W9123621R2003_0011.pdf

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

Amendment 0011 is issued to provide the follow ing:

1. Provide changes to the technical documents.

2. Incorporate projnet responses into the solicitation.

Refer to continuation page for further details.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 24

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

16C. DATE SIGNED

BY 22-Dec-2021

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 W9123621R2003

X 9B. DATED (SEE ITEM 11)

21-Jan-2021

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

22-Dec-2021

CODE

USACE NORFOLK DISTRICT OFFICE

CONTRACTING OFFICE

803 FRONT STREET

NORFOLK VA 23510-1011

W91236 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9123621R2003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT 0011

CONTINUATION SHEET:

Amendment 0011 is issued to provide the following:

1. Provide technical changes;

2. Incorporate projnet responses into the solicitation

1. Technical documents are hereby revised. Additionally, see attachments accompanying this amendment.

CONTRACT DRAWINGS

The following Drawing sheets are revised and accompany this amendment. Delete the existing associated drawing and add the following:

• ARCHITECTURE: AS502, A-201

SPECIFICATION PROJECT TABLE OF CONTENTS

The following specification is deleted in its entirety:

• 07 61 15.00 20 - ALUMINUM STANDING SEAM ROOFING

The following specifications are added:

• 07 61 14.00 20 - STEEL STANDING SEAM ROOFING

SPECIFICATIONS

The following specifications are revised and accompany this amendment. Delete the existing associated section and add the following:

• 23 09 23- DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING CONTROL

SYSTEMS

2. Projnet response are hereby incorporated:

INDUIRY ID 9022481

Is the NIST SP 800-171 listed on page 12 of the solicitation a requirement for award for this project and if so what is the required level of assessment needed for the Prime Contractor? Subcontractors?

GOVERNMENT RESPONSE

Interim DFARS Rule 2019-D014 requires the inclusion of DFARS 252.204-7019 and 252.204-7020 in this contract and solicitation. However, the requirements contained in DFARS 252.204-7019 and 252.204-7020 are not applicable to this contract and the awardee will not be required to have posted an assessment on SPRS. We recommend that any additional questions regarding the requirements of these clauses be directed to the offerors' attorneys.

INQUIRY ID 9040829

Is it acceptable to submit PPQ evaluations from previously submitted solicitations?

GOVERNMENT RESPONSE

Yes, providing the PPQ evaluation previously submitted under another solicitation is acceptable, as long as it is in the specified format and is not included by reference

INQUIRY ID 9045709

RFP Section 00 21 16, paragraph 5.2.1 TAB B - FACTOR 1 – SPECIALIZED EXPERIENCE: Paragraph 5.2.1 indicates, "For a submitted project to be considered "Recent", it should be more than approximately 75% complete based on amount invoiced or turned over no more than ten (10) years preceding the issuance of this Solicitation." Given the unique, specialized nature of the anticipated F22 Consolidated Operations and Maintenance Hanger (COMH), at Langley AFB, and the relatively limited number of recently completed similar facilities, we respectfully request that the "Recent" timeframe adjust to "...turned over no more than twelve (12) years...".

GOVERNMENT RESPONSE

The requirement remains unchanged.

INQUIRY ID 9045736

The RFP states each volume's page parameter is to be set up using a "0" gutter parameter. Is a two-column layout acceptable?

GOVERNMENT RESPONSE

There is no limitation on the number of columns. Formatting requirements identified in the solicitation still apply.

INQUIRY ID 9054002

RFP Section 00 21 16, page 20 of 85, paragraph 1.6 states "The Government will not undertake to compare or conduct a selection decision until after all factors have been evaluated." Prior to when the RTA design package becomes available via amendment, we respectfully request that the government issue evaluation notices to offerors exhibiting proposal weaknesses and deficiencies for Factor 1, Specialized Experience, and Factor 2, Past Performance.

GOVERNMENT RESPONSE

In accordance with FAR Part 15.306, the Government does not intend to conduct discussions until all proposals are evaluated against all evaluation factors.

INQUIRY ID 9445489

Furniture and Furniture Installation specification mentions an FF&E Package Attachment. The FF&E Package Attachment was not included in the bid documents on Beta/Sam's website. Please provide the FF&E Package Attachment.

GOVERNMENT RESPONSE

Per Amendment 5, The RTA FFE package has been provided as Attachment 14 – COMH – RTA FFE_17MAR21.pdf

INQUIRY ID 9448986

Specification Section 01 14 00-1.5.6 indicates the Contractor will not be allowed to take photographs at any time;

this is in conflict with Specification 01 30 00-1.4, 1-5 which specify the requirement for photo documenting pre-existing conditions as well as monthly progress photos.

GOVERNMENT RESPONSE

Photos shall be limited to the facility construction and grounds within the limits of disturbance for project related activities only. this includes monthly progress photos and documentation of the site. Photo distribution and access shall be on a need to know basis within the contractor's project team and the Government.

Pictures of the airfield and aircraft are expressly prohibited unless otherwise authorized and approved by the COR and shall not be assumed to be authorized for normal construction.

INQUIRY ID 9449004

Specification Section 02 42 91-3.2 identifies salvaged materials and appears to be written that all the noted items in full quantity shall be salvaged. While general note F on the overall demolition plan sheets AD101, AD102 and AD103 indicates the Contracting Officer reserves the right to salvage any materials prior to commencement with the building demolition. In addition sheets AD101, AD102 and AD103 do not define or depict quantities of specific elements to adequately price the requirements of 02 42 91-3.2. Please clarify the scope and or quantities of desired salvaged items.

GOVERNEMNT RESPONSE

"Specification 02 42 91, DELETE paras 3.2 thru 3.2.5"

INQUIRY ID 9449012

Please clarify if the Contractor is required to submit the project E&S Plans to VDEQ to obtain the requite VSMP permit coverage as there appear to be conflicting requirements within specification 01 57 19.

GOVERNMENT RESPONSE

The SWM and ESC Plan was approved on 03/02/2021; only changes to the approved plan will need approval from

DEQ.

INQUIRY ID 9449023

Please confirm that the high mast foundation indicated by detail D7/S-509 is 16'-6" square

GOVERNMENT RESPONSE

Confirmed. Footing is 16'-6" square in plan.

INQUIRY ID 9449045

Detail A1 / S-514 indicates a Fall Protection Trolley Anchor on the bottom flange of the W12 Trolley Beam. There is no indication of how many trolley anchor points are to be provided and there is no specification describing the product or capacity of the trolley anchors.

GOVERNMENT RESPONSE

Provide one fall protection trolley anchor per trolley beam. Fall protection attachment load criteria is defined by OSHA 1910.140. Provide a trolley anchor that is OSHA compliant and meets the dimensional constraints as detailed in A1/S-514 (i.e. trolley beam flange width, height clearance to truss)

INQUIRY ID 9449068

Sheet Note 1 on FX102 describes draft curtains within the aircraft hangar. There are no details or specifications for the draft curtain construction.

GOVERNMENT RESPONSE

Provide draft curtains meeting performance requirements per UFC 4-211-01 change 2 section 3-3.1.10 and NFPA 409, chapter 5, section 5.17 as referenced by the UFC. Shop drawings and materials submittals to be approved by QFPE. The draft curtain depth must comply with UFC 4-211-01 at all locations however, it is not required for the bottom edge of the draft curtain to be parallel to the floor.

INQUIRY ID 9449075

The diagonal parking configuration at Danforth Ave. as indicated on Sheets CS103 and CS104 appear to show the CLIN 0008 Bid Option 4 configuration. What is the Base Bid Condition in the event that Bid Option 4 is not exercised?

GOVERNMENT RESPONSE

Base bid is sodded turf graded to drain, concrete curb and gutter and concrete sidewalk continuously along Danforth.

On: Nov 26 2021

INQUIRY ID 9453238

Amendment #3 states if an offeror previously submitted a proposal under the initial solicitation for Factors 1 and 2, the offeror does not need to resubmit for those factors. Did the Government complete its review and evaluation of previous submissions in response to the initial solicitation? If the Government has already completed evaluation and does not plan to re-evaluate, please confirm that the Government's reviewers of the Factor 1 and 2 submissions for the initial solicitation will be the same reviewers for the amended one step procurement.

GOVERNMENT RESPONSE

All offerors with responsive submissions compliant with the requirements lists in the solicitation will be reviewed and evaluated for consideration upon receipt. This will be based on the current submission.

INQUIRY ID 9453616

The Door Schedule on A-602 indicates that Coiling Counter Door 112C is to be an aluminum door and frame.

Specification Section 08 33 13 and detail references C8 & E8/ A-603 all indicate stainless steel construction. Please confirm that coiling counter door and frame are stainless steel.

GOVERNMENT RESPONSE

Confirmed. Door 112C Coiling Counter door is stainless steel.

INQUIRY ID 9455060

On Page 17 of Amendment 3, it states Factor 4 Small Business Participation Plan: "DO NOT MIX THIS SUBMITTAL WITH OTHER PORTIONS OF THE REQUEST FOR PROPOSAL." Page 6, 8, and 9 depict only two volumes, Volume I - Performance Capability (Factors 1-4) and Volume II - Price and Proforma Information.

Please confirm Factor 4 should be included in the PDF for Volume I or its own separate PDF.

GOVERNMENT RESPONSE

Factor 4 shall be submitted with volume one in a separated, independent section within volume one.

INQUIRY ID 9456423

DFARS clause 252.204-7012 is included by reference in the solicitation. However, the Government "publicly" issued the documents including the drawings and specifications, so it is assume contractors are allowed to share these on a need-to-know basis. Please verify if any of the documents in this solicitation at this time or in the future are determined by the Government to be "covered" defense information" as defined by DFARS 252.204-7012.

GOVERNMENT RESPONSE

Handle all documents marked as "covered defense information" or "Confidential Unclassified Information" as required by DFARS 252.204-7012. To the Government's knowledge, none of the bid information was marked as "covered defense information or "Confidential Unclassified Information" and is suitable for public release.

INQUIRY ID 9457845

Please reference CLIN 0004 in the Price Schedule. This CLIN and the Note on Detail A1/ M-503 indicate that the Contractor is responsible for all fees and costs to bring natural gas to the facility. Please confirm that the Contractor is responsible only for coordination with Virginia Natural Gas (VNG) and not for paying fees and costs charged by VNG. It is our experience that VNG will not quote a price to a Contractor who is not already under contract to coordinate these services. If in fact Contractor is to pay all fees associated with the VNG service please provide contact or account information for discussion with VNG.

GOVERNMENT RESPONSE

The Contractor shall be responsible for coordination with Virginia Natural Gas (VNG). VNG does not collect a construction fee but does collect a connection fee estimated to be less than $100. The current fee is $40. This connection fee shall be the responsibility of the successful offeror to coordinate and make payment to VNG.

INQUIRY ID 9458020

Please confirm that the Contract Line Item Schedule issued under Division 00 22 13.00 20 Supplementary Instructions to Offerors supersedes Attachment 8 - CLIN Schedule

GOVERNMENT RESPONSE

The Contract Line Item Schedule is provided in The CLIN schedule (Attachment 8), also reflected in Section 00 10 00 of the solicitation.

INQUIRY ID 9462120

Specification 12 24 13.3.2 specifies to provide window shades at all exterior windows. Please confirm that this requirement does not apply to Exterior Window types B.1, E and F

GOVERNMENT RESPONSE

Confirmed. Window shade requirement does not apply to exterior window types B.1, E and F.

INQUIRY ID 9462154

Detail D1/A-504 is cut thru the head of the hanger doors. The top guide assembly is noted as to be designed by the hanger door manufacturer. Detail A1/S-311 is cut thru the hanger door base track with the adjustable clip angles being noted as by the hanger door manufacturer.

Please clarify if the 3x2x1/4 angle as well as the ASCE 20 lb. rails are also to be by the hanger door manufacturer.

GOVERNMENT RESPONSE

The basis of design door mfr. was to provide the rails and clip angles mentioned. However, the contractor shall coordinate with their selected door mfr. as vendor provided hardware vs contractor provided hardware can vary

INQUIRY ID 9465666

A 6" high raised platform is indicated in the Conference/Briefing 205. (Ref: A7/ A-402) Please provide a specification for this platform

GOVERNMENT RESPONSE

Provide a pre-manufactured raised platform system as shown on A7/A-402 & B9/I-602. Each panel to have expandable riser configuration securely locking 9 points of contact to the bottom.

INQUIRY ID 9466962

Please reference Coiling Counter Door # 112C. This door is shown in the plans as FOW mounting, but the specs list both FOW and Integral Frame. Please advise which mounting type is preferred.

GOVERNMENT RESPONSE

For door 112C, provide FOW mounting per drawings. Provide stainless steel frame as shown on details C8 & E8 on A-603

INQUIRY ID 9466964

Please reference Overhead Coiling Door #106B (Fire Rated). Please clarify if this door is to be motor operated or manual chain hoist. Also is this door to be insulated or non-insulated (Specs list both)?

Per 08 33 23, all overhead coiling doors are manually operated. Per part 2.1, all interior overhead coiling doors non-insulated.

INQUIRY ID 9466966

Please reference Overhead Coiling Door #133B, 140B & 158C. All are exterior so they have insulated curtains. The chosen material type (Aluminum) is not available in 127mph windload. To get this windload rating the doors will have to be steel. Please advise if non-insulated or non-wind loaded doors should be quoted. Also are all of these three doors to be motor operated or manual chain hoist?

GOVERNMENT RESPONSE

Provide manually operated, insulated overhead coiling doors meeting the wind load requirements as specified.

Overhead coiling door can be stainless steel if aluminum type does not meet the requirements.

INQUIRY ID 9467105

Under the Safer Federal Workforce Task Force COVID-19 Workplace Safety guidance, employers are required to consider whether accommodations are possible for employees that qualify for an exemption from vaccination based on medical or sincerely held religious beliefs. Is the Government going to allow access to the project for those individuals that qualify for an exemption with an accommodation of complying with taskforce guidance rules applicable to unvaccinated individuals, or will they be barred from access to the site for purposes of performing their job duties?

PROJNET GOVERNMENT RESPONSE

As stated in the DFARS 252.223-7999 Ensuring Adequate COVID-19 Safety Protocols for Federal Contractors (Deviation 2021-O0009), the Contractor shall comply with all guidance, including guidance conveyed through Frequently Asked Questions, as amended during the performance of this contract, for contractor or subcontractor workplace locations published by the Safer Federal Workforce Task Force (Task Force Guidance) at https:/www.saferfederalworkforce.gov/contractors/.

REVISION TO THE RESPONSE:

Department of Defense Class Deviation 2021-O0009 (Deviation) Revision 2, Ensuring Adequate COVID-19 Safety Protocols for Federal Contractors, revises and supersedes Deviation 2021-O0009, Revision 1 issued on 2 December 2021. Revision 2 implements a preliminary injunction issued by the United States District Court for the Southern District of Georgia on December 1, 2021, enjoining the implementation of provisions of E.O. 14042 in the United States and its territories (inclusive of the "United States and its outlying areas" as defined in EO 14042). Pursuant to this direction, DFARS 252.223-7999 Ensuring Adequate COVID-19 Safety Protocols for Federal Contractors (Deviation 2021-O0009) was removed from the solicitation per Amendment 0009.

Removal of the clause will not relieve a successful offeror from complying with protocols that that are established by garrison commanders or other authorities having jurisdiction that arise independent of the requirements of the clause.

INQUIRY ID 9467106

Under the Safer Federal Workforce Task Force COVID-19 Workplace Safety guidance, employers are required to consider whether accommodations are possible for employees that qualify for an exemption from vaccination based on medical or sincerely held religious beliefs. Is the Government going to allow access to the project for those individuals that qualify for an exemption with an accommodation of complying with taskforce guidance rules applicable to unvaccinated individuals, or will they be barred from access to the site for purposes of performing their job duties?

PROJNET GOVERNMENT RESPONSE

As stated in the DFARS 252.223-7999 Ensuring Adequate COVID-19 Safety Protocols for Federal Contractors (Deviation 2021-O0009), the Contractor shall comply with all guidance, including guidance conveyed through Frequently Asked Questions, as amended during the performance of this contract, for contractor or subcontractor workplace locations published by the Safer Federal Workforce Task Force (Task Force Guidance) at https:/www.saferfederalworkforce.gov/contractors/.

REVISION TO THE RESPONSE:

Department of Defense Class Deviation 2021-O0009 (Deviation) Revision 2, Ensuring Adequate COVID-19 Safety Protocols for Federal Contractors, revises and supersedes Deviation 2021-O0009, Revision 1 issued on 2 December 2021. Revision 2 implements a preliminary injunction issued by the United States District Court for the Southern

District of Georgia on December 1, 2021, enjoining the implementation of provisions of E.O. 14042 in the United States and its territories (inclusive of the "United States and its outlying areas" as defined in EO 14042). Pursuant to this direction, DFARS 252.223-7999 Ensuring Adequate COVID-19 Safety Protocols for Federal Contractors (Deviation 2021-O0009) was removed from the solicitation per Amendment 0009.

Removal of the clause will not relieve a successful offeror from complying with protocols that that are established by garrison commanders or other authorities having jurisdiction that arise independent of the requirements of the clause.

INQUIRY ID 9468649

Section 5.4.1 of the Solicitation outlines the requirements for the narrative description of the schedule approach.

This section specifically asks the offer to address in their narrative the apron and tow-away phasing plan as shown on CP100 of the plans. Currently CP100 is not include in the issued documents. Please provide CP100 or clarify the noted requirement in Section 5.4.1.

GOVERNMENT RESPONSE

Amendment 0007 was issued deleting reference to the Schedule Factor

INQUIRY ID 9469350

Specification Section 23 05 93 Testing, Adjusting and Balancing for HVAC contains numerous instances of duplication. Examples:

1) Paragraph 1.5.4 is a duplication of 1.5.1.1.

2) Paragraph 1.5.6 is a duplication of 1.5.1.2.

3) Paragraph 1.5.7 is a duplication of 1.5.2

Please review this specification and remove duplicate paragraphs which may result in conflicting information

GOVERNMENT RESPONSE

Remove paragraphs 1.5.1.1 through 1.5.3.1. Technical amendment will be issued.

INQUIRY ID 9478947

The GFE List appended to Section 01 11 00 – 1.4 indicates only the UHF Antenna as GFCI. Please confirm that the Government will be responsible for transporting, unloading and installing all other equipment indicated as GFGI

GOVERNMENT RESPONSE

AE confirms that the UHF Antenna is the only item intended for and listed as Government Furnished Contractor Installed (GFCI). Government confirms provision, transportation & installation for GFGI items.

INQUIRY ID 9480120

Please provide as-built structural drawings for Hangar Building 753

GOVERNMNET RESPONSE

As-built structural drawings for Hangar Building 753 are unavailable.

INQUIRY ID 9480167

Please reference drawings SF121A,B,C,D at column lines A.3-8 , A.3-9 , Q.7-8 , Q.7-9 show the column as a W14x53 at the bearing ends for truss "C", this matches the column schedule on drawing S603. Truss "C" elevation on drawing S-205 at column lines 8 & 9 show the column size as W14x61. Please clarify if the column size should be W14x53 or W14x61.

GOVERNMENT RESPONSE

Please provide W14x53 columns at these grid lines as noted in plan views and the column schedule.

INQUIRY ID 9485038

Please reference Structural Steel specification 05 12 00, page 6, item 2.2.1 Structural Steel is calling for angles, channels & plates to be ASTM A36/A36M. Structural drawing S002 under the heading of "Structural Steel", the 4th line down reads "Plates at Gussets and Tabs ASTM A5772, Fy = 50 KSI." The gusset plates would be at the braced bay locations. Please confirm if the base plates, cap plates and shear lugs at the braced bays need to be ASTM A572, Fy = 50 KSI as well.

Yes, please provide 50ksi plate material for cap plates / continuity plates, base plates, and shear lugs at braced frames. Note: gusset plates occur not just at braced frames, but also at truss connections.

INQUIRY ID 9486871

Pursuant to USACE's response to ProjNet Inquiry 9467105, we have reviewed the recently updated answer to frequently asked question (see attached File) associated with DFARS 252.223-7999 Ensuring Adequate COVID-19 Safety Protocols for Federal Contractors (Deviation 2021-O0009). Because offerors need to know of restrictions that would affect the offerors' ability to provide resources for the project, please confirm that based on USACE's knowledge of the workplace for this project and the nature of covered contractor's employees' job responsibilities at the workplace for this project, the USACE workplace safety protocols for this solicitation for individuals who are not fully vaccinated with an accommodation will consist of following applicable masking, physical distancing, and testing protocols, and will not include heightened safety protocols referenced in the attached FAQ response or require vaccination for access to and work at the workplace for this project.

(Attachment: FAQ.pdf)

GOVERNMENT RESPONSE

Department of Defense Class Deviation 2021-O0009 (Deviation) Revision 2, Ensuring Adequate COVID-19 Safety Protocols for Federal Contractors, revises and supersedes Deviation 2021-O0009, Revision 1 issued on 2 December 2021. Revision 2 implements a preliminary injunction issued by the United States District Court for the Southern District of Georgia on December 1, 2021, enjoining the implementation of provisions of E.O. 14042 in the United States and its territories (inclusive of the "United States and its outlying areas" as defined in EO 14042). Pursuant to this direction, DFARS 252.223-7999 Ensuring Adequate COVID-19 Safety Protocols for Federal Contractors (Deviation 2021-O0009) was removed from the solicitation per Amendment 0009.

Removal of the clause will not relieve a successful offeror from complying with protocols that that are established by garrison commanders or other authorities having jurisdiction that arise independent of the requirements of the clause."

INQUIRY ID 9487900

Demolition Plan CD104 appears to have elements of new construction layered onto the sheet. Please reissue CD104 to clearly indicate the Site Demolition work

GOVERNMENT RESPONSE

CD104 re-issued with Amendment 7.

INQUIRY ID 9488993

Section1.5.5 under Movement Controls Page 3 of the attached Mobile system Specs states-Movement controls shall comply with ABA requirements with mechanical assistance managing control for movement of multiple units simultaneously by a single operator able to create diverse aisle openings. "Controls at both accessible ends of the ranges permit user flexible".

That last statement about controls at "both accessible ends" sound like they are asking for dual access, or entry from either end of the system, however the Architectural design layout drawings attached (for rooms 137 and 106) does not permit dual access, since both systems back up to a wall. To comply with dual control would necessitate access from both the front and back of the system and take up much more floorspace within the room that is not available, we ask that this statement be better clarified, or stricken entirely to state requires access from only end of system ,if that is the design intent.

GOVERNMENT RESPONSE

Delete sentence "Controls at both accessible ends of the ranges permit user flexible, easy access to items within compact shelving." Provide access from one end of the system per architectural drawings. Technical amendment will be issued.

INQUIRY ID 9489635

Door 131A, is a double egress opening, listed on A602 as a D6 Door Type? However on A601, Door and frame Types there is no Type D6 shown? Please advise...

Door type D6 is pair of doors with narrow lite. See amendment 0006.

https://www.projnet.org/projnet/binKornHome/index.cfm?strKornCob=BicPublicFileDownload&strApp=&strPrevCob=BicAdminClosedReport&strShown=FAQ.pdf&intView=1

INQUIRY ID 9489636

Exterior Door 141A is listed as an F9 door type? However, no Type F9 is shown on A601? Please advise

GOVERNMENT RESPONSE

The Contractor shall provide door type D1 for exterior door 141A. See amendment 0006.

INQUIRY ID 9489637

Door S1C is listed as an F10 door type? However, no type F10 is shown on A601? Please advise

GOVERNMENT RESPONSE

The Contractor shall provide door type D1 for door S1C. See amendment 0006.

INQUIRY ID 9490071

Please reference drawing S-301 section A1 at column lines "D to E" shows what appears to be a structural member above the trolley beam. The framing plans for that area on drawings SF111A & SF111D do not show this member.

If this is a new member then size and spacing will be required. Please advise if this will be provided in a future Amendment. Also drawings SF111 thru SF111D, S-301 & S-514 show the plan locations and details for the trolley beams. Please advise if the trolley beams will be provided by the trolley anchor manufacturer or is it to be provided by the steel fabricator.

GOVERNMENT RESPONSE

There is no member intended directly above the trolley beam. The only members that sit on top of the truss bottom chord as depicted are foam generator support beams, as shown in the S-111 series drawings (detailed on S-205).

Trolley beams are wide flange beams per the low roof framing plans, so are likely a steel fabricator item. However, who procures the trolley beam is up to the contractor and their vendor(s).

INQUIRY ID 9490079

Please reference the Door Schedule on drawing A-602. Door No. 131A calls for Door Type D6, however drawing A-601 does not show a D6 under the Door Types. Please provide detail for Door Type D6.

GOVERNMENT RESPONSE

Door type D6 is pair of doors with narrow lite. See amendment 0006.

INQUIRY ID 9490081

Please reference Specification 08 71 00 Door Hardware. Hardware Sets #COMH 1, 6, 9, 12, 13, 15 & 27 call for exit devices with a (DS) suffix which would indicate door status monitoring. This would require a continuous hinge with an EPT which is not currently specified. Please confirm if door monitoring & EPT's are to be provided in these hardware sets.

GOVERNMENT RESPONSE

DS is a magnetic switch in the end cap of the exit device. EPT power transfer is not required. Provide hardware sets as specified.

INQUIRY ID 9490201

Please confirm that 2 pieces of self-adhered air barrier flashing are only needed at the heads of windows, doors, louvers, and other openings, not at the jambs or sills. This is to wrap one piece into the opening, and one piece over the lintel/header flashing. Please reference A1/A-522, E1/A-603 and C1/A-614 for examples.

GOVERNMENT RESPONSE

Confirmed. Provide Self-adhered membrane over flashing. Seal and return self-adhered membrane into the opening at all locations as shown on the drawings.

INQUIRY ID 9490204

Please advise if below grade dampproofing or waterproofing is intended at the perimeter foundation walls. Per A7, C5, and D8 on A-521, water and vapor barrier for vertical applications is called for at below grade foundation walls to the top of the footing. Fluid applied or sheet applied air barrier are not intended for below grade applications, and it would be recommended to use a 60 mil sheet waterproofing product that would be in the 07 13 26 specifications (not included in the project documents). Please advise.

GOVERNMENT RESPONSE

Below grade waterproofing is intended at the perimeter of foundation walls. Provide Self-Adhering Sheet Waterproofing per Air/Moisture & Vapor Barrier Schedule on A-141 and per Specification 07 27 19.01, part 2 for foundation walls/footings. Provide Self-Adhering air/vapor barrier per Air & Vapor Barrier Schedule on A-141 and per Specification 07 27 19.01, part 2.3.

INQUIRY ID 9490206

Per A1 and A5 on A-462, waterproofing membrane is called for on the elevator pit walls and underneath the elevator pit slab to provide a continuous waterproofing membrane around the full exterior perimeter of the elevator pit. Please provide specifications for the waterproofing membrane that will be required (typically in 07 13 26 specifications).

GOVERNMENT RESPONSE

The Contractor shall provide Self-Adhering Sheet Waterproofing per Air/Moisture & Vapor Barrier Schedule on A- 141 and per Specification 07 27 19.01, part 2 for elevator pit walls. Provide Pre-Applied Sheet Membrane Waterproofing under elevator pit slab. A Technical Amendment will be issued.

INQUIRY ID 9490207

Please advise if Zone 1 is intended to have an airtight exterior envelope and whether or not fluid applied air barrier is required at the exterior walls for Zone 1 (hangar) or just at the interior walls separating Zone 1 to Zone 2 and from Zone 1 to Zone 3. It is unclear whether fluid applied air barrier is required behind the insulated metal panels and hanger doors as most IMP details do not have air barrier explicitly called out, but it is shown in the brick veneer/CMU wall assembly at the hangar door pocket towers per A8/A-313 and D5/A-504. Please advise if fluid applied air barrier will be required at the brick veneer/CMU wall assembly at the hangers, behind the insulated metal panels and the 6 Bay Bi-Parting Doors at the hangers.

GOVERNMENT RESPONSE

Zone 1 is intended to have an airtight exterior envelope. Fluid-applied air & vapor barrier is required on all exterior CMU walls and on CMU walls in between zones. Fluid-applied is not required behind Insulated Metal Panels since IMPs act as an air barrier.

INQUIRY ID 9490208

Please advise if construction, contraction, or expansion joints in concrete sidewalks shown on B4/C-507 will need to be caulked similar to the concrete paving details on A3 and A5 on C-506.

GOVERNMENT RESPONSE

No caulking is required for sidewalk joints.

INQUIRY ID 9490209

Please advise if the slab on grade joints shown on C4/S-501 require caulking/sealant for CJ, CCJ, or IJ joints.

GOVERNMENT RESPONSE

Provide backer rod and sealant at top of slab joints per D6 & F6/I-602 or per floor finish manufacturer's recommendations. On: Nov 26 2021

INQUIRY ID 9490386

Per the original solicitation, all questions are due 10 days prior to the bid date. The ProjNet site states last day for questions is November 12, 2021. Can ProjNet be updated to allow questions up to 10 days before the bid date of December 7th?

GOVERNMENT RESPONSE

Projnet will be open to allow for submission of inquiries in accordance with the solicitation. Amendment 0007 extended the submission date to Dec 14th. Projnet will remain open through Dec 3.

INQUIRY ID 9490476

Please see attached file for questions relating to the FF&E Package. (Attachment: F22_FFE_Questions.pdf)

GOVERNMENT RESPONSE

D1-THE WRITTEN REQUEST DOES NOT INCLUDE WORKSURFACE DEPTH. IT APPEARS THAT THE

MAIN FRONT DESKS ARE 30"D. ARE THE MAIN FRONT WORKSURFACES 30" DEEP?

FOR: D1,D6,D8,W2,W3,W4,W5,W10

Response: Main worksurface depth is 30"d. Please insure all (D-) desk overheads are in a wood look laminate to match the desk.

D2-THE WRITTEN DESCRIPTION REQUESTS THE CREDENZA BE 72"W, BUT THE OVERALL PLAN

https://www.projnet.org/projnet/binKornHome/index.cfm?strKornCob=BicPublicFileDownload&strApp=&strPrevCob=BicAdminClosedReport&strShown=F22_FFE_Questions.pdf&intView=1

LOOKS LIKE THE CREDENZA IS LONGER THAN 72"W. CAN YOU CONFIRM THE WIDTH OF THE

CREDENZA?

Response: Yes, Credenza should by 84"w x 24"d.

- Square grommets are acceptable.

M5- Should this be 72"w to match description for a D2 credenza?

Response: The M5 overhead is only for the one desk in Rm 210, however, it needs to match the finishes of D2.

Please price a laminate (M5) overhead to match the desk.

S4-THE WRITTEN REQUEST IS FOR 15"W, BUT ON THE OVERALL PLAN, THESE WARDROBES

APPEAR TO BE 24"W. WHAT IS THE CORRECT WIDTH OF THESE TOWERS?

Response: Storage towers are 15"w.

Room 240-No D4 or A3 shown in room 240. Should we remove them from request?

Response: Refer to RTA drawing set. Provide D4 and A3 in bottom left corner of room.

T22-there are no T22 tables in either room 242 or 244. Both of these tables are labeled T5, but they are not in the written specs.

What table should they be for Rooms 242 and 244?

Response: Reference RTA drawing set. Both tables are T22.

T23-there are no T23 tables in room 230. This table is labeled T8. What table should they be for Room 230?

Response: The furniture plan shown is not the most current. Reference RTA drawing set. Rm 230 needs (4) T23 tables are Bar hgt.

P3-SHOULD WE ASSUME THAT ALL POWER IS IN THE PANEL RACEWAYS ALONG THE SPINE?

(This question applies to all the workstation panels)

Response: Yes, all workstations (W-) are powered along the spines.

P16-The layout for P16 is different on the spec sheet than the overall drawing. Which should we go by?

Response: Go by plan view to match design of P17 in same room. Reference/ coordinate with Electrical plans for J box locations.

Spec sheets:

1-Is this the format you would like us to use for this bid?

2-Are we doing Commercial or GSA pricing?

Response:

1. Spec sheet format is for Government action/response.

2. GSA pricing

INQUIRY ID 9492603

General Note 7 on A-006 requires spray-on acoustic insulation applied to underside of floor and roof deck the entire secure area. The Exterior Wall Sections on A-312 only show spray on acoustical insulation on underside of floor deck. Please confirm that spray on acoustical insulation is not applied to underside of roof deck above Second Floor Secure Area

GOVERNMENT RESPONSE

Provide spray-on acoustical insulation to underside of floor and roof of entire Secure Area per General Note 7 on A-

INQUIRY ID 9492717

Please reference drawings IF101A, IF101C-IF102D, items D1, D2 & D3. Please advise if undersized worksurfaces to avoid pinch points and allow for wire management gaps be acceptable in lieu of grommets for these desks.

GOVERNMENT RESPONSE

Offerors shall provide grommets for bids to be consistent with the solicitation.

INQUIRY ID 9493242

Construction Sequencing Plan PH103 provides a Low Profile Barricade Detail but there is no description of where or when these barricades are to be used. Please clarify.

GOVERNMENT RESPONSE

Low profile barricades shall be installed along the edges of all aircraft operational pavements that become exposed during phased reconstruction of adjacent pavements. Refer to Sheet PH103, Barricade Notes 5 and 7.

INQUIRY ID 9493785

Subsection 1.1 in Specification Section 32 13 14.13 Concrete Paving for Airfields and Other Heavy Duty Pavements refers to Unit Prices with subsections describing Measurements and Payment (1.1.1 through 1.1.6). There are no Unit Prices for the Apron Pavement in the CLIN Schedule. Please confirm that Specification Subsection 1.1 Unit Prices can be deleted in it's entirety.

GOVERNMENT RESPONSE

As stated in subsection 1.1.2.1, the quantity of concrete will be paid for and included in the lump-sum contract price.

A unit price of $250 is established for pay deductions that may be due based on the pay factors described in subsection 1.1

INQUIRY ID 9493790

The Quality Control requirements in Section 32 13 14.13 paragraphs 1.4.6.1 Pilot Lane and 1.4.6.2 Fill-In Lane appear to be applicable to a very large airfield pavement project. Please confirm that these requirements do not apply to this project and will be deleted.

GOVERNMENT RESPONSE

Provide test sections as specified.

INQUIRY ID 9493801

The requirement in Specification 32 13 14.13 for locating a batching and mixing plant off Government premises no more than 15 minutes haul time from the placing site (paragraph 2.11.1.1) is not practical and, in fact may not be possible. Please confirm that this requirement will be relaxed or deleted.

GOVERNMENT RESPONSE

Offerors shall locate the batching and mixing plant off Government premises no more than 15 minutes haul time from the placing site or as approved by the Contracting Officer. Refer to technical changes provided by amendment 0010.

INQUIRY ID 9493866

Detail A1/A-504 calls out a 16 GA. Min 3 5/8" Metal Stud Vertically at 24" O.C. Section D1/ A-504 indicates this same stud as 6". Please clarify

GOVERNMENT RESPONSE

6" metal stud is correct.

INQUIRY ID 9496518

The Architectural Floor Plans call out Display Device, GFGI. The Audio Visual TA Plans indicate that Display Devices are provided and installed by the Audio Visual Contractor. Please clarify.

GOVERNMENT RESPONSE

All Display Devices shall be provided and installed by the contractor

INQUIRY ID 9496682

Ref Enlarged Floor Plan C1/ A-403. There are no Elevations for the partition separating the Male Restroom from the Locker Room. What finishes are required on this partition?

GOVERNMENT RESPONSE

Provide GWB/EPP-1 on partitions behind lockers. A Technical Amendment will be issued.

INQUIRY ID 9496715

There is no Elevation for the Plan South wall in Female Restroom/Locker 227. Please confirm finishes applied to this wall

GOVERNMENT RESPONSE

Provide PT-2/PT-3/EPP-1 on South wall in Female Restroom/Locker 227 as indicated on Room Finish Schedule.

INQUIRY ID 9496933

Factor 4 - Small Business Participation Plan notes to "Label Documents and Number All pages of the Small Business Subcontracting Plan". There are other notes referencing the Small Business Subcontracting Plan, however, there is no requirement that a Small Business Subcontracting Plan is required with the proposal submission nor an attachment to complete.

1 - Please confirm the Small Business Subcontracting Plan will be required Post Award?

2 - If required with our proposal please confirm where in the proposal the Subcontracting Plan should be provided since it will have a price with the plan, i.e. should it be part of Volume II - Price and Pro Forma Information?

GOVERNMENT RESPONSE

Reference Amendment 0007, At the top of page 15, "label documents and number all pages of the "Small Business Participation Plan" NOT Subcontracting Plan.

There are two plans referenced in the solicitation. A Small Business Participation Plan (submitted with proposal and evaluated as part of the Source Selection Process) and Subcontracting Plan will be requested from those Large firms prior to award. The Subcontracting Plans are approved before contract award.

Small Business Participation Plans are part of the source selection evaluation, and are focused on determining the extent of which small businesses are specifically identified in proposals, extent of commitment to the small businesses, the extent of participation of small businesses in terms of total value, and the complexity and variety of work being performed.

Subcontracting Plans are not evaluated as part of the source selection, but reviewed for acceptability prior to award.

INQUIRY ID 9497419

Factor 5 - Price requested Required Pre-Award Information, specifically the latest three complete fiscal year financial statements. These documents are confidential and we would like to maintain their confidentially internal with in our company.

Please confirm it is acceptable that our CFO submit the financial statements, via DOD SAFE, directly to USACE separate from the remainder of the proposal. We will include Proper Cover, company identification, and TABs to identify where these are to be included in our our Volume II Proposal. The remainder of the Volume II proposal will be submitted under a separate DoD SAFE upload.

GOVERNMENT RESPONSE

Yes, the offeror may submit financial information separately from the proposal package directly to the Contracting Officer.

INQUIRY ID 9500718

With approximately (2) weeks left to submit offers, roughly 95% of all the PPI's submitted since October are still unanswered. With the upcoming Federal Holiday, it leaves very little time for answers to be posted, distributed and acknowledged by the market. Can the Gov't consider a one week extension to allow ample time for the response and distribution of forthcoming PPI answers?

GOVERNMENT RESPONSE

Amendment 0007 extended the proposal submission due date by one week.

INQUIRY ID 9500879

Paragraph 2.4 in Section 10 26 00 refers to door and door frame protectors. There are no door or door frame protectors indicated on the drawings. Please confirm that door protectors are not required.

GOVERNMENT RESPONSE

Door and door frame protectors are not required.

INQUIRY ID 9501512

Per paragraph 3.2 of Section 09 97 13.27 Surfaces to be Coated include steel roof, shell, legs, stair, railing, and other exterior appurtenances. There is no exterior steel roof, shell, legs, stair or railing on this project. Please clarify what exterior steel is to be painted in accordance with 09 97 13.27 Government response Specification section 09 97 13.27 is for general use for enclosed or exposed structural steel in buildings such as hangars.

a. Shop coat exposed exterior ferrous metal primary and secondary steel framing per UFGS 09 97 13.27. Coat all other exposed exterior ferrous metal per 09 90 00, Division 5: Exterior Metal, Ferrous and Non-Ferrous Paint Table.

b. Shop coat all exposed and non-exposed ferrous metal of hangar doors per UFGS 09 97 13.27.

c. Shop coat exposed interior ferrous metal primary and secondary steel framing inside Aircraft Maintenance Bays per UFGS 09 97 13.27. Coat all other exposed interior ferrous metal inside Aircraft Maintenance Bays per UFGS 09 90 00, Division 5: Interior Metal, Ferrous and Non-ferrous Paint Table. A technical amendment will be issued.

INQUIRY ID 9501588

Sheet Note 1 on MP102C refers to A3/ M-502 for piping through secure wall. There is no Detail A3 on M-502.

Please clarify

GOVERNMENT RESPONSE

Please reference details A1 & A4 on sheet M-502, both labeled pipe penetration through secure wall.

INQUIRY ID 9501592

Note 1 in Detail C3 on Sheet M-502 refers to Sheet G-020 for wall sound group ratings. Sheet G-020 is not included in the Bid Documents

GOVERNEMNT RESPONSE

Reference was meant to call out architectural sheet A-006. Please reference A-006.

INQUIRY ID 9501594

Note 2 in Detail C3 on Sheet M-502 refers to Penetrations from SA-2 Area to SA-1 Area. There is no definition of SA-1 or SA-2 in the documents. Please clarify

GOVERNMENT RESPONSE

Detail note and detail pertains to any penetrations across the secure boundary as shown on A-006.

INQUIRY ID 9501597

Note 3 in Detail C3 on Sheet M-502 indicates that all Mechanical Duct penetrating Secure Area walls shall have Noise Masking Speakers installed. There is no specification for noise masking speakers. Please clarify requirement for noise masking speakers.

GOVERNMENT RESPONSE

The Contractor shall provide and install a duct sound masking system including sound masking generator/amplifier, speakers, conduit, wiring and accessories required for a complete and operable system. Provide a Sound Masking Generator, Mixer, and Amplifier with an input of 120 VAC, 135 Watts fused with a sound masking speaker output of 70 Volt distribution or 8-Ohm impedance (stable at 4-Ohm and 16-Ohm loads), posts for 70-Volt, 8-Ohm, COMmon, and GND (ground). Provide a Pipe, Duct and Wall Soundmasker with a non-conventional security type driver, input of 70.7 Volts, steel housing, black finish, mounting flanges parallel to unit on opposing ends and rotary switch with settings "OFF", 1/8, ¼, ½,1, 2, and 4 Watts. Unit shall be mounted external to pipe or duct to unalter pressure or flow. Install 2-conductor audio cable in 3/4" conduit from headend equipment to ceiling duct penetration locations. Belden 6200UE cable or approved equal. Additionally the Contractor shall coordinate locations and installation with electrical for power connection

INQUIRY ID 9502064

In regard to UFC-4-010-01 (ATFP Requirements), currently the code compliance drawings sheet G-006 indicates implementation of ATFP requirements would not be applicable to the project given the building is located within the Base Secure Boundary and a 33' unobstructed space is provided. However on Architectural sheets A-201, A-202 and A-203 and within specification section 08 45 23-1.1 the ATFP blast requirements are indicated for the translucent panels within the Hangar Doors. In addition sheet AS-501 indicates the secured screen enclosure at the mechanical yard shall be ATFP compliant. Further, both the drawings and specification sections 08 41 13 & 08 81 00 do not indicate ATFP blast requirements apply to the aluminum windows or glazing. Please clarify which components of the building structure must comply with the ATFP Blast Requirements.

GOVERNMENT RESPONSE

ATFP requirements are needed for the project as whole, however ATFP requirements are not applicable for the hangar. This space is not considered inhabited. It is by definition Low occupancy due to the population density exceeding 430sf/person. Mechanical yard screen enclosure is required due to location within 33'-0" of the building.

Enclosure as shown on drawings is ATFP compliant. Blast requirements are not applicable to the project.

INQUIRY ID 9503013

Within the electrical site plans, sheet ED101 general note 4 identifies Dominion Energy as the owner of the 34.5KV system on the base, and general note 6 on ES101 indicates Dominion Energy to provide and install connection to 34.5KV system, new 35KV conductors, pad mounted switch (Q050A) and pad mounted transformer (Q051A).

However the contract line item schedule included in section 00 22 13.00 20, specifically CLIN 0003 and CLIN 0011 (Bid Option 6) specifically request a value for Dominion Energy's work. Please confirm the USACE will contract directly with Dominion Energy for any work associated with modifications to the 34.5KV System and CLIN 0003 and CLIN 0011 are not valid. If this is incorrect please provide contact information for the Dominion Energy Account representative for the Base so that pricing may be obtained for their scope of work.

GOVERNEMNT RESPONSE

The Dominion Virginia Power Company will provide a ballpark estimate for offerors to base their bids for these CLINs.