01. Attch 1 JBSA-LACKLAND-CBRN-SOW Version 7 (10 Apr 23) (No CUI).pdf

ATTACHMENT 1

STATEMENT OF WORK (SOW)

FOR THE

BASIC MILITARY TRAINING (BMT) PACER FORGE

CHEMICAL, BIOLOGICAL, RADIOLOGICAL AND NUCLEAR

(CBRN) TRAINING FACILITY

SURVEILLANCE SYSTEM INSTALLATION PROJECT

JBSA-LACKLAND, TX

737 TRSS/TSS

BASIC MILITARY TRAINING CLOSED CIRCUIT TELEVISION

(CCTV) ADMINISTRATION

JBSA-LACKLAND, TX

10 April 2023

DOCUMENT: Attch 1 JBSA-LACKLAND-CBRN-SOW Version 7 (10 April 23)

DISTRIBUTION STATEMENT D: Distribution authorized to Department of Defense and U.S.

DoD contractors only for Administrative and Operational Use 10 April 2023. Other requests for this document shall be referred to 737 TRSS/TSS, BMT CCTV Administration, 1618 Truemper Rd, Suite 112, JBSA-Lackland, TX 78236.

DESTRUCTION NOTICE: Destroy by any method that will prevent disclosure of contents or reconstruction of the document.

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TABLE OF CONTENTS

Section Page

1.0 PURPOSE

1.0.1 Scope

2.0 APPLICABLE DOCUMENTS

2.0.1 General

2.0.2 Government Documents

2.0.2.1 Specifications, Standards, and Handbooks

2.0.2.2 Other Government Documents, Drawings, and Publications

2.0.2.3 Others

2.0.2.4 Order of Precedence

3.0 SUMMARY REQUIREMENTS 3

3.0.1 CBRN CCTV Extension Summary

3.0.2 CBRN CCTV GE and ICS Summary

3.1 CBRN CCTV Extension

3.1.1 Trench 1

3.1.2 Pier 1

3.1.3 Trench 2

3.1.4 Pier 2

3.1.5 Trench 3

3.1.6 CCTV Infrastructure Enclosure Stand

3.1.7 Fiber Installation

3.2 GOVERNMENT FURNISHED EQUIPMENT (GFE)

3.2.1 Identification/Checkout/Test of GFE for System Integration

3.2.2 GFE Support

3.2.3 GFE Status

3.3 INFRASTRUCTURE

3.3.1 Environmental Requirements

3.4 DETAILED DESIGN & SPECIFICATION PACKAGE

3.4.1 Site Design/Installation Plans and Specifications

3.4.2 Site Design Review

3.4.3 System Installation and Integration

3.4.4 Security & Escorts

3.4.4.1 Base Authorizations/Permits

3.4.4.2 Other Installation Tasks

3.4.5 Quality Control (QC)

3.4.5.1 Government QA Visits

3.4.5.2 Government Hazardous Waste/Material

3.4.5.3 Equipment Disposition

3.5.4 Packaging, Handling, Storage, and Transportation (PHS&T)

3.6 FUNCTIONAL TEST & EVALUATION

3.6.1 Contractor Verification Test (CVT)

TABLE OF CONTENTS

Section Page

3.6.2 Contractor Support of Government Acceptance Test

3.6.3 Deficiency Correction

3.7 System Engineering and Program Management

3.7.1 System Engineering

3.7.1.1 Configuration Management

3.7.2 Program Management

3.7.2.1 Risk Management

3.7.2.2 Weekly Status Reviews

3.7.2.3 Financial Reporting

3.7.2.4 Supply Chain Risk Management

3.8 Data

3.8.1 Electronic Data Interchange (EDI)

3.8.2 Technical Data

3.8.3 Management and Other Data

4.0 PROGRAM SECURITY

5.0 GOVERNMENT FURNISHED EQUIPMENT (GFE) LIST

6.0 ACRONYMS AND DEFINITIONS

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1.0 PURPOSE

The purpose of this acquisition is to extend the existing Basic Military Training (BMT) Surveillance System to the new Pacer Forge Chemical, Biological, Radiological, and Nuclear (CBRN) training facility at Chapman Annex, JBSA-Lackland, TX. This surveillance system is intended to provide training personnel with an important tool in the protection, determent, and prosecution of misconduct at

BMT.

1.0.1 Scope

The scope of this effort includes all activity and work required to design/install/integrate/test and deliver the required Closed-Circuit Television (CCTV) Surveillance System extension. This includes, but is not limited to: contractor management; system design; purchase of Commercial Off-the-Shelf (COTS) equipment, ancillary equipment and necessary supporting infrastructure; installation of all contractor provided equipment and infrastructure; integration with existing system components/infrastructure and Government Furnished Property/Equipment (GFP/GFE); support of applicable GFP/GFE; contractor verification testing; contractor training of site personnel; site support; and contractor support of Government testing.

2.0 APPLICABLE DOCUMENTS

2.0.1 General

The following documents are applicable to this SOW to the extent specified herein. While every effort has been made to ensure the completeness of this list, the contractor shall meet all specified requirements in this SOW and the specification whether or not they are listed in this section. Where not specifically cited below, the contractor is responsible for compliance with applicable federal, state, local and base codes, regulations and laws, as well as applicable base and industry architectural and construction standards during performance of orders.

2.0.2 Government Documents

2.0.2.1 Specifications, Standards, and Handbooks.

The following specifications, standards, and handbooks, of the exact revision listed below, form a part of this document to the extent specified herein.

UFC 3-301-01 1 Oct 19 Unified Facilities Criteria (UFC) Structural Engineering

UFC 3-400-02 20 Sep 18 Unified Facilities Criteria (UFC) Design: Engineering Weather Data

UFGS Current Unified Facilities Guide Specifications (UFGS) Listing

(Copies of above documents are available at: http://www.wbdg.org) http://www.wbdg.org/

EIA-649B 1 Apr 11 SAE International Technical Report, Configuration Management Standard (Adopted by DoD 01 Feb 99)

(Copies of above document are available through: http://standards.sae.org/eia649b/

MIL-HDBK-61A 7 Apr 20 Configuration Management Guidance

MIL-STD-130N 16 Nov 12 DOD Standard Practice, Identification w/ Change 1 Marking of US Military Property

(Copies of above documents are available at: http://quicksearch.dla.mil/

2.0.2.2 Other Government Documents, Drawings, and Publications.

The following other Government documents, drawings, and publications, of the exact revision level shown, form a part of this document to the extent specified herein.

DEPARTMENT OF DEFENSE

DoD 5220.22M 18 May 16 National Industrial Security Program Incorporating Change 2 Operating Manual (as pertains to

UNCLASSIFIED data)

DoDI 8510.01 29 Oct 19 Risk Management Framework for DoD Information Technology

DoDI 8500.01 7 Oct 19 Cybersecurity Incorporating Change 1

(Copies of above document are available at: http://www.dtic.mil/whs/directives/)

DoD Standard Operating 25 Feb 11 Acquisition/Procurement Guide for Procedure Unique Item Traceability Data Integrity, V1.0

(Copies of above document are available at: www.acq.osd.mil/dpap

737 TRSS/TSS, BMT CCTV ADMINISTRATION, JBSA-LACKLAND

JBSA-LACKLAND-BMT-SPEC 1 August 22 Installation Specification for the JBSA- Lackland, BMT Surveillance System Installation

JBSA-LACKLAND-BMT-ESC 1 August 22 Equipment Salient Characteristics (ESC) for the Basic Military Training (BMT) Surveillance System Installation Project

(Copies of above documents are available from 737 TRSS/TSS, BMT CCTV Administration, 1618 Truemper Rd, Suite 112, JBSA-Lackland, TX 78236.)

Atch 1: JBSA-LACKLAND-CBRN-SOW Version http://standards.sae.org/eia649b/ http://quicksearch.dla.mil/ http://www.dtic.mil/whs/directives/ http://www.acq.osd.mil/dpap

AIR FORCE

AFPAM 63-113 17 Oct 13 Program Protection Planning for Life Cycle Management

(Copies of above documents are available at: http://www.e-publishing.af.mil

2.0.2.3 Others.

The following referenced items, of the exact revision listed below, form a part of this document, to the extent specified herein.

None.

2.0.2.4 Order of Precedence.

In the event of a conflict between this document and the references cited herein, the more stringent requirement shall take precedence, unless directed otherwise by the contracting officer. Nothing in this SOW, however, supersedes applicable federal, state, and local codes and regulations unless a specific exemption has been obtained.

3.0 SUMMARY REQUIREMENTS

3.0.1 CBRN CCTV Extension Summary.

The contractor shall excavate a trench from an existing camera pole vault located in the vicinity of the Pacer Forge water obstacle to the new CBRN facility, into which the contractor shall install 2” PVC schedule 80 conduit. The contractor shall cast two (2) concrete piers for the mounting of two (2) Government Funded Equipment (GFE) camera poles, each one located diagonally 30’ x 15’ Rise Over Run (ROR) (approximately 32 feet) from the north-east and south-west corners of the new CBRN facility in accordance with provided blueprints. The contractor shall excavate trenches between the newly cast north-east and south-west piers and the new CBRN facility into which the contractor shall install 2” PVC schedule 80 conduit. The contractor shall cover all exposed trenching not backfilled at the end of each workday with material capable of supporting no less than three hundred (300) pounds of downward vertical force. The contractor shall provide a steel stand as described in section 3.1.6 for the physical support of the GFE CCTV infrastructure enclosure. All work by the contractor shall meet requirements of this SOW, JBSA- LACKLAND-BMT-SPEC, and National Electric Code (NEC).

3.0.2 CBRN CCTV GFE and ICS Summary.

The contractor shall provide all necessary upgrades to existing CCTV infrastructure that link the infrastructure described in this SOW in support of existing CCTV system operations and shall integrate approved GFE where specified into the system. The contractor shall manage the effort to ensure delivery of materials that meets specified requirements. The contractor shall also provide ancillary equipment, materials and/or supplies needed for the installation and associated infrastructure. The Contractor shall conduct verification testing of the system and subsystems, and support Government acceptance testing (GAT) See paragraph 3.6.2.

http://www.e-publishing.af.mil/

3.1 CBRN CCTV EXTENSION

3.1.1 Trench 1.

The contractor shall excavate a two (2) foot deep trench approximately thirty-two (32) feet in length to reach between the newly cast south-west corner pier (see Para. 3.1.2 Pier 1) and the existing concrete pad of the new CBRN facility.

At the trench termination point at the pier, the contractor will install/bury at grade level, one

Underground Enclosure Assembly (handhole) incorporating imprinted fiber optics labeling, 18 inches nominal depth by 32 inches nominal length by 19 inches nominal width, with a rating not less than 15,000 pounds, meeting or exceeding specifications of recommended brand name model Quazite #PG1730Z80521.

Beginning at the handhole and terminating at the CBRN facility, the trench shall be fitted with 2-inch PVC schedule 80 conduit.

The conduit shall surface at the new CBRN facility utilizing a below-the-surface galvanized steel

90-degree rigid elbow to transition the PVC conduit from horizontal to vertical, terminating in an access box, the bottom of which shall be located approximately two (2) feet above grade. The access box shall not be less than 8 x 8 x 4 inches (nominal), made of metal, have a NEMA enclosure rating not less than 2; 3R;

4, be lockable, and meet or exceed specifications of recommended brand name model RITTAL Enclosure JB080804HC or similar.

The contractor shall include in all contiguous runs of conduit two (2) runs of conduit pull string specifically manufactured for that purpose. The contractor shall place 3 inch-wide ‘detectable’ marking tape indicating buried fiber lines conforming to the specifications of NSI Industries ULTD-342 brand name or equal, no less than 12 inches above all runs of below-ground horizontal conduit. The contractor shall, upon completion of the conduit and detectable marking tape installation, backfill the trench and restore the area to previous grade conditions.

3.1.2 Pier 1.

The contractor shall excavate for and cast in place one two (2) foot diameter by eight (8) foot long concrete pier for the mounting of a GFE camera pole located approximately thirty-two (32) feet from the south-west corner of the new CBRN facility in accordance with provided blueprints. Pier 1 shall project no less than two (2) feet above grade and include inside the casting exiting from the top and side 2 inch PVC schedule 80 conduit utilizing a matching diameter galvanized steel 90-degree rigid elbow to transition the conduit from vertical to horizontal, and one ¾” ground rod protruding no less than 8” above the cast concrete upper horizontal surface, both in accordance with provided blueprints. During the casting process the contractor shall set in the pier 1 in accordance with the camera pole manufacturer’s instructions four (4) GFE J-bolt style mounting rods to facilitate the final mounting of the camera pole. The contractor shall upon pier 1 completion, backfill and restore the area to previous grade conditions.

3.1.3 Trench 2.

The contractor shall excavate a two (2) foot deep trench approximately thirty-two (32) feet in length to reach between the newly cast north-east corner pier (see Para. 3.1.4 Pier 2) and the existing concrete pad of the new CBRN facility. A handhole at the pier 2 location is not required for trench 2.

Beginning at pier 2 and terminating at the CBRN facility, the trench shall be fitted with 2-inch PVC schedule 80 conduit. The conduit shall surface at the new CBRN facility utilizing a below-the-surface galvanized steel 90-degree rigid elbow to transition the PVC schedule 80 conduit from horizontal to vertical, terminating in an access box located approximately two (2) feet above grade.

The contractor shall include in all contiguous runs of PVC schedule 80 conduit two (2) runs of conduit pull string specifically manufactured for that purpose. The contractor shall place 3 inch-wide ‘detectable’ marking tape indicating buried fiber lines conforming to the specifications of NSI Industries ULTD-342 brand name or equal, no less than 12 inches above all runs of below-ground horizontal conduit. The contractor shall, upon completion of the conduit and detectable marking tape installation, backfill the trench and restore the area to previous grade conditions.

3.1.4 Pier 2.

The contractor shall excavate for and cast in place one two (2) foot diameter by eight (8) foot long concrete pier for the mounting of a GFE camera pole located approximately thirty-two (32) feet from the north-east corner of the new CBRN facility in accordance with provided blueprints. Pier 2 shall project no less than two (2) feet above grade and include inside the casting exiting from the top and side PVC schedule 80 conduit utilizing a galvanized steel 90-degree rigid elbow to transition the conduit from vertical to horizontal, and one ¾” ground rod protruding no less than 8” above the cast concrete upper horizontal surface, both in accordance with provided blueprints. During the casting process the contractor shall set in pier 2 in accordance with the camera pole manufacturer’s instructions four (4) GFE J-bolt style mounting rods to facilitate the final mounting of the GFE camera pole. The contractor shall upon pier 2 completion, backfill and restore the area to previous grade conditions.

3.1.5 Trench 3.

The contractor shall excavate a two (2) foot deep trench approximately one hundred and forty-two

(142) feet in length beginning at the existing CCTV vault (handhole) next to the existing camera pole pier located in the vicinity of the Pacer Forge water obstacle to the handhole located at pier 1, into which the contractor shall install 2-inch PVC schedule 80 conduit. The conduit shall surface inside the existing CCTV handhole next to the camera pole utilizing a galvanized steel 90-degree rigid elbow to transition the PVC conduit from horizontal to vertical. The conduit shall surface at the other end inside the new pier 1 handhole utilizing a galvanized steel 90-degree rigid elbow to transition the PVC schedule 80 conduit from horizontal to vertical. The contractor shall include in all contiguous runs of PVC conduit two (2) runs of conduit pull string specifically manufactured for that purpose. The contractor shall place 3 inch-wide ‘detectable’ marking tape indicating buried fiber lines conforming to the specifications of NSI Industries ULTD-342 brand name or equal, no less than 12 inches above all runs of below-ground horizontal conduit. The contractor shall, upon completion of the conduit and detectable marking tape installation, backfill the trench and restore the area to previous grade conditions.

3.1.6 CCTV Infrastructure Enclosure Stand.

The contractor shall manufacture or procure and install a stand for the CCTV GFE Network Infrastructure Enclosure (American Products Minifort [AM-202822-9RU]) to support the enclosure approximately 30 inches above the floor of the CBRN observation room located in the south of the facility.

The stand’s horizontal dimensions shall be 28 inches wide by 22 inches deep. The stand shall made of a steel alloy capable of supporting a weight of not less than 300 pounds. The contractor shall ensure that the stand is protected from corrosion with either an organic cellulose-enamel based paint or baked powder coating of which any primary color is acceptable. Either solution is acceptable for corrosion prevention, the choice of which may be determined by the contractor’s capabilities but where available baked power coating is preferred.

3.1.7 Fiber Installation.

The contractor shall provide and install fiber communications cable from building 1114 (Debrief B) communications room, through to the CBRN facility GFE CCTV Network Infrastructure Enclosure utilizing both the existing GFE and newly installed underground conduit. The contractor will provide materials that meets or exceeds the following requirements:

a. A maximum of 500 linear feet of optical communications fiber meeting the specifications of recommended brand name model Corning 6 strand 50/125 multimode OM3, underground, gel free fiber optic cable, part number COR-006T88-31180-A3 or equivalent.

b. The contractor shall ensure the fiber installed in building 1114 originates from a wall/shelf

Dual-Panel Closet Connector Housing (CCH) meeting the specifications of recommended brand name model Corning 2 Panel Wall Mount Enclosure COR-WCH-02P or equivalent, furnished with at least one

(1) recommended brand name model Corning 6 Fiber CCH Panel, LC Duplex Adapter, 50 µm multimode (OM3/4) COR-CCH-CP06-E4 or equivalent. Said 2 Panel Wall Mount Enclosure shall be securely mounted above and to the left of the existing Network Infrastructure Enclosure upon the existing fire-retardant rated plywood wall sheathing located there.

c. The contractor shall ensure the fiber terminating in the CBRN GFE CCTV Network

Infrastructure Enclosure is spliced into a contractor supplied optical fiber communications Dual-Panel 1U CCH meeting the specifications of recommended brand name model Corning COR-CCH-01U or equivalent, furnished with at least one (1) recommended brand name model Corning 6 Fiber CCH Panel, LC Duplex Adapter, 50 µm multimode (OM3/4) COR-CCH-CP06-E4 or equivalent.

d. Upon completion of the fiber installation the contractor will fill all open conduit ends in handholds and wall penetrations per applicable paragraphs under NEC 300.5 unless otherwise requested by the 737 TRG CCTV Office (herein; the CCTV Office).

3.2 GOVERNMENT FURNISHED EQUIPMENT (GFE)

3.2.1 Identification/Checkout/Test of GFE for System Integration.

During the design review, the contractor shall perform an inventory and functional inspection/checkout/test of the GFE intended for use to verify operation and suitability for integration into the system. The contractor shall verify and authenticate the capabilities and functionality of GFE infrastructure including, but not limited to, conduits, cabling, grounding, alarm channels, and other applicable items. The contractor shall identify adverse conditions such as but not limited to potential electromagnetic interference sources or potential for damage from liquids such as water. The contractor shall verify that existing lightning protection on GFE to be integrated with the new system is properly grounded and shall report any grounding discrepancies to the Government. The contractor shall identify which existing GFE (including surveillance systems equipment and infrastructure) can/cannot be integrated into the new system; identify reasons for GFE non-suitability for integration; and identify the equipment or components that are to be integrated which require upgrade or repair/replacement because they did not meet requirements or pass the test. The contractor shall identify the proposed disposition of GFE not planned to be used/integrated into the new system.

3.2.2 GFE Support.

The contractor shall maintain GFE intended for reuse commencing upon system integration.

3.2.3 GFE Status.

The contractor shall notify the Government of any GFE failure during the period when the GFE is being integrated; system tested during CVT; during the period of Government Acceptance Test; and systems turnover.

3.3 INFRASTRUCTURE.

The contractor shall furnish and install all necessary infrastructure and incidentals required to support system integration, installation, testing, and operation including, but not limited to, cabling, conduits, wiring, manholes, handholes, interior junction boxes, and grounding, etcetera, and any other equipment, parts, and items required to complete the system installation and turnover to the user. The contractor shall ensure that contractor provided infrastructure conforms to applicable base architectural, civil engineering, and construction standards; complies with applicable federal, state and local codes and regulations; and complies with ESE-SIT-0001.

3.3.1 Environmental Requirements.

The contractor shall ensure component functionality is not degraded based on the operational environment and shall deliver work which satisfies the environmental requirements of ESE-SIT. The contractor shall provide environmental protection to components sited outdoors, but which cannot meet outdoor environmental requirements without protection. The contractor shall determine environmental conditions using UFC 3-400-02, and site-specific environmental structural requirements shall be determined from UFC 3-301-01, Appendix E.

3.4 DETAILED DESIGN & SPECIFICATION PACKAGE

3.4.1 Site Design/Installation Plans and Specifications.

The contractor shall prepare a Site Design/Installation Plan and Specification Package that details the installation and integration of the prime mission equipment (PME), GFP/GFE (Government Furnished Property/Government Furnished Equipment), and contractor provided supporting infrastructure. The contractor’s design/installation plans and specifications shall comply all UFC and UFGS that are applicable to the contractor’s specific design, materials, and implementation methods.

3.4.2 Site Design Review.

The contractor shall conduct design review with participation by the CCTV Office and all applicable Government representatives not listed here to review proposed designs for compliance with specified requirements. The site design review shall be conducted at the site location to allow maximum participation by base personnel. The contractor must submit a design review in order to determine if the design is acceptable before the start of all work. The design review will not be considered complete until all issues are resolved. As part of the proposal, the contractor shall identify a complete listing of proposed equipment requiring purchase to meet the contractor’s planned installation schedule. The Government CO’s representative will review the proposed purchases and the Contracting Officer (CO) may provide authorization to purchase if justified. The Design Reviews will not be considered complete until all issues are resolved, and the contractor has received Government CO approval to proceed with procurement of equipment and installation.

The design reviews are intended as a tool to mitigate the risk that the contractor’s design will not meet the contractual effort’s performance requirements. Any comments or questions communicated to the contractor as a result of the design reviews are suggestions to help the contractor mitigate risk.

3.4.3 System Installation and Integration

The contractor shall not begin the procurement and installation efforts until approval of the release for construction design package and PCO formal notification to proceed unless otherwise approved by the Contracting Officer. After notification/approval to proceed, the contractor shall furnish all required prime mission equipment, ancillary equipment and materials, services, labor, tools, and infrastructure necessary to implement the design; install and integrate the system and applicable GFP/GFE. The contractor shall adhere to the guidelines contained in United Facilities Criteria (UFC) and UFGS (UF Guide Specifications) applicable to the contractor’s specific installation materials, processes, and methods when installing the system and associated infrastructure.

During installation, the contractor shall provide an on-site supervisor to act as the single point of contact to the Government CO and BMT CCTV Office POC(s). The on-site supervisor shall have the authority to manage all on-site staff and subcontractors performing work under this contract. As the contractor’s representative on site, this individual shall have the responsibility and authority to interface directly with these Government representatives to provide status and resolve issues.

The contractor shall coordinate installation activity with the Government CO and BMT CCTV

Office POC(s) and make all necessary arrangements to mitigate potential mission impacts due to anticipated temporary utility outages, noise effects, dust containment, building circulation restrictions, life safety egress, and other potential operational impacts to allow the base to plan accordingly. The contractor shall notify the 502nd Communications Squadron (CS) and the 502nd Civil Engineering Squadron (CES) prior to interconnecting, modifying, or disturbing the existing infrastructure. When applicable, the contractor will be notified by the Government CO of the need to accomplish the activity after normal duty hours to minimize the effect to base personnel and operations.

The contractor shall leave existing GFE subsystems that are not planned to be incorporated or integrated into the new system intact to the greatest extent possible unless otherwise required or directed by the Government CO. Any non-integrated subsystem or portion thereof that remains in place shall be independent and distinctly separate from the new system. Existing communications and power infrastructure that supports other than the new security project shall be left in place and operational unless otherwise directed.

3.4.4 Security & Escorts.

The contractor shall coordinate with installation Security Forces and the 737 TRG to ensure compliance with base security requirements; installation and restricted area access; and escort requirements.

3.4.4.1 Base Authorizations/Permits.

Prior to beginning installation, the contractor shall obtain all requisite on base authorizations/permits necessary to perform system installation.

3.4.4.2 Other Installation Tasks.

In addition, the contractor shall:

a. Obtain all necessary certifications and comply with all safety requirements.

b. Obtain all requisite manufacturer/vendor certifications and/or training, as required, for the installation/repair of their equipment and technologies.

c. Obtain requisite environmental and life safety approvals.

d. The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses and permits, and for complying with any Federal, State, municipal, base-level environmental, and base-level civil engineering laws, codes, and regulations applicable to the performance of the work. The Contractor shall also be responsible for all damages to persons or property that occurs as a result of the Contractor’s fault or negligence. The Contractor shall also be responsible for all materials delivered and work performed until completion and acceptance of the entire work, except for any completed unit of work which may have been accepted under the contract.

e. Prepare and coordinate a Base Civil Engineer Work Clearance Request, prior to performing digging of any type; and arrange to have existing utilities located prior to beginning digging and boring operations in the individual areas.

f. Ensure that contractor digging near existing utilities is done by hand, five (5) feet either side of the point along the intended route in order to prevent disturbing the existing utility.

g. Protect existing utilities, uncovered in the new excavation, from damage and movement while in the open excavation and during backfill.

h. Be responsible for the repairs and associated costs for repairs of any utility damaged by the installation work, whose approximate location was made known to the contractor.

i. Ensure all exposed trenching not backfilled at the end of each workday is covered with material capable of supporting no less than three hundred (300) pounds of downward vertical force.

j. Maintain Redline installation drawings accurately depicting all current and actual installation results and accommodations due to real-time installation change requirements. Maintain, on site, a full-sized set of red-line drawings (marked as “As Built Field Data “drawings), shop drawings, survey notes, sketches, of all installed equipment during the entire installation and integration of the project for inspection by government at any time.

k. The Contractor shall keep the work area, including storage areas, free from accumulations of waste materials. Before completing the work, the Contractor shall remove from the work and premises any rubbish, tools, scaffolding, equipment, and materials that are not the property of the Government. This shall include the contractor’s mobilization area. Upon completing the work, the Contractor shall leave the work area in a clean, neat, and orderly condition satisfactory to the Contracting Officer.

l. The Contractor shall preserve and protect all structures, equipment, and vegetation (such as trees, shrubs, and grass) on or adjacent to the work site, which is not to be removed and which does not unreasonably interfere with the work required under this contract. The Contractor shall only remove trees when specifically authorized to do so and shall avoid damaging vegetation that will remain in place. If any limbs or branches of trees are broken during contract performance, or by the careless operation of equipment, or by workmen, the Contractor shall trim those limbs or branches with a clean cut and paint the cut with a tree-pruning compound as directed by the Contracting Officer. The Contractor shall protect from damage all existing improvements and utilities which are:

1) At or near the work site, and

2) On adjacent property of a third party, the locations of which are made known to, or should be known by the Contractor.

The Contractor shall repair any damage to those facilities, including those that are the property of a third party, resulting from failure to comply with the requirements of this contract or failure to exercise reasonable care in performing the work. If the Contractor fails or refuses to repair the damage promptly, the Contracting Officer may have the necessary work performed and charge the cost to the Contractor.

m. Be responsible for conducting dewatering operations necessary to facilitate inspection and to support installation activities whenever water is encountered, including Government infrastructure.

n. In the event of damage to contractor property while on an AF installation, the contractor shall immediately notify the base Security Forces Law Enforcement Desk of the incident and complete requisite incident report(s) to permit Security Forces to report and conduct an investigation into the cause.

The contractor shall also expeditiously notify the Government PM when the incident occurs and affirm that the required notification to the base Law Enforcement Desk has been completed.

3.4.5 Quality Control (QC).

The contractor shall establish and maintain a comprehensive Quality Control Program to include development and maintenance of a Quality Control Plan (QCP) which documents all aspects of the QC functions to be performed to verify the quality assurance of the installed system and supporting infrastructure.

3.4.5.1 Government QA Visits.

In addition, the contractor shall facilitate The 737TRG CCTV office (herein: Government QA) assistance visits during all phases of contractor installation, integration, and verification activities.

Government QA visits are intended to assist the contractor by providing timely Government observations on the quality of the contractor’s installation/test efforts to help the contractor resolve issues, mitigate risk, and complete a quality installation/integration/test effort necessary to ensure a successful Government acceptance test and system turnover. The contractor documented quality inspection results shall be reviewed by the Government during QA visits and prior to scheduling Government Acceptance Test (GAT).

3.4.5.2 Government Hazardous Waste/Material.

The Contractor shall be responsible for handling and containment of hazardous materials/waste encountered, disturbed or altered by the installation project. The Contractor shall provide all requisite information/documentation required by the base relative to control/abatement of hazardous materials encountered during the project. The Contractor shall control and abate all hazardous waste and contaminated material IAW the instructions outlined DOD 4160.21-M. The Contractor shall furnish all labor, materials, facilities, equipment, services, employee training, testing, permits and agreements necessary to perform the tasks required for the control/abatement of the hazardous materials. The Contractor shall be reimbursed for this activity in accordance with the contract.

3.4.5.3 Equipment Disposition.

The contractor shall transport unserviceable GFE components/ equipment and excess, serviceable, GFE to a central location to be determined by the 737 TRG representative, as applicable. This central location will serve as a “holding area” for excess serviceable and unserviceable equipment. The 737 TRG Commander or their representative will determine disposition of excess serviceable GFE equipment.

3.5.4 Packaging, Handling, Storage, and Transportation (PHS&T)

The contractor shall maintain inventory control at the contractor’s facility prior to shipping to the base, during site deployment and installation, and while moving equipment and replacement or repair parts between the base and manufacturer facilities. The contractor shall, IAW best commercial practices, preserve, package, and mark all items to be delivered under the terms of this contract in such a manner that protection is provided against corrosion, deterioration and physical damage during shipment and handling from source of supply to the ultimate destination. The contractor shall be responsible for delivery of all equipment and materials.

3.6 FUNCTIONAL TEST & EVALUATION

Functional test and evaluation completes the installation and integration effort by thoroughly testing installed equipment and verifying that all documentation is in place for the acceptance of the installed equipment by the Government.

3.6.1 Contractor Verification Test (CVT).

The CVT shall follow a systematic approach, establishing an organized test sequence.

The contractor shall conduct CVT IAW the Government approved, contractor test plan. Contractor system level verification testing shall be initiated following the completion of all installation and integration activities. On a non-interference basis, Government representatives including the BMT CCTV office representatives may witness CVT in support of the Government process for determining readiness for Government testing. Verification testing shall, at a minimum, include testing of all newly installed equipment, components, integrated GFE, integrated new infrastructure and GFE infrastructure and components; shall ensure proper function of all installed and integrated equipment IAW the specified requirements. CVT shall verify the proper function, integration, and performance of the work and that the work and including all components are stable and operating in accordance with specifications prior to Government Acceptance Testing (GAT).

Following completion of CVT, including the correction of deficiencies and regression testing as required, the contractor shall report test results which verify that the system is functioning properly;

satisfies specification requirements and is stable. When the contractor determines that CVT is complete verifying that the system meets performance requirements, the contractor shall submit a Test Readiness Letter to the Government certifying that the system is ready for GAT. Should a deficiency occur after completion of CVT, the contractor shall notify the Government and provide an explanation of the issue and proposed corrective action.

3.6.2 Contractor Support of Government Acceptance Test.

The contractor shall support the GAT by providing on-site technical assistance and on-site maintenance support during the test period. During GAT, the contractor shall ensure that the system is restored to operation within twenty-four hours in the event of any failure. After the 737TRG CCTV Office’s review of the contractor’s CVT report and receipt of the Test Readiness Letter, the 737TRG CCTV Office will conduct a Test Readiness Review (TRR) to determine if the system is ready for GAT. The mobilization of the Government test team to the site will take not more than 3 calendar days if the TRR finds the system is ready for Government test. Successful completion of these tests will normally be sufficient to allow the Government to formally accept the work through execution of an AFTO Form 747 (Communications and Information Systems Acceptance Certificate).

3.6.3 Deficiency Correction.

The contractor shall be responsible for the correction of all system deficiencies identified prior to and through CVT and Government Acceptance Test. The Government shall perform quality assurance checks and testing to assist the contractor in identifying deficiencies. To facilitate deficiency correction, the contractor shall use a deficiency tracking system for all deficiencies identified by the Government or contractor. At a minimum, this tracking system shall provide a detailed description of each deficiency and an up-to-date description of all actions taken to correct the deficiency.

3.7 SYSTEM ENGINEERING AND PROGRAM MANAGEMENT

3.7.1 System Engineering.

The contractor shall maintain a disciplined systems engineering approach and integrated processes to ensure that the system design is feasible and sound; that technical risks are identified, mitigated and managed; that the system is installed and integrated properly; that test and quality assurance processes are sufficient to verify requirement compliance; and that system and equipment performance requirements are met in a high quality, trustworthy, cost efficient and schedule compliant manner.

3.7.1.1 Configuration Management.

The Contractor shall conduct and maintain a configuration management and change control process in accordance with the guidelines of EIA-649B & MIL-HDBK-61A for all configuration items associated with the installation.

3.7.2 Program Management.

The contractor shall use and maintain sound and disciplined integrated program management procedures and processes to plan, organize staff, control and manage the effort and assess and report status toward achieving contract requirements.

3.7.2.1 Risk Management.

The contractor shall utilize its risk management procedures, techniques, controls, and metrics to provide for the early identification of program risks; quantify risks in terms of cost, performance, and schedule impact; and to implement mitigations to the identified risks. Risks shall be a topic of discussion during program management reviews.

3.7.2.2 Weekly Status Reviews.

The contractor shall conduct weekly status reviews with the CO and project stakeholders to include providing an up-to-date briefing on project status including, but not limited to, a review of current project progress, action items and closure status; GFE issues/status; project schedule status/review including providing a detailed two week look ahead of upcoming schedule events/activities including detailed installation/construction phasing; review minutes from previous meeting; and any issues related to achieving the contractual requirements.

3.7.2.3 Financial Reporting.

The contractor shall submit cost/financial reports in accordance with the CDRL.

3.7.2.4 Supply Chain Risk Management.

The contractor shall implement a supply chain risk management (SCRM) program and integrate SCRM with the contractor’s overall risk management process to ensure that the delivered system, equipment, and supplies (e.g., spares and repair parts) do not incorporate counterfeit parts, malicious code, or any other elements that would allow adversaries to gain unauthorized access to data and critical program information, alter data, interrupt communications, or otherwise disrupt operations. The contractor shall ensure their SCRM program complies with the tenets of AFPAM 63-113, "Program Protection Planning for Life Cycle Management;” SAE Aerospace Standard A5553, “Counterfeit Electronic Parts: Avoidance, Detection, Mitigation, and Disposition”; and National Institute of Standards and Technology (NIST) Special Publication 800-53, Revision 4, “Recommended Security Controls for Federal Information Systems and Organizations, Information Security, SA-12” for protection of equipment. The contractor shall incorporate counterfeit prevention methods to prevent procurement of counterfeit materials, parts, and software especially critical system components such as annunciators and critical program information as well as mechanical piece/parts and electronics components procured to support sustainment of delivered systems and assemblies.

a. The contractor shall purchase all electronic equipment and software from the Original

Equipment Manufacturer (OEM) or an Authorized Distributor. If the product is not available from either source, the contractor shall obtain written permission from the PCO to purchase from another identified source. The contractor shall require their sub-contractors and suppliers to purchase from the OEM or Authorized Distributor unless the contractor obtains written permission from the PCO to purchase from another identified source.

b. The contractor shall not use refurbished items to support project requirements or sustainment activity.

c. The contractor shall inspect all material and items prior to installation and use to support sustainment activity to identify and detect counterfeit material/items or other defects that could adversely affect the performance of the components and systems.

d. For all items not received from OEMs or Authorized Distributors, the Contractor shall test and verify compliance with manufacturer’s specifications in accordance with SAE AS5553 required testing.

The contractor shall complete this same level of testing and verification for all items provided by and purchased by its sub-contractors and suppliers that were not from the OEM or Authorized Distributors.

e. The contractor shall report all suspected counterfeit material/items to the Government through the Government Industry Data Exchange Program (GIDEP) database and to the program office via e-mail to the Contracting Officer within 5 working days of discovery. The contractor shall prominently label all suspected counterfeit material/items and physically separate from all other supplies. The contractor shall not return or dispose suspected or confirmed counterfeit material/items to the supplier but hold such items for Government analysis and investigation. The contractor shall aid the Government investigation including providing all documents associated with the purchase, shipping, and other relevant data on the counterfeit materials/items. The Contracting Officer will provide final disposition instructions for confirmed counterfeit material/items to include turnover to the Government.

g. Using “blind buys,” the contractor shall not have electronic equipment/software shipped directly to the base/installation from the vendor/supplier nor inform vendor/suppliers of the final destination of the items directly or indirectly. The contractor shall not add any identifying information to purchase orders which would identify the ultimate destination such as the name of the base or contractor number or any other information from which a vendor/supplier would be able to discern information about the final destination of the item. The contractor shall take delivery of the items and control access to all items including while transporting to prevent tampering prior to installation.

h. The Contractor shall flow-down these requirements to sub-contractors.

3.8 DATA

The contractor shall establish, document, and maintain all data for the program and provide data in accordance with the CDRLs. The contractor shall use sound data management discipline for developing, acquiring, and controlling and delivering all required technical, management and other data.

3.8.1 Technical Data.

The contractor shall provide technical data including system design, drawings, commercial manuals and supplements, system troubleshooting guide and other technical data in accordance with the CDRL.

3.8.2 Management and Other Data.

The contractor shall provide management and other data in accordance with all CDRLs.

4.0 PROGRAM SECURITY

The equipment delivered and work performed under this contract shall be treated as “sensitive” but “unclassified.” However, any Privacy Act information shall be handled in accordance with existing Federal laws and regulations. The contractor shall implement a security program that safeguards program information in accordance with contractor’s approved internal security processes. The security program shall be consistent with the DoD 5220.22M and the IBDSS/ESE Security Classification Guide.

5.0 GOVERNMENT FURNISHED EQUIPMENT (GFE) LIST

1) One (1) 12’ Camera Pole with four (4) J-bolt style mounting rods for Pier 1. (Para. 3.1.2)

2) One (1) 12’ Camera Pole with four (4) J-bolt style mounting rods for Pier 2. (Para. 3.1.4)

3) One (1) American Products Minifort [AM-202822-9RU] (Para. 3.1.6)

6.0 ACRONYMS AND DEFINITIONS

The contractor shall also use the acronyms and definitions found in AFI 31-101 and ESE SIT-

0001 as the common baseline for communicating with the Government.

AFB Air Force Base AFI Air Force Instruction AFLCMC Air Force Life Cycle Management Center ATC Airman Training Complex ATO Approval to Operate

C&A Certification and Accreditation CCB Configuration Control Board CCDE Command, Control and Display Equipment CDRL Contract Data Requirements List CES Civil Engineering Squadron CFE Contractor Furnished Equipment CM Configuration Management COTS Commercial Off-the-Shelf CS Communications Squadron CUI Controlled Unclassified Information CVT Contractor Verification Test

DCF Dining and Classroom Facility DIACAP DoD Information Assurance Certification and Accreditation Process DoD Department of Defense DRMO Defense Reutilization Marketing Office

ECP Entry Control Point EDI Electronic Data Interchange ESE Electronic Security Equipment

GAT Government Acceptance Test GFE Government Furnished Equipment GFP Government Furnished Property

IAW In Accordance With ICS Interim Contractor Support IMS Integrated Master Schedule LRU Line Replaceable Unit

OEM Original Equipment Manufacturer

PCO Procuring Contracting Officer PHS&T Packaging, Handling, Storage, and Transportation PM Program Manager PME Prime Mission Equipment PMR Program Management Review PO Program Office PoE Power over Ethernet

QA Quality Assurance QCP Quality Control Plan

RF Radio Frequency RH&T Recruit Housing and Training Facility RMA Return Material Authorization

SA System Administrator SOW Statement of Work SRU System Replaceable Unit SSP System Security Plan ST&E Security Test & Evaluation Plan

TRG Training Group TRR Test Readiness Review UFC Unified Facilities Criteria UIDs Unique Item Identifiers UPS Uninterruptible Power Supply

VMS Video Management System