N4008525R2532 Amendment 0005.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

Section 00 00 00 - Procurement and Contracting Requirements

The following changes have been made:

INFORMATION FROM TO

Response Due Date 04 Dec 2025 08 Jan 2026

N4008525R25320005

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

AMENDMENT 0005

The Amendment is issued to incorporate the following:

1. Update Instructions to Offerors section 3. EVALUATION FACTORS FOR AWARD, Factor 1, Corporate

Experience (changes denoted in red below).

2. Provide responses to PPIs (additional PPI responses will be forthcoming via Amendment(s)).

3. Extend the proposal due date from 04 December 2025 to 08 January 2026 at 1400 EST. The PPI cutoff date of 21 October 2025 remains unchanged.

1. See updates to Instructions to Offerors section 3. EVALUATION FACTORS FOR AWARD as denoted in red below:

INSTRUCTIONS TO OFFERORS

3. EVALUATION FACTORS FOR AWARD

Factor 1, Corporate Experience:

(i) Solicitation Submittal Requirements:

From:

Submit a minimum of two (2) up to a maximum of five (5) relevant construction projects for the offeror that best demonstrate your experience on relevant projects (similar in Size, Scope, and Complexity as defined below).

Experience shall be that of the offeror, performed as the Prime Contractor. Experience of proposed subcontractors will not be considered. Furthermore, experience of the offeror while working as a subcontractor will not be considered.

For purposes of this evaluation, a relevant project is further defined as:

Size: A final construction cost of $50 million dollars or greater. Final construction cost is defined as the total price paid by the customer for the construction services, including original contract award amount and any modifications executed during performance.

Scope: New Construction of a multi-building compound.

Complexity: Offerors are not required to demonstrate all complexity elements (listed below) in each relevant project submitted, but shall collectively demonstrate experience with the following work, while meeting the size and scope relevancy requirements:

a) Experience with construction in and/or around occupied facilities.

b) Experience with sequencing and/or phasing requirements.

c) Experience with crane installation and commissioning.

To:

Submit a minimum of two (2) up to a maximum of five (5) relevant construction projects for the offeror that best demonstrate your experience on relevant projects (similar in Size, Scope, and Complexity as defined below).

Experience shall be that of the offeror, performed as the Prime Contractor. Experience of proposed subcontractors will not be considered. Furthermore, experience of the offeror while working as a subcontractor will not be considered.

For purposes of this evaluation, a relevant project is further defined as:

Size: A final construction cost of $50 million dollars or greater. Final construction cost is defined as the total price paid by the customer for the construction services, including original contract award amount and any modifications executed during performance.

Scope: New Construction or Renovation of a multi-building compound.

Complexity: Offerors are not required to demonstrate all complexity elements (listed below) in each relevant project submitted, but shall collectively demonstrate experience with the following work, while meeting the size and scope relevancy requirements:

a) Experience with construction in and/or around occupied facilities.

b) Experience with sequencing and/or phasing requirements.

c) Experience with crane installation and commissioning.

2. PPI Responses:

Date

Submitted

Reference

Question Government Response Page Section Para.

09/18/25 17 00 01 15 1.2 00 01 15 - 1.2 provides a list of packages and associated drawings. There are 10 packages identified (A1 Field

Maintenance Shop, A2

Humidity Controlled

Warehouse, A3 NMSIS

Shelter, A4 Artillery Shelter, A5 B1337 Addition, B1

B1445 Addition, C1 HP500

Addition, D1 B1450 Addition, D2 Hazard Materials Bldg, Site). These associated with

Attachment I provided.

However, there are only 9

Attachment I files. It appears the "Site" package listed in 00

01 15 - 1.2 was not provided or incorporated in one of the other Attachment I files. Can you please provide the "Site" package?

Site drawings were mistakenly omitted and have since been added (Amendment 0002).

09/18/25 12 00 01.00 20

& 01 30 02.00

Both 01 30 02.00 and 12 00

01.00 20 note for the

Contractor to hire an Interior

Designer & AV Designer to perform the design, validation and the best value determination of the FF&E and AV packages. The cost for this is to be included in the base CLIN.

There are several base CLINS one for each of the various buildings but only two FF&E and two AV Planned MODs.

Please confirm that the

Design, Validation, and BVD does not need to be packaged by each building and would allow to be procured as one best value determination package similar to the CLIN rather than by Building. By building may add unnecessary costs.

Assume one package per phase for AV, and one package per phase for FF&E.

09/18/25 01 35 26 01 35 26 - 1.7.1.1 notes to provide a minimum of one

SSHO at each Project Site to function as the SSHO. Please define project site, is all of

Phase 1 considered one project site and Phase 2 is another, and is HP500

Armory is a separate site?

Phase 1 and Phase 2 will be considered a single site. HP500 will be considered a second site requiring a separate SSHO.

09/18/25 6 01 45 00 1.6.1.1 01 45 00 - 1.6.11 notes the

QC Manager is to serve as the

SSHO as detailed in 01 35 26.

01 35 26 does not state the

SSHO can be the QC

Manager. Further it states the

QC Manager may perform the duties of the Project

Superintendent.

Please confirm the minimum requirements are a Dedicated

Superintendent, SSHO, and

QC Manager.

Confirm minimum requirement is for separate, dedicated superintendent, SSHO, and QC

Manager.

09/24/25 Drawing s

All drawing sets except

C1_Hp500 are missing Civil drawings. Please provide.

Site drawings were mistakenly omitted and have since been added (Amendment 0002).

09/24/25 1 01 11 00 1.2 Paragraph 1.2 refers to a phasing schedule within the

"attached project description".

Please provide attachment. It is unclear if the HP500

Armory Bldg and site work is subject to phasing.

Additionally, Sec 01 14 00, para 1.2 states all Phase 1 facilities must be complete prior to beginning construction or demolition on

Phase 2 facilities. Must all

All HP500 Armory work is to be included as part of project Phase

2. Site work to be complete for completion of Phase 1.

Phase 1 site work be completed as well?

09/24/25 Page 10 00 21 00 Factor 3, Safety

As written, the Basis of

Evaluation for Safety rates

(DART and TCR) appears to favor declining trends over consistently very low rates.

This suggests an Offeror whose rates trend from

Moderate Risk to Low Risk may receive a higher rating than an Offeror whose rates remain Very Low Risk year-after year. As this is counter to the Government's intent to hire the safest contractors, please consider revising the wording.

DART and TCR trends that remain at Low Risk or Very

Low Risk for the five (5) previous complete calendar years indicated in the

Solicitation may also indicate a

Strength.

09/24/25 Page 12 00 21 00 Factor 4, Past

Performan ce

Please confirm that new PPQs are not required for this project, consistent with

NAVFAC and USACE policy, as put forth at https://imlive.s3.amazonaws.c om/Federal%20Government/I

D71106821063767284549803

538452326405415/NAVFAC

_USACE_PPQ.pdf.

PPQs (for Projects submitted under Factor 1) previously submitted for other RFPs will be considered so long as they follow all requirements in the

RFP, are submitted on attachment D, and are NOT incorporated simply by reference.

09/25/25 Solicitation After review of the files provided in the solicitation package, it seems that the site drawings are missing. Can

NAVFAC please provide those as soon as possible for contractors' use in developing our pricing and schedule for this opportunity?

Site drawings were mistakenly omitted and have since been added (Amendment 0002).

09/25/25 8 00 21 00 Factor 1:

Corporate

Experienc e

Factor 1: Corporate

Experience instructions identifies Scope as New

Construction of a multi-building compound. However in Block 5: Type of Work in the Attachment C:

Construction Experience Data

Sheet, it identifies selections for New Construction, Renovation, Repair, Alteration, and Other. Since the scope of work for this project also includes renovation of multiple

Renovations of multi-building compounds that meet all other

RFP requirements will be accepted under Factor 1. See

Amendment 0005.

buildings, we request that the

Scope requirement be revised to also include Renovation of a multi-building compound.

09/25/25 8 00 21 00 Factor 1:

Corporate

Experienc e

The solicitation states

"Projects submitted for the offeror shall have been completed within the past ten

(10) years from the date of issuance of this RFP." We request that NAVFAC allow projects that are at least 85% complete or substantially complete and have been accepted with partial

Beneficial Occupancy, and/or occupied by the customer.

Only projects that have been fully accepted for Beneficial

Occupancy will be accepted.

09/25/25 Building

- A1

P-601 Equipmen t Note 2 &

The notes state AC-1 is to be supplied by the Third Party

Vendor handling the Fluid

Distribution System. Is this true even though this compressor doesn't have anything to do with the Fluid

Distribution System?

AC-1 is NOT to be supplied by the Third-Party Vendor. AC-2 is the compressor provided by

Third Party Vendor. The second sentence in Note 3 needs to be removed.

09/25/25 Building

- A1

P-502 Detail B2 Will the Third Party Vendor handling the Fluid

Distribution System be responsible for supplying the

POLS Hose Reels or does fall under the Plumbing

Contractor.

The Third-Party Vendor should be supplying the POLS Hose

Reels.

09/29/25 G-001 thru

ES702

N/A N/A The solicitation package appears to be missing all of the site and hazmat drawings.

The specs list the following but no drawings are in the solicitation package. Please provide the following drawings:

G-001 thru G-002

H-101 thru H-125

B-101 thru B-107

C-001 thru C-005

VF001 thru VF103

CD-001 thru CD-105

CS001 thru CS-105

CE001 thru CE-105

CG001 thru CG105

CU001thru CU-208

C-501 thru C-510

LP001 thru LP501

S-001 thru S-202

AD101 thru AD105

ES001 thru ES702

Site and HazMat drawings were mistakenly omitted and have since been added (Amendment

0002).

10/01/25 5 1 1.1 (RFP) The solicitation states it is being issued as

"unrestricted full and open competition" (first sentence).

The second sentence states the

NAICS code is 236220 and the size standard is $45M, which represents "small business". Which is correct?

Both are correct. This solicitation is being issued as unrestricted for full and open competition. The NAICS Code for this solicitation is 236220 with a Size Standard of

$45,000,000.

10/01/25 8 (i) From the RFP: Size: A final construction cost of $50 million dollars or greater.

Final construction cost is defined as the total price paid by the customer for the construction services, including original contract award amount and any modifications executed during performance. Would the government consider laxing the construction cost to $20M or maybe $25M. We have a number of these projects that we could submit and our current bonding capacity would allow for a single project aligning with the magnitude stated within the

RFP. Please advise.

The requirement remains unchanged, please bid per RFP.

10/02/25 1 Table of

Contents

Division 2

- Existing

Condition s

The specifications indicate that there may be demolition and hazardous material remediation as a part of this scope work. There are no demolition drawings or hazardous materials reports included in the bid package.

The site indicates that there may be up to nine (9) buildings that need to be demolished in order for the new buildings to be constructed. Please confirm that demolition is a part of this scope of work as we are trying to determine the need to attend the site visit on

Wednesday October 8th.

See Site drawings posted with

Amendment 0002.

10/07/25 S-101 A1 Field Maintenance Shop, A2 Controlled Humidity

Warehouse, A-3 and A-4

Shelters, B1 Comms/Electric, and D1 Building 1450 call for densified displacement aggregate pier foundations.

The notes in the structural indicated we are to provide a load transfer platform for the aggregate piers, however there are no details on thickness or specs on material. Please provide.

The load transfer platform is required for the floor slab areas only. Floor slab design is based on the installation and approval of densified displacement aggregate piers (DDAPS) for the entire building floor slab system as recommended in the AECOM geotechnical engineering report revision dated 30 January 2024 and as specified. A load transfer platform must be provided for the DDAPS over the entire building floor slab area. The load transfer platform must consist of a minimum 12 inches of no. 57 stone. Additional thickness of the load transfer platform must be provided at no additional cost to the government, if required by the aggregate pier designer of record.

10/07/25 Specification section 31 67 00 para 1.4 provides design criteria for densified displacement aggregate piers.

It includes design criteria for

"B1 Comm/Electric" building.

B1 in the general sheets is labeled as the addition to bldg

1445. The structural foundation notes in the drawings for B1445 addition do not indicate densified displacement aggregate piers are required, as the other buildings do. Please confirm aggregate piers are required for bldg 1445 and if so, please provide a revised S-101 with a note indicating such.

Building B1, Sheet S-002, 2.0

Foundation, Note 2.0.1 states

"FOUNDATION DESIGN IS

BASED ON MAXIMUM NET

ALLOWABLE SOIL

BEARING PRESSURE OF

4,000 PSF TO BE PROVIDED

AFTER THE INSTALLATION

AND APPROVAL OF

DENSIFIED DISPLACEMENT

AGGREGATE PIERS

(DDAPS) FOR THE ENTIRE

BUILDING FOUNDATION

SYSTEM AS

RECOMMENDED IN THE

AECOM GEOTECHNICAL

ENGINEERING REPORT

REVISION DATED 30

JANUARY 2024 AND AS

SPECIFIED. ALL WALL AND

COLUMN FOOTING MUST

BE SUPPORTED ON DDAPS."

This note along with the geotechnical report states that

Building B1 (B1445 addition) requires DDAPS for foundations. DDAPS under slab for B1 are not required.

10/07/25 Page 41 03 30 00 3.10.2 This specification provides floor flatness (Ff) and Floor

Levelness (FL) values for both conventional and industrial construction. Please clarify which type of construction is to be assumed for each building.

The specified minimum conventional values (20/15) should be used for all buildings.

10/07/25 Page 35-

03 30 00 3.5.8 Specification 03 30 00 - 3.5.8 requires reinforcement bending to be done in the shop. Please confirm bending of reinforcing bars cannot be performed in the field.

Shop bending of reinforcing bars is preferred but field bending would be allowed for bars #5 or less provided minimum bend radius or other ACI requirements are met.

10/07/25 Page 6 08 11 13 3.1.1 Please confirm if hollow metal frames installed in

CMU walls should be fully grouted.

See door details for additional information.

10/07/25 23 05 93 3.4.7 This section notes to record building differential pressure for all sides of the building on each floor where openings exist. Please confirm this test is required only at 4 locations, 1 per side of the building.

DOR confirms 4 locations - 1 per side of the building.

10/07/25 Page 4 01 30 02.00 22 1.5.1 In order to properly budget travel, is the Audiovisual

Requirements (AV Design

Orientation) Meeting required to be in person?

No, this is not an in-person meeting.

10/07/25 Page 4 01 30 02.00 22 1.5.2 In order to properly budget travel, is the AV "Over the

Shoulder" Review Meeting required to be in person?

For pricing purposes, assume in-person meeting.

10/07/25 Page 4 01 30 02.00 22 1.5.3 In order to properly budget travel, is the AV Concept

Presentation Review Meeting required to be in person?

No, this is not an in-person meeting.

10/07/25 Page 4 01 30 02.00 22 1.5.4 In order to properly budget travel, is the AV Best Value

Determination (BVD)

Analysis "Over the Shoulder

Review" to be in person?

No, this is not an in-person meeting.

10/07/25 A/R 01 30 02.00 22 A/R Does the FFE installer do the final connections for voice, data and power for systems furniture? Further, if the drawings are not coordinated to depict these conditions, please confirm that these will be handled via modification or the FFE BVD award.

No, FF&E installer does not provide final connections for data or power.

10/07/25 Page 1 01 58 00 1.4 Please indicate how many temporary project identification signs are required. Is this (1) per building, (1) per project, or something else?

Provide one (1) identification sign for Phase 1 and 2. Provide a second sign for HP500.

10/07/25 01 91 00.15 1.2 Please identify all parties

(groups) who will be involved as the Government

Acceptance Testing and their

Representatives. For instance does the government plan to utilize an internal NAVFAC representative, a 3rd party hired party as well as PWD oversight? What other parties?

The Government will utilize internal Mechanical Acceptance

Engineer (MAE). The

Government will hire 3rd party

Commissioning Agent (CxA).

All will coordinate with the

Designer of Record (DOR) and

NAVFAC Construction

Management. NAVFAC MAE, CM, CxA, DOR will work together on all designated testing such as mechanical systems, building envelope, etc. per specifications. NAVFAC MAE will be directly involved with

DALT and TAB as well as in attendance for CxA meetings on

Functional Performance Tests

(FPT), Site Observation Reports and Issues/Resolutions. For

Sustainability, the Government requires 3rd Party Certification, identified for this project as GBI

Guiding Principles Compliance.

10/07/25 A/R 10 14 00.10 A/R Are building number, exterior mounted signs required to be

CFCI. If so please provide the count per building package as there could be numerous to include but not limited to;

multiple per side of the building, MEP enclosures, trash enclosures, utility markings, BMPs, etc.

See Architectural drawings for building signage details.

Coordinate building-specific requirements with Government.

10/07/25 Page 12 12 00 01.00 20 3.1.2.6 In order to properly budget travel, is the BVD Package

Submittal and "Over the

Shoulder" Review Meeting required to be in person?

For pricing purposes, assume in-person meeting.

10/07/25 Page 12 12 00 01.00 20 3.1.2.8 In order to properly budget travel, is the Pre-Final FF&E

Package "Over the Shoulder"

Submittal Review Meeting required to be in person?

No, this is not an in-person meeting.

10/07/25 A/R 12 00 01.00 20 A/R Does the A/V installer do the final connections for data and power for the AV bid options?

Further, if the drawings are not coordinated to depict these conditions, please confirm that these will be handled via modification or the A/V BVD award.

No. The AV installer will install final connections required for their system(s) to operate in coordination with the telecom installer and wiring scheme.

10/07/25 23 05 93.00 22 3.3.4 Please confirm that 100%

DALT is required per Camp

Lejeune PWD Mechanical

Policies.

Correct, 100% DALT per CL standards.

10/07/25 A/R 32 13 13.06 &

03 30 01

A/R Spec section 03 30 01 is not a typical specification and could be considered redundant with

32 13 13.06. Which specification is to be applied to what Drawing Packages or

SOW, and in the event of a conflict, which one has a higher order of precedence?

The spec. sections apply to differing work, though there is some overlap. Section 03 30 01 governs non-pavement applications unless a specification clearly states it is for a type of application.

Section 32 13 13.06 governs pavement.

10/07/25 Page 2 33 40 00 1.2 & 2.2 The spec appears to be edited removing the

HYDROSTATIC TEST ON

WATERTIGHT JOINTS,

however under certificates it still references the testing.

These provisions require storm pipe testing with booted connections at storm drain inlets. RCP suppliers will not provide material pricing as long as these requirements remain in place. To ensure material availability and accurate bid coverage for the storm drainage scope, please confirm that this requirements is not required

Confirming that hydrostatic testing is not required.

10/07/25 A/R A/R A/R Are AED's or AED cabinets a requirement to be provided by the GC on this project? If so please indicate quantity, specifications and location per building.

AEDs are not required.

10/07/25 A/R A/R A/R Are Fire Department Knox

Boxes a requirement to be provided by the GC on this project? If so please indicate quantity, specifications and location per building.

See Life Safety plans for additional information.

10/07/25 A/R A/R A/R The drawings / specs indicate that Fire Extinguisher cabinets are CFCI; please confirm that

Fire Extinguishers are part of the FFE package.

Fire extinguishers are included in FF&E.

10/07/25 N/A N/A N/A A specification section for the weapons issue ports shown on

Drawing A-509 was not provided. Please provide a specification section for the weapons issue port.

Provide as shown in project documents. Reference UFC 4-

215-01, Appendix B-2 Issue

Port.

10/07/25 Price Proposal

Sheet

Option 5 Where do Interior Design, FFE requirements costs (What

CLIN?) get carried with the services being split up across

(4) different buildings including: A1 Field

Maintenance Shop, A2

Humidity Controlled

Warehouse, A5 B1337 addition, & C1 HP500

Addition

The design and documentation of the FF&E must be funded as

Interior Design Services and included in the Base Bid.

10/07/25 Price Proposal

Sheet

Option 6 Where do Interior Design, FFE requirements costs (What

CLIN?) get carried with the services being split up across

(2) different buildings including: B1 B1445 Addition and D1 B1450 Addition

The design and documentation of the FF&E must be funded as

Interior Design Services and included in the Base Bid.

10/09/25 2 11 11 01 1.3 In Para 1.3, Design Criteria, a single compressor is described. Para 2.1, Vehicle

Service Equipment, references a duplex compressor. Please advise if single or duplex is required.

Please furnish as indicated in plumbing drawings.

10/09/25 2 11 11 01 2.1 Para 2.1, Vehicle Service

Equipment, specifies schedule

40 black steel piping. Would copper pipping be acceptable as well?

Provide per project plans and specifications.

10/09/25 2 11 11 01 2.1 Para 2.1, Vehicle Service

Equipment, specifies threaded black steel pipe for the dispensing system . Would steel compression tubing be acceptable as well?

Provide per project plans and specifications.

10/10/25 Solicitation It is requested that we be allowed to submit the Small

Business Participation

Commitment Document

(SBPCD) and Small Business

Subcontracting Plan (SBSP) five (5) days after the proposal due date to allow time for final bid submission from our SB subcontractors and estimators to finalize details required in the Plans.

Please bid per RFP. SBPCD and

SBSP shall be submitted by the due date indicated in the RFP.

10/17/25 Section 00 21

00, Instructions

In Factor 2, Management

Approach and Schedule, the

Government asks that the

CPM schedule be sufficiently detailed to identify critical and near-critical activities. Since the guidelines for near-critical activities are project-dependent, can the

Government provide a definition (days of float threshold) that will allow all bidders to use the same guidelines for submission?

For bidding purposes, near critical activities have a float of

5 days or less.

10/17/25 Section 00 21

00, Instructions

Zero PPI have been answered to-date. We request an extension to the proposal due date so that contractors have two weeks after release of all

PPI to submit their proposals.

E.g., if the PPI are released on

4 November, the proposal due date would then be extended to 18 November.

Please see revised proposal due date outlined in Amendment

0005.

10/17/25 Phasing schedule: For phase

#1 can all buildings be demolished simultaneously or will there be separate mobilizations?

Intent is for all buildings within phase to be turned over to

Contractor. Contractor to determine sequence of work.

10/17/25 Can B1450 and B1445 modifications happen simultaneously, or will there be multiple mobilizations?

Intent is for all buildings within phase to be turned over to

Contractor. Contractor to determine sequence of work.

10/17/25 Asbestos roof at B1450: Will the entire asbestos roof require removal or will we only need to peel back and remove asbestos at the tie in points?

Extent of roofing work is as shown on drawings.

10/17/25 02 41 00 3.1.8 and

3.1.9

Scrap metals 02 41 00 sections 3.1.8 and 3.1.9: Who retains the rights to scrap metal and structural steel?

Contractor hauls metal recyclables to base recycling facility.

10/17/25 02 41 00 3.1.3 and

3.1.15

Chain link fence and locksets

02 41 00 sections 3.1.3 and

3.1.15: Are we required to save locksets and chain link fence? If so, please provide area where we will need to deliver and store?

The fencing is not called out on the Drawings to be salvaged.

Remove "salvaged" from paragraph 3.1.3. Paragraph

3.1.15 calls for locksets to be delivered to a (yet to be determined) designated location.

10/20/25 1197 2.2.1.7 The Finish Legend calls for

Armstrong Interlude XL HRC

9/16”W with Fine Fissured

Square Lay-in ceiling tile. The

Specifications under Section

2.2.1.7 of the Acoustical

Ceiling Specs also call for

Square Edge ceiling tile.

Square Edge ceiling tile is not rated for 9/16” ceiling grid – only with 15/16” ceiling grid -

- and only a Fine Line

The intent is to use the 15/16" ceiling grid. Please proceed accordingly.

Beveled tile would work with the desired grid. Please clarify.

10/20/25 In the “Interior Finishes Brand

Name or Equal” document, it states Armstrong Interlude XL

HRC 3/16” as the desired ceiling grid. Please clarify is this should be 9/16”.

The intent is to use the 15/16" ceiling grid. Please proceed accordingly.

10/20/25 ES101,

CD102

Plan Note

Telecommunications -Site

Drawings: Drawing ES101, Plan Note 6 states: Demo existing duct bank and cabling back to this manhole (M419-

4)…Government will perform splice at manhole. Drawing

CD102 shows same existing telecommunications from manhole MH419-4 to

Building 1465 slated for demolition. Since government is completing final terminations of new comm cabling within manhole

MH419-4, will the government take responsibility in making safe existing telecom cabling system in same manhole in preparation of demolition of said cabling and duct bank

Please clarify.

Contractor to take responsibility but coordinate with and notify base telephone of this work.

10/20/25 T-104, T-501, T104

26 20 00 2.3 Telecommunications-HP500-

Armory (C1_HP500):

Drawing T-104, Plan Note 4 calls for connecting new solid bottom cable tray to existing solid bottom cable tray system. Drawing T-501 shows ladder and basket style cable tray. Drawing T-104, Note 5 calls for solid bottom cable tray. Spec Section 26 20 00-

2.3 calls out Basket-Type and

Ladder-Type cable trays.

Please clarify type of acceptable cable tray to include with the renovation of this building.

Solid bottom cable tray shall be provided to match and extend existing.

10/20/25 2 28 31 70 1.3.1 Fire Alarm Section 28 31 70, para 1.3.1.a points out the only building tagged for a fire alarm system is A2_Humiity

Controlled Warehouse.

Drawing show Building

A1_Field Maintenance

Building calls out for a complete system, along with renovations to other existing structures. Please clarify the fire alarm system described in the Spec. Section 28 31 70-

1.3.1.a is not exclusive to

Building A2.

Section 28 31 70 is for Fire

Alarm Systems and Section 28

31 76 is for Fire Alarm/Mass

Notification Systems.

10/20/25 T-103 Access Control System-

HP500-Armory (C1_HP500):

Drawing T-103 Security

Infrastructure Legend indicates contractor is to furnish infrastructure only, including conduit, boxes, pull wire, etc. only. Please clarify security system equipment

(parts and smarts) including cabling is provided by others for HP500 and all buildings w/ access control requirements.

Access control and security components and cabling are provided by others. Contractor is responsible for infrastructure only as indicated.

10/20/25 T-103 Access Control System-

HP500-Armory (C1_HP500):

Drawing T-103 Security

Infrastructure Legend refers to pull wire back to Security

Panel location. Please provide location of Security Panel.

Security panels are located in

Comm 118. Refer to sheet E-

401.

10/20/25 12 27 10 00 2.2.3 Specifications provide minimal information regarding CCTV system and drawings do not reflect CCTV camera installations. Please clarify if CCTV camera systems are included in the

RFP.

CCTV systems are not included.

Only limited infrastructure is required.

10/20/25 TA601 Detail C1 Audio/Visual Aid Systems:

Dwg TA601, Dtl. C1, AV

Data Outlet (by others) and

NIPR Network (Cable) are both greyed out. Please clarify that the CAT 6 cable between telecom room and these AV devices is by others as well.

Telecom contractor is responsible for cabling between the data outlet and telecom room.

10/20/25 TA601 27 41 00 Audio/Visual Aid Systems:

Dwg TA601 there is reference to Spec. Section 27 41 00.

This section is not included in

Attachment H-Specs. Please provide Section 27 41 00

Reference to 27 41 00 is in error.

Refer to Estimated cost summary for Mfg./Model BoD.

10/20/25 6 26 27 14.00 2.1.4 Sect 26 27 14 00.20-2.1.4.e states: Provide socket-mounted or panel mounted meters as indicated on the meter schedule. Sect 26 27 14

00.20-2.1.4.4 states: All meters must have identical features available in accordance with this specification. The meter schedule identifies which features must be activated at each meter location. Please provide the meter schedule.

Provide meters on PMTs to meet

Camp Lejeune standards.

10/20/25 7 and 9 02 41 00 3.1.3 and

3.1.15

Para 3.1.3 indicates chain link fencing, gates, and other salvaged items are to be transported to designated areas. Para 3.1.15 states the contractor is to deliver locksets to a designated location for receipt by the

Contracting Officer. Please confirm these items are to remain the Government's property and provide location of designated areas for drop-off.

The fencing is not called out on the Drawings to be salvaged.

Remove "salvaged" from paragraph 3.1.3. Paragraph

3.1.15 calls for locksets to be delivered to a (yet to be determined) designated location.

Contractor must coordinate On-

Base drop-off of locksets with

Contracting Officer.

10/20/25 T-101 Note 4 Attachment I - B1_B1445 drawing T-101, Note 4 states:

Provide new equipment in existing comm. racks in this room. Same for Attachment I

- A5_B1337, drawing T-101, Note 3. Whose equipment is this, and if to be supplied by contractor under this RFP please provide details as to what this equipment is.

Room was not accessible during field investigation. Provide new patch panels, etc. as required for project scope. Refer to spec section 27 10 00 for requirements.

10/20/25 T-101 and E-

Attachment I - A5_B1337, drawing T-101, Note 3 calls out room 286 as exiting comm room. Attachment I -

A5_B1337, drawing E-104 shows room 286 as storage and room 263 as elect/telecom. Please confirm which is the dedicated space where new telecom addition is to originate from.

Comment is unclear. Use

Comm room location shown on

T-101, note #2.

10/20/25 8 00 21 00

Instructions

Factor 1

Corporate

Experienc e

We have an interest in pursuing the project and have completed projects that are relevant and greater than

$50M. For Factor 1 – Project complexity would the Navy consider evaluating additional projects which are smaller than the $50M threshold if all other points of relevancy and scope are met in a project with a value less than $50M?

The requirement remains unchanged, please bid per RFP.

10/20/25 TA601 NA NA The HD500 AV Equipment

Schedule mentiones and

HDMI Imput Decora

Wallplate per Spec Section 27

41 00. Spec Section 27 41 00 is not included in the project documents. Please advise.

Reference to 27 41 00 is in error.

Refer to Estimated cost summary for Mfg./Model BoD.

10/21/25 4 23 81 00 2.1 Please advise the product/manufacturer of the

Air-Source Heat Pumps.

When accessing the link in the specs, the domain is lost.

https://www.energystar.gov/prod uctfinder/product/certified-heat-pumps/results

10/21/25 A201 A2_HCNTRL NA Please confirm there are pre-cast concrete bollards on each side of the coiling doors on the South and North elevations at the Humidity

Controlled Warehouse.

Confirmed. There are bollards on each side of overhead doors.

See A2 sheet A-505 for additional information.

10/21/25 NA 1 NA Please confirm if this project contains any liquidated damages.

Liquidated damage information is provided in FAR 52.211-12 of the RFP.

10/21/25 We respectfully request a two-week extension to submit additional questions related to the site drawings released via

Amendment 02 on 8 October

2025, three weeks after the original release of the RFP.

Due to receiving the drawings late, our subcontractors have had limited time to review the drawings and properly address any issues needed for

Government clarification.

Please see revised proposal due date outlined in Amendment

0005.

10/21/25 52 01 30 02.00 22 1.3 Specification section 01 30

02.00 22 states, "The design and documentation of the AV system shall be funded as the

AV

Services Option." This option does not appear n the

Government Price form.

please confirm that the

Government will provided the

AV Services Option on the bid form for contractors to price.

The design and documentation of the AV must be funded as

Audio Visual Design Services and should be included in the

Base Bid.

10/21/25 Drawing C-002 of the site drawings note 12 under access and staging states, " The

Armory (Building HP500) is part of Phase 2. Attachment I

Sheet G-002 shows building

HP-500 hashed by a red outline. The other location maps indicate that the red hash is for phase 1 buildings.

please confirm if HP500 is a phase 1 or phase 2 building. If

HP500 is a phase 2 building, HP500 is a phase 2 building.

https://www.energystar.gov/productfinder/product/certified-heat-pumps/results https://www.energystar.gov/productfinder/product/certified-heat-pumps/results https://www.energystar.gov/productfinder/product/certified-heat-pumps/results could it be a phase 1 building?

is their a reason the

Government requires HP500 to be in either phase 1 or phase 2?

10/21/25 I-601 Drawings I-601 call for PNT-

6 at the Exposed Ceilings and

Drywall. Schedule shows

PNT-5. Please confirm if

PNT-6 is supposed to be

PNT-5

The paint for all exposed ceilings and GWB is Sherwin

Williams SW7757 High

Reflective White.

10/21/25 P-202 11 11 01-Vehicle Service

Equipment spec is provided and notes that this bulk lubricant equipment for

Engine Oil, Gear Oil, Engine

Coolant and Transmission fluid is to be delegated design to include furnish and install.

A1 Maintenance Drawing P-

202 notes that the Air

Compressor (note 12) and the engine oil, engine coolant, transmission fluid adn gear oil tanks are "Third Party". Pipe systems are designed and can be included (CFCI), but final connection scope is uknown.

Please verify specification 11

11 01 is not applicable and the

3rd Party Vendor (GFGI) will include the scope of work in this specification and make final connections for the equipment. The Contractor will include all EC, EO, GO, TF and CA piping shown on

P-102 along with the air compressor and dryer that is called out on P-601

The Third-Party Vendor

(Delegated Design professional) is under the contractor's scope and will be supplying the complete POLS system. This is a delegated design and

Specification 11 11 01 is applicable. Final connections for a complete system fall under the contractor's scope of work.

10/21/25 11 11 01 1.3 11 11 01-1.3 notes to furnish distribution extensions for A5

(Building 1337) and D1

(building 1450). No distribution work is shown on the plumbing plans for required systems. Please verify this is not applicable.

See plumbing drawings for additional information.

10/21/25 Finishes

UFGS

09 06 00

/ Interior

Finishes

Brand

Name or

Equal

Justificat ion

Please confirm whether we can utilize the quantities listed in the attached “P1556

Interior Finishes Brand Name or Equal” document as the basis for estimating and bidding purposes. The attachment provides detailed finish types and quantities

(e.g., paint SF, tile SF, wall base LF, signage EA, etc.).

Please advise if these quantities reflect the intended scope?

Quantities listed in the J&A forms are estimates - Please refer to drawings to confirm quantities and finish locations.

10/21/25 A2

Building, A2/S-

502 &

B3/S-

A2/S-502 calls for a sloped concrete but does not appear to show up anywhere on the roof framing plan. B3/S-511 calls for CMU bond beam at roof edges. Please confirm that A2/S-502 is not applicable and CMU bond beam on B3/S-511 is the correct detail to use for roof edges.

Detail A2/S-502 calls for sloped grout similar to concrete in order to allow the contractor the option to choose to pour sloped reinforced grout "cap" along the sloped roof edges in lieu of cutting CMU block to create the sloped bond beam condition required by the roof edge sections. Either option is acceptable as long as the depth of the CMU bond beam as specified in the roof edge section is maintained.

10/21/25 A1

Building, MH102

Building A1, MH102 and M-

001: M-001 note 18 states "all exposed ductwork to be double wall insulated...".

MH102 does not indicate double wall insulated duct, please clarify if all exposed duct is to be double wall insulated duct.

DOR confirms all exposed duct to be double wall insulated duct.

10/21/25 A1

Building, S-502

Please confirm if L6x6x3/8 &

L8x8x1/2 lintels are bolted or mortar to brick. If bolted, provide detail.

The L6x6x3/8 and L8x8x1/2 are

"loose lintels" to be used to support the brick with a CMU or metal stud back-up wall per note

5 of the lintel schedule.

Therefore, an 8" cmu wall with brick veneer with an 8'-0" opening could utilize an 8x16" bond beam to support the 8" cmu and a L8x8x1/2 loose angle lintel to support the brick veneer. Neither the L6x6 or

L8x8 are required to be bolted.

10/21/25 A5

Building, P-102

Building A5, drawing P-102.

Please verify the Fluids piping system is only to be provided for the Engine Coolant, Gear

Oil, Engine Oil and

Transmission Fluid CFCI.

We are anticipating the hose reels and final connections to

3rd party vendor equipment is

GFGI.

It is our understanding that these are the only fluids required for this building. Confirmation on final connections to the hose reels needs to be GFCI.

Coordinate connection with

Contracting Officer.

10/21/25 Specification

00 70 00

FAR 52.211-13 - Time

Extensions was not included in the RFP. Please confirm this clause is applicable to this contract

FAR 52.211-13 is not applicable to this Solicitation.

10/21/25 Specification

104416

Fire extinguisher Spec calls for cabinets but no fire extinguisher cabinets are given in plans. Please confirm location of FEC's.

No cabinets shown. Provide fire extinguishers on hooks in locations as indicated on plans.

10/21/25 105113-

2.1.1.

Bldg A1, A5, A-

401.

Bldg C1, B5, A-

402.

Lockers in plans have 6" premanufactured locker base but Spec calls for 4" premanufactured locker base.

Confirm if lockers are to have

6" or 4" base.

Please reference the spec for the proper locker base. Base should be 4"H.

10/21/25 120001.0

Bldg A1, I-101, FFE

Schedule

Fire extinguishers are included in the plans' furniture schedule. It is not clear which items are to be CFCI, CFGI, GFGI, or GFCI from the furniture schedules. Please identify what equipment is to be provided by contractor and government in revision.

Please refer to sheet I-101 for each building for all furniture, CFCI, and GFGI schedules.

Please refer to the FF&E Basis of Design Criteria for further furniture details.

10/21/25 Attache mtn I _

C1_HP5

00 &

Amendm ent 2 - S-

C-002

C1_HP500, G-002 has a "red border" around the site which on the other drawings indicates Phase 1. The Site drawings in Amendment 2, S_C-002, under Access and

Staging #12 says, "ALLOW

30 CALENDAR DAYS

AFTER ACCEPTANCE OF

PHASE 1 FACILITIES

PRIOR TO BEGINNING

CONSTRUCTION OR

DEMOLITION WORK ON

PHASE 2 FACILITIES. THE

ARMORY (BUILDING

HP500) IS PART OF PHASE

2.

Please confirm C1_HP500 is part of Phase 2.

Confirmed. The Armory, Building HP500 is part of phase

2.

10/21/25 C1

Armory

T-401, ES101,

ES104

C1 Armory T-401 Plan Note 1 instructs EC to provide 3-4"

OSP duct bank from Manhole

MH-419-4. MH419-4 is located by the Field

Maintenance building, shown on ES101, approximately

5,000 feet away. ES104 detail

A3 instructs EC to provide 3-

4" OSP duct bank from manhole MH589-4-1-2 per

Plan Note 3. Please confirm if

OSP duct bank for HP500

Armory bldg is from MH-

419-4 or MH589-4-1-2.

Connections confirmed as indicated on ES104.

10/21/25 CU107 On plan CU107 Humidity

Controlled Warehouse Sewer

- East shows 10" PVC sanitary sewer and match line to CU106 where the profile shows an 8" PVC sanitary sewer. Please confirm that

CU107 should be 8" PVC sanitary sewer.

The new sewer is 8", the existing downstream sewer is 10".

10/21/25 01 14 00

& C1 -

C002 &

C003

01 14 00 - 1.2 notes an

Explosive Safety Submssion is required for approval and no ground intrusive operations can occurr untill approval.

Offerors are to assume 9 months for approval. Please confirm this is only for the

C1_HP550 site.

Confirming only the HP500 site.

10/21/25 Bldg A1, A-401 &

Detail

A3, A-

ABA shower details shown in

A-402, but no notation on the overhead plans showing which showers are to be ABA compliant. Please designate shower types directly on drawings or confirm all showers are to be ABA compliant. Solid Surface shelving is in the corner of showers on A-401, contradicting the SS shelf beside the shower controls, please confirm Solid surface shelving locations.

Showers with clear floor space turn around identified outside of the shower to be accessible.

Provide accessible shower fixtures, seat, and grab bars as indicated on sheet A-402.

Provide shower shelves as shown on A3/A-402 and (2) corner shower shelves 48" and

60" above finished floor.

10/21/25 Specification

01 91 19

Per Specification Section 01

91 19, please confirm if the

BECx and BECxP agents are provided by the Government or if they are to be third party provided by the GC to work with the Owner's

Commissioning Agent.

Building Envelope

Commissioning will be part of the 3rd party Commissioning contract awarded by the

Government.

10/21/25 Specification

01 91 19

Please confirm if building commissioning tests per 01 91

19 and pressure testing of the air barrier envelope is only required for the Field

Maintenance Shop and the

Humidity Controlled

Warehouse.

No testing required.

10/21/25 A1 A-

Drawing A-602 for set A1 and other buildings show the exterior door frames to be fully grouted per detail A1/A-

602. Detail A5/A-602 shows a door frame in interior CMU walls to not be fully grouted.

Please confirm that this is correct and interior door frames in CMU walls are not to be fully grouted per A5/A-

602.

Confirmed.

10/21/25 A5 A-

In Drawing set A5 door

#101B and 101C head and jamb details refer to detail

D5/A-602. This detail shows two scenarios; where in a stud wall the frame is to be insulated and in a CMU wall the frame is to be grouted solid. The wall that contains both doors #101B and #101C has a CMU wainscot with stud wall above. Please confirm that the door frames for doors #101B and #101C are only to be grouted solid for the portion of the frame in the CMU wainscot.

Provide per project plans and specifications.

10/21/25 Specification

08 71 00

Specification section 08 71 00 calls for marine grade locks at exterior locations, but the hardware sets have cylindrical locks listed. Cylindrical locks are not available in stainless steel. Please confirm a cylindrical lock with a 626 finish is acceptable.

Hardware was specified as required by UFC. DOR acknowledges that hardware per specification is not available.

This is a common issue aboard

Camp Lejeune. This item is typically addressed during shop drawing review/approval via government approval of submitted hardware.

10/21/25 Specification

08 71 00

Specification section 08 71 00 calls for stainless steel closers.

A true stainless steel closer is not available. Please provide a basis of design as to what is being requested for the closers.

Hardware was specified as required by UFC. DOR acknowledges that hardware per specification is not available.

This is a common issue aboard

Camp Lejeune. This item is typically addressed during shop drawing review/approval via government approval of submitted hardware.

10/21/25 A1 A-

Drawing set A1 drawing A-

603 shows a window schedule. The schedule shows the type A window then proceeds to list L-1 through L-21 below the type

A window. These L-1 through L-21 denotation and sizes match up to the louver schedule on the very same page please confirm if this is a typo or if glazing is required at the louvers.

This is a typo. Louvers will not be glazed.

10/21/25 B1 A-

Drawing set B1 drawing A-

101 general note 4 states to reference sheet A-60X for a window schedule. Please confirm that a window schedule does not exist for building B1445 drawing set

B1.

Confirmed. There is no window schedule for building

B1_B1445.

10/21/25 A-201 The drawings are a bit unclear on where splash blocks are needed for downspouts vs downspout boots. Please clarify which locations are to receive downspout boots.

All buildings receive splashblocks with the exception of building HP500 which will receive downspout boots.

10/21/25 Finish

Schedule

Corner guards are mentioned in the notes and finish schedule of drawings, but no locations are marked on the plans. Please confirm locations of corner guards.

FRP in the janitor closets is not clearly marked. Please confirm if FRP is to go around the whole perimeter of the room or just the side with the mop sink and holder.

Please see Note H on I-502 for corner guard locations. FRP is to be installed on all Janitor Closet walls.

10/21/25 Specification

31 67 00

The specs for the

Displacement Aggregate Piers

31 67 00 calls for Perform modulus testing on sample aggregate piers to verify delegated design parameters.

Is there a specified number of modulus/load tests required for the displacement aggregate piers?

Aggregate pier work is delegated design. Provide sufficient modulus/load tests to support structural calculations.

10/21/25 C-002 On C-002, Environmental -

"3. ALL SOILS

EXCAVATED UNDER

BUILDINGS AND

ADDITIONS

CONSTRUCTED UNDER

THIS CONTRACT ARE

PRESUMED TO CONTAIN

PFAS AND MUST BE

REPLACED WITH CLEAN

STRUCTURAL FILL."

Please confirm that there is no excavation of PFAS contaminated soils to be included in the base bid and that all PFAS contaminated soil media excavation, handling, storage, sampling, analysis, treatment and disposal at a permitted licensed facility is to be included in CLIN 0001N, unit price line item.

Disposal of surplus excavation spoils and replacement with imported clean structural fill/select material is covered under clin 0001N. Excavated onsite soils may be reused as common fill where specified.

10/21/25 Bid

Form

CLIN 0001N, Unit Price -

7,000 tons - PFAS contaminated soil media excavation, handling, storage, sampling, analysis, treatment and disposal at a permitted licensed facility.