Attachment H - P485 OSF_SPECIFICATIONS_VOL 1.pdf

Naval Facilities Engineering Command

FEC MIDLANT

WORK ORDER NO. 1362850

CONTRACT NO.

P-485 F-35 Operations Support Facility (OSF)

At the

MCAS Beaufort, SC

VOLUME 1 OF 2

PREPARED BY:

BAMFORTH ENGINEERS+ SURVEYORS, INC.

2207 HAMPTON BOULEVARD

NORFOLK, VA 23517

A/E Contract NO. N40085-19-D-9164

Architect:

Civil:

Structural:

Renwick 0. Daelo, AIA Anna Lee Bamforth, PE, LS Earl Inge, PE

Geotechnical: Scott Barnhill, PE Landscape: Bob. G. Bushyhead, PLA Interior Design: Miriam M. Ganesh, CHIO, EDAC, LEED AP, NCIDQ Fire Protection: Aaron Fried, PE Mechanical/Plumbing: John Ball, PE Electrical/Telecom: Nick Zubrzychi, PE

Submitted By: __,_ LA Pt--.--0-n..O--

APPROVED BY:

Date: 12/17/2021

Specifications:

For Commander,NAVFAC:

Date: 2/16/2022

UNCLASSIFIED/FOR OFFICIAL USE ONLY

P-485 OPERATIONS SUPPORT FACILITY 1362850

MCAS BEAUFORT, SC

SEALS PAGE

SEALS PAGE

DESIGN PROFESSIONALS OF RECORD

Architect Renwick O. Daelo, AIA Rogers, Lovelock & Fritz

Civil Anna Lee Bamforth, PE, LS Bamforth Engineers + Surveyors

Structural Earl Inge, PE Speight, Marshall, Francis

SEALS PAGE

Geotechnical Scott Barnhill, PE GeoEnvironmental Resources

Landscape Architect Bob G. Bushyhead, PLA LAND3 Studio

Interior Design Miriam M. Ganesh, CHID, EDAC, IIDA, LEED AP, NCIDQ

Rogers, Lovelock & Fritz

Fire Protection Aaron Fried, PE Jensen Hughes

SEALS PAGE

Mechanical/Plumbing Engineer John Ball, PE

Electrical/Telcom Engineer Nick Zubrzycki, PE

P-485 OPERATIONS SUPPORT FACILITY

1362850

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15

DIVISION

02/11, CHG 1: 08/14 LIST OF DRAWINGS

- GENERAL REQUIREMENTS

01 11 00 08/15, CHG 1: 05/21 SUMMARY OF WORK

01 14 00 11/11, CHG 12: 05/21 WORK RESTRICTIONS

01 20 00 11/20, CHG 1: 02/21 PRICE AND PAYMENT PROCEDURES

01 30 00 11/20 ADMINISTRATIVE REQUIREMENTS

01 30 01.00 22 DESIGN, PROCUREMENT AND INSTALLATION

OF FURNITURE, FIXTURES AND EQUIPMENT

01 31 23.13 20 05/17 ELECTRONIC CONSTRUCTION AND FACILITY

SUPPORT CONTRACT MANAGEMENT SYSTEM

01 32 17.00 20 05/18, CHG 3: 08/20 COST-LOADED NETWORK ANALYSIS SCHEDULES

(NAS)

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 33 29 02/17 SUSTAINABILITY REPORTING

01 35 13 11/20 SPECIAL PROJECT PROCEDURES

01 35 16.00 50 01/20 CUTTING AND PATCHING PROCEDURES

01 35 26 11/20 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 20 11/11, CHG 8: 02/21 QUALITY CONTROL

01 45 35 11/20 SPECIAL INSPECTIONS

01 50 00 11/20 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 50 10 11/2008 FOREIGN OBJECT DEBRIS (FOD) CONTROL &

MANAGEMENT - AIRFIELDS

01 57 19 11/15, CHG 4: 08/20 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.01 20 11/15, CHG 4: 05/21 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL

CONTROLS

01 58 00 08/19, CHG 2: 11/20 PROJECT IDENTIFICATION

01 74 19 02/19, CHG 1: 08/20 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 05/19 CLOSEOUT SUBMITTALS

01 78 23 08/15, CHG 1: 11/20 OPERATION AND MAINTENANCE DATA

01 78 24.00 20 02/15 FACILITY ELECTRONIC OPERATION AND

MAINTENANCE SUPPORT INFORMATION (eOMSI)

01 91 00.15 20 02/21 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 05/10, CHG 2: 02/19 DEMOLITION

02 61 13 02/10, CHG 1: 02/21 EXCAVATION AND HANDLING OF

CONTAMINATED MATERIAL

DIVISION 03 - CONCRETE

03 30 00 02/19, CHG 1: 02/21 CAST-IN-PLACE CONCRETE

03 45 00 05/16 PRECAST ARCHITECTURAL CONCRETE

DIVISION 05 - METALS

05 12 00 08/18, CHG 1: 11/18 STRUCTURAL STEEL

05 21 00 05/15, CHG 1: 08/18 STEEL JOIST FRAMING

05 30 00 05/15, CHG 2: 08/18 STEEL DECKS

05 40 00 05/15, CHG 1: 08/18 COLD-FORMED METAL FRAMING

VOLUME 1

PROJECT TABLE OF CONTENTS Page 2

05 43 13.00 50 01/20 SLOTTED CHANNEL EQUIPMENT SUPPORT

FRAMING

05 50 13 05/17, CHG 1: 08/18 MISCELLANEOUS METAL FABRICATIONS

05 52 00 02/18 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 08/16, CHG 2: 11/18 ROUGH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 05 23 08/19 PRESSURE TESTING AN AIR BARRIER SYSTEM

FOR AIR TIGHTNESS

07 21 13 02/16, CHG 2: 08/20 BOARD AND BLOCK INSULATION

07 21 16 11/11, CHG 4: 08/18 MINERAL FIBER BLANKET INSULATION

07 22 00 02/16 ROOF AND DECK INSULATION

07 27 26 05/17, CHG 2: 08/20 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 42 13 05/11 METAL WALL PANELS

07 60 00 05/17 FLASHING AND SHEET METAL

07 61 15.00 20 ALUMINUM STANDING SEAM ROOFING

07 92 00 08/16, CHG 3: 11/18 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 08/20 STEEL DOORS AND FRAMES

08 33 23 08/20 OVERHEAD COILING DOORS

08 71 00 02/16 DOOR HARDWARE

08 91 00 08/20 METAL WALL AND DOOR LOUVERS

DIVISION 09 - FINISHES

09 29 00 08/16, CHG 4: 02/20 GYPSUM BOARD

09 67 00.00 50 01/18 FLUID-APPLIED FLOORING

09 90 00 05/11 PAINTS AND COATINGS

09 90 00.01 05/11 PAINTS AND COATINGS

09 96 00 11/14 HIGH-PERFORMANCE COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.10 08/17, CHG 1: 11/18 EXTERIOR SIGNAGE

10 14 00.20 08/20 INTERIOR SIGNAGE

10 22 13 08/16, CHG 1: 08/18 WIRE MESH PARTITIONS

10 90 00.00 50 01/16 MISCELLANEOUS SPECIALTIES

DIVISION 21 - FIRE SUPPRESSION

21 13 13 08/20 WET PIPE SPRINKLER SYSTEMS,

PROTECTION

FIRE

DIVISION 22 - PLUMBING

22 00 00 11/15 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 03 00.00 20 08/10, CHG 3: 08/18 BASIC MECHANICAL MATERIALS AND METHODS

48.00

93.00

08/15

09/19

VIBRATION AND SEISMIC CONTROLS FOR

HVAC PIPING AND EQUIPMENT

TESTING, ADJUSTING, AND BALANCING FOR

VOLUME 2

PROJECT TABLE OF CONTENTS Page 3

MECHANICAL SYSTEMS

23 07 00 02/13, CHG 7: 05/20 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 08 00.00 20 02/21, CHG 1: 05/21 COMMISSIONING OF MECHANICAL AND

PLUMBING SYSTEMS

23 09 00.00 22 08/20 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13.00 22 08/20 INSTRUMENTATION AND CONTROL DEVICES

FOR HVAC

23 09 23.02 22 08/20 BACNET DIRECT DIGITAL CONTROL FOR HVAC

AND OTHER BUILDING CONTROL SYSTEMS

23 11 20 05/20 FACILITY GAS PIPING

23 30 00 05/20 HVAC AIR DISTRIBUTION

23 82 00.00 20 02/16, CHG 1: 08/18 TERMINAL HEATING UNITS

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.02 08/21 CYBERSECURITY FOR FIRE DETECTION AND

ALARM SYSTEM

25 05 11.04 08/21 CYBERSECURITY FOR LIGHTING CONTROL

SYSTEMS

DIVISION 26 - ELECTRICAL

26 05 48.00 10 10/07 SEISMIC PROTECTION FOR ELECTRICAL

EQUIPMENT

26 20 00 08/19, CHG 1: 11/19 INTERIOR DISTRIBUTION SYSTEM

26 27 14.00 20 02/11 ELECTRICITY METERING

26 28 01.00 10 10/07 COORDINATED POWER SYSTEM PROTECTION

26 41 00 11/13 LIGHTNING PROTECTION SYSTEM

26 51 00 05/20 INTERIOR LIGHTING

26 56 00 05/20 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 08/11 BUILDING

SYSTEM

TELECOMMUNICATIONS CABLING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 70 08/20 INTERIOR FIRE ALARM SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 23 00.00 20 02/11, CHG 2: 08/15 EXCAVATION AND FILL

31 31 16.13 08/16 CHEMICAL TERMITE CONTROL

31 62 13.20 11/20 PRECAST/PRESTRESSED CONCRETE PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19.61 11/19 SEALING OF JOINTS IN RIGID PAVEMENT

32 05 33 08/17 LANDSCAPE ESTABLISHMENT

32 11 20 08/17 BASE COURSE FOR RIGID AND FOR FLEXIBLE

PAVING

32 12 13 05/17 BITUMINOUS TACK AND PRIME COATS

32 12 16.16 11/20 ROAD-MIX ASPHALT PAVING

32 13 13.06 05/20 PORTLAND CEMENT CONCRETE PAVEMENT FOR

SITE FACILITIES

32 92 19 08/17 SEEDING

32 93 00 08/17 EXTERIOR PLANTS

PROJECT TABLE OF CONTENTS Page 4

DIVISION 33 - UTILITIES

33 11 00 02/18 BJWSA WATER UTILITY DISTRIBUTION PIPING

33 11 10 02/18 FIRE WATER UTILITY DISTRIBUTION PIPING

33 40 00 02/10, CHG 6: 02/19 STORM DRAINAGE UTILITIES

33 71 02 02/15, CHG 1: 11/19 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 04/06 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

APPENDIX A - ENVIRONMENTAL REPORT

APPENDIX B - BJWSA APPROVAL LETTER AND FEE SCHEDULE

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11, CHG 1: 08/14

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as indicated on the index in the set of drawings.

1.3 SUPPLEMENTARY DRAWINGS

These supplementary drawings may not be a part of the contract but are included with the drawings for information.

1.3.1 Boring Logs

The Government does not guarantee that borings indicate actual conditions, except for the exact locations and the time that they were made.

-- End of Document --

DOCUMENT 00 01 15 Page 1

SECTION 01 11 00

SUMMARY OF WORK

08/15, CHG 1: 05/21

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes demolition of existing utilities and pavements;

construction of an Operational Support Facility (OSF) with associated utilities and pavements; and incidental related work.

1.1.2 Location

The work is located at the Marine Corps Air Station, Beaufort, South Carolina, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.2 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.3 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 72 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities or utilities encased in pier structures are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than the nearest manhole or other structure at which an adjustment in grade can be made. Verify the location of any intended tie-in/connection point to a particular utility as being valid prior to demolition/excavation operations for connecting to it commence.

SECTION 01 11 00 Page 1

1.3.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

1.4 NAVY AND MARINE CORPS (NMCI) COORDINATION REQUIREMENTS

1.4.1 NMCI Contractor Access

Allow the NMCI Contractor access to the facility towards the end of construction (finishes 90 percent complete, rough-in 100 percent complete, Inside Plant (ISP)/Outside Plant (OSP) infrastructure in place) to provide equipment in the telecommunications rooms and make final connections.

Coordinate efforts with the NMCI Contractor to facilitate joint use of building spaces during the final phases of construction. After the Contracting Officer has facilitated coordination meetings between the two contractors, within one week, incorporate the effort of additional coordination with the NMCI Contractor into the construction schedule to demonstrate a plan for maintaining the contract duration.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 2

SECTION 01 14 00

WORK RESTRICTIONS

11/11, CHG 12: 05/21

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. The project site is located within a Marine Corps Air Station Level 2 security area. Access to the area is by controlled gates. Refer to paragraph "Flight Line Access" for further details.

b. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work.

c. The Government will maintain occupancy and continuous operation of the existing airfield at all times.

d. Contractor must reflect work restrictions and resulting construction sequencing in the Project Baseline Schedule, and subsequent updates, which must be provided in accordance with Section 01 32 17.00 20, NETWORK ANALYSIS SCHEDULES (NAS).

e. When necessary, plan, design, and provide temporary electrical, communications, fire alarm, utilities, piping, heating, personnel and vehicular access as required to maintain continuous operations of the existing airfield.

f. The Contractor must provide a Schedule of Work and a Traffic Control Plan.

g. The airfield will remain in operation during the entire construction period. Maintain utility service and both vehicle and pedestrian access to all buildings located in the work area and to any buildings/facilities not identified to be demolished or modified during construction. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity. Coordination with Air Operations and other MCAS tenants identified within this section will be necessary to avoid possible conflicts that are not known at this time.

h. Permission to interrupt any Activity roads, railroads, or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

i. Government Telecommunications Contractor Access: The Government

SECTION 01 14 00 Page 1

Telecommunications Contractor must be allowed access to the facility towards the end of construction (finishes 90 percent complete, rough-in 100 percent complete, Inside Plant (ISP)/Outside Plant (OSP) infrastructure in place) to provide equipment in the telecommunications rooms and make final connections. The Contractor will be required to coordinate their efforts with the Government Telecommunications Contractor to facilitate joint use of building spaces during the final phases of construction and work the coordination effort into the construction schedule. Requirements for Government Telecommunications are specified in the contract documents.

j. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations.

The following conditions apply:

(1) No work shall be performed for a two week period during the air show, tentatively scheduled for a weekend every odd numbered year in April or May. All runways, taxiways and aprons shall be clear and available for use during the air show. The Contractor's construction areas to include the laydown area shall be clean and secure.

(2) Provide a detailed plan for maintaining access for non-contractor personnel to and for the maintenance of utilities necessary for station operation within or adjacent to the Contractor work area(s).

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.3.1.2 Identification Badges and Installation Access

DBIDS is a DoD-owned and operated system developed by DMDC as a force protection program to manage personnel and installation access at DoD facilities. DBIDS manages installation access for employees of companies that serve the installation such as: Vendors, Service Providers, Suppliers, Contractors, and Sub-Contractors.

a. In order to be issued a DBIDS credential, the Prime/General Contractor brings the following information (in steps 1 and 2) the Government POC (CM, SECTION 01 14 00 Page 2

COR, or ET) to validate for legibility, accuracy and completeness. The Contract Company Letter Head template, Contractor Information Request Sheet, and the Air Station Order 5510.12C, which governs the process, are available from the Government POC upon request.

Steps:

1. Contractor Company completes the Company Cover Letter. One Company Cover Letter can serve multiple contractor access requests (e.g. one cover letter for several contractor employees). Appropriate hours for installation access shall be coordinated with the Government POC.

2. Each contract employee requesting access to perform work must have the following:

a. Contractor Information Request Sheet.

b. Background check performed by the contract company. The Background check must cover the last 10 years of residence.

c. Copy of SSN Card and Government ID (e.g. valid State Driver's License).

d. Copy of E-Verify record. (In the event that E-Verify is unavailable due to a Government shutdown, packages may be submitted without the E-Verify record.)

3. Once the Government POC has validated the total access request (Steps 1 and 2), the Government POC endorses the company cover letter and submits access requests to the Security Manager Office for processing.

Note: At the Government POC's discretion, hard copy packages may be validated and returned to the contractor for delivery to the Security Manager Office.

4. The Government POC will receive email notification from the Security Manager Office regarding cleared and un-cleared personnel which will then be provided to the Contractor Representative for action.

Un-cleared personnel will receive a letter of denial via email. (The letter of denial will outline the steps for appeal.) The email notification will also contain instructions for the Contractor Representative to pre-enroll their cleared personnel into DBIDS.

5. Once the Contractor Representative has pre-enrolled their cleared personnel into DBIDS, the pre-enrollment process will provide a DBIDS confirmation page. The confirmation page has a barcode on it. The contractor representative prints and gives the DBIDS confirmation page with the bar code on it to the contractor.

6. The contractor then brings the DBIDS confirmation page with the bar code to the Pass and ID Office personnel to receive his/her DBIDS identity credential.

If a contractor has been previously enrolled in DBIDS, they will only need to submit the following (in addition to the endorsed company cover letter):

a. Contractor Information Request Sheet.

b. Copy of their SSN card.

SECTION 01 14 00 Page 3

c. Copy of their DBIDS ID.

Please note that each contractor representative needs to be trained on how to pre-enroll their personnel. Please coordinate with the Contracting Officer to make liaison with the Security Manager Office so that training can be scheduled on the DBIDS pre-enrollment process. The pre-enrollment process saves at least 7 to 10 minutes of the process time needed to create a DBIDS identity credential.

b. For short-term access to the installation of 1 to 30 days, or if the contract company does not wish to enroll in DBIDS, a one-time locally generated identity credential for up to 30 days, followed by subsequent 96 hour renewals after expiration, may be requested using the steps below. The Government will not be responsible for any cost or lost time associated with obtaining credential renewals or added vehicle inspections incurred by non-participants in DBIDS. It is recommended that contractor personnel enroll in DBIDS if they will require access to the installation on a regular or recurring basis.

Steps:

1. Contractor Company completes the Company Cover Letter. One Company Cover

Letter can serve multiple contractor access requests. (e.g. One cover letter for several contractor employees).

2. Each contract employee requesting access to perform work must have the following:

a. Contractor Information Request Sheet.

b. Copy of SSN Card and Government ID (e.g. valid State Driver's License).

3. Once the Government POC has validated the total access request (Steps 1 and 2), the Government POC endorses the company cover letter.

4. The Government Representative submits access requests to the Security Manager Office for processing.

5. The Government POC will receive email notification from the Security Manager Office regarding cleared and un-cleared personnel which will then be provided to the Contractor Representative for action.

Un-cleared personnel will receive a letter of denial via email. (The letter of denial will outline the steps for appeal.)

6. Upon notification from the Government POC, the contractor may proceed to the Pass and ID Office personnel to receive his/her temporary access credential.

c. All badge requests must be submitted to the Government POC in writing 15 work days in advance.

d. These access procedures may be subject to change based on changes in force protection posture or installation policy.

1.3.1.2.1 One-Day Passes

Personnel applying for One-Day passes at the Base Visitor Control Office are subject to daily mandatory vehicle inspection, and will have limited access to the installation. The Government is not responsible for any cost

SECTION 01 14 00 Page 4 or lost time associated with obtaining daily passes or added vehicle inspections incurred by non-participants in the DBIDS.

1.3.1.3 Flight Line Access

See Attachment A for flight line access control procedures. Driving thru the Level 2 gate requires AVIOC training and licensing. License can be picked up at the AIROPS Building a few days after training has been completed. Submit license to the Contracting Officer at FEAD Beaufort.

Level 2 completed vehicle access can be obtained in two days at the Base Pass and ID Office.

1.3.1.4 Contractor Vehicles

All vehicles shall display a valid state license plate and shall be maintained in good repair. The company name shall be displayed in a clearly visible manner. Registration, proof of insurance and valid driver's license are required to obtain a station vehicle pass.

1.3.1.5 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.3.2 Entry to Radiologically Controlled Areas

1.3.2.1 Radioactive Materials and Equipment

All testing equipment, containing a radioactive source, must be operated in accordance with an approved radioactive equipment plan. This plan must be submitted to the Contracting Officer and approved by the Radiation Officer (Code 105.5), prior to bringing the equipment into the shipyard. This plan must include:

a. The name and type of equipment.

b. The type and size of radiation source.

c. The dates and locations of the equipment's usage.

d. The radiological controls that the Contractor will use while operating the equipment.

A different radioactive equipment plan will be required for each different type of equipment, type of radioactive source, or size of radioactive source. A data sheet of for each piece of new radioactive equipment must be submitted to the Contracting Officer to forward to the shipyard's Radiation Safety Officer. The data sheet must contain the following information:

a. Name of equipment.

b. Name and address of equipment manufacturer.

c. Type and size of radiation source.

SECTION 01 14 00 Page 5

d. The location of the installed radioactive equipment (i.e. building no., floor, code/shop area).

1.3.3 Working Hours

Regular working hours will consist of an 8 1/2 hourestablished by the Contracting Officer, between 0730 and 1630,Monday through Friday, excluding Government holidays.

1.3.4 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.3.5 Exclusionary Period

No work is to be performed and no persons shall be onsite during MCAS Beaufort's Air Show. The Air Show is scheduled for April or May 2023.

Contractor shall assume a similar schedule from 2021. No work was allowed starting April 23 and through April 25, 2021 on facilities. All airfield related work was stopped at noon April 21 through April 27, 2021. Work on the facilities was restricted and not allowed to interfere with preparations for the air show starting April 21 and April 22 and with cleanup operations on April 27, 2021.

1.3.6 Occupied and Existing Buildings

The Contractor shall be working around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

1.3.7 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, and natural gas are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving

SECTION 01 14 00 Page 6 reasonable advance notice when such operation is required.

1.4 SECURITY REQUIREMENTS

Contract Clause FAR 52.204-2 Security Requirements and Alternate II and the following apply:

a. Parts of construction site are within a Level 2 secured area. All commercial vehicles entering this area must pass thru a control point and may be inspected. All vehicle and equipment operators requiring entry into the Level 2 area are required to obtain a MCAS Beaufort Airfield Vehicle Operator's License. The Airfield Vehicle Operator Class requires successfully passing a test upon completion of the class. The class and test take approximately 1 hour. All workers will be required to access the site using access controlled vehicle gates. No privately owned vehicles (POV) are permitted within the Level 2 secured area..

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 7

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/20, CHG 1: 02/21

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP 1110-1-8 (2016) Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Earned Value Report; G

1.3 EARNED VALUE REPORT

1.3.1 Data Required

This Contract requires the use of a cost-loaded Network Analysis Schedule (NAS). The information required for the Schedule of Prices will be entered as an integral part of the Network Analysis Schedule (NAS). Within 15 calendar days of notice of award, prepare and deliver to the Contracting Officer an Earned Value Report (construction Contract) as directed by the Contracting Officer. Costs must be summarized and totals provided for each construction category. Provide a detailed breakdown of the Contract price, giving quantities for each of the various kinds of work, unit prices and extended prices. Contractor overhead and profit including salaries for field office personnel, if applicable, must be proportionately spread over all pay items and not included as individual pay items.

1.3.2 Payment Schedule Instructions

Payments will not be made until the Earned Value Report from the cost-loaded NAS has been submitted to and accepted by the Contracting Officer.

Additionally, the Earned Value Report must be separated as follows:

a. Primary Facilities Cost Breakdown:

Defined as work on the primary facilities out to the 5 foot line. Work out to the 5 foot line includes construction encompassed within a theoretical line 5 foot from the face of exterior walls and includes

SECTION 01 20 00 Page 1 attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and transformers placed beyond the 5 foot line.

b. Supporting Facilities Cost Breakdown:

Defined as site work, including incidental work, outside the 5 foot line.

1.3.3 Schedule Requirements for HVAC TAB

The field work requirements in Section 23 05 93.00 22 TESTING, ADJUSTING, AND BALANCING FOR MECHANICAL SYSTEMS must be broken down in the Earned Value Report from the cost-loaded NAS by separate line items which reflect measurable deliverables. The value for each pay item listed below will be established on a case by case basis for each Contract. The line items are as follows:

a. Approval of Design Review Report: The TABS Agency is required to conduct a review of the project plans and specifications to identify any feature, or the lack thereof, that would preclude successful testing and balancing of the project HVAC systems. Submit the resulting findings to the Government to allow correction of the design. The progress payment will not be issued until the report is reviewed and approved.

b. Approval of the pre-field engineering report: The TABS Agency submits a report which outlines the scope of field work. The report must contain details of what systems will be tested, procedures to be used, sample report forms for reporting test results and a quality control checklist of work items that must be completed before TABS field work commences.

c. Season I field work: Incremental payments are issued as the TABS field work progresses. The TABS Agency mobilizes to the project site and executes the field work as outlined in the pre-field engineering report. The HVAC water and air systems are balanced and operational data must be collected for one seasonal condition (either summer or winter depending on project timing).

d. Approval of Season I report: On completion of the Season I field work, the data is compiled into a report and submitted to the Government.

The report is reviewed, and approved, after ensuring compliance with the pre-field engineering report scope of work.

e. Completion of Season I field QA check: Contract QC and Government representatives meet the TABS Agency at the jobsite to retest portions of the systems reported in the Season I report. The purpose of these tests are to validate the accuracy and completeness of the previously submitted Season I report.

f. Approval of Season II report: The TABS Agency completes all Season II field work, which is normally comprised mainly of taking heat transfer temperature readings, in the season opposite of that under which Season I performance data was compiled. Compile this data into a report and submit to the Government. On completion of submittal review to ensure compliance with the pre-field engineering report scope, progress payment is issued. Progress payment is less than that issued for the Season I report since most of the water and air balancing work effort is completed under Season I.

SECTION 01 20 00 Page 2

1.4 CONTRACT MODIFICATIONS

In conjunction with the Contract Clause DFARS 252.236-7000 Modification Proposals-Price Breakdown, and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, base equipment use rates upon the applicable provisions of the

EP 1110-1-8.

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27 Prompt Payment for Construction Contracts and FAR 52.232-5 Payments Under Fixed-Price Construction Contracts. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies. The requests for payment shall include the documents listed below.

a. The Contractor's invoice, on NAVFAC Form 7300/30 furnished by the Government, showing in summary form, the basis for arriving at the amount of the invoice. Form 7300/30 must include certification by Quality Control (QC) Manager as required by the Contract.

b. The Earned Value Report from the cost-loaded NAS. Use NAVFAC Form 4330/54 on NAVFAC contracts when a Monthly Estimate for Voucher is required.

c. Contractor's Monthly Estimate for Voucher and Contractors Certification (NAVFAC Form 4330) with Subcontractor and supplier payment certification. Other documents, including but not limited to, that need to be received prior to processing payment include the following submittals as required. These items are still required monthly even when a pay voucher is not submitted.

d. Monthly Work-hour report.

e. Updated Construction Progress Schedule and tabular reports required by the contract.

f. Contractor Safety Self Evaluation Checklist.

g. Updated submittal register.

h. Solid Waste Disposal Report.

i. Certified payrolls.

j. Updated testing logs.

k. Other supporting documents as requested.

1.5.2 Submission of Invoices

If DFARS Clause 252.232-7006 Wide Area WorkFlow Payment Instructions is included in the Contract, provide the documents listed in above paragraph CONTENT OF INVOICE in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF

SECTION 01 20 00 Page 3 attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction, provide it as instructed by the Contracting Officer.

1.5.3 Final Invoice

a. A final invoice must be accompanied by the certification required by DFARS 252.247.7023 Transportation of Supplies by Sea, and the Contractor's Final Release. If the Contractor is incorporated, the Final Release must contain the corporate seal. An officer of the corporation must sign and the corporate secretary must certify the Final Release.

b. For final invoices being submitted via WAWF, the original Contractor's Final Release Form and required certification of Transportation of Supplies by Sea must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release Form and required certification of Transportation of Supplies by Sea has been confirmed by the Contracting Officer, the Contractor must then submit final invoice and attach a copy of the Final Release Form and required certification of Transportation of Supplies by Sea in WAWF.

c. Final invoices not accompanied by the Contractor's Final Release and required certification of Transportation of Supplies by Sea will be considered incomplete and will be returned to the Contractor.

1.6 PAYMENTS TO THE CONTRACTOR

Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be subject to reduction for overpayments or increase for underpayments made on previous payments to the Contractor.

1.6.1 Obligation of Government Payments

The obligation of the Government to make payments required under the provisions of this Contract will, at the discretion of the Contracting Officer, be subject to reductions and suspensions permitted under the FAR and agency regulations including the following in accordance with FAR FAR

32.103 Progress Payments Under Construction Contracts:

a. Reasonable deductions due to defects in material or workmanship;

b. Claims which the Government may have against the Contractor under or in connection with this Contract;

c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor; and

d. Failure to maintain accurate "as-built" or record drawings in accordance with FAR 52.236.21.

1.6.2 Payment for Onsite and Offsite Materials

Progress payments may be made to the Contractor for materials delivered on the site, for materials stored off construction sites, or materials that are in transit to the construction sites under the following conditions:

SECTION 01 20 00 Page 4

a. FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts.

b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress payment must be major high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage in storage or in transit to the construction site. Examples of materials acceptable for payment consideration include, but are not limited to, structural steel, non-magnetic steel, non-magnetic aggregate, equipment, machinery, large pipe and fittings, precast/prestressed concrete products, plastic lumber (e.g., fender piles/curbs), and high-voltage electrical cable. Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass, insulation, and wall coverings.

c. Materials to be considered for progress payment prior to installation must be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Earned Value Report requirement of this Contract.

Requests for progress payment consideration for such items must be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 Payments Under Fixed-Price Construction Contracts have been met.

d. Materials are adequately insured and protected from theft and exposure.

e. Provide a written consent from the surety company with each payment request for offsite materials.

f. Materials to be considered for progress payments prior to installation must be stored either in Hawaii, Guam, Puerto Rico, or the Continental United States. Other locations are subject to written approval by the Contracting Officer.

g. Materials in transit to the job site or storage site are not acceptable for payment.

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SECTION 01 20 00 Page 5

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

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PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map

Progress and Completion Pictures

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten different viewpoints selected by the Contractor unless otherwise directed by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures.

Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file.

Include a date designator in file names. Photographs provided are for unrestricted use by the Government.

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, SECTION 01 30 00 Page 1 during the entire period of performance under this contract. Provide other insurance coverage as required by South Carolina law.

1.6 SUPERVISION

1.6.1 Superintendent Qualifications

Provide project superintendent with a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

1.6.2 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of Contract work.In addition, if a Quality Control (QC) representative is required on the Contract, then that individual must also have fluent English communication skills.

1.6.3 Duties

The project superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend Red Zone meetings, partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.6.4 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion. Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.7 PRECONSTRUCTION MEETING

Immediately after award, prior to commencing any work at the site, coordinate with the Contracting Officer a time and place to meet for the Preconstruction Meeting. The meeting must take place within 35 calendar days after award of the contract, but prior to commencement of any work at the site. The purpose of this meeting is to discuss and develop a mutual understanding of the administrative requirements of the Contract including but not limited to: daily reporting, invoicing, value engineering, safety, base-access, outage requests, hot work permits, schedule requirements, quality control, schedule of prices or earned value report, shop drawings, submittals, cybersecurity, prosecution of the work, government acceptance, SECTION 01 30 00 Page 2 final inspections and contract close-out. Contractor must present and discuss their basic approach to scheduling the construction work and any required phasing.

1.7.1 Attendees

Contractor attendees must include the Project Manager, Superintendent, Site Safety and Health Officer (SSHO), Quality Control Manager and major subcontractors.

1.8 FACILITY TURNOVER PLANNING MEETINGS (Red Zone Meetings)

Meet with the Government to identify strategies to ensure the project is carried to expeditious closure and turnover to the Client. Start planning the turnover process at the Pre-Construction Conference meeting with a discussion of the Red Zone process and convene at regularly scheduled NRZ Meetings beginning at approximately 75 percent of project completion.

Include the following in the facility Turnover effort:

1.8.1 Red Zone Checklist

a. Contracting Officer's Technical Representative (COTR) will provide the Contractor a copy of the Red Zone Checklist template.

b. Prior to 75 percent completion, modify the Red Zone Checklist template by adding or deleting critical activities applicable to the project and assign planned completion dates for each activity. Submit the modified Red Zone Checklist to the Contracting Officer. The Contracting Officer may request additional activities be added to the Red Zone Checklist at any time as necessary.

1.8.2 Meetings

a. Conduct regular Red Zone Meetings beginning at approximately 75 percent project completion, or three to six months prior to Beneficial Occupancy Date (BOD), whichever comes first.

b. The Contracting Officer will establish the frequency of the meetings, which is expected to increase as the project completion draws nearer.

At the beginning, Red Zone meetings may be every two weeks then increase to weekly towards the final month of the project.

c. Using the Red Zone Checklist as a Plan of Action and Milestones (POAM) and basis for discussion, review upcoming critical activities and strategies to ensure work is completed on time.

d. During the Red Zone Meetings discuss with the COTR any upcoming activities that require Government involvement.

e. Maintain the Red Zone Checklist by documenting the actual completion dates as work is completed and update the Red Zone Checklist with revised planned completion dates as necessary to match progress.

Distribute copies of the current Red Zone Checklist to attendees at each Red Zone Meeting.

1.9 PARTNERING

To most effectively accomplish this Contract, the Contractor and Government must form a cohesive partnership with the common goal of drawing on the

SECTION 01 30 00 Page 3 strength of each organization in an effort to achieve a successful project without safety mishaps, conforming to the Contract, within budget and on schedule. The partnering team must consist of personnel from both the Government and Contractor including project level and corporate level leadership positions. Key Personnel from the supported command, end user, NAVFAC, PWD, FEAD/ROICC, Contractor, key subcontractors and the Designer of Record are required to participate in the Partnering process.

1.9.1 Team-Led (Informal) Partnering

a. The Contracting Officer will coordinate the initial Team-Led (Informal) Partnering Session with key personnel of the project team, including Contractor and Government personnel. The Partnering Session will be co-led by the Government Construction Manager and Contractor's Project Manager.

b. The Initial Team-led Partnering session may be held concurrently with the Pre-Construction Post-Award Kickoff meeting. Partnering sessions will be held at a location mutually agreed to by the Contracting Officer and the Contractor, typically at a conference room on-base or at the Contractor's temporary trailer.

c. The Initial Team-Led Partnering Session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by Contracting Officer.

d. The Partners will determine the frequency of the follow-on sessions.

e. Participants will bear their own costs for meals, lodging and transportation associated with Partnering.

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SECTION 01 30 00 Page 4

SECTION 01 30 01.00 22

DESIGN, PROCUREMENT AND INSTALLATION OF FURNITURE, FIXTURES AND EQUIPMENT

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 03-120-10 Interior Design

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. The following must be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Contractor's Interior Designer's Qualifications; G, ID

FF&E Schedule; G, ID

FF&E Concept Presentation Submittal / Over The Shoulder Review; G, ID

Best Value Determination Pricing Solicitation / Over The Shoulder Review; G, ID

Best Value Determination Vendor Recommendation FF&E; G, ID

Preliminary (Pre-Final) FF&E Package; G, ID

Final FF&E Package;…