Amendment 0005.pdf

1. CONTRACT ID CODE PAGE OF PAGES

J 1 14

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ.

NO.

PROJECT NO. (If applicable)

0005 01/12/2023

6. ISSUED BY Code N40085 7. ADMINISTERED BY (If other than item 6.) Code

NAVFACSYSCOM MID-ATLANTIC

CONTRACTING CORE

9324 VIRGINIA AVENUE

NORFOLK, VA 23511

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) 9A. AMENDMENT OF SOLICITATION NO.

N40085-23-R-2557

9B. DATED (SEE ITEM 11)

12/05/2022

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

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 _1 _ copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram 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 telegram or letter, provided each telegram or letter 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 NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14. ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATION CHANGES (such as changes in paying office, appropriation date, 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.)

N40085-23-R-2557, DESIGN-BUILD, P-1458, 2nd RADIO BATTALION COMPLEX, PHASE 2, MARINE CORPS BASE, CAMP LEJEUNE, NORTH CAROLINA

SEE SF 30 BLOCK 14 CONTINUATION PAGE

Contract POC: Brittany Cristelli; Email: brittany.n.cristelli.civ@us.navy.mil; Phone: 757-341-1978

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 (Same as Item 8)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY

(Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070 30-105 STANDARD FORM 30 (REV.1-83) 0224-3(10-90)

PREVIOUS EDITION UNUSABLE Prescribed by GSA mailto:brittany.n.cristelli.civ@us.navy.mil

N40085-23-R-2557

SF 30 BLOCK 14 CONTINUATION PAGE

The purpose of this amendment is to provide the following:

1. Pre-Proposal Inquiry (PPI) Responses: Questions 41 through 95

2. Updated Attachment D – Wage Determination – NC20230038 01/06/2023

Question

Reference Question Government Response

Page Section Paragraph

41 742 Civil Section D503095 states AV system to include video teleconferencing including Closed-Circuit

Television Cameras (CCTV) and associated equipment and hardware. Section D503005 provides a CCTV system for the ESS system. Is the AV CCTV system different and separate from the ESS CCTV system, or is it integrated?

AV CCTV system is separate from the ESS CCTV system.

42 Civil Part 3, Chaper 6, Section

G3030

Storm Sewer

Part 3, Chapter 6, Section G3030 STORM SEWER states, “A sample plan set for the MARSOC Wash

Pad and Wash Rack is included in Part 6

Attachments, Chapter C. This plan set should be followed as a Basis of Design.…” However, Part 6, Chapter C includes only the Affinity Diagrams.

Please provide the referenced MARSOC example plan set.

MARSOC Wash Pad and Wash

Rack drawing files are unavailable. Follow the Affinity

Diagrams refrenced in Part 6, Attachments.

43 10 RFP, Price

Proposal

Form

CLIN 1D, lists to provide the Base Price for the

Design of the project. Is this to be the Design costs for the combined Electrical/Communication

Maintenance/Boat Maintenance /Vehicle

Maintenance facility and Hazardous Material

Storage facility or all options as well? If not

Parachute Maintenance with Paraloft and Supply

Warehouse, where do those design costs get carried?

See Amendment 0003 CLIN 1D is the design costs for the combined

Electrical/Communication

Maintenance/Boat Maintenance

/Vehicle Maintenance facility and

Hazardous Material Storage facility

44 12 RFP, Price

Proposal

Form

As it pertains to CLIN 0002B and C251, Parachute

Maintenance with Paraloft facility sitework, please provide a dilenation point for the work that falls under this CLIN. Is it just within the fence line? If so where do the BMPs and shared access drives and parking (with the Supply Warehouse) get carried with this CLIN?

The Parachute Maintenance with

Paraloft facility sitework extends to the fence line surrounding the faciity. Shared access drives, parking, and BMPs are in the base bid.

45 13 RFP, Price

Proposal

Form

As it pertains to CLIN 0003B and C251, Supply

Warehouse facility sitework, please provide a dilenation point for the work that falls under this

CLIN. Is it just within the fence line? If so where do the BMPs and shared access drives and parking

(with the Parachute Maintenance) get carried with this CLIN?

The Supply Warehouse facility facility sitework extends to the fence line surrounding the faciity.

Shared access drives, parking, and

BMPs are in the base bid.

46 1 Part 3, Chapter 6

ESR A10 A10 Foundations states that the Parachute

Maintennace 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.

Correct.

Part 3, Chapter 6

ESR A10

A10 Foundations states that the Parachute

Maintennace 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 deeper as there is not a

CLIN set up for a LF of pile?

PENDING RESPONSE

48 1 Part 3, Chapter 6

ESR A10 A10 Foundations states that the wetland crossing structure (bridge or culvert) must be entirely supported on driven timber piles meeting ASTM

D25 requirements with a minimum tip diameter of

8 inches. Is this the only deep foundation system that can be considered.

This is the only foundation allowable for the wetland crossing.

49 12 Part 3, Chapter 3

3.1.3.5

Storm

Drainage

System

3.1.3.5 Storm Drainage System states that a bridge

or culvert is required at the wetland crossing along the road connecting the southeastern and southwestern sites. The culvert or bridge must be adequately sized and permitted through NCDEQ and USACE. What is the desired make-up of this bridge; aluminum similar to the jogging path, or wood, or precast, or other? If allowed to do a culvert, do wood piles still need to be provided?

Aluminum or precast are satisfactory materials.

50 1 Part 3, Chapter 6

F10 Special

Construction

F101001 METAL BUILDING SYSTEMS (PRE-

ENGINEERED) allows for the use of PEMB type buildings, However, is this type of construction allowed for all of these buildings to include;

combined Electrical/Communication

Maintenance/Boat Maintenance /Vehicle

Maintenance facility, Hazardous Material Storage facility, Parachute Maintenance with Paraloft facility and Supply Warehouse? If not please advise which buildings can be PEMB.

Refer to Part 3, Chapter 2 para.

2.4

51 Part 6, Camp

Lejeune

BEAP

Wallace

Creek

The BEAP states that the Allowable roof forms are gable-on-hip and hip at slopes between 4:12 and

6:12. Part 3 is silent on the roof slope requirements for these buildings and fall protection is also not mentioned. Please confirm that 3:12 is a allowable slope for the Electrical/Communication

Maintenance/Boat Maintenance /Vehicle

Maintenance facility

Comply with Camp Lejeune

BEAP massing requirements for

Wallace Creek. Section 01 33

10.05 20, Design Submittal

Procedures para. 1.11.3 and publications referenced in 01 35

26, Governmental Safety requirements requiring fall protection.

52 Part 6, Camp

Lejeune

BEAP

Wallace

Creek

The BEAP states that the Allowable roof forms are gable-on-hip and hip at slopes between 4:12 and

6:12. Part 3 is silent on the roof slope requirements for these buildings and fall protection is also not mentioned. Please confirm that 3:12 is a allowable slope for the Hazmat Facility.

Comply with Camp Lejeune

BEAP massing requirements for

Wallace Creek. Section 01 33

10.05 20, Design Submittal

Procedures para. 1.11.3 and publications referenced in 01 35

26, Governmental Safety requirements requiring fall protection.

53 Part 6, Camp

Lejeune

BEAP

Wallace

Creek

The BEAP states that the Allowable roof forms are gable-on-hip and hip at slopes between 4:12 and

6:12. Part 3 is silent on the roof slope requirements for these buildings and fall protection is also not mentioned. Please confirm that 3:12 is a allowable slope for the Parachute Maintenance with Paraloft facility.

Comply with Camp Lejeune

BEAP massing requirements for

Wallace Creek. Section 01 33

10.05 20, Design Submittal

Procedures para. 1.11.3 and publications referenced in 01 35

26, Governmental Safety requirements requiring fall protection.

54 Part 6, Camp

Lejeune

BEAP

Wallace

Creek

The BEAP states that the Allowable roof forms are gable-on-hip and hip at slopes between 4:12 and

6:12. Part 3 is silent on the roof slope requirements for these buildings and fall protection is also not mentioned. Please confirm that 3:12 is a allowable slope for the Supply Warehouse.

Comply with Camp Lejeune

BEAP massing requirements for

Wallace Creek. Section 01 33

10.05 20, Design Submittal

Procedures para. 1.11.3 and publications referenced in 01 35

26, Governmental Safety requirements requiring fall protection.

55 Part 6, Camp

Lejeune

BEAP

Wallace

Creek

Part 3 is limited in the direction on the Exterior

Aesthetics of the Building(s). Please confirm what the required Entry elements for the

Electrical/Communication Maintenance/Boat

Maintenance /Vehicle Maintenance facility including massing requirements. Please be specific as the BEAP states that Entrances shall provide some type of weather protection, such as a pocketed door or canopy. Entrances must be formal, clearly identifiable and located toward the most common approach, preferably facing the public way or open space and that the entry element is proportional to the building size.

Entrances must provide weather protection such as a pocketed door or canopy. Entrances must be formal, clearly identifiable and located toward the most common approach, preferably facing the public way or open space. The entry element must is proportional to the building size...per the

BEAP

56 Part 6, Camp

Lejeune

BEAP

Wallace

Creek

Part 3 is limited in the direction on the Exterior

Aesthetics of the Building(s). Please confirm what the required Entry elements for the Parachute

Maintenance with Paraloft facility including massing requirements. Please be specific as the

BEAP states that Entrances shall provide some type of weather protection, such as a pocketed door or canopy. Entrances must be formal, clearly identifiable and located toward the most common approach, preferably facing the public way or open space and that the entry element is proportional to the building size.

Entrances must provide weather protection such as a pocketed door or canopy. Entrances must be formal, clearly identifiable and located toward the most common approach, preferably facing the public way or open space. The entry element must is proportional to the building size...per the

BEAP

57 Part 6, Camp

Lejeune

BEAP

Wallace

Creek

Part 3 is limited in the direction on the Exterior

Aesthetics of the Building(s). Please confirm there are no required entry elements for the Hazmat

Facility.

Confirmed.

58 Part 6, Camp

Lejeune

BEAP

Wallace

Creek

Part 3 is limited in the direction on the Exterior

Aesthetics of the Building(s). Please confirm there are no required entry elements for the Supply

Warehouse.

Entrances must provide weather protection such as a pocketed door or canopy. Entrances must be formal, clearly identifiable and located toward the most common approach, preferably facing the public way or open space. The entry element must is proportional to the building size...per the

BEAP

59 Part 3, Chapter 6

ESR 10 E102001 MISCELLANEOUS Common Fixed &

Moveable Equipment is confusing in that it lists fixed and moveable equipment in a section and is difficult to differentiate what is CFCI vs FFE.

Please confirm if marker and tackboards (bulletin boards) are CFCI or FFE?

FF&E is summarized in Part 6, Chapter G. All else is CFCI.

60 Part 3, Chapter 6

ESR 10 E102001 MISCELLANEOUS Common Fixed &

Moveable Equipment is confusing in that it lists fixed and moveable equipment in a section and is difficult to differentiate what is CFCI vs FFE.

Please confirm if wire cages are CFCI or FFE?

FF&E is summarized in Part 6, Chapter G. All else is CFCI.

61 Part 3, Chapter 6

ESR 10 E102001 MISCELLANEOUS Common Fixed &

Moveable Equipment is confusing in that it lists fixed and moveable equipment in a section and is difficult to differentiate what is CFCI vs FFE.

Please confirm if shelving and storage racks

(including bulk racks and pallet storage) are CFCI or FFE?

FF&E is summarized in Part 6, Chapter G. All else is CFCI.

62 Part 3, Chapter 6

ESR 10 E102001 MISCELLANEOUS Common Fixed &

Moveable Equipment is confusing in that it lists fixed and moveable equipment in a section and is difficult to differentiate what is CFCI vs FFE.

Please confirm if marker and tackboards are CFCI or FFE?

FF&E is summarized in Part 6, Chapter G. All else is CFCI.

63 6 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 base bid buildings as well as the bid option buildings.

Only one sign is required.

64 N/A Are Camp Lejeune façade mounted building identification signs required for this project? If so, at what buildings/structures, at what frequency

(multiple elevations), etc.? Are these required at

BMPs? What other non-building structures?

Yes. Comply with Part 6, Chapter

A, Camp Lejeune BEAP.

Building numbers for each building shall be mounted at prominent corners, facing street or emergency vehicle access / pedestrian approach. Provide additional signs as required for larger buildings and those located on corners. Signage for BMPs are not required.

10 01 35 26 1.7.1.1

Please confirm that one Full-time Site Safety

Health Officer is adequate for this project even if the Supply Warehouse or Parachute Maintenance with Paraloft facility are awarded. If additional employees are required to be staffed please be clear to what that number is in respect to the option buildings and the experience/requirements of that

2nd, etc. individual.

Yes, one full time SSHO is adequate.

01 45 00.05

1.4.1

Please confirm that one Full-time Quality Control

Manager is adequate for this project even if the

Supply Warehouse or Parachute Maintenance with

Paraloft facility are awarded. If additional employees are required to be staffed please be clear to what that number is in respect to the option buildings and the experience/requirements of that

2nd, etc. individual.

Yes, one full time QC Manager is adequate.

2 01 30 00 1.6.1

Please confirm that one Full-time Superintendent is adequate for this project even if the Supply

Warehouse or Parachute Maintenance with Paraloft facility are awarded. If additional employees are required to be staffed please be clear to what that number is in respect to the option buildings and the experience/requirements of that 2nd, etc.

individual.

Yes, one full time Superintendent is adequate.

68 5-6 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 meeting? Further can it be budgeted to provide these at 6 month intervals considering that will likely be 6-7 sessions at a minimum.

All partnering sessions are to be facilitated by the partnering consultant; frequency as indicated in 01 30 00.

69 Provide LCCA per UFC 1-200-02 - impacts building envelope design if required to meet enhanced envelope design.

AE2 to provide LCCA IAW UFC

1-200-02 based on their specific design.

70 673 Part 3, 5.0 Per Part 3, 5.0 Room Requirements, Elevator

Equipment Room, Functional/Adjacencies: See

Affinity Diagrams is missing. Please clarify if this space is intended to be included in the design.

At the contractors option, facility(s) may incorpoate elevators and stairs. Square footage for these spaces is to be subtacted from the facility's grossing factor.

71 674 Part 3, 5.0 Per Part 3, 5.0 Room Requirements, Stair, Functional/Adjacencies: See Affinity Diagrams is missing. Please clarify if this space is intended to be included in the design.

At the contractors option, facility(s) may incorpoate elevators and stairs. Square footage for these spaces is to be subtacted from the facility's grossing factor.

72 647 Part 3, 5.0 Per Part 3, 5.0 Room Requirements, Vehicle

Maintenance Tool and Layette. Please confirm

B203004, Size: 7' wide, 8' high.

Provide Overhead roll-Up Doors as indicated in the Room requirements.

73 649 Part 3, 5.0 Per Part 3, 5.0 Room Requirements, Electrical/Comm Maintenance Bays appears to be mistitled; B203004, Qty. 10 meets Part 4.0 Space

Tabulation, Vehicle Maintenance Facility;

Quantity, Maintenance Bays, 5. Per Part 3, 5.0

Room Requirements, Automotive Maintenance

Bays, B203004, Qty. meets Part 4.0 Space

Tabulation, Electrical/Comm Facility; Quantity, Maintenance Bays, 3.

Provide one overhead roll-up door (B203004) at each end of the maintenance bay.

74 518 Part 3,4.0 Per Part 4.0, Space Tabulations, Boat Operations, Room Function MAGTF OVE; is missing from

Part 3, 5.0 Room Requirements. Please provide.

MAGTF OVE Room

Requirements are found on page

643/2479 of the RFP

75 518 Part 3,4.0 Per Part 4.0, Space Tabulations, Combined

Facilities, Room Function Maintenance Work

Areas; is missing from Part 3, 5.0 Room

Requirements. Please provide.

The purpose of identifying

Maintenance Work Areas referenced in Chapter 4 - Space

Tabulation is to capture square footage requirements.

Maintenance Work Areas are circulation between Automotive

Maintenance Bays. The same finishes found in Autmotive

Maintenace Bays will apply to

Maintenance Work Areas.

76 518 Part 3,4.0 Per Part 4.0, Space Tabulations, Combined

Facilities, Net Area multiplied by Grossing Factor

1.165 = 10083; provided Total Gross Area=10053.

Please confirm the actual allowable Total Gross

Area per DD1391.

The DD1391 does not identify a combined facility. Use square footages identified in the RFP

77 547 Part 3,4.0 Per Part 4.0, Space Tabulations, Parachute

Maintenance with Paraloft, Helicopter Rope

Suspension Techniques (HRST, Total SF = 255.

Per Part 3, 5.0 Room Requirements, Helicopter

Rope Suspension Techniques (HRST), Special

Dimension is 13'-38' = 494. Please confirm the

Special Dimension trumps the assigned Net SF per

Part 4.0 and that the area can be taken out of another space as needed.

Use square footages identified in tgeh Space Tabulation

78 540, 557-

558, Part 3, 5.0 Per Part 3, 5.0 Room Requirements, Mother's

Room and Break Rm are not included in Part 4.0, Space Tabulations, Parachute Maintenance with

Paraloft. Please confirm the area required can be taken out of another space as needed.

A Mother's Room and Break

Room is not required in the

Parachute Maintenance with

Paraloft.

79 516 Part 3,4.0 Per Part 4.0, Space Tabulations, Supply

Warehouse, Net Area multiplied by Grossing

Factor 1.11 = 11893; provided Total Gross

Area=11,862. Please confirm the actual allowable

Total Gross Area per DD1391.

Follow the Space Tabulation identified in the RFP for the

Supply Warehouse.

80 PART 3, 6.0

ESR C3020 /

PART 4

C302004.1.1.

ESR C3020 resilient flooring calls for a solid vinyl tile or plank. Please confirm that the specifications for the luxury vinyl tile, class iii, type b per ASTM f1700 meets the requirement outlined in part 4

C3020441.1.2 in addition to the 30mil wear layer outlined in ESR C3020.

The product must also comply with UFC 1-200-02 - High

Performance and Sustainable

Building Requiremnts paraa. 2-

6.1.1 and 2-6.1.2.

81 PART 3, 6.0

ESR C3020

EPOXY

FLOORING /

WALL

BASE

ESR C3020 resinous flooring - confirm that a 4" high integral resinous wall base is required with the epoxy flooring system.

Confirmed.

82 PART 3, 6.0

ESR C3020

EPOXY

FLOORING

ESR C3020 resinous flooring - section calls out a

5-coat epoxy system. Confirm that this is required to be the 5-coat fuel resistive resinous flooring system

Resinous flooring is only found in

Janitors Closets. Fuel resistive systems are unecessary.

83 Part 3, 5.0

Room

Requirement

Sheets / ESR

C3040 / Part

4 C304007

The room requirement sheets indicate that all coatings are to fall under C304007 which are conflicting with some of the Room Requirement

Descriptions for wall / ceiling coatings as well as the ESR C3040 section. Both parts conflict with section ESR C3010 outlines to provide (1) coat of latex primer and (2) coats of water based epoxy paints. Part 4 C304007 Impact Resistant Walls finishes indicates the following: Provide textured acrylic architectural coating system: a seamless textured acrylic water-based resin coating system, having a thickness of at least 20 mils, on surfaces scheduled to receive it. System must be composed of pure acrylic polymers, silica dioxide, ethylene dioxide and pigments. System must have a Barcoll

Hardness Index of 38.0 or greater, smoke contribution of 7.0 or less, and have water vapor permeability of 27.5 English Perms or greater when tested in accordance with ASTM E96. (MPI 42)

Coating system must have been on the market and successfully used in commercial applications for a minimum of 10 years. CMU Application: High

Performance seamless interior water based catalyzed epoxy coating system must be used as an interior wall finish over CMU that has been joint-filled and smoothed with a water resistant manufactured recommended compound. Coating system to be mold and mildew resistant, flame spread 15 or less per ASTM-E84 and have a minimum final film thickness of 5 mils. Gypsum

Wall Board Application: High Performance seamless interior acrylic coating system must be used as an interior wall finish over gypsum wallboard. Do not prime or seal the drywall except as specifically recommended by the texture acrylic coating manufacturer. Coating system to be mold and mildew resistant, flame spread 8.5 or less per

ASTM-E84 and have a minimum final film thickness of 20 mils. Items to note: The system for the CMU application does not align with the ESR

C3040 requirement of MPI 77, which is solvent based not water based, as outlined in the subsequent PPI #19. The GWB Wall System as outlined as MPI 42 is a flat, textured system that is difficult to clean, maintain, and repair. Please confirm that all paints / and coatings indicated as

C304007 in the Room Requirement Sheets are to comply with Part 4 C304007 as outlined above.

Wall / Ceiling finishes are not scheduled to receive a C3010 finishes. Walls / ceilings, and open structure are to receive

C304007. C3040 finishes are scheduled in both ESR and PTS

C30.

84 PART 3, 6.0

ESR 3040

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 ESR C30 C3040 Interior

Coatings and Special Finishes to read as follows:

Spray paint all interior exposed surfaces including metal items, such as interior grilles, registers, diffusers, access panels, and panel boxes with a minimum of two coats in color to match adjacent surfaces, unless otherwise indicated. All primer and paint systems must be the manufacturer’s highest premium quality, professional grade. All materials must be moisture and mildew resistant and easily cleaned.

Gypsum walls, gypsum wall board ceilings, fascias and soffits must receive latex primer and two coats of Architectural Latex in a satin, semi-gloss, or eggshell finish. See Part 4, C3040 Interior

Coatings and Special Finishes.

85 PART 3, 6.0

ESRC3010 /

ESRC3040

ESR C3010 wall finishes outlines that CMU wall receive (1) coat of latex primer and (2) coats of water based catalyzed epoxy paint in satin finish.

Here is no specific instructions for gypsum wall board walls and ceilings. Please provide paint requirements and level of finish requirements for gypsum wall board. .

Part 3 Room Requirements do not reference C3010 Wall Finishes.

Room Requirements do reference

C3040 Interior Coatings and

Special Finishes.

86 PART 3 5.0

, ROOM

REQUIREM

ENT

SHEETS

Room requirement sheets call for joint filler at

CMU walls but only block filler is indicated in both C3010 and C3040. Confirm that joint filler is to be provided at all CMU walls as indicated creating a smooth face to the wall so that all mortar joints are concealed.

Confirmed.

87 Part 3, 5.0

Room

Requirements

: Toilets

Part 5 Room Requirement Sheets: At toilets the room sheets call for "Edges to receive embedded stainless steel corner trim." Confirm that this requires stainless steel trim at BOTH inside and outside tiled corners.

Stainless steel trim applies to outside tile corners only.

88 Part 3 5.0

Room

Requirement

Sheet - HQ

CO

Receiving

Shop Section

Room Requirement sheet outlines to provide a

C302007 Epoxy Mortar Flooring System with integral ESD properties but the 6.0 ESR does not outline any ESD requirements. Please confirm that an ESD resinous flooring system needs to be provided in this building. If an ESD system is required, provide requirements for the integral ESD properties to be included.

C302007 describes floor bases.

89 Part 3 5.0

Room

Requirement

Sheets

Room Requirements call out resilient rubber tile flooring in all most areas where resilient flooring is required but the ESR C302007 indicates that resilient flooring is to be solid vinyl tile. There is no mention of rubber tile in the ESR C3020 section. Please confirm which resilient flooring type is required in these buildings.

C302007 describes floor bases.

C302004 describes Resilient

Floor Finishes. ESR and PTS

C3020 describes Resilient Floor

Finishes. Use Resilient Floor

Finish when Resilient Rubber

Tile is described.

Part 3 5.0

Requirement

Sheet - EC /

VMF Walk

Off Mats /

C301014

Surface Floor mats.

Confirm that loose-lay walk off mats are part of the

Base Construction Contract and not to be provided in the Planned Contract Modification for the FF&E

Package.

Loose-lay walk off mats are part of the Base Construction Contract

PART 6.0

E102001

Confirm that all fixed items listed under E102001 are provided under the base construction contract and are not to be included in the planned contract modification for the FF&E package. Movable items such as tables will be included in the FF&E package.

Fixed items listed under E102001 are included in the base construction contract

PART3,

SECTION

6.0 E109002

/ E2020 /

ROOM

REQUIREM

ENT

SHEETS

Part 5 Room Requirement Sheet call out that the appliances in the break rooms are CFCI items. ESR

E2020 indicates that the appliances are to be in the

FF&E Package. Confirm that all residenital applicances outlined in E109002 are to be included in the Base Construction Contract as indcaited in the Room Requirement sheets.

Refrigerators and micorwaves are

FF&E

PART 6.0

E109090

Confirm that all parachute drying equipment as outlined in E109090 is to be provided in the base construction contract and not included in the planned contract modification for the FF&E package.

All parachute drying equipment outlined in E109090 is to be included in the base construction contract

Part 3, 5.0

Requirements

Sheets

Section C303006 is referenced in many locations within the Room Requirement Sheets for the finish at gypsum wall board ceilings but that section is not outlined in ESR C30 or in Part 4 Performance

Specifications. Please provide the requirements for this finish system.

Refer to PPI response no. 84.

Part 3 5.0

Requirements

Telecom

Rooms / ESR

C30

Room Requirement sheets call for sealed concrete at telecomm rooms while the ESR C30 Indicates that static dissiptative tile is to be used in these types of spaces. Confirm that sealed concrete as indicated in the Room Requirement Sheets is correct.

Provide resilient static dissipative

VCT (SDT) flooring in computer areas

ATTACHMENT D

WAGE DETERMINATION

"General Decision Number: NC20230038 01/06/2023

Superseded General Decision Number: NC20220038

State: North Carolina

Construction Type: Building

County: Onslow County in North Carolina.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60).

|If the contract is entered |. Executive Order 14026 |

|into on or after January 30, | generally applies to the |

|2022, or the contract is | contract. |

|renewed or extended (e.g., an |. The contractor must pay |

|option is exercised) on or | all covered workers at |

|after January 30, 2022: | least $16.20 per hour (or |

| | the applicable wage rate |

| | listed on this wage |

| | determination, if it is |

| | higher) for all hours |

| | spent performing on the |

| | contract in 2023. |

|If the contract was awarded on|. Executive Order 13658 |

|or between January 1, 2015 and| generally applies to the |

|January 29, 2022, and the | contract. |

|contract is not renewed or |. The contractor must pay all|

|extended on or after January | covered workers at least |

|30, 2022: | $12.15 per hour (or the |

| | applicable wage rate listed|

| | on this wage determination,|

| | if it is higher) for all |

| | hours spent performing on |

| | that contract in 2023. |

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the

Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at http://www.dol.gov/whd/govcontracts.

Modification Number Publication Date

0 01/06/2023

IRON0848-005 07/01/2022

Rates Fringes

IRONWORKER, STRUCTURAL...........$ 27.35 16.65

PLUM0421-003 07/01/2020

PIPEFITTER.......................$ 29.35 12.41

SUNC2011-019 08/24/2011

BRICKLAYER.......................$ 19.00 0.00

CARPENTER (Drywall Hanging

Only)............................$ 13.83 ** 0.00

CARPENTER (Form Work Only).......$ 13.38 ** 1.80

CARPENTER, Excludes Drywall

Hanging, and Form Work...........$ 16.39 4.26

CEMENT MASON/CONCRETE FINISHER...$ 15.80 ** 0.00

ELECTRICIAN......................$ 20.64 6.68

HVAC MECHANIC (HVAC Duct

Installation Only)...............$ 17.37 1.82

LABORER: Common or General......$ 11.13 ** 0.32

LABORER: Landscape &

Irrigation.......................$ 9.13 ** 0.28

LABORER: Pipelayer..............$ 13.35 ** 2.80

LABORER: Mason

Tender-Brick/Cement/Concrete.....$ 12.00 ** 0.00

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 18.47 2.41

OPERATOR: Bulldozer.............$ 16.00 ** 1.87

OPERATOR: Crane.................$ 19.77 4.48

OPERATOR: Forklift..............$ 13.86 ** 0.00

OPERATOR: Grader/Blade..........$ 15.72 ** 1.49

OPERATOR: Loader................$ 16.17 ** 0.25

PAINTER: Brush, Roller and

Spray............................$ 12.35 ** 0.00

PLUMBER..........................$ 18.48 3.93

ROOFER...........................$ 11.75 ** 1.06

SHEET METAL WORKER, Excludes

HVAC Duct Installation...........$ 15.81 ** 1.40

TRUCK DRIVER.....................$ 13.38 ** 1.48

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

** Workers in this classification may be entitled to a higher minimum wage under Executive Order 14026 ($16.20) or 13658

($12.15). Please see the Note at the top of the wage determination for more information.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the

Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at https://www.dol.gov/agencies/whd/government-contracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses

(29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate

(weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or

""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010

08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour

National Office because National Office has responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the

Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations

Wage and Hour Division

U.S. Department of Labor

200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator

(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator

U.S. Department of Labor

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative

Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board

U.S. Department of Labor

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION"

(End of Summary Changes)