JRTC_Towers_Replacement__PWS_DRAFT_V2.pdf

Performance Work Statement for

Tactical Communication Tower Replacement at the Joint Readiness Training Center (JRTC)

U.S. Army Program Executive Office for

Simulation, Training, and Instrumentation (PEO STRI)

12350 Research Parkway

Orlando, FL 32826-3276

Engineering

Prepared By: ____________________ Concurrence: ____________________

Shaun Byrd Derek Vick

System Engineer, JRTC IS Chief Engineer, PM CTIS

Acquisition Logistics

Prepared By: ____________________ Concurrence: __________________

Mike Fahnestock Robert Capote

Lead Acquisition Logistician, JRTC IS Product Support Mgr., PM TRADE

Program Management

Submitted By: ____________________ Approved By: ____________________

Randi Kahl LTC Edward Halstead

Assistant Program Manager, JRTC IS Product Manager, CTIS

REVISION AND CHANGE RECORD

REVISION

HISTORY

DATE Change Originators

6/24 Initial Byrd/Kahl

Table of Contents

1.0 SCOPE

1.1 BACKGROUND

2.0 APPLICABLE DOCUMENTS

3.0 REQUIREMENTS FOR TACTICAL COMMUNICATION TOWER REPLACEMENT

3.1 TOWER REPLACEMENT PLAN AND SOUTH TOWER REHAB

3.2 OPTION ONE: PEASON WEST

3.3 OPTION TWO: PEASON EAST

3.4 OPTION THREE: MILLS CREEK

3.5 OPTION FOUR: CEMETARY 13

3.6 DISPOSITION TACTICAL COMMUNICATION TOWERS

3.7 COORDINATION

3.8 SPARES

4.0 GENERAL REQUIREMENTS

4.1 PROGRAM MANAGEMENT

4.2 FINANCIAL MANAGEMENT

4.4 TEST AND EVALUATION

4.5 TACTICAL COMMUNICATION TOWER ACCEPTANCE

4.6 FINAL ACCEPTANCE

4.7 PHYSICAL CONFIGURATION AUDIT

4.8 PROJECT DRAWINGS

4.9 SUPPORTABILITY ANALYSIS AND LOGISTICS MANAGEMENT INFORMATION

4.10 OPERATION AND MAINTENANCE MANUALS

4.12 UNIQUE IDENTIFICATION (UID) OF TANGIBLE ITEMS

4.13 TRAINING

4.14 CONTRACTOR PERSONNEL REQUIREMENTS/ANTITERRORISM (AT)/OPERATIONS

SECURITY (OPSEC)

4.15 CONTRACTOR MANPOWER REPORTING APPLICATION (CMRA)

1. General Statements:

2. Location of Work:

3. Site Maintenance:

4. Final Clean-up / Project Acceptance:

APPENDIX A – FORT POLK REQUIREMENTS………………………………………………………

APPENDIX B – NEW LOCATION………………………………………………………………………...31

APPENDIX C – STANDARD TOWER SITE HARDWARE……………………………………………...32

Performance Work Statement for

Tactical Communication System Structural Replacement at the Joint Readiness Training Center (JRTC)

1.0 SCOPE

This Performance Work Statement (PWS) defines the efforts required to build five (5) towers and five (5) shelters to fully function before replacing their predecessors at JRTC. The current towers are located at:

• Mill Creek Tower, coordinate 31°5’1.03”N, 93°8’27.3”W

• Cemetery 13 Tower, coordinate 31°5’46.10”N, 92°58’38.40”W

• Southern Tower, coordinate 31°2’10.40”N, 93°0’45.30”W

• Peason East Tower, coordinate 31°21’1.33”N, 93°10’17.79”W

• Peason West Tower, coordinate 31°21’6.17”N, 93°19’41.095”W

This effort involves the below categories:

• Demolition of pre-stressed piles, radio towers and shelters including haul and dumping

• Concrete pouring for tower and shelter foundation

• Construction of towers and shelter buildings including all equipment for full functionality

• Installation of electrical support equipment including metal clad cable and 3-phase transformers

• Installation of communication hardware including fiber optic cables, TV systems and antenna

• Perform earthwork activities which include excavation, trenching and continuous footing

• Provisions for exterior improvement which includes concrete pouring for sidewalks/patios and installation of chain link fences/security gates

• Installation of supporting utilities which include electrical underground ducts and manholes, PVCs, and conduits

• All post, city, parish, state and FAA regulations and certifications shall be met

1.1 BACKGROUND

Joint Readiness Training Center (JRTC) Tactical Communication Subsystem effort uses

Commercial off the Shelf (COTS) Information Technology equipment to properly operate, display, and protect the JRTC Instrumented Systems (JRTC-IS) while supporting rotations. This tactical data communication is transmitted digitally throughout the training area, collected at six different locations and re-transmitted via the JRTC Tactical Network to the JRTC-IS application servers and data collection/storage components located in the JOC (Building 1560).

The Tactical Communication Subsystem towers have been determined to unsuitable. The survey findings conducted by Civil And Structural Engineer (CASE) on Oct 2009 and confirmed by the

US Army Corps of Engineers, Tulsa District in May of 2013 conclude that the current tactical communication towers fail to meet the standards in accordance with Telecommunication

Industry Association (TIA) 222-G (Structural Standard For Antenna Supporting Structures And

Antennas) Structural standard.

2.0 APPLICABLE DOCUMENTS

The following documents of issue shown on the document summary list form a part of this PWS to the extent specified herein.

ACI 318 Building Code Requirements for Structural Concrete and Commentary

(Can be procure from multiple vendors)

AISC-LFD Load and Resistance Factor Design Specification for Structural Steel Buildings

ASTM A123 Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel

Products for channel shapes

IEEE 142 Recommended Practice for Grounding of Industrial and Commercial Power

Systems (Can be procure from multiple vendors)

FAA Advisory Specification for Obstruction Lighting Equipment

Circular AC

150/5345-43 (Available on LT2 Portal Collaboration Site – JRTC T-Tower Replacement)

FAA Advisory Obstruction Lighting Requirements

Circular AC

70/7460-1 (Available on LT2 Portal Collaboration Site – JRTC T-Tower Replacement)

GEIA-STD-0007 Logistics Product Data & Handbook

MIL-STD-130N Identification Marking of U.S. Military Property

(Available on the WWW at:

http://quicksearch.dla.mil/qsText.aspx)

NFPA 780 Standard for the Installation of Lightning Protection Systems

(Available on www.nfpa.org))

TIA-222-G Structural Standard for Antenna Supporting Structures and Antennas

UFGS-09 97 13.25 Maintenance, Repair, and Coating of Tall Antenna Towers

(Available on LT2 Portal Collaboration Site – JRTC T-Tower Replacement)

Technical Guide for Installation Information Infrastructure Architecture

(Available on LT2 Portal Collaboration Site – JRTC T-Tower Replacement)

Athena Tek VTM report

US Army St Louis Corp of Engineers Fort Polk Telecommunication Tower Evaluation Report

South Tower Self-Supported: 300 Ft. (Draft April 2017)

3.0 REQUIREMENTS FOR TACTICAL COMMUNICATION TOWER

REPLACEMENT

The contractor shall perform tasks to remove the existing towers (exception being South Tower), demo the existing tower site, erect the new towers, install all equipment, integrate all communication equipment and test. For South Tower, the contractor shall inspect the concrete foundation, create a plan for rehabilitation, than rehabilitate South Tower’s foundation as part of http://quicksearch.dla.mil/qsText.aspx the base effort. The end result will be new structurally sound towers with the same (or better) telecommunication performance characteristics. The contractor shall procure, implement, integrate, test, and document the components and architecture in accordance with requirements for the Tactical Communication Towers Replacement PWS. The contractor shall conduct work in accordance with Fort Polk requirements outlined in Appendix A. This effort will be divided contractually into multiple options.

Base: Tower installation plan and South Tower rehab

Option 1: Peason West

Option 2: Peason East

Option 3: Mills Creek

Option 4: Cemetery 13

Each option will have its own Government Acceptance Test (GAT).

3.1 TOWER REPLACEMENT PLAN AND SOUTH TOWER REHAB

3.1.1 The contractor shall conduct a site survey and provide to the Government a complete

A&E plan for the removal and replacement of the 4 tactical towers (Peason East, Peason West, Cemetery 13, Mills Creek), the integration of all communication systems into the new tower, and a complete schedule.

3.1.2 The contractor shall take into account the geography of Fort Polk, JRTC CTC operational schedule, Ft. Polk and County/State regulations, current tower locations, and current existing fiber optic network (FON) ring when designing the new towers and locations (Appendix A).

3.1.3 The contractor shall survey each tower location and determine an adjacent area within

500 meters to build the replacement tower and shelter. The contractor shall also determine:

a) An area for demolition of tower sections and shelter building.

b) Demolish tower sections and shelter building without disturbing operation and/or maintenance of newly constructed tower and shelter.

c) The plan to remove all construction debris from the training area

3.1.4 The contractor shall evaluate the JRTC to determine the number, location, and height of towers required to provide 98% overall network (LTE and P25) coverage of the expansion area under full load of a training rotation. The analysis shall be substantiated/supported by the use of certified coverage modeling tools. The model results shall be iteratively updated with the proposed final analysis presented at the Final Design Review. As part of the analysis, the contractor shall conduct a site survey/site walk of candidate locations to address environmental;

accessibility; or other constraints, making necessary adjustments. The final analysis shall have proposed locations based on all constraints having been considered (to include coordination for commercial power; road access and FON spurs).

3.1.5 The contractor shall follow the same architecture used in the newest towers at JRTC

(north fort, land expansion) when designing the new towers

3.1.6 The contractor shall provide for an additional capability to handle 50% more equipment antenna space on tower and shelter rack space, for potential future projects within the shelter.

3.1.7 The contractor shall evaluate the foundation of South Tower, then rehabilitate the concrete pad and bring the tower back to regulatory compliance.

3.1.8 The contractor shall provide, install and integrate all required communication equipment to bring south tower online and into the JRTC telecommunication network.

3.1.9 The contractor shall follow and/or incorporate the following FAA regulations and requirements:

a) Contractor to perform a “determination for need to file” using the FAA’s

Notice Criteria Tool for all new towers.

b) Contractor shall adhere to FAA Regulatory Policy Title 14 CFR Part 77 for all new Towers.

c) Contractor shall file an Obstruction Evaluation through FAA’s website for all towers the Notice Criterial Tool determines necessary.

d) Contractor shall obtain a FAA Form 7460-1 for all towers requiring

Obstruction Evaluation.

e) All new towers shall be painted aviation orange and white and lighted per the latest revision of Advisory Circular 70/7460-1L - Obstruction Marking and

Lighting.

f) Contractor shall submit all required Supplemental Notice Forms 7460-2.

3.1.10 The contractor shall follow and/or incorporate the following FCC requirements:

a) Contractor shall follow the FCC Antenna Structure Registration (ASR) process for new tower’s requiring FAA Obstruction Evaluation and for all new towers with the highest appurtenance in excess of 200’ AGL.

b) Contractor shall follow FCC rules for site marking after ASR Number is received

3.2 OPTION ONE: PEASON WEST

3.2.1 The contractor shall provide the hardware/equipment and installation for the tactical communication structure subsystem to support the tactical communication subsystem. The design shall be in accordance with ACI 318 and AISC-LFD. The contractor shall conduct a sub-surface soil investigation/testing. The contractor shall submit a Soil Boring Report.

(DI-MISC-80711A) Scientific and Technical Reports

3.2.2 The contractor shall provide a new self-supporting galvanized (no guy wires) structure and all mounts with structural components. The structure shall be considered a Class III as defined by TIA-222-G and the design shall include the use of UFGS 09 97 13.25 Part 2. Tower design should be based off the new north fort and land expansion areas, for commonality. The design shall provide a minimum of three (3) platforms.

3.2.3. The design of the tactical communication structure shall:

a) Sustains environmental conditions of 95mph winds, and 30 mph winds with ½ inch of ice as defined by EIA-222-G (Vernon Parish, LA).

b) Provide appropriate climbing provisions as specified in ANSI/TIA-222-G complete with anchorages and platforms for regular periodic maintenance or trouble shooting of antenna systems.

c) Provide primary grounds for the structure. All electrically active equipment and appurtenances supported by the structure shall be connected to the structure by a secondary ground. Total resistance of the structure’s connected primary grounds as referenced to remote earth shall not exceed 10 ohms. The total resistance shall be measured or calculated in accordance with the IEEE Standard 142.

d) Provide a lightning arresting system in accordance with NFPA 780: Standard for the Installation of Lightning Protection Systems.

e) Provide obstruction marking and/or lighting in accordance with Federal

Communication Commission (FCC), Federal Aviation Authority (FAA) and/or local aviation authority requirements. Provide an FAA Advisory Circular AC

150/5345-43 compliant obstruction light system for night-time operation installed in accordance with Chapter 5 of FAA Advisory Circular AC 70/7460-1. If the tower is over 105ft, the tower must be painted in accordance with Chapter 5 of

FAA Advisory Circular AC 70/7460-1 and ASTM A123 and A-153.

f) Provide all electrical infrastructure.

g) Provide a 4-sided perimeter security fence around the tower with one key control entrance by means of an FE-6 Security Fence with the measurements and access capability within. The 4 sided perimeter security fence shall tie in with the existing fence. Provide barrier access to restricted parking in for the access entrance.

h) Provide a Transient Voltage Surge Suppressor (TVSS). The TVSS external module panel shall be installed at each electrical panel. The TVSS shall be sized to the amperage and/or voltage of each panel with require enclosure. The system shall be grounded, wired to the panel, and also connected to the grounding system.

i) Provide a Back-up Power Generator. When power fails or there is a loss of power, the back-up power generator system shall seamlessly convert to provide power for 48 hours of uninterrupted operations.

j) Provide an Uninterruptible Power Supply (UPS). The UPS system shall provide continuous power to all communication equipment during the time interval between the loss of commercial power source, detection, and start of back-up generators. The UPS system shall also provide line surge and over voltage protection for all core equipment. The UPS shall provide full load operations for a minimum of 1 hours until equipment can be safely brought down or power restored. The UPS system shall be designed to provide sufficient capacity to power any alarms, modems, multi-coupler, amplifier, and/or other ancillary equipment for 1 hours, at a maximum design load plus twenty-five (25 %) future growth.

k) Provide an alarm/monitoring system (temperature, UPS/loss of power/shelter access at a minimum) with communication to Building 1560. The system shall be consistent with the existing system being procured by the JRTC Range

Communication System (RCS) Effort.

l) The contractor shall install access points to the fiber ring for maintenance and rotational unit use. The access points shall allow T-FOCA connections. The access points shall be hardened for weather effects and have a keyed lock. The access points shall be located between 100 and 150 feet from each tower constructed

m) Provide a shelter to house and protect electrical and electronic equipment installed in meeting the PWS requirements. The shelter design shall maximize commonality with the newly established JOC Tower, Land Expansion Towers, and the Fixed Access Nodes delivered under the CTC-IS RCS program. The shelters shall be concrete pre-cast with stone aggregate exterior, installed on a reinforced poured concrete slab secured with metal tie-down plates. The shelter shall contain an integrated grounding system that meets the guidelines of

Motorola R56. A Main Ground Bus Bar (MGB) shall be the single point ground for all equipment and systems within the shelter. Each rack shall have a sub-system ground bar (SSG), providing a location for racked equipment to be properly grounded. The shelter shall be sized to accommodate all equipment with additional square footage to accommodate an additional 50% more racks.

n) The contractor shall provide and install the following site signage at all new tower sites with the following as a minimum:

(1) JRTC Facility ID and Emergency Point of Contact

(2) RF Radiation Hazard

(3) Fall Protection Required

(4) Hazardous Material Warnings

(5) FCC ASR

(6) No Smoking and Open Flames (As Required)

3.2.4. The contractor shall provide for an additional capability to handle 50% more cabling and antennas for potential future projects.

3.2.5 The contractor shall provide, install, integrate and test all equipment required to make the new towers subsystems match the old tower. This includes a 100% equipment replacement on the new tower. Systems in the current towers can include:

a) Aviation Network Infrastructure

b) Voice Tactical Monitoring (VTM) Subsystem

c) Microwave network for Mobile Production Center (MPC)

d) P25 communication network

e) OPFOR CellPhone

f) iATTACK

3.3 OPTION TWO: PEASON EAST

3.3.1 The contractor shall provide the hardware/equipment and installation for the tactical communication structure subsystem to support the tactical communication subsystem. The design shall be in accordance with ACI 318 and AISC-LFD. The contractor shall conduct a sub-

3.3.2 The contractor shall provide a new self-supporting galvanized (no guy wires) structure defined by TIA-222-G and the design shall include the use of UFGS 09 97 13.25 Part 2. Tower

3.3.3. The design of the tactical communication structure shall:

secondary ground. Total resistance of the structure’s connected primary grounds local aviation authority requirements. Provide an FAA Advisory Circular AC

150/5345-43 compliant obstruction light system for night-time operation installed in accordance with Chapter 5 of FAA Advisory Circular AC 70/7460-1. If the capability within. The 4 sided perimeter security fence shall tie in with the to the amperage and/or voltage of each panel with require enclosure. The system between the loss of commercial power source, detection, and start of back-up generators. The UPS system shall also provide line surge and over voltage protection for all core equipment. The UPS shall provide full load operations for a minimum of 1 hours until equipment can be safely brought down or power restored. The UPS system shall be designed to provide sufficient capacity to power any alarms, modems, multi-coupler, amplifier, and/or other ancillary access points shall be hardened for weather effects and have a keyed lock. The commonality with the newly established JOC Tower, Land Expansion Towers, and the Fixed Access Nodes delivered under the CTC-IS RCS program. The shelters shall be concrete pre-cast with stone aggregate exterior, installed on a reinforced poured concrete slab secured with metal tie-down plates. The shelter shall contain an integrated grounding system that meets the guidelines of

Motorola R56. A Main Ground Bus Bar (MGB) shall be the single point ground for all equipment and systems within the shelter. Each rack shall have a sub-system ground bar (SSG), providing a location for racked equipment to be

(1) JRTC Facility ID and Emergency Point of Contact

(2) RF Radiation Hazard

(3) Fall Protection Required

(4) Hazardous Material Warnings

3.3.4. The contractor shall provide for an additional capability to handle 50% more cabling and

3.3.5 The contractor shall provide, install, integrate and test all equipment required to make the the new tower. Systems in the current towers can include:

a) Aviation Network Infrastructure

b) Voice Tactical Monitoring (VTM) Subsystem

c) Microwave network for Mobile Production Center (MPC)

d) P25 communication network

3.4 OPTION THREE: MILLS CREEK

3.4.1 The contractor shall provide the hardware/equipment and installation for the tactical communication structure subsystem to support the tactical communication subsystem. The design shall be in accordance with ACI 318 and AISC-LFD. The contractor shall conduct a sub-

3.4.2 The contractor shall provide a new self-supporting galvanized (no guy wires) structure defined by TIA-222-G and the design shall include the use of UFGS 09 97 13.25 Part 2. Tower

3.4.3. The design of the tactical communication structure shall:

secondary ground. Total resistance of the structure’s connected primary grounds local aviation authority requirements. Provide an FAA Advisory Circular AC

150/5345-43 compliant obstruction light system for night-time operation installed in accordance with Chapter 5 of FAA Advisory Circular AC 70/7460-1. If the capability within. The 4 sided perimeter security fence shall tie in with the to the amperage and/or voltage of each panel with require enclosure. The system between the loss of commercial power source, detection, and start of back-up generators. The UPS system shall also provide line surge and over voltage protection for all core equipment. The UPS shall provide full load operations for a minimum of 1 hours until equipment can be safely brought down or power restored. The UPS system shall be designed to provide sufficient capacity to power any alarms, modems, multi-coupler, amplifier, and/or other ancillary access points shall be hardened for weather effects and have a keyed lock. The commonality with the newly established JOC Tower, Land Expansion Towers, and the Fixed Access Nodes delivered under the CTC-IS RCS program. The shelters shall be concrete pre-cast with stone aggregate exterior, installed on a reinforced poured concrete slab secured with metal tie-down plates. The shelter shall contain an integrated grounding system that meets the guidelines of

Motorola R56. A Main Ground Bus Bar (MGB) shall be the single point ground for all equipment and systems within the shelter. Each rack shall have a sub-system ground bar (SSG), providing a location for racked equipment to be

(1) JRTC Facility ID and Emergency Point of Contact

(2) RF Radiation Hazard

(3) Fall Protection Required

(4) Hazardous Material Warnings

3.4.4. The contractor shall provide for an additional capability to handle 50% more cabling and

3.4.5 The contractor shall provide, install, integrate and test all equipment required to make the the new tower. Systems in the current towers can include:

a) Aviation Network Infrastructure

b) Voice Tactical Monitoring (VTM) Subsystem

c) Microwave network for Mobile Production Center (MPC)

d) P25 communication network

e) OPFOR CellPhone

f) iATTACK

3.5 OPTION FOUR: CEMETARY 13

3.5.1 The contractor shall provide the hardware/equipment and installation for the tactical communication structure subsystem to support the tactical communication subsystem. The design shall be in accordance with ACI 318 and AISC-LFD. The contractor shall conduct a sub-

3.5.2 The contractor shall provide a new self-supporting galvanized (no guy wires) structure defined by TIA-222-G and the design shall include the use of UFGS 09 97 13.25 Part 2. Tower

3.5.3. The design of the tactical communication structure shall:

secondary ground. Total resistance of the structure’s connected primary grounds local aviation authority requirements. Provide an FAA Advisory Circular AC

150/5345-43 compliant obstruction light system for night-time operation installed in accordance with Chapter 5 of FAA Advisory Circular AC 70/7460-1. If the capability within. The 4 sided perimeter security fence shall tie in with the to the amperage and/or voltage of each panel with require enclosure. The system between the loss of commercial power source, detection, and start of back-up generators. The UPS system shall also provide line surge and over voltage protection for all core equipment. The UPS shall provide full load operations for a minimum of 1 hours until equipment can be safely brought down or power restored. The UPS system shall be designed to provide sufficient capacity to power any alarms, modems, multi-coupler, amplifier, and/or other ancillary access points shall be hardened for weather effects and have a keyed lock. The commonality with the newly established JOC Tower, Land Expansion Towers, and the Fixed Access Nodes delivered under the CTC-IS RCS program. The shelters shall be concrete pre-cast with stone aggregate exterior, installed on a reinforced poured concrete slab secured with metal tie-down plates. The shelter shall contain an integrated grounding system that meets the guidelines of

Motorola R56. A Main Ground Bus Bar (MGB) shall be the single point ground for all equipment and systems within the shelter. Each rack shall have a sub-system ground bar (SSG), providing a location for racked equipment to be

(1) JRTC Facility ID and Emergency Point of Contact

(2) RF Radiation Hazard

(3) Fall Protection Required

(4) Hazardous Material Warnings

3.5.4. The contractor shall provide for an additional capability to handle 50% more cabling and

3.5.5 The contractor shall provide, install, integrate and test all equipment required to make the the new tower. Systems in the current towers can include:

a) Aviation Network Infrastructure

b) Voice Tactical Monitoring (VTM) Subsystem

c) Microwave network for Mobile Production Center (MPC)

d) P25 communication network

3.6 DISPOSITION TACTICAL COMMUNICATION TOWERS

3.6.1 The contractor shall de-install the existing towers, except for South tower. The de-installation shall take into consideration restoring the existing Tactical Communication

Subsystem back to natural conditions.

3.6.2 The contractor shall obtain Government disposition instructions for towers and shelter equipment. De-install will not start until final acceptance of the tower, on a tower by tower basis.

3.7 COORDINATION

3.7.1 The contractor shall coordinate with Fort Polk DPW and Fort Polk Airfield for flight obstruction clearance if needed during the installation of the new Tactical Communication

Subsystem and de-installation of the existing Tactical Communication Towers.

3.7.2 The contractor shall coordinate with commercial on-post electrical provider during the new installation of the Tactical Communication Towers.

3.7.3 The contractor shall coordinate the filing of Notice of Proposed Effort (FAA Form 7460-

1) for an Obstruction Evaluation. More information can be found at the following site:

https://oeaaa.faa.gov/oeaaa/external/portal.jsp

3.8 SPARES

The contractor shall purchase all spare quantities and support equipment for the new Towers

Effort as generated/identified from Logistics Product Data (LPD) and the LPD summaries as required in Paragraph 4.9 of the PWS and approved by the Government.

4.0 GENERAL REQUIREMENTS

4.1 PROGRAM MANAGEMENT

The contractor shall provide the overall management and administrative support to ensure that the requirements of the PWS are satisfied. The contractor shall define and monitor metrics and

Technical Performance Measures (TPMs) to evaluate the performance of each critical technical and management process and conformance of the evolving products with contract requirements.

The contractor shall provide documented program status and accomplishments, upcoming activities, identified issues and their resolution; a program integrated master schedule (IMS), and any other relevant items in periodic reports. The contractor shall implement, manage, update, and maintain the program in accordance with (IAW) the timelines defined in the IMS as https://oeaaa.faa.gov/oeaaa/external/portal.jsp approved by the Government. The IMS shall address total program activities including activities performed by subcontractors. The IMS shall identify critical path to be used to assess project progress, schedule risk and corrective actions required to mitigate risk. The IMS will be part of the Monthly Report.

(DI-MGMT-80227) Contractor’s Progress, Status and Management Report

4.2 FINANCIAL MANAGEMENT

The contractor shall plan, budget, schedule, and control resources allocated to meet the requirements of the contract. The contractor shall document and track status of all appropriated funds associated with the contract to include payments, cancellations and invoices against each contract line item and sub-line item.

4.3 MEETINGS AND REVIEWS

The contractor shall plan, host and conduct meetings and reviews as defined herein. All meeting and technical reviews shall occur at a timeframe in the program recommended by the contractor and approved by the Government. The contractor shall document the results of the meetings/reviews, including any resulting action items and update briefing charts.

(DI-ADMN-81373) Presentation Material

4.3.1 Post Award Conference

A post award conference shall be held at JRTC within 10 days after contract award. The conference shall introduce key Integrated Product Team (IPT) participants with emphasis on top level management of the program, identify points of contact and discuss both parties understanding of the scope of work, agreement on metrics that shall be used as management indicators, identify the partnering approach, and other contract issues.

4.3.2 Preliminary Design Review (PDR)

The contractor shall conduct a PDR to demonstrate the technology/design of the Tactical

Communication Tower Replacement. The PDR shall be a formal technical review of the basic design approach. The PDR shall cover the progress and technical adequacy of the selected design approach. The PDR shall allow the Government to evaluate the technical risk associated with the selected design approach. The PDR shall include an initial concept design, subsystem block and functional diagram, infrastructure connections, concept and theory of operation, design standards and drawings, and logistical considerations (including training and manuals). The

PDR shall be conducted at JRTC Fort Polk, LA and shall be conducted 45 days after Post Award

Conference.

4.3.3 65% and Final Design Reviews

The contractor shall plan and conduct a 65% and Final Design Review of the Tactical

Communication Tower Replacement. These design reviews shall cover the progress and technical adequacy of the selected design approach. The design reviews shall allow the

Government to evaluate the drawings and technical risk associated with the selected design approach. These design reviews shall be conducted at JRTC Fort Polk, LA or teleconference with Government approval. The 65% Design Review shall be conducted 45 days after approval of the PDR. The Final Design Review shall be conducted 45 days after approval of the 65%

Design Review.

4.4 TEST AND EVALUATION

The contractor shall plan, coordinate, establish and implement a test and evaluation effort of the

Tactical Communication Tower Replacement. The contractor shall prepare acceptance test plans for Government approval. The testing of the equipment at the JRTC cannot interfere with the training operations; therefore, the contractor shall work around the training rotation schedule.

The contractor shall identify support resources and infrastructure necessary for test and evaluation activities. If the contractor requires Government support or assets for a test, the contractor shall submit a request for approval to the Government at least 120 days prior to the start of test. The contractor shall host a Test Readiness Review prior to the start of any

Government-witnessed test.

(DI-NDTI-80566A) Test Plan

(DI-NDTI-80603A) Test Procedure

(DI-NDTI-80809B) Test/Inspection Report

4.4.1 Test Readiness Review (TRR)

The TRR shall occur before any Government witnessed testing begins, and shall normally last not more than one day. Prior to the start of test event, the contractor shall present evidence that documentation is complete, the system is ready, prior test(s) were successful or open issues have been addressed. There shall be reasonable confidence that the system to be tested can satisfactorily pass the test. This review shall determine what actions are required to ensure resources, training, and test hardware will be in place to support the successful conduct of the test, and to ensure that test, documentation, design maturity and configuration, and data systems has been adequately addressed. The contractor shall document action items and coordinate and track resolutions for each item until closure.

(DI-ADMN-81373) Presentation Material

4.5 TACTICAL COMMUNICATION TOWER ACCEPTANCE

Tactical Communication Subsystem acceptance will not be provided until all terms of this PWS are complied with. The contractor shall schedule final inspection providing a minimum of 2 weeks advanced notice for attendance by the Government.

4.6 FINAL ACCEPTANCE

Final acceptance will not be provided until completion of two rotations (without incidents) after

Government’s approval of the Tactical Communication Tower Replacement. Upon project acceptance, a DD1354, Transfer, and Acceptance of Military Real Property form, shall be filled out and submitted to the Government with final documentation. Along with the DD1354, an

Installed Equipment list must be provided for all equipment installed under this project.

4.7 PHYSICAL CONFIGURATION AUDIT

The contractor shall support the Government in conducting a Physical Configuration Audit

(PCA) after end-to-end testing of any phased or final delivery of a system or subsystem.

4.8 PROJECT DRAWINGS

The contractor shall provide project drawings. The drawings shall consist of separate sheets to indicate specific aspects of the work including structural, civil, electrical, mechanical, plumbing, and any other sub-section of work requiring plans for proper implementation during the installation phase of the project.

4.9 SUPPORTABILITY ANALYSIS AND LOGISTICS MANAGEMENT

INFORMATION

The contractor shall document system configuration using Logistics Product Data (LPD) and generate LPD summaries in accordance with GEIA-STD-0007. The LPD shall support resource requirements including required spares and support equipment. Using Source Maintenance and

Recoverability (SM&R) Codes, the contractor shall develop a listing of which items should be repaired and which should be discarded. Warranty information will not be generated using

GEIA-STD-0007.

(DI-SESS-81758A) Logistics Product Data

(DI-SESS-81759A) Logistics Product Data Summaries

(See Annex to Exhibit A) Tailored Logistics Product Data Attribute Selection Sheet

4.10 OPERATION AND MAINTENANCE MANUALS

The contractor shall provide each operation and maintenance task in detail and in logical, systematic steps for the work to be accomplished. The contractor shall provide Commercial off the Shelf (COTS) Operator and Maintenance Manuals that provide instructions suitable for use by the intended audience of the system. The Operator Manual shall also include operator maintenance tasks such as preventive maintenance checks and services, inspection, lubrication, adjustment, and operator level repair and replacement tasks as needed.

(DI-TMSS-80527C) Commercial Off The Shelf Manuals & Associated Supplemental Data

4.11 PARTS STANDARDIZATION

The contractor shall influence the system design to achieve maximum subsystem, component and repair parts commonality. The contractor shall minimize equipment and parts proliferation through a standardization effort. The standardization effort shall maximize the use of parts already in the inventory and where practical, use the same or updated part number. Refer to

Appendix C, Standard Tower Site Hardware.

4.12 UNIQUE IDENTIFICATION (UID) OF TANGIBLE ITEMS

The contractor shall coordinate among the Government to determine items requiring unique identification including embedded subassemblies, components and parts, and identify the UID to be used for each item. The contractor shall provide unique item identification, or a Department of Defense (DoD) recognized unique identification equivalent, for all identified items delivered.

UID marking design for each item shall be both machine readable and human readable in accordance with MIL-STD-130N, paragraph 5.2.

(NOTE: For more guidance, http://www.acq.osd.mil/dpap/pdi/uid/index.html and Defense

Acquisition Guidebook, Chapter 4, systems engineering UID considerations.)

(DI-MGMT-81858) Unique Identification (IUID) Marking and Verification Report

4.13 TRAINING

The contractor shall define, develop, and conduct training for users/operators to understand the functional and operational capabilities. The contractor shall provide training and training system documents required to support configuration, and operation of tower, hardware and software (if applicable), system tools, techniques, methodologies, and for sustaining. The contractor shall use, to the maximum extent possible, all previously developed data that can be applied toward satisfying the training requirements. Maintenance training will not be required for standard parts. The training shall be conducted at Fort Polk, LA. The training shall be video recorded for reference.

(DI-MISC-80711) Scientific and Technical Reports

4.14 CONTRACTOR PERSONNEL REQUIREMENTS/ANTITERRORISM

(AT)/OPERATIONS SECURITY (OPSEC)

4.14.1 AT Level 1 Training

All contractor employees, to include Subcontractor employees, requiring access Army installations, facilities and controlled access areas shall complete AT Level I awareness training in accordance with AR381-12 within thirty (30) calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. The contractor shall submit certificates of completion for each affected contractor employee and Subcontractor employee, to the COR or to the contracting officer, if a COR is not assigned, within thirty (30) calendar days after completion of training by all employees and Subcontractor personnel. AT level I awareness training is available at the following website: http://jko.jten.mil.

4.14.2 Access and General Protection Policy and Procedures for Contractor Requiring Common

Access Card (CAC)

All contractor and all associated Subcontractors employees shall provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office.

Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by

DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

Before CAC issuance, the contractor employee requires, at a minimum, a favorably http://www.acq.osd.mil/dpap/pdi/uid/index.html adjudicated National Agency Check with Inquiries (NACI) or an equivalent or higher investigation in accordance with Army Directive 2014-05. The contractor employee will be issued a CAC only if duties involve one of the following: (1) Both physical access to a DOD facility and access, via logon, to DOD networks on-site or remotely; (2) Remote access, via logon, to a DOD network using DOD -approved remote access procedures; or (3) Physical access to multiple DOD facilities or multiple non- DOD federally controlled facilities on behalf of the DOD on a recurring basis for a period of 6 months or more. At the discretion of the sponsoring activity, an initial CAC may be issued based on a favorable review of the FBI fingerprint check and a successfully scheduled NACI at the Office of Personnel Management.

4.14.3 iWATCH Training

The contractor and all associated Subcontractors shall brief all employees on the local iWATCH program (training standards provided by the requiring activity AT Office). This local developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR. This training shall be completed within 30 calendar days of contract award and within thirty (30) calendar days of new employees commencing performance with the results reported to the COR no later than sixty

(60) calendar days after contract award.

4.14.4 OPSEC Program

The contractor shall develop an OPSEC Standing Operating Procedure (SOP)/Plan within 90 calendar days of contract award, to be reviewed and approved by the responsible

Government OPSEC officer. This plan will include a process to identify critical information, where it is located, who is responsible for it, how to protect it and why it needs to be protected. The contractor shall implement OPSEC measures as ordered by the commander. In addition, the contractor shall have an identified certified Level II OPSEC coordinator per AR 530-1.

4.14.5 Requirement for OPSEC Training

Per AR 530-1, Operations Security, contractor employees must complete Level I OPSEC training within thirty (30) calendar days of their reporting for duty. All contractor employees must complete annual OPSEC awareness training. The contractor shall ensure all applicable employees have completed OPSCE initial training and annual refresher training and shall certify that their work force has completed the training through the submission of completion certificates(s) to the COR within 30 30 days of arrival on the installation. OSPEC training can be accomplished at the Defense Security Services website at:

http://cdsetrain.dtic.mil/opsec/idex.htm.

4.14.6 Threat Awareness Reporting Program (TARP)

For all contractors with security clearances, per AR 381-12 Threat Awareness and

Reporting Program (TARP), contractor employees must receive annual TARP training by a counterintelligence agent or other trainer as specified in 2-4b.

4.15 CONTRACTOR MANPOWER REPORTING APPLICATION (CMRA)

The contractor shall report ALL contractor labor hours (including subcontractor labor hours) required for performance of services under this contract for the Tactical Tower Replacement program via a secure data collection site. The contractor is required to completely fill in all required data fields using the following web address: http://www.ecmra.mil/. Reporting inputs will be for labor executed during the period of performance during each Government Fiscal Year

(FY) which runs October 1 through 30 September. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year.

Contractors can find User Guides, Frequently Asked Questions and may direct questions to the help desk at http://www.ecmra.mil/.

http://www.ecmra.mil/ http://www.ecmra.mil/

Appendix A - Fort Polk Requirements

1. General Statements:

1.1. Contractor shall comply with all local, state, and federal codes and all federal wage laws.

This includes but not limited to NFPA, IBC, UFC, IPC, INEC, NEC, NESC, NFPA, LSSRB, MUTCD, OSHA, ASHRAE, TM 5-807-10, ANSI, ADA/ABA, Fort Polk

Installation Design Guide (IDG), EM 385-1-1, and AR420-1. The latest version of all codes and standards shall be used as design guides as long as there are no conflicts with the requirements as stated in this document.

1.2. If digging, excavating, and/or drilling are required, the contractor shall apply and obtain a permit/utility outage request.

1.2.1. To initiate a dig permit, the Contractor shall proceed to Building 3307, DPW Work

Reception, where the receptionist will initiate two service orders (exterior electric and natural gas).

1.2.2. The Contractor will then take the initiated dig permit with site drawings to Building

3305. This will begin the marking of the two utilities mentioned above.

1.2.3. The Contractor will still be responsible for contacting the remainder of the utility companies listed on the dig permit such as SRI, Louisiana One Call, etc.

1.2.4. Outages for power and natural gas must be coordinated through the Operations and

Maintenance Division located at Building 3304 fourteen (14) days prior to the proposed work date or outage. All outages affecting domestic water shall require the submission and approval of the “American Water Application for Outage Form.”

1.2.5. All new utility trenches shall be 24 inches deep unless otherwise specified. A plastic warning tape shall be placed in each new utility trench 12” below grade.

1.3. Water usage on Fort Polk;

1.3.1. Non-potable (other than potable). Contractors requiring water in the performance of their contract for other than potable use can fill their water tanks at the South Fort

Water Plant located on Pennsylvania Avenue in Bldg 2902. Contractors are required to have an approved backflow prevention device to obtain water from the plant. To schedule a time to fill water tanks, call 337-531-2036 or 531-6596.

1.3.2. Potable. Contractors requiring water in the performance of their contract for potable use are authorized to use the installation two potable water points. The South Fort potable water point is located on Georgia Avenue in the 2900 block. The North Fort potable water point is located on K Avenue, south of Access Control Point Seven.

Only containers properly marked “Potable Water” are authorized for use at Fort

Polk’s potable water points.

1.3.3. All connections to the Fort Polk water system shall be equipped with a back-flow prevention device. The device shall be furnished and installed by the Contractor.

This includes connection to fire hydrants, cooling tower make-up and closed loop piping fill. All such connections shall have an approved cut off valve. Back flow preventer shall be tested and certified to be in proper working order. Written certification documentation of the BFD shall be submitted to the associated DPW

Project Manager prior to use.

1.4. Utility meter requirements;

1.4.1. Domestic water, gas, and electricity shall utilize advance digital utility meters and be physically accessible by DPW and/or a privatized utilities visual reading inspector.

1.4.2. Meters shall be provided and installed by the contractor as part of this effort. Provide meters equivalent to:

1.4.2.1. Electrical; Shark 200 (ENC4XSHK200-120-60-10-V2-D2-INP100S-PO1S), prewired in a NEMA4 indoor rated enclosure with Modbus protocol and

Ethernet interface

1.4.2.2. Natural Gas; RABO Gas Meter

1.4.3. Each meter shall be wired in appropriate conduit. The natural gas (Sonix 880) and/or water meter (Neptune E-Coder R900) shall be connected to the Shark 200 electrical meter. The electrical meter cannot be placed outdoors or anywhere the face of the meter is exposed to the elements and shall be connected to a data port located within the telecommunication closet for future connectivity to an enterprise-wide energy monitoring system.

1.4.4. For each meter location, provide horizontal Category 6 or current NEC standard cabling from patch panel termination in the telecommunications room to the data outlet termination IAW TIA/EIA-568-C.1. The linear footage between the TR and the outlet should not exceed 250 feet. Terminate, label and test category 6 horizontal cable IAW Technical Criteria for Installation Information Infrastructure Architecture

(TC-I3A), latest edition. Ground as required per TC-I3A.

1.4.5. The data outlet termination shall be weatherproofed to allow weatherproof connection of a data patch cable between the data outlet and meter.

1.4.6. Meters shall be placed into operation as soon as possible to monitor and ensure proper operation; they shall be safeguarded to ensure they remain free of damage. This is not an effort to charge contractor but data is to be reported to the Utility Management team, BOID, DPW.

1.5. All work in regard to electrical systems shall be done in accordance with Entergy’s standard procedures as stated in the current Fort Polk Installation Design Guide, National

Electrical Code and NESC requirements. EMT conduits, if applicable, shall require compression type connectors and couplings. PVC conduit shall not be used above grade unless specifically required by the contract.

1.6. All work concerning communication systems shall be done in accordance with

Installation Information Infrastructure Technical Guide I3A, Network Enterprise Center

(NEC) and EIA/TIA 568A standard procedures.

1.7. All work in regard to water and wastewater systems shall be done in accordance with the current edition of American Water Military Services Group’s “Design Guide for Water and Wastewater Facilities” (dated 20 July 2009) and appendices. PVC water pipes are being used above grade inside existing fenced cooling tower enclosure. Any new use of

PVC pipe as part of this project will require written DPW approval. American Water and

DPW must approve all new connections before acceptance.

1.8. The contractor shall provide, if applicable, a storm water pollution prevention drainage plan must be filed. Report is to be filed with Environmental and Section 6 - Appendix X, Para X16.

1.9. As part of this installation’s Net Zero Initiative, and the solid waste management plan, all demolition and waste materials that may be generated as a result of project activities shall be assessed during the IPR/Charrettes and/or design reviews for their recyclable value and acceptance into the JRTC & Fort Polk Qualified Recycling Program (QRP).

1.9.1. Prior to commencement and during project activities, the contractor shall communicate and coordinate with the QRP to determine the current commodities, operating times, and delivery schedules for materials that are to be processed through the QRP.

1.9.2. The QA/QC will ensure that all QRP-accepted materials are diverted and delivered to the QRP. A monthly report shall be submitted by the contractor through the QA/QC to the installation solid waste manager for those recyclable materials processed through the QRP.

1.9.3. All other solid waste materials generated by the contractor shall be disposed of off

Fort Polk at a state permitted waste disposal site unless otherwise approved.

1.10. No materials containing asbestos shall be used on this project.