Vol 1 WP Lincoln Hall Revised RTA Specifications 1 MAR 2023.pdf

U.S. Army Corps of Engineers New York District

SPECIFICATIONS

Lincoln Hall

Renovation & Modernization United States Military Academy West Point, NY March 1, 2023

Revised RTA Submission

Volume 1 of 3:

Specifications

Contract #: W912DS-19-C-0031

West Point, NY Contract #W912DS19C0031 Lincoln Hall Revised RTA Submission 1 March 2023

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 00 00 06/15 SEALS PAGE

00 00 01 01/18 COVER SHEET

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 08/15 SUMMARY OF WORK

01 14 00 11/11 WORK RESTRICTIONS

01 20 00 11/20 PRICE AND PAYMENT PROCEDURES

01 30 00 11/20 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 02/15 PROJECT SCHEDULE

01 33 00 08/18 SUBMITTAL PROCEDURES

01 33 29 02/17 SUSTAINABILITY REPORTING

01 35 26 11/20 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 11/16 QUALITY CONTROL

01 45 00.15 10 11/16 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 45 35 11/20 SPECIAL INSPECTIONS

01 50 00 11/20 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 11/15 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 08/19 PROJECT IDENTIFICATION

01 74 19 02/19 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 05/19 CLOSEOUT SUBMITTALS

01 78 23 08/15 OPERATION AND MAINTENANCE DATA

01 78 24.00 10 05/18 FACILITY DATA REQUIREMENTS

01 91 00.15 10 05/19 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 05/10 DEMOLITION AND DECONSTRUCTION

02 82 00 11/18 ASBESTOS REMEDIATION

02 83 00 11/18 LEAD REMEDIATION

02 85 00 11/18, CHG 1: 05/22 MOLD REMEDIATION

DIVISION 03 - CONCRETE

03 30 00 02/19 CAST-IN-PLACE CONCRETE

03 42 13.00 10 05/16 PLANT-PRECAST CONCRETE PRODUCTS FOR

BELOW GRADE CONSTRUCTION

03 45 00 05/16 PRECAST ARCHITECTURAL CONCRETE

DIVISION 04 - MASONRY

04 03 00 11/17 CONSERVATION TREATMENT FOR PERIOD

MASONRY

04 03 10 02/22 CAST STONE RESTORATION

04 20 00 11/15 UNIT MASONRY

DIVISION 05 - METALS

05 12 00 08/18 STRUCTURAL STEEL

05 30 00 05/15 STEEL DECKS

05 50 13 05/17 MISCELLANEOUS METAL FABRICATIONS

PROJECT TABLE OF CONTENTS Page 1

VOLUME 1

05 51 00 02/17 METAL STAIRS

05 51 33 02/16 METAL LADDERS

05 52 00 02/18 METAL RAILINGS

05 72 00 05/18 DECORATIVE METAL SPECIALTIES

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

06 10 00 08/16 ROUGH CARPENTRY

06 20 00 08/16 FINISH CARPENTRY

06 41 16.00 10 08/10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL

CABINETS

06 61 16 08/20 SOLID SURFACING FABRICATIONS

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 13 53 02/16, CHG 1: 08/17 ELASTOMERIC SHEET WATERPROOFING

07 14 00 02/12 FLUID-APPLIED WATERPROOFING

07 21 13 02/16 BOARD AND BLOCK INSULATION

07 21 16 11/11 MINERAL FIBER BLANKET INSULATION

07 22 00 02/16 ROOF AND DECK INSULATION

07 27 10.00 10 08/19 BUILDING AIR BARRIER SYSTEM

07 27 19.01 05/17, CHG 2: 08/20 SELF-ADHERING AIR BARRIERS

07 27 36 05/17 SPRAY FOAM AIR BARRIERS

07 52 00 05/12 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 56 00 10/12 FLUID-APPLIED ROOFING

07 60 00 05/17 FLASHING AND SHEET METAL

07 62 13 08/09 COPPER SHEET METAL FLASHING AND TRIM

07 81 00 02/11 SPRAY-APPLIED FIREPROOFING

07 84 00 05/10 FIRESTOPPING

07 92 00 08/16 JOINT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 01 52 08/09 OPERATION AND MAINTENANCE OF WOOD DOORS

08 11 13 08/20 STEEL DOORS AND FRAMES

08 11 16 05/17 ALUMINUM DOORS AND FRAMES

08 14 00 08/16 WOOD DOORS

08 31 00 05/17 ACCESS DOORS AND PANELS

08 41 13 08/18 ALUMINUM-FRAMED ENTRANCES AND

STOREFRONTS

08 51 13 05/19 ALUMINUM WINDOWS

08 71 00 02/16 DOOR HARDWARE

08 81 00 05/19 GLAZING

08 87 23.13 08/09 SAFETY FILMS

08 91 00 08/20 METAL WALL LOUVERS

DI VI SI ON 09 - FI NI SHES

09 01 90.50 05/09 PREPARATION OF HISTORIC WOOD AND METAL

SURFACES FOR PAINTING

09 22 00 02/10 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 22 36 01/08 LATH

09 23 00 08/16 GYPSUM PLASTERING

09 29 00 08/16 GYPSUM BOARD

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

09 51 00 08/20 ACOUSTICAL CEILINGS

09 62 38 08/17 STATIC-CONTROL FLOORING

09 65 00 08/10 RESILIENT FLOORING

09 66 23 08/16 RESINOUS MATRIX TERRAZZO FLOORING

PROJECT TABLE OF CONTENTS Page 2

09 67 23.13 11/19 STANDARD RESINOUS FLOORING

09 68 00 11/17 CARPETING

09 72 00 08/17 WALLCOVERINGS

09 84 20 08/16 ACOUSTICAL WALL PANELS

09 90 00 05/11 PAINTS AND COATINGS

09 96 00 11/14 HIGH-PERFORMANCE COATINGS

DI VI SI ON 10 - SPECI ALTI ES

10 11 00 08/20 VISUAL DISPLAY UNITS

10 14 00.10 08/17 EXTERIOR SIGNAGE

10 14 00.20 08/20 INTERIOR SIGNAGE

10 21 13 08/20 TOILET COMPARTMENTS

10 21 23.16 04/06 CUBICLE TRACK AND HARDWARE

10 26 00 08/20 WALL AND DOOR PROTECTION

10 28 13 08/20 TOILET ACCESSORIES

10 44 16 11/19 FIRE EXTINGUISHERS

DI VI SI ON 11 - EQUI PMENT

11 05 40 08/17, CHG 1: 02/18 COMMON WORK RESULTS FOR FOODSERVICE

EQUIPMENT

11 06 40.13 08/17 FOODSERVICE EQUIPMENT SCHEDULE

11 31 13 08/17 ELECTRIC KITCHEN EQUIPMENT

11 41 11 08/17 REFRIGERATED AND FROZEN FOOD STORAGE

EQUIPMENT

11 47 00 08/17 ICE MACHINES

DI VI SI ON 12 - FURNI SHI NGS

12 22 00 08/16 CURTAINS AND DRAPES

12 24 13 08/20 ROLLER WINDOW SHADES

12 48 13 08/17 ENTRANCE FLOOR MATS AND FRAMES

12 50 00.13 10 08/17 FURNITURE AND FURNITURE INSTALLATION

12 59 00 08/17 SYSTEMS FURNITURE

DI VI SI ON 14 - CONVEYI NG EQUI PMENT

14 21 23 05/16 ELECTRIC TRACTION PASSENGER ELEVATORS

DI VI SI ON 21 - FI RE SUPPRESSI ON

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

PROTECTION

DI VI SI ON 22 - PLUMBI NG

22 00 00 11/15 PLUMBING, GENERAL PURPOSE

22 13 29 02/11 SANITARY SEWERAGE PUMPS

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

23 05 15 02/14 COMMON PIPING FOR HVAC

23 05 48.19 05/18, CHG 2: 08/20 BRACING FOR HVAC

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

HVAC

23 07 00 02/13 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 09 00 02/19 INSTRUMENTATION AND CONTROL FOR HVAC

PROJECT TABLE OF CONTENTS Page 3

23 09 13 11/15 INSTRUMENTATION AND CONTROL DEVICES

FOR HVAC

23 09 23.01 02/19 LONWORKS DIRECT DIGITAL CONTROL FOR

HVAC AND OTHER BUILDING CONTROL SYSTEMS

23 21 23 08/17 HYDRONIC PUMPS

23 30 00 05/20 HVAC AIR DISTRIBUTION

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

WATER AND STEAM HEAT EXCHANGERS

23 81 23 11/20 COMPUTER ROOM AIR CONDITIONING UNITS

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 05 11.21 11/17 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS FIRE AND LIFE SAFETY

(FLS)

25 05 11.23 11/17 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS UTILITY MONITORING AND

CONTROL SYSTEM (UMCS)

25 05 11.26 11/17 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS UTILITY CONTROL SYSTEM

(UCS)

25 08 10 04/06 UTILITY MONITORING AND CONTROL SYSTEM

TESTING

25 10 10 02/19 UTILITY MONITORING AND CONTROL SYSTEM

(UMCS) FRONT END AND INTEGRATION

DI VI SI ON 26 - ELECTRI CAL

26 08 00 08/08 APPARATUS INSPECTION AND TESTING

26 20 00 08/19 INTERIOR DISTRIBUTION SYSTEM

26 24 13 05/15 SWITCHBOARDS

26 27 14.00 20 02/11 ELECTRICITY METERING

26 28 01.00 10 10/07 COORDINATED POWER SYSTEM PROTECTION

26 29 23 02/20 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS

UNDER 600 VOLTS

26 41 00 11/13 LIGHTNING PROTECTION SYSTEM

26 51 00 05/20 INTERIOR LIGHTING

26 56 00 05/20 EXTERIOR LIGHTING

DI VI SI ON 27 - COMMUNI CATI ONS

27 05 14.00 10 04/06 DISTRIBUTED ANTENNA SYSTEM (DAS)

27 05 28.36 40 05/17 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

27 53 19.13 05/20 FIRST RESPONDER DISTRIBUTED ANTENNAE

SYSTEMS (DAS)

DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY

28 08 10 05/16 ELECTRONIC SECURITY SYSTEM ACCEPTANCE

TESTING

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

28 31 76 08/20 INTERIOR FIRE ALARM AND MASS

NOTIFICATION SYSTEM, ADDRESSABLE

DI VI SI ON 31 - EARTHWORK

31 00 00 08/08 EARTHWORK

PROJECT TABLE OF CONTENTS Page 4

31 05 19 08/08 GEOTEXTILE

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 05 33 08/17 LANDSCAPE ESTABLISHMENT

32 11 23 08/17 AGGREGATE BASE COURSES

32 12 13 05/17 BITUMINOUS TACK AND PRIME COATS

32 12 16.16 11/20 ROAD-MIX ASPHALT PAVING

32 16 19 05/18 CONCRETE CURBS, INTEGRAL CURBS, AND

SIDEWALKS

32 17 23 08/16 PAVEMENT MARKINGS

32 92 19 08/17 SEEDING

32 92 23 04/06 SODDING

32 93 00 08/17 EXTERIOR PLANTS

DI VI SI ON 33 - UTI LI TI ES

33 11 00 02/18 WATER UTILITY DISTRIBUTION PIPING

33 30 00 05/18 SANITARY SEWERAGE

33 40 00 02/10 STORM DRAINAGE UTILITIES

33 71 02 02/15 UNDERGROUND ELECTRICAL DISTRIBUTION

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

-- End of Project Table of Contents --

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SECTION 00 00 00

SEALS PAGE

06/15

PART 1 SUMMARY

1.1 SEALS AND SIGNATURES

Professional Certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed Professional Architect.

Profession Architecture.

License No. VA 0401015587.

Expiration Date: 02/29/2024.

Professional Certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed Professional Engineer.

Profession Structural.

License No. VA 031804.

Expiration Date: 01/31/2024.

Professional Certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed Professional Certified Interior Designer.

Profession Interior Design.

License No. VA 0412000817.

Expiration Date: 10/31/2023.

DOCUMENT 00 00 00 Page 1

SvobodaM New Stamp

SvobodaM New Stamp

SvobodaM New Stamp

Professional Certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed Professional Engineer.

Profession Fire Protection.

License No. VA 030373.

Expiration Date: 02/28/2025.

Professional Certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed Professional Engineer.

Profession Mechanical.

License No. VA 033845.

Expiration Date: 01/31/2025.

Professional Certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed Professional Engineer.

Profession Electrical.

License No. VA 0402047869.

Expiration Date: 06/30/2023.

DOCUMENT 00 00 00 Page 2

SvobodaM New Stamp

SvobodaM New Stamp

Professional Certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed Professional Registered Communications Distribution Designer.

Profession Telecom.

License No. BICSI ID#112947.

Expiration Date: 12/31/2024.

Professional Certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed Professional Engineer.

Profession Civil.

License No. NY 076240-1.

Expiration Date: 06/30/2025.

Professional Certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed Professional Architect.

Profession Landscape Architecture.

License No. NY 001981.

Expiration Date: 10/31/2025.

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DOCUMENT 00 00 00 Page 4

SECTION 00 00 01

COVER SHEET

01/18

PART 1 GENERAL

NEW YORK DI STRI CT

CORPS OF ENGI NEERS

NEW YORK, NEW YORK 10278- 0090

I NVI TATI ON FOR BI DS

FOR

LI NCOLN HALL RENOVATI ON AND MODERNI ZATI ON

Uni t ed St at es Mi l i t ar y Academy

WWest Poi nt , NY

1. Attached is INVITATION FOR BIDS (IFB) NO. W912DS-21-D-0000

2. BIDS MUST BE SET FORTH full, accurate, and complete information as required by this Invitation for Bids, including attachments. The penalty for making false statements in bids is prescribed under Title 18, United States Code, Section 1001.

3. SUBMISSION OF BIDS: Complete details concerning proper submission of bids are contained in the INSTRUCTIONS, CONDITIONS, AND NOTICES TO BIDDERS (Section 00 21 16).

4. Note the REQUIREMENT FOR AFFIRMATIVE ACTION of the EQUAL OPPORTUNITY clause as it applies to the contract resulting from this solicitation. (See paragraph NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY in Section 00 21 16 of this IFB).

5. REPRESENTATIONS AND CERTIFICATIONS - SECTION 00 45 00 as completed by USACE Bidders and Offerors are required to complete the REPRESENTATIONS AND CERTIFICATIONS and submit them with their bids.

Within Section 00 45 00, note in particular the PROHIBITION SEGREGATED FACILITIES. Failure of a bidder or offeror to agree to the certification will render his bid or offer non-responsive to the terms of solicitations involving awards of contracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity Clause

(1984 APR).

7. Please review all bonds and accompanying documents required to be submitted. Bonds, Powers of Attorney, statements of authenticity and continuing validity, and all related documents MUST NOT bear computer printer-generated signatures and/or seals. Documents bearing signatures and/or seals generated as part of a document, as opposed to being affixed to the document after its generation, will not be accepted. Submission of such documents may render the bid or offer non-responsive and ineligible for award.

DOCUMENT 00 00 01 Page 1

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

DOCUMENT 00 00 01 Page 2

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 DEFINITIONS

a. As set forth in UFC 1-300-02, Change 3, 18 May 2021, 2-3.1, in project specifications directed to the Construction Contractor, replace the word "shall" with the word "must."

1.2 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

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Dig Safe Permit

1.4 GENERAL

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 810 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.

SECTION 01 11 00 Page 1

1.5 WORK COVERED BY CONTRACT DOCUMENTS

1.5.1 Project Description

The work includes the renovation of Lincoln Hall and its supporting facilities. Lincoln Hall is a large, 60,495 SF historically significant building on the United States Military Academy Campus that currently houses academic classrooms and offices. It is seven stories above grade on the east side of the building and four stories above grade to the west side of the building. The building use will change primarily administrative use housing offices for the Staff Judge Advocate, USMA Admissions Department, the Directorate of Cadet Activities Academy Store, and the Academy Multimedia Department.

Improvements include the repair, replacement, and cleaning of exterior facade elements; conversion of 4th floor space into a television studio and associated control rooms; video editing suites; provision of a new service elevator; insulation of exterior walls; new ceilings, floors, and finishes; mechanical and plumbing systems; electrical system;

telecommunications; and civil/connections to the utilities. Support facilities include a new dunnage platform in the service yard to the south of Lincoln Hall.

During construction, the contractor must monitor archaeological resources. All digging within the historically sensitive areas of post is to be done with the oversight of DPW Cultural Resource Officer.

1.5.2 Base Bid and Options - see price schedule

Base Bid

CLIN 0001: All work associated with the renovation of Lincoln Hall, Building 607 as per plans and specifications including the infrastructure only for CLINs (7,8, 9, 10, 11 and 12), excluding all Base/Optional CLINs below.

CLIN 0001A - In Situ Cast Stone Repair - Repair Damaged cast stone in accordance with A-900 drawing series and Specification Section 04 03 00 CONSERVATION TREATMENT FOR PERIOD MASONRY and 04 03 10 CAST STONE RESTORATION. Include cost for CLIN 0001A in CLIN 0001. Provide a unit price for cast stone in situ repair, should additional repairs be needed due to continued deterioration.

CLIN 0001B - Cast Stone Replacement - Replace cast stone that is so severely damaged it cannot be repaired in accordance with A-900 drawing series and Specification Section 04 03 00 CONSERVATION TREATMENT FOR PERIOD MASONRY and 04 03 10 CAST STONE RESTORATION.

Include cost for CLIN 0001B in CLIN 0001. Provide a unit price for cast stone replacement, should additional repairs be needed due to continued deterioration.

CLIN 0002: Work outside of the 5’ line surrounding the building - All work associated with concrete sidewalks/curbs associated with the project, and the following outside the 5-foot line: Storm Drainage, Communications ductbank, and Electrical ductbank (ES) as depicted on drawing sheet CU101.

CLIN 0003: Mass Rock Excavation - this CLIN includes all work associated with mass rock removal within the project boundaries. Specifically, this includes, but is not limited to, the excavation of the elevator pit

SECTION 01 11 00 Page 2 depicted on Structural Drawing S-101 and S-402.

CLIN 0004: Trench Rock Excavation - this CLIN includes all work associated with rock removal for 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 0005: Supporting Facilities - Work associated with new supporting facilities including the Mechanical Yard footings and framing as described in the architectural drawing A-102 and structural drawings S-102 and S-103. Enclosure of the North Wing SallyPort including all work associated with the storefront window system as depicted in the architectural drawings A-101, A-203 and A-204 and described in this section. Repair of the North Wing retaining wall as described in this section and shown on CS101 note 11.

CLIN 0006: Turnover of O/M manuals and as-builts. The contractor is to turnover all O/M manuals and as-built drawings as directed by the COR at the conclusion of construction.

Optional Items

CLIN 0007 - OPTION 1: Security (Intrusion Detection System) All additional work as per the plans and specifications that are not part of CLIN 0001 specifically relating to the intrusion detection system (IDS) for the Cadet Store. This CLIN does not include access control to the building.

CLIN 0008 - OPTION 2: Cellular Distributed Antenna System - All work associated with CFCI Cellular DAS including but not limited to head-end equipment, cabling, devices, integration, and testing as described in the plans and specifications. Rough-in, pathway, conduit, etc. is included in CLIN 0001, and not included in this CLIN. Provide new devices, amplifiers, etc. through C-squared. Inventory and turn over old devices to Gary Albaugh in USMA G6.

CLIN 0009 - Option #3: Wireless Access Points - All additional work as per the plans and specifications including cabling devices and head-end work for wireless access points. Rough-in, pathways and conduit is included in CLIN 0001 and excluded here. Provide new devices, amplifiers, etc. through C-squared. Inventory and turn over old devices to Gary Albaugh, USMA G6. Equipment that is existing to be relocated or new equipment will be provided by the government and installed by the contractor.

CLIN 0010 - Option #4: Outside Plant Fiber - All work associated with installation of outside plant fiber in accordance with plans and specifications back to Building 600. The fiber supporting the Television Studio is to be run from Building 600, as detailed in the telecommunication plans. The other OSP fiber supporting Lincoln Hall is extended from the telecommunications installation during the Cullum Hall project. Please see the telecommunications drawings for additional information.

CLIN 0011 - Not Used.

CLIN 0012 - Option #6: Communications - All additional communications work per plans and specifications that is not specifically included in the

SECTION 01 11 00 Page 3 preceding CLINs.

1.5.3 Location

The work is located at the United States Military Academy at West Point, New York, 10996, Lincoln Hall. 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 covering general safety, security, and sanitary requirements, etc., must be observed by the Contractor.

1.6 DFARS 236.204, DISCLOSURE OF THE MAGNITUDE OF CONSTRUCTION PROJECTS

This project is estimated between $25,000,000 and $100,000,000.

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 operations, 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 of the Contracting Officer and 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 Contractor'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 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

SECTION 01 11 00 Page 4 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 shall be coordinated with the Utility System Owners; Electric = City Light and Power; Water and Wastewater = American Water Federal Services.

Primary point of contact for coordination are:

Robert Griffin robert.w.griffin86.civ@army.mil Contracting Officer's Representative

Victoria Sabel victoria.k.sabel.ctr@army.mil Department of Public Works Project Manager

All work on privatized utilities to the point of demarcation indicated on the drawings shall be completed by the utility system owner. The contractor shall 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 shall be paid directly by the government; costs associated with temporary utility services for Contractor use shall 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 type of underground obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be

SECTION 01 11 00 Page 5 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" and call 811 Dig Safely NY 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 that involve procedures determined safe by the Chief, Utilities and Facilities Division. Comply with these instructions.

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 SOP 11-7 ANNEX V for additional requirements to obtain a Dig Safe Permit.

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

MONITORING AND CONTROL (UMCS)

Coordinate with DPW Energy manager Bass Shakra @

SECTION 01 11 00 Page 6 bass.a.shakra.civ@army.mil for BAS and integration into the UMCS for the West Point projects. Guidelines are as follows; See attached DPW Guidelines for more information.

a. Integration of the project's BAS on the existing UMCS server isrequired 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 goverment approval to use forthe 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 accommodate the DPW IT schedule as they will be doing the imaging.

c. Integrate BAS through a contractor provided and governmentapproved 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 Warranty Period starts after the PVT and training, wherethe BAS would be connected to the server and NIPR. During the 50 week warranty period, the controls contractor providing the warranty must be available on site within a reasonable amount of time to address the deficiencies, as remote connection 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 coordination 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.

g. Include the following UFGS Specifications but not limited to:

1. Section 23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC.

2. Section 23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC.

3. Section 23 09 23.01 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND

OTHER BUILDING CONTROL SYSTEMS.

4. Section 23 09 93 SEQUENCES OF OPERATION FOR HVAC CONTROL.

5. Section 23 09 33.00 40 ELECTRIC AND ELECTRONIC CONTROL SYSTEM FOR

HVAC.

SECTION 01 11 00 Page 7

6. Section 23 09 53.00 20 SPACE TEMPRATURE CONTROL SYSTEMS.

7. Section 25 05 11 CYBERSECURITY FOR FACILITY-RELATED CONTROL

SYSTEMS.

8. Section 25 08 10 UTILITY MONITORING AND CONTROL SYSTEM TESTING).

9. Section 25 10 10 UTILITY MONITORING AND CONTROLS (UMCS) FRONT END

AND INTEGRATION.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 11 00 Page 8

SOP 11-17

ANNEX V

***** NO EXCAVATION OF ANY KIND IS TO BE PERFORMED PRIOR TO OBTAINING A SIGNED DIG SAFE PERMIT *****

UNITED STATES MILITARY ACADEMY

DIRECTORATE OF PUBLIC WORKS

WEST POINT, NY 10996-1592

ANNEX V 26 April 2017

DPW DIG SAFE

1. PURPOSE: This SOP will provide a basic understanding of your responsibilities under 16 NYCRR Part 753, (also cited as Industrial Code 53 or Code Rule 53) concerning safe excavation practices and the protection of underground facilities in USMA installations and in New York State. This document is not intended as a legal reference, and does not contain the complete text of 16 NYCRR Part 753.

2. RESPONSIBILITIES:

A. REQUESTOR:

1. Why Call: It’s the law in the state of New York, and it is also a necessary part of planning your work. Reviewing your work and your work area prior to the actual excavation can help save you and this installation from unexpected downtime, loss of revenue and injury.

2. Requestor Defined: ALL Installation DPW/NEC project managers, DPW Work Leaders and/or Supervisors, COR’s and QA Reps that supervise ANY excavation requirement on USMA installations. Requestor is to be a government employee who will act as the liaison between the excavation workers (contractors, DPW workers, etc.) and the Dig Safe Coordinator.

3. Initiate Safe Dig Procedures: Provides the Dig Safe request form, as well as the necessary information to the coordinator, in the specified time frame. See specific guidelines below (para 3, this SOP)

B. DIG SAFE COORDINATOR:

1. USMA Dig Safe Coordinator: Acts as the link between the requestor and the utility system operators at West Point.

2. Contact Information: Hours of Operations- Mon – Fri 0800-1600hrs Phone #: 845.938.3107

3. Initial Duties: Coordinator will receive Dig Safe Permit Requests and enter request control number. Coordinator will then update Dig Safe Permit Request Control Log.

4. Coordinate: Once logged, coordinator shall contact utility operators and provide them the information from the requestor to perform mark out of utilities in the requested area.

5. Issue: After each utility has performed mark out, coordinator shall issue a signed Dig Safe Permit, any additional notes provided by utilities, and a copy of the Dig Safe SOPs to the requestor.

6. Response: Coordinator to receive emergency calls in the event of unidentified/identified utilities are struck. Coordinator to activate the Emergency Reaction System.

ANNEX V

C. Utility Operator:

1. Who: Maintainers or operators of one or more of the utilities at West Point.

2. Contact: Utility operators are contacted by the Dig Safe Coordinator after a request is processed.

3. Duties: Utilizing the information provided by request, operators are to mark the locations of the utilities in that area. Any discrepancies or additional information (shallow depth of utilities, utilities unmarked or unable to be located, known abandoned utilities) should be included in the return form to the Coordinator.

3. DIG SAFE PROCEDURES:

A. REQUESTOR:

1. When: No less than 10 Working Days prior to planned excavation, submit Dig Safe request (Appendix 1, DPW, SOP 11-17, Annex V) to Dig Safe Coordinator (BOID, 845.938.3107, 3rd Floor, Bldg 667A.

2. What: Submit request form, a map of the area of the excavation indicated the specific location of the dig, and any other relevant information if possible.

3. Site: The actual site shall be indicated with “white” markings and/or flags prior to submission of the Dig Safe Request. The requestor is to ensure the maintenance of the markings of the site, including the identification markings of the utility operators once the Dig Safe Permit is issued.

4. Notifications: If the markings begin to degenerate, Requestor should contact Dig Safe Coordinator. If the markings are not visible at any time, the Requestor shall prohibit ANY excavation from occurring. NO MARKINGS = NO DIGGING.

5. Verification: Once notified by Coordinator that Dig Safe has been approved, Requestor shall receive Dig Safe Permit and verify information contained within as well as site readiness.

6. Safety: Requestor to ensure that all safety procedures are being followed, (Appropriate hard hats and PPE being utilized, emergency telecommunications are in place, safety harnesses being used, etc.) prior to excavation work beginning.

7. Monitor: Requestor shall monitor the excavation to ensure that Dig Safe guidelines are followed and that the markings are maintained. This shall be coordinated with the Dig Safe Coordinator.

8. Notifications: Requestor shall immediately notify Dig Safe Coordinator and appropriate O&M representative in the event that any utility is struck. Requestor shall notify Dig Safe Coordinator in the event that an undocumented utility is discovered. Requestor is to notify Dig Safe Coordinator upon completion of the excavation work for which the Dig Safe Permit is issued for, if multiple Dig Safe Permits are issued for a project, Requestor shall notify Coordinator as each individual permit is completed.

B. DIG SAFE COORDINATOR:

1. Receives: Receives Dig Safe Permit Request and associated information from Requestor.

2. Verifies: Coordinator to verify that Dig location has been marked (in white) IAW submitted map on or one working day before the permit request is transmitted to the Utility Operators. This is to be done by the coordinator or by their designated representative.

3. Transmit: Location of excavation and associated information to be transmitted to utility operators (includes NEC) within 3 working days of receiving permit request.

John.Detz Highlight

APPENDIX I, ANNEX V. DPW SOP 11-17 DATED 5 May 2010 -

(REQUEST SHOULD BE SUBMITTED NO MORE THAN 30 DAYS PRIOR TO BREAKING GROUND)

REQUESTOR WILL MARK EXCAVATION AREA WITH WHITE FLAGS PRIOR TO SUBMITTAL.

REQUESTOR IS RESPONSIBLE TO MAINTAIN MARKINGS FOR DURATION OF PROJECT.

UPON RECEIPT OF COMPLETED DIGSAFE PACKET (PERMIT, GIS MAP, AND APPROVED DA 4283) THE

PROCESS, TO INCLUDE MARKOUTS, WILL TAKE 10 BUSINESS DAYS FOR COMPLETION.

SUSPENSE DATE:

DIG-SAFE REQUEST DATE:

REQUESTOR POC:

PHONE:

DA 4283 (IJO NUMBER):

LOCATION OF DIG:

REASON FOR DIG:

MAP/SKETCH ATTACHED: YES: NO:

DATE MARKED OUT:

ANTICIPATED DIGGING DEPTH:

ANTICIPATED DIGGING DATE:

PERMIT NUMBER:

(TO BE COMPLETED BY DIG SAFE COORDINATOR)

DIG-SAFE CLEARED THROUGH: (SHOP FOREMAN INITIAL AND DATE WHEN FINISHED)

ELECTRIC (RED): GAS (YELLOW)

MAIN SEWERS (GREEN): SIGNAL (ORANGE)

STEAM (YELLOW): WATER (BLUE):

AGRONOMIST (PURPLE): CULTURAL RESOURCE: (PURPLE)

MAIN STORM (LITE BLUE):

REQUESTOR OF DIG-SAFE PERMIT IS REMINDED THAT WHILE ALL KNOWN UTILITIES ARE MARKED, THESE MARKINGS ARE ONLY AS CLOSE AS REASONABLE. EXTREME CARE MUST BE EXERCISED

WHEN EXCAVATING CLOSE TO EXISTING UTILITIES. REQUESTOR SHALL COMPLY WITH THE

PROVISIONS OF 29 CFR 1926, SUBPART P-EXCAVATIONS, THE OSHA EXCAVATION STANDARDS.

CLEARED BY: DATE:

BOID, WORK MANAGEMENT BRANCH CHIEF

NOTIFY DIG SAFE COORDINATOR @ 3107 WHEN DIG IS COMPLETE.

SPECIAL INSTRUCTIONS:

EFFECTIVE 29 November 2016 (All other dig-safe forms are obsolete)

John.Zapata Typewritten Text

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Robert.Griffin Sticky Note Accepted set by Robert.Griffin

Robert.Griffin Typewritten Text

APPENDIX I, ANNEX V. DPW SOP 11-17 DATED 26 APRIL 2017

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Robert.Griffin

26 APRIL 2017

APPENDIX I, ANNEX V. DPW SOP 11‐17 DATED 25 APRIL 2017

CULTURAL

ELECTRIC: GAS: RESOURCES:

MAIN SEWERS: SIGNAL: AGRONOMIST:

STEAM: WATER: MAIN STORM:

HOW UTILITIES ARE MARKED:

FLAGS PAINT BOTH

ARE ALL UTILITIES FULLY MARKED AND INDICATED:

YES YES, NO UTILITIES IN AREA

INDICATED ON MAP

NO, UNABLE TO PARTIAL, SEE NOTES BELOW

LOCATE ANY UTILITIES

ADDTL INFO ATTACHED

NOTES:

***** NO EXCAVATION OF ANY KIND IS TO BE PERFORMED PRIOR TO OBTAINING A SIGNED DIG SAFE PERMIT *****

EFFECTIVE AS OF 26 APRIL 2017

REQUESTOR WILL MARK EXCAVATION AREA WITH WHITE FLAGS PRIOR TO SUBMITTAL. REQUESTOR

IS RESPONSIBLE TO MAINTAIN MARKINGS FOR DURATION OF PROJECT. UPON RECEIPT OF

COMPLETED DIGSAFE PACKET (PERMIT, GIS MAP, AND APPROVED DA 4283) THE PROCESS, TO

INCLUDE MARKOUTS, WILL TAKE 10 BUSINESS DAYS FOR COMPLETION.

UTILITY OPERATOR DIG SAFE MARK OUT VERIFICATION FORM

UTILITY OPERATOR FILLING OUT FORM:

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APPENDIX I, ANNEX V. DPW SOP 11-17 DATED 26 APRIL 2017

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APPENDIX II, ANNEX V. DPW SOP 11-17 DATED 26 APRIL 2017

UNCLASSIFIED//FOUO

UNCLASSIFIED//FOUO

Bass Shakra, PhD, CEM Energy Branch, DPW

DPW GUIDELINE: Integration of BAS on the Server in Major Renovation and New Construction Projects

DPW Director Brief 11 July 2022

Bass A. Shakra / DPW / (845) 938-7172 / bass.a.shakra.civ@army.mil

UNCLASSIFIED

2 of 11 JUL 2022

Summary

‐ The New Construction/Major Renovation contracts would have to be clear that Full Integration of Controls on the main server by the construction BAS contractor, commissioned under the USACE supervision, is required prior to the project delivery and acceptance by West Point.

‐ This would assure DPW that West Point won't end up with a building with a stand‐ alone BAS where a new contractor should be hired to do the integration on the server; which would result in instances where the integration contractor tells DPW that the design and implementation of the controls has many flaws (wiring, placement of sensors, sequences of operation, controls logics,...) and need to be modified, etc. (example, the Bartlett Hall debacle).

BAS Integration Guideline

3 of 11 JUL 2022

1. The design specifications of the designer of record, should include and follow the following UFGS Divisions:

UFGS Division 23 09 00, 13, 23, 33, 53, 93 (Instrumentation and Control for HVAC).

UFGS Division 25 05 11 (Cybersecurity for Facility‐Related Control Systems).

UFGS Division 25 08 10 (Utility Monitoring and Control System Testing).

UFGS Division 25 10 10 (Utility Monitoring and Controls (UMCS) Front End and Integration).

UFC 4‐010‐06 (Cybersecurity of Facility‐Related Controls Systems)).

2. The Integration of the BAS has to be done through a government computer, on site, and NOT remotely, as remote access to the server is not allowed by NEC.

3. Contractors need to get their government computer user account(s) processed by the Energy Branch of DPW. Currently, Bass Shakra, is the POC, who should be receiving the SAAR (DD‐2875) and the AUP forms, along with the Cyber‐Awareness Challenge Certificate of the contractor(s) who are going to do the integration of the BAS on the existing server. Bass Shakra would process the paperwork through DPW IT, and NEC, and once everything is cleared, Bass would create a Niagara user account on the server for the contractor. Bass would also act as the “Supervisor” for the contractor, in terms of the basic computer account and the Niagara user account, signing Blocks 17‐18 of DD‐2875.

4. For the latest specs of the computer that will be used for the integration, USACE would reach out to Bass Shakra ahead of time since computer technologies do change at a fast pace. The computer with the correct specs would then have to be delivered to Bass Shakra who would take it to the DPW for imaging (latest Niagara version in use at West Point). Once imaged, USACE would pick up the computer from Bass Shakra.

4 of 11 JUL 2022

5. After the deployment of all the hardware and software of the BAS components, Two‐Weeks of continuous commissioning (testing), during which all the controls glitches and shortcomings have been figured out, fixed and tested, to make sure the BAS is fully functional, and successfully so. The two week depends on the size of the project and be shorter or longer.

6. After the two‐weeks of testing, the Integration of all the JACEs on the server starts. The Integration of the BAS has to be done through a government computer, on site, and NOT remotely, as remote access to the server is not allowed by NEC.

7. After the integration work is completed, a PVT should be done under the supervision of USACE, and a demonstration of the controls features on the server will be given by the contractor to the DPW O&M and energy managers, and USACE reps (a formal Brief), along with a Training session. UFGS 25 10 10 notes that a Refresher Training should be timed to take place near the end of the 1‐year warranty period.

8. At this stage, the project tasks can be considered officially completed, and the project is officially delivered to, and accepted by, DPW.

9. A 1‐Year Warrantee Period starts after the PVT and training, where the BAS would be connected to the server and NIPR. During the 50 weeks warrantee period, the controls contractor providing the warrantee would have to 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. In cases with interference is unavoidable, coordination with the government is required to minimize interrupted service and building occupants discomfort.

5 of 11 JUL 2022

Quoted References With regard to the Warranty Period and Cybersecurity, UFGS 25 05 11 notes the following:

All work performed on the control system after acceptance must be performed using Government Furnished Equipment or equipment specifically and individually approved by the Government.

With regard to Remote Access to the BAS, UFC 4‐010‐06 Cybersecurity of Facility‐Related Controls Systems, in its Minimum Cybersecurity Requirement (Chapter 4) notes the following:

Do not provide remote access to the control system. If required, remote access to the Level 4 network should be provided by the Platform Enclave or the site IT organization. Coordinate remote access requirements with the project site IT organization, and with the Army ‐ ICS Cybersecurity Center of Expertise, Huntsville Engineering and Support Center.

With regard to the Service Call Work Warranty, UFGS 25 10 10 notes the following:

Provide a [1 year] [_____] unconditional warranty on service call work which includes labor and material necessary to restore the equipment involved in the initial service call to a fully operable condition. In the event that service call work causes damage to additional equipment, restore the system to full operation without cost to the Government. Provide response times for service call warranty work equivalent to the response times required by the initial service call.

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SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. 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. Cullum Road and the access way behind Lincoln Hall 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 when possible. Coordinated with the Contracting Officer any potential lane closures 15 days in advance of construction blockage.

c. Permission to interrupt Activity roads, (i.e. Cullum Road and access roads) 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 (attached) the Local Area Credential Application (LARC) request.

Complete these forms and submit at the West Point Visitors' Center. Ensure that COR information is included on the LAC request form. Failure to obtain entry approval of contractor and subcontractor employees will not affect the contract price or period of performance.

Visitor Policy/Badging

a. 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.

b.

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

c. All vehicles and personnel are subject to search at gate to

SECTION 01 14 00 Page 1 the installation. All foreign nationals shall be escorted by a CAC holder at all times.

1.3.2 COVID-19 Requirements

The United States Army Garrison West Point (USAG WP) and the United States Army Corps of Engineers New York District (USAGE NY) signed a Memorandum of Agreement (MOA) to facilitate installation access to Contractors. This MOA will be provided to the Contractor together with the Notice to Proceed (NTP). After receiving the MOA from the Contracting Officer, proceed as described below:

a. Contractors entering West Point must report to the Visitor's Control Center (VCC) and present their credentials to include employment verification with the contracted company, a completed USACE Contractor COVID screening survey, and…