCHEDULES ON TN-400 SERIES CABINETS ARE

REQUIRED TO MEET ACSE 7-05 CHAPTER 13 SEISMIC.

252. Reference: 27 10 00 2.4.2

If seismic compliance is required, then please confirm leveling feet will not be required?

GOVERNMENT RESPONSE: Confirmed.

253. Reference: 27 10 00 2.4.2

Please clarify if a keypad is required with the smart handles or card reader only?

GOVERNMENT RESPONSE: REQUIREMENT IS FOR CARD READER ONLY

254. Reference: 27 10 00 2.5.1

Please clarify if ZB and CP should be mounted to the side of the underfloor basket tray as depicted on drawing TN502 or mounted within 2x2 floor tile as stated in the spec?

27 10 00 2.5.1…

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