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N40085-25-R-2523

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

The purpose of this amendment is to provide the following:

1. Provide Price Proposal Form – Revision 1 dated 02 May 2025 via attachment

2. Extend proposal due date from 07 May 2025 to 14 May 2025.

3. Responses to Pre-Proposal Inquiries (PPIs):

Question # Reference Question Government Response Page Section Paragraph

01 14 00 1.2.1.2.1 & 1.3.1.1

Specification section 01 14 00

1.2.1.2.1 & 1.3.1.1 states that the workforce must be performed by US citizens.

This is not a typical requirement for Camp Lejeune and would greatly limit subcontractors' workforce, likely resulting in substantially higher costs to the Government. Please clarify that the workforce is not limited to US citizens only.

Work must be performed by U.S. citizens or U.S.

persons. U.S. persons is defined as an individual who has been lawfully admitted for permanent residence as defined in 8 U.S.C.

1101(a)(20) or who is a protected individual as defined by Title 8 U.S.C.

1324b(a)(3)).

01 45 00 1.6.5 Specification section 01 45 00

1.6.5 states to provide a full-time assistant to the QC Manager. Please clarify if the assistant to the QC Manager may perform other roles or must be dedicated to assisting the QC Manager.

Assisting the QC Manager is the primary responsibility, but it is reasonable to allow collateral tasking so long as it in no way delays or hinders the primary responsibility of assisting the QC Manager.

116 SECTIO

N 01 33

10.05 20

2.2.2 Required Design

Submittals

This required design submittal indicates 35% and 65% Design Development submissions are required for the non-critical path design packages. Due to the simplicity and scale of this project, and the short CCL, would the Government consider reducing this to 1 typical 65% Design Development Submission?

Currently the Government will not reduce the stated number of Design Development submissions, but reserves the right to truncate or forgo a design submittal requirement dependent on the evolution and progress of design and construction and if it's deemed beneficial for all parties.

Room Require ments with

Epoxy

Room Require ments

C103008 C103008 - In each of these room requirements, it states to provide a five-coat flooring system consisting of primer, epoxy mortar, grout coat, and two urethane topcoats. Would a 3-part epoxy that has a 5 layer system, consisting of primer + flake undercoat + pigmented flakes + grout coat + top coat, be a sufficient solution?

A five-coat flooring system consisting of primer, epoxy mortar, grout coat, and two urethane topcoats.

671 Part 3 D304006 Mechanical Supply warehouse contains approximately 2,400 SF area and the Paraloft contains approximately 4,000 SF area prescribed to be conditioned by chilled water plants. Based on the small square footage, a chilled water plant is not practical or life cycle cost effective. Please confirm alternate systems can be utilized in lieu of chilled water plant if found to be

LCCE.

Bids need to be based on the chilled water system outlined in the RFP and should not assume another system may not be used.

670 Part 3 D304001 Please clarify where aluminum linear slot diffusers are required.

Aluminum linear slot diffusers are not required.

672 Part 3 D304008 RFP indicates to provide energy recovery sections on Air Handling Units. Please clarify if energy recovery section can be omitted if not required by ASHRAE 90.1

A life cycle cost analysis must be performed per UFC 3-410-01, section 3-1.

Energy recovery can be omitted if building is proven life cycle cost effective and not required by ASHRAE 90.1.

742 G40 G4010 G4010 Electrical Distribution indicates that connection to the existing power system is overhead. However, Phase I included a new underground duct bank. Please confirm that point of connection will be to

Confirmed. Per the drawings the service to the site comes overhead and it will be run underground to the point of interconnection at the above ground 15KV sectionalizing cabinet.

the nearest above ground 15KV sectionalizing cabinet.

686 D50 D501002 Section calls for a main service switchboard to be used as service equipment. A switchboard is typically required when the service is 1200 amps or larger. Can a main distribution panel be used where the service for the building is 1000 amps or less?

Confirmed. Per UFC 3-520- 01, section 3-2.2 "Specify distribution system type panelboards with the equipment is 800-1200A."

743 G40 G401005 (a) Please confirm that concrete poles are not required.

(b) Existing distribution system is below grade per Part 6 attachments. Please confirm new routing will also be underground distribution to the buildings' service.

(a) Confirmed: Utility Poles are exisiting. We are not installing pole.

(b) Existing distribution system is below grade per Part 6 attachments. New routing will be underground distribution to the buildings' service.

743 G40 G401009 Section indicates that no sub-metering within building electrical panels; however, each building shall be metered.

It is also states to provide a separate advanced kilowatt demand meter for each pad mounted transformer. Please confirm that only metering for each building will be advanced kilowatt demand meter at each pad mounted transformer.

Confirmed: Meter to have wireless built-in module.

Also provide a 1" conduit from the other utility meters to the electrical meter. The electric meter will act as the gateway.

745 G40300

1 Telecommunications Point of Connection Confirmation

G403001 states the point of connection will be the nearest point of presence (demarcation). Part 6 Telecommunications Site Plans TS101 shows the Phase I point of connection as (E) MH WC-N-1 and a nearby MH02 and MH03.

Question: please confirm

Confirmed. MH02 will provide connectivity to the Paraloft facility and MH03 will provide connectivity to the Warehouse.

MH02 and MH03 are the points of connection.

745 G40300

4 Quantity of 3-Cell Mesh Innerducts

G403001 states to install 3-cell mesh innerducts and provide more than one 3-cell mesh innerduct where required.

Question: please clarify the quantity of 3-cell innerducts required for bidding purposes.

Provide one 3-cell mesh innerduct per conduit.

746 G40300

1 CATV Conduit Removal Confirmation

G403002 states to provide one

(1) empty 4-inch conduit with pull strings between the exterior connection point and equipment room for CATV.

Question: please verify if this dedicated empty conduit is needed or it could be put into one of spare (4) 4-inch conduits.

The CATV service provider can utilize one of the four 4 inch conduits.

1442 MCB 27

10 00

Telecommunications QC Specialist Confirmation

MCB 27 10 00 section 1.6.2.1 Telecommunications Contractor states the Telecommunications System QC Specialist is required on site, full time.

Questions:

1 - Please confirm if this Telecomm Systems QC specialist is required to be onsite full time or only when Telecommunication work is being performed?

2 - Please confirm if this specialists can have other duties beside QC.

The Telecomm Systems QC specialist is required to be onsite for all Telecommunication work being performed. It is reasonable to allow collateral tasking so long as it in no way interferes with the primary responsibilities of the Telecomm Systems QC specialist.

Part 3 Chapter

D4020 In accordance with UFC 3- 600-01, warehouse sprinkler protection, at a minimum, must be based on Class IV, nonencapsulated commodities, as defined by NFPA 13, unless a more severe class of storage is anticipated, and must be based on the maximum potential height of storage.

Please confirm if a more severe class of storage than Class IV, nonencapsulated commodities (including Group A Plastics) will be stored within any portions of the facilities, and confirm maximum potential height of the this storage.

PENDING

Part 3 Chapter

D4040 In accordance with the RFP, the fire pump must be located within the building enclosure that it is protecting. NFPA 20 does not require Fire Pumps to be housed in the building they are serving and allows for Fire Pumps to be housed in a neighboring enclosure. Please confirm if the Government would accept a NFPA 20 code compliant solution.

PENDING

8 01 57 19 1.3 A "dewatering permit" is listed among the required Preconstruction Submittals;

however, no specific information has been provided regarding the requirements or process for obtaining this permit. Please provide additional details or guidance on what is needed to secure this permit.

A dewatering submittal would be made to NAVFAC for approval as a pre-construction submittal.

21 01 57 19 3.3.1 The specification section contains several bracketed placeholders indicating missing or incomplete information, including the Nationwide Permit Number and multiple points of contact.

A nationwide permit is not applicable since work is outside the wetlands. Refer to Part 6, Chapter J, for Post- Construction Storemwatrer Management Permit SW8 110906

Please provide the missing details to complete this section.

Existing Condition / Current

Constructi on

Will CAD files of the previous design be provided to use as existing conditions for this project? Or as-builts?

PENDING

1846 Chapter B

Drawing s

CS100 Please confirm that the water and sewer are sized for the proposed demand and specify if there is a required connection point

PENDING

1846 Chapter B

Drawing s

CS100 What will be the largest vehicle around the warehouse and around the Paraloft?

Area between the warehouse and security fence to accommodate a WB 67 18-wheeled truck. Paraloft to accommodate bus pick-up/drop off outside the fence parallel to the roadway between the paraloft and the warehouse. Camp Lejuene standard criteria for a maintenance pick-up truck to drive to the mechanical room. Provide fire truck access to both facilities.

688 &

Does this base have a central monitoring station for ESS signal and alarms? If yes, what is the BLDG number and estimated distance from parachute facility? How will local alarms connect to base wide system?

MCB Camp Lejeune does have a central monitoring station for ESS located in building 58. Local sensors in the facility connect to an alarm panel located in the facility that reports through the base fiber network to the ESS server. The system is monitored by Physical Security.

689 AV D503095 Can the AV package be combined with the FFE package since it is very minor and simplistic. The government will be paying for an uneccessary premium to have a separate BVD package, separate designer, etc. for a 15K package.

Cost impacts understood.

Propose according to RFP.

RFP

Part 3, Chapter 4, Space Tabulati on

RFP Part 3, Chapter 4, Space Tabulation, indicates total GSF for the Paraloft/Parachute Maintenance Facility is 6,770

GSF. RFP 01 33 29, HPSB

Checklist – GOALS attachment indicates Third- Party Certification is required for this building. However, current UFC 1-200-02, Table 1-1, indicates that compliance with UFC 1-200-02 Chapter 4 for HPSB Tracking/Documentation and Third-Party Certification are only applicable to buildings 10,000 GSF and larger. Please confirm that UFC 1-200-02 Chapter 4, HPSB Tracking/ Documentation and Third- Party Certification are Not Applicable for the Paraloft/Parachute Maintenance facility.

Confirmed. HPSB Guiding Principles Compliance Tracking and Reporting and Third-Party Certification are not applicable to the Paraloft/Parachute Maintenance facility, but still remain in place for the Supply Warehouse.

01 50 00.50

2.2 The project sign section states

to provide one sign, please confirm that a solo sign will suffice for the two buildings.

Confirmed. One sign on site will suffice.

Part 3, Chapter

ESR A10 A10 Foundations states that the Parachute Maintenance Facility is to be supported by deep foundation system consisting of driven square precast, pre-stressed concrete piles. Is this the only deep foundation system that can be considered.

Bid as per RFP

Part 3, Chapter

ESR A10 A10 Foundations states that the Parachute Maintenance Facility piles must be driven to a minimum tip elevation of -25 feet NAVD88 or to a Government approved refusal driving rate and pile tip elevation above the specified minimum tip elevation. How is pricing to be handled for piles that are found to need to go

As per RFP Chapter 6 A10 Foundations: Any foundation system requirements beyond the specified minimums must be at the expense of the contractor.

deeper as there is not a CLIN set up for a LF of pile?

Part 6 Chapter

J

Please confirm that the permits referenced in part 6 will cover the limits of disturbance for the Supply Warehouse and Paraloft. Will DB civil team be responsible for renewing or altering any of the stormwater or sediment erosion control coverage already obtained?

Permits referenced in part 6 will cover the limits of disturbance for the Supply Warehouse and Paraloft. DB civil team to confirm existing stormwater / sediment / erosion control are correct for the respective new structures and impervous pavement.

Part 3, Chapter

6, ESR

D30

D30 The RFP states that all mechanical equipment shall be located outdoors. We assume that applies to all except condensing units and air-cooled chiller(s). Please confirm.

All mechanical equipment not required to be located outside shall be located inside. Heat rejection equipment such as heat pumps, condensing units, and air-cooled chillers shall be located outdoors.

01 35 26 1.7.1.1 Please confirm that one Full-time Site Safety Health Officer is adequate for this project covering both the Supply Warehouse or Parachute Maintenance with Paraloft facility.

Confirmed

01 45 00.05

1.4.1 Please confirm that one Full-

time Quality Control Manager is adequate for this project covering both the Supply Warehouse or Parachute Maintenance with Paraloft facility.

Confirmed

Please confirm that one Full-time Superintendnet is adequate for this project covering both the Supply Warehouse or Parachute Maintenance with Paraloft facility.

Confirmed

01 30 00 1.11.1 1.11.1, f. states to hold partnering sessions at 3 or 6 months frequency after the initial. Are these sessions to be facilitated by the partnering consultant that held the initial

Follow-on Partnering Sessions to be held at 3 to 6 month intervals, or more frequently if needed. Budget for Partnering Sessions estimating anticipated meeting? Further can it be budgeted to provide these at 6 month intervals considering that will likely be 6-7 sessions at a minimum.

frequency ands cost per session.

As per 1.11.1, a.: All costs associated with the Partnering session including the third-party independent Facilitator Consultant, meeting room and other incidental items are the responsibility of the Contractor.

As per 1.11.1, f.: The same Facilitator used in the Initial Partnering session must lead the follow-on sessions unless an alternative is permitted by the Contractor Officer. All costs associated with follow-on Partnering sessions are the responsibility of the Contractor.

PART

3, 6.0

ESR

ESR C03040 - confirm that the water based catalyzed epoxy coatings system, MPI77, is to be provided. MPI 77 is a solvent based product only available in a gloss finish.

Please provide a revised MPI system to utilize if water based is required.

Revise MPI 77 to MPI 254 X-Green

Part 3, Chapter

6, ESR

D30

D3070 Per Camp Lejeune Mechanical Design Guidance, please confirm that all duct in the project is required tyo undergo

DALT.

All ductwork is required to undergo duct air leak testing.

Part 3, Chapter

6, ESR

D20

D20 The RFP requires steel for compressed air piping. Can Type L copper be used?

Type L - Hard copper may be used for compressed air piping. Refer to UFGS 22 00 00 Table II.

167 Page 3 Part 3 - Chapter

3.1.3.1

The new site work says that access must be from two new entrances off the unnamed (east-west) road south of the new headquarters building (WC 507). Please confirm what the existing grades will be that will be turned over to the contractor.

Refer to Part 6, Chaper B, CG Series civil drawings.

168 Page 5 Part 4 - Section

E10

E103005 Wash

Rack/Pad Equipmen t

E103005 Wash Rack/Pad Equipment is still noted in this RFP in Part 4-Section E10, but Part 3- Chapter 6/ESR E10 - Page 2 E103005 notes "not used". Please verify the Wash Rack was completed in previous contract and not to be included in this solicitation.

Wash rack and pad are not included in this solicitation as indicted in Part 3, Chapter 6, E10 - Equipment.

169 Page 5

Part 3- Chapter

6 - ESR

D40

D4010- Notificatio n Appliance s

This section calls for notification appliances to be ceiling mounted where a suspended ceiling is provided.

Wall mounting notification appliances allows for a more efficient layout with the same sound pressure levels and intelligibility. Please advise if wall mounted appliances are acceptable

Comply with RFP requirements.

Chapter 5 - Room Require ments

Various rooms require ground faced CMU finish for interior fixed partitions. Paint is not noted to be required where ground face CMU is called out. Is the ground face to be painted or does the ground face CMU require an integral color? If ground face is required to have integral color, please provide what color is desired. Ground face typically is 40-50% increase in cost and is difficult to clean and maintain. We recomend standard CMU w/ painted finish.

Interior facing CMU walls are to be painted. Refer to C304007.

Room

The room requirements have several locations noting to "refer to C304006 INTERIOR COATINGS." There are also several other references to "refer to C304007 INTERIOR COATINGS." Please provide a section for Interior Coatings.

C304006 should refer to C304007 1.2 Impact Resistant Wall Finishes

Room

The room requirements have several locations noting to "refer to C304006 Painting and Staining Ceilings." Please

See PPI response 172.

provide a section for Painting and Staining Ceilings

3 - 3.1.3.6

Under the Geotechnical Earthwork Requirements, the last note says that, "All surplus excavation spoils must be disposed of at a permitted and licensed RCRA Subtitle D disposal facility." Please confirm that all surplus excavation spoils will be included in Unit Price CLIN 1F.

Anything not covered in price proposal form will be addressed on a case by case basis post award.

Part 4 - D10200

1.7.5

Part 4 - D102001 1.7.5 Patented Track Monorail, Runway Systems and Bridge Girders says to "provide monorails, underrunning runway systems and bridge girders fopr underrunning hoists with patented steel track, specificcally designed, fabricated and heat treated in accordance with MH 27.1, minimum Duty Service Classification C. Please confirm that the 1/2 ton monorail located in the Paraloft Drying Room needs to be a patented track.

Confirmed.

UFGS

41 22 23.19

MONO

RAL

HOISTS

1.2 Definition

s

Per UFGS 41 22 23.19 for Monorail Hoists, the Operating Environment determines if the hoist system needs to meet minimum or maximum anti-spark requirements.

1. Please clarify if the 1/2 ton monorail hoist in the Paraloft Drying Room is considered to be located in a hazardous environment.

2. If yes, please clarify if the monorail is to meeting minimum or maximum anti-spark requirements.

1. No. Per NFPA 70, hazardous environments are areas where there is a possibility of fire or explosion hazards due to the presence of flammable, combustible, or ignitable gases, vapors, liquids, dust, or fibers/flyings.

Part 3 - Chapter

Part 4 - Section

C30

Parachute Repair Room C30

1.2.2.1

In Part 3 - Chapter 5 ROOM REQUIREMENTS for the Parachute Repair Room (and several other rooms), the floor finish is noted as "a five-coat flooring system consisting of primer, epoxy mortar, grout coat, and two urethane topcoats." Paragraph C30

1.2.2.1 of Part 4 notes that "the designer of record must utilize UFGS Section 09 67 23.16, Fuel Resistive Resinous Flooring, 5-Coat System to provide the required installer qualifications for the floor coating system" Per 09 67 23.16, installers are to be SSPC QS 1 and QP 8 certified.

There are only a select few contractors in the country that have both certifications. IN the interest of the stated budget, please consider removing the SSPC QS 1 and QP 8 requirements from the base bid, and adding an alternate to include the certifications.

Comply with RFP requirements.

Part 3 - Chapter

Parachute Repair Room Space

Characteri stics

Part 3 Chapter 5 Special Requirements for the Parachute Repair Room lists a total of three sewing machines to be provided for parachute repairs. However, the RFP documents do not include specifications or requirements for these sewing machines.

Please provide further information for these sewing machine.

Sewing machines are GFGI.

Further information to be discussed at the CDW.

Part 3, 3, 3.1.3.1

Paragraph

Per the RFP a bus loading space is to be provided. Is this loading space in addition to the one that appears between the Paraloft Facility and the Warehouse in Attachment A Drawings and already installed

The bus loading space is the loading space between the Paraloft Facility and the Warehouse indicated on drawing CS101 in Attachment A Drawings.

The bus loading space has or is this a second loading space within the fence line?

been constructed as indicated on drawing CS101.