Amendment 0009 P1678 NATO.pdf

R

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offers 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 electronic communication 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 letter or electronic communication, provided each letter or electronic communication 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 NUMBER AS DESCRIBED IN ITEM 14.

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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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.)

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

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

16C. DATE SIGNED

Previous edition unusable STANDARD FORM 30 (REV. 11/2016) Prescribed by GSA FAR (48 CFR) 53.243

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE PAGE OF PAGES

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6) CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBE

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

Block 14 (Description of Amendment/Modification): SOLICITATION NO: N4008525R2638, DESIGN-BUILD P1678 NATO JFCNF PHASE II

INTERIM MODULAR FACILITY, NSA NORFOLK, VA

SEE SF 30 BLOCK 14 CONTINUATION PAGE.

ALL CORRESPONDENCE REGARDING THIS SOLICITATION SHALL BE DIRECTED VIA EMAIL TO KRISTY GERREK AT KRISTY.L.

GERREK.CIV@US.NAVY.MIL.

This amendment is issued to incorporate the following:

1. Provide Continuation Sheet for drawings and specifications (Enclosed)

2. Update Section 00 10 00 - Solicitation, Contract Line Item Number (CLIN Schedule) (Enclosed)

3. Provide Updated Attachment I - P1678 NATO Price Proposal Form REV1 (attached separately)

4. Provide Amendment 0009 NATO DB RFP Civil Sheets (attached separately)

5. Provide Amendment 0009 NATO Room Data Sheets (attached separately)

6. Update applicable Clause (Enclosed)

7. Provide PPI Responses (Enclosed)

Section 00 10 00 - Solicitation, Contract Line Item Number (CLIN) Schedule

The following CLIN(s) / SLIN(s) / ELIN(s) were added:

Item Supplies / Services Quantity Unit Unit Price Amount

Option Line Item

Pre Priced Line Item No. 11 - Site Work Dewatering treatment prior to discharge: Unit price for the cost difference of treating contaminant impacted groundwater dewatering to nondetectable concentrations of PFAS (in addition to meeting the VAG83 discharge requirements) compared to the cost of groundwater dewatering to meet the discharge requirements under the Construction General Permit, in accordance with the drawings and specifications, but excluding work provided in another line item. Discharge quantities in gallons must be certified and approved by the Contracting Officer.

Product Service Code: Y1JZ Centralized Unique Program Identification

(CUPID): 000

Program Code: C20 Pricing Arrangement: Firm Fixed Price

500000 Project

Item Supplies / Services Quantity Unit Unit Price Amount

Option Line Item

Option Item No. 12 - LUMP SUM PRICE:

FF&E - Facility Expansion. Price for providing work in connection with labor, material, equipment, transportation and supervision required for the Furniture, Fixtures, and Equipment (FF&E) for the Facility Expansion, complete in accordance with the drawings and specifications, but excluding work provided in another Priced line item.

Product Service Code: Y1JZ Centralized Unique Program Identification

1 Project

N4008525R26380009

(CUPID): 000

Program Code: C20 Pricing Arrangement: Firm Fixed Price

Item Supplies / Services Quantity Unit Unit Price Amount

Option Line Item

Option Item No. 13 - LUMP SUM PRICE:

Price for providing Audio Visual System(A/V) Equipment Facility Expansion. Price for equipment, testing, and associated training in accordance with the drawings and specifications for the Facility Expansion , but excluding work provided in another Priced line item. The equipment includes, but is not limited to, items such as flat panel monitors, projectors, wall input boxes, touch screens, push button control panels, microphones, speakers and the communication cabling connecting these devices together.

Product Service Code: Y1JZ Centralized Unique Program Identification

(CUPID): 000

Program Code: C20 Pricing Arrangement: Firm Fixed Price

1 Project

The following CLIN(s) / SLIN(s) / ELIN(s) were modified:

Option Line Item 0002

INFORMATION FROM TO

Description

Option Item No. 1 - Unit Price for handling, stockpiling, sampling, analysis, treatment and disposal of impacted non-hazardous contaminated soil media (including, but not limited to, PFAS, petroleum, VOC's and metals) at a RCRA D permitted licensed facility as necessary, complete in accordance with the drawings and specifications, but excluding work provided in another line item.

Pre Priced Line Item No. 1 - Unit price includes the difference of cost in all labor, equipment, materials, transportation, and management for handling, stockpiling, sampling, analysis, and disposal of contaminant impacted non-hazardous surplus soils (including, but not limited to, PFAS, petroleum, VOCs and metals) at a lined, permitted, licensed facility with a leachate collection and treatment system compared to traditional disposal at a RCRA D permitted, licensed facility, as necessary, complete in accordance with the drawings and specifications, but excluding work provided in another line item.

Option Line Item 0003

INFORMATION FROM TO

Description

Option Item No. 2 - Unit Price for undercut and temporary stockpiling of geotechnically unsuitable subgrade soils and replacement with imported structural fill material, aggregate base course or with #57 crushed stone, complete in accordance with the drawings and specifications, but excluding work provided in another Line Item. Disposal of impacted surplus soil media will be covered under Line Item 0001C & 0002.

Pre Priced Line Item No. 2 - Unit Price for undercut and temporary stockpiling of geotechnically unsuitable subgrade soils and replacement with imported structural fill material, aggregate base course or with #57 crushed stone, complete in accordance with the drawings and specifications, but excluding work provided in another Line Item.

Option Line Item 0004

INFORMATION FROM TO

Description

Option Item No. 3 - Unit Price for demolition, excavation and disposal of buried concrete and debris greater than 1/2 cubic yard in size, encountered within planned excavation limits and not identified in the Contract Documents, complete in accordance with the drawings and specifications, but excluding work provided in another line item. (Note: Pieces of buried

Pre Priced Line Item No. 3 - Unit Price for demolition, excavation and disposal of buried concrete and debris greater than 1/2 cubic yard in size, encountered within planned excavation limits and not identified in the Contract Documents, complete in accordance with the drawings and specifications, but excluding work provided in another line item. (Note: Pieces of buried concrete and debris encountered within the planned excavation limits smaller than 1/2 cubic yard in size shall be considered to be incidental to the work).

concrete and debris encountered within the planned excavation limits smaller than 1/2 cubic yard in size shall be considered to be incidental to the work).

Option Line Item 0008

INFORMATION FROM TO

Description Option Item No. 7 - Asbestos Removal: Total Price for line items 0008A-0008C.

Pre Priced Line Item No. 7 - Total Price for line items 0008A-0008C.

Option Line Item 0009

INFORMATION FROM TO

Description

Option Item No. 8 - Unit Price for handling, stockpiling, sampling, analysis, water treatment and disposal of hazardous contaminated soil media that requires transport and disposal at a RCRA C permitted licensed facility, complete in accordance with the drawings and specifications, but excluding work provided in another line item.

Pre Priced Line Item No. 8 - Unit Price for the cost difference in handling, stockpiling, sampling, analysis, and disposal of hazardous contaminated soil media that requires transport and disposal at a RCRA C permitted licensed facility compared to a permitted, licensed RCRA D facility, complete in accordance with the drawings and specifications, but excluding work provided in another line item.

Section 00 70 00 - Conditions of the Contract

Additional Information/Notes

The following clauses were modified:

52.229-3Federal, State, and Local Taxes.Feb 2026 Date Changed From: Feb 2013 To: Feb 2026

Section 00 73 00 - Supplementary Conditions

The following attachments were added:

NATO P1678 Amendment 0009 Continuation Page

SECTION SF30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The following have been added by full text:

AMENDMENT 0009

This amendment is issued to incorporate the following:

1. Provide Continuation Sheet for drawings and specifications (Enclosed)

2. Update Section 00 10 00 - Solicitation, Contract Line Item Number (CLIN Schedule) (Enclosed)

3. Provide Updated Attachment I - P1678 NATO Price Proposal Form REV1 (attached separately)

4. Provide Amendment 0009 NATO DB RFP Civil Sheets (attached separately)

5. Provide Amendment 0009 NATO Room Data Sheets (attached separately)

6. Update applicable Clause (Enclosed)

7. Provide PPI Responses (Enclosed)

1. Continuation Sheet for drawings and specifications (Enclosed)

DRAWINGS:

REPLACE the following drawings to the DRAWING INDEX under the corresponding discipline and drawing number. These drawings accompany this Amendment 0009:

CD101 SITE DEMOLITION PLAN

CS101 SITE PLAN

CU101 SITE UTILITY PLAN

TABLE OF CONTENTS, 1. PART 2 – GENERAL REQUIREMENTS

ADD 'TOTAL' in front of BUILDING COMMISSIONING in the main TOC on PDF page 2 and

DELETE 01 91 19 BUILDING ENCLOSURE COMMISSIONING.

REVISE Specification 01 32 17.00 20, section 1.9.2.g to read: Schedule must visit the site each month before performing the monthly update.

REMOVE subparagraph 1.6.12 and 1.6.12.1 from Specification Section 01 33 29

SUSTAINABILITY REQUIREMENTS AND REPORTING.

PART 3 – PROJECT PROGRAM, CHAPTER 3 SITE ANALYSIS, SECTION 3.2.5(C)

Pedestrian Access and Circulation

ADD the following sentence to the end of Section 3.2.5(C): Provide one accessible security gate to the main entrance, in addition to the two pedestrian gates.

PART 3 – PROJECT PROGRAM, CHAPTER 4 BUILDING REQUIREMENTS, Section

4.3 Exterior Character

After the first sentence in the fourth paragraph ADD the following sentence: ‘Noise data for the site is 60 dB. Contractor to perform site noise test in accordance with UFC 3-101-01.’

PART 3 – PROJECT PROGRAM, CHAPTER 5 ROOM REQUIREMENTS

REPLACE the following Room Data sheets: 1.2 PRIVATE OFFICE - MEDIUM, 1.3 PRIVATE

OFFICE - LARGE, 1.4 TRAINING ROOM, 1.5 WATCH FLOOR, 1.6 SHARED OFFICE, 1.7

OPEN OFFICE, 1.8 INTEL VAULT, 2.1 BREAKOUT ROOM - SMALL, 2.2 BREAKOUT

ROOM - MEDIUM, 2.4 BRIEFING ROOM, 2.5 COORDINATION ROOM, 2.6 INTERVIEW

ROOM, 2.7 CONFRERENCE ROOM - SMALL, 2.8 CONFERENCE ROOM - MEDIUM, 3.3

FLEX SPACE, and 3.15 LOBBY.

DELETE 'or below RAF' for the following Room Requirements Sheets in Part 3, Chapter 5: 2.3

BREAKOUT ROOM; AND 2.10 CLASSROOM.

PART 3 – PROJECT PROGRAM, CHAPTER 6.0, ENGINEERING SYSTEMS

REQUIREMENTS, SECTION B201001 EXTERIOR CLOSURE

ADD ‘and cast-in-place’ to the third sentence of Section B201001, after pre-cast.

REQUIREMENTS, SECTION B202001 WINDOWS

In the first sentence of the section, REPLACE ‘Military Handbook (MIL-HDBK) 1013/1A, Design Guidance for Physical Security of Facilities,’ with ‘UFC 4-026-01 Design to Resist Force Entry’.

REQUIREMENTS, SECTION B202004 EXTERIOR GLAZING

Revise section B202004 EXTERIOR GLAZING as follows: Provide glazing in accordance with applicable UFCs and to match existing adjacent buildings and Installation Appearance Plan.

Provide insulated glazing units, laminated glass, tempered glass, spandrel glass type glazing as applicable. Glazing to be bird collision resistant.

Permanent Modular Construction: Provide glazing with a tint to allow daylight into the space while reducing visibility into the space from the exterior.

Parking Garage: Provide glazing to match adjacent permanent modular construction building.

REQUIREMENTS, SECTION B202004 EXTERIOR GLAZING

REPLACE the second paragraph under GENERAL SYSTEMS REQUIREMENTS IN G10 SITE PREPARATION with the following: A topographic survey of the existing site will be required. The drawings in Part 6/Attachment F have been provided to show the location of the existing facilities, areas of new work required by the RFP and the character of the sites. Prior to starting work, physically verify the location of all existing utilities and obtain additional survey data as required to provide a quality final design. Perform a topographic survey in accordance with FC 1-300-09N, Navy and Marine Corps Design Procedures. Include the topographic survey in all design submittals. The existence, size, and location of the utilities are not guaranteed by the information provided. Verify the location of all utilities prior to construction. Electronic files of the civil/site drawings in Part 6/Attachment F will be provided to the Contractor only after award of the Contract.

REQUIREMENTS, SECTION B301002 LOW SLOPE ROOFING SYSTEMS

DELETE 'in FM P7825c' from bullet number 2.

REQUIREMENTS, SECTION G403002 CABLE TV SYSTEMS (CATV)

DELETE the two sub-paragraphs in this section and ADD ‘-NOT USED’ to the end of G403002

CABLE TV SYSTEMS (CATV).

2. Update Section 00 10 00 – Solicitation, Contract Line Item Number (CLIN Schedule) (Enclosed)

3. Updated Attachment I - P1678 NATO Price Proposal Form REV1 is provided with this amendment (attached separately).

4. Amendment 0009 NATO DB RFP Civil Sheets Attachment is provided with this amendment (attached separately).

5. Amendment 0009 NATO Room Data Sheets Attachment is provided with this amendment (attached separately).

6. An applicable Clause is updated with this amendment (Enclosed).

7. Pre-proposal Inquiry Responses (Enclosed)

PPI # Page Section Paragraph Question Response

Attachment M, pg. 10 CS101

The Site Plan does not show a turn-around for the fire truck access lane.

Please verify that this is acceptable and that a turn-around is not required.

Please see Amendment 0009.

A turn-around is required and has been included in an updated site plan.

Attachment H, Pg 503 Part 3, Chapter 6 B202004 Exterior

Glazing

The RFP states that single pane glass is to be used for exterior glazing. UFC requires laminated glass.

Please clarify the requirement for exterior glazing.

Please see continuation sheet provided in Amendment 0009.

Revise section

B202004 EXTERIOR

GLAZING as follows:

Provide glazing in accordance with applicable UFCs and to match existing adjacent buildings and Installation Appearance Plan.

Provide insulated glazing units, laminated glass, tempered glass, spandrel glass type glazing as applicable.

Glazing to be bird collision resistant.

Permanent Modular Construction: Provide glazing with a tint to allow daylight into the space while reducing visibility into the space from the exterior.

Parking Garage:

Provide glazing to match adjacent permanent modular construction building.

Attachment M, pp 9 -

CD-101, CS-

101, and CU-

It is noticed that the existing stormwater utility lines are omitted from the civil sheets.

Please reissue Sheets CD- 101, CS-101, and CU-101 with the stormwater infrastructure shown.

Structure information such as rim and invert elevations would be extremely helpful.

Please see continuation sheet provided in Amendment 0009.

The existing stormwater utility lines have been added to drawings CD101 and

CU101.

Amendment 0005, pg.

32 & Attachment I, pg. 6

Commencement, Prosecution, and Completion of Work & General Bid Notes

It is noted that the project has a duration of 712 days and that the Government reserves the right to award Line Items 0002 - 0011 within 365 calendar days after the contract award. It is not feasible to complete the design, approvals, reconfiguration of new sitework and building work, and installation of Option Item 9 (Facility Expansion) nor Option Item 10 (Parking Garage Expansion) in the remaining 347 days.

Please allow offerors to include the additional days required for these two Line Items on the Bid Price Schedule.

Please see Updated Attachment I - P1678 NATO Price Proposal Form REV1 provided with Amendment 0009.

If Line Item 0011 is awarded after the award of the base bid, the CCD will be negotiated post award.

If Line Item 0010 is awarded, the CCD will not be extended.

Attachment I, pp3-4

Government Estimated Prices are included for the FF&E General Package, Audio Visual System Equipment, and Electronic Security System on the Bid Price Schedule, however no additional pricing is included should Option Item 9 be awarded.

Please see Updated Attachment I - P1678 NATO Price Proposal Form REV1 provided with Amendment 0009.

Included are Line Items 0013 - FF & E Facility Expansion and Line Item 0014 -

Please provide updated Government Estimated Prices for the FF& E General Package, Audio Visual System Equipment, and Electronic Security System associated with Option Item 9.

Audio Visual System (A/V) Equipment Facility Expansion.

There are no additional costs of ESS systems for the expansion.

AMD 05,

Attachment I, CLIN 03

The last line of CLIN 0003 states that the "Disposal of impacted surplus soil media will be covered under Line Item 0001C & 0002", however the long description below the CLIN reads "Geotechnically Unsuitable Subgrade Soil Removal, temporary stockpiling, and Replacement: Unit price for all work in connection with the removal, and replacement of geotechnically unsuitable subgrade soil...". Please confirm the removal of the geotechnically unsuitable soil from the project site should be included in this unit price.

Please see Updated Attachment I - P1678 NATO Price Proposal Form REV1 provided with Amendment 0009.

Line Item 0003 includes the removal of geotechnically unsuitable soil. Soil disposal is not covered under Line 0001C.

Disposal of excess soil is covered under Line Item 0002 and Line Item 0009.

379 3 3.1.1

The RFP states in section

3.1.1 that the topography is relative flat with elevations varying from

9.5 ft to 11.5ft., however, drawings with contours cannot be located. Can the GVMT provide a file that shows existing contours so that proposed grading can be performed and estimated?

Please see continuation sheet provided in Amendment 0009.

Amendment 0009 NATO DB RFP Civil Sheets includes existing contour information.

Can the GVMT confirm the need for parking control devices for ingress/egress to the parking garage, i.e., card

Confirmed. No parking control devices for ingress/egress to the parking garage are required.

readers, drop arms, ground loops etc.

7 Attachment H, Part 2, 01 14 00 1.4.1.2.1 & .2

01 14 00 - 1.4.1.2.1 notes that General construction and finish work for "secure area" must be performed by US firms using US Citizens.

1.4.1.2.2 notes Finish Work within secure area must be accomplished by US Secret-cleared personnel. Part 3 - Chapter 10 1.0 notes that J4 - Logistics and Transportation and J6 - Cyber/Information’s Systems have a Secure Storage Room. Part 3 - Chapter 2.0 - page 12 notes to "Provide Secured Area(s) as required by the Part 3, Chapter 5 - Room Requirements tables of this RFP," and Part 3, Chapter 5 Room Requirements only notes,

3.8 Secure Storage

required for J4 & J6 Divisions (Rooms 205 and 211).

1 - Please confirm which areas, by room number, are "Secure areas."

2 - Please confirm if Finish Work in the "Secure Areas," are to be performed by US Firms using US Citizens or US Secret-Cleared Personnel.

3 - Please confirm if General Construction for both "Secure Area" and non-Secure areas can be performed by US Persons.

1. Attachment F, sheets AE101 and AE102 identify boundaries.

All areas except for unclassified are considered 'secure areas'.

2. All finish work in secure areas are to be performed by US Citizens. Dual citizenship is not allowed unless with a NATO country.

3. General Construction non- Secure areas can be performed by US Persons. Secure areas must follow item 2.

Part 2 - General Requirements

01 3 00 - 1.6.2 notes to have at least one qualified Superintendent. 01 35 26

- 1.8.5 Notes to provide a separate full-time SSHO at each of the worksites;

Interim Modular Facility (IMF) and Temporary Parking Garage. 01 45 00

- 1.6.1.4 notes to provide a full-time QC Manager, at the IMF and Temporary Parking Garage and notes the QC Manager cannot serve as the SSHO. 01 45 00 -

1.6.5 notes to provide a full-time assistant to the QC Manager at the work site, but does not designate if it is one for each site. 01 45 00 - 1.6.8 notes to provide separate QC Specialist at the work site for each of the areas listed in the matrix and must have no duties other than their assigned QC control duties, which lists a Mechanical, Electrical, Structural, Fire Protection QC Specialist, and Building Envelope among other Representatives and personnel.

1 - Please confirm Only 1 Superintendent is required for both Work Sites (IMF and Temporary Parking Garage) unlike the QC Manager and SSHO that requires 2 (1 for each worksite.)

2 - Please confirm if 2 Full-time Assistants to the QC Manager are required (1 for each work site) or if only 1 total is required

1. Confirmed. One superintendent for both sites is required.

2. Confirmed. Two full-time Assistances to the QCM are required, one for each site.

3. The same QC Specialist can manage both sites.

3 - Please confirm if separate QC Specialists are required for each work site or if the same QC specialist can manage both work sites?

AMD 01,

Attachment H- Part 3-Chapter 1.0

In the referenced section, the Project Description identifies the parking garage as a "temporary" structure. However, Part 3, Section 5 of Attachment H describes the garage as consisting of precast concrete columns and beams, precast concrete spandrel panels with brick inlay, and precast concrete long-span double-tee deck members.

Precast concrete systems are typically utilized for permanent structures and are not commonly considered temporary construction. Please clarify the intended meaning of "temporary" in this context.

Please see continuation sheet provided with Amendment 0005.

"Temporary" was removed from the RFP for the parking garage.

Attachment H- Part 3-Chapter 1.0

In the section listed, the project description notes the parking garage as a "temporary" parking garage. Is the intention for the parking garage to be demo’ d as part of the project scope.

Please see continuation sheet provided with Amendment 0005.

"Temporary" was removed from the RFP for the parking garage.

2 Part 3 Chapter 2.3.9

NATO facilities open require an increased level of secured facilities.

Please advise whether open secret storage requirements shall be required. Please describe the full extent for physical and electronic security requirements for this facility.

1. NATO security requirements are equivalent to OSS.

2. Physical and electronic security requirements are included in the DB RFP and to be validated during design.

28 Part 3 4.3 Exterior Character

The RFP states, "The majority of the facility must utilize brick with accent materials of concrete, stone, glass, and/or metal for architectural components throughout. At least 10% of the building must include accents of stone and concrete. The water table must be concrete and a minimum of 40-inches above the finished floor." Please confirm that the water table should be lower than the finished floor to prevent flooding of the facility.

The DB AE2 Team to provide design alternates in alignment with the finished floor elevation and exterior enclosure design during the CDW.

Concrete water table is intended as an exterior decorative architectural element to match surrounding buildings and has no relation to finished floor elevation above Base Flood Elevation.

9 Part 3 Chapter 5 Room Requirements - Watch Floor

The RFP states to provide large video wall surface and structure and large screen displays. What extents is a large video wall and large screen displays desired?

Provide a primary video wall and large format display sized to support operational requirements.

Final size, quantity, and technology will be determined during AE2 programming and schematic design based on room geometry, viewing distances, workflows, and budget.

Part 3

ESR B201011

SUN CONTROL

DEVICES

(EXTERIOR)

The RFP states, "Provide fixed horizontal type.

Detail sun control devices to integrate with the architectural wall system.

" Please confirm this only applies to southern-facing facades.

Sun control devices and their locations are part of AE2 design and are part of the AE2 LCCA of the project.

AE2 must provide solar and energy analysis to show the items are LCCA.

Part 3 ESR B202001

WINDOWS

The RFP states, "Determine the construction of security windows by evaluating the project program security requirements, using the Military Handbook (MIL-HDBK)

Please see continuation sheet provided in Amendment 0009.

REPLACE ‘Military Handbook (MIL-

HDBK) 1013/1A,

Design Guidance for

1013/1A, Design Guidance for Physical Security of Facilities, to define window requirements." There is no avenue for the contractor to coordinate with stakeholders and base security to determine detailed window security measures. Therefore, this request on the contractor is unreasonable. Please provide detailed physical and electronic security requirements for the windows, storefronts, and curtain wall systems on this facility.

Physical Security of Facilities,’ with ‘UFC 4-026-01 Design to Resist Force Entry’.

Part 3

ESR B203006

BLAST

RESISTANT

DOORS

The RFP states, "B203006 BLAST

RESISTANT DOORS.

Provide special doors used for blast resistance."

Where are blast doors required?

Blast resistant doors are not required to meet UFC 4-010-01 requirements. ATFP requirements must be validated during design.

28 Part 3 4.3 Exterior Character

The RFP states, "Exterior walls must meet outdoor-indoor transmission class (OITC), with insulation, air/vapor barriers, and interior finish to meet acoustic and energy requirements." Please provide the ALCUZ or noise data related to the OITC ratings so the exterior, window, and curtain walls can be designed to meet these requirements.

Noise data for the site is 60 dB. Contractor to perform site noise test in accordance with

UFC 3-101-01.

Attachment H, Room Data Sheets, Part 3, Chapter 5

Please provide updated Room Data Sheets. The Other/Special Requirements under Space Characteristics overruns the Uniformat Section on multiple sheets and is not fully legible. (1.2, 1.3, 1.4, Amendment 0009.

Room Data sheets (1.2, 1.3, 1.4, 1.5, 1.6, 1.7, 1.8, 2.1, 2.2, 2.4, 2.5, 1.5, 1.6, 1.7, 1.8, 2.1, 2.2, 2.4, 2.5, 2.6, 2.7, 2.8, 3.3, 3.15) Verify that 1.1 and

6.1 are not missing any information in this field.

2.6, 2.7, 2.8, 3.3, 3.15) have been provided.

Due Date

Please provide a 4 week bid extension to provide adequate time to integrate PPI responses, finalize the concept design, and complete subcontractor pricing.

An extension was provided in previous amendments.

7 ESR D50 7&10

Two separate paragraphs contradict horizontal cabling pathways. Are J hooks to be utilized or are cable trays to be utilized to maximum extent possible?

Follow UFC guidance:

Use cable trays for horizontal distribution to the maximum extent possible (maximum horizontal distance: 50 feet in open face hangers).

5 ESR G40 5,6&8

Confirm Category 6A UTP cabling should be used per latest UFC guidance.

Provide Category 6A cabling per the latest UFC requirements.

Note that secure areas require Category 6A STP cabling.

5 ESR G40 4&11

Confirm whether ACS & IDS systems are to be provided as infrastructure only or if complete system is required.

Please provide per RFP D503003.

6 ESR G40

G403002 - Who is the local CATV service provider?

Please see continuation sheet provided in Amendment 0009.

DELETE the two sub-paragraphs in this section and ADD ‘- NOT USED’ to the end of G403002 CABLE

TV SYSTEMS

(CATV).

505 Attachment H B301002

The document calls for the roof assembly to meet Factory Mutual wind pressures. Is this accurate? It would be uncommon for a

Yes, Factory Mutual is typically only required for private clients with insurance requirements for FM.

government owned facility.

Please see continuation sheet provided in Amendment 0009.

DELETE 'in FM P7825c'.

Part 3, Ch.

6 / ESR

G10, p. 1

ESR G30 General System Requirements

ESR G10 (General System Requirements) states that "a topographic survey of the existing site… is included in Part 6." However, no existing-conditions or topographic survey sheet appears in the Part 6 / Attachment F drawing index, the only civil/site sheets provided are CD101 (Site Demolition Plan), CS101 (Site Plan), and CU101 (Site Utility Plan), none of which is a stamped topographic survey.

Please identify the specific Part 6 attachment and/or sheet number that contains the topographic survey. If the survey is not included in the current RFP package and will be furnished electronically only after award (as also indicated in ESR G10), please confirm, and please provide information offerors may rely on the existing-conditions information as the basis for proposal-phase site, grading, stormwater outfall conditions, stormwater/LID, and foundation assumptions.

Amendment 0009.

The civil/site sheets in Part 6/Attachment F provide the existing conditions based on best available information.

ESR G10 is revised as follows: A topographic survey of the existing site will be required.

The drawings in Part 6/Attachment F have been provided to show the location of the existing facilities, areas of new work required by the RFP and the character of the sites.

Prior to starting work, physically verify the location of all existing utilities and obtain additional survey data as required to provide a quality final design.

Perform a topographic survey in accordance with FC 1-300-09N, Navy and Marine Corps Design Procedures. Include the topographic survey in all design submittals.

The existence, size, and location of the utilities are not guaranteed by the information provided.

Verify the location of all utilities prior to construction.

Electronic files of the civil/site drawings in Part 6/Attachment F will be provided to the Contractor only after award of the Contract.

N/A N/A General System Requirements

The solicitation includes both FAR 52.217-4 (Evaluation of Options Exercised at Time of Contract Award) and FAR 52.217-7, which allows the Contracting Officer to exercise an option within 365 calendar days after award per the bid notes. For Option Item No. 9 - Facility Expansion (~148 personnel, CLIN 0010) and Option Item No. 10 - Parking Garage Expansion (~354 spaces, CLIN 0011): (1) Is the intent these options be exercised at the time of the base construction award? (2) If not exercised at award, must the base facility and parking structure be designed to accommodate the future expansion (structural, MEP, utility, and site provisions per Part 3 Sec. 2.7 Adaptability and Flexibility)?

1. The intent is to award these options within 365 days. The Government will determine if these options will be awarded at the time of the base construction award once able.

2. No.

572 ESR G40 G403001

RFP states that manholes NH77, 46 and 25 will be utilized pending final assessment. Please confirm these manholes are appropriate for connection.

Refer to CU101 drawing for identified connection points to existing duct bank system.

537 ESR D50 D503001

"Single mode fiber optic and multi-pair copper Unshielded Twisted Pair (UTP) backbones will be provided from identified service points to the new facilities." Are manholes NH77, 46 and 25 the identified service points?

These are not indicated on the concept site utility plans.

The service origination points are building NH-95 and NH-19.

Cable routing in existing duct banks must be coordinated with Base Communications Officer during design.

542 ESR D50 D509002

Please confirm EPA emissions tier requirement for natural gas generators.

Please refer to the Environmental Checklist (Attachment L) provided with Amendment 0008, which includes information for Emergency Generators.

Please confirm that the structural Risk Category of the building, as defined in ASCE 7-22, is NOT risk category IV or V.

Please bid in accordance with the

RFP.

Building is considered Risk Category II.

Part 3 - Project Program

Site access / haul route

Please confirm whether the non-manned gates may be used for construction access (construction traffic and deliveries) for dedicated use of flowing prefabricated modules to the site.

Contractor will coordinate haul plan with base security after award.

498 of 2739 Attachment H - RFP Parts 2-6

Part 3 - Chapter 6

/ ESR B1010

Floor Construction

Section B1010 Floor Construction of Chapter 6 of Part 3 of the RFP states that "Wood framed floor construction is not permitted" for the Permanent Modular Construction of the IMF.

Please confirm if mass timber superstructure would be acceptable for use in this project for structural framing for floors, columns, walls, and/or roofs.

Please bid per the RFP.

Mass timber or wood construction is not acceptable.

& 391 of

Attachment H - RFP Parts 2-6

Part 3 - Chapter 4/ Section 4.3 & Part 3 - Chapter 6 /

ESR B201001

Exterior Enclosure

Section B201001 Exterior Enclosure of Chapter 6 of Part 3 of the RFP states to "Provide brick masonry veneer as the Exterior Closure" for Permanent Modular Construction of the IMF. Additionality it states to "Provide architectural pre-cast concrete as the Exterior Closure."

Section 4.3 Exterior Character States that "The majority of the facility must utilize brick with accents of materials of concrete, stone, glass and/or metal for architectural components throughout. At least 10% of the building must include accents of stone and concrete." It is understood that the note to provide pre-cast concrete as the Exterior Closure in Section B202001 is only referring to the 10% accents of concrete. Please confirm.

If confirmed, is it required that all exterior finish concrete be pre-cast, or may some be provided as cast in place?

Please see continuation

Amendment 0009.

Confirmed. Brick masonry veneer, pre-cast concrete, and cast-in-place are acceptable materials for the exterior closure.

Finished concrete construction is means and methods of the Contractor.

ADD ‘and cast-in-place’ to the third sentence of Section B201001, after pre-cast.

RFP Part 2 Section 01 33 29

1.6.12.1 Alternative Water

The RFP states "Use alternative sources of water to replace potable water usage, when life-cycle cost-effective and to the extent permitted by local laws and regulations." Is alternative water available on base? If so what is the point of connection?

Please see continuation

Amendment 0009.

REMOVE

subparagraph 1.6.12 and 1.6.12.1 from the

DB RFP.

379 Part 3 3.1.1 (A) Natural Constraints

The office building and parking deck structure appear to be partially within the 500-year floodplain in the RFP.

Does this trigger DRSL requirements for building freeboard requirements?

If so, what is the appropriate criteria from the DRSL method to establish the freeboard required and therefore the FFE for each of the buildings?

This information will be provided by NAVFAC after award.

1307 Attachment F CU101 Site Utility Plan

The RFP depicts a connection to a sewer manhole to the north of the site. Please provide any invert elevation information available for the manhole shown as the connection point.

Based on government GIS records, the connection manhole has an invert elevation of approximately 3.01

ft. DOR is responsible for verifying elevations at point of connection.

1307 Attachment F CU101 Site Utility Plan

The RFP does not specify the material for water and fire mains. Is C900 PVC an acceptable material for the domestic and fire water lines?

Yes, AWWA C900 PVC would be acceptable. However, it is the responsibility of the DOR to determine appropriate pipe materials.

1307 Attachment F CS101 Site Plan

The RFP only specifies turnstiles and a vehicular gate for access to the building. Would an additional gate be acceptable for an accessible path to the building from the parking garage structure? Is one

(1) accessible entrance acceptable?

Amendment 0009.

Include one accessible security gate to the main entrance of the building. Refer to Part 3, Chapter 3, Section 3.2.5( C ).

Add the following sentence to the end of Section 3.2.5( C ):

Provide one accessible security gate to the main entrance, in addition to the two pedestrian gates.

Please confirm that documented factory inspections and tests under the approved QC plan will be accepted for concealed in-module work, and identify the anticipated project hold points for special inspection at the factory versus the site.

Please refer to Attachment J:

Permanent Modular Construction Template Specification.

362 01 91 19

01 91 19 BUILDING

ENCLOSURE

COMMISSIONING -

Spec section listed in the table of contents, no spec is included in the documents

Amendment 0009.

Table of Contents PDF page 5, Part 2

GENERAL

REQUIREMENTS

does not include specification 01 91 19

BUILDING

ENCLOSURE

COMMISSIONING.

Per specification 01 33

10.05 20 section 1.6.5.j

- DOR is required to develop specification section 01 91 19

BUILDING

ENCLOSURE

COMMISSIONING.

Refer to specification section 01 91 00.15 22

TOTAL BUILDING

COMMISSIONING

for additional information.

ADD 'TOTAL' in front of BUILDING COMMISSIONING in the main TOC on PDF page 2 and DELETE

01 91 19 BUILDING

ENCLOSURE

COMMISSIONING.

43 01 32 17.00 20 1.9.2

g. Be present on the project site full-time during working hours. - Consider that the project scheduler requirement to be full time on site waived.

Amendment 0009.

REVISE Specification 01 32 17.00 20, section 1.9.2.g to read:

Schedule must visit the site each month before performing the monthly update.

103 01 33 10.05 20 2.2.3

2.2.3 Critical Path

Design Submittals - Please consider that for any critical path design submittals that we can progress to 100 precent (Prefinal) Design after the CDW. If the 35 and 65% packages are not removed, the overall time for this critical path design submittal is the same as the non-critical path design submissions.

Critical path design submittals will be discussed after award based on the Contractor's proposed Schedule.

147 01 35 26 1.8.5

1.8.5 Contract Site

Safety and Health Officer(s)(SSHOs) Minimum Requirements for Projects with Multiple Work Sites Provide a separate full-time SSHO at each of the following worksites:

a. Interim Modular Facility (IMF) Level One

SSHO

b. Temporary Parking Garage Level One SSHO

- please confirm the requirement for one (1) SSHO is required for each site while work is progressing at these two

(2) site.

Confirmed. Provide (1) SSHO and (1) Assistant SSHO total.

These (2) individuals will manage both sites

- IMF and Parking Garage.

171 01 45 00 1.6.1.4

1.6.1.4 Quality Control

Requirements for Multiple Work Sites Provide separate full-time

Confirmed. Provide (1) QC Manager and (1) Assistant QCM total.

These (2) individuals

QC Managers at the work sites listed below.

Provide a separate full-time QC Manager at the following work sites:

a. Interim Modular Facility (IMF)

b. Temporary Parking Garage - please confirm the requirement for one

(1) QCM is required for each site while work is progressing at these two

(2) site.

will manage both sites

- IMF and Parking Garage.

173 01 45 00 1.6.5

1.6.5 Assistant Quality

Control (QC) Manager Duties and Qualifications Provide a full-time assistant to the QC Manager at the work site to perform the three phases of control, perform submittal review, ensure testing is performed, and prepare QC certifications and documentation required by this Contract.

The individual must be familiar with the requirements of EM 385- 1-1 and have experience in the areas of hazard identification and safety compliance. - Section

1.6.1.4 requires two (2) QCMs, one for each site.

Please confirm that one

(1) Assistant Quality Control Manager can serve both QCMs.

There will be a total of

(1) QCM and (1) Assistant QCM for the entire project (please refer to PPI No. 164).

174 01 45 00 1.6.8

1.6.8 Quality Control

(QC) Specialists Provide a separate QC Specialist at the work site for each of the areas as listed in the Matrix listed below, who must assist and report to the QC Manager and who must Please bid per the RFP.

have no duties other than their assigned quality control duties. These individuals or specialized technical companies are directly employed by the Prime Contractor and cannot be employed by a supplier or subcontractor on this project. - Please consider that these QC specialists be employed by the subcontractors on this project or specialty contractors hired by the Prime.

General

The center north side elevator / stair tower is 6’-0” above grade.

Should we have a front and rear elevator cab so that it can service both the interior level as well as the grade level?

Alternative would be for exit access within the garage to the adjacent stair or alternate exits to the east and west.

DB Team can provide alternative design solutions to deliver a code complaint and accessible design per the parameters of the

DB RFP.

Amd. 7 - PPI 39

PPI 39 response notes the Bi-SC 085-009 NATO Criteria and Standards and ACO Directive 070- 001 are considered CUI and will be given to the contractor after award.

This project currently only requires a CMMC Level 1 (self) requirement.

1 - Please confirm that a CMMC Level 2 will be required from the prime in order to handle the CUI documents?

2 - Please confirm these documents will not require the Interim Modular Facility to be CUI after award?

1. CMMC Level 2 requirements have been removed from DoW projects. CMMC Level 1 is required.

Please see PPI #01.

2. Documents will be given to the AE2 for their reference not to be shared to the public.

They will not be part of the final construction documents, and therefore the final construction documents will not be CUI. No references to those documents should be in the final construction documents.

Amd 7 - PPI 39 & 73

Amendment 7, PP1 39 & 73 notes security document which we are to design will be provided after award. Please confirm any changes to the design or construction by these documents will be a change condition.

Please bid as Shown on room requirement sheets and RFP documents. Any changes to the room requirement sheet and/or not shown in RFP requirements will be a change condition.

AMD 05,

Attachment I, CLIN 02-04, 08&09

On the pricing schedule, CLINS 02-04 & 08-09 request unit pricing for various contaminated, hazardous, & unsuitable soils. Please confirm the base proposal pricing is to assume that none of these materials will be encountered as all of this scope will be dealt with via the option pricing.

Confirmed.

Contaminated, hazardous, & unsuitable soils are part of unit pricing.

Non-contaminated soil disposal due to construction is part of the base bid.

RFP - D5090

OTHER

ELECTRICAL

SERVICES

D509002

EMERGENCY

LIGHTING AND

POWER

States in the RFP the modular building is to have 100% back up power, however it does not mention the requirements for the emergency power for the parking garage. Does the parking garage also have to have 100% back up power?

There is no requirement for 100% generator backup of the parking garage.

Please refer to ESR G40, Section G4010, for the secondary power source requirements associated with the fire pump.

Bid Form

Please include the unit of measure TON to accurately quantify the amount of material for

CLIN 0003.

Please bid per the RFP.

Bid Form

Per CLIN 0009, please include a separate Option Line Item to separate the unit pricing for the treatment of contaminated water and soil .

Please see Updated Attachment I - P1678 NATO Price Proposal Form REV1 provided with Amendment 0009. Line Item 0012 is included for contaminant impacted construction dewatering effluent.

Factor 5

Factor 5 request a summary level schedule, via "Microsoft Project Construction Schedule."

Please confirm the summary schedule can be submitted via Primavera P6 as required by 01 32

17.00 20.

Confirmed. Primavera P6 is required for the summary schedule.

Factor 5

Factor 5 notes to provide a narrative work plan to include technical complexities including the project design concept for the permanent facility.

Please confirm the offeror should describe both the IMF and Temporary Parking Garage. Confirmed.

Part 3, Chapter 5

- Room Requirement

Several room data sheets such as the Watch Floor note under "other special requirements' to Provide meters of additional cable coiled above ceiling or below RAF for each drop for future moves. Please confirm Raised Access Floor (RAF) is not required.

Amendment 0009.

RAF is not required.

DELETE 'or below RAF' for the following Room Requirements Sheets in Part 3, Chapter 5: 1.5

WATCH FLOOR; 2.3

BREAKOUT ROOM;

AND 2.10

CLASSROOM.

Amendment 0005, pg.

32 & Attachment I, pg. 6

Commencement, Prosecution, and Completion of Work & General Bid Notes

We previously suggested that additional days be bid to allow CLIN 0010 and 0011 to stay available for 365 days after award.

Given the integrated nature of the design elements involved with these CLINS and the reconfigurations required to complete the work, we no longer think that

Please bid per the RFP.

Please see PPI #133.

adding days to the project is a reasonable approach.

Please remove the right to award CLIN 0010 and 0011 365 calendar days after the contract award and confirm that these CLINS will either be selected or declined as a part of the contract award.

Construction Safety Plan

(CSP)

Will the winning bidder be provided an RFP or a change order to implement the CSP after award?

The CSP will be drafted during the design phase of the project. The Government is not anticipating any incurred costs to implement security measures / requirements above what is already required per the RFP.

181 Several outstanding PPIs remain unanswered with only one week remaining before the proposal due date. Because the information requested has the potential to significantly affect proposal development, technical solutions, and pricing, could the Government provide an anticipated schedule for releasing responses?

We also respectfully request a minimum two-week extension to the proposal due date.

Providing offerors adequate time to evaluate and incorporate the Government's responses will support more comprehensive, compliant, and competitive proposals, ultimately benefiting the

An extension is unable to be granted.

Government through a more accurate and advantageous best-value evaluation.

9324 VIRGINIA AVENUE, NORFOLK VA 23511-0395

NORFOLK, VA 23511-0395

UNITED STATES

Kristy GERREK, Email: kristy.l.gerrek.civ@us.navy.mil Telephone: 757-341-0089 AdminBy:

SCD: PAS: