Attachment A - Specifications.pdf

WORK ORDER NO.

At the

PREPARED BY:

Mechanical:

Electrical:

Plumbing:

Interior1Design:

Architectural:

Civil:

Structural:

Hazmat:

Survey:

APPROVED BY:

Specifications:

For Commander, NAVFAC:

Date:

Submitted By: Date:

UNCLASSIFIED/FOR OFFICIAL USE ONLY

H. Nelson Adcock, PE Dan Livingstone, PLS

John Adams, PE, BEMP Marsha Tucker, CID

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P347 PERIMETER SECURITY IMPROVEMENTS 1614700

CUTLER, MAINE

PROJECT TABLE OF CONTENTS

PROJECT TABLE OF CONTENTS Page 1

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DOCUMENT 00 01 15

LIST OF DRAWINGS

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 follows:

SHEET

NUMBER

SHEET NAME NAVFAC #s

G-001 COVER SHEET 12880783

G-002 SHEET INDEX 12880784

G-003 SHEET INDEX 12880785

G-004 GENERAL NOTES 12880786

GI001 BUILDING CODE/LIFE SAFETY ANALYSIS AND LEGEND - INSPECTION

STATION

12880787

GI002 CODE COMPLIANCE SITE PLAN 12880788

GI101 LIFE SAFETY PLAN - INSPECTION STATION 12880789

GC001 MAINTENANCE OF TRAFFIC - GENERAL NOTES & SEQUENCE OF

CONSTRUCTION

12880790

GC002 MAINTENANCE OF TRAFFIC AND SIGN LEGEND 12880791

GC100 MAINTENANCE OF TRAFFIC KEY PLAN 12880792

GC101 MAINTENANCE OF TRAFFIC - PHASE 1 12880793

GC102 MAINTENANCE OF TRAFFIC - PHASE 1 12880794

GC103 MAINTENANCE OF TRAFFIC - PHASE 2 12880795

GC104 MAINTENANCE OF TRAFFIC - PHASE 2 12880796

GC105 MAINTENANCE OF TRAFFIC - PHASE 3 12880797

GC106 MAINTENANCE OF TRAFFIC - PHASE 3 12880798

GC500 MAINTENANCE OF TRAFFIC DETAILS 12880799

H-102 BLDG 130 - FLOOR PLAN - HAZMAT REMOVAL 12880800

B-100 BORING LOCATION PLAN 12880801

B-500 BORING LOGS 12880802

B-501 BORING LOGS 12880803

B-600 BORING LOG AND TEST PIT TABLES 12880804

V-001 EXISTING CONDITIONS LEGEND AND NOTES 12880805

VF100 EXISTING CONDITIONS KEY PLAN 12880806

VF101 EXISTING CONDITIONS PLAN 12880807

VF102 EXISTING CONDITIONS PLAN 12880808

VF103 EXISTING CONDITIONS PLAN 12880809

DOCUMENT 00 01 15 Page 1

VF104 EXISTING CONDITIONS PLAN 12880810

VF105 EXISTING CONDITIONS PLAN 12880811

VF106 EXISTING CONDITIONS PLAN 12880812

VF107 EXISTING CONDITIONS PLAN 12880813

VF108 EXISTING CONDITIONS PLAN 12880814

VF109 EXISTING CONDITIONS PLAN 12880815

C-001 CIVIL LEGEND AND ABBREVIATIONS 12880816

CA100 ALIGNMENT DATA KEY PLAN 12880817

CA101 ALIGNMENT DATA PLAN 12880818

CA102 ALIGNMENT DATA PLAN 12880819

CA103 ALIGNMENT DATA PLAN 12880820

CA104 ALIGNMENT DATA PLAN 12880821

CA105 ALIGNMENT DATA PLAN 12880822

CA106 ALIGNMENT DATA PLAN 12880823

CA107 ALIGNMENT DATA PLAN 12880824

CA108 ALIGNMENT DATA PLAN 12880825

CA600 ECF ROADWAY ALIGNMENT DATA SCHEDULE 12880826

CA601 ECF FENCE ALIGNMENT DATA SCHEDULE 12880827

CD001 CIVIL DEMOLITION LEGEND AND NOTES 12880828

CD100 CIVIL DEMOLITION KEY PLAN 12880829

CD101 CIVIL DEMOLITION PLAN 12880830

CD102 CIVIL DEMOLITION PLAN 12880831

CD103 CIVIL DEMOLITION PLAN 12880832

CS001 SITE LAYOUT LEGEND AND NOTES 12880833

CS100 SITE LAYOUT KEY PLAN 12880834

CS101 SITE LAYOUT PLAN 12880835

CS102 SITE LAYOUT PLAN 12880836

CS103 SITE LAYOUT PLAN 12880837

CS104 SITE LAYOUT PLAN 12880838

CS105 SITE LAYOUT PLAN 12880839

CS106 SITE LAYOUT PLAN 12880840

CS107 SITE LAYOUT PLAN 12880841

CS108 SITE LAYOUT PLAN 12880842

CS201 PROFILES 12880843

CS301 TYPICAL SECTIONS 12880844

CS302 TYPICAL SECTIONS 12880845

CS303 TYPICAL SECTIONS 12880846

CS307 PAVEMENT DETAILS 12880847

CS308 PAVEMENT JOINT DETAILS 12880848

CS400 ENTRANCE GATE AND VCC ACCESS - ENLARGED SITE PLAN 12880849

CS401 GATEHOUSE AREA - ENLARGED SITE PLAN 12880850

CS402 FINAL DENIAL AREA - ENLARGED SITE PLAN 12880851

CS500 SITE LAYOUT DETAILS 12880852

DOCUMENT 00 01 15 Page 2

CS501 SITE LAYOUT DETAILS 12880853

CS502 MODIFIED MIDWEST GUARDRAIL DETAILS 12880854

CS503 MODIFIED MIDWEST GUARDRAIL DETAILS 12880855

CS504 MODIFIED MIDWEST GUARDRAIL DETAILS 12880856

CS505 MODIFIED MIDWEST GUARDRAIL DETAILS 12880857

CS506 FENCING DETAILS 12880858

CS507 FENCING DETAILS 12880859

CS508 FENCING DETAILS 12880860

CS509 SWING GATE DETAILS 12880861

CS510 SLIDING GATE DETAILS 12880862

CS511 PASSIVE VEHICLE CABLE BARRIER DETAILS 12880863

CS512 PASSIVE VEHICLE CABLE BARRIER DETAILS 12880864

CS513 PASSIVE VEHICLE CABLE BARRIER DETAILS 12880865

CS514 PASSIVE VEHICLE CABLE BARRIER DETAILS 12880866

CS515 PASSIVE VEHICLE CABLE BARRIER DETAILS 12880867

CS516 BOLLARD DETAILS 12880868

CS517 CRASH BEAM DETAILS 12880869

CS518 CRASH BEAM DETAILS 12880870

CS600 FENCING SCHEDULE 12880871

CG100 GRADING KEY PLAN 12880872

CG101 GRADING PLAN 12880873

CG102 GRADING PLAN 12880874

CG103 GRADING PLAN 12880875

CG104 DRAINAGE KEY PLAN 12880876

CG105 DRAINAGE PLAN 12880877

CG106 DRAINAGE PLAN 12880878

CG107 DRAINAGE PLAN 12880879

CG200 DRAINAGE PROFILES 12880880

CG400 DRAINAGE PLAN LARGE SCALE VIEW - ECF FOUNDATION AND CANOPY

UNDERDRAIN

12880881

CG401 GRADING PLAN LARGE SCALE VIEW - ENTRANCE AND FINAL DENIAL 12880882

CG402 GRADING PLAN LARGE SCALE VIEW - GATEHOUSE 12880883

CG500 DRAINAGE DETAILS 12880884

CG501 DRAINAGE DETAILS 12880885

CG502 DRAINAGE DETAILS 12880886

CG503 STORM WATER MANAGEMENT DETAILS 12880887

CG600 CIVIL SITE GRADING SCHEDULE 12880888

CG601 DRAINAGE SCHEDULE 12880889

CG602 DRAINAGE SCHEDULE 12880890

CG603 DRAINAGE SCHEDULE 12880891

CM001 SIGNS AND PAVEMENT MARKINGS LEGEND 12880892

CM100 SIGNS AND PAVEMENT MARKINGS KEY PLAN 12880893

DOCUMENT 00 01 15 Page 3

CM101 SIGNS AND PAVEMENT MARKINGS PLAN 12880894

CM102 SIGNS AND PAVEMENT MARKINGS PLAN 12880895

CM400 SAFETY SCHEME DETAIL PLAN 12880896

CM401 SAFETY SCHEME DETAIL PLAN 12880897

CM500 SIGNS AND PAVEMENT MARKING DETAILS 12880898

CM501 ENTRANCE SIGN DETAIL 12880899

CU100 CIVIL UTILITY KEY PLAN 12880900

CU101 CIVIL UTILITY SITE PLAN 12880901

CU201 CIVIL UTILITY PROFILES 12880902

CU501 CIVIL UTILITY DETAILS 12880903

CU502 CIVIL UTILITY DETAILS 12880904

CU503 CIVIL UTILITY DETAILS 12880905

CE001 EROSION AND SEDIMENT CONTROL GENERAL NOTES AND SEQUENCE OF

CONSTRUCTION

12880906

CE002 EROSION AND SEDIMENT CONTROL GENERAL NOTES AND SEQUENCE OF

CONSTRUCTION

12880907

CE100 EROSION AND SEDIMENT CONTROL KEY PLAN - PHASE 1 12880908

CE101 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 12880909

CE102 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 12880910

CE103 EROSION AND SEDIMENT CONTROL KEY PLAN - PHASE 2 12880911

CE104 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 12880912

CE105 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 12880913

CE106 EROSION AND SEDIMENT CONTROL KEY PLAN - PHASE 3 12880914

CE107 EROSION AND SEDIMENT CONTROL PLAN - PHASE 3 12880915

CE108 EROSION AND SEDIMENT CONTROL PLAN - PHASE 3 12880916

CE109 EROSION AND SEDIMENT CONTROL PLAN - PHASE 3 12880917

CE110 EROSION AND SEDIMENT CONTROL PLAN - PHASE 3 12880918

CE111 EROSION AND SEDIMENT CONTROL PLAN - PHASE 3 12880919

CE112 EROSION AND SEDIMENT CONTROL PLAN - PHASE 3 12880920

CE113 EROSION AND SEDIMENT CONTROL PLAN - PHASE 3 12880921

CE114 EROSION AND SEDIMENT CONTROL KEY PLAN - PHASE 4 12880922

CE115 EROSION AND SEDIMENT CONTROL PLAN - PHASE 4 12880923

CE116 EROSION AND SEDIMENT CONTROL PLAN - PHASE 4 12880924

CE500 EROSION AND SEDIMENT CONTROL DETAILS 12880925

CX100 WETLAND IMPACT KEY PLAN 12880926

CX101 WETLAND IMPACT PLAN 12880927

CX102 WETLAND IMPACT PLAN 12880928

CX103 WETLAND IMPACT PLAN 12880929

CX104 WETLAND IMPACT PLAN 12880930

CX105 WETLAND IMPACT PLAN 12880931

CX106 WETLAND IMPACT PLAN 12880932

CX107 WETLAND IMPACT PLAN 12880933

CX108 WETLAND IMPACT PLAN 12880934

DOCUMENT 00 01 15 Page 4

LP100 LANDSCAPING KEY PLAN 12880935

LP101 LANDSCAPING PLAN 12880936

LP102 LANDSCAPING PLAN 12880937

LP103 LANDSCAPING PLAN 12880938

LP104 LANDSCAPING PLAN 12880939

LP105 LANDSCAPING PLAN 12880940

LP106 LANDSCAPING PLAN 12880941

LP107 LANDSCAPING PLAN 12880942

LP108 LANDSCAPING PLAN 12880943

LP109 LANDSCAPING PLAN 12880944

XX100 ENVIRONMENTAL FEATURES KEY PLAN 12880945

XX101 ENVIRONMENTAL FEATURES PLAN 12880946

XX102 ENVIRONMENTAL FEATURES PLAN 12880947

XX103 ENVIRONMENTAL FEATURES PLAN 12880948

XX104 ENVIRONMENTAL FEATURES PLAN 12880949

XX105 ENVIRONMENTAL FEATURES PLAN 12880950

XX106 ENVIRONMENTAL FEATURES PLAN 12880951

XX107 ENVIRONMENTAL FEATURES PLAN 12880952

XX108 ENVIRONMENTAL FEATURES PLAN 12880953

S-001 GENERAL NOTES 12880954

S-002 GENERAL NOTES 12880955

S-101 FOUNDATION PLAN - INSEPCTION STATION AND CANOPY 12880956

S-102 ROOF FRAMING PLAN - INSPECTION STATION 12880957

S-103 CANOPY FRAMING PLAN 12880958

S-301 FOUNDATION SECTIONS - INSPECTION STATION AND CANOPY 12880959

S-302 FOUNDATION SECTIONS - INSPECTION STATION AND CANOPY 12880960

S-310 FRAMING SECTIONS - INSPECTION STATION 12880961

S-311 FRAMING SECTIONS - CANOPY 12880962

S-501 TYPICAL DETAILS 12880963

S-502 TYPICAL DETAILS 12880964

S-503 TYPICAL DETAILS 12880965

S-510 TRUSS DIAGRAMS - INSPECTION STATION 12880966

AD101 BUILDING 130 - DEMOLITION PLANS AND ELEVATIONS 12880967

A-001 GENERAL PROJECT NOTES, GOVERNING REGULATIONS, MATERIALS

LEGEND, SYMBOLS AND ABBREVIATIONS

12880968

A-002 INSPECTION STATION - AIR BARRIER 12880969

A-101 INSPECTION STATION - OVERALL FLOOR PLAN 12880970

A-102 INSPECTION STATION - REFLECTED CEILING PLAN 12880971

A-103 INSPECTION STATION - ROOF PLAN 12880972

A-201 INSPECTION STATION - BUILDING ELEVATIONS 12880973

A-301 INSPECTION STATION - BUILDING SECTIONS 12880974

A-302 INSPECTION STATION - WALL SECTIONS 12880975

DOCUMENT 00 01 15 Page 5

A-401 INSPECTION STATION - ENLARGED PLANS, ELEVATIONS, AND DETAILS 12880976

A-402 CASEWORK SECTIONS 12880977

A-501 INSPECTION STATION - EXTERIOR DETAILS 12880978

A-502 INSPECTION STATION - EXTERIOR DETAILS 12880979

A-601 INSPECTION STATION DOOR SCHEDULE AND DETAILS 12880980

A-602 INSPECTION STATION WINDOW SCHEDULE AND DETAILS 12880981

A-701 INSPECTION STATION - FINISH SCHEDULE AND FINISH LEGEND 12880982

A-702 INSPECTION STATION - FINISH PLAN 12880983

A-703 INSPECTION STATION - SIGNAGE PLAN 12880984

A-704 SIGNAGE TYPICAL DETAILS 12880985

I-101 INSPECTION STATION - FF&E PLAN 12880986

FA001 FIRE ALARM GENERAL NOTES AND LEGEND 12880987

FD101 FIRE ALARM DEMOLITION PLANS 12880988

FA101 FIRE ALARM PLAN - INSPECTION STATION 12880989

FA501 FIRE ALARM DETAILS 12880990

FA502 FIRE ALARM DETAILS 12880991

P-001 PLUMBING LEGENDS, NOTES, AND ABBREVIATIONS 12880992

P-101 FLOOR PLAN PLUMBING - INSPECTION STATION - SANITARY 12880993

P-102 FLOOR PLAN PLUMBING - INSPECTION STATION - DOMESTIC WATER 12880994

P-501 PLUMBING DETAILS 12880995

P-502 PLUMBING DETAILS 12880996

P-503 PLUMBING DETAILS 12880997

P-601 PLUMBING SCHEDULES 12880998

P-901 PLUMBING ISOMETRICS 12880999

M-001 MECHANICAL LEGEND, NOTES, AND ABBREVIATIONS 12881000

M-002 MECHANICAL CRITERIA, CODES AND STANDARDS 12881001

MD101 BUILDING 130 - FLOOR PLAN - DEMOLITION 12881002

M-101 INSPECTION STATION - FLOOR PLAN - MECHANICAL HVAC 12881003

M-301 INSPECTION STATION - MECHANICAL SECTIONS 12881004

M-501 MECHANICAL DETAILS 12881005

M-502 MECHANICAL DETAILS 12881006

M-503 MECHANICAL DETAILS 12881007

M-601 MECHANICAL SCHEDULES 12881008

M-602 MECHANICAL SCHEDULES 12881009

M-801 MECHANICAL CONTROLS 12881010

M-802 MECHANICAL CONTROLS 12881011

M-901 INSPECTION STATION - MECHANICAL ISOMETRIC 12881012

E-001 ELECTRICAL LEGEND, NOTES, AND ABBREVIATIONS 12881013

ED101 SITE PLAN - ELECTRICAL DEMOLITION 12881014

ED102 BUILDING 130 - ELECTRICAL DEMOLITION 12881015

ES101 SITE PLAN - ELECTRICAL LIGHTING 12881016

DOCUMENT 00 01 15 Page 6

ES102 SITE PLAN - ELECTRICAL POWER 12881017

EL101 INSPECTION STATION FLOOR PLAN - ELECTRICAL LIGHTING 12881018

EL501 LIGHTING FIXTURE SCHEDULE AND DETAILS 12881019

EL502 LIGHTING DETAILS 12881020

EL503 LIGHTING DETAILS 12881021

EG101 INSPECTION STATION ROOF PLAN - LIGHTNING PROTECTION 12881022

EG501 LIGHTNING PROTECTION DETAILS 12881023

EG701 GROUNDING RISER DIAGRAM 12881024

EP101 INSPECTION STATION FLOOR PLAN - ELECTRICAL POWER 12881025

EP501 POWER DETAILS 12881026

EP502 POWER DETAILS 12881027

EP601 PANELBOARD SCHEDULES 12881028

EP701 POWER RISER DIAGRAM 12881029

TN001 TELECOMMUNICATIONS LEGEND, NOTES, AND ABBREVIATIONS 12881030

TS101 OVERALL SITE PLAN - TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

AND SECURITY

12881031

TS102 ENTRY CONTROL FACILITY SITE PLAN - TELECOMMUNICATIONS

OUTSIDE PLANT (OSP) AND SECURITY

12881032

TS103 HELIX HOUSES SITE PLANS - TELECOMMUNICATIONS OUTSIDE PLANT

(OSP) AND SECURITY

12881033

TS104 BUILDING 100 SITE PLAN - TELECOMMUNICATIONS OUTSIDE PLANT

(OSP) AND SECURITY

12881034

TS105 BUILDING 100 SITE PLAN - TELECOMMUNICATIONS OUTSIDE PLANT

(OSP) AND SECURITY

12881035

TN101 INSPECTION STATION FLOOR PLAN - TELECOMMUNICATIONS 12881036

TN501 TELECOMMUNICATIONS DETAILS 12881037

TN502 TELECOMMUNICATIONS DETAILS 12881038

TN503 TELECOMMUNICATIONS VOICE AND DATA BACKBONE ELEVATION DETAILS 12881039

TY001 ELECTRONIC SECURITY SYSTEM (ESS) LEGEND, NOTES, AND

ABBREVIATIONS

12881040

TY101 INSPECTION STATION FLOOR PLAN - ELECTRONIC SECURITY SYSTEM

(ESS)

12881041

TY501 SECURITY DIAGRAMS 12881042

TY502 SECURITY DIAGRAMS AND DETAILS 12881043

TY503 SECURITY DETAILS 12881044

TY504 SECURITY DETAILS 12881045

TY505 SECURITY DETAILS 12881046

TY506 ACTIVE VEHICLE BARRIER DETAILS 12881047

TY507 SECURITY CCTV RISER DIAGRAMS 12881048

TY508 PENINSULA CCTV AT HISTORIC BUILDINGS DETAILS 12881049

1.3 SUPPLEMENTARY DRAWINGS

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

DOCUMENT 00 01 15 Page 7

1.3.1 Subsurface Data

Subsurface data, not specified or indicated, have been obtained by the Government at the station. The data are available for examination by prospective bidders.

-- End of Document --

DOCUMENT 00 01 15 Page 8

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes the construction of a new Entry Control Facility (ECF), a Gatehouse/Truck Inspection Office, a combined Main Entry POV Canopy and Truck Inspection Canopy, a Commercial Vehicle Inspection Station, Restricted Area Perimeter Security Fence and grounding of fence, associated roadway and utilities, site work and site preparation, clearing, site demolition, electrical and mechanical installations, significant earthwork associated with construction of the ECF, and related work indicated within the plans and specifications. This site has significant natural and social environmental features and care during construction is paramount. It is critical that the "mission" must be maintained at all times and that critical infrastructure such as any damage to ground matting is repaired immediately upon the occurrence and contracting/government officer is contacted upon such for each occurrence.

1.1.2 Location

The work is located at the NCTAMS LANT Detachment Cutler, off Ridge Road, in Cutler, Maine, as indicated in the Contract Documents.

1.2 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

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 to 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.

1.4 LOCATION OF UNDERGROUND UTILITIES

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

SECTION 01 11 00 Page 1

Contact local utility locating service a minimum of 48 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.

It is the responsibility of the contractor to locate all existing underground utilities that are within the limits of work, prior to any excavation activities. These include but are not limited to the following buried utilities: water lines, sanitary and storm sewers, steam condensate, fuel lines, gas lines, electrical ducts and direct buried conductors, grounding grid, fiber optic cabling, commercial telephone, Base telephone, commercial cable TV, Base instructional cable TV, EMCS, and fire alarm. The contractor must employ the services of a qualified Utility locating company to locate, identify, and mark all underground utilities. The entire construction limits must be thoroughly scanned and researched to determine existing utility locations. Any existing utilities that are indicated on the project drawings must be considered for reference use by the locating company and must be verified. All underground utilities must be clearly marked with flags, paint or stakes prior to any digging operation except that required to determine exact utility location and depth. CAUTION must be used when trenching or excavating around or near buried utilities. The contractor is responsible for the timely repair and/or replacement of direct and collateral damage on any and all underground utilities that are severed, crushed, broken, displaced or otherwise disturbed by the construction operation. The Government must not incur any additional cost for such repair or replacement. The contractor must notify the FEAD a minimum of three working days prior to utility locating. Do not continue with excavation or installation of new work without resolving elevation discrepancies and conflicts.

1.4.1 Notification Prior to Excavation

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

1.5 NAVY AND MARINE CORPS (NMCI) COORDINATION REQUIREMENTS

1.5.1 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.

SECTION 01 11 00 Page 2

-- End of Section --

SECTION 01 11 00 Page 3

SECTION 01 14 00

WORK RESTRICTIONS

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 existing Ridge Road will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

b. 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.

c. 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.

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 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

SECTION 01 14 00 Page 1

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.

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

SECTION 01 14 00 Page 2 former employee, might pose a risk, compromise, or threat to the safety or security of the Installation or anyone therein.

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.

1.3.1.3 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 Working Hours

Regular working hours will consist of an 8 1/2 hour period , between 7 a.m. and 3:30 p.m., Monday through Friday, excluding Government holidays.

1.3.3 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.

1.3.4 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 are considered utility cutovers pursuant to the paragraph

WORK OUTSIDE REGULAR HOURS.

d. Connection to Existing Sanitary Sewer Line: Provide positive verification that the existing line conveys sanitary sewer; verify line is not incorrectly connected to a storm drain. Obtain Installation's Sanitary Sewer Connection Permit 2 weeks prior to connection and in accordance with Section 33 30 00 SANITARY SEWERAGE.

SECTION 01 14 00 Page 3

1.4 SECURITY REQUIREMENTS

1.4.1 Station Regulations

No employee or representative of the contractor will be admitted to the work site without an Identification Badge, or is specifically authorized admittance to the work site by the FEAD, Facilities Engineering & Acquisition Division.

IMPORTANT NOTE: FEAD personnel (Construction Managers, Engineers/Architects, Engineering Technicians, Contract Specialists, or Contract Surveillance Representatives) will not receive, process, re-transmit or otherwise handle IN ANY WAY Personally Identifiable Information (PII) related to the badging process. Do NOT forward any of this information to the FEAD.

1.4.2 Contractor Access to NCTAMS LANT Detachment Cutler and Outlying Areas

1. SECNAV 55-12/1 (May 2021) or latest form for granting access to NCTAMS LANT Detachment for commercial and contract employers and employees.

This document is an aid in meeting ASO 5560.6A requirements and is not a substitute for the order.

2. The Pass & Identification Office at Building 129 will issue credentials to authorized contractors. Sub-Contractors and suppliers must coordinate through the Prime-Contractor

3. Criminal Activity. In accordance with ASO 5560.6A, the below list of criminal activities within an applicant's record are considered not in the best interest of the Navy and will be grounds for automatic denial of access aboard the Installation:

a. Conviction of any felony offense.

b. Conviction of any misdemeanor offense, which was the result of a plea bargain of a felony offense.

c. Conviction of any offense involving a weapon.

d. Conviction of any drug offense involving manufacturing or trafficking.

e. More than one misdemeanor conviction of drug related offenses over the applicant's lifetime or one misdemeanor drug related offense within the last five years.

f. Conviction of any assault charge.

g. Conviction of any offense involving theft or larceny.

h. Conviction of any offense of domestic violence.

i. Conviction of any offense related to the abuse/neglect of a child.

j. Conviction of any sexual in nature related offense or registration as a sex offender.

k. Commission of any grievous criminal offense/misconduct while

SECTION 01 14 00 Page 4 aboard any Federal installation, including blatant disregard for rules and regulations of the Installation, but excluding minor traffic offenses.

l. Other than Honorable, Bad Conduct, and Dishonorable discharges from the U.S. Military.

m. Those identified as undocumented citizens.

n. Those on the National Terrorist Watch List.

o. Any individual who attempts to hide or purposely fails to disclose all past criminal history during the vetting process.

p. Any individual that the CNIC Security Office determines to present a risk to the security and safety of the Installation and whose access is deemed not in the best interest of the Navy.

q. Any individual who has been debarred from the Installation by the Installation Commander or is currently listed as debarred from any other Federal installation.

r. Any individual with an outstanding warrant for their arrest or apprehension.

s. Any individual with a pending criminal court case that, if convicted, would result in access denial in accordance with the criteria listed above.

1.4.3 Staging Area

As indicated on the plans, the Contractor staging area will be coordinated with/by the PM. Amount of material on site must be kept to a minimum and must only be material that is pertinent to the work currently being performed. All stockpiling of equipment and materials must be closely coordinated with the Government and must not disrupt activities at the site.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 14 00 Page 5

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

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

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 the Contracting Officer a Schedule of Prices (construction Contract) as directed by the Contracting Officer. 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. 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.

SECTION 01 20 00 Page 1

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 Schedule of Prices and in the Construction Progress Documentation 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 must 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.

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.

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;

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.

SECTION 01 20 00 Page 4

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.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 20 00 Page 5

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

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" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REQUIREMENTS AND REPORTING. 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.

SECTION 01 30 00 Page 1

1.5 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 Maine State 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

SECTION 01 30 00 Page 2 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.

1.7.1 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.

SECTION 01 30 00 Page 3

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 strength of each organization in an effort to achieve a successful project without safety mishaps, conforming to the Contract, within budget and…