N4008525R2507 Amendment 0003.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 07 Oct 2025 28 Oct 2025

N4008525R25070003

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

AMENDMENT 0003

The Amendment is issued to incorporate the following:

1. Provide revisions to Section 00 73 00 – Supplementary Conditions, GENERAL REQUIREMENTS.

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

PPI Government Response has been included in the below table (denoted in red).

3. Provide revised Attachment J – Price Proposal Form (labelled “Attachment J - Price Proposal Form

Rev1”).

4. Provide specification and drawing revisions (see attachments labelled “Technical Amendment 0003 –

Revisions Narrative”, “Technical Amendment 0003 DWG”, and “Technical Amendment 0003 SPC” for all revisions).

5. Extend the proposal due from 07 October 2025 to 28 October 2025 at 1400 EDT. The PPI cutoff date of 09

September 2025 remains unchanged.

1. See updates to Section 00 73 00 – Supplementary Conditions, GENERAL REQUIREMENTS as denoted in red below:

GENERAL REQUIREMENTS

GENERAL REQUIREMENTS FOR THE SEED PROJECT

From:

The following CLINs will be included in the solicitation:

CLIN 0001 - Base Price - Total Price for the entire work for Project P-1538 SOF Armory in accordance with the drawings and specifications, complete, but excluding work provided in another Priced line Item.

CLIN 0002 - Option Item No. 1 – Price for providing Audio Visual System (A/V) Equipment, testing, and associated training in accordance with the drawings and specifications, but excluding work provided in another

Priced line item. Equipment includes, but is not limited to, items such as flat panel monitors, projectors, wall input boxes, touch screens, push button control panels, video teleconferencing codecs, microphones, speakers and the communication cabling connecting these devices together.

CLIN 0003 - Option Item No. 2 – Price for providing work in connection with labor, material, equipment, transportation and supervision required for the Furniture, Fixtures, and Equipment (FF&E), complete in accordance with the drawings and specifications, but excluding work provided in another Priced line item.

CLIN 0004 - Option Item No. 3 – Unit Price for undercut and temporary stockpiling of additional geotechnically unsuitable subgrade soils and replacement with imported structural fill material or with NCDOT #57 crushed stone, complete in accordance with the drawings and specifications, but excluding work provided in another Line Item.

Disposal of impacted surplus media will be covered under a separate CLIN.

CLIN 0005 - Option Item No. 4 – Unit Price for surcharging the plan extent of the building area plus 5 feet beyond the limits of the outside perimeter of the building foundation footprint.

CLIN 0006 - Option Item No. 5 – Unit Price for handling, storage, sampling, and analysis of petroleum impacted media for treatment and disposal at a licensed RCRA D facility, complete in accordance with the drawings and specifications, but excluding work provided in another Line Item.

CLIN 0007 - Option Item No. 6 – Unit Price for handling, storage, sampling, analysis, treatment, and disposal of additional hazardous contaminated soil media at a permitted licensed RCRA C facility, complete in accordance with the drawings and specifications, but excluding work provided in another Line Item.

To:

The following CLINs will be included in the solicitation:

CLIN 0001 - Base Price – Total Price for the entire work for Project P-1538 SOF Armory in accordance with the drawings and specifications, complete, but excluding work provided in another Priced line Item.

CLIN 0002 - Option Item No. 1 – Price for providing Audio Visual System (A/V) Equipment, testing, and associated training in accordance with the drawings and specifications, but excluding work provided in another

Priced line item. Equipment includes, but is not limited to, items such as flat panel monitors, projectors, wall input boxes, touch screens, push button control panels, video teleconferencing codecs, microphones, speakers and the communication cabling connecting these devices together.

CLIN 0003 - Option Item No. 2 – Price for providing work in connection with labor, material, equipment, transportation and supervision required for the Furniture, Fixtures, and Equipment (FF&E), complete in accordance with the drawings and specifications, but excluding work provided in another Priced line item.

CLIN 0004 - Option Item No. 3 – Unit Price for undercut and temporary stockpiling of additional geotechnically unsuitable subgrade soils and replacement with imported structural fill material or with NCDOT #57 crushed stone, complete in accordance with the drawings and specifications, but excluding work provided in another Line Item.

Disposal of impacted surplus media will be covered under a separate CLIN.

CLIN 0005 - Option Item No. 4 – Unit Price for handling, storage, sampling, and analysis of non-hazardous impacted surplus soil media including but limited to PFAS, petroleum, VOC’s and metals for treatment and disposal at a licensed facility, complete in accordance with the drawings and specifications, but excluding work provided in another priced line item.

CLIN 0006 - Option Item No. 5 – Unit Price for demolition, removal and disposal of unforeseen buried debris, structures, pipes and concrete below grade 1/2 CY and larger in size encountered within the planned excavation limits complete in accordance with the drawings and specifications, but excluding work provided in another line item.

2. PPI Responses:

Date

Submitted

Reference

Question Government Response

Page Section Para.

09/04/25 14 of 61 (4) Factor 4 2 3) Section 00 21 00, (4) Factor 4, Past Performance: (i) Solicitation submittal requirements states, (on page 14 paragraph 2), “offers shall not incorporate by reference into their proposal PPQ or CPARS previously submitted for other

RFPs. However, this does not preclude the government from utilizing previously submitted PPQ information in the past

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.

performance evaluation.”

Our interpretation of the above

RFP excerpt is as follows: PPQ's of previously submitted for other

RFP's are admissible as long as they follow all requirement in this

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

If the above interpretation is inaccurate, please consider allowing PPQs previously submitted for other RFPs given in many instances project points of contact are no longer with the respective federal agency.

08/11/25 5 P1538 Pricing

Schedule

j. CLIN 0007 On the pricing sheet, page 5 of 5, the CLIN 0007 description is identical to CLIN 0006. Please confirm the description of CLIN

0007.

Please see revised Price

Proposal Form included with

Amendment 0003.

08/25/25 10 00 21 00 4 Factor 1 requirement state

“Projects submitted for the offeror shall have been completed within the past five (5) years of the date of issuance of this RFP.” To increase competition and to better demonstrate relevant experience, we respectfully request that the reach back period for relevant project completion be increased from five to 10 years

Projects for Construction and

Design Experience that have been completed within the past seven (7) years of the date of issuance of this RFP will be considered. See Amendment

0002.

09/08/25 00 21 00 Reference NonPrice Volume, Factor 2: Management Approach -

This section requires an organizational chart illustration that does not count toward the page count. Please confirm that the organizational chart can be on

11x17 paper size.

Per the RFP, the offeror shall submit one (1) electronic copy via PIEE of the solicitation submittal requirements identified below. The Price and

Non-price Factors shall be submitted in separate files and submitted in Portable

Document Format (PDF).

Therefore, the organizational chart for Factor 2 should be in

PDF format and does not require a paper size determination. Hard copy/mailed proposals should not be submitted."

09/09/25 10 Factor 1 RFP states that current projects will not be considered. Would

NAVFAC please consider allowing projects 75%+ completed? Our firm has several NAVFAC and

USACE projects that are relevant projects, 75%+ completed with

CPAR evaluations. This would allow firms to show the most recent past performance for the

DoD.

No, please bid per RFP.

Projects submitted for the offeror shall have been completed within the past seven (7) years of the date of issuance of this RFP. Ongoing projects will not be considered.

08/11/25 54 00 73 00 CLIN 0002 Please confirm that infrastructure i.e. conduit, boxes, pathways, etc.

for the AV system are to be included in the base bid CLIN

0001.

Confirmed.

08/19/25 Will the government be providing a Soils Report for P-1538 Seed

Project?

The project geotechnical information can be found on the B Series

GEOTECHNICAL drawings.

08/19/25 Drawing B-109 describes

Settlement Monitoring. Does the government intend to have this contract provide Settlement

Monitoring services?

Yes, Contractor to provide.

08/19/25 Does the Period of Performance include the settlement duration? If so, what settlement duration should be assumed for the Period of

Performance?

90 Days.

08/25/25 12 00 01.00

1.2 12 00 01.00 20 - 1.2 notes the

FF&E Planned MoD is

$2,675,755.96 and does not include the HAR. The Attachment

J - Price Proposal Form CLIN 3 notes the Government Estimate is

$2,472,290. Please confirm the correct estimate number to be used.

Please see revised Price

Proposal Form included with

Amendment 0003.

08/25/25 M-701 M-701 lists JCI network engines and servers. Since this is an open

BACNET system and no J&A is provided, please verify these products are open to other manufacturers as long as integration to base system can be met.

There is no restriction to JCI as long as integration to base wide system is achieved.

08/25/25 A-403 Drawing A-403 shows lockers in

Showers 109SA & 110A but does not call out if they are DTL-1 or

DTL-2 as referenced in the specifications. Please clarify which locker type should be used in the showers.

Reference revised Drawing and

Section 10 51 13.

08/25/25 S-101, A-

The column lines on the structural and architectural drawings do not match. Please revise the drawings to show consistent column line locations.

Structural Drawings Grids are correct.

08/25/25 Page 19 of spec section

03 30 00 2.4.3.1. We are requesting clarification regarding the SC-1 concrete sealer.

Specifications 03 30 00 – Cast-in-

Place Concrete and 09 90 00 –

Paints and Coatings do not provide information related to a concrete floor sealer. Please confirm the

Basis of Design product for the sealer and indicate the number of coats required by the Owner.

Scofield SelectSeal in Clear has been added to the finish legend. This sealer typically requires 2 coats, Prime Coat and Top Coat.

08/25/25 Reference Civil Drawings, Attachment I - P1538 DWG 1 of 6.

Please provide CAD files site work on this project.

CAD files will not be provided before award.

08/28/25 07 61 15.00

"The prefatory performance requirements for Solicitation

Number N4008525R2507 specification section 07 61 15.00

20 define the “Roofing System” as the

Submit proposals in accordance with RFP, Specifications, Drawings and amendments.

“assembly of roofing components, including roofing panels, flashing, fasteners, and accessories which, when assembled properly result in a watertight installation.”

In addition, the Design

Requirements of specification section 1.3.1 and the “Performance

Requirements” of specification

1.3.2 (of section 1.3.1 titled

“System Description”) continue to reinforce the performance result being a “watertight installation” and do not require a roofing profile utilizing a “T” seam as is discussed in a very minimal fashion in “Part

2 Products.”

Since there is no explicit statement in the above referenced solicitation that clearly declares that a “T” seam is a mandatory salient feature, any insistence on such a requirement, which determination and finding should certainly be documented in the project file, would appear be unduly restrictive of competition by precluding roofing suppliers that can meet the performance and design requirements of the roofing section provisions, including but limited to of specifications sections 1.3.1 and

1.3.2 and the terms and conditions of the solicitation’s warranty provisions.

In addition, any mandatory requirement for a “T” seam roofing system would run afoul of the

Federal Acquisition Regulation

(FAR) e.g. FAR 11.002 and FAR

11.101 as follows:

FAR 11.002 ….. agencies shall-

(1)(ii) Only include restrictive provisions or conditions to the extent necessary to satisfy the needs of the agency or as authorized by law….

(2) To the maximum extent practicable, ensure that acquisition officials-

(i) State requirements with respect to an acquisition of supplies or services in terms of-

(A)Functions to be performed;

(B)Performance required;

AND

FAR 11.101 Order of precedence for requirements documents.

(a) Agencies may select from existing requirements documents, modify or combine existing requirements documents, or create new requirements documents to meet agency needs, consistent with the following order of precedence:

(1)Documents mandated for use by law.

(2)Performance-oriented documents…..

(3)Detailed design-oriented documents….

08/29/25 CS 101 in the fenceline around the armory proper the left Cantilever gat will not have space to open as currently. The gate is show as a

20ft gate per astm the total width of the gate with counterbalance would be 32 feet. The space drawn between gate post and 5' turnstile is only 25 feet. Recommend moving the turnstile and sidewalk connection to the righ to allow 35 feet between gate postand turnstile

32' for gate and a 3' safety buffer between tail of open gate and turnstile.

Shift turnstile and sidewalk connection to the right to provide adequate space for the gate. Coordinate to slightly shift light pole to avoid conflict.

08/29/25 Regarding the SC-1: There is no product specified for SEALED

CONCRETE SC-1. Is a mechanical grind of the concrete required? Would Ashford formula be sufficient as a sealer? Or is the requirement for a more resinous coating (like a urethane topcoat)?

Scofield SelectSeal in Clear has been added to the finish legend.

09/02/25 23 05 48.19 01 45 35-Special Inspections, it is noted that due to the Seismic

Design Category being less than C, designated Seismic Systems do not apply to this project. ATFP bracing is designed and shown on

M-506. 23 05 48.19 Seismic

Bracing for HVAC is also provided and notes contractor designed bracing is required per 1.2.4 of that spec. Please verify 23 05 48.19 is not applicable since ATFP design is given on M-506.

23 05 48.19 is provided to cover ATFP bracing requirements. Seismic requirements in sections 3.11 and 3.12 do not apply to this project.

09/04/25 21 13 13 2.2.1 The underground fire water line from 5' outside the building to 1'

AFF inside the building is shown as Ductile Iron. Please verify this section is to be ductile iron and not welded stainless steel per 21 13 13

Section 2.2.1.

Ductile Iron and welded stainless steel are both acceptable.

09/04/25 P-501 Seismic Bracing is shown for the water heater in Detail C4 on P-501.

Please verify seismic restraints are not required on the project.

This detail is not applicable for this project.

09/04/25 07 61 15 1.8 Section 1.8 of Specification

076115 requires a 2-year contractor installation warranty.

Please confirm the "contractor" referred to is the roofing installation contractor and not the prime.

This is a Prime KTR / SubKTR contractual issue. The

Government requires a 2-year

Installation Warranty.

09/04/25 M507 A1/M-507: Please advised if a pulse meter is required to be applied to the gas pipe for BAS.

Pulse meter is required for connection to BAS.

09/04/25 P-106 Please provide a location for the water meter and indicate if it is a pulse meter.

Meter locations are shown on details B1 and C1 on sheet P-

601. Pulse meter is required for connection to BAS.

09/04/25 23 05 93 3.4.7 Section 3.4.7 of Specification 23

05 93 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.

Confirmed. 1 per side.

09/04/25 CU101,

CU102,

CU202

Key Note 9 on CU101 calls for a

2.5" PVC Sanitary Sewer Force

Main (A3/C-524) There is a force main (FM) called out on CU101 that continues on to CU102. On

CU102, Key Note 1 calls for a 4"

PVC Sanitary Force Main, A3/C-

524. Detail A3/C-524 is at Trench for DIP (Water). A2/CU208 shows an 8" PVC forcemain. A1/CU202 also shows both 4" PVC and 2.5"

PVC forcemain. Please provide the detail for the forcemain and confirm the correct sizing for the sanitary sewer forcemain.

The force main is 2.5" PVC.

Both the water and forcemain are pressure pipes so the detail will work for both. The label on A2/CU208 is a typo and should be 6" PVC for the 2.5" force main.

09/04/25 CU207 Boring Pit 1 on CU207 shows a

12" 57 LF PVC Casing Pipe for the 8" DIP Waterline and a 6" 57

LF PVC Casing Pipe for the 3"

DIP Fire Waterline. There is a gas line also shown on in the Boring

Pit 1. Please confirm that Piedmont

Gas is responsible for the casing pipe for the gas line.

Piedmont is responsible for the design and installation of the gas line. It is recommended that there is coordination with

Piedmont Natural gas for the utility borings so the pits is only needed to be dug once.

09/04/25 ES101 Per Plan Note 14 on ES101, the contractor is to provide approximately 2300' of 144 strand fiber through the existing duct bank to manhole RR114-7. Please provide the quantity of existing manholes that will require to be pulled through and if any splicing of the new fiber run is by the contractor or the government.

Contractor must make splice in

MH RR114-12 and run fiber through 4 existing manholes on the way to MH114-7, where the

Government will make splice.

09/04/25 ES503,

ES601

Primary duct bank detail C1 on

ES503 shows two 5" conduits. The electrical riser diagram in Detail

A3 on ES601 shows primary conduit size is to be 6". Please clarify which is correct.

5" conduit is correct. Follow duct bank detail.

09/04/25 CG101,

CS101

On plan CG101 there is an aggregate hatching around the perimeter of the heavy duty concrete pavement. This aggregate area does not show up on the Site

Plan - Area 1, CS101. Please provide the aggregate area around the pavement perimeter on CS101 and also provide a detail for this aggregate area.

Aggregate is part of the SCM and the detail is shown as part of the SCM detail, A1/C-523.

09/04/25

32 01 16.17, 32 12 13, 32

12 16.16

Detail C2/C-511 shows Asphalt

Pavement Patch and there are also specifications for 32 01 16.17 Cold

Milling Asphalt, 32 12 13

Bituminous Tack Coats, and 32 12

16.16 Road-Mix Asphalt. There is

no milling and no asphalt paving shown on the site plan CS100.

Please confirm that there is no asphalt paving required on this project.

The pavement patch was removed from the plans and replaced with the bore and jack. The detail and specs for the pavement patch were left in the submittal by mistake.

32 16 19

There is a specification 32 16 19 for Concrete Curbs, Gutters and

Sidewalks. There is no curb detail and there are no curbs and gutters shown on the site plans. Please confirm that there are no curbs and gutters on this project.

There are no curbs and gutters in this project.

09/04/25 ES101

The FO cabling for the new building is a 24 strand fiber cable.

Please confirm the splice point in manhole RR114-12 will consist of splicing the new 144 strand fiber to the new 24 strand fiber and the remainder of the new 144 strand fiber will be spare for future.

That is our understanding.

Confirm with base telephone.

09/04/25 ES101

Please confirm the new innerduct called for in Plan Note 7 on ES101 is only for the new duct bank installation, and that the existing duct bank has existing innerduct that will be utilized.

Correct. New innerduct is required only for new duct bank.

01 14 00 1.5 CD101 shows the munitions response area overlapping the project site. Specification 01 14 00

- 1.5 calls out Emergency

Unexploded Ordnance (UXO)

Response and 1.5.1 3R Training for all Contractor personnel. Please confirm that there is no UXO detection required by the

Contractor, and that only the personnel performing ground disturbing activities must complete the 3R awareness training related to recognizing UXO.

Correct

01 57 19 1.7.3 01 57 19 - 1.7.3 - b. states "Trees may only be felled, cut, and/or pruned between July 31 and

November 30th of any given year.

It is imperative all tree work is completed by November 30, 2024 to avoid additional consultation with USFWS." As this date has passed please advise if the tree removal has already been completed.

The restraints have been changed to as follows: "Trees may only be felled, cut, and/or pruned betweenApril15 - July

31 and December 15 - February

15…"

31 00 00 3.4.4 31 00 00 - 3.4.4 Structural

Excavation says to excavate the entire building footprint area and at least 5 feet beyond, to the deeper of 4 feet below existing grade or 2 feet below bottom of footings. The existing grade at the building footprint is around elevation 20' and the proposed FFE is 24', which means that the proposed grade is increasing about 4 feet. Please confirm that over excavation of 4 feet from existing grade is required even with roughly an 8 foot grade increase from the bottom of the over excavation back to the proposed subgrade.

Spec section has been updated.

31 00 00 3.4.4 31 00 00 - 3.4.4 Structural

Excavation says for new pavement areas including exterior concrete pads, over-excavate to a minimum of 12 inches below bottom of new pavement/pad base course, scarify, moisture-condition, and compact to at least 95 percent. The majority of the pavement areas are in fill areas. Please confirm that the over-excavation under the new pavement/pad base course is not required if there is 12 inches or more compacted fill material placed under the base course.

Spec section has been updated.

09/04/25 A-105

Please provide location for Key

Note #7 gypsum board bulkhead on A-105 or confirm it is not used.

See revised Drawing.

09/04/25 CD101 Key notes

Key note #8 states:existing power pole and guy wires to be relocated, see Electrical plans, electrical plans do not show this please advise

Power poles are to be removed.

See electrical plans for new power pole

09/04/25 ES601,

ES503

Dwg ES601, Cable Schedule, Cable ID #2 shows (1) 6" conduit.

Dwg ES503, Detail C1 shows (2)

5" Sch 20 PVC Conduits. Please clarify quantities and sizes required.

Follow duct bank detail.

09/04/25 E-104, E-

Dwg E-104, DTL A1 shows

Chiller disconnect as externally mounted. Dwg. E-605, Mechanical Equipment Connection

Schedule shows same disconnect as a NEMA 1 enclosure. Please clarify Chiller disconnect to be a

NEMA 1 or NEMA 4X enclosure.

Chiller disconnect must be

Nema 4X.

09/04/25 CU101,

ES101

Dwg CU101, Note 26 shows location of two (2) CCTV camera poles. The note says see electrical drawings. There is no reference to these locations in the electrical drawings. Also, there are no pole details to price. Dwg ES101, Note

10 refers to two (2) future CCTV cameras to be mounted on site light poles. Please clarify.

These poles were eliminated late in the design process.

CCTV requirements are being mounted on light poles and the building. ES101 is correct.

09/04/25 T-504

Dwg, T-504, Detail C1 indicates running 1/4" surface mounted conduit on secured side of security cage. Please clarify conduit size required.

1/4" conduit requirement was provided to DOR by physical security. Please confirm conduit size with physical security. DOR would expect for 3/4" conduit to be more appropriate.

09/04/25 E-104, M-

Dwg, E-104, Detail A1 references

Chiller (CH1). Dwg M-801 shows

Chiller. Dwg M-801, Dtl C2 shows Chiller in Mechanical Yard.

Please clarify where the

Mechanical Yard is located on the site and type of enclosure if required.

See CS101, Note 21.

09/04/25 I-601 and I-

Interiors Sheet

Notes (J)

Exposed Ceilings in the Armory caged areas are listed as PNT-6 but there is no PNT-6 on the finish legend on I-602. Please advise to the proposed material/finish.

This is a typo. Ceiling paint is

PNT-5. Room finish schedule has been corrected.

09/04/25 I-101 through I-

CFCI

Schedule

For items CF2 and CF3 displays;

are these supposed to be part of

CLIN 2 instead of being labeled

CFCI?

Yes, these items are captured in

CLIN 2 under flat panel monitors. The CFCI schedule accounts for quantities and suggested locations on the plans to coordinate with FF&E.

09/04/25 I-101 through I-

CFCI

For items CF2 and CF3 displays;

please provide sizing, required components, etc. to accurately price these displays if these differ from AV items referenced on

B1/TA601.

CF2 is a 43" monitor and CF3 is an 86" monitor. CFC1

SCHEDULE has been updated to reflect these dimensions.

09/04/25 I-101 through I-

Furniture

Please confirm all of the items listed in the Furniture Schedule

(A1 - T5) are to be included later via CLIN 3 and are not CFCI items.

That is correct. Items in the

Furniture Schedule are not

CFCI items.

09/04/25 I-101, C1/A-

403, A2/A-

In rooms 109A and 110A please provide additional installation detail for the lockers depicted via

A2/A-404 for the Men's showers and not shown for the Women's

Showers. Are these to be recessed into a furred wall, installed on a concrete curb (tiled below) with a sloped top, etc.?

Reference revised Drawing and

Section 10 51 13.

09/04/25 I-123

Interior Signage (S3); does each cage get a Cage Identification Sign or do we count the individual "S3" labels and coordinate install of only those amount found on the drawings?

Each door at each cage should receive signage.

09/04/25 A-106 Keynote #4

Column line A; what is the termination height of the CMU wall that terminates at the deck and transitions to Wall type "E" drywall?

Align with underside of vault deck.

09/04/25 A-106, C4/A-505

Are the railings for the vault deck steps to be hot dipped galvanized or something else? Are these to be painted?

Reference Sheet A-505.

09/04/25 A-106

Please confirm that the exterior wall sections extending to within the attic are not to be painted.

Walls in "attc" need not be painted. Gypsum board walls must be finished per the wall type notes.

09/04/25 A-106

Please confirm that the attic floor

(beams/slab) are not to be sealed or contain any additional finish.

No additional finish is required.

09/04/25 A-106 Keynote #2/3

Please confirm that the assembled metal stair system meets fire code and has no door entry at the top or bottom of this stairway, nor any other security restraints to prevent access.

Confirmed. Submit proposals in accordance with RFP, Specifications, Drawings and amendments.

09/04/25 I-111 through I-

Sheet Notes

(H)

Sheet Note H states; INSTALL

CORNER GUARDS (CG-1) ON

ALL OUTSIDE CORNERS.

INSTALL END WALL

PROTECTORS AT OPEN

ENDED WALLS. CORNER

GUARDS AND END CAPS

MUST BE FULL HEIGHT AND

SHOULD NOT BE USED ON

CMU WALLS, TILED WALLS,

OR MANUFACTURED STONE

WALLS. Confirming that this note only applies to gypsum walls with outside corners, which only exist on I-111.

Correct. Corner Guards should only be applied to GYP walls outside corners.

09/04/25 A2/A-301

Please confirm that the descriptions "1ST MRB HQ CO

ARMORY AND MAINTENACE

BAY", "2ND MRB HQ CO

ARMORY AND MAINTENACE

BAY" & "3RD MRB HQ CO

ARMORY AND MAINTENACE

BAY" are not implied signage as this is not found in the Interiors

Section.

This is a room name tag just like all of the other room name tags. It is not signage.

09/04/25 CD-101 Keynote #1

What are the requirements for securing the site once the existing fence line has been removed as there will be a long period of time between demo and reinstall of new. Does this need to stay in place and temporary access be added until the project has erosion control measures in place, been completely cleared and grubbed, site graded and ready for new fence line to be installed?

Existing fence should remain in place with temporary access until the new fence is installed.

09/04/25 CG-121 Keynote #6

Please confirm the orientation and purpose of the construction entrance found in the contractor laydown area. This appears to not serve a purpose as it dead ends into a LOD.

Submit proposals in accordance with the RFP, Specifications, drawings and amendments.

09/04/25 CS-101, 102 Key Note #17

CS101 depicts the limits for centipede sod to be installed on the project. Please confirm that utility line restoration on CS102 can be achieved with seed and not sod.

The utility line area can be seeded.

09/04/25 C3/C-502 General Notes

#3 (CG-123,

124)

The slope protection matting details found on C-502 are not indicated for any particular area but noted in the general notes on

CG-123 and 124. The new force main appears to be mostly installed on flat areas but grade designations are scarce. Please provide areas of this details use so quantity take-offs can be adequately taken.

Submit proposals in accordance with the RFP, Specifications, 09/04/25 A1/C-523

The stormwater control measure detail on C-523 calls for sod to be installed on top of 30" of media.

As deep as this depression is, this sod will die off and rot as soon as any decent rain event has been achieved and will be a routine maintenance issue. Is this the desired intent? Please relook at this detail an consider a layer of sand, rock and/or media to be cleaned prior to turnover.

Submit proposals in accordance with the RFP, Specifications, 09/04/25 A-101

Sheet A-101 has a red dashed line indicated as the vault perimeter.

What is the double blue hashed line that is not identified but found throughout this sheet as well as A-

102 through A-104?

The are simply a representation of the masonry lintels above.

09/04/25 CLIN 5

Please provide a drawing details sheet for the following CLIN -

"Option Item No. 4: Unit Price for surcharging the plan extent of the building area plus 5 feet beyond the limits of the outside perimeter of the building foundation footprint."

Revised Drawings provided.

09/04/25 CLIN 5

If CLIN 5, Option Item 4 is exercised, how much time is to be added to the construction schedule to accommodate this work as 365 days is not sufficient to complete the work as well as to wait on a surcharge.

See Revised Price Proposal

Form

09/04/25 CU101 Key Note #26

Keynote #26 states " CCTV

CAMERA POLE, SEE

ELECTRICAL PLANS" this is not found on the electrical plans

(ES101). What is the contractors involvement for this item?

These poles were eliminated late in the design process.

CCTV requirements are being mounted on light poles and the building. ES101 is correct.

09/04/25 CU101,

A1/CU207

Key Notes #1

& 2

For the gas line Jack and Bore

(running adjacent to the water lines) and as depicted on this sheet;

does the bidding contractor have involvement in boring this line for the gas contractor? If so please indicate that scope, those steps.

Gas line is to be designed and installed by Piedmond.

09/04/25 C2/C-511 Asphalt

Pavement

Patch

Where is detail C2/C-511 applied?

It appears that the only utilities crossing the road all require to be jack and bored.

It is no longer being used since we are boring and jacking.

09/04/25 CS101 Key Notes

#21

Please confirm that the mechanical yard for the Chiller is simply chain link fence and gates as depicted and does not require additional masonry columns or enclosure normally in compliance with Camp

Lejeune BEAP.

Enclosure is chain link.

09/04/25 P-107

Please confirm that there are no compressed air drops/reels in the cleaning corridor (122).

There are no compressed air drops in the Cleaning Corridor

122.

09/04/25 P-107

Plan notes are absent from this sheet and there appears to be (2) additional air compressor drops.

See revised Drawing that shows 3/4" compressed air drop for the hose reels.

09/04/25 S-503 Roof Opening

Please provide the location that the following detail applies ("Roof

Opening", S-503) as there appears to be no penetration of this nature at the roof.

That is a typical detail to be used for any roof openings larger than 12" square and may not apply on this project as there are no rooftop mechanical units.

09/04/25 MP101 &

A4/M-504, C2/M-801

Please provide a detail for chilled water utility from Chiller at the

Mechanical yard to the building. Is this to be installed across the concrete apron?, Direct buried under the concrete slab or is a utility access trench required?

Chilled water piping is to be direct buried under concrete from yard to mechanical room.

09/04/25 ES101,

B3/C-512

Plan Note #15

Please identify the demarcation point for communications at the turnstile. Who is responsible for providing the security hardware/readers at this point?

Exact demarcation points must be coordinated by the KTR.

KTR is only responsible for infrastructure. Devices and hardware are by the

Government.

09/04/25 ES101,

A1/C-513

Plan Note #16

Please identify the demarcation point for communications at the sliding vehicle gate. Who is responsible for providing the security hardware/readers at this point?

Exact demarcation points must be coordinated by the KTR.

KTR is only responsible for infrastructure. Devices and hardware are by the

Government.

09/04/25 ES101 Plan Note #16

Does the plan West gate require the following "CONNECT

SLIDING VEHICLE GATE.

PROVIDE 2-2" CONDUITS FOR

COMM AND SECURITY.

ROUTE BACK TO NEAREST

COMM ROOM IN BUILDING.

COORDINATE EXACT

REQUIREMENTS WITH

EQUIPMENT SUPPLIER. "

similar to the East gate as indicated via Plan Note #16 on ES101?

Yes, provide the same requirements.

09/04/25 A4/A-507 Note at bottom

A4/A-507 note states to

"PROVIDE BLOCK-OUTS FOR

MECHANICAL DUCT, FIRE

PROTECTION PIPING AND

SIMILAR PENETRATIONS" Are there specific minimum/maximum block-out requirements to adhere to security requirements?

Tight fit with maximum of 1/4" gap required.

09/04/25 A4/A-507 Note at bottom

A4/A-507 note states to

"PROVIDE BLOCK-OUTS FOR

MECHANICAL DUCT, FIRE

PROTECTION PIPING AND

SIMILAR PENETRATIONS" Due to not being indicated, it is assumed that electrical conduits are able to be ran through these cages without block outs so long as they fit between the mesh? Please advise.

The continuous top angle must be notched to accommodate conduit routed on the underside of the vault deck.

09/04/25 C-514, Are there specific grounding requirements available for the

MARSOC boundary security fence?

See revised Drawings.

09/04/25 C-515, Are there specific grounding requirements available for the

Armory turnstile and security fence?

See revised Drawings.

09/04/25 C2/E-504

Please provide the demarcation point or the scope the general contractor is required to furnish and install for the Vault Doors

(C2/E-504)

Contractor is responsible for security infrastructure. Refer to T sheets for additional information.

09/04/25 C4/E-504 contractor is required to furnish and install for the Issue Ports

(C4/E-504)

Contractor is responsible for security infrastructure. Refer to T sheets for additional information.

09/04/25 C1, C2 &

A1/E-504 contractor is required to furnish and install for the NIWC

AACS/IDS Doors (C1, C2 &

A1/E-504)

Contractor is responsible for security infrastructure. Refer to T sheets for additional information.

09/04/25 T-104 through T-

Security

Infrastructure

Legend

It is not typical for the GC to provide the card readers, keypads and other items as indicated in this legend. Please confirm whether the

GC is to provide pathway, wiring and boxes or all components as listed.

Contractor is responsible for security infrastructure to include junction boxes, conduit and pull wire.

09/04/25 TA series drawings

Please confirm that the furnish and install of all AV hardware, cabling and programing (including security items on TA701) as indicated on these sheets are to be part of CLIN

2, Option 1. As indicated in that

CLIN any supporting infrastructure includes items such as conduit, junction boxes, mounting hardware, and power connections are to be in the base bid.

Infrastructure is included in the

Base Bid.

09/04/25 A4/A507 10 22 13 Wire

Mesh

Partitions

2.1.4, 3.1.1 The specifications indicate the use of floor sockets, however, the contract drawings reference detail

A4/A507, which shows angle bases in lieu of floor sockets.

Please confirm whether the intent is to proceed with angle bases per detail A4/A507, rather than floor sockets as stated in the specifications.

Provide floor sockets at posts and continuous base angles.

09/04/25 A4/A507 10 22 13 Wire

Mesh

Partitions

2.2.1 The specifications call for 10-

gauge, 1-1/2" wire mesh.

Conversely, the contract drawings

(detail A4/A507) indicate 6-gauge, 2" woven diamond mesh. Please confirm which wire mesh gauge and opening size is required.

Provide 6 gauge wire, 2" woven diamond mesh as indicated in the details.

09/04/25 C-001 Notes

The UXO note listed on C-001 states that all workers are required to take UXO training. This would be more appropriate for all workers working outside of the building footprint such as site work, wet and dry utility contractors, etc.

Please advise.

The requirement is for all workers.

09/04/25 C-001 Notes

The UXO note listed on C-001 states that EMD or others may determine if additional evaluation or precautions are needed. Please confirm that costs associated with a professional UXO monitoring firm, schedule delays with sitework/other, or UXO extraction will not fall on the General

Confirmed

Contractor if those components are implemented.

09/04/25 CLIN 6,

Option 5

For Option Item No. 5: Unit Price for handling, storage, sampling, and analysis of petroleum impacted media for treatment and disposal at a licensed RCRA D facility. What are the procedures for testing and evaluating the need to sample dirt under this CLIN? Is it up to the contractor and government onsite rep to call for this testing on a as needed basis or is there specific requirements for testing a specific quantity, area, etc.?

See Revised Price Schedule

09/04/25 CLIN 7,

Option 6

For Option Item No. 6: Unit Price for handling, storage, sampling, analysis, treatment, and disposal of additional hazardous contaminated soil media at a permitted licensed

RCRA C facility. What are the procedures for testing and evaluating the need to sample dirt under this CLIN? Is it up to the contractor and government onsite rep to call for this testing on a as needed basis or is there specific requirements for testing a specific quantity, area, etc.?

See Revised Price Schedule

09/04/25 CLIN 7,

Option 6

Please confirm this CLIN does not pertain to any suspected PFAS contaminated soils.

See Revised Price Schedule

09/04/25 CLIN 4,

Option 3

Option 4 lists "Disposal of impacted surplus media will be covered under a separate CLIN."

What CLIN supports this statement?

See Revised Price Schedule

09/04/25 CLIN 4,

Option 3

Option 4 lists "replacement with imported structural fill material or with NCDOT #57 crushed stone".

There is a large cost difference between structural fill and #57 especially at 900 CY. Please revise to the following;

1. Provide at the contractors option.

2. Provide 2 separate CLINs to cover both materials.

3. Eliminate one of the materials stated.

See Revised Price Schedule

09/04/25 CLIN

0001A and

0001B

Do the costs for the Trash

Enclosure get carried with CLIN

0001A or 0001B?

Bid per Price Schedule

09/04/25 CLIN

Do the costs for the Mechanical

Yard and Chiller get carried with

CLIN 0001A or 0001B?

Bid per Price Schedule

09/04/25 CLIN

Do the costs for the Transformer and Pad get carried with CLIN

0001A or 0001B?

Bid per Price Schedule

09/04/25 T-504

Consider a detail for electrical mounting of devices similar to the telecom detail shown on C1/T-504

Submit proposals in accordance with RFP, Specifications, Drawings and amendments.

09/05/25 I-601 &

I602

Finish schedule keynote 7 states that certain windows are to receive double layer roller shade (WS-1 &

WS-2). Finish legend only lists

WS-1. Please confirm that WS-2 is needed and if so, the manufacturer, model, and color of

WS-2.

WS-2 has been added to the finish legend. Both BUNK and

DUTY require double roller shades with light filtering and blackout fabric.

09/05/25 I-601 & I-

Finish schedule calls for sealed concrete (SC-1) in utility spaces.

Please provide specifications for acceptable system.

Scofield SelectSeal in Clear has been added to the finish legend.

09/05/25 I-601 & I-

Finish schedule shows PNT-6 for all GWB/Exposed ceilings however the Finish Legend and specs call for PNT-5. Please provide clarification.

This is a typo. Ceiling paint is

PNT-5. Room finish schedule has been corrected.

09/05/25 S-201 A3

Section A3 shows concrete beam poured intergal with slab can the beam be poured seperatly from the slab to make ease of placement easier and more efficent.

A construction joint can be placed at the side edge of the beam to slab interface as necessary for construction as long as the slab bars are placed in a manner to achieved full lap development length through the bottom of the beam. The cold joint must not cut through the beam. The construction joints should be shown on the shop drawings for review.

09/05/25 CU101

1) The force main pipe sizes called out as 2.5" on sheet cu101 on sheet

CU102 it is called out as 4" pvc and on Sheet CU208 it is called out as 8" PVC through a jack and bored 12" Casing pipe Please advise on correct pipe size. 2) Bore

# 3 is shown with pvc casing is this correct? 3) Profile only Shows one

ARV at bore #3 the utility plan sheet CU101 shows a second one please advise which is correct.

1) Forcemain is 2.5"PVC 2)

This is a typo. 6" DIP casing with 2.5" PVC forcemain 3)

Profile is correct.

09/05/25 CU207 Boring 2

Sheet CU207 boring #2 profile calls out a 6" casing pipe and a 3"

DIP on a 8" fire line Please clarify if this is correct?

This should be a 12" DIP casing on an 8" DIP line.

09/08/25 Attachment

J

Price Proposal

Form

CLINS

0004-0007

Please confirm that unit priced options 3 - 6 will be awarded in the quantities stated (vs partial quantities), so that the contractor can recover associated fixed costs

(mobilization, etc.) It is understood that additional quantities will be at the proposed unit prices, unless the parties otherwise agree.

Bid per Price Schedule

09/08/25 I-601

The vault is not listed on the room finish schedule. Please advise if there will be any painting or coating work in this area (exposed ceilings, structural steel, sealed concrete, etc.).

Vault finishes have been broken down into individual rooms. Rooms 123-146 are in the Vault and included in the finish schedule.

09/08/25 4 33 40 00 2.4.1 & 3.8.1 Per Specification 30 40 00, Section

2.4.1 requires hydrostatic testing on watertight joints, while Section

3.8.1 assigns responsibility for testing to the contractor at no additional cost to the Government.

These provisions require storm pipe testing with booted connections at storm drain inlets.

Site contractors have reported that their precast and 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 whether these requirements will remain as specified or if they may be revised or removed from the project specifications.

Paragraphs 2.4.1 and 3.8.1 can be deleted.

09/08/25 Dwgs B-102 through B-

Boring Logs

Based on the geotechnical boring logs, the upper soil layers at the proposed building location appear unsuitable and would likely require undercut/replacement or deep foundation support to achieve proper bearing capacity. Please confirm whether the base bid is to exclude these soil improvement costs, with the understanding that such work will be addressed under the unit rate per CY in Options 3 through 6

Bid per Price Schedule

09/08/25 E-101 to E-

There are no power feeds shown at access controlled doors. Please confirm no power is required at these locations.

Power is only required at security control panels as indicated.

09/08/25

33 40 00 3.8.1 Specification 33 40 00 - 3.8.1 calls for leak testing RCP storm pipe.

RCP suppliers will not provide material that can be tested along these requirements. Please remove the testing requirements for the

RCP storm piping.

This has been removed.

09/08/25 MH-103 Project Plan

Set

The supply ductwork shown on drawing M-103 which is installed exposed along with its diffusers. Should this spiral ductwork be double wall or insulated single wall?

See detail C3/M-502

09/08/25 E-108 Project Plan

At door 127A which provides access to Cleaning corridor 122 an exit sign is shown at this location.

Door location 124A which provides access to Cleaning

Corridor 122 does not show an exit sign. Is an Exit sign required for this door location?

Provide exit sign at Door

124A.

09/08/25 T-504 Project Plan

On Sheet T-504 Detail "C1" shows a 1/4" conduit surface mounted on the cage. Is the intention for this to be a 3/4" conduit?

DOR would expect for 3/4" conduit to be more appropriate.

However, 1/4" conduit requirement was provided to

DOR by physical security.

Please account for 3/4" and confirm during construction with an RFI.

09/08/25 MH-102 Project Plan

Ductwork shown on MH-102 as

12x10 Oval can not be made as

OVAl duct do to machine limitations. It could be made as rectangular. I have confirmed this with more the one supplier. Is rectangular acceptable?

Provide 12" round in lieu of

12x10 oval.

033 05 07 .13

Specification 033 05 07 . 13 utility

Directional drilling refrences horizontal drilling and not Jack and

Bore could we get a specification for the Jack and Bore?

Spec 33 05 07.13 has been replaced with Spec 33 05 23.

Testing

Several of the suppliers of site structures will not price unless the pipe testing specifications and the booted connection specs for inlet are removed. Please advise if this is possible.

Spec has been updated.

09/08/25 S-201 A3

Detail A3, S-201 does not provide for / allow for a construction joint.

Please confirm that construction joints will be allowable if needed to facilitate placement. If the gov't has requirements for a specific location of a placement joint, please advise and provide an updated detail.

A construction joint can be placed at the side edge of the beam to slab interface as necessary for construction as long as the slab bars are placed in a manner to achieved full lap development length through the bottom of the beam. The cold joint must not cut through the beam. The construction joints should be shown on the shop

Foundations

1. Forming of footings: Will

Stayform, or similar leave in place forming product, be allowed for forming interior footings? 2. Will

Stayform, or similar product, be allowed for forming exterior/perimeter footings?

Submit proposals in accordance with RFP, Specifications, 09/08/25 DWG C-511 32 13 13-3.4.1

1. Site Concrete

Expansion/Contraction/Constructio n Joints: Dwg C-511 shows the

Light/Heavy Duty and Dumpster

Concrete pavement sections as unreinforced. The civil plans do not show expansion joint locations.

Spec 32 13 13-3.4.1 references dowel basket assemblies for contraction…