W912DS19C0034 PN 94078 Repair building 606 REV.RTA Specification Manual Volume 1.pdf

USACE Contract NO. W912DS19C0034 QPK Design Project 219208

UNITED STATES MILITARY ACADEMY AT WEST POINT

REPAIR BLDG 606, GENERAL

INSTRUCTION BLDG

SPECIFICATION MANUAL

VOLUME I OF III

REV.RTA DESIGN SUBMISSION 13 MAY 2025

REPAIR BUILDING 606, GENERAL INSTRUCTIONAL BUILDING W912DS19C0034

USMA, WEST POINT, NY PN 94078

PROFESSIONAL SEALS

CIVIL/STRUCTURAL/ARCHITECTURAL

Quinlivan, Pierik & Krause

Architects/Engineers LLP

450 S. Salina St., Ste. 500

Syracuse, NY 13202

315-472-7806

FIRE PROTECTION/PLUMBING/

MECHANICAL/ELECTRICAL

EwingCole

Federal Reserve Bank Building

100 N. 6th Street

Philadelphia, PA 19106

215-923-2020

SEALS PAGE Page 1

4/2/25

4/4/254/4/254/4/25

REPAIR BUILDING 606, GENERAL INSTRUCTION BUILDING W912DS19C0034

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 08/15, CHG 2: 08/21 SUMMARY OF WORK

01 14 00 11/11, CHG 13: 08/21 WORK RESTRICTIONS

01 20 00 11/20, CHG 2: 08/21 PRICE AND PAYMENT PROCEDURES

01 30 00 11/20, CHG 1: 08/21 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 02/15 PROJECT SCHEDULE

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

01 33 29 02/21 SUSTAINABILITY REQUIREMENTS AND

REPORTING

01 35 26 05/24 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 05/24 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 08/23, CHG 1: 05/24 QUALITY CONTROL

01 45 00.15 10 11/23 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 45 35 11/20 SPECIAL INSPECTIONS

01 50 00 11/20, CHG 1: 08/21 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 11/15, CHG 5: 08/21 TEMPORARY ENVIRONMENTAL CONTROLS

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

01 74 19 02/19, CHG 2: 08/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 05/19, CHG 1: 08/21 CLOSEOUT SUBMITTALS

01 78 23 08/15, CHG 2: 08/21 OPERATION AND MAINTENANCE DATA

01 78 24.00 10 05/18 FACILITY DATA REQUIREMENTS

01 91 00.15 05/23, CHG 3: 08/24 BUILDING COMMISSIONING

01 91 19 05/2023 BUILDING ENCLOSURE COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 08/22 SELECTIVE DEMOLITION

02 82 00 11/18, CHG 1: 11/19 ASBESTOS REMEDIATION

02 84 16 05/20 HANDLING OF LIGHTING BALLASTS AND

LAMPS CONTAINING PCBs AND MERCURY

DIVISION 03 - CONCRETE

03 01 00 02/18 REHABILITATION OF CONCRETE

03 30 00 02/19, CHG 4: 08/22 CAST-IN-PLACE CONCRETE

03 45 00 05/16, CHG 2: 11/21 PRECAST ARCHITECTURAL CONCRETE

DIVISION 04 - MASONRY

04 03 00 11/17 CONSERVATION TREATMENT FOR PERIOD

MASONRY

04 20 00 11/15, CHG 2: 05/19 UNIT MASONRY

DIVISION 05 - METALS

05 05 20 05/22 POST-INSTALLED CONCRETE AND MASONRY

ANCHORS

05 05 23.16 08/18 STRUCTURAL WELDING

05 12 00 08/18, CHG 2: 05/21 STRUCTURAL STEEL

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

05 51 00 02/17, CHG 1: 05/17 METAL STAIRS

PROJECT TABLE OF CONTENTS Page 1

TABLE OF C

Volume 1

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

05 52 00 02/18, CHG 1: 02/20 METAL RAILINGS

05 72 00 10/22 ARCHITECTURAL ORNAMENTAL GLASS RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

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

06 20 00 08/16, CHG 2: 11/18 FINISH 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 14 00 02/12, CHG 2: 02/18 FLUID-APPLIED WATERPROOFING

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

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

07 22 00 02/16, CHG 3: 11/18 ROOF AND DECK INSULATION

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

07 27 36 05/17, CHG 2: 08/20 SPRAY FOAM AIR BARRIERS

07 42 63 05/11, CHG 4: 08/20 FABRICATED WALL PANEL ASSEMBLIES

07 52 00 05/12, CHG 5: 11/19 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 60 00 05/17, CHG 2: 11/18 FLASHING AND SHEET METAL

07 61 15 08/16, CHG 2: 11/18 ALUMINUM STANDING SEAM ROOFING

07 81 00 02/11 SPRAY-APPLIED FIREPROOFING

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

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

DIVISION 08 - OPENINGS

08 11 13 08/20 STEEL DOORS AND FRAMES

08 13 73 02/11 SLIDING METAL DOORS

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

08 22 20 11/19 FIBERGLASS REINFORCED PLASTIC (FRP)

DOORS AND FRAMES

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

08 33 23 08/20, CHG 1: 02/22 OVERHEAD COILING DOORS

08 41 13 08/18, CHG 1: 08/18 ALUMINUM-FRAMED ENTRANCES AND

STOREFRONTS

08 44 00 05/19 CURTAIN WALL AND GLAZED ASSEMBLIES

08 51 13 05/19 ALUMINUM WINDOWS

08 60 45 08/20 SKYLIGHTS

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

08 81 00 05/19 GLAZING

08 91 00 08/20 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 02/10, CHG 2: 08/18 SUPPORTS FOR PLASTER AND 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 08/10, CHG 3: 08/18 RESILIENT FLOORING

09 66 23 08/16, CHG 1: 08/18 RESINOUS MATRIX TERRAZZO FLOORING

09 67 23.13 11/19 STANDARD RESINOUS FLOORING

09 68 00 11/17, CHG 2: 08/20 CARPETING

09 69 13 11/15, CHG 1: 08/18 RIGID GRID ACCESS FLOORING

09 84 20 08/16, CHG 1: 08/18 ACOUSTICAL WALL PANELS

09 90 00 02/21 PAINTS AND COATINGS

PROJECT TABLE OF CONTENTS Page 2

09 96 00 11/14 HIGH-PERFORMANCE COATINGS

DIVISION 10 - SPECIALTIES

10 11 00 08/20 VISUAL DISPLAY UNITS

10 14 00.20 08/20 INTERIOR SIGNAGE

10 21 13 08/20 TOILET COMPARTMENTS

10 22 25 08/20 OPERABLE PARTITIONS AND SMOKE CONTROL

10 26 00 08/20 WALL PROTECTION

10 28 13 08/20 TOILET ACCESSORIES

10 44 16 11/19 FIRE EXTINGUISHER CABINETS

10 52 00 11/22 AUTOMATIC SMOKE CURTAINS

DIVISION 11 - EQUIPMENT

11 13 19 02/24 LOADING DOCK BUMPERS

DIVISION 12 - FURNISHINGS

12 24 13 08/20 ROLLER WINDOW SHADES

12 48 13 08/17 ENTRANCE FLOOR MATS AND FRAMES

12 93 00 08/17, CHG 1: 08/18 SITE FURNISHINGS

DIVISION 14 - CONVEYING EQUIPMENT

14 21 23 05/16, CHG 1: 05/18 ELECTRIC TRACTION PASSENGER ELEVATORS

14 42 00 05/16 WHEELCHAIR LIFTS

DIVISION 21 - FIRE SUPPRESSION

21 12 00 05/11 STANDPIPE SYSTEMS

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

PROTECTION

21 30 00 04/08, CHG 1: 08/13 FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00 11/15, CHG 4: 05/21 PLUMBING, GENERAL PURPOSE

22 14 29.00 40 05/17 SUMP PUMPS

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

23 01 30.41 05/22 HVAC SYSTEM CLEANING

23 05 15 05/22 COMMON PIPING FOR HVAC

23 05 48.00 40 05/22 VIBRATION AND SEISMIC CONTROLS FOR

HVAC PIPING AND EQUIPMENT

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 08 00 05/23, CHG 1: 08/24 COMMISSIONING OF MECHANICAL AND

PLUMBING SYSTEMS

23 09 00 02/19, CHG 3: 05/21 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 11/15, CHG 2: 05/21 INSTRUMENTATION AND CONTROL DEVICES

FOR HVAC

23 09 23.01 02/19, CHG 1: 02/20 LONWORKS DIRECT DIGITAL CONTROL FOR

HVAC AND OTHER BUILDING CONTROL SYSTEMS

23 09 93 11/15 SEQUENCES OF OPERATION FOR HVAC CONTROL

23 21 23 08/17 HYDRONIC PUMPS

PROJECT TABLE OF CONTENTS Page 3

Volume 2

23 23 00 08/21 REFRIGERANT PIPING

23 25 00 05/21 CHEMICAL TREATMENT OF WATER FOR

MECHANICAL SYSTEMS

23 30 00 05/20, CHG 1: 02/22 HVAC AIR DISTRIBUTION

23 57 10.00 10 11/19 FORCED HOT WATER HEATING SYSTEMS USING

WATER AND STEAM HEAT EXCHANGERS

23 81 00 05/18, CHG 1: 02/21 DECENTRALIZED UNITARY HVAC EQUIPMENT

23 81 23 11/20 COMPUTER ROOM AIR CONDITIONING UNITS

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.21 08/24 CYBERSECURITY FOR FACILITY FIRE AND

LIFE SAFETY SYSTEMS

25 05 11.23 08/24 CYBERSECURITY FOR BUILDING AUTOMATION

SYSTEMS

25 05 11.26 08/24 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS - LCS

25 05 11.28 08/24 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS - ESS

25 08 10 05/21 UTILITY MONITORING AND CONTROL SYSTEM

TESTING

25 10 10 02/19, CHG 1: 05/21 UTILITY MONITORING AND CONTROL SYSTEM

(UMCS) FRONT END AND INTEGRATION

DIVISION 26 - ELECTRICAL

26 08 00 11/21 APPARATUS INSPECTION AND TESTING

26 20 00 08/19, CHG 3: 11/21 INTERIOR DISTRIBUTION SYSTEM

26 24 13 08/21 SWITCHBOARDS

26 27 13.10 30 10/07, CHG 2: 08/18 ELECTRIC METERS

26 28 01.00 10 08/21 COORDINATED POWER SYSTEM PROTECTION

26 29 23 02/20, CHG 1: 05/21 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS

UNDER 600 VOLTS

26 33 53 05/19 STATIC UNINTERRUPTIBLE POWER SUPPLY

(UPS)

26 41 00 11/13 LIGHTNING PROTECTION SYSTEM

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

26 56 00 08/21 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 14.00 05/20 DISTRIBUTED ANTENNAE SYSTEMS (DAS)

27 05 28.36 40 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

27 13 23.00 40 COMMUNICATIONS OPTICAL BACKBONE CABLING

27 41 00 11/21 AUDIO-VISUAL SYSTEMS

27 51 19 11/22 SOUND MASKING SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 10 05 05/16 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76 08/20 INTERIOR FIRE ALARM AND MASS

NOTIFICATION SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 08/23 EARTHWORK

31 05 19.13 02/21 GEOTEXTILES FOR EARTHWORK

PROJECT TABLE OF CONTENTS Page 4

31 10 00 02/21 SITE CLEARING

DIVISION 32 - EXTERIOR IMPROVEMENTS

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

32 05 33 08/17 LANDSCAPE ESTABLISHMENT

32 11 20 05/22 BASE COURSE FOR RIGIDSUBBASEFOR

FLEXIBLE PAVING

32 12 13 05/17 BITUMINOUS TACK AND PRIME COATS

32 12 16.16 11/20 ROAD-MIX ASPHALT PAVING

32 13 13.06 05/20 PORTLAND CEMENT CONCRETE PAVEMENT FOR

ROADS AND SITE FACILITIES

32 16 19 05/18 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 08/16, CHG 5: 11/18 PAVEMENT MARKINGS

32 92 19 08/17, CHG 1: 08/21 SEEDING

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 01 30.72 11/21 RELINING SEWERS

33 40 00 11/21 STORMWATER UTILITIES

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

PROJECT TABLE OF CONTENTS Page 5

Volume 3 (Appendix)

APPENDIX

APPENDIX A Report of a Subsurface Exploration and Geotechnical

Engineering Evaluation

APPENDIX B Drainage report

APPENDIX C Army Publishing Directorate ABCA

(Abbreviations, Brevity Codes, and Acronyms)

APPENDIX D Local Area Credential Application (LARC) request

APPENDIX E List of 2025 West Point Policy Letters APPENDIX F West Point Parking Policy (U.S Army Garrison West Point Policy #11)

APPENDIX G Access to Cadet Barracks Area

(U.S Army Garrison West Point Policy #43)

APPENDIX H USMA Adverse Weather Policy 17-03

(Duty Status and Leave During Adverse Weather Situations)

APPENDIX I DPW Guideline: Integration of BAS on the Server in Major Renovation and New Construction Projects

APPENDIX J West Point Garrison Safety Nuclear Permit

(West Point APR Application format and Procedure)

APPENDIX K RMS 3.0 Contractor Request Initial Access Form

APPENDIX L Protection of Trees and Plans (U.S Military Academy Specification)

APPENDIX M Procedures for discoveries of human remains during archeological excavations (USMA CRM Standard Operating Procedure 15)

APPENDIX N Protection of archeological or historic artifacts

(USMA CRM Standard Operating Procedure 16-1)

APPENDIX O DD Form 1354 Transfer and Acceptance of DoD Real Property

APPENDIX P DPW SOP 11-17 ANNEX V Dig safe

APPENDIX Q West Point Unexploded Ordinance (UXO) Brochure

Appendix R USAG West Point New equipment inventory form

Appendix S Boring location plan, boring logs

Appendix T High Performance Sustainable Building (HPSB) Checklist

APPINDIX U West Point Building 606 Hazardous Materials Field Investigation Report

APPENDIX V West Point Building Owner’s Project Requirements (OPR)

APPENDIX W USACE Construction sign template

PROJECT TABLE OF CONTENTS Page 6

-- End of Project Table of Contents --

SECTION 01 11 00

SUMMARY OF WORK

08/15, CHG 2: 08/21

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Dig Safe Permit; G , RO

1.3 FAR 52.211-10 COMMENCEMENT, PROSECUTION AND COMPLETION

a. The Contractor must be required to (i) commence work under this Contract within five (5) calendar days after the date the Contractor receives the Notice to Proceed, (ii) prosecute the work diligently, and (iii) complete the entire work ready for use, not later than 1,160 calendar days after the date the Contractor receives the notice to proceed. The time stated for completion must include the final cleanup of the premises. (FAR 52.212-3)

b. The Contractor must furnish all labor, materials, equipment, and services for the following work as described in the construction documents.

c. All work must be in accordance with the drawings and specifications or instructions attached hereto and made a part thereof, or to be furnished hereafter by the Contracting Officer and subject, in every detail, to his supervision, direction, and instructions.

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 Project Description

The work includes the renovation and modernization of building 606. This project will include the renovation of a of a five-story facility totaling 125,804 SF for the United States Military Academy at West Point. Work includes general construction, electrical, communications, plumbing, HVAC, SECTION 01 11 00 Page 1 security, structural, civil and other disciplines. The building was first constructed in 1920 and has undergone several major renovations and additions. This will be the first full gut and renovation project since 1979. Functional spaces will include classrooms, offices, laboratories and support spaces. The existing five story connector walkway between east and west wings will be demolished and replaced with new building infill of the same height. The building will not be occupied during construction, and there is no requirement for any interior space to remain operational during construction. The building does contain asbestos and lead based paint as described in the hazardous materials report. This report is not all inclusive and additional materials may be discovered during construction.

1.4.2 Location

The work is located at the United States Military Academy, building 606, Thayer Walk, West Point, New York, 10996. The exact location is indicated within the project construction drawings. The site of the work is on the property for a military reservation and all rules and regulations issued by the Commanding Officer as referenced within the specifications covering general safety, security, sanitary requirements, etc.; must be observed by the Contractor. Applicable information is enclosed in the Appendix at the end of the specifications.

1.5 DFARS 236.204, DISCLOSURE OF THE MAGNITUDE OF CONSTRUCTION PROJECTS

This project is estimated between $100,000,000 and $250,000,000.

1.6 BASE BID AND OPTIONS

The following Base Bid and Optional work scope must be priced in the Price Schedule (included in Specification section 00), per the following Contract Line Items (CLIN's) for inclusion into the project with all materials, accessories, installation, labor and other costs as shown in the drawings and as specified herein. Items noted as Margin of Excellence (MOE) are project up-grades. The cost for MOE items shall be priced as the additive cost to upgrade per the listed scope above the base bid amount.

BASE BID:

CLIN 0001

All work associated with the renovation of Building 606 as per plans and specifications including pathways for all IT/ESS systems as listed in CLINS 0016-0023, exterior restoration and HAZMAT abatement; excluding the scope of work described in the CLINs below. (note this CLIN includes the cost of the storm water detention system, associated storm system piping and structures/catch basins. Refer to drawing sheet C-006).

CLIN 0002

All work outside of the 5-foot line surrounding the building: All work associated with concrete sidewalks/curbs associated with the project (outside the 5-foot line), including: potable / fire water, steam piping and sanitary sewer, and electrical secondary service shown on the civil drawings. This CLIN does not include all work associated with the sub-surface storm detention system and associated storm piping. Please refer to sheet C-006.

CLIN 0003

Mass & Trench Rock Excavation - this CLIN includes all work associated

SECTION 01 11 00 Page 2 with mass and trench rock removal within the 5-foot line building boundaries excluding new work excavation which should be part of CLINs (0004).

CLIN 0004

Mass and Trench Rock Excavation - this CLIN includes all work associated with mass and trench rock removal within the project boundaries for new work excavation which should be part of CLINs (0006).

CLIN 0005

Trench/Mass and Stormwater Detention Structure Rock Excavation - this CLIN includes all work associated with rock removal for mass excavation and trenches within the project boundaries. Specifically, this includes, but is not limited to, the excavation for the storm drainage, duct banks and other linear features as described in the construction drawings.

CLIN 0006

New Work - All New work in accordance with the plans / specifications and as outlined in Drawings A-005 - A-008.

CLIN 0007

Turnover of electronic and printed O/M manuals and as-builts. The contractor is to turn over all O/M manuals and as-built drawings as directed by the COR at the conclusion of construction.

OPTIONS:

CLIN 0008

Option 1: (MOE item # 1) Provide Resinous Matrix Terrazzo flooring finishes in corridors and hallways including inlaid medallions were indicated in finish plans, in lieu of base bid luxury vinyl tile flooring(LVT). Refer to MOE drawings in volume 2 for scope and resinous matrix terrazzo flooring specification section 09 66 23.

CLIN 0009

Option 2: Epoxy Fill Mortar Floor Leveling:

Provide additional epoxy fill mortar leveling to accommodate unforeseen existing floor slab conditions. This shall be in addition to the quantity specified in the Resinous Matrix Terrazzo flooring specifications section 09 66 23. This option shall include 1,000 Cubic feet (CF) of epoxy fill mortar

CLIN 0010

Option 3: Crack Isolation All work associated with providing crack suppression membrane at unforeseen areas in the concrete slab to receive terrazzo per CLIN 0008.

This option shall include membrane, accessories and installation to accommodate an additional 1000 LF of crack isolation, (beyond the quantity specified in section 09 66 23) installed per the approved manufacturer's written direction.

CLIN 0011

Option 4: (MOE item # 2) Provide a complete roof paver system and guardrail as indicated in drawings; provide roof top stair #14 as indicated in drawings as per the plans and specifications.

CLIN 0012

Option 5: All work associated with MOE item # 3.1 -3.3 (as indicated on drawings A-009-A-011 and on the MOE room schedule I-100.5) The cost for

SECTION 01 11 00 Page 3 this option shall be the additive cost to provide these finishes in lieu of the base bid finish scope.

3.1 Provide porcelain ceramic Tile - 202 wainscot and metal trim above tile 401 base where scheduled and indicated in elevations as per the plans and specifications.

3.2 Provide wood faced HPL wall panels and metal trim were indicated in drawings as per the plans and specifications.

3.3 Provide porcelain ceramic Tile - 401 base and metal trim at top of base were indicated in drawings as per the plans and specifications

CLIN 0013

Option 6: All work associated with MOE item # 4. Provide metal panel ceiling MPC-607 and MPC-608 were indicated in drawings as per the reflected ceiling plans and MOE finish schedule I-100.5.

CLIN 0014

Option 7: Provide all work to for an additional 500SF of concrete slab repair up to 3"deep using concrete or concrete underlayment. This is in addition to quantities listed on Detail G4/S-002.

Repair should be per E4/S-002 and similar to detail A9/S-302.

CLIN 0015

Option 8: Provide additional cementitious floor leveling, up to 3,000CF.

Can be used in any area of the building where slabs require additional leveling.

(note cementitious leveling is not appropriate for epoxy terrazzo floor areas) See spec section 09 26 23. Note this quantity is in addition to amounts specified.

CLIN 0016

Option #9: Wireless Access Points (WAP) - Provide and install as per the plans and specifications all cabling in support of the WAP system. All equipment will be GFGI. Note rough-in, pathways and conduit are included in CLIN 0001 and excluded here. Inventory and turn over existing equipment to the COR. Include all testing of all cabling.

CLIN 0017

Option #10: Cellular Distributed Antenna System (DAS) - Provide a complete C-Squared DAS system as per plans and specifications. This work is sole sourced to C -Squared, to provide and install a complete operational system. Note rough-in, pathways and conduit are included in CLIN 0001 and excluded here. Inventory and turn over any existing DAS equipment to the

COR.

CLIN 0018

Option #11: Scheduling System - Provide and install cabling in support of a scheduling system in accordance with plans and specifications. All equipment will be GFGI. Note rough-in, pathways and conduit are included in CLIN 0001 and excluded here.

CLIN 0019

Option #12: Audio Visual (A/V) - Provide and install cabling in support of all A/V up to the required room in accordance with plans and specifications. All equipment and internal room controls will be GFGI.

Note rough-in, pathways and conduit are included in CLIN 0001 and excluded here. Include testing of all cabling.

SECTION 01 11 00 Page 4

CLIN 0020

Option #13: Outside Plant Fiber - All work associated with installation of outside plant copper/fiber in accordance with plans and specifications (TN 701)

CLIN 0021

Option #14: Telecom cables, all voice and data (NIPR/WREN) - Provide and install cabling in support of all voice and data systems in accordance with plans and specifications. All equipment will be GFGI. Note rough-in, pathways and conduit are included in CLIN 0001 and excluded here. Include testing of all cabling.

CLIN 0022

Option #15: Intrusion Detection Systems (IDS)- Provide and install a complete sole source IDS in accordance with plans and specifications.

Note rough-in, pathways and conduit are included in CLIN 0001 and excluded here.

CLIN 0023

Option #16: CCTV - Provide and install cabling in support of all CCTV systems in accordance with plans and specifications. Include testing of cabling. All equipment will be GFGI. Note rough-in, pathways and conduit are included in CLIN 0001 and excluded here.

1.7 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 contract workers, existing work must be in a condition equal to or better than that which existed before new work started.

c. At Contractor's own expense, Contractor must immediately restore to service and repair any damage caused by Contractor's workmen to the existing piping and conduits, wires, cables, etc., of utility services or of fire protection systems and communications systems (including telephone). Contractor must provide immediate notification to the Contracting Officer and comply with verbal procedures to restore. The Contractor must immediately assemble personnel, equipment and material necessary to restore. Compliance with Contract Documents for quality installation must be included. The work must proceed at 24-hours per day until satisfactorily restored service is achieved. Fixing loose ends requires Contracting Officer approval to perform during normal working hours. The request to perform repairs during normal working hours requires Contracting Officer's written approval. The write up of procedures to repair must be submitted ASAP.

d. The Contractor must repair any damage to those facilities, including those that are the property of a third party, resulting from failure to comply with the requirements of this Contract or failure to exercise reasonable care in performing the work. If the Contractor fails or refuses to repair the damage promptly, the Contracting

SECTION 01 11 00 Page 5

Officer may have the necessary work performed and charge the cost to the Contractor.

1.8 AUTHORIZED CONSTRUCTION AREA AND TRESPASSING

Do not inflict damage upon land and properties outside the authorized construction area by unwarranted entry upon, passage through, damage to, or disposal of, material on such land or property. The Contractor may make a separate agreement with any other party, regarding the use of, or right to, land or facilities outside the Contract area. If such an agreement is made, it must be in writing and a copy must be provided to the Contracting Officer. The Contractor must hold and save the Government, its officers, and agents free from liability arising from trespassing or damage occasioned by his operations.

Work on or near roadways must be flagged in accordance with the safety requirements in Safety and Health Requirements Manual EM 385-1-1 , which forms a part of these specifications. Work located along the alert force route must not cause blockage, and the Contractor must maintain unobstructed access for alert force traffic at all times. Roadway construction must maintain two lanes of travel lanes when possible.

Coordinated with the Contracting Officer any potential lane closures 15 days in advance of construction blockage.

1.9 PRIVATIZED UTILITIES

USAG WP has privatized water, wastewater and electrical service. All utility work on these systems must be coordinated with the Utility System Owners: Electric = City Light and Power; Water and Wastewater = American Water Military Services. Primary point of contact for coordination is Robert Griffin, robert.w.griffin86.civ@army.mil (COR), and Victoria Sabel, victoria.k.sabel.ctr@army.mil (DPW Project Manager).

All work on privatized utilities to the point of demarcation indicated on the drawings must be completed by the utility system owner. The Contractor must closely coordinate the scope of utility work with the appropriate system owner to avoid conflicts and duplication. Project specified utility work by the System Owners must be paid directly by the government; costs associated with temporary utility services for Contractor use must be the Contractor’s responsibility.

1.10 LOCATION OF UNDERGROUND UTILITIES

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

No excavation whether minor or major including trenching, sidewalk replacement, etc. will be permitted without an approved digging permit.

Contractor must apply for renewal of work permits as required if the work continues beyond the original permit expiration date. Contact local utility locating service a minimum of 15 days prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on Contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities, and any

SECTION 01 11 00 Page 6 type of underground obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed.

Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.10.1 Notification Prior to Excavation

Notify the Contracting Officer at least 30 days prior to starting excavation work. The Contractor must be responsible for obtaining a West Point "Dig-Safe Permit" prior to commencing any excavation. The procedure for obtaining this "Dig-Safe Permit" is as follows:

a. The Contractor must notify the Contracting Officer in writing 30 working days prior to commencing excavation. Notification letter and a completed Dig Safe Permit Request will be submitted to the Contracting Officer and must include areas to be excavated, reason for excavation, depth of excavation, and supporting information such as drawings to allow the processing of permit. A copy of the Dig Safe Permit Request is attached below. The top portion of the request must be filled out by the Contractor. The Contractor cannot be compensated for delay caused by failure to notify government on timely basis to obtain the digging permit.

b. Once the permit is approved and signed by the Chief of the Utilities Division a Dig-Safe Permit will be issued to the Contractor. From the issuance of the Dig-Safe permit, the Contractor has two weeks to commence excavation, after that the permit will no longer be valid and will have to be re-submitted.

c. Once utilities have been identified and marked, it is the responsibility of the Contractor to maintain markings throughout the duration of the project.

d. In the event that utility line is damaged, all excavation will stop, and the Contracting Officer and U&FD (845-938-2818) will be contacted immediately. The U&FD will take appropriate action to effect safe repair. If utility lines are uncovered which were not identified in the Dig-Safe, the U&FD will be contacted, and a determination will be made as to which utility is involved and whether the lines are active or abandoned. When an unknown line is uncovered, it will be treated as "live" until determined otherwise.

e. The Dig-Safe permit may be received by the requestor with special instructions. These instructions must be complied with. These instructions will involve procedures that are determined safe by the Chief, Utilities and Facilities Division and will have to be followed.

f. Excavation may generate further actions depending upon each situation. Unknown utility locations must be recorded and drawings changed to show location.

g. There are no exceptions to the Dig-Safe Permit process.

h. See DPW SOP 11-17 ANNEX V enclosed in the Appendix at the end of the specifications for additional requirements to obtain a Dig Safe Permit.

SECTION 01 11 00 Page 7

1.11 INTEGRATION OF BUILDING AUTOMATION SYSTEM (BAS) INTO THE UTILITY

MONITORING AND CONTROL (UMCS) IN THE WEST POINT PROJECTS

Coordinate with DPW Energy manager Bass Shakra @ bass.a.shakra.civ@army.mil for BAS and integration into the UMCS for the West Point projects. See the following, and DPW, BAS Guidelines in the Appendix for more information.

a. Integration of the project's BAS on the existisng UMCS server is required for West Point projects. The integration must be commissioned under the USACE supervision, and must pass before the project delivery and official acceptance.

b. Provide and deliver the computer for government approval to use for the integration and coordinate pick up with the DPW Energy manager for imaging (latest Niagara version in use at West Point). Contact DPW Energy Manager for the latest specifications of the computer, with enough lead time prior to the integration work start time, to accomodate the DPW IT schedule as they will be doing the imaging.

c. Integrate BAS through a contractor provided and government approved computer, on site, and NOT remotely, as remote access to the server is not allowed by NEC.

d. Contractors must use government approved computer user account(s) processed by the Energy Branch of DPW. Contact POC, Bass Shakra, for SAAR (DD-2875), the AUP forms, and the Cyber-Awareness Challenge Certificate of the contractor(s) who are going to do the integration of the BAS on the existing server.

DPW Energy Manager will process the paperwork through DPW IT, and NEC to create a Niagara user account on the server for the contractor. DPW Energy manager will be "Supervisor" for the contractor, in terms of the basic computer account and the Niagara user account, signing Blocks 17-18 of DD-2875.

e. One-Year Warrantee Periods starts after the PVT and training, where the BAS would be connected to the server and NIPR. During the 50 week warrantee peiod, the controls contractor providing the warrantee must be available on site within a reasonable amount of time to address the deficiencies, as remoting into the BAS with VPN would not be allowed.

The reasonable amount of time is determined in compliance with the goal of keeping the BAS operating as specified and accepted by the government, and to cause the least interference with the mission and the government normal business. Unscheduled and unavoidable interference must be coordinated with the COR to minimize interrupted service and building occupants' discomfort.

f. Coordinate and schedule with COR for BAS Training of DPW personnel (O & M). Refer to Section 01 78 23 CLOSEOUT SUBMITTALS.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 11 00 Page 8

-- End of Section --

SECTION 01 11 00 Page 9

SECTION 01 14 00

WORK RESTRICTIONS

11/11, CHG 13: 08/21

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

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

b. Thayer Walk, the Ridgway/Sherman South Ramp, and areas within CEAC contract limit 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.

Roadway construction must maintain two lanes of travel lanes when possible. Coordinated with the Contracting Officer any potential lane closures 15 days in advance of construction blockage.

c. Permission to interrupt any Activity roads, adjacent project accessways and ramps or utility service must 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 Visitor Access/Contractor Badging

See the Local Area Credential Application (LARC) request. Complete these forms and submit at the West Point Visitor's Center. Ensure that COR information is included on the LARC request form (a copy is included in the appendix at the end of the specifications). Failure to obtain entry approval of contractor and subcontractor employees will not affect the contract price or period of performance.

All visitors must follow the visitor policy shown at the address below.

This must be filled out by all contractors in order to receive a contractor’s badge.

Visitor

Policy/Badging:

https://home.army.mil/westpoint/index.php/about/visitor-information

SECTION 01 14 00 Page 1

1.3.1.1 Construction Vehicles Access

Installation access for construction vehicles through Stoney Lonesome Gate only.

1.3.2 Installation Policy Letters

Adhere to West Point Policy Letters at https://home.army.mil/westpoint/index.php/about/policy-letters

All policy letters must be reviewed by the Contractor. A list of signed policy letters is included in the appendix at the end of the specifications. The contractor must also refer to the policy letter webpage to ensure compliance with current letters. Ensure compliance with policy letter 11 and 12, daily. Those policies and associated diagrams are attachments in the Appendix at the end of the specifications.

1.3.3 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.

1.3.3.1 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.

1.3.3.2 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.

1.3.4 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 unless otherwise approved by the Contracting Officer.

1.3.5 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.Refer to the "Utility Cutovers

SECTION 01 14 00 Page 2 and Interruptions" paragraph, item c, for more info on cutover requirements.

1.3.6 Exclusionary Period

No work, including deliveries, may be performed during the period listed below without prior written approval of the Contracting Officer. These periods have been considered in computing the time allowed for the performance of this Contract.

a. Graduation Week: Three days in May 2025 and so forth.

b. Reception Day: One day in July 2025 and so forth.

c. Exam week(s): One week in May 2025, Dec 2025 and so forth.

d. All Government Holidays: Eleven (11) days per Calendar year.

e. Football Home Games: Five (5) home football games per year. Exact dates will be furnished to the Contractor on request in the year that they will occur.

f. The Contractor should anticipate six (6) additional days each calendar year on which no physical work must be performed. These will be at the Governments discretion. The actual "No Work" days will be confirmed by the Government during the work phase in conjunction with the construction plan approval. The Contractor's schedule must reflect the above anticipated "no work" days. These dates ARE considered in computing the time allowed for the performance of this contract.

1.3.7 Adverse Weather

Contractor is to adhere to the Installation's Adverse Weather Policy.

On-site construction is not allowed during CODE RED and these times/days are to be considered adverse weather days as described by the Contract.

Contractor may work during CODE WHITE. Refer to USMA Adverse Weather Policy enclosed in the Appendix at the end of the specifications.

1.3.8 Occupied Buildings

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

The existing buildings and their contents must be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

Provide dust covers or protective enclosures to protect existing work that remains, and Government material located in the project site during the construction period.

Leave attached equipment in place, and protect them against damage, or temporarily disconnect, relocate, protect, and reinstall them at the completion of the work.

1.3.9 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or

SECTION 01 14 00 Page 3 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. The Contractor is advised that the existing utilities service other buildings or areas adjacent to the specific work sites. These buildings will be active and utilized for the entire period of this contract. The Contractor must maintain all utilities and systems operational at all times except outages approved by the Contracting Officer.

d. All utility outages must be scheduled by the Contractor and approved by the Contracting Officer in coordination with the system owner,USMA DPW and/or Privatized Utility provider. No outage will be approved which will adversely affect the current operation or mission accomplishment. Outages must only be approved to perform tie-ins of new or temporary utilities to existing lines. No electric or gas outages will be approved during the heating season. "Live"/"hot" utility connections must be used whenever possible as to minimize end user down time. At USMA, electric service has been privatized and that entity will be responsible for all utility outages, disconnects and connections. Contractor must submit a written work plan and have it approved by the Contracting Officer 30 days prior to planned outage to ensure proper union notification. The Contractor must also be responsible for any repairs or start-up procedures in the affected facilities caused by the outages. The Contractor must coordinate with the Contracting Officer and representatives of the Installation regarding the work that the Contractor must accomplish in various buildings to re-establish the utilities to proper working conditions.

The request for the approval of a utility outage must include, at minimum, the following: description of the utility; time and duration of the outage; areas and systems affected; proof that all preparatory work is complete; proof that all necessary materials, equipment and manpower are in place; utility lines have been verified; and a contingency plan is in place.

e. Utility outage work must be scheduled at the convenience of the Government. Night and weekend work may be required and should be anticipated by the Contractor.

f. The Contractor must have on-site all materials, equipment, manpower, etc. to complete all work during the approved duration of the outage.

All utilities and systems must be fully tested and operational prior to the end of the approved outage. Unscheduled outages must be repaired immediately. Repairs and corrective actions must proceed continuously in a diligent manner until all services and utilities are restored to their original condition.

1.3.10 Working Conditions

a. Open trenches or road restrictions will not be permitted without the approval of the Contracting Officer.

b. Access ways must be fully usable.

c. All cost for conformance with the above stated requirements must be included with the contract amount and no claim for extra cost must be

SECTION 01 14 00 Page 4 considered.

1.3.11 AT/FP-IDENTIFICATION FOR CONTRACTOR PERSONNEL

For contractors that do not require CAC, but require access to a DoD facility or the installation, the contractor and all associated sub-contractors employees must comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05/AR 190-13). This is also for all employees who will be entering Army-controlled installations or facilities (Central Area/Restricted area). Applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative) must be adhered to.

Documentation of these checks will be made available to the COR and security personnel upon request.

a. The company will have a law enforcement background and NCIC check completed for all employees who will be entering Army-controlled installations or facilities (central area/Restricted area).

Documentation of these checks will be made available to the Contracting Officer upon request.

b. The company will ensure that its employees entering Army-controlled installations or facilities have obtained access badges and passes (if required) in accordance with facility regulations and that these badges and passes are obtained in advance so as not to delay the accomplishment of contracted services.

c. The company will return all issued U.S. Government Common Access Cards, installation badges, and/or access passes to the COR when the contract is completed or when a contractor employee no longer requires access to the installation or facility.

1.3.12 DOD Level 1 Antiterrorism (AT Standards Clause (as of 1 July 14)

When annotated on the AT/OPSEC cover sheet Contractors are required to complete this training.

a. Pursuant to Department of Defense Instruction Number 2000.16, "DoD Antiterrorism (AT) Standards," dated October 2, 2006, each contractor employee requiring access to a Federally-controlled installation, facility and/or Federally-controlled information system(s) must complete Level I AT Awareness Training on an annual basis and receive a certificate of completion. The training is accessible from any computer and is available at http://jko.jten.mil/ follow the below instructions:

1. Click - DOD CAC or No DOD CAC

2. Next click - I am a U.S. mil, government civil servant, or contract employee

3. Next click - I've been directed to take required training on JKO

4. Next click - Courses

5. I do not have a .MIL, .GOV, or .NDU.EDU address or I am a Multi-National Student

SECTION 01 14 00 Page 5

6. Fill out the contact sheet and email to sponsor (COR)

7. Sponsor (COR) will email to the JKO help desk

a. The COR and contractor are responsible for ensuring that all applicable employees have completed antiterrorism awareness training and must certify that their workforce has completed the training through the submission of completion certificate(s) to the Contracting Officer and the Contracting Officer's Representative (if appointed) within five working days after contract award or prior to access to a Federally- controlled installation or information system.

b. In the event that the automated system is not available (e.g., server problems), Level I AT Awareness Training can be provided by a qualified instructor. However, if the training is not completed online, the Level I AT Awareness Instructor qualification must be coordinated with the Installation Antiterrorism Officer (or Installation Security equivalent) and the resultant name(s) of approved instructors must be provided the contracting officer or designee along with all associated cost or schedule impacts to the contract.

c. Antiterrorism performance (Level I AT Awareness Training attendance and compliance) may be documented as a performance metric under the resultant contract, and be part of past performance information in support of future source selections.

d. Documentation of this training will be made available to the Installation Antiterrorism Officer upon request.

1.3.13 Contracting Officer Representative (COR)

a. Will ensure that all contractors/subcontractors are processed for a background check or National Agency Check with Inquiry (NACI) as needed. The background check is the minimal investigation to be adjudicated for a USMA Identification Card (yellow badge) versus the NACI, which requires fingerprinting and submission of EQIP. NACIs are required for contractors/subcontractors that require a CAC and/or government computer accounts.

b. Will ensure that the USMA Form 13-16, Personnel Background Check, dated Apr 06, is correctly completed and signed by the COR who is a properly cleared Federal Employee.

c. Will ensure that the USMA Form 13-16, Personnel Background Check, dated Apr 06, is submitted within 10 days prior to personnel starting projects on West Point, depending on when contract is awarded and work is scheduled to start. Waivers are made for the 10 day suspense on a case by case basis, in emergency situations as needed only.

d. Will ensure that all identified contractors requiring a CAC and/or government computer access, submit fingerprints and complete a NACI investigation submission via EQIP, prior to being issued a CAC and/or given access to the government computer network.

e. Will ensure that all government issued identification and vehicle stickers are confiscated from contractors/subcontractors upon termination of employment or end of project. These items will be

SECTION 01 14 00 Page 6 returned to MPD and DES.

f. Will ensure that all contractors requiring access to the Installation have completed antiterrorism awareness training and must certify that their workforce has completed the training through the submission of completion certificate(s) to the Contracting Officer

1.3.14 Force Protection Conditions (FPCON's) Clause

a. During higher Force Protection Conditions (FPCON's) Contract personnel are required to comply with all Antiterrorism policies and procedures while on the installation. Contract personnel may be directed to enter the installation through certain access control points where they can best be identified and searched. Contractor personnel may be prohibited from certain portions of the installation during exercises and actual emergencies.

b. Contractors will comply with parking restrictions and will not…