26R0228 Amendment 0003.pdf

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 1 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.)

N4008526R0228 Design-Build (DB) Repair OTC Dorm King Hall Bldg 291, Naval Station Newport, RI

SEE SF 30 BLOCK 14 CONTINUATION PAGE

Contract POC: Catharine Keeling, catharine.a.keeling.civ@us.navy.mil

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

2. AMENDMENT/MODIFICATION NUMBER

PAGE OF PAGES

1 17

5. PROJECT NUMBER (If applicable)

6. ISSUED BY

NAVFAC MID ATLANTIC

CONTRACTING CORE

9324 VIRGINIA AVENUE

NORFOLK, VA 23511

CODE N40085 7. ADMINISTERED BY (If other than Item 6) CODE

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

N40085-26-R-0228

9B. DATED (SEE ITEM 11)

09/01/2026

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE

(X)

4. REQUISITION/PURCHASE REQUISITION NUMBER 3. EFFECTIVE DATE

10/22/2026

1. CONTRACT ID CODE

SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The following have been added by fully text:

AMENDMENT 0003

The purpose of this amendment is to incorporate the following:

1. Provide revised Price Proposal Form

2. Provide RFP Part 3 Ch1 Revision

3. Provide Continuation Sheet

4. Provide Pre-Proposal Inquiries (PPI) Responses

N40085-26-R-0228

1. Provide revised Price Proposal Form (26R0228 King Hall Bldg 291 Price Proposal Form_rev1, attached separately)

2. Provide RFP Part 3 Ch1 Revision (REV RFP Part 3 Ch 1 10 21 2026, attached separately)

3. Continuation Sheet:

DB RFP

CHANGE Any response included in Amendments as PPI responses will supersede scope of work noted in Design Build RFP dated 11/2025.

DB RFP Part 3

DELETE Design Build RFP Part 3, Chapter 1, 1.0 Project Description and replace in its entirety with

Revised dated October 20, 2026 Part 3, Chapter 1, 1.0 Project Description included in Amendment

4. Pre-Proposal Inquiries

Qu est ion

Page Section Paragraph Question Response

Misc. Vol_1 Vol_2

Part 3, Chapter 2, p.

14 (PDF p.

461) Part 3, Chapter 6, ESR D20, p.

4 (PDF p.

892)

Attachment A, Drawings

P-101 through P-

105 (PDF

pp. 263–

267) Attachment

P, Draft Radon Test

Report, p. 19 (PDF p.

1660)

References: RFP Volume 1, Part 3, Chapter 2, p. 14 (PDF p. 461); Part 3, Chapter 6, ESR D20, p. 4 (PDF p.

892). RFP Volume 2, Attachment A, Drawings P-101 through P-105 (PDF pp. 263–267); Attachment P, Draft Radon Test Report, p. 19 (PDF p. 1660).

Inquiry: Part 3, Chapter 2 requires radon mitigation and identifies slab crack sealing, radon pits, piping to the roof, radon fans, and positive pressure in occupied spaces. However, ESR D20 and the plumbing drawing notes state that a certified radon mitigation specialist will determine the system approach after a pre-diagnostic site visit. Attachment P also recommends further diagnostics and mitigation recommendations.

The RFP does not establish a common quantity or configuration for bidders to price, and it is unclear whether an active system is required or a passive system could be accepted.

Please confirm whether bidders must include an active radon mitigation system in the base bid. To establish a consistent pricing basis, please define the minimum base-bid scope, including the number and locations of radon pits and fans, extent of piping and roof penetrations, slab sealing, HVAC pressurization requirements, and required post-mitigation testing and acceptance criteria. If the final system is intended to be determined solely from the post-award specialist assessment, please provide a common bid allowance or other defined pricing basis and clarify how work beyond that basis will be addressed.

AS A DESIGN BUILD CONTRACT -

CONTRACTOR TO PROVIDE ALL REQUIRED

INVESTIGATIONS, TESTING, CALCULATIONS,

DESIGN (WHETHER PASSIVE OR ACTIVE)

WITH APPLICABLE POST MITIGATION

TESTING AND ACCEPTANCE CRITERIA PER

ALL REQUIRED CODES/UFC/AND

ENVIRONMENTAL AGENCIES. FOLLOW

REQUIREMENTS OF ALL UFC, UFS, FC,

CODES, REGULATIONS, UFGS AND

REQUIREMENTS OF A DESIGN BUILD

CONTRACT

Attachm ent_A__

B291_KI

NG_HA

LL_D_B

_RFP_V

ol_2.pdf

ED501 ED501. Is the "Classroom" a panel? If so, how old is it, what is the condition, size, and where is it located?

Classroom panel is located in room 402. It is a GE Powermax Plus load center with 100A Main breaker that is in good condition. NAVFAC - AS DESIGN

BUILD CONTRACT - CONTRACTOR TO

PROVIDE ALL REQUIRED INVESTIGATIONS,

TESTING, CALCULATIONS, DESIGN

(WHETHER PASSIVE OR ACTIVE) WITH

APPLICABLE POST MITIGATION TESTING

AND ACCEPTANCE CRITERIA PER ALL

REQUIRED CODES/UFC/AND

ENVIRONMENTAL AGENCIES TO DETERMINE

IF ANY EXISTING SYSTEMS ARE EQUITABLE

TO REMAIN FOR EXTENDED LIFE CYCLE OF

50 YEARS. FOLLOW REQUIREMENTS OF ALL

UFC, UFS, FC, CODES, REGULATIONS, UFGS

AND REQUIREMENTS OF A DESIGN BUILD

CONTRACT

Attachm ent_A__

B291_KI

NG_HA

LL_D_B

_RFP_V

ol_2.pdf

ED501 ED501: The existing conditions section does not provide the age, condition, size, or manufacturer for the L panels, existing to remain. Please provide additional information and confirm existing to remain.

L panels are newer and to remain. They have manufacturer dates around 1997, and are 100A panels located in the laundry rooms. NAVFAC - AS

DESIGN BUILD CONTRACT - CONTRACTOR

TO PROVIDE ALL REQUIRED

INVESTIGATIONS, TESTING, CALCULATIONS,

DESIGN (WHETHER PASSIVE OR ACTIVE)

WITH APPLICABLE POST MITIGATION

TESTING AND ACCEPTANCE CRITERIA PER

ALL REQUIRED CODES/UFC/AND

ENVIRONMENTAL AGENCIES TO DETERMINE

IF ANY EXISTING SYSTEMS ARE EQUITABLE

TO REMAIN FOR EXTENDED LIFE CYCLE OF

50 YEARS. FOLLOW REQUIREMENTS OF ALL

UFC, UFS, FC, CODES, REGULATIONS, UFGS

AND REQUIREMENTS OF A DESIGN BUILD

CONTRACT

Attachm ent_A__ _B291_

KING_H

ALL_D_

B_RFP_

Vol_1.pd f

Part 4.

Section F20.

F2020 1.2.

Part 4. Section F20. F2020 1.2. Please confirm this statement is incorrect, or provide additional information.

IF REFERRING TO F20 1.2 QUALITY

ASSURANCE - THE STATEMENT IS

STANDARD LANGUAGE FOR DESIGN-BUILD

RFP TEMPLATE AND IS CORRECT.

Attachm ent_A__ _B291_

KING_H

ALL_D_

B_RFP_

Vol_1.pd f

Section 01 14 00 1.4.6

Section 01 14 00 1.4.6 - Confirm that security systems are to be considered part of existing FF&E to be removed and reinstalled.

REFER TO AMENDMENT FOR REVISED

PROJECT DESCRIPTION PART 3 CHAPTER

1/CHAPTER 2 AND ATTACHMENT R .

27 Attachm ent_A__ _B291_

KING_H

ALL_D_

B_RFP_

Vol_1.pd f

Part 3.

Chapter 1, Section 6

Part 3. Chapter 1, Section 6. If all furniture is to be relocated and reused, please provide a scope of all new furniture items to be included in the FF&E BVD package. Room Data sheets indicate FF&E as not in scope, and furniture plans only indicate final layout.

REFER TO AMENDMENT FOR REVISED

PROJECT DESCRIPTION PART 3 CHAPTER

1/CHAPTER 2 AND ATTACHMENT R .

30 Attachm ent_A__ _B291_

KING_H

ALL_D_

B_RFP_

Vol_1.pd f

Part 3.

Chapter 4.

Section 4.2.6

Part 3. Chapter 4. Section 4.2.6 Security. Provide further definition of extent of electronic security systems required, connection to existing security systems headend, and system standards.

THIS IS A DESIGN BUILD CONTRACT -

CONTRACTOR IS REQUIRED TO PEFORM ALL

NECESSARY EXISTING CONDITION

REVIEW/INVESTIGATIONS AND PROVIDE

DESIGN AND ALL REQUIRED CALCULATIONS

TO MEET CURRENT CODES/UFC/UFS/FC

BUILDING REQUIREMENTS. FOLLOW

REQUIREMENTS FOR UNACCOMPANIED

HOUSING AND MEDICAL FACILITIES UFC

FOR ESS REFER TO PRICE SCHEDULE FOR

ESS ALLOCATION . FOLLOW REQUIREMENTS

OF ALL UFC, UFS, FC, CODES, REGULATIONS,

UFGS AND REQUIREMENTS OF A DESIGN

BUILD CONTRACT

37 Attachm ent_A__ _B291_

KING_H

ALL_D_

B_RFP_

Vol_1.pd f

Part 3.

Chapter 6.

D40

Part 3. Chapter 6. D40. What is the existing fire alarm and mass notification system and the current communication method.

Fire Alarm – Existing The building is currently provided with an antiquated fire alarm and detection system. The main control panel is a conventional fire alarm control panel manufactured by Kidde Automated Systems, Inc., and is located in the basement adjacent to the wing 1 stair enclosure near the main entrance. The panel is estimated to have been installed in the 1980’s but is well beyond the expected useful life a fire alarm panel. There was an annunciator located behind the watch desk at the main entrance. The annunciator appeared to be off and no longer functional. Manual Fire Alarm: Manual fire alarm pull stations are primarily located throughout the building near the entrances to the exit stair enclosures. They are installed at a height of approximately 5-feet, which is not compliant with current codes, but was compliant at the time of installation. Smoke Detection: Smoke detection is provided in the corridors, common areas, lounges, and at the top of each stair. Notification Appliances: The only general building notification provided by the fire alarm system is via the alarm bells located throughout the wings and in the basement. Single station smoke alarms are surface mounted to the ceilings of the berthing units and hardwired to a 120VAC receptacle. They are not interconnected to other smoke alarms or the existing facility fire alarm system. Smoke alarms were observed to be missing/removed from several of the sleeping rooms. The majority of smoke alarms appeared to be older than the 10-years typically associated with smoke alarms. FOLLOW

REQUIREMENTS OF ALL UFC, UFS, FC,

CODES, REGULATIONS, UFGS AND

REQUIREMENTS OF A DESIGN BUILD

CONTRACT

39 Attachm ent_A__ _B291_

KING_H

ALL_D_

B_RFP_

Vol_1.pd f

Part 3.

Chapter 6.

D40

Part 3. Chapter 6. D40. Confirm that the statement to "Maintain the existing fire alarm system and base reporting system active during construction" is a project requirement.

B291 King Hall will be vacated. There is no anticipated Navy occupancy for the building during construction. Review applicable codes and requirements for maintaining active fire alarm and base reporting for unoccupied buildings during construction.

40 Attachm ent_A__ _B291_

KING_H

ALL_D_

B_RFP_

Vol_1.pd f

Part 4.

Section C10.

C102007

Part 4. Section C10. C102007 1.1.5: Request further definition of extent of electronic security systems required, connection to existing security systems headend, and system standards.

Contractor to provide and install an access control system with magnetic door contact switches for monitoring on all exterior doors. A card access system will be provided at all exterior entrances, and interior doors within OTCN spaces (as well as common spaces). CCTV cameras must be provided.

THIS IS A DESIGN BUILD CONTRACT -

CONTRACTOR IS REQUIRED TO PEFORM ALL

NECESSARY EXISTING CONDITION

REVIEW/INVESTIGATIONS AND PROVIDE

DESIGN AND ALL REQUIRED CALCULATIONS

TO MEET CURRENT CODES/UFC/UFS/FC

BUILDING REQUIREMENTS. FOLLOW

REQUIREMENTS OF ALL UFC, UFS, FC,

CODES, REGULATIONS, UFGS AND

REQUIREMENTS OF A DESIGN BUILD

CONTRACT

43 Attachm ent_A__ _B291_

KING_H

ALL_D_

B_RFP_

Vol_1.pd f

Part 4.

Section D50.

D5030

Part 4. Section D50. D5030: Request further definition of extent of electronic security systems required, connection to existing security systems headend, and system standards.

THIS IS A DESIGN BUILD CONTRACT -

CONTRACTOR IS REQUIRED TO PEFORM ALL

NECESSARY EXISTING CONDITION

REVIEW/INVESTIGATIONS AND PROVIDE

DESIGN AND ALL REQUIRED CALCULATIONS

TO MEET CURRENT CODES/UFC/UFS/FC

BUILDING REQUIREMENTS. FOLLOW

REQUIREMENTS FOR UNACCOMPANIED

HOUSING AND MEDICAL FACILITIES UFC

FOR ESS - REFER TO PRICE SCHEDULE FOR

ESS ALLOCATION . FOLLOW REQUIREMENTS

OF ALL UFC, UFS, FC, CODES, REGULATIONS,

UFGS AND REQUIREMENTS OF A DESIGN

BUILD CONTRACT

44 Attachm ent_A__ _B291_

KING_H

ALL_D_

B_RFP_

Vol_1.pd f

Part 4.

Section D50.

D503005 1.1

Part 4. Section D50. D503005 1.1. Has Security Vulnerability & Risk Assessment been completed to establish Level of Protection and extent of electronic security systems required? Is further definition of connection to existing security systems headend available? Are system standards available?

SEPA ANALYSIS TO BE DETERMINED IF

REQUIRED UPON AWARD . THIS IS A DESIGN

BUILD CONTRACT - CONTRACTOR IS

REQUIRED TO PEFORM ALL NECESSARY

EXISTING CONDITION

REVIEW/INVESTIGATIONS AND PROVIDE

DESIGN AND ALL REQUIRED CALCULATIONS

TO MEET CURRENT CODES/UFC/UFS/FC

BUILDING REQUIREMENTS. FOLLOW

REQUIREMENTS FOR UNACCOMPANIED

HOUSING AND MEDICAL FACILITIES UFC

FOR ESS - REFER TO PRICE SCHEDULE FOR

ESS ALLOCATION . FOLLOW REQUIREMENTS

OF ALL UFC, UFS, FC, CODES, REGULATIONS,

UFGS AND REQUIREMENTS OF A DESIGN

BUILD CONTRACT

45 Attachm ent_A__

B291_KI

NG_HA

LL_D_B

_RFP_V

ol_2.pdf

G006 G006. Allowable Floor Area. 75% frontage increase is more than what the code allows (the code allows 75% of the non-sprinklered tabulated values). Please review and confirm the requirement.

THIS IS A DESIGN BUILD CONTRACT -

CONTRACTOR IS REQUIRED TO PEFORM ALL

NECESSARY EXISTING CONDITION

REVIEW/INVESTIGATIONS AND PROVIDE

DESIGN AND ALL REQUIRED CALCULATIONS

TO MEET CURRENT CODES/UFC/UFS/FC

BUILDING REQUIREMENTS Refer to Part 6, Attachment D - Fire Protection and Life Safety Analysis (Appendix B of the Basis of Design) for clarification of code analysis. FOLLOW

REQUIREMENTS OF ALL UFC, UFS, FC,

CODES, REGULATIONS, UFGS AND

REQUIREMENTS OF A DESIGN BUILD

CONTRACT

46 Attachm ent_A__

B291_KI

NG_HA

LL_D_B

_RFP_V

ol_2.pdf

G006 G006. Separation from Hazards.. Per UFC applicable criteria, buildings with renovation of more than 50% must meet new construction requirements rather than existing construction requirements. Please review and confirm the requirement.

THIS IS A DESIGN BUILD CONTRACT -

CONTRACTOR IS REQUIRED TO PEFORM ALL

NECESSARY EXISTING CONDITION

REVIEW/INVESTIGATIONS AND PROVIDE

DESIGN AND ALL REQUIRED CALCULATIONS

TO MEET CURRENT CODES/UFC/UFS/FC

BUILDING REQUIREMENTS. Refer to Part 6, Attachment D - Fire Protection and Life Safety Analysis (Appendix B of the Basis of Design) for clarification of code analysis. FOLLOW

REQUIREMENTS OF ALL UFC, UFS, FC,

CODES, REGULATIONS, UFGS AND

REQUIREMENTS OF A DESIGN BUILD

CONTRACT

52 Attachm ent_A__

B291_KI

NG_HA

LL_D_B

_RFP_V

ol_2.pdf

P-601 P-601. For clinical spaces, we did not see any requirements for medical gas. Please confirm specialty systems for the clinic like gases are not required.

Review requirements UFC 4-510-01 Military Medical Facilities for spaces intended in B291 King Hall - see room cards. FOLLOW REQUIREMENTS

OF ALL UFC, UFS, FC, CODES, REGULATIONS,

UFGS AND REQUIREMENTS OF A DESIGN

BUILD CONTRACT

58 Attachm ent_A__

B291_KI

NG_HA

LL_D_B

_RFP_V

ol_2.pdf

Part six, Attachment

R

Advise if the existing FF&E within swing spaces will be removed prior to this scope of work, or if the relocation of these items should be included. If this work is included, please provide locations for the furniture to be relocated.

NAVFAC - REFER TO AMENDMENT FOR

REVISED PROJECT DESCRIPTION PART 3

CHAPTER 1/CHAPTER 2 AND ATTACHMENT R.

REFER TO AMENDMENT FOR REVISED

PROJECT DESCRIPTION PART 3 CHAPTER

1/CHAPTER 2 AND ATTACHMENT R

64 Attachm ent_A__

B291_KI

NG_HA

LL_D_B

_RFP_V

ol_2.pdf

Part 6.

Attachment D. Page 11

Page 11 of the Fire Protection and Life Safety Analysis states "The Basement is provided with three exits (two stair enclosures and an exterior exit with exterior stairs up to grade). The "exterior exit" shouldn't be considered an egress exit since it passes through an electrical room, a room that is considered a higher degree of hazard than the surrounding areas. And these spaces are typically subject to locking. Please confirm if the exterior exit should actually be considered an exit.

THIS IS A DESIGN BUILD CONTRACT -

CONTRACTOR IS REQUIRED TO PEFORM ALL

NECESSARY EXISTING CONDITION

REVIEW/INVESTIGATIONS AND PROVIDE

DESIGN AND ALL REQUIRED CALCULATIONS

TO MEET CURRENT

CODES/UFC/UFS/FC/BUILDING

REQUIREMENTS. SCOPE INCLUDES DESIGN

TO MEET CURRENT UFC, BUILDINGS CODES

AND STRUCTURAL REQUIREMENTS. Note that there is a cage that separates the Electrical Room from the corridor leading to that exit. The FPDA in Part 2, Attachment D (page 10, "Electrical Rooms") specifically discusses the condition. FOLLOW

REQUIREMENTS OF ALL UFC, UFS, FC,

CODES, REGULATIONS, UFGS AND

REQUIREMENTS OF A DESIGN BUILD

CONTRACT

65 Attachm ent_A__

B291_KI

NG_HA

LL_D_B

_RFP_V

ol_2.pdf

Part 6.

Attachment D. Page 13, Page 13 of the Fire Protection and Life Safety Analysis states that “a new elevator will be provided for the building to provide accessible means of egress.”

However, Page 17 does not require emergency/standby power for the elevator. These requirements are inconsistent, as an elevator designated as part of the accessible means of egress requires standby power.

UFC 1-200-01 references ABA for accessibility

THIS IS A DESIGN BUILD CONTRACT -

CONTRACTOR IS REQUIRED TO PEFORM ALL

NECESSARY EXISTING CONDITION

REVIEW/INVESTIGATIONS AND PROVIDE

DESIGN AND ALL REQUIRED CALCULATIONS

TO MEET CURRENT

CODES/UFC/UFS/FC/BUILDING

REQUIREMENTS. SCOPE INCLUDES DESIGN

TO MEET CURRENT UFC, BUILDINGS CODES

requirements and permits use of the applicable requirements of IBC 2024 where the ABA Standards reference previous editions of the IBC per UFC 1-200- 01 §2-10. IBC 2024 §1009.2.1 contains the same four-story threshold.

In our assessment, the first deck is the story of exit discharge for this facility; therefore, there are only three stories above the story of exit discharge. Based on this configuration, our interpretation is that an elevator is not required as part of the accessible means of egress.

Please confirm that an elevator is not required for accessible means of egress and that a standby power is not needed.

Otherwise, please confirm that the elevator is required as part of the accessible means of egress and that a standby power is required. Provide the preferred method for providing this power.

AND STRUCTURAL REQUIREMENTS . Elev 117 is being provided. This elevator will require emergency power. FOLLOW REQUIREMENTS OF

ALL UFC, UFS, FC, CODES, REGULATIONS,

UFGS AND REQUIREMENTS OF A DESIGN

BUILD CONTRACT

66 Attachm ent_A__

B291_KI

NG_HA

LL_D_B

_RFP_V

ol_2.pdf

Part 6.

Attachment

D. Page 9-10

Page 9-10 of the Fire Protection and Life Safety Analysis "Shafts". This facility will be treated as new construction for all affected floors. All shafts, stairs, elevators will be treated as new construction per UFC 1-200-01 requirements for exceeding 50% of the floor area. This is applicable for every applicable floor.

Please confirm.

THIS IS A DESIGN BUILD CONTRACT -

CONTRACTOR IS REQUIRED TO PEFORM ALL

NECESSARY EXISTING CONDITION

REVIEW/INVESTIGATIONS AND PROVIDE

DESIGN AND ALL REQUIRED CALCULATIONS

TO MEET CURRENT

CODES/UFC/UFS/FC/BUILDING

REQUIREMENTS. SCOPE INCLUDES DESIGN

TO MEET CURRENT UFC, BUILDINGS CODES

AND STRUCTURAL REQUIREMENTS . Refer to Attachment D - Fire Protection and Life Safety Analysis (Appendix B of the Basis of Design) for shaft rating requirements. The building must comply with new construction requirements of IBC for the planned approach. FOLLOW REQUIREMENTS OF

ALL UFC, UFS, FC, CODES, REGULATIONS,

UFGS AND REQUIREMENTS OF A DESIGN

BUILD CONTRACT

68 Attachm ent_A__

B291_KI

NG_HA

LL_D_B

_RFP_V

ol_2.pdf

Part 6.

Attachment D. Page 13

Page 13 of the Fire Protection and Life Safety Analysis "Fire Flow and Hydrants" clarifies that the flow can be achieved, but doesn't confirm that the flow can be maintained for the duration of 2 hours. Please confirm that the required flow and pressure can be met for the duration specified and a fire pump and / or a fire water tank will not be required.

THIS IS A DESIGN BUILD CONTRACT -

CONTRACTOR IS REQUIRED TO PEFORM ALL

NECESSARY EXISTING CONDITION

REVIEW/INVESTIGATIONS AND PROVIDE

DESIGN AND ALL REQUIRED CALCULATIONS

TO MEET CURRENT

CODES/UFC/UFS/FC/BUILDING

REQUIREMENTS. SCOPE INCLUDES DESIGN

TO MEET CURRENT UFC, BUILDINGS CODES

AND STRUCTURAL REQUIREMENTS.

Contractor must perform flow test per UFC 3-600-01 and NFPA 291 for use during sprinkler system shop drawing development. Based on flow test results (12/20/2024) the municipal water supply for the building is acceptable for providing the necessary water for the sprinkler system. The base fire pump and cistern is required to meet the fire flow requirements in accordance with NFPA 1 section

18.4.4.3.4 for a building of this size and type of construction. FOLLOW REQUIREMENTS OF ALL

UFC, UFS, FC, CODES, REGULATIONS, UFGS

AND REQUIREMENTS OF A DESIGN BUILD

CONTRACT

69 Attachm ent_A__

B291_KI

NG_HA

LL_D_B

_RFP_V

ol_2.pdf

Part 6.

Attachment D. Page 13

Page 13 of the Fire Protection and Life Safety Analysis "Emergency Vehicle Access". The latest applicable UFC 3-600-01 requires compliance with NFPA 1 rather than the referenced § 9-1.2. Please confirm that NFPA 1 requirements for access to building is to be met rather than the older UFC 3-600-01 language.

THIS IS A DESIGN BUILD CONTRACT -

CONTRACTOR IS REQUIRED TO PEFORM ALL

NECESSARY EXISTING CONDITION

REVIEW/INVESTIGATIONS AND PROVIDE

DESIGN AND ALL REQUIRED CALCULATIONS

TO MEET CURRENT

CODES/UFC/UFS/FC/BUILDING

REQUIREMENTS. SCOPE INCLUDES DESIGN

TO MEET CURRENT UFC, BUILDINGS CODES

AND STRUCTURAL REQUIREMENTS.

NAVFAC MidLANT Fire Protection Engineer as

AHJ is requiring the Emergency Vehicle Access that is indicated on the concept drawings.

70 Attachm ent_A__

B291_KI

NG_HA

LL_D_B

_RFP_V

ol_2.pdf

Part 6.

Attachment D. Page 13

Page 13 of the Fire Protection and Life Safety Analysis "Emergency Vehicle Access". The latest applicable UFC 3-600-01 requires compliance with NFPA 1 fire apparatus access. Please confirm that NFPA 1 requirements for §18.2.3.2.2 is to be met.

THIS IS A DESIGN BUILD CONTRACT -

CONTRACTOR IS REQUIRED TO PEFORM ALL

NECESSARY EXISTING CONDITION

REVIEW/INVESTIGATIONS AND PROVIDE

DESIGN AND ALL REQUIRED CALCULATIONS

TO MEET CURRENT

CODES/UFC/UFS/FC/BUILDING

REQUIREMENTS. SCOPE INCLUDES DESIGN

TO MEET CURRENT UFC, BUILDINGS CODES

AND STRUCTURAL REQUIREMENTS.

NAVFAC MidLANT Fire Protection Engineer as AHJ is requiring the Emergency Vehicle Access that is indicated on the concept drawings. FOLLOW

REQUIREMENTS OF ALL UFC, UFS, FC,

CODES, REGULATIONS, UFGS AND

REQUIREMENTS OF A DESIGN BUILD

CONTRACT

72 Attachm ent_A__

B291_KI

NG_HA

LL_D_B

_RFP_V

ol_2.pdf

Part 6.

Attachment D. Page 6

Page 13 of the Fire Protection and Life Safety Analysis "Occupancy". The current floor plan doesn't comply with NFPA 101 of multiple, mixed occupancies egress requirements. Please confirm that the DB has the liberty to reconfigure the spaces or redefine the life safety codes occupancy classification to meet code compliance.

THIS IS A DESIGN BUILD CONTRACT -

CONTRACTOR IS REQUIRED TO PEFORM ALL

NECESSARY EXISTING CONDITION

REVIEW/INVESTIGATIONS AND PROVIDE

DESIGN AND ALL REQUIRED CALCULATIONS

TO MEET CURRENT

CODES/UFC/UFS/FC/BUILDING

REQUIREMENTS. SCOPE INCLUDES DESIGN

TO MEET CURRENT UFC, BUILDINGS CODES

AND STRUCTURAL REQUIREMENTS . The building must comply with new construction requirements of IBC for the planned approach. The sprinkler system is required for compliance. The assembly and residential on the first floor will be separated from the remainder of the floor as well as from the second floor by 1-hour construction.

FOLLOW REQUIREMENTS OF ALL UFC, UFS,

FC, CODES, REGULATIONS, UFGS AND

REQUIREMENTS OF A DESIGN BUILD

CONTRACT

76 6 and

02 84 33 2.2 and 3.4(g)

Section 02 84 33, Paragraph 3.4(g), requires repeated cleaning of PCB-impacted adjacent building surfaces until post-remediation results are less than 1 ppm. If this result cannot be achieved, the Contractor must develop an encapsulation plan for EPA approval.

Section 2.2 identifies Sikagard 62, Sikagard 670W, Sikadur 35, BASF Sonoguard, or EPA-approved equivalents. Please confirm: (1) the required EPA approval pathway and anticipated review duration; (2) whether the listed encapsulants are preapproved or require project-specific EPA approval; (3) the required sampling method, frequency, and acceptance criteria;

(4) whether a contingency encapsulation plan may be submitted in advance to protect the mid-May through mid-September PCB work window; and (5) whether Government approval of the PCB Removal Work Plan is separate from EPA approval of the encapsulation plan.

the existing PCB sealant and associated windows is suggested to be disposed of as Bulk Waste. 1) Review EPA guidelines and website for "Steps to Safe PCB Abatement Activities" for pathway (coordination with Naval Station Newport Environmental Department) and anticipated review duration. Naval Station Newport reports to Boston EPA Regional office. The Navy cannot dictate another Federal agency's timeframes for review and approvals of plan. 2) The listed encapsulants have been suggested by EPA on other projects, but are not formally noted as "EPA approved", refer to EPA website. 3) Sampling method, frequency and acceptance criteria goal are the required number of wipe samples required to achieve results less than 1ppm, refer to EPA website for additional information. 4) If results do not meet achieved goals, thereafter, an encapsulation plan will be prepared and submitted to EPA for approval. This also requires self-implementing plans for continual monitoring and testing of encapsulated materials in occupied buildings. It is suggested to test the cleaning method on a few sample locations prior to start of window demolition and installation work (refer to existing Haz Mat reports for existing sampling results of substrates) 5) Naval Station Newport PCB removal work plan is a separate submittal from EPA

Encapsulation Plan, both if applicable, are submitted to EPA. Refer to EPA website for "Steps to Safe PCB Abatement Activities" . THIS IS A DESIGN BUILD

CONTRACT - CONTRACTOR IS REQUIRED TO

PEFORM ALL NECESSARY EXISTING

CONDITION REVIEW/INVESTIGATIONS AND

PROVIDE DESIGN AND ALL REQUIRED

CALCULATIONS TO MEET CURRENT

CODES/UFC/UFS/FC BUILDING

REQUIREMENTS.FOLLOW REQUIREMENTS OF

ALL UFC, UFS, FC, CODES, REGULATIONS,

UFGS AND REQUIREMENTS OF A DESIGN

BUILD CONTRACT

77 D20 What is the anticipated extent of work (demo and/or re-use exist.) regarding the underground piping systems (Sanitary & Rainleader)?

The intent is to reuse existing.

78 D20 What is the extent of work regarding the above ground Rainleader (Primary & Overflow) piping systems, (demo and/or re-use exist.)?

Roof drains need to be replaced with combination roof drains and secondary drainage piping added from roof drain to overflow nozzle. Primary roof drain piping will be re-used, but it must be video camera inspected, cleared of any blockages and hydro-jet cleaned as called out on CU101 and P-124 thru P-128.

79 D20 Drawing P-401 – What are the units tagged OWH- 1&2?

Existing Oil Water Heaters.

80 D20 Provide more information regarding type/sizing/capacity/details/etc. for the hot water generation system(s) to be utilized.

The type of system is documented in Part 3, Chapter 6, ESR D20, D202003. Capacity is discussed in Part 3, Chapter 4, 4.4.4 Plumbing - Domestic Water Service, but this is a design build contract - contractor is required to perform all necessary existing condition review/investigations and provide design and all required calculations to meet current codes/UFC/building requirements.

81 D20 Drawing P-101 – Will the Barber Shop require sinks/hair traps, etc.?

Barber shop sinks are not included The intent is to upgrade finishes and spaces in-kind to existing in this area.

86 Vol 1 Part 3

ESR B20

B201001, B201004;

Part 4 B20;

Attachment

D Price Form

Please confirm the intent of Bid Option 1: (a) is the prefabricated insulated metal panel exterior closure installed over the existing brick veneer or in lieu of it;

(b) does Option 1 replace or supplement the base-bid masonry repair scope (repointing, corner rebuilds, lintel and precast band replacement, expansion joints, facade cleaning); and (c) how is Option 1 to be priced and scheduled on the Price Proposal Form within the 1,278-day period?

Attachment "O" Gale Report is most current. Base Bid work is all work in Design Build RFP, except for work associated and noted as Option 1 for design and construction for new exterior insulated metal panel system over existing brick veneer. "Alternate" work as noted in the Attachment O requirements shall be determined by Design Build contract - AS DESIGN

BUILD CONTRACT - CONTRACTOR TO

PROVIDE ALL REQUIRED INVESTIGATIONS,

TESTING, CALCULATIONS, DESIGN

(WHETHER PASSIVE OR ACTIVE) WITH

APPLICABLE POST MITIGATION TESTING

AND ACCEPTANCE CRITERIA PER ALL

REQUIRED CODES/UFC/AND

ENVIRONMENTAL AGENCIES TO DETERMINE

IF ANY EXISTING SYSTEMS ARE EQUITABLE

TO REMAIN FOR EXTENDED LIFE CYCLE OF

50 YEARS. Should Option 1 be awarded, exterior masonry veneer repairs and associated exterior wall repairs will be descoped. Award of Option 1 work will be scheduled for completion within the contract duration of 1,278 day.

88 Vol 1 Part 3 4.2.2; Vol 2 Attachment

O

Part 3 states the Gale investigation report is "forthcoming." Attachment O contains a Gale report.

Please confirm Attachment O is the final report and whether the "Alternate" items in its scope summary (100% precast band replacement; base-of-wall through-

Attachment "O" Gale Report is most current. Base Bid work is all work in Design Build RFP, except for work associated and noted as Option 1 for design and construction for new exterior insulated metal panel system over existing brick veneer. "Alternate" work as noted in the Attachment O requirements shall be wall flashing replacement) are base-bid requirements, Bid Option scope, or excluded.

determined by Design Build contract - AS DESIGN

BUILD CONTRACT - CONTRACTOR TO

PROVIDE ALL REQUIRED INVESTIGATIONS,

TESTING, CALCULATIONS, DESIGN

(WHETHER PASSIVE OR ACTIVE) WITH

APPLICABLE POST MITIGATION TESTING

AND ACCEPTANCE CRITERIA PER ALL

REQUIRED CODES/UFC/AND

ENVIRONMENTAL AGENCIES TO DETERMINE

IF ANY EXISTING SYSTEMS ARE EQUITABLE

TO REMAIN FOR EXTENDED LIFE CYCLE OF

50 YEARS.

91 Vol 2 Attachment

J (GZA

2016, RPF

2025); Vol 1 02 84 33

GZA identified exterior window caulk with PCB concentrations above 50 ppm at 15 of 16 sampled locations. Please confirm (a) whether removal of adjacent brick, CMU and other substrate along with the caulk (as PCB Bulk Product Waste under 40 CFR 761.62) is required scope, (b) whether the Government has coordinated with EPA Region 1 on a disposal approach, and (c) whether any PCB Remediation Waste (761.61) work plan is anticipated.

the existing PCB sealant and associated windows is suggested to be disposed of as Bulk Waste. 1) Review EPA guidelines and website for "Steps to Safe PCB Abatement Activities" for pathway (coordination with Naval Station Newport Environmental Department) and anticipated review duration. Naval Station Newport reports to Boston EPA Regional office. The Navy cannot dictate another Federal agency's timeframes for review and approvals of plan. 2) The listed encapsulants have been suggested by EPA on other projects, but are not formally noted as "EPA approved", refer to EPA website. 3) Sampling method, frequency and acceptance criteria goal are the required number of wipe samples required to achieve results less than 1ppm, refer to EPA website for additional information. 4) If results do not meet achieved goals, thereafter, an encapsulation plan will be prepared and submitted to EPA for approval. This also requires self-implementing plans for continual monitoring and testing of encapsulated materials in occupied buildings. It is suggested to test the cleaning method on a few sample locations prior to start of window demolition and installation work (refer to existing Haz Mat reports for existing sampling results of substrates) 5) Naval Station Newport PCB removal work plan is a separate submittal from EPA Encapsulation Plan, both if applicable, are submitted to EPA. Refer to EPA website for "Steps to Safe PCB Abatement Activities" . FOLLOW

REQUIREMENTS OF ALL UFC, UFS, FC,

CODES, REGULATIONS, UFGS AND

REQUIREMENTS OF A DESIGN BUILD

CONTRACT

93 Vol 1 Part 3

ESR F20

(F2020 1.7, 1.8)

ESR F20 references low-level radioactive components and chlordane work "in accordance with Parts 5 and 6."

No survey data or specification for these materials is included. Please confirm whether any such materials have been identified in Building 291.

IT IS NOT KNOWN, OR CONFIRMED, THAT

ANY SUCH MATERIALS HAVE BEEN

IDENTIFIED IN B291 KING HALL. To date, no existing hazardous materials testing and reports conducted for B291 King Hall have included such materials as being present.

95 Vol 1 Part 3 Ch. 1; Vol 2 Attachment

R

Attachment R notes require the contractor to develop detailed drawings of the Bldg 690 and Bldg 23 swing spaces for NHCNE approval. Please confirm (a) the Government/NHCNE review duration for those drawings, (b) whether DHA network connectivity, medical phone system integration and NMCI drops in swing spaces are Government-furnished or contractor scope, and (c) whether Medical furnishes the blood pressure machines, hydroculator, ice machine and exercise equipment to be installed.

a) review duration for any design submission will be 14 days. b) all IT and power requirements for all noted swing space work provided and installed by contractor c) Medical items are existing on B291 King Hall and to be "moved" and "relocated" into swing spaces. REFER TO AMENDMENT FOR

REVISED PROJECT DESCRIPTION PART 3

CHAPTER 1/CHAPTER 2 AND ATTACHMENT R

97 Vol 2 Attachment R Bldg 1269 notes

The Tomich Hall notes require new key-card locksets, an encoder and 800 blank cards. Please identify the required card system/manufacturer for compatibility with OTCN and NSN systems, and confirm the number of doors.

REFER TO AMENDMENT FOR REVISED

PROJECT DESCRIPTION PART 3 CHAPTER

1/CHAPTER 2 AND ATTACHMENT R for plans and doors included within the highlighted areas

99 Vol 1 Part 3 4.1.1; Vol 2 Attachment

B

Part 3 notes the building was not constructed per the 1964 drawings along grid line B. Please confirm whether any as-built or record drawings beyond Attachment B exist and will be provided, and whether the Government will allow pre-award or early post-award destructive investigation.

No other record drawings beyond what is included in the DB RFP are known at this time. No work will be allowed before contract award. Post award work may occur upon approval of plan by Contracting Officer and concurrence with tenants if testing is in occupied buildings.

100 Vol 1 Part 3 Ch. 1 and

ESR B30

The RFP requires repair of a minimum of 10% of the existing roof deck. Please confirm how deck repair beyond 10% will be handled (unit price, allowance, or contractor risk) and whether a unit price line is intended on the Price Proposal Form.

See Amendment for Revised Price Schedule and unit price

103 Vol 2 Attachment

D

The FP&LS analysis states hydraulic calculations show no fire pump is required based on the base water supply. Please confirm the Government will accept the base fire pump (manually operated, cistern-fed) as part of the available supply for design purposes, or whether the design must rely solely on the municipal supply (approx. 1,190 gpm at 43 psi).

THIS IS A DESIGN BUILD CONTRACT -

CONTRACTOR IS REQUIRED TO PEFORM ALL

NECESSARY EXISTING CONDITION

REVIEW/INVESTIGATIONS AND PROVIDE

DESIGN AND ALL REQUIRED CALCULATIONS

TO MEET CURRENT CODES/UFC/UFC/FC

BUILDING REQUIREMENTS. SCOPE INCLUDES

DESIGN TO MEET CURRENT UFCS,

BUILDINGS CODES LIFE SAFETY AND

STRUCTURAL REQUIREMENTS. Contractor must perform flow test per UFC 3-600-01 and NFPA 291 for use during sprinkler system shop drawing development. Based on flow test results (12/20/2024) the municipal water supply for the building is acceptable for providing the necessary water for the sprinkler system. The base fire pump and cistern is required to meet the fire flow requirements in accordance with NFPA 1 section 18.4.4.3.4 for a building of this size and type of construction.

FOLLOW REQUIREMENTS OF ALL UFC, UFS,

FC, CODES, REGULATIONS, UFGS AND

REQUIREMENTS OF A DESIGN BUILD

CONTRACT

105 Vol 1 ESR E20 E2020;

01 14 00 1.4.6

The RFP states FF&E design is in the base bid and FF&E procurement is a planned modification, while existing FF&E installed in November 2025 is to be moved out and back. Please confirm whether the existing FF&E is to be reinstalled in King Hall at BOD, or replaced by new FF&E under the future modification, and confirm the Collateral Equipment list, if any

REFER TO AMENDMENT FOR REVISED

PROJECT DESCRIPTION PART 3 CHAPTER

1/CHAPTER 2 AND ATTACHMENT R . REFER

TO AMENDMENT FOR REVISED PROJECT

DESCRIPTION PART 3 CHAPTER 1/CHAPTER 2

AND ATTACHMENT R

108 Vol 1 01 30 00 para 1.9.1

The Superintendent must be an employee of the prime contractor with no employment relationship with any subcontractor. Please confirm whether this applies to the alternate superintendent and to project managers, and whether personnel employed by a formally identified teaming partner (FAR 9.6) are acceptable.

FOLLOW REQUIREMENTS OF ALL UFC, UFS,

FC, CODES, REGULATIONS, UFGS AND

REQUIREMENTS OF A DESIGN BUILD

CONTRACT

118 Vol 1 Part 4 B202004-1.3

Section states Fragment Retention Film is required at existing windows. Are there any existing windows scheduled to remain?

Base Bid scope of work calls for all existing windows and storefronts to be replaced.

120 Page 5 General Require ments

01 50 00 / 3.2.2a

Payment for utility services. Please provide temporary construction utility rates to be charged and paid by the contractor.

Include a rate of $.30 per kWh

121 General Require ments

The liquidated damages for this project are listed at $17,115.93 per day. This value is significantly higher than we have seen on other projects of similar complexity and price range. Please confirm this value is correct and provide any additional details that are available to contractors on how this value was calculated so we can plan accordingly to mitigate key cost drivers for the government.

Rate is confirmed.

124 General Has the government prepared a DD1391 form for this effort? If so, contractor requests that be sent via amendment for use in validating design assumptions, scope intent, and project requirements during proposal preparation.

Programmed amount will be provided separately.

125 Swing Space/FF

&E Relocati on

Does the furniture that is required to be moved to swing spaces and back to King Hall have existing barcodes on them for identification?

According to OTC - the existing FFE does not have bar codes. UH has not confirmed.

126 SD105

& sim

Structural General Note 3 states: Do not remove all walls on the same deck at once. Vertical stacks of walls may be removed and replaced one stack at a time. That favors working one vertical bay/stack at a time, rather than demolishing every shear-wall opening across an entire floor. Please clarify if this is means and methods or if there are calculations that support that general note.

This requirement is in place to maintain the lateral stability of the structure.

130 Swing Space

Please confirm if there are any permits required for the swing space work/furniture relocation (i.e. medical permit for working in the Naval Health Clinic).

No permits are required for swing space

132 Swing Space

Please confirm how many students are anticipated to be living in King Hall upon award.

Total amount of students living in King Hall fluctuates by class. In 2025 there were 580 total OTCN students, with an additional rotating annual visiting units of 500-600 students. (not all living in King Hall) NAVFAC - REFER TO AMENDMENT

FOR REVISED PROJECT DESCRIPTION PART 3

CHAPTER 1/CHAPTER 2 AND ATTACHMENT R

. REFER TO AMENDMENT FOR REVISED

PROJECT DESCRIPTION PART 3 CHAPTER

1/CHAPTER 2 AND ATTACHMENT R

139 Please confirm if Resident Site Amenities are required for the project as prescribed by Facilities Criteria 4- 721-10N for requirements for Navy and Marine Corps Unaccompanied Housing.

THIS IS A DESIGN BUILD CONTRACT -

CONTRACTOR IS REQUIRED TO PEFORM ALL

NECESSARY EXISTING CONDITION

REVIEW/INVESTIGATIONS AND PROVIDE

DESIGN AND ALL REQUIRED CALCULATIONS

TO MEET CURRENT CODES/UFC/BUILDING

REQUIREMENTS for scope of work listed in the DB RFP. It is not anticipated that site amenities upgrades as noted in UH UFC are required for this contract.

FOLLOW REQUIREMENTS OF ALL UFC, UFS,

FC, CODES, REGULATIONS, UFGS AND

REQUIREMENTS OF A DESIGN BUILD

CONTRACT

141 Hazardo us

Materials

Typically, with PCB’s exceeding 50ppm, the substrate in which they were adhered to needs to be encapsulated or removed (per EPA rules and regulations). Since there are mentions on flooring and stair tread mastics that exceed the 50ppm threshold and those substrates are to remain, which method would the Navy prefer for abatement? Grinding of the concrete and repouring concrete/leveler, or applying a 2-coat epoxy encapsulant and flooring over the encapsulant?

Review DB RFP Attachment A - Concept drawings, Life Safety and Demolition drawings - existing stairwells are not compliant. THIS IS A DESIGN

BUILD CONTRACT - CONTRACTOR IS

REQUIRED TO PEFORM ALL NECESSARY

EXISTING CONDITION

REVIEW/INVESTIGATIONS AND PROVIDE

DESIGN AND ALL REQUIRED CALCULATIONS

TO MEET CURRENT CODES/UFC/UFS/FC

BUILDING REQUIREMENTS.FOLLOW

REQUIREMENTS OF ALL UFC, UFS, FC,

CODES, REGULATIONS, UFGS AND

REQUIREMENTS OF A DESIGN BUILD

CONTRACT

797-

Volume

7 building materials were identified as >50 PPM for PCBs (Stair tread adhesive, Carpet Adhesive, White Caulking in Laundry) Are these materials to be addressed in the PCB abatement?

THIS IS A DESIGN BUILD CONTRACT -

CONTRACTOR IS REQUIRED TO PEFORM ALL

NECESSARY EXISTING CONDITION

REVIEW/INVESTIGATIONS AND PROVIDE

DESIGN AND ALL REQUIRED CALCULATIONS

TO MEET CURRENT CODES/UFC/UFS/FC

BUILDING REQUIREMENTS. 1) Review EPA guidelines and website for "Steps to Safe PCB Abatement Activities" for pathway (coordination with Naval Station Newport Environmental Department) and anticipated review duration. Naval Station Newport reports to Boston EPA Regional office. The Navy cannot dictate another Federal agency's timeframes for review and approvals of plan. 2) The listed encapsulants have been suggested by EPA on other projects, but are not formally noted as "EPA approved", refer to EPA website. 3) Sampling method, frequency and acceptance criteria goal are the required number of wipe samples required to achieve results less than 1ppm, refer to EPA website for additional information. 4) If results do not meet achieved goals, thereafter, an encapsulation plan will be prepared and submitted to EPA for approval. This also requires self-implementing plans for continual monitoring and testing of encapsulated materials in occupied buildings. It is suggested to test the cleaning method on a few sample locations prior to start of window demolition and installation work (refer to existing Haz Mat reports for existing sampling results of substrates) 5) Naval Station Newport PCB removal work plan is a separate submittal from EPA Encapsulation Plan, both if applicable, are submitted to EPA. Refer to EPA website for "Steps to Safe PCB Abatement Activities" .

146 1281 Volume

Section 1.2 References window caulk for PCB abatement, but sampling shows the window caulk as <50 PPM. Are they to be assumed PCB Bulk product waste anyways?

What about Stair tread adhesive and Carpet Adhesive?

See RESPONSE TO #141 AND #76

147 1282 Volume

Section 1.3.7 Can the new US EPA re-interprtation rule be used for surrounding building materials, defining them as Bulk Product Watse be used, or does surrounding building materials have to be handled as remediation waste?

See RESPONSE TO #76

148 1282 Volume

Is the abatement of PCBs to be performed as "Performance Based" "Risk Based", or "Self Implementing Plan?

See RESPONSE TO #76

149 1282 Volume

Section 1.3.10

This section only references PCB Caulk, what about the other potential PCB building materials?

See RESPONSE TO #76

150 1289 Volume

Section 3.4 (c)

The plan again references window caulk as PCB Bulk Product Waste & ACM, but all sampling in the provided report shows the window caulk as <50 PPM.

See RESPONSE TO #76

151 1290 Volume

Section G After the removal, the post-testing says to collect wipe samples. Wipe samples are typically used for non-porous surfaces, and chip samples are typically used for porous surfaces. Should Sub-part O or Sub-part P be used for sampling? What sample frequency should be used, or should the subpart quantity be used?

See RESPONSE TO #76

152 1256, Volume

Sections 1.3.3.3,

1.4.1.2 & 3.5.1.1

Section 1.3.3.3 states that clearance monitoring will not be required; section 3.4.1.2 calls for sampling after removal; and section 3.5.1.1 addresses clearance certification sampling. Which is correct? Is clearance monitoring required or not?

Clearance monitoring required. THIS IS A DESIGN

BUILD CONTRACT - CONTRACTOR IS

REQUIRED TO PEFORM ALL NECESSARY

EXISTING CONDITION

REVIEW/INVESTIGATIONS AND PROVIDE

DESIGN AND ALL REQUIRED CALCULATIONS

TO MEET CURRENT CODES/UFC/UFS/FC

BUILDING REQUIREMENTS. FOLLOW

REQUIREMENTS OF ALL UFC, UFS, FC,

CODES, REGULATIONS, UFGS AND

REQUIREMENTS OF A DESIGN BUILD

CONTRACT

153 22 Part 3 Chapter

Part 3, chapter 4 references the possible presence of mold in the building, "Acoustic tiles show evidence of water damage and possible mold throughout." The RFP does not include mold abatement. If mold is found during demolition, will this be a change in condition, and modification will be provided to abate the mold?

THIS IS A DESIGN BUILD CONTRACT -

CONTRACTOR IS REQUIRED TO PEFORM ALL

NECESSARY EXISTING CONDITION

REVIEW/INVESTIGATIONS AND PROVIDE

DESIGN AND ALL REQUIRED CALCULATIONS

TO MEET CURRENT CODES/UFC/UFS/FC/UFGS

and BUILDING REQUIREMENTS. Contract to include a mold (microbial) assessment survey report of the existing facility and if mold is present, Contractor to determine locations, quantity, types, and conditions of mold. Prior to starting work, verify the location of mold and include mold remediation in the a quality comprehensive final design. Perform microbial assessment survey in accordance with FC 1-300-09N, Navy and Marine Corps Design Procedures and UFC 3-810-01N, Navy and Marine Corps Environmental Engineering for Facility Construction. Include the mold report in all design submittals. Provide mold removal work in accordance with the UFGS specifications, plans.

154 1 `Part 3 chapter 6

C3010 The wall finishes section of part 3, chapter 6 states, "all interior wall finish materials must be gypsum board."

Later in the same section, it is stated that “All interior wall finishes are indicated in the 'Room Requirements' portion of this RFP." Please confirm that the room requirements will take precedence over finishes, and it is not the intent to install gypsum board on all walls.

For example, in the berths, we will maintain the painted CMU wall finish.

1) The government cannot confirm the as-built construction of existing walls 2) AE 2) Scope indicated in drawing and package is accurate as "prep for paint" only on existing CMU interior partition walls that are "to remain". No additional acoustic wall coverings should be included in pricing or planning for this project. This is shown on the existing Wall Types and Details sheet AE001. 3) Reductions in floor area are not acceptable. Include unit cost for testing of existing assembly between Berthing Units for current STC rating for project documentation and government review. THIS IS A

DESIGN BUILD CONTRACT - CONTRACTOR IS

REQUIRED TO PEFORM ALL NECESSARY

EXISTING CONDITION

REVIEW/INVESTIGATIONS AND PROVIDE

DESIGN AND ALL REQUIRED CALCULATIONS

TO MEET CURRENT CODES/UFC/BUILDING

REQUIREMENTS

155 1 Part 3 Chapter

E102009 Please confirm that an AV design is required as part of the base contract. Currently, there is no pre-priced CLIN for providing the AV systems once the design is complete. Will the Government be procuring the AV systems under a separate contract? If another vendor will be furnishing and installing AV systems, please clarify if this will impact the ability to turn over the facility and obtain a BOD at substantial completion.

NAVFAC - REFER TO AMENDMENT FOR

REVISED PROJECT DESCRIPTION PART 3

CHAPTER 1/CHAPTER 2 AND ATTACHMENT R

. REFER TO AMENDMENT FOR REVISED

PROJECT DESCRIPTION PART 3 CHAPTER

1/CHAPTER 2 AND ATTACHMENT R The Government will be procuring all AV systems under separate contract, but AV systems to be coordinate with this Design Build Contract

156 1 Part 3 Chapter

E20 Please confirm that an FF&E design is required as part of…