W912HN-22-R-3004_SPECS_VOL_1 AMD0004.pdf

RTA SUBMITTAL

SPECIFICATIONS – Vol 1 of 5

SOF BATTALION HEADQUARTERS FACILITY

Fort Benning, Georgia

CONTRACT SOLICITATION NO. W912HN22R3004

B&V PROJECT NO. 043146

B&V FILE NO. 50.1000

PREPARED FOR

U.S. Army Corps of Engineers, Savannah District

21 JANUARY 2022

PREPARED BY:

BLACK & VEATCH SPECIAL PROJECTS

6800 WEST 115TH STREET

OVERLAND PARK, KANSAS 66211

B la c k

V e a tc h H o ld in g

C o m p a n y

A ll r ig h ts r e se rv e d

SOF BATTALION

HEADQUARTERS FACILITY

SEALS & SIGNATURES

CERTIFICATION OF TECHNICAL SPECIFICATIONS

Technical Specifications were prepared under the direction of Design Professionals whose seals and signatures appear below.

ARCHITECT

Black & Veatch

STRUCTURAL ENGINEER

CIVIL ENGINEER

ELECTRICAL ENGINEER

PLUMBING & MECHANICAL

Black & Veatch

FIRE PROTECTION

ENGINEER

Black & Veatch

21 Jan 2022

Matt Neppl Snapshot

Matt Neppl Snapshot

Matt Neppl Snapshot

Matt Neppl Snapshot

Matt Neppl Snapshot

Matt Neppl Snapshot

SOF BATTALION

HEADQUARTERS FACILITY

SEALS & SIGNATURES

COMMUNICATIONS ENGINEER

EROSION & SEDIMENT

CONTROL

Lowe Engineers

Ft. Benning SOF BN HQ Facility 43146

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REQUIREMENTS AND REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 TOTAL BUILDING COMMISSIONING

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 DEMOLITION and DECONSTRUCTION

DI VI SI ON 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DI VI SI ON 04 - MASONRY

04 20 00 UNIT MASONRY

DI VI SI ON 05 - METALS

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

05 72 00 DECORATIVE METAL SPECIALTIES

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

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

PROJECT TABLE OF CONTENTS Page 1(Revised by Amendment 0004)

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

07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS

*4

07 17 00 BENTONITE COMPOSITE WATERPROOFING

07 21 13 BOARD INSULATION

07 21 13.01 SPRAY FOAM INSULATION

07 21 16 BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 42 13 METAL WALL PANELS

07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING

07 60 00 FLASHING AND SHEET METAL

07 61 14.00 20 STEEL STANDING SEAM ROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 31 00 ACCESS DOORS AND PANELS

08 33 23 OVERHEAD COILING DOORS

08 34 59 VAULT DOORS AND DAY GATES

08 34 73 SOUND CONTROL DOOR ASSEMBLIES

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 44 00 CURTAIN WALL AND GLAZED ASSEMBLIES

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DI VI SI ON 09 - FI NI SHES

09 22 00 SUPPORTS GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, PORCELAIN AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 66 23 RESINOUS MATRIX TERRAZZO FLOORING AND TERRAZZO TILE

09 68 00 CARPETING

09 69 13 RIGID GRID ACCESS FLOORING

09 72 00 WALLCOVERINGS

09 84 20 ACOUSTICAL WALL PANELS

09 90 00 PAINTS AND COATINGS

DI VI SI ON 10 - SPECI ALTI ES

10 11 00 VISUAL DISPLAY UNITS

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHER CABINETS

PROJECT TABLE OF CONTENTS Page 2(Revised by Amendment 0004)

10 51 13 METAL LOCKERS

10 51 20 PHENOLIC LOCKERS

10 56 13 STEEL SHELVING

DI VI SI ON 11 - EQUI PMENT

11 11 37 ELECTRIC VEHICLE SUPPLY EQUIPMENT

DI VI SI ON 12 - FURNI SHI NGS

12 21 00 WINDOW BLINDS

12 24 13 ROLLER WINDOW SHADES

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

12 50 00.13 10 FURNITURE AND FURNITURE INSTALLATION

12 59 00 SYSTEMS FURNITURE

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 48 73 SEISMIC/ATFP CONTROL FOR MISCELLANEOUS EQUIPMENT/COMPONENTS

13 49 20.00 10 RF SHIELDING

DI VI SI ON 14 - CONVEYI NG EQUI PMENT

14 24 13 HYDRAULIC FREIGHT ELEVATORS

DI VI SI ON 21 - FI RE SUPPRESSI ON

21 13 13 WET PIPE SPRINKLER SYSTEMS, FIRE PROTECTION

21 13 16 DRY PIPE SPRINKLER SYSTEMS, FIRE PROTECTION

21 30 00 FIRE PUMPS

DI VI SI ON 22 - PLUMBI NG

22 00 00 PLUMBING, GENERAL PURPOSE

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

23 05 15 COMMON PIPING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.01 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND OTHER

BUILDING CONTROL SYSTEMS

23 11 20 FACILITY GAS PIPING

23 21 23 HYDRONIC PUMPS

23 30 00 HVAC AIR DISTRIBUTION

23 52 00 HEATING BOILERS

23 64 26 HOT AND CONDENSER WATER PIPING SYSTEMS

23 65 00 COOLING TOWERS

23 81 47 WATER-LOOP HEAT PUMP SYSTEMS

23 83 00.00 20 ELECTRIC SPACE HEATING EQUIPMENT

PROJECT TABLE OF CONTENTS Page 3(Revised by Amendment 0004)

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 05 11.14 24 CYBERSECURITY FOR ELEVATOR CONTROL SYSTEM

25 05 11.21 CYBERSECURITY FOR FIRE AND LIFE SAFETY

25 05 11.21 03 CYBERSECURITY FOR FIRE PUMP CONTROL SYSTEM

25 05 11.23 CYBERSECURITY FOR BUILDING AUTOMATION SYSTEM

25 05 11.26 32 CYBERSECURITY FOR GENERATOR CONTROL SYSTEM

25 05 11.26 33 CYBERSECURITY FOR UPS CONTROL SYSTEM

25 05 11.26 34 CYBERSECURITY FOR VEHICLE CHARGING SYSTEM

25 05 11.26 36 CYBERSECURITY FOR ATS CONTROL SYSTEM

25 05 11.26 51 CYBERSECURITY FOR BUILDING LIGHTING CONTROL SYSTEM

25 08 10 ENERGY MONITORING AND CONTROL SYSTEM TESTING

25 10 10 ENERGY MONITORING AND CONTROL SYSTEM (EMCS) INTEGRATION

DI VI SI ON 26 - ELECTRI CAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 23 00 LOW-VOLTAGE SWITCHGEAR

26 24 13 SWITCHBOARDS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 29 23 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS UNDER 600 VOLTS

26 32 15.00 NATURAL GAS ENGINE-GENERATOR SET STATIONARY 1000 KW, WITH

AUXILIARIES

26 33 53 STATIC UNINTERRUPTIBLE POWER SUPPLY (UPS)

26 36 23 AUTOMATIC TRANSFER SWITCHES AND BY-PASS/ISOLATION SWITCH

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

DI VI SI ON 27 - COMMUNI CATI ONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 52 24 AUDIO-VISUAL SYSTEM

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

28 08 10 ELECTRONIC SECURITY SYSTEM ACCEPTANCE TESTING

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM,

ADDRESSABLE

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19.13 GEOTEXTILES FOR EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 31 16.13 CHEMICAL TERMITE CONTROL

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 01 19.61 SEALING OF JOINTS IN RIGID PAVEMENT

32 11 20 BASE COURSE FOR RIGID AND SUBBASES FOR FLEXIBLE PAVING

32 11 23 AGGREGATE BASE COURSES

32 11 23.23 BASE COURSE DRAINAGE LAYERS

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 16.16 ROAD-MIX ASPHALT PAVING

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

PROJECT TABLE OF CONTENTS Page 4(Revised by Amendment 0004)

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 32 23.13 SEGMENTAL CONCRETE BLOCK RETAINING WALL

32 35 00 PEDESTRIAN BRIDGE

32 92 19 SEEDING

32 92 23 SODDING

32 93 00 EXTERIOR PLANTS

DI VI SI ON 33 - UTI LI TI ES

33 05 23.13 UTILITY HORIZONTAL DIRECTIONAL DRILLING

33 11 23 NATURAL GAS PIPING

33 30 00 SANITARY SEWERAGE

33 40 00 STORM DRAINAGE UTILITIES

33 47 13.01 BIORETENTION AREAS

33 49 23 UNDERGROUND DETENTION SYSTEM

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DI VI SI ON 46 - WATER AND WASTEWATER EQUI PMENT

46 25 14 COALESCING OIL-WATER SEPARATORS

*3

APPENDICES

APPENDIX B CONSTRUCTION SECURITY PLAN

APPENDIX C GEOTECHNICAL REPORT

APPENDIX D ENVIRONMENTAL PERMITS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 5(Revised by Amendment 0004)

SECTION 01 11 00

SUMMARY OF WORK

08/ 15, CHG 1: 05/ 21

PART 1 GENERAL

1.1 SUBMITTALS

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

When used, the "RO" designation following the "G" identifies that the Resident Office will review the submittal for the Government. When used, the "AE" designation following the "G" identifies that the Architect-Engineer 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

Salvage Plan; G, RO

1.1.1 Lowest Price Technically Acceptable Products

All lowest price, technically acceptable products and services submitted shall be compliant with this design, as defined in the drawings and specifications, including scale, size, quality, appearance, functionality, and color. No substitutions of inferior or non-compliant products shall be accepted.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes construction of a Battalion Operations Facility for the newly formed 75th Ranger Military Intelligence Battalion (RMIB) including battalion headquarters, company administrative and readiness modules with arms vaults, Planning Bays, S-2 Secure Area, and Ranger Operations Center (ROC). The design includes elevator, mechanical and electrical systems, information systems, fire protection and alarm systems, Intrusion Detection System (IDS) installation, and Energy Monitoring Control Systems (EMCS) connection. Sustainability and energy enhancement measures are included. Supporting facilities include site development, utilities and connections, lighting, paving, parking, walks, curbs and gutters, storm drainage, landscaping and signage. Heating and air conditioning are provided by self-contained systems.

The Facility is designed for a minimum life of 40 years including energy efficiencies, building envelope and integrated building systems performance. DOD Principles for high performance building requirements are included in the design and construction of the project in accordance with federal laws and Executive Orders, including the following:

a. Low impact development as appropriate.

SECTION 01 11 00 Page 1

b. Comprehensive building and furnishings-related interior design services.

c. Electronic security systems.

d. Cybersecurity measures.

e. Sustainability / energy enhancement measure.

f. Access for persons with disabilities.

1.2.2 Location

The work is located at the Fort Benning, Ga near Lawson Army Airfield located within the Ranger Army Compound, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.3 EXISTING WORK

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

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

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

1.4 LOCATION OF UNDERGROUND UTILITIES

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

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

1.4.1 Notification Prior to Excavation

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

1.5 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

Pursuant to Contract Clause FAR 52.245-1 Government Property, the Government will furnish materials and equipment for installation by the Contractor. See Attachment A for a list of Government Furnished Contractor Installed Equipment.

1.6 GOVERNMENT-INSTALLED WORK

See Attachment B for list of Government Furnished Government Installed (GFGI) items. All security equipment will be GFGI. Contractor's responsibility includes conduit layout, device interface enclosures and security power devices and associated cables. Any mention of electronic

SECTION 01 11 00 Page 2 security equipment is for reference only.

Intrusion Detection System (IDS) devices and Access Control System (ACS) devices will be GFGI. Refer to GFGI list in Attachment A.

1.7 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within one mile of the construction site.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 3

21 Jan 2022

Item Description Specification/Drawing

Reference Model # Manufacturer Requirements

Notes (special comm, power, access, location reqs) Qty

Card Reader 28 10 05 920PHRNEK00004 HID 14

Card Reader with keypad 28 10 05 921PHRNEK0032W HID 1

Network Switch 28 10 05 1

Balanced Magnetic Switch 28 10 05 HSS-L2S-000 Magnasphere 40

PIR Motion Sensor 28 10 05 DS150i Bosch 6

Electric Lock with Request to Exit 28 10 05 13

S-2 Secure Area Lock 28 10 05 LKM10 1

Glass Break Sensor 28 10 05 17

Access Control Panel - Edge 1 or 2 Door 28 10 05 ESTAR001 /ESTAR002 Software House S-2 Secure Area 1

Access Control Panels - Ultra 8 Door Panel 28 10 05 USTAR008 Software House 2

PAM Modules 28 10 05 SCR-PC-PAM-E HID Pivclass PAM - with Enclosure FIPS-201 hardware. Firmare pre-loaded

RS485 - 3PAIR /22AWG - WIRE (PAM/READER) 28 10 05 3108A BELDEN

CAT 6 CABLE - PAM Module to Controller 28 10 05

Access Control Cable for Door Devices 28 10 05

CCTV Fixed Interior Cameras 28 10 05 H5A SERIES AVIGILON 1

CCTV Fixed Exterior Cameras 28 10 05 H5A SERIES w/IR AVIGILON 9

CCTV PTZ Interior Cameras 28 10 05 H4 SERIES AVIGILON 1

CCTV PTZ Exterior Cameras 28 10 05 AVIGILON 11

Network Video Recorder 28 10 05 HD-NVR4-STD-48TB-NA AVIGILON 1

Client Workstations - Staff duty - sso - 1 extra = qty (3) 28 10 05 HD-RMWS4-4MN-NA AVIGILON 3

Software Licenses - Enterprise Level 28 10 05 ACC7-ENT AVIGILON

32 inch Monitor 28 10 05 M4K32-NA AVIGILON

48 inch Monitor 28 10 05 M4K43-NA AVIGILON

SSA Additional 2 yrs on all equipment 28 10 05 AVIGILON

Integrated Commercial Intrusion Detection System Data

Acquisition Security Management System (ICIDS DAQ SMS) 28 10 05 CineLuxe LED

One (1) new report printer with no Wi-Fi or

Bluetooth, One (1) Perle serial to network adapter, One (1) SEL-3025 Data Encryption System

(DES) Serial Data Link Encryption Unit and

One (1) Uninterruptible Power Supply

(UPS)/Battery Backup, One (1) DAQ ACU-07581-002 Interior Remote

Area Data Collector (RADC)

54" LED Display 27 52 24 CineLuxe LED Cinemassive 30

Matrix Switcher, 72x72 27 52 24 Fox Matrix 7200 Extron 60-1256-000189 1

Fiber Inout/output Card 27 52 24 Fox I/O 88 MM Extron incl with 6--1256-000189 9

Video Wall Processor, 6U, 10 Slot 27 52 24 Quantum 610 Extron 60-1571-000353 1

HDMI Card 27 52 24 Quantum IN4HDMI Extron Incl with 60-1571-000353 9

MPO Fiber Assembly, MM 27 52 24 MPO MM 1m Extron Incl with 60-1571-000353 3

Expansion Card 27 52 24 Quantum Expansion OUT Extron Incl with 60-1571-000353 1

Video Wall Processor, 6U, 10 Slot 27 52 24 Quantum 610 Extron 60-1571-000659 1

HDMI Card 27 52 24 Quantum OUT4HDMI Extron Incl with 60-1571-000659 1

HDMI Card 27 52 24 Quantum OUT4DTP Extron Incl with 60-1571-000659 9

Expansion Card 27 52 24 Quantum Expansion IN Extron Incl with 60-1571-000659 1

12 VDC 96 W Power Supply 27 52 24 PS 128 12 VDC 96 W Power Supply Extron 60-1580-02 1

Fiber Extender Enclosure 27 52 24 PowerCage 401 Extron 60-1492-01 5

Fiber Extender, Transmitter 27 52 24 PowerCage 401 Fox DT HD MM Extron 70-1092-11 4

Fiber Extender, Receiver 27 52 24 PowerCage 401 Fox DR HD MM Extron 70-1092-21 32

HDMI Transmitter 27 52 24 Foxbox Tx HDMI MM Extron 60-1174-11 26

HDMI Receiver 4K 27 52 24 DTP HDMI 4K 230 Rx Extron 60-1271-13 30

Audio Extractor 27 52 24 Fox II AEX 108 Extron 60-1459-01 4

Fiber Optic Scaling Receiver 27 52 24 Foxbox SR HDMI Extron 60-1187-21 4

12 VDC 96 W Power Supply 27 52 24 PS 128 Extron 60-1580-02 1

Audio DSP 27 52 24 DMP 128 Plus C V AT Extron 60-1513-10 3

70V, Amplifier 27 52 24 XPA 2001-70V Extron 60-850-01 1

Pendant Spkr, Blk (Pair) 27 52 24 SF 26PT Extron 60-1752-02 6

Control Processor 27 52 24 IPCP Pro 550 xi Extron 60-1913-01 1

Powe Supply Controlller 27 52 24 PC 101 Extron 60-1378-01 1

SOF MI Bn Hq Government Furnished-Government Installed List

21 Jan 2022

Specification/Drawing

Reference Model # Manufacturer Requirements

Notes (special comm, power, access, location reqs) Qty

SOF MI Bn Hq Government Furnished-Government Installed List

Integration Unit 27 52 24 ATUC-50IC Audio-Technica 25

Discussion Unit 27 52 24 ATUC-50DU Audio-Technica 50

Gooseneck Microphone 27 52 24 ATUC-58H Audio-Technica 50

Codec 27 52 24 Telepresence C40 Cisco CTS-C40-K9 3

Network Isolation Switch, rack mount 27 52 24 A/B/C Network Isolation Switch Market Central 5101186 (NSN# 6021-01-597-1369) 1

Media Converter,Gigabit Ethernet Media Converter 27 52 24 1000Base-T to 1000Base-SX/LX, LC Transition Networks SGETF1039-110 3

VTC Camera, PTZ and wall bracket, white 27 52 24 RobotShot E30 HDBT Vaddio 999-99600-000W 4

USB Interface 27 52 24 Quick Connect USB Interface Vaddio 4

Tabletop Display/Touchscreen, 17" 27 52 24 TLP Pro 1725TG NC Black Extron 60-1792-12 1

HDMI Cable 27 54 24 HDMI Ultra/6 - 6 (1.8 m) Extron 26-663-06 100

HDMI Cable 27 52 24 HDMI Ultra/3 - 3' (90 cm) Extron 26-663-03 40

AV Cable, Plenum 27 52 24 XTP DTP 24P/1000 - 1000' (305 m) Extron 22-235-03 1

Connector 27 52 24 XTP DTP 24 Plug, pkg 10 Extron 101-005-02 7

Speaker Cable, Plenum 27 52 24 SPK16P/1000 - 1000' (305 m) Extron 22-154-03 1

Data cable, Plenum 27 52 24 STP22P/1000 - 1000' (305 m) Extron 22-158-03 1 shelf, rack-mount, 1RU, 9"D 27 52 24 RSB 129, Black Extron 60-604-02 10 shelf, rack-mount, 1RU, 6"D 27 52 24 RSB 126, Black Extron 60-604-11 10

Mounting Kit for 1/8 and 1/4 Rack Width Products 27 52 24 ZIPCLIP 200/10 Extron 101-001-01 6

Vending Machines I-112, I-122

Laser Printers Furniture Plans

TV Monitors Furniture Plans

Arms Cabinet I-111

GSA Safe I-121

Door Release Push Button, Rm 117 and 122 TY111, TY122, 08 71 00 4

Fire Extinguisher (in cabinet/brackets)

GI-101, GI-102

10 44 16

10 pound multi-purpose dry chemical;

3A:40B:C minimum size

6 May 2020

Specification/Drawing

Reference Model # Manufacturer Requirements

Notes (special comm, power, access, location reqs) Qty

Projector I-111 2

Projector Screen I-111; 10 11 00 2

SOF MI Bn Hq Government Furnished-Contractor Installed List

SECTION 01 14 00

WORK RESTRICTIONS

11/ 11, CHG 11: 11/ 20

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.

When used, the "RO" designation following the "G" identifies that the Resident Office will review the submittal for the Government. When used, the "AE" designation following the "G" identifies that the Architect-Engineer 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. The 1st Infantry BDE Loop Road will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

c. Permission to interrupt any Activity roads, railroads, or utility service must be requested in writing a minimum of 30 calendar days prior to the desired date of interruption.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

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

1.3.1.1 Subcontractors and Personnel Contacts

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

SECTION 01 14 00 Page 1

1.3.1.2 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.

1.3.1.3 Cell Phones

Ensure the workers, both Prime and subcontractors, place all cellphones in the Contractor-provided lockers at the construction site gate.

1.3.2 Working Hours

Regular working hours will consist of a 8 1/2 hour hour period established by the Contracting Officer, between 7 a.m. and 5 p.m., Monday through Friday, and 7 a.m. to 3:30 p.m. on Saturday, excluding Government holidays.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

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

1.3.4 Occupied Building

The Contractor shall be working in an existing building and around existing buildings which are occupied to complete communications installation as shown on drawings. Do not enter the building 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.

1.3.5 Utility Cutovers and Interruptions

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

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

c. Interruption to storm sewer, telephone service, electric service, fire alarm, and are considered utility cutovers pursuant to the paragraph

WORK OUTSIDE REGULAR HOURS.

1.4 SECURITY REQUIREMENTS

Contract Clause FAR 52.204-2 Security Requirements and Alternate II apply.

Contractor is to follow the requirements of Appendix B - Construction

SECTION 01 14 00 Page 2

Security Plan.

1.4.1 Badging

Access to Fort Benning will be coordinated through the Contracting Officer.

1.4.2 Vehicle Access

Only government and authorized company vehicles will be allowed. Prior to initial access into these areas, the individual driving the vehicle into the Areas must stop by the Fort Benning Visitor’s Center and ID Office and present the vehicle registration in order to receive a vehicle pass.

Every vehicle will be subject to an inspection and search by Security each time access is requested and at any time after access is permitted.

1.4.3 Construction Security Plan

1.4.3.1 Contractor Responsibilities

Contractor is to follow the requirements of Appendix B - Construction Security Plan and to perform the duties and procedures required.

1.4.3.2 Escorts - CLIN 0004

Provide guard and escorts, and follow the procedure described in Appendix B for both. A guard is required at the entrance of the construction site from the start of construction through the final acceptance by the Government. Another guard is required at the entrance of the S-2 Secure Area once the area is enclosed on exterior surfaces and prior to the start of interior rough-in in the S-2 Area until final acceptance by the Government. Escorts shall have line of sight to each worker within the S-2 Secure Area. Adjust the number of escorts or the number of workers as needed.

1.4.3.3 Escort Requirements and Procedures

Escorts and Guard must be US citizens with a Secret security clearance.

Provide the names and proof of citizenship and security clearance to the Government for approval. Changes in personnel also requires Government approval. Allow three weeks for Government approval. Do not permit guards and escorts to perform any duties until Government approval has been obtained.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 14 00 Page 3

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/20

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 SUBMITTALS

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

When used, the "RO" designation following the "G" identifies that the Resident Office will review the submittal for the Government. When used, the "AE" designation following the "G" identifies that the Architect-Engineer 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

View Location Map

Trade Coordination Plan ; G, RO *2

Progress and Completion Pictures

SD-02 Shop Drawings

Trade Coordinated Shop Drawing ; G, AE

1.3 VIEW LOCATION MAP

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

*2

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten different viewpoints selected by the Contractor

SECTION 01 30 00 Page 1 (Revised by Amendment 0002) unless otherwise directed by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures.

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

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

1.4 MINIMUM INSURANCE REQUIREMENTS

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

1.5 SUPERVISION

1.5.1 Superintendent Qualifications

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

1.5.2 Minimum Communication Requirements

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

1.5.3 Duties

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

1.5.4 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

SECTION 01 30 00 Page 2 (Revised by Amendment 0002)

1.6 PRECONSTRUCTION CONFERENCE

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

Conference will include coordination between all trades to ensure that installation does not interfere with clearance required to safely maintain mechanical equipment located high in the ceiling such as all heat pumps.

Contractor must present and discuss their basic approach to scheduling the construction work and any required phasing. Contractor shall submit a Trade Coordination Plan detailing processes to be followed as the outcome of the coordination and schedule discussions.

1.6.1 Attendees

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

1.6.2 Trade Coordinated Shop Drawing

Prior to commencement of the installation of building fire protection, mechanical, electrical, telecommunications, and security infrastructure the Contractor shall submit a trade coordinated shop drawing for approval. The shop drawing shall detail the size and routing of all utilities, including space allocations for field-routed utilities. The shop drawings shall have actual procured equipment and maintenance clearances identified. The primary purpose for this submittal review is to confirm maintainability and operability requirements are achieved.

1.7 PARTNERING

To most effectively accomplish this Contract, the Contractor and Government must form a cohesive partnership with the common goal of drawing on the strength of each organization in an effort to achieve a successful project without safety mishaps, conforming to the Contract, within budget and on schedule. The partnering team must consist of personnel from both the Government and Contractor including project level and corporate level leadership positions. Key Personnel from the supported command, end user, USACE, Contractor, key subcontractors and the Designer of Record are required to participate in the Partnering process.

1.7.1 Team-Led (Informal) Partnering

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

SECTION 01 30 00 Page 3 (Revised by Amendment 0002)

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

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

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

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

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PART 3 EXECUTION

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SECTION 01 30 00 Page 4 (Revised by Amendment 0002)

SECTION 01 32 01.00 10

PROJECT SCHEDULE

02/15

PART 1 GENERAL

1.1 REFERENCES

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

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems

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.

When used, the "RO" designation following the "G" identifies that the Resident Office will review the submittal for the Government. When used, the "AE" designation following the "G" identifies that the Architect-Engineer 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

Project Scheduler Qualifications; G, RO

Preliminary Project Schedule; G, RO

Initial Project Schedule; G, RO

Periodic Schedule Update; G, RO

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative must have a minimum of 2-years experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification. Representative must have a comprehensive knowledge of CPM

SECTION 01 32 01.00 10 Page 1 scheduling principles and application.

PART 2 PRODUCTS

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this specification.

2.1.1 Government Default Software

The Government intends to use Primavera P6.

2.1.2 Contractor Software

Scheduling software used by the contractor must be commercially available from the software vendor for purchase with vendor software support agreements available. The software routine used to create the required sdef file must be created and supported by the software manufacturer.

2.1.2.1 Primavera

If Primavera P6 is selected for use, provide the "xer" export file in a version of P6 importable by the Government system.

2.1.2.2 Other Than Primavera

If the contractor chooses software other than Primavera P6, that is compliant with this specification, provide for the Government's use two licenses, two computers, and training for two Government employees in the use of the software. These computers will be stand-alone and not connected to Government network. Computers and licenses will be returned at project completion.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15 Schedules for Construction Contracts. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules.

Prepare each Project Schedule using the Precedence Diagram Method (PDM).

3.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN.

SECTION 01 32 01.00 10 Page 2

3.2.1 Activity Cost Loading

Activity cost loading must be reasonable and without front-end loading.

Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.

3.2.2 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

In the event that the Contracting Officer directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the Contracting Officer may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.3.2 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods.

Less than 2 percent of all non-procurement activities may have Original Durations (OD) greater than 20 work days or 30 calendar days.

3.3.3 Procurement Activities

Include activities associated with the critical submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days.

3.3.4 Mandatory Tasks

Include the following activities/tasks in the initial project schedule and all updates.

a. Submission, review and acceptance of SD-01 Preconstruction Submittals (individual activity for each).

b. Submission, review and acceptance of features require design completion

c. Submission of mechanical/electrical/information systems layout drawings.

d. Long procurement activities

SECTION 01 32 01.00 10 Page 3

e. Submission and approval of O & M manuals.

f. Submission and approval of as-built drawings.

g. Submission and approval of DD1354 data and installed equipment lists.

h. Submission and approval of testing and air balance (TAB).

i. Submission of TAB specialist design review report.

j. Submission and approval of fire protection specialist.

k. Submission and approval of Building Commissioning Plan, test data, and reports: Develop the schedule logic associated with testing and commissioning of mechanical systems to a level of detail consistent with the contract commissioning requirements. All tasks associated with all building testing and commissioning will be completed prior to submission of building commissioning report and subsequent contract completion.

l. Air and water balancing.

m. Building commissioning - Functional Performance Testing.

n. Controls testing plan submission.

o. Controls testing.

p. Performance Verification testing.

q. Other systems testing, if required.

r. Contractor's pre-final inspection.

s. Correction of punch list from Contractor's pre-final inspection.

t. Government's pre-final inspection.

u. Correction of punch list from Government's pre-final inspection.

v. Final inspection.

3.3.5 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to: approvals, environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.6 Standard Activity Coding Dictionary

Use the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11 . This exact structure is mandatory. Develop and assign all Activity Codes to activities as detailed herein. A template SDEF compatible schedule backup file is available on the QCS web site: http://rms.usace.army.mil .

The SDEF format is as follows:

SECTION 01 32 01.00 10 Page 4

Field Activity Code Length Description

1 WRKP 3 Workers per day

2 RESP 4 Responsible party

3 AREA 4 Area of work

4 MODF 6 Modification Number

5 BIDI 6 Bid Item (CLIN)

6 PHAS 2 Phase of work

7 CATW 1 Category of work

8 FOW 20 Feature of work*

*Some systems require that FEATURE OF WORK values be placed in several activity code fields. The notation shown is for Primavera P6. Refer to the specific software guidelines with respect to the FEATURE OF WORK field requirements.

3.3.6.1 Workers Per Day (WRKP)

Assign Workers per Day for all field construction or direct work activities, if directed by the Contracting Officer. Workers per day is based on the average number of workers expected each day to perform a task for the duration of that activity.

3.3.6.2 Responsible Party Coding (RESP)

Assign responsibility code for all activities to the Prime Contractor, Subcontractor(s) or Government agency(ies) responsible for performing the activity.

a. Activities coded with a Government Responsibility code include, but are not limited to: Government approvals, Government design reviews, environmental permit approvals by State regulators, Government Furnished Property/Equipment (GFP) and Notice to Proceed (NTP) for phasing requirements.

b. Activities cannot have more than one Responsibility Code. Examples of acceptable activity code values are: DOR (for the designer of record);

ELEC (for the electrical subcontractor); MECH (for the mechanical subcontractor); and GOVT (for USACE).

3.3.6.3 Area of Work Coding (AREA)

Assign Work Area code to activities based upon the work area in which the activity occurs. Define work areas based on resource constraints or space constraints that would preclude a resource, such as a particular trade or craft work crew from working in more than one work area at a time due to restraints on resources or space. Examples of Work Area Coding include different areas within a floor of a building, different floors within a

SECTION 01 32 01.00 10 Page 5 building, and different buildings within a complex of buildings.

Activities cannot have more than one Work Area Code.

Not all activities are required to be Work Area coded. A lack of Work Area coding indicates the activity is not resource or space constrained.

3.3.6.4 Modification Number (MODF)

Assign a Modification Number Code to any activity or sequence of activities added to the schedule as a result of a Contract Modification, when approved by Contracting Officer. Key all Code values to the Government's modification numbering system. An activity can have only one Modification Number Code.

3.3.6.5 Bid Item Coding (BIDI)

Assign a Bid Item Code to all activities using the Contract Line Item Schedule (CLIN) to which the activity belongs, even when an activity is not cost loaded. An activity can have only one BIDI Code.

3.3.6.6 Phase of Work Coding (PHAS)

Assign Phase of Work Code to all activities. Examples of phase of work are procurement phase and construction phase. Each activity can have only one Phase of Work code.

a. Code proposed fast track design and construction phases proposed to allow filtering and organizing the schedule by fast track design and construction packages.

b. If the contract specifies phasing with separately defined performance periods, identify a Phase Code to allow filtering and organizing the schedule accordingly.

3.3.6.7 Category of Work Coding (CATW)

Assign a Category of Work Code to all activities. Category of Work Codes include, but are not limited to construction submittal, procurement, fabrication, weather sensitive installation, non-weather sensitive installation, start-up, and testing activities. Each activity can have no more than one Category of Work Code.

3.3.6.8 Feature of Work Coding (FOW)

Assign a Feature of Work Code to appropriate activities based on the Definable Feature of Work to which the activity belongs based on the approved QC plan.

Definable Feature of Work is defined in Section 01 45 00.00 10 QUALITY CONTROL. An activity can have only one Feature of Work Code.

3.3.7 Contract Milestones and Constraints

Milestone activities are to be used for significant project events including, but not limited to, project phasing, project start and end activities, or interim completion dates. The use of artificial float constraints such as "zero free float" or "zero total float" are prohibited.

SECTION 01 32 01.00 10 Page 6

Mandatory constraints that ignore or effect network logic are prohibited.

No constrained dates are allowed in the schedule other than those specified herein. Submit additional constraints to the Contracting Officer for approval on a case by case basis.

3.3.7.1 Project Start Date Milestone and Constraint

The first activity in the project schedule must be a start milestone titled "NTP Acknowledged," which must have a "Start On" constraint date equal to the date that the NTP is acknowledged.

3.3.7.2 End Project Finish Milestone and Constraint

The last activity in the schedule must be a finish milestone titled "End Project."

Constrain the project schedule to the Contract Completion Date in such a way that if the schedule calculates an early finish, then the float calculation for "End Project" milestone reflects positive float on the longest path. If the project schedule calculates a late finish, then the "End Project" milestone float calculation reflects negative float on the longest path. The Government is under no obligation to accelerate Government activities to support a Contractor's early completion.

3.3.7.3 Interim Completion Dates and Constraints

Constrain contractually specified interim completion dates to show negative float when the calculated late finish date of the last activity in that phase is later than the specified interim completion date.

3.3.7.3.1 Start Phase

Use a start milestone as the first activity for a project phase. Call the start milestone "Start Phase X" where "X" refers to the phase of work.

3.3.7.3.2 End Phase

Use a finish milestone as the last activity for a project phase. Call the finish milestone "End Phase X" where "X" refers to the phase of work.

3.3.8 Calendars

Schedule activities on a…