N4008526R0058 0009.pdf

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

SUMMARY OF CHANGES

Block 14 (Description of Amendment/Modification): The purpose of this Amendment is as follows:

1. Phase II proposal due date of 27 July 2027 NLT 1400 EDT remains unchanged.

2. Incorporate FAR clause 52.211-13.

3. Remove FAR clause 52.229-12.

4. Continuation Sheet(s) – French Creek 260423

5. Continuation Sheet(s) – Hadnot Point 260423

6. Continuation Sheet(s) – French Creek 260720

7. Continuation Sheet(s) – Hadnot Point 260720

8. Continuation Sheet(s) – French Creek 260722

9. Continuation Sheet(s) – Hadnot Point 260722

10. Provide J&A Fire Protection

11. Provide Pre-Proposal Inquiry Responses

***PLEASE NOTE: NO ADDITIONAL PPI’S WILL BE ACCEPTED***

4. Continuation Sheet(s) – French Creek 260423 – PROVIDED VIA ATTACHMENT

5. Continuation Sheet(s) – Hadnot Point 260423 – PROVIDED VIA ATTACHMENT

6. Continuation Sheet(s) – French Creek 260720 - PROVIDED VIA ATTACHMENT

7. Continuation Sheet(s) – Hadnot Point 260720 - PROVIDED VIA ATTACHMENT

8. Continuation Sheet(s) – French Creek 260722 - PROVIDED VIA ATTACHMENT

9. Continuation Sheet(s) – Hadnot Point 260722 - PROVIDED VIA ATTACHMENT

10. Fire Protection J&A – PROVIDED VIA ATTACHMENT

11. PRE-PROPOSAL INQUIRY RESPONSES:

PPI #

Reference

Question Government Response Page Section Paragraph

French

Creek -

G20 Site

Improveme nts - G2010

Roadways

Part Three "B" Section G2010 states "A subsurface drainage system must be provided in all roadway areas." The Camp

Lejeune PWD Civil Design

Guidance states "No subsurface drainage system under roadways or parking

Follow Camp Lejeune PWD

Civil Design Guidance.

Subsurface drainage system has been removed, please see Continuation Sheet included in Amendment

0009.

areas". Please clarify which is applicable.

French

Creek -

Part Three

"B" -

Chapter 3 -

Supplemen t - 3.2.1.6

Dumpster

Pad and

Enclosure

Part Three "B" Section 3.2.1.6 states: "Conceal dumpsters with a decorative, gated structure in accordance with

Camp Lejeune BEAP provided in Part 6." The Camp Lejeune

PWD Civil Design Guidance states: "Ensure adequate dumpster accessibility for front loading trash trucks – no gates on enclosure." The RFP explicitly requires gates on the dumpster enclosure while the

PWD Guidance explicitly prohibits them, citing front-load trash truck accessibility

(Mack TerraPro w/40yd

Mammoth style bodies) as the operational basis for the prohibition. Please clarify whether dumpster enclosures on this project are required to include gates per Section

3.2.1.6, or whether gates are prohibited per the PWD Civil

Design Guidance. If gates are prohibited, please confirm the enclosure design should provide open access suitable for front-loading trash truck operations.

Follow the Camp Lejeune

PWD Civil Design Guidance to provide accessibility for front loading trash trucks with no gates, as well as the

Camp Lejeune BEAP requirements. Please see continuation sheet included in Amendment 0009.

French

Creek -

G20 Site

Improveme nts -

G205005

Plantings

Part Three "B" Section

G205005 specifies: "Provide 3 inches of double shredded hardwood mulch over weed control fabric at planting beds." The Camp Lejeune

PWD Civil Design Guidance states: "Use 2-5" river rock for landscape beds in lieu of hardwood mulch." These are mutually exclusive materials for the same application. The two requirements cannot be reconciled without a clear determination of which

Follow the Camp Lejeune

PWD Civil Design Guidance to provide 2-5" river rock for landscape beds in lieu of hardwood mulch. Please see continuation sheet included in Amendment 0009.

governs. Please clarify which mulch material is required for landscape beds on this project:

(a) 3 inches of double shredded hardwood mulch per

ESR G205005, or (b) 2–5 inch river rock per the PWD Civil

Design Guidance. If river rock governs, please confirm the weed barrier fabric requirement from G205005 is still applicable.

French

Creek -

G20 Site

Improveme nts -

G204090

Other Site

Improveme nts

Part Three "B" Section

G204090 - Equipment Drying

Area explicitly states that 9-guage chain link fence fabric is required. However the

BEAP Section 3.4.9 chainlink fence is prohibited. Please confirm Chainlink fence is acceptable for use per section

G204090.

No fence is required or desired for equipment drying areas. Please see continuation sheet included via Amendment 0009.

French

Creek -

General

Please provide the most current available CAD files representing existing conditions for all areas associated with the project.

This request includes, at a minimum, existing topographic information, site features, pavement limits, grading, and all available underground utility information (including utility type, size, location, and depth where available)

All available files have been shared.

Survey Please provide a copy of the

CAD Files for the

Survey/Civil scopes.

All available files have been shared.

Part 6, D.10 Camp

Lejeune

Mechanical

Design

Guidance

Part 6, D.10 Camp Lejeune

Mechanical Design Guidance

1AUG2024, item 76 notes that

DALT is to be 100% Duct Air

Leakge Test on all projects.

D.14, 23 05 93-3.1.1 notes

Confirmed 100% is required per the MCBCL Mechanical

Guidance.

1AUG2024

76.

25%. Please verify DALT is to be 100% of duct.

Part Three

"A" -

Chapter 5 -

Standard

Requireme nts Page 8

5.0 Room Requirements:

Please verify Government

Furnished Refrigerators in 2+0 rooms do not require plumbing

DW connection.

Confirmed. Refer to Part 6

D1 document with equipment information.

23 05

48.19

Please verify ATFP Bracing is only required for mechanical equipment over 31lbs hung from structure, not piping and duct distribution systems.

Confirmed, AT bracing requirement is found in UFC

4-010-01 Standard 19, Section 3-20.

23 81 00 2.3.1.10 23 81 00-2.3.1.10: PTAC Unit

Controls notes the function and temperature controls must be integral to unit. We understand this to be a built in thermostat only. If a wall mounted thermostat is desired, please clarify.

Wall mount thermostat is required.

01 59 17 Please confirm MCB Camp

Lejeune is designated as a

Large Quantity Hazardous

Waste Generator and that all hazardous waste discovered within MCB Camp Lejeune and the confines of

Government facilities will identified as being generated by the Government and that

Government will sign hazardous waste manifests.

Correct, MCB Camp

Lejeune is a Large Quantity

Hazardous Waste Generator and will sign hazardous waste manifests.

Part 3B, Ch. 6 /

ESR G20

/ Section

G201090

Other

Roadway s

1st paragraph

This section in both RFPs

(French Creek and Hadnot

Point) states "Design of fire lanes must be in accordance with the requirements of ESR

Section D4090 and must take into consideration the static and dynamic support weight of the vehicles in accordance with the latest ASHTO H20 loading requirements and by existing soil conditions." We cannot locate ESR Section

Please see Continuation

Sheet 260423 shared via

Amendment 0009.

D4090; is this an erroneous reference? With respect to pavement design, please provide the appropriate design vehicle(s) and anticipated traffic volume (number of passes over design life) to use in PCASE analysis for the fire lanes.

Part 3B, Ch. 6 /

ESR G20

/ Section

G2010

Roadway s and

G202003

Paved

Surfaces

2nd paragraph

In both RFPs (French Creek and Hadnot Point), Section

G2010 Roadways (2nd paragraph) states "The minimum PCC pavement must be 8-inch concrete surface course over 6-inch aggregate base course. The minimum bituminous concrete pavement section for regular/light-duty paving is 3” S9.5C surface course over 8” ABC base course. The minimum bituminous concrete pavement section for heavy-duty paving must be 2-inch bituminous surface course, 3-inch bituminous base course, and

12-inch aggregate subbase course". However, Section

G202003 Paved Surfaces (in both RFPs) provides slightly different minimum pavement sections - specifically, the minimum PCC pavement includes 6-inch concrete instead of 8-inch concrete and the minimum heavy duty bituminous pavement includes only 8-inch aggregate base course instead of 12-inch aggregate base course (RFP also incorrectly refers to ABC as "aggregate subbase course"). Are these differences due to the pavements being different use types (e.g. Roadway vs.

Parking Lot)? Please confirm the minimum pavement sections for both roadways and

Contractor to assume thicker sections for bidding purposes. See PPI response

#56 regarding daily traffic volumes.

parking lots. Please also provide the anticipated traffic patterns, including the design vehicles (e.g. passenger cars, pick-up trucks, fire trucks/emergency vehicles, etc.) and the anticipated daily traffic volume for each vehicle and for each pavement type

(roadway, parking lot, light duty, and heavy duty).

Part 3B, Ch. 3 /

Section

3.2.1.2

Service

Access

1st paragraph

This section in both RFPs

(French Creek and Hadnot

Point) states "Design access streets and parking areas to accommodate service vehicles and fire protection equipment.

Provide vehicular access to aerial fire apparatus..." With respect to pavement design, please provide the appropriate design vehicle(s) and anticipated traffic volume

(number of passes over design life) for both the "service vehicles" and "aerial fire apparatus" to use in PCASE analysis.

See PPI #56 response.

2 Part 3B, Ch. 6 /

ESR G10

Governm ent

Provided

Geotechn ical

Informati on

3rd paragraph

This section in both RFPs

(French Creek and Hadnot

Point) states that a geotechnical report is to be prepared including recommendations for pavement design as specified and in accordance with UFC

3-201-01, Civil Engineering.

In UFC 3-201-01, Chapter 4

Pavements, Section 4-1 (first paragraph), it states "Use pavement design criteria and procedures recognized by the

DOT in the state in which the project is located or UFC 3-

250-01. When state design criteria and procedures are used, the entire pavement section must conform in every detail to the applicable state criteria and materials must

NCDOT criteria will apply.

conform to the DOT material specifications." Please confirm the appropriate design criteria to use for pavement design on this project. Is it

UFC 3-250-01 or NCDOT

(since the project is in North

Carolina)?

Part 3A D202001

D202001-Pipe and Fittings says to provide copper tubing and fitting for above ground and buried piping. Part 6, D.10 Camp Lejeune

Mechanical Design Guidance

1AUG2024, #148, says

"Domestic water piping shall by type L copper for above ground and type K copper for below ground". Are we to abide by the Mechanical

Design Guidance since Part

3A D202001 does not specify the type of copper to be used on the domestic water system?

Confirmed, follow MCBCL

Design Guidance.

Part 3A D202003

D202003-Domestic Water

Equipment states to provide a domestic hot water storage tank in addition to the high-efficiency domestic hot water heaters. Historically, the

Camp Lejeune barracks renovations have specified the use of large storage-type domestic hot water heaters with integral storage tanks

(such as those by PVI). Will this project require the use of large integral storage type domestic hot water heaters, or is it acceptable to provide water heaters and separate hot water storage tanks?

Refer to Part 2, spec section

01 33 29, domestic water heater type to be determined through life cycle cost analysis. Refer to item #168 of MCBCL Mechanical

Design Guidance dated

1AUG2024"

Part 3A D203001

PVC piping allowed for above ground installations when provided with effective noise reduction insulation. What is effective noise reduction insulation?

Provide cast iron above grade.

Part 3A D304003

D304003-Hot Water

Distribution Systems says to

"provide insulated type "K" copper hot water supply and return piping to serve the

HVAC equipment throughout the facility. Refer to site specific guidelines in Part 6 for additional specific material requirements." Part 6, D.10

Camp Lejeune Mechanical

Design Guidance 1AUG2024, #55, says "Heating hot water piping above ground 4" and small shall by Type L copper.

Heating hot water piping above ground larger than 4" shall be Type L copper or

Schedule 40 Black steel piping." Do we abide by

D304003 in Part 3A of the

RFP and only use Type "K" copper piping, or use Type "L" copper/Schedule 40 Steel piping depending on the size per Part 6, D.10 Camp Lejeune

Mechanical Design Guidance?

Follow RFP section

D304003 requirements; type

"L" authorized per part 6.

Part 3A D304006

D304006-Chilled Water

Distribution Systems says "For exterior buried chilled water distribution systems, coordinate with Section G30, Site Civil/Mechanical

Utilities." Part 3B, G3050

Cooling Distribution, says "not used". Part 6, D.10 Camp

Lejeune Mechanical Design

Guidance 1AUG2024 #54 says

"Chilled water piping below ground shall be pre-insulated

Type K copper sticks and kits or SDR11 HDPE piping with

PVC jacket." Since there is no guidance in part 3 of the RFP, are we to abide by the Camp

Lejeune Mechanical Design

Guidance?

Follow MCBCL Mechanical

Part 3A D304006

D304006-Chilled Water

Distribution Systems says to

"provide insulated type "K" copper hot water supply and return piping to serve the

HVAC equipment throughout the facility. Refer to site specific quidelines in Part 6 for additional specific material requirements." Part 6, D.10

Camp Lejeune Mechanical

Design Guidance 1AUG2024, #54, says "Chilled water piping above ground 4" and small shall by Type L copper.

Chilled water piping above ground larger than 4" shall be

Type L copper or Schedule 40

Black steel piping." Do we abide by D304006 in Part 3A of the RFP and only use Type

"K" copper piping, or use

Type "L" copper/Schedule 40

Steel piping depending on the size per Part 6, D.10 Camp

Lejeune Mechanical Design

Guidance?

Follow MCBCL Mechanical

Part 5

Section 23

81 00

Specification Section 2.3.1.7

Cabinet Construction states that the PTAC/PTHP enclosure shall be 18 gauge steel with removable face panels, access to controls, and adjustable louvers.

Historically, the barracks renovations which utilized

PTACs have specified the installation of a full ligature-proof cover with stationary louvers to protect the unit from damage and prevent access by room occupants. Will ligature-proof covers for the

PTAC/PTHP units be required on this project?

Ligature-proof cover required.

Part 3A D3030

D3030 Cooling Generating

Systems states to provide a single air-cooled chiller utilizing a primary/secondary pumping system. This

Follow MCBCL Mechanical pumping configuration is typically used with systems utilizing multiple chillers.

Since there will only be one chiller, would it be acceptable to use a primary-only pumping system with 3-way chilled water valves and constant flow through the chiller?

Part 3A

D30

HVAC

D30 HVAC General System

Requirements state the summer design conditions for

Camp Lejeune to be

92Fdb/77Fwb (high ambient) and 88Fdb/79Fwb (high humidity). Part 6 D.10

MCBCL Mech Design

Guidance Dated Aug 2024 #15 calls for summer design conditions to be 91Fdb/77Fwb and 140 grains/lb with an 84F

MCDB. Which summer design condition should be used for sizing the cooling loads?

Design conditions must follow the most stringent of local design guidance or values stated in the RFP.

HVAC

D30 HVAC General System

Requirements state the winter design condition for Camp

Lejeune to be 27F. Part 6 D.10

MCBCL Mech Design

Guidance Dated Aug 2024 #15 calls for the winter design condition to be 26F 99% and

22F 99.6%. Which winter design condition should be used for sizing the heating load?

Design conditions must follow the most stringent of local design guidance or values stated in the RFP.

HVAC

D30 HVAC System

Description states to comply with the latest edition of

ASHRAE 62.1, Ventilation for

Acceptable Indoor Air Quality

- 2016 edition. The most current edition of ASHRAE

62.1 is 2025. Which version of ASHRAE 62.1 should be used on this project - 2016 or

2025?

Use most current edition of

ASHRAE 62.1.

HVAC

D30 HVAC makes multiple references to ASHRAE 90.1, but does not specify which version to utilize for this project. The NAVFAC High

Performance and Sustainable

Building Checklist makes reference to both ASHRAE

90.1-2013 and ASHRAE 90.1-

2016, while Section 01 91

00.15 22 Total Building

Commissioning makes reference to ASHRAE 90.1-

2019. Which version of

ASHRAE Standard 90.1 shall be used for this project?

UFC 1-200-02 version that is in effect must be followed to determine the appropriate version of ASHRAE standard 90.1. For Cherry

Point we agreed on using

90.1-2019.

Existi ng

Condi tions/

Demo lition

Attachme nt I Price

Schedule

Confirm if the existing building(s) to be demolished will have all FF&E (furniture fixtures and equipment) removed by Others prior to mobilization of the contractor.

Use most current edition of

ASHRAE 62.1.

Attachme nt H; Vol

1 of 2, Chapter

6.

Engineeri ng

Systems

Require ments

A101002

Deep

Foundation s

Part Three A Chapter 6 section

A101002 Deep Foundations states “The building and first floor slab must be entirely supported by a pile foundation system consisting of either precast pre-stressed concrete piles or auger cast piles”, will the government allow alternative foundation systems?

Alternative Foundation

Systems as determined by the Geotechnical Engineer of

Record and meeting specified performance criteria are technically acceptable.

French

Creek

Part 3B

Section

G4030

G4030 -

OSP

Pathway and

Connection

Requireme nts

RFP states: Connection Point for the Camp Lejeune French

Creek site is MH FC400-5, located on the northwest corner of Connor Street and

H.M. Smith Blvd. Will the new OSP fiber and copper cable terminate into existing splice cases in this existing manhole or will the new OSP cable extend to another connection point?

Fiber and Copper will be spliced in MH FC400-5.

Hadnot

Point

Part 3B

Section

G4031

G4030 -

OSP

Pathway and

Connection

Requireme nts

RFP states: Connection Point for Camp Lejeune Hadnot

Point (CLHP) is MH 1-4, located on the southern side of

G Street, between G Street and the existing parking lot on the northwest portion of the site.

Will the new OSP fiber and copper cable terminate into existing splice cases in this existing manhole or will the new OSP cable extend to another connection point?

Copper splice in MH 1-4

Fiber will need to be extended to MH 1-3

Part 3 A -

Chapter 6

D4020 D4020 notes Camp Lejeune and MCAS New River do not have reliable power. If a fire pump is determined to be required in a facility with unreliable primary power, an emergency backup generator must be provided for the fire pump as a secondary power sources. D509002 then notes

Camp Lejeune and MCAS

Cherry Point site do not have reliable power. PPI for

Package 1 noted the MCAS

Cherry Point and MCAS New

River have reliable power and a Secondary power for the fire pump (i.e. a generator) is not required. Please confirm

Camp Lejeune has reliable power and generator for the fire pump is not required.

Camp Lejeune and New

River do not have reliable power. Generator for fire pumps are required.

Part 5 Section 23

81 00

Specification Paragraph

2.3.1.8 Louver states "for

locations located in hurricane prone areas provide field installed louvers that are hurricane rated per AMCA

540 and AMCA 550". The standard PTAC Louver does not meet AMCA 540 nor

AMCA 550. Typically at

Lejeune these louvers are not required to be hurricane rated.

Please note that the windows are not hurricane rated. if

PENDING RESPONSE

hurricane louvers are required, the PTAC/PTHP unit would not function properly as the unit would need to be moved inward of the exterior wall thus projecting more into the room. Please confirm AMCA

540 and AMCA 550 do not apply.

Civil Part 3B -

Chapter 3 -

Supplemen t - Section

3.1.2.2

The RFP states in Section

3.1.2.2 that the site utility information is based on a

Level B Subsurface Utility

Engineering (SUE) survey and a standard topographic survey performed in December 2025 and January 2026. However, the survey data included in the

RFP documents does not provide invert elevations for the existing storm sewer structures or associated piping on or adjacent to the project site. If available, please provide the invert elevations for the existing storm drainage system so the Design-Build

Team can verify the feasibility of the proposed drainage concepts developed for pricing and better assess potential design constraints.

All available information has been provided.

Commun ications

For both Hadnot Point and

French Creek, provide existing underground Comm oneline that shows existing buildings in the area served along with

MH numbers, conduit sizes, cable types and quantities and termination locations

All available information has been provided.

Electri cal

Servic e POC

- A3-

A4

Electrical C.7 Confirm that splices of existing MV cable in manholes following demolition of building transformers is allowed as indicated in attachment C.7

Attachment C7 references

Cherry Point only. For

MCBCL, MV splices are not allowed aboard Camp

Lejeune.

Chang es -

AFTE

R

DEM

O

Electrical For both Hadnot Point and

French Creek, provide existing underground MV and LV onelines that shows existing buildings in the area served along with MH numbers, conduit sizes, cable types and quantities and termination locations.

All available information has been provided.

Landscap e

Architect ure

BEAP Drinking Fountains are mentioned in the BEAP for

Camp Lejeune under 3.4.8 Site

Furnishings. Where are these required? Are they required at shelters?

Exterior drinking fountains shall be provided at recreation shelters.

Architect ural

UFC 3-

110-03

UFC 3-110-03 paragraph D-

2.2 (General Contractor’s

Warranties [one to five years]) states the following: “Recently some government roof specifications call for a

General Contractor’s

Watertight Warranty to add another method of ensuring a quality roof installation.

Unless stated otherwise in the

Scope of Work in the RFP, all permanent new construction and replacement roofs require a Five-Year General

Contractor Bonded

Watertightness Warranty. The scope of work in the RFP may waive the Bonding requirement, but if not specified, the Bonded five-year watertightness warranty is required. The required wording of the warranty will be provided in the applicable

UFGS.” Please confirm if a five-year general contractor bonded watertightness

A five-year general contractor bonded watertightness warranty is required for this project.

warranty will or will not be required for this project.

Architect ural

D.13 - 01

91 19 -

1.6.6

Paragraph 1.6.6 in specification section 01 91 19

(Building Enclosure

Commissioning) mentions additional building enclosure tests. Please confirm if these tests will be completed by the

Owner’s Cx Agent/Team or if these will have to be subcontracted out to a third party testing agency by the

General Contractor.

Third party test is required.

Plumbing Part Three

"B" -

Chapter 3

Vapor Intrusion Mitigation system below slab is required to include a vapor barrier, stone sub base, sub-slab perforated colllection piping and plenum boxes and appropriated vertical riser vent piping per 3.2.1.21

Environmental Assessment of

Part Three "B" - Chapter 3-

Supplement Page 12. Per

3.1.1.8 the site does not have

Radon Contamination. Please confirm that a standard 20mil vapor barrier can be used w/ stone subbase without the need for perforated piping and vent stack systems noted.

The Vapor mitigation system is required because this is a residential facility and may house sensitive populations.

A standard 20mil vapor barrier is not appropriate to mitigate chemical vapor transmission.

Section 00 70 00 – Conditions of the Contract

The following clauses were added:

FAR Clauses Incorporated by Reference

Number Title Effective Date

52.211-13 Time Extension Sept 2000

The following clauses were removed:

Number Title Effective Date

52.229 - 12 Tax on Certain Foreign Procurements Feb 2021