N4008525B0011 Specs.pdf

CONTRACT N40085-25-B-0011

NAVFAC SPECIFICATION

NO. 05-25-0011

Repairs BEQ HP135

AT THE

MARINE CORPS BASE, CAMP LEJEUNE, NORTH CAROLINA

DESIGN BY:

MBF ARCHITECTS, P.A.

317-C POLLOCK ST.

NEW BERN, NC 28560

A/E Contract: N40085-22-D-0002

SPECIFICATION PREPARED BY:

Darden J. Eure, III MBF Architects, PA

Date: 15 May 2026

SPECIFICATION APPROVED BY:

Christopher J. Maas, PE, Director Design Branch, Public Works Division

Jonathan D. McGuire, Commander, CEC, U.S. Navy for Commander, Naval Facilities Engineering Command

0525011

SECTION COVER Page 1

15 May 2026

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION COVER Page 2

Repairs BEQ HP135 Project No.: 25-0011 MCB Camp Lejeune, NC 15 May 2026

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 08/25 SUMMARY OF WORK

01 14 00 04/22 WORK RESTRICTIONS (MCBL)

01 20 00 11/20, CHG 3: 02/23 PRICE AND PAYMENT PROCEDURES

01 30 00 08/25 ADMINISTRATIVE REQUIREMENTS

01 31 23.13 20 05/17, CHG 7: 11/21 ELECTRONIC CONSTRUCTION AND FACILITY

SUPPORT CONTRACT MANAGEMENT SYSTEM

01 31 50 04/22 TRANSFER AND ACCEPTANCE OF MILITARY

REAL PROPERTY

01 32 16.00 20 08/18, CHG 1: 08/20 SMALL PROJECT CONSTRUCTION PROGRESS

SCHEDULES

01 33 00 04/22 SUBMITTAL PROCEDURES

SUBMITTAL REGISTER

01 33 29 02/21 SUSTAINABILITY REQUIREMENTS AND

REPORTING

01 35 26 11/20, CHG 3: 02/22 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 08/23 QUALITY CONTROL

SCHEDULE OF FIRE PROTECTION SYSTEM

INSPECTIONS

01 50 00 12/21 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 09/25 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 02/19, CHG 3: 11/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 04/22 CLOSEOUT SUBMITTALS

01 78 23 04/22 OPERATION AND MAINTENANCE DATA

01 78 24.00 20 03/23 FACILITY ELECTRONIC OPERATION AND

MAINTENANCE SUPPORT INFORMATION (eOMSI)

01 78 30.00 22 5/22 GIS DATA DELIVERABLES

DIVISION 02 - EXISTING CONDITIONS

02 41 00 08/22 DEMOLITION

02 41 01 08/22 BUILDING DECONSTRUCTION

02 82 00 08/25 ASBESTOS REMEDIATION

02 83 00 08/25 LEAD REMEDIATION

DIVISION 03 - CONCRETE

03 30 00 02/19, CHG 10: 08/25 CAST-IN-PLACE CONCRETE

03 30 53 05/14 MISCELLANEOUS CAST-IN-PLACE CONCRETE

(SIDEWALKS)

03 45 33 05/16, CHG 1: 11/21 PRECAST STRUCTURAL CONCRETE

DIVISION 04 - MASONRY

04 20 01 11/15, CHG 2: 05/19 MASONRY INFILL AND PATCHING

DIVISION 05 - METALS

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

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

05 50 13 08/24, CHG 1: 08/25 MISCELLANEOUS METAL FABRICATIONS

05 51 33 02/16, CHG 2: 02/18 METAL LADDERS

05 52 01 02/18, CHG 1: 02/20 ALUMINUM RAILINGS

PROJECT TABLE OF CONTENTS Page 1

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 08/16, CHG 3: 05/25 ROUGH CARPENTRY

06 41 16.00 10 08/10, CHG 1: 11/18 PLASTIC-LAMINATE-CLAD ARCHITECTURAL

CABINETS

06 61 16 08/20 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 19 00 05/11, CHG 1: 08/17 WATER REPELLENTS

07 21 13 08/23, CHG 1: 08/25 BOARD AND BLOCK INSULATION

07 21 16 08/23, CHG 1: 08/25 MINERAL FIBER BLANKET INSULATION

07 22 00 08/23 ROOF AND DECK INSULATION

07 27 19.01 08/23, CHG 1: 08/24 SELF-ADHERING AIR BARRIERS

07 27 26 08/23 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 27 36 08/23 SPRAY FOAM AIR BARRIERS

07 60 00 08/23, CHG 1: 05/25 FLASHING AND SHEET METAL

07 61 15.00 20 08 March 2021 CL ALUMINUM STANDING SEAM ROOFING

07 84 00 05/10, CHG 1: 08/13 FIRESTOPPING

07 92 00 08/23 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 08/20 STEEL DOORS AND FRAMES

08 14 00 08/16, CHG 1: 08/18 WOOD DOORS

08 31 00 05/17, CHG 1: 08/18 ACCESS DOORS AND PANELS

08 33 25 08/20, CHG 1: 02/22 STAINLESS STEEL OVERHEAD COILING DOORS

08 51 13 05/19 ALUMINUM WINDOWS

08 71 00 02/16, CHG 4: 02/22 DOOR HARDWARE

08 81 00 05/19 GLAZING

08 91 00 06/24 MCBCL CL ALUMINUM WALL LOUVERS

DIVISION 09 - FINISHES

09 03 00 03/22 LOW PRESSURE BUILDING CLEANING

09 22 00 02/10, CHG 2: 08/18 SUPPORTS FOR GYPSUM BOARD

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

09 30 10 08/20 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 08/20 ACOUSTICAL CEILINGS

09 65 00 11/24 RESILIENT FLOORING

09 67 23.13 11/19 STANDARD RESINOUS FLOORING

09 72 00 08/17, CHG 1: 08/18 WALLCOVERINGS

09 90 00 02/21 PAINTS AND COATINGS

09 97 11 05/24 PEDESTRIAN TRAFFIC EPOXY 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 26 00 08/20 WALL AND DOOR PROTECTION

10 28 13 08/20 TOILET ACCESSORIES

10 44 16 11/19 FIRE EXTINGUISHERS

10 50 00 02/16 MISCELLANEOUS SPECIALTIES

DIVISION 11 - EQUIPMENT

11 24 24 08/20 PERMANENT HORIZONTAL FALL PROTECTION,

METAL ROOFING

PROJECT TABLE OF CONTENTS Page 2

DIVISION 12 - FURNISHINGS

12 24 13 08/20 ROLLER WINDOW SHADES

DIVISION 21 - FIRE SUPPRESSION

21 13 13 08/20 WET PIPE SPRINKLER SYSTEMS, FIRE

PROTECTION

DIVISION 22 - PLUMBING

22 00 00 05/24, CHG 1: 11/24 PLUMBING, GENERAL PURPOSE

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

23 03 00.00 20 08/24 MCBCL BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 05/22, CHG 1: 02/24 COMMON PIPING FOR HVAC

23 05 48.19 05/18 BRACING FOR HVAC

23 05 93 11/15 TESTING, ADJUSTING, AND BALANCING FOR

HVAC

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

SYSTEMS

23 09 00 02/25 MCBCL INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 02/25 MCBCL INSTRUMENTATION AND CONTROL DEVICES

FOR HVAC

23 09 23.02 02/25 MCBCL BACNET DIRECT DIGITAL CONTROL FOR HVAC

AND OTHER BUILDING CONTROL SYSTEMS

23 21 13.00 20 04/06, CHG 2: 11/19 LOW TEMPERATURE WATER (LTW) HEATING

SYSTEM

23 23 00 08/21 REFRIGERANT PIPING

23 24 00 08/10 HYDRONIC PIPE CLEANING AND FLUSHING

PROCEDURES

23 25 00 05/21 CHEMICAL TREATMENT OF WATER FOR

MECHANICAL SYSTEMS

23 30 00 02/25 HVAC AIR DISTRIBUTION

23 52 43.00 20 05/15, CHG 2: 08/18 LOW PRESSURE WATER HEATING BOILERS

(UNDER 800,000 BTU/HR OUTPUT)

23 64 10 05/25 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 08/09, CHG 5: 11/19 CHILLED WATER PIPING SYSTEMS

23 74 33 05/24 DEDICATED OUTDOOR AIR SYSTEMS (DOAS)

23 81 00 05/24 DECENTRALIZED UNITARY HVAC EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.00 09/22 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS - ISOLATED SYSTEMS

DIVISION 26 - ELECTRICAL

26 05 73 08/23 POWER SYSTEM STUDIES

26 08 00 11/22 APPARATUS INSPECTION AND TESTING

26 12 19 05/24 PAD-MOUNTED, LIQUID-FILLED,

MEDIUM-VOLTAGE TRANSFORMERS

26 20 00 05/25, CHG 1: 08/25 INTERIOR DISTRIBUTION SYSTEM

26 24 13 08/21 SWITCHBOARDS

26 27 14.00 20 02/21, CHG 1: 05/21 ELECTRICITY METERING

26 41 00 08/23 LIGHTNING PROTECTION SYSTEM

26 51 00 05/20, CHG 2: 11/21 INTERIOR LIGHTING

PROJECT TABLE OF CONTENTS Page 3

26 56 00 08/21 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 04/22 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM (MCBCL)

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 08/20 INTERIOR FIRE ALARM AND MASS

NOTIFICATION SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 08/23 EARTHWORK

31 11 00 11/18 CLEARING AND GRUBBING

31 31 16.13 08/22, CHG 1: 11/23 CHEMICAL TERMITE CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 08/17 LANDSCAPE ESTABLISHMENT

32 11 23 05/22 AGGREGATE BASE COURSE

32 11 26 05/20 HOT-MIX BITUMINOUS BASE COURSE FOR

ROADS AND STREETS

32 17 23.16 11/24 ROAD AND PARKING LOT PAVEMENT MARKINGS

32 31 13.53 11/21 HIGH-SECURITY FENCES (ORNAMENTAL) AND

GATES

32 92 23 04/06, CHG 1: 08/21 SODDING

32 93 00 08/17, CHG 1: 08/21 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00 08/24 WATER UTILITY DISTRIBUTION PIPING

33 30 00 05/18 SANITARY SEWERAGE

33 40 00 11/21 STORMWATER UTILITIES

33 61 14 02/10 EXTERIOR BURIED PREINSULATED WATER

PIPING

33 71 02 08/21 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 08/22 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

APPENDIX

HAZARDOUS MATERIALS SURVEY

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

MCB Camp Lejeune, NC 16 April 2026 Final

LIST OF DRAWINGS

Contract drawings are as follows:

SHEET

NO. TITLE

G GENERAL

G-001 TITLE SHEET AND INDEX OF DRAWINGS

GI LIFE SAFETY

GI001 LIFE SAFETY GENERAL NOTES AND LEGEND

GI002 CODE COMPLIANCE SITE PLAN

GI101 LIFE SAFETY FIRST FLOOR PLAN

GI102 LIFE SAFETY SECOND FLOOR PLAN

GI103 LIFE SAFETY THIRD FLOOR PLAN

C CIVIL

C-001 CIVIL NOTES, LEGEND AND ABBREVIATIONS

C-100 OVERALL SITE PLAN

CD101 SITE PLAN - EXISTING CONDITIONS AND DEMOLITION

CD102 SITE PLAN - EXISTING CONDITIONSAND DEMOLITION - PARKING AREA

CS101 SITE PLAN - NEW WORK

CS102 SITE LAYOUT PLAN - PARKING AREA

CG101 ROOF LEADER SYSTEM

CG102 SITE GRADING PLAN

CG103 SITE GRADING PLAN - PARKING AREA

CU101 SITE UTILITY PLAN

CU102 ENLARGED SITE UTILITY PLAN

CU103 ENLARGED SITE UTILITY PLAN

CS501 DETAILS

CS502 DETAILS

CG501 DETAILS

CG502 DETAILS

CU501 DETAILS

CU502 DETAILS

L-701 SITE LANDSCAPE PLAN

L-702 DETAILS

S STRUCTURAL

S-001 GENERAL NOTES

S-101 CONCRETE REPAIR PLANS

S-102 CONCRETE REPAIR PICTURES

S-103 FIRST FLOOR FRAMING PLAN

S-104 MECHANICAL EQUIPMENT BUILDING - CONSTRUCTION

S-201 MECHANICAL EQUIPMENT BUILDING SECTIONS

S-501 TYPICAL CONSTRUCTION DETAILS

A ARCHITECTURAL

A-001 SYMBOL LEGEND AND ABBREVIATIONS

AD101 FIRST AND SECOND FLOOR PLANS - EXISTING/DEMOLITION

AD102 THIRD FLOOR PLAN - EXISTING/DEMOLITION

AD103 ATTIC AND ROOF PLANS - EXISTING/DEMOLITION

AD104 FIRST AND SECOND FLOOR REFLECTED CEILING PLANS - EXISTING/DEMOLITION

AD105 THIRD FLOOR REFLECTED CEILING PLAN - EXISTING/DEMOLITION

AD120 BUILDING HP136 - EXISTING/DEMOLITION

AD201 EXTERIOR ELEVATIONS - EXISTING/DEMOLITION

AD401 ENLARGED FLOOR PLANS - EXISTING/DEMOLITION

AD402 ENLARGED FLOOR PLANS - EXISTING/DEMOLITION

SECTION DWGLIST - SI Template Page 1

SHEET

NO. TITLE

A-101 FIRST AND SECOND FLOOR PLANS - CONSTRUCTION

A-102 THIRD FLOOR PLAN - CONSTRUCTION

A-103 ATTIC AND ROOF PLANS - CONSTRUCTION

A-104 FIRST AND SECOND FLOOR REFLECTED CEILING PLANS - CONSTRUCTION

A-105 THIRD FLOOR REFLECTED CEILING PLAN - EXISTING/DEMOLITION

A-120 MECHANICAL EQUIPMENT BUILDING - CONSTRUCTION

A-121 MECHANICAL EQUIPMENT BUILDING - EXTERIOR ELEVATIONS/BUILDING SECTION

A-201 EXTERIOR ELEVATIONS - CONSTRUCTION

A-301 BUILDING SECTIONS

A-310 WALL SECTIONS

A-401 ENLARGED PLANS - CONSTRUCTION

A-402 ENLARGED PLANS - CONSTRUCTION

A-403 ENLARGED REFLECTED CEILING PLANS - CONSTRUCTION

A-404 ENLARGED REFLECTED CEILING PLANS - CONSTRUCTION

A-405 ENLARGED SLEEPING ROOM BATH, INTERIOR ELEVATIONS, AND DETAILS

A-406 ENLARGED TOILET PLANS, INTERIOR ELEVATIONS, AND DETAILS

A-407 ENLARGED LAUNDRY ELEVATIONS AND DETAILS

A-501 ASSEMBLIES

A-502 DETAILS

A-503 DETAILS

A-504 DETAILS

A-503 GUARDRAIL DETAILS

A-601 DOOR AND FRAME SCHEDULE AND DETAILS

A-602 DOOR AND FRAME DETAILS

A-603 DOOR AND FRAME DETAILS

A-604 WINDOW SCHEDULE AND DETAILS

AI ARCHITECTURAL INTERIOR

AI101 FIRST AND SECOND FLOOR FURNITURE PLAN

AI102 THIRD FLOOR FURNITURE PLAN

I INTERIOR DESIGN

I-101 FIRST FLOOR FINISH PLAN

I-102 SECOND FLOOR FINISH PLAN

I-103 THIRD FLOOR FINISH PLAN

I-111 FIRST FLOOR SIGNAGE PLAN

I-112 SECOND FLOOR SIGNAGE PLAN

I-113 THIRD FLOOR SIGNAGE PLAN

I-201 INTERIOR ELEVATIONS

I-202 INTERIOR ELEVATIONS

I-301 CASEWORK SECTIONS

I-401 ENLARGED FINISH PLANS

I-402 ENLARGED SIGNAGE PLANS

I-501 SIGNAGE DETAILS

I-502 INTERIOR DETAILS

I-601 SCHEDULES AND LEGENDS

F FIRE PROTECTION

FD001 FIRE PROTECTION DEMOLITION GENERAL NOTES AND LEGEND

FD101 FIRE PROTECTION DEMOLITION FIRST FLOOR PLAN

FD102 FIRE PROTECTION DEMOLITION SECOND FLOOR PLAN

FD103 FIRE PROTECTION DEMOLITION THIRD FLOOR PLAN

FD104 FIRE PROTECTION DEMOLITION ATTIC

FA001 FIRE ALARM GENERAL NOTES AND LEGEND

FA101 FIRE ALARM FIRST FLOOR PLAN

FA102 FIRE ALARM SECOND FLOOR PLAN

SECTION DWGLIST - SI Template Page 2

SHEET

NO. TITLE

FA103 FIRE ALARM THIRD FLOOR PLAN

FA501 FIRE ALARM DETAILS

FA502 FIRE ALARM DETAILS

FX001 FIRE SUPPRESSION GENERAL NOTES AND LEGEND

FX101 FIRE SUPPRESSION FIRST FLOOR PLAN

FX102 FIRE SUPPRESSION SECOND FLOOR PLAN

FX103 FIRE SUPPRESSION THIRD FLOOR PLAN

FX501 FIRE SUPPRESSION DETAILS

P PLUMBING

P-001 PLUMBING COVER SHEET

PD101 FIRST AND SECOND FLOOR PLANS - EXISTING/DEMOLITION - PLUMBING

PD102 THIRD FLOOR PLAN - EXISTING/DEMOLITION - PLUMBING

P-101 FIRST AND SECOND FLOOR PLANS - WASTE AND VENT

P-102 THIRD FLOOR AND ROOF/ATTIC PLANS - WASTE AND VENT

P-103 PARTIAL ENLARGED FLOOR PLANS - FIRST FLOOR - WASTE AND VENT

P-104 PARTIAL ENLARGED FLOOR PLANS - SECOND FLOOR - WASTE AND VENT

P-105 PARTIAL ENLARGED FLOOR PLANS - THIRD FLOOR - WASTE AND VENT

P-106 FIRST AND SECOND FLOOR PLANS - WATER

P-107 THIRD FLOOR PLAN - WATER

P-108 PARTIAL ENLARGED FLOOR PLANS - FIRST FLOOR - WATER

P-109 PARTIAL ENLARGED FLOOR PLANS - SECOND FLOOR - WATER

P-110 PARTIAL ENLARGED FLOOR PLANS - THIRD FLOOR - WATER

P-501 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-701 RISER DIAGRAMS - WASTE AND VENT

P-702 RISER DIAGRAMS - WATER

M MECHANICAL

M-001 MECHANICAL COVER SHEET

MD101 OVERALL FIRST FLOOR PLAN - MECHANICAL DEMOLITION

MD102 OVERALL SECOND FLOOR PLAN - MECHANICAL DEMOLITION

MD103 OVERALL THIRD FLOOR PLAN - MECHANICAL DEMOLITION

MD104 ATTIC PLAN - MECHANICAL DEMOLITION

MD105 ENLARGED FIRST FLOOR PLAN - TYPICAL SLEEPING ROOM -

MECHANICAL DEMOLITION

MD106 ENLARGED FIRST FLOOR PLAN - MECHANICAL ROOMS - MECHANICAL DEMOLITION

MD107 ENLARGED FIRST FLOOR PLAN - CENTRAL CORE - MECHANICAL DEMOLITION

MD108 ENLARGED SECOND FLOOR PLAN - MECHANICAL ROOMS - MECHANICAL DEMOLITION

MD109 ENLARGED SECOND FLOOR PLAN - CENTRAL CORE - MECHANICAL DEMOLITION

MD110 ENLARGED THIRD FLOOR PLAN - MECHANICAL ROOMS - MECHANICAL DEMOLITION

MD111 ENLARGED THIRD FLOOR PLAN - CENTRAL CORE - MECHANICAL DEMOLITION

MD112 SITE PLAN - MECHANICAL DEMOLITION

MD113 ENLARGED MECHANICAL BUILDINGS - MECHANICAL DEMOLITION

M-101 OVERALL FIRST FLOOR PLAN - MECHANICAL

M-102 OVERALL SECOND FLOOR PLAN - MECHANICAL

M-103 OVERALL THIRD FLOOR PLAN - MECHANICAL

M-104 ATTIC PLAN - MECHANICAL

M-105 ENLARGED FIRST FLOOR PLAN - TYPICAL SLEEPING ROOM - MECHANICAL

M-106 ENLARGED FIRST FLOOR PLAN - MECHANICAL ROOMS - MECHANICAL

M-107 ENLARGED FIRST FLOOR PLAN - CENTRAL CORE - MECHANICAL

M-108 ENLARGED SECOND FLOOR PLAN - MECHANICAL ROOMS - MECHANICAL

M-109 ENLARGED SECOND FLOOR PLAN - CENTRAL CORE - MECHANICAL

M-110 ENLARGED THIRD FLOOR PLAN - MECHANICAL ROOMS - MECHANICAL

M-111 ENLARGED THIRD FLOOR PLAN - CENTRAL CORE - MECHANICAL

M-112 SITE PLAN - MECHANICAL

SECTION DWGLIST - SI Template Page 3

SHEET

NO. TITLE

M-113 ENLARGED MECHANICAL BUILDINGS - MECHANICAL

M-301 MECHANICAL SECTION VIEWS

M-302 MECHANICAL SECTION VIEWS

M-303 MECHANICAL SECTION VIEWS

M-304 MECHANICAL SECTION VIEWS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

M-504 MECHANICAL DETAILS

M-505 MECHANICAL DETAILS

M-506 MECHANICAL DETAILS

M-507 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL SCHEDULES

M-603 MECHANICAL SCHEDULES

M-604 MECHANICAL SCHEDULES

M-701 MECHANICAL CONTROLS

M-702 MECHANICAL CONTROLS

M-703 MECHANICAL CONTROLS

M-704 MECHANICAL CONTROLS

M-705 MECHANICAL CONTROLS

M-706 MECHANICAL CONTROLS

M-707 MECHANICAL CONTROLS

M-801 HOT WATER PIPING DIAGRAM

M-802 CHILLED WATER PIPING DIAGRAM

M-803 EXISTING TEMPERATURE WATER PIPING DIAGRAM

E ELECTRICAL

E-001 ELECTRICAL NOTES AND LEGENDS

ES101 SITE PLAN - ELECTRICAL

ES501 SITE ELECTRICAL DETAILS

ES502 SITE ELECTRICAL DETAILS

ED101 OVERALL FLOOR PLANS - ELECTRICAL DEMOLITION

ED102 ATTIC PLAN - ELECTRICAL DEMOLITION

ED103 TYPICAL SLEEPING ROOM PLAN - ELECTRICAL DEMOLITION

ED104 FIRST FLOOR PLANS - ELECTRICAL DEMOLITION

ED105 SECOND FLOOR PLANS - ELECTRICAL DEMOLITION

ED106 THIRD FLOOR PLANS - ELECTRICAL DEMOLITION

ED107 MECHANICAL BUILDING PLANS - ELECTRICAL DEMOLITION

E-101 OVERALL FLOOR PLANS - ELECTRICAL

E-102 ATTIC PLAN - ELECTRICAL

E-103 OVERALL FLOOR PLANS - CABLE TRAY

E-104 TYPICAL SLEEPING ROOM PLAN - ELECTRICAL

E-105 FIRST FLOOR PLANS - ELECTRICAL

E-106 FIRST FLOOR PLANS - ELECTRICAL

E-107 SECOND FLOOR PLANS - ELECTRICAL

E-108 SECOND FLOOR PLANS - ELECTRICAL

E-109 THIRD FLOOR PLANS - ELECTRICAL

E-110 THIRD FLOOR PLANS - ELECTRICAL

E-111 ROOF PLANS - LIGHTNING PROTECTION

E-112 MECHANCIAL BUILDING PLANS - ELECTRICAL

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-503 ELECTRICAL DETAILS

E-504 ELECTRICAL DETAILS

E-505 ELECTRICAL DETAILS

SECTION DWGLIST - SI Template Page 4

SHEET

NO. TITLE

E-601 ELECTRICAL SCHEDULES

E-602 ELECTRICAL SCHEDULES

E-603 ELECTRICAL SCHEDULES

E-604 ELECTRICAL SCHEDULES

E-605 ELECTRICAL SCHEDULES

E-606 ELECTRICAL SCHEDULES

E-607 ELECTRICAL SCHEDULES

E-701 ELECTRICAL RISER DIAGRAM

SECTION DWGLIST - SI Template Page 5

SECTION DWGLIST - SI Template Page 6

SECTION 01 11 00

SUMMARY OF WORK

08/25

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

the repair and renovation of building HP135, demolition of existing mechanical building HP136, construction of a new mechanical building adjacent to building HP135, construction of a new trash dumpster enclosure, and manhole rehab between C Street and Building HP250 and incidental related work.

1.1.2 Location

The work shall be located at the Marine Corps Base Camp Lejeune, North Carolina, at the building and/or area as described in the project description above . The exact location will be indicated by the Contracting Officer.

1.2 PHASED CONSTRUCTION SCHEDULE

Within the overall project schedule, commence and complete the work in phases as described in the project description above.

1.3 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 shall be in a condition equal to or better than that which existed before new work started.

1.4 LOCATION OF UNDERGROUND FACILITIES

The Contractor will be responsible for obtaining the services of a professional utility locator to scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground where existing underground utilities are discovered. If the underground utility cannot be confirmed, the contractor shall pot-hole area until piping location is verified. Dowsing or any other type of divination method is not considered an acceptable practice for locating utilities on board MCB Camp Lejeune. Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed but indicated or discovered during scanning in

SECTION 01 11 00 Page 1 locations to be traversed by piping, ducts, and other work to be installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.4.1 Notification Prior to Excavation

Notify the Contracting Officer's Representative (COR) 48 hours prior to starting excavation work.

1.5 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

Government furnished material and equipment will be indicated on drawings and in scope of work if applicable.

1.6 MARINE CORPS ENTERPRISE NETWORK (MCEN) COORDINATION REQUIREMENTS

1.6.1 BaseTel Access

Allow BaseTel 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 BaseTel to facilitate joint use of building spaces during the final phases of construction. After the Contracting Officer Representative has facilitated coordination meetings between the two contractors, within one week, incorporate the effort of additional coordination with BaseTel 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 (MCBL)

04/22

PART 1 GENERAL

1.1 SUBMITTALS

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 Contractor shall comply with all special scheduling requirements as described in the attached project description, and as noted on the drawings.

d. Permission to interrrupt any Station roads, railroads, and/or utility service shall be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

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. Ensure all Contractor equipment, include delivery vehicles, are clearly identified with their company name.

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 Installation Access

Obtain access to Navy installations through participation in the Defense Biometrics Identification System (DBIDS). Requirements for Contractor employee registration, and transition for employees currently under Navy Commercial Access Control System (NCACS), are available at https://www.cnic.navy.mil/om/dbids.html . No fees are associated with obtaining a DBIDS credential.

Participation in the DBIDS is not mandatory, and Contractor personnel may apply for One-Day Passes at the Base Visitor Control Office to access an installation.

SECTION 01 14 00 Page 1

The following are specific details regarding contractor personnel requirements. For the most up-to-date information regarding Base Access please visit https://www.lejeune.marines.mil/Base-Access/.

1.3.1.2.1 Registration for DBIDS

Registration for DBIDS is available at https://www.cnic.navy.mil/om/dbids.html . Procedure includes:

a. Present a letter or official award document (i.e. DD Form 1155 or SF 1442) from the Contracting Officer, that provides the purpose for access, to the base Visitor Control Center representative.

b. Present valid identification, such as a passport or Real ID Act-compliant state driver's license.

c. Provide completed SECNAV FORM 5512/1 to the base Visitor Control Center representative to obtain a background check. This form is available for download at https://www.cnic.navy.mil/om/dbids.html .

d. Upon successful completion of the background check, the Government will complete the DBIDS enrollment process, which includes Contractor employee photo, fingerprints, base restriction and several other assessments.

e. Upon successful completion of the enrollment process, the Contractor employee will be issued a DBIDS credential, and will be allowed to proceed to worksite.

1.3.1.2.2 DBIDS Eligibility Requirements

Throughout the length of the contract, the Contractor employee must continue to meet background screen standards. Periodic background screenings are conducted to verify continued DBIDS participation and installation access privileges. DBIDS access privileges will be immediately suspended or revoked if at any time a Contractor employee becomes ineligible.

An adjudication process may be initiated when a background screen failure results in disqualification from participation in the DBIDS, and Contractor employee does not agree with the reason for disqualification.

The Government is the final authority.

1.3.1.2.3 DBIDS Notification Requirements

a. Immediately report instances of lost or stolen badges to the Contracting Officer.

b. Immediately collect DBIDS credentials and notify the Contracting Officer in writing under the following circumstances:

(1) An employee has departed the company without having properly returned or surrendered their DBIDS credentials.

(2) There is a reasonable basis to conclude that an employee, or former employee, might pose a risk, compromise, or threat to the safety or security of the Installation or anyone therein.

SECTION 01 14 00 Page 2

1.3.1.2.4 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 or lost time associated with obtaining daily passes or added vehicle inspections incurred by non-participants in the DBIDS.

1.3.2 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.

1.3.3 Working Hours

Regular working hours shall be 0730-1600, Monday through Friday, excluding Government holidays .

1.3.4 Work Outside Regular Hours

Work outside regular working hours requires COR approval. Provide written request at least 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the COR.

1.3.5 Occupied Building and Existing Buildings

The Contractor shall be working in portions of an existing building which is occupied. The existing building and its contents shall be kept secure at all times.

1.3.6 Utility Cutovers and Interruptions

a. The Contractor shall coordinate a minimum of 14 calendar days prior to any planned utility cutover / interruption. Make utility cutovers and interruptions OUTSIDE normal working hours. Working hours are indicated on the drawings.

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, and compressed air shall be considered utility cutovers. This time limit includes time for deactivation and reactivation.

d. Operation of Station Utilities: The Contractor shall 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 shall notify the Contracting Officer at least 15 days prior to such operation.

SECTION 01 14 00 Page 3

1.4 SECURITY REQUIREMENTS

Contract Clause "FAR 52.204-2, Security Requirements and Alternate II," "FAC 5252.236-9301, Special Working Conditions and Entry to Work Area," apply.

1.5 EMERGENCY UNEXPLODED ORDNANCE (UXO) RESPONSE

In the event that UXO, as defined in 40 CFR 260 is encountered during the construction activities that is deemed to be a threat to human health or the environment, Camp Lejeune Military Police and EOD professionals shall be immediately contacted to conduct an emergency response. Additionally, immediately contact the Contracting Officer if UXO is encountered. An evaluation of this scenario and procedures, with contract numbers, shall be included in the Health and Safety Plan (HASP) for the fieldwork.

1.5.1 3R TRAINING

All Contractor personnel performing ground disturbing activities must complete contractor awareness training related to recognizing UXO. This training (3R TRAINING) is available online at:

http://www.lejeune.marines.mil/OfficesStaff/EnvironmentalMgmt/TrainingVideo.aspx

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SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/20, CHG 3: 02/23

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 (2021) Engineering and Design -- Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Schedule of Prices ; G

1.3 SCHEDULE OF PRICES

1.3.1 Data Required

Within 15 calendar days of notice of award, prepare and deliver to COR a schedule of prices (construction contract). Schedule of Prices must have cost 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.

Schedule of prices shall be separated by individual building numbers with subtotals for each building. 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 Schedule of Prices has been submitted to and accepted by the Contracting Officer.

Additionally, the Schedule of Prices 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 attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and transformers placed beyond the 5 foot line.

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b. Supporting Facilities Cost Breakdown:

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

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 Estimate for Voucher/ Contract Performance Statement on NAVFAC Form 4330/54 furnished by the Government. Use NAVFAC Form 4330, unless otherwise directed by the Contracting Officer, 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.

SECTION 01 20 00 Page 2

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 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.

Monthly invoices and supporting forms for work performed through the anniversary award date of the Contract must be submitted to the Contracting Officer within 5 calendar days of the date of invoice. For example, if Contract award date is the 7th of the month, the date of each monthly invoice must be the 7th and the invoice must be submitted by the 12th of the month.

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

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;

SECTION 01 20 00 Page 3

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:

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 Schedule of Prices 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

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SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/25

PART 1 GENERAL

1.1 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map

Progress and Completion Pictures

1.2 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.

1.3 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 one set of digital photographs in the agency construction management system of record, 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 with the submission in the agency construction management system of record as a digital file. Include a date designator in file names. Photographs provided are for unrestricted use by the Government.

1.4 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by State law.

1.5 SUPERVISION

1.5.1 Superintendent Qualifications

The Contractor shall provide a full-time, on-site Superintendent with a minimum of five (5) years of experience managing field construction operations of similar size, scope, and complexity. The Superintendent shall hold a valid OSHA 30-hour Construction certificate and demonstrate experience coordinating subcontractors, materials, equipment, and project schedules.

SECTION 01 30 00 Page 1

For projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00 QUALITY CONTROL,(one person, three hats) the superintendent must have qualifications in accordance with that section.

1.5.2 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.

1.5.3 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.

1.5.4 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 or excess costs or damages by the Contractor.

1.6 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, final inspections and contract close-out. Contractor must present and discuss their basic approach to scheduling the construction work and any required phasing.

1.6.1 Attendees

Contractor attendees must include the Project Manager, Superintendent, Site Safety and Health Officer (SSHO), Quality Control Manager . Major subcontractors are encouraged but not required to attend .

SECTION 01 30 00 Page 2

1.7 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 Red Zone Meetings beginning at approximately 75 percent of project completion. Include the following in the facility Turnover effort:

1.7.1 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.

1.7.2 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. The monthly Progress Schedule updates and Red Zone completion dates should reflect matching dates, data, and milestones. Prevent conflicting information between Red Zone Updates and Monthly CPM updates.

1.8 PARTNERING

Host the partnering session within 45 calendar days of contract award. To most effectively accomplish this Contract, the Contractor and Government must form a cohesive partnership with the common goal of drawing on the 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, ROICC, Contractor, key subcontractors and the Designer of Record (DOR) (regardless of whether the contract is a design-build or a design-bid-build) are required to participate in the Partnering process.

SECTION 01 30 00 Page 3

1.8.1 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 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.

1.9 MOBILIZATION

Mobilize to the jobsite within 60 calendar days after contract award.

Mobilize is defined as having equipment AND having a physical presence of at least one person from the contractor's team on the jobsite. All pre-construction submittals are to be complete prior to mobilization.

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SECTION 01 30 00 Page 4

SECTION 01 31 23.13 20

ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT MANAGEMENT SYSTEM

05/17, CHG 7: 11/21

PART 1 GENERAL

1.1 CONTRACT ADMINISTRATION

Utilize the Naval Facilities Engineering Command's (NAVFAC's) Electronic Construction and Facility Support Contract Management System (eCMS) for the transfer, sharing, and management of electronic technical submittals and documents. The web-based eCMS is the designated means of transferring technical documents between the Contractor and the Government. Paper media or e-mail submission, including originals or copies, of the documents identified in Table 1 are not permitted, except where eCMS is unavailable, non-functional, or specifically requested in addition to electronic submission.

1.1.1 Format Naming Convention for Files Uploaded Into eCMS

Include the identification number of the document, the type of document, the name/subject or title, and for daily reports, the date (day of work) with format YYYY/MM/DD in the filename. For example, for RFI's, 0011_RFI_Roof_Leaking.doc; for submittals, 0032a_Submittals_Light_Fixture.pdf; for Daily Reports, 0132_Daily_Report_20190504.xls. Contact the Contracting Officer's Representative (COR) regarding availability of eCMS training and reference materials.

1.1.2 Uploading Documents Processed Outside of eCMS

When specifically requested to provide documents outside of eCMS, upload all final project documentation (e.g., documents that are signed and/or adjudicated by the Government) mentioned in Table 1 into eCMS by creating a record in the module associated with that document type and uploading the document(s). Subject/title of the record should include the type of record i.e., RFI/Submittal/Other, the identification number(s), and the statement "Processed Outside of eCMS". For example, "RFI 001-012 Processed Outside of eCMS".

1.2 USER PRIVILEGES

The Contractor will be provided access to eCMS. All technical submittals and documents must be transmitted to the Government via the COR. Project roles and system roles will be established to control each user's menu, application, and software privileges, including the ability to create, edit, or delete objects.

1.3 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

List of Contractor's Personnel

SECTION 01 31 23.13 20 Page 1

1.4 SYSTEM REQUIREMENTS AND CONNECTIVITY

1.4.1 General

The eCMS requires a web-browser (platform-neutral) and Internet connection. Obtain from an approved vendor an External Certification Authority (ECA), Primary Key Infrastructure (PKI) certificate, or other similar digital identification to support two-factor authentication and access to eCMS. Provide and maintain computer hardware and software for the eCMS access throughout the duration of the contract for all Contractor-designated users. Provide connectivity, speed, bandwidth, and access to the Internet to ensure adequate functionality. 70 mbps download speed recommended, 40 mbps minimum for loading large files. Neither upgrading of the Contractor's computer system nor delays associated from the usage of the eCMS will be justification or grounds for a time extension or cost adjustment to the Contract.

1.4.2 Contractor Personnel List

Within 20 calendar days of contract award, provide to the Contracting Officer a list of Contractor's personnel who will have the responsibility for the transfer, sharing and management of electronic technical submittals and documents and will require access to the eCMS. Project personnel roles to be filled in the eCMS include the Contractor's Project Manager, Superintendent, Quality Control (QC) Manager, and Site Safety and Health Officer (SSHO). Personnel must be capable of electronic document management. Notify the COR immediately of any personnel changes to the project. The Contracting Officer reserves the right to perform a security check on all potential users. Provide the following information:

First Name Last Name E-mail Address Office Address…