Attachment 1 - SOW - AUX Airfield Modernization dated 1 Apr 26.pdf

R3

STATEMENT OF WORK (SOW)

For

Luke AFB Aux Airfield Modernization at Luke AFB, Az

01 April 2026

Prepared By

38 ES/ENPC

4064 Hilltop Road

Tinker AFB OK

Table of Contents

1.0 SCOPE

2.0 REQUIREMENTS

2.1 GENERAL REQUIREMENTS

2.1.1 Safety Requirements

2.1.1.1 Site Coordination

2.1.1.2 Confined Space

2.1.1.3 Accident/Incident Reporting and Investigation

2.1.1.4 Work Area(s)

2.1.1.5 Traffic control

2.1.2 Security Requirements

2.1.2.1 Security Clearances

2.1.3 Environmental Compliance

2.1.4 Permits

2.1.5 Integrated Process Team (IPT)

2.1.6 Quality Assurance

2.1.7 Contractor Personnel

2.1.7.1 Project Management

2.1.7.2 Site Point of Contact (POC)

2.1.7.3 Personnel Requirements

2.1.8 Warranty

2.2 SPECIFIC REQUIREMENTS

2.2.1 Outside Plant Fiber

2.2.1.1 Maintenance Holes (MHs) and Handholes (HHs)

2.2.1.2 Measurements

2.2.1.3 Splice Conductors

2.2.1.4 Cable Racks and Cable Rack Supports

2.2.1.5 Labeling

2.2.1.5.1 Cable Tags

2.2.1.5.2 Fiber Optic Distribution Panel (FODP) Marking

2.2.1.6 Pulling Tape

2.2.1.7 Cable Terminations

2.2.1.8 FOC Maintenance Loop(s)

2.2.1.9 New Maintenance Holes/Handholes

2.2.1.10 Grounding

2.2.1.11 Underground Conduit System

2.2.1.11.1 Composition

2.2.1.11.1.1 Typical Situations

2.2.1.11.1.2 Unique/Site Specific Situations

2.2.1.12 Shelter Locations

2.2.1.13 New Fiber Optic Cable Installation

2.2.1.14 FODP Installation, cable termination and Installation

2.2.2 Fiber Optic Transport System (FOTS)

2.2.2.1 Labeling

2.2.2.2 Outages

2.2.2.3 ILS Locations

2.2.2.4 Glideslope

2.2.2.5 Localizer

2.2.2.6 RAPCON (Luke) B979

2.2.3 Acceptance/Installation Test Report

2.2.4 As-Built Drawings

2.2.5 Final Acceptance

2.2.6 Training Plan N/A

3.0 GENERAL INFORMATION

3.1 Period of Performance

3.2 Place of Performance

3.3 Hours of Operation

3.4 Holidays/Down Days

3.5 Base Support

4.0 APPENDICES

4.1 Appendix A: APPLICABLE STANDARDS

4.2 Appendix B: LIST OF DELIVERABLES

4.3 Appendix C: LIST OF ACRONYMS

Site Layout and images

1.0 SCOPE

Luke AFB desires the replacement of existing non-supportable channel banks and installation of fiber optic cable at Luke Auxiliary Airfield. This system shall support existing Air Traffic Control (ATC) equipment at Luke Aux and provide IP connectivity back to Luke AFB proper for transport of ATC data.

This SOW defines the requirement for the Contractor to engineer, furnish, install and test (EFI&T) the System. The Contractor shall provide all equipment, tools, materials, supplies, transportation, labor, supervision, management, and other incidentals necessary to meet the requirements as stated in this SOW. All electronics equipment, supplies, and materials to be installed shall be new and not refurbished.

2.0 REQUIREMENTS

2.1 GENERAL REQUIREMENTS

2.1.1 Safety Requirements

2.1.1.1 Site Coordination

The Contractor shall meet with the base safety officer immediately upon arrival on site for review of the specific safety requirements prior to installation.

2.1.1.2 Confined Space

The Contractors entering spaces on Luke AFB are responsible for the safety of their personnel and for their own confined spaces permit program as outlined in AFI 91-203. All confined space operations must be coordinated with the Base Safety Office prior to start of work.

2.1.1.3 Accident/Incident Reporting and Investigation

The Contractor shall record and report all available facts relating to each instance of injury to the Base Safety Office. The Contractor shall secure the scene of any accident and wreckage until released by the accident investigative authority through the Base POC. If the Government elects to investigate the incident, the Contractor shall cooperate fully and assist the Government personnel until the investigation is completed.

2.1.1.4 Work Area(s)

At day’s end, the Contractor shall remove all debris and surplus materials from the workplace.

Safety barriers shall be in place to protect unfinished work sites at the end of the day. All open holes or trenches shall be completely enclosed by flexible orange construction safety fencing, or other safety barriers, at the end of the workday. Equipment and materials required to complete the work effort may remain on site if they are organized/stored in a manner that does not cause a safety hazard. The contractor is responsible for the physical security of equipment and materials remaining at Aux Field for duration of this project as the site is unmanned 24 hours a day, 7 days a week, if they opt to leave items there.

2.1.1.5 Traffic control

In the event base vehicular traffic is to be disrupted by trenching or horizontal directional boring, the Contractor shall make appropriate notifications NLT 10 calendar days in advance to 56 CS/SCXP of the planned disruptions.

2.1.2 Security Requirements

The Contractor shall process and provide a Site Visit Request Letter to 56 CS/SCX within 5 calendar days after contract award. This spreadsheet shall identify the names ( as shown on the driver’s license), driver’s license numbers and state of issue, and birth date of the personnel who will be performing work under this SOW, company name, address, phone number and contract number, start date and end date. This information is required to perform a background check and grant access to the base. A real-ID compliant document is required to access Luke AFB and Luke Aux Field. If required by the base, the Contractor shall provide identification badges for their employees. All Contractor personnel shall wear these badges while on duty on the Government site. The badges shall identify the individual, company name, and be clearly and distinctly marked as Contractor and be in accordance with base regulations.

2.1.2.1 Security Clearances

Stated work and associated products shall be performed at the UNCLASSIFIED level. However, some of this work will take place in secure areas where Contractor employees must be escorted at all times. The Contractor must coordinate access to secure areas at least five (5) working days ahead of time. It is the Government's responsibility to provide escorts.

2.1.3 Environmental Compliance

The Contractor shall comply with the most stringent environmental federal, state, and local laws and regulations; and Air Force policies, instructions, and plans. The federal Government is not exempt from compliance with environmental regulations. The contractor shall maintain an awareness of changing environmental regulatory requirements to avoid environmental deficiencies for activities on Luke AFB.

2.1.4 Permits

The Contractor shall complete and process all permits required to complete the installation prior to any trenching, or modifications to a facility, maintenance hole or hand hole; for example, the Base Civil Engineering Work Clearance Request, a digging permit, (AF Form 103) and Base Civil Engineer Work Request (AF Form 332). AF Form 103 and AF Form 332 {and any other required permits (as determined by Base Civil Engineering (BCE) and 56 CS/SCXP)} shall be submitted at IAW local procedures. All utility markings, flags, etc. shall be maintained by the contractor after the responsible work center/shop identifies/locates them. If a utility is severed or damaged due to neglect or if attributed to the fault of the contractor, then the contractor shall repair and return the utility back to the same condition it was in prior to the damage. The form(s)/permits shall be submitted within 10 calendar days after award.

2.1.5 Integrated Process Team (IPT)

The Contractor shall chair a weekly IPT meeting that includes Contractor representatives, the 56 CONS Contracting Officer (CO), the 38 ES System Engineer (SE), 38 ES Project Manager, the 56 CS/SCXP Project Manager (PM), and other base personnel as required. The Contractor shall provide an agenda and a worldwide “Meet Me” teleconference capability for the duration of the project. The purpose of the IPT meeting is to discuss project progress, problems being encountered, and other information necessary/beneficial to ensure success and timely completion of contract requirements. The Contractor shall record meeting minutes and distribute to the attendees. (CDRL A004)

2.1.6 Quality Assurance

The Contractor shall provide Quality Assurance Support for the life of the project. The Contractor’s quality assurance evaluator shall assist the Government representative in performing random spot checks and system acceptance tests. The Contractor shall be responsible for identifying system and outside plant deficiencies and /or discrepancies throughout the life of the project. A weekly report (soft copy) shall be submitted indicating progress/status and listing any deficiencies/discrepancies found and actions to correct them.

(CDRL A003)

2.1.7 Contractor Personnel

2.1.7.1 Project Management

The Contractor shall provide a Project Manager (PM) and alternate(s) responsible for contract performance and continuity. The Contractor shall identify the Project Manager’s or alternate's range of authority to act for the Contractor relating to daily contract operation.

2.1.7.2 Site Point of Contact (POC)

The Contractor shall designate the Contractor's on-site team leader and alternate(s) as the Site POC for individual projects in their Site Visit Request Letter. The Site POC or alternate(s) shall be on site during duty hours until project completion and shall oversee all facets of the installation tasks. The Site POC shall be the interface for all work site communications with the Government, including quality, safety, and discrepancy matters.

2.1.7.3 Personnel Requirements

The Project Manager, Site POC, and respective alternate(s) shall be able to read, write, speak, and understand English. All reporting and documentation shall be in English.

2.1.8 Warranty

The Contractor shall provide a one-year warranty or manufacturer’s standard commercial warranty, whichever is longer. This warranty shall include a one-year workmanship warranty.

The warranty period shall start from the date of system and/or project acceptance. The Contractor shall provide written procedures and required information for warranty services at or prior to site acceptance.

2.2 SPECIFIC REQUIREMENTS

The Contractor shall EFI&T a System comprised of two parts. Part One is an Outside Plant (OSP) 12 strand direct bury single mode double armored fiber connecting two (2) buildings on Luke Aux Field. Part Two is a Fiber Optic Transport System (FOTS) consisting of TCComm equipment. The FOTS shall connect Glideslope (GS) and Localizer (LOC) on Luke Aux Field to contractor furnished, contractor installed FOTS at Luke AFB. IP transport between Luke Aux Field and Luke AFB will be by Government Provided Ethernet. The ISP edge device will be in the Localizer. Use of Handholes or pull boxes is at the installers’ discretion but shall be coordinated with the government Project Manager and Contracting Officer.

2.2.1 Outside Plant Fiber

2.2.1.1 Maintenance Holes (MHs) and Handholes (HHs)

The Contractor shall pump out water as required. Water shall be drained IAW BCE and base environmental requirements.

2.2.1.2 Measurements

Any distances provided in this SOW are approximated and should NOT be used for ordering materials or determining duct lengths.

2.2.1.3 Splice Conductors

All fiber termination splicing shall be performed in accordance with RUS Bulletin 1735F-401, Standards for Splicing Copper and Fiber Cable. Fiber optic cable shall be one continuous piece without any splice(s) between localizer and glideslope. Fiber optic cables shall be terminated via fusion splice to pigtails with LC connectors.

2.2.1.4 Cable Racks and Cable Rack Supports

Cable racks shall be installed in maintenance holes and handholes as required – this includes new and existing MHs/HHs. Telecommunications industry standard cable hooks of the appropriate length shall be provided to support cables and splice cases. The cable hooks shall be secured using cable rack locking clips. All cables shall be supported using racking clips, cable racks, and cable hooks.

2.2.1.5 Labeling

The Contractor shall label all equipment and cables they install and cables identified for re-use IAW TIA-606-B-2012 and as directed by the base communications organization. New ducts shall be permanently labeled on the wall of each building/maintenance hole indicating the connecting building/maintenance hole at the other end of the duct (for example, “To MH-200”).

Tagging and labeling of new cables shall be IAW the following:

A48L8.3F

FO 1234-5678, 1-12

Line One: A = Armored Sheath (otherwise leave blank) 48 = Fiber Count. L = Loose Tube Buffer or T = Tight Tube Buffer. 8.3 = Single Mode. F = Filled core (otherwise leave blank).

Line Two: 1234-5678 = From-To Building numbers. 1-12 = Cable/strand Count.

2.2.1.5.1 Cable Tags

All tags shall be permanently labeled, easily visible and corrosion resistant. Install cable tags in all maintenance holes/handholes, cable vaults, pull boxes and building entrance terminal locations.

When cables pass through a maintenance hole, put a tag on the cable, approximately 2 feet from each duct entrance. Information on the cable tag shall identify cable by size, type, cable number and count. See Para 2.2.1.5 (above) for nomenclature for tagging.

2.2.1.5.2 Fiber Optic Distribution Panel (FODP) Marking

Each FODP shall be stenciled/marked with black ink or paint or adhesive backed decals in letters and numbers. The cover of all new fiber optic distributions (FODPs) shall be labeled to conform to the system used by local maintenance personnel to identify FODPs that terminate fiber. If the manufacturer has not identified the sequence in which ports on FODPs (pigtail modules) are counted, the Contractor shall provide designation labels/strips to identify the sequence in which they are counted. Each splice tray shall be marked to identify the fiber count contained in the splice tray. The marking shall identify the FODP by number (building number), cable number, and count.

FODP-B3

FO B3-B1038, 1-12

FO B3-B1400, 13-24

2.2.1.6 Pulling Tape

All newly installed ducts left vacant shall be provided with a waterproof, corrosion resistant, pre-lubricated flat woven polyester pull tape with sequential footage markings (1250 lb. pulling strength) for future cable installations. The pull tape shall extend into the maintenance holes/handholes and be secured to a cable rack or pulling iron, etc.

2.2.1.7 Cable Terminations

Fiber optic cables shall be terminated at a contractor provided FODP via fusion splice to pigtails with LC connectors. The pigtails shall be sized the same as the OSP fiber they are spliced to, i.e., 125/8.3 micron to 125/8.3 micron. The pigtails shall be duplex unless otherwise agreed to by 56 CS/SCXP.

2.2.1.8 FOC Maintenance Loop(s)

The Contractor shall install a minimum of a 25ft fiber optic cable maintenance loop at the first MH or HH from the building (or if no MH/HH exists, at the entry/FODP) and at every 3rd HH in the route. The maintenance loop slack shall be properly labeled, securely supported to the cable ladder and off the HH floor.

2.2.1.9 New Maintenance Holes/Handholes

Maintenance holes (MHs) installed under this contract shall have an American Association of State Highway and Transportation Officials (AASHTO) rating of H-20 or equivalent. As stated in this SOW, MHs shall have minimum interior dimensions of 6 feet W x 12 feet L x 7 feet H (Width, Length, Height). MHs shall be furnished with a lockable MH cover, ladder, cable racks hardware, pulling irons, a sump, water resistance gaskets, bonding ribbon and a grounding system. MH shall meet the requirements of TIA-758-A, paragraph 4.2.1. Prefabricated MHs are preferred. Unless otherwise stated, HHs shall have a minimum interior dimension of 4 feet W x 4 feet L x 4 feet H. HHs shall be furnished with cable racks and a grounding system. HHs shall meet the requirements of TIA -758A, paragraph 4.2.2. Prefabricated HHs are preferred.

MH/HH covers shall be labeled with 1/8 inch raised letters stating “COMMUNICATIONS”. All MHs and/or HHs shall be of concrete construction –polymer concrete (i.e., Quazite) construction is NOT authorized. Coordinate numbering/labeling of new MH/HHs with 56 CS/SCXP.

2.2.1.10 Grounding

Grounding hardware such as corrosion resistant wire, bonding ribbon, clamps, ground rod, etc.

necessary to properly bond/ground the cable in MHs/HHs shall be provided by the Contractor.

Reference ANSI/TIA 607.

2.2.1.11 Underground Conduit System

The Contractor shall be responsible for any required trenching and/or boring necessary to lay the duct system. The Contractor is also responsible for backfilling ditch lines and compaction of fill materials with appropriate compaction tools. Directional drilling shall be used for major road crossings, taxiways, runways, etc. Otherwise, crossing of paved surfaces may be performed by pavement cuts and resurfacing with appropriate matching road material. This does not prevent the Contractor from using directional drilling if it is more cost effective. Ducts will be appropriately protected when placed under paved surfaces.

2.2.1.11.1 Composition

2.2.1.11.1.1 Typical Situations

The ducts shall be 2-inch inside diameter (I.D.) round or metric equivalent. The ducts shall be made of EPC-40 Polyvinyl Chloride (PVC) (Schedule 40) IAW NEMA TC-2. The ducts shall be appropriately labeled indicating the composition material. Ducts shall have a sleeve or bell-end type coupling and shall be watertight when assembled. In addition, the Contractor shall adhere to any additional Host Base/site specific requirements.

2.2.1.11.1.2 Unique/Site Specific Situations

The ducts shall be 2-inch inside diameter (I.D.) round or metric equivalent. The ducts shall be made of EPC-80-PVC (Schedule 80) IAW NEMA TC-2; high density polyethylene (HDPE) SIDR 13.5, Galvanized Iron Pipe (GIP) or “thickwall” stainless steel. Schedule 80 PVC shall be limited to risers, all above ground conduit and under the roadway/parking pavement. High density polyethylene (HDPE) SIDR 13.5 shall be used when directional boring is used. GIP or stainless steel shall be used under major roadways, taxiways, and runways. The ducts shall be appropriately labeled indicating the composition material. Ducts shall have a sleeve or bell-end type coupling and shall be watertight when assembled. In addition, the Contractor shall adhere to any additional Host Base/site specific requirements.

2.2.1.12 Shelter Locations

Shelters on Luke Aux are located on the south side of the runway.

Glideslope 33°43'0.06"N 112°32'11.87"W

Localizer 33°42'45.62"N 112°31'34.00"W

DRAF

Luke Aux Field

2.2.1.13 New Fiber Optic Cable Installation

The Contractor shall install 12 strand single mode (SM), loose buffer tube, water blocked, outside plant (OSP) double armored cable suitable for direct bury applications. The intent is to install the cable in one continuous length, to the extent that it is practical. The cable shall meet RUS 7 CFR 1755.900 criteria; shall comply with industry standards with regard to manufacturers’ cable marking, jacket, rip cords, water blocking, fiber color coding, jacketing materials, etc. In addition, the fibers shall comply with industry standards with regard to mode field diameter, core cladding concentricity, attenuation, and dispersion characteristics at 1310 nm and 1550nm.

The contractor shall install detectable buried fiber optic warning tape along entire route and leave exposed at each end for future direct bury fiber optic cable locates. The tape shall be one continuous piece with no breaks and 12-inches below grade. The contractor shall install a tracer wire inside underground conduit system if they opt to install conduit.

NOTE: A Medium Voltage (MV) power run exists between these two structures at 3ft below grade.

Adjacent to that is a 25 Pair copper cable at 18in below grade. Estimated cable distance between shelters is 3,643 ft including maintenance loops. Contact CE for information on location of buried utilities.

Site sketches and photos are attached at the end of this document.

2.2.1.14 FODP Installation, cable termination and Installation Localizer: The contractor shall install a new 12-Port FODP in the shelter. An existing 2ft x 2ft wallboard will be available for both FODP and FOTS equipment. The contractor shall use existing penetrations, no new penetrations are permitted without Government authorization.

Terminate the new FOC at the new FODP by providing new LC connectors and all other materials necessary.

Glideslope: The contractor shall install a new 12-Port FODP in the shelter. An existing 2ft x 2ft wallboard will be available for both FODP and FOTS equipment. The contractor shall use existing penetrations, no new penetrations are permitted without Government authorization.

Terminate the new FOC at the new FODP by providing new LC connectors and all other materials necessary.

2.2.2 Fiber Optic Transport System (FOTS)

The Instrument Landing System (ILS) system consists of the Localizer (Loc) and Glideslope (GS) at Luke Aux Field. The distant end termination point is at the RAPCON (Building 979) on Luke AFB.

The following information is provided to assist the contractor in preparing responses to this solicitation and is for reference only. The contractor is responsible for verifying information during the pre-proposal conference.

Facility Building Requirements

Loc FXS and E&M (2W, 600Ω)

GS FXS and E&M (2W, 600Ω)

RAPCON (Luke) 979 FXS and E&M (2W, 600Ω)

2.2.2.1 Labeling

The Contractor shall label all equipment and cables they install in accordance with ANSI/TIA/EIA-606-A-2002, ANSI/TIA-568-C.3 Optical Fiber Cabling Components Standards, and as directed by the GR.

2.2.2.2 Outages

The Contractor shall be responsible for preventing any unscheduled (i.e. cutting or disabling any in-service cables or equipment). Contractor-caused, interruptions of communications capabilities shall be immediately identified to the government Project Manager and Contracting Officer. Such outages shall be worked until corrected by liable parties after an investigation determines who is liable. The Contractor shall coordinate planned outages with the government Project Manager and Contracting Officer at least 10 calendar days in advance of the outage if the implementation necessitates disruption of service, (e.g., communications, electrical, or other utilities).

2.2.2.3 ILS Locations

This shall include all ILS shelter locations consisting of one Localizer and one Glideslope on Luke Aux Field. The shelters on Luke Aux Field shall be connected back to the RAPCON on Luke AFB. The FOTS shall provide interface for each circuit indicated below. For these locations, as stated above, the Contractor shall EFI&T FOTS equipment, UPS, Cables, etc.

Location Function Ckt Type Port Qty

Interface Notes

Luke Aux Localizer Dial Line 2 FXS Site Phone, LOC Modem

Modem 1 2W E&M Status to RCSU

Luke Aux Glideslope Dial Line 4 FXS Flight Check (Voice, Modem), Site Phone, GS Modem

Modem 1 2W E&M Status to RCSU

Luke AFB RAPCON Dial Line 6 FXO (LOC, GS)

Modem 2 2W E&M (LOC, GS)

ILS Circuit Interfaces.

ILS connectivity to RAPCON.

Note: Connection for Flight-Check radio not shown.

If flight-check radio is not installed, contractor shall identify/tag the relevant ports at both Glideslope and

RAPCON.

ILS locations have Phone lines, dial up modems, and 2 Wire duplex modems called “STATUS and CONTROL” lines. The dial up modems and phone lines which shall be interfaced with Foreign Exchange Subscriber (FXS) modules. The STATUS and CONTROL lines are a 2W Duplex Modem Tip and Ring interface that is open communications with no signaling. These may be interfaced with 2 Wire E&M modules. In the RAPCON, the matching FOTS phone line Analog Modules shall be Foreign Exchange Office (FXO) modules. The matching STATUS and CONTROL line modules shall be 2 Wire E&M Modem modules respectively. The Contractor shall EFI&T these modules in their respective FOTS. Dial tone and ringing for the ILS Shelter’s dial up modems and phone lines shall be provided by connecting to the Government demarc at 979. All analog interfaces shall be terminated with Contractor EFI&T 24 AWG communications cables to match existing GFE cabling. The Contractor shall EFI&T their analog cables from the respective FOTS to each location’s Wallboards and terminate to Contractor EFI&T 66 Blocks. All Contractor FOTS equipment shall interface to the GFE FODPs by Contractor EFI&T Fiber Optic patch cords.

2.2.2.4 Glideslope

The Contractor shall EFI&T their FOTS and associated cabling on GFE Wallboard, to include grounding of the FOTS equipment. If adequate wallboard is not available, contractor shall coordinate with Luke CS to locate and install a properly sized wallboard in the shelter. All GFE SM fibers are terminated to GFE FODPs with LC connectors. Note: Glideslope will be provisioned to house a Flight Check Radio (two FXS circuits). At Luke Aux, the glideslope connects back to the localizer using fiber installed under this project. The Contractor shall EFI&T a 1 KVA 110 VAC, 50 Hz UPS under/on the wallboard.

2.2.2.5 Localizer

The Contractor shall EFI&T their FOTS and associated cabling on GFE Rack, to include grounding of the FOTS equipment. The Contractor shall EFI&T a 1 KVA 110 VAC, 50 Hz UPS under/on the wallboard.

2.2.2.6 RAPCON (Luke) B979

This is the termination point for Luke Aux Glideslope and Localizer. The matching FOTS shall be installed in a new Contractor provided rack. The Contractor shall EFI&T a 2 KVA UPS in the bottom of this rack. Contractor shall coordinate with Luke CS and base CE to ensure power is available. The Contractor shall EFI&T a 10 outlet PDU at 2U above the UPS for FOTS power connections. PDU shall have no integrated on/off switch. Note: This PDU will support FOTS for both ILS on Luke AFB and Luke Aux Field. Contractor shall ground the contractor provided and installed equipment rack and all contractor provided and installed equipment.

This rack shall contain demarcations for copper and fiber connection: Notional rack layout is included at the end of this document. Contractor shall coordinate rack layout with the government Project Manager.

• Contractor Furnished/ Contractor Installed (CF/CI) 24 Strand SM LC FODP in the rack connected to corresponding CFCI 24 Strand SM LC FODP mounted in the Telecom room.

• One 25 pair copper cable between RJ-11 patch panel in the rack and corresponding 66 block in the Telecom Room above the telephone demarc.

• One 25 pair copper cable between RJ-11 patch panel in the rack and corresponding 66 block on the wallboard in the Equipment Room, supporting RAPCON equipment.

The government Project Manager shall assist with identification of the rack location and required Cross Connections, but the Contractor is responsible for EFI&T of all cabling and cross connections. The Contractor shall EFI&T the required Fiber Optic jumpers from their FODP to the Government

FODP.

NOTE: Floor tile and mastic at this location contains asbestos. Contractor shall follow OSHA guidance when drilling to anchor cabinet.

2.2.3 Acceptance/Installation Test Report

The Contractor shall provide an installation test report of the results of the testing accomplished under the installation test plan IAW CDRL A006.

2.2.4 As-Built Drawings

The government shall supply existing system drawings, and the Contractor shall provide updated drawings in Bentley MicroStation v8.1, Visio (for Rack Elevations) and .pdf (for all drawings, to include rack elevations). The contractor shall use the templates in figures 3, Typical Sectional Symbols Sheet1, and 4, Typical Sectional Symbols Sheet2, as part of the .pdf as-builts that they apply to. The contractor shall perform a complete audit of all the HHs/MHs that are used in this project and provide detailed GPS shape files (see Table A). These files shall depict the entire pathway and details of the installation, including but not limited to: labeling, cables, innerducts and maintenance holes/handholes, racks, grounding, conduits, maintenance loops, distances, bores, trenches, building entrances. Detailed butterfly drawings will also be required; see figure 5 for example. If the existing cable diagram or butterfly drawings are not available; the contractor shall create the complete and entire missing cable diagram/ butterfly drawings as well as, add the components used in this project. The Contractor shall record/deliver geospatial data of new outside plant distribution system (CDRL A001).

2.2.5 Final Acceptance

The Contractor shall schedule a final project walk-through with the Base POC. This should be scheduled 5 calendar days prior to acceptance.

2.2.6 Training Plan N/A

3.0 GENERAL INFORMATION

3.1 Period of Performance

The period of performance for the project shall be 180 calendar days after the Notice to Proceed.

3.2 Place of Performance

The place of performance is Luke AFB, AZ and Luke Auxiliary Field.

3.3 Hours of Operation

The Contractor shall routinely work during normal duty hours of the site. However, mission requirements may necessitate work outside normal hours (nights and/or weekends), especially if existing service must be interrupted. Any site work requested by the Contractor to be performed outside of normal duty hours shall be coordinated with the 56 CS/SCXP Project Manager and approved by the Contracting Officer at least 10 calendar days in advance.

3.4 Holidays/Down Days

The Contractor shall not perform under this contract on federal holidays or site-unique down-days unless expressly authorized by the CO and coordinated with the 56 CS/SCXP Project Manager.

3.5 Base Support

The Contractor shall identify any base support requirements (for example, laydown and storage areas) necessary to complete this project in their proposal. The contractor shall return all government furnished lay-down and storage areas to their original condition upon completion of the project.

4.0 APPENDICES

4.1 Appendix A: APPLICABLE STANDARDS

The following list is not all-exclusive. The Contractor shall comply with applicable commercial code and standards AFI 91-203 – Air Force Consolidated Occupational Safety Instruction OSHA CFR 29 Part 1910-268 – Telecommunications

NEMA TC 2- Electrical Polyvinyl Chloride (PVC) Tubing and Conduit ANSI/TIA-606-B Administration Standard for Telecommunications Infrastructure TIA-568-C Commercial Building Telecommunications (568C.1, 568C.2, 568C.3) Cabling Standard ANSI/TIA-607-B Commercial Building Grounding (Earthing) and Bonding Requirements for Telecommunications TIA-569-C - Commercial Building Standard for Telecommunications Pathways and Spaces TIA-570-C –Residential Telecommunications Infrastructure Standard

TIA-758 B - Customer-owned Outside Plant Telecommunication Infrastructure Standard BICSI TDM Manual - Building Industries Consulting Services International Telecommunications Distribution Methods (TDM) Manual BICSI – Outside Plan Design Reference Manual RUS Bulletin 1751F-643 - Underground Plant Design RUS Bulletin 1751F-644 - Underground Plant Construction Telecommunications Engineering Shield Continuity and Construction Manual (TE&CM) 451.2 RUS Bulletin 1751F-801 – Electrical Protection Fundamentals RUS Bulletin 1753F-151 (515b) - Specifications and Drawings for Underground Cable Installation NFPA 70 - National Electric Code

FGDC-STD-007.3-1998 - Geospatial Positioning Accuracy Standards Part 3: National Standard for Spatial Data Accuracy Unified Facilities Criteria 3-260-01 Unified Facilities Criteria 3-580-01

4.2 Appendix B: LIST OF DELIVERABLES

All deliverables are subject to Government acceptance and approval. They shall meet professional standards and the requirements set forth in this SOW. All deliverables shall be produced using recommended software tools/versions as accepted by the Government.

The Contractor shall submit the following deliverables:

CDRL Data Item Title Data Item Title

A001 As Built DI-DRPR-80151A/T

A002 Work Schedule DI-MISC-81382/T

A003 Status Report DI-MGMT-80368A

A004 Meeting Minutes DI-ADMIN-81505/T

A005 Test Plan DI-NDTI-80566A/T

A006 Test Report DI-QCIC-80512

4.3 Appendix C: LIST OF ACRONYMS

AASHTO American Association of State Highway and Transportation Officials AFM Airfield Management (BaseOPS) Approx Approximately ATC Air Traffic Control Tower ATCALS Air Traffic Control and Landing Systems BCE Base Civil Engineering CDRL Contract Deliverable CFE Contractor-Furnished Equipment CFP Contractor-Furnished Property CIP Common Installation Picture CIPS Cyberspace Infrastructure Planning System CMA Controlled Movement Area CMHDS Communications Maintenance Hole Duct System CO Contracting Officer Comm Communications CS Communications Squadron CSI-B Cyberspace Integrator-Base CVC CIPS Visualization Component ECMRA Contractor Manpower Reporting Application EFI&T Engineer, Furnish, Install and Test FOC Fiber Optic Cable FODP Fiber Optic Distribution Panels FOUO For Official Use Only GS Glideslope HDPE High Density Polyethylene HH Hand Hole IAW In Accordance With ID Inside Diameter ILS Instrument Landing System IPT Integrated Process Team LOC Localizer MH Maintenance Hole MHDS Maintenance Hole Duct System NLT No Later Than NPDES National Pollution Discharge Elimination System OEM Original Equipment Manufacturer OPSEC Operational Security OSHA Occupational Safety & Health Administration OSP Outside Plant

OSS Operations Support Squadron OTDR Optical Time Domain Reflectometer PDF Portable Document Format PM Project Manager POC Point Of Contact Prime Prime Contractor PSI Pounds per Square Inch PVC Polyvinyl Chloride QAE Quality Assurance Evaluator QCM Quality Control Manager Qty Quantity RUS Rural Utilities Service Bulletin SCOW Supply Chain Operations Wing SCX Scheduler Planner SE System Engineer SM Single Mode SOW Statement of Work Sub Sub-Contractor TIA Telecommunications Industry Association TMGB Telecommunication Main Ground Bus-Bar TRD Technical Requirements Document

Site Layout and images:

Buried copper cable and Medium Voltage (MV) electrical as shown.

Note: Drawing for Glide Slope doesn’t match with surveyed installation.

Transformer pad is in the West corner, behind the pad.

Notional Rack Layout:

Includes reserved space for follow-on project.

Figure 3 Typical Sectional Symbols Sheet 1(from CITS TSIP Template)

CO

NT

RA

CT

O R

G

EN

ER

AT

ED

D

R

AW

IN

G

N O

N E

0A

K0 2.

Figure 4 Typical Sectional Symbols Sheet 2(from CITS TSIP Template)

Figure 5 Typical Manhole Butterfly Drawing (from CITS TSIP Template)

TABLE A

Entities, Attributes, and Domain Values for Recording Required Communication Feature Data

(BASIC COMM PATH TEMPLATE)

A.1 Feature Attributes for Comm-Path Entities.

A.1.1 GPS_MANHOLE

A.1.1.1 Definition. An enclosed structure (manhole, handhole and pullbox). A butterfly layout is used that shows the floor and walls flattened out so that duct openings can be drawn on the walls. This must be represented as one polygon (one row in the table). The point is used to show the center of the manhole/handhole cover.

A.1.1.2 Geometry type. Site (Point).

A.1.1.3 Attributes.

Column Name

SDSFIE

Common Name

Description

Data Type

Use

Domain Table

NAME Identifier Name

The standard identifier name (e.g. MH-19). Char(20) Required

MH_TYPE_D

A description for the type of manhole. Char(16 Required Recommended

D_MHTYP

MH_MAT_D Discriminator References D_COSTRM table. Used to describe the material composition of the manhole.

Char(16) Required D_COSTRM

FLOOR_ELEV Floor Elevation Dimension

The height (or depth) of the bottom of the manhole measured from grade. (inches)

Real Required

RIM_ELEV Rim Elevation Dimension

The height of the top of the rim of the manhole measured from grade.(inches)

Real Required

DISPOSTN_D Disposition Code

The status of the subject item (e.g., permanent, temporary, proposed, abandoned, etc.), from lists or entered from field inspections.

Char(16) Required D_DPOBJ

MAPSRC_D Map Source Discriminator

DISCRIMINATOR - Used to indicate the source of data for the spatial position of this graphic.

Char(16) Required D_DATSRC

MAPACU Spatial Accuracy in Meters

Describes the spatial accuracy of mapsrc_d. in meters, +/- of where the feature may actually be. For example, if you are using GPS and it’s only accurate to 1 meter, put a 1 in this field.

Real Required

A.1.2 GPS_VAULT

A.1.2.1 Definition. An enclosed structure in a facility used for cable entrance.

A.1.2.2 Geometry type. Site (Point).

A.1.2.3 Attributes.

Column

SDSFIE

NAME Identifier Name The standard identifier name

(I.e. V-19).

Char(20) Required

VLT_MAT_D Vault Material Code

Discriminator References D_COSTRM table.

Used to describe the material composition of the vault.

Char(16) Required D_COSTRM

DISPOSTN_D Disposition Code

The status of the subject item (e.g., permanent, temporary, proposed, abandoned, etc.), from lists or entered from field inspections.

Char(16) Required D_DPOBJ

MAPSRC_D Map Source Discriminator

DISCRIMINATOR - Used to indicate the source of data for the spatial position of this graphic.

Char(16) Required D_DATSRC

MAPACU Spatial Accuracy in Meters

Describes the spatial accuracy of mapsrc_d. in meters, +/- of where the feature may actually

be. For example, if you are using GPS and it’s only accurate to 1 meter, put a 1 in this field.

A.1.3 GPS_PEDESTAL

A.1.3.1 Definition. An aboveground, enclosed structure that provides access to buried plant and a place to house splices, terminals, etc.

A.1.3.2 Geometry type. Site (Point).

A.1.3.3 Attributes:

NAME Identifier Name The standard identifier name (i.e. PED-19). Char(20) Required

TYPE_D Type Code A description for the type of pedestal. Char(16) Required D_COPED

MODEL_NO

The model number of the pedestal Char(16) Required

TERMINAL_D Terminal Existence Code

A Boolean indicating the presence of a terminal (Y/N).

Char(16) Required D_BOOLEN

BONDED_D Bonded Code A Boolean indicating whether the pedestal is bonded. (Y/N).

Char(16) Required D_BOOLEN

DISPOSTN_D Disposition Code

The status of the subject item (e.g., permanent, temporary, proposed, abandoned, etc.), from lists or entered from field inspections.

Char(16) Required D_DPOBJ

MAPSRC_D Map Source Discriminator

DISCRIMINATOR - Used to indicate the source of data for the spatial position of this graphic.

Char(16) Required D_DATSRC

MAPACU Spatial Accuracy in Meters

Describes the spatial accuracy of mapsrc_d. in meters, +/- of where the feature may actually

be. For example, if you are using GPS and it’s only accurate to 1 meter, put a 1 in this field.

A.1.4 GPS_DBSPLICE

A.1.4.1 Definition. An enclosed structure that represents a splice case (aerial or buried).

A.1.4.2 Geometry type. Site (Point).

A.1.4.3 Attributes:

Column

SDSFIE

NAME Identifier Name

The standard identifier name (e.g.

DBS01.1-1200_1-900).

Char(20) Required if splice case is exposed or if the location is marked

CAS_MAT_D Case Material Code

Used to describe the material composition of the splice case.

Char(16) Required if splice case is exposed or if the location is marked.

D_SPCMAT

CAS_TYP_D Case Type Code

Used to describe the type of splice case. Char(16) Required if splice case is exposed or if the location is marked

D_SPCCAS

MAPSRC_D Map Source Discriminator

DISCRIMINATOR - Used to indicate the source of data for the spatial position of this graphic.

Char(16) Required if splice case is exposed or if the location is marked

D_DATSRC

MAPACU Spatial Accuracy in Meters

Describes the spatial accuracy of mapsrc_d. in meters, +/- of where the feature may actually be. For example, if you are using GPS and it’s only accurate to 1 meter, put a 1 in this field.

Real Required if splice case is exposed or if the location is marked

A.1.5 GPS_PATH_SEGMENT

A.1.5.1 Definition. Link that represents an enclosure path of comm. items outside of a building, manhole, pedestal, or other enclosed structure. For ductbanks, comm-path segment can represent the virtual path, ductbank, duct, and innerducts. For ducts, comm-path segment can represent the virtual path, duct, and innerducts. For direct-buried cables at road-crossings, comm-path segment can represent the virtual path, road-crossing casing, and direct-buried cables. It can also represent the path of aerial cable, cable-bridges, and cable-troughs.

A.1.5.2 Geometry type. Polyline.

A.1.5.3 Attributes:

‘Column Name

PATH_TYP_D Comm-Path Type Code

A discriminator field that describes what type of communications path this segment is representing.

Char(16) Required D_COPTHT

COVERDEPTH The minimum depth of this part of the path from grade, in inches. This is mainly used for digging permits

Real Required when cover depth can be determined without excavating.

MAPSRC_D Map Source Discriminator

DISCRIMINATOR - Used to indicate the source of data for the spatial position of this graphic.

Char(16) Required D_DATSRC

MAPACU Spatial Accuracy in Meters

Describes the spatial accuracy of mapsrc_d. in meters, +/- of where the feature may actually be. For example, if you are using GPS and it’s only accurate to 1 meter, put a 1 in this field.

A.2 Domain Values for Attributes of Comm-Path Feature Entities.

2.1 D_BOOLEN: type list.

A.2.1.1 What it does. A table of Boolean data types YES and NO. Use for selecting the existence or non-existence of a value, condition, or feature.

A.2.1.2 Referenced by GPS_PEDESTAL

A.2.1.3 Attributes.

Lookup Value Long Description

YES The condition is true or the feature does exist

NO The condition is not true or the feature does not exist

A.2.2 D_COPED: communications - pedestal type.

A.2.2.1 What it does. This table contains information about various communications pedestal types.

A.2.2.2 Referenced by GPS_PEDESTAL.

A.2.2.3 Attributes.

BD BD - Buried Distribution Closure, size unknown

BOX

BOX - Rectangular box type enclosure, accessed by removing a cover panel

CAB CAB - Cabinet enclosure, accessed through a hinged door

CAD CAD - Controlled Access Distribution Closure

PED4 4 inch pedestal

PED6 6 inch pedestal

PED8 8 inch pedestal

PED12 12 inch pedestal

OTHER Other

TBD To Be Determined

UNKNOWN Unknown

A.2.3 D_COPTHT: communications - comm path type.

A.2.3.1 What it does. This table contains information about various communications path types.

A.2.3.2 Referenced by GPS_PATH_SEGMENT.

A.2.3.3 Attributes.

AERIAL Above ground path between, poles, towers or buildings

CABLE_BRIDGE Bridge only used for cables

CABLE_TROUGH Pathway on top of ground for cables

DIRECT_BURIED Below ground path where soil has direct contact with cable

DUCT Single communications duct

DUCTBANK A container for multiple ducts

STUB-OUT Short duct used with manholes and vaults

SURFACE Path directly on the surface

UNDER_ROAD A duct for cables, usually under a road

UNKNOWN Faulty Source Data

A.2.4 D_COSTRM: structure – material.

A.2.4.1 What it does. This table contains information about various structure materials.

A.2.4.2 Referenced by GPS_MANHOLE, GPS VAULT.

A.2.4.3 Attributes.

AL Aluminum

CIS Concrete Cast inSitu/Cast in Place

COMBINATION Combination of materials

FIBERGLASS Fiberglass

PLASTIC Plastic

PRECAST Pre-Cast Concrete

STEEL Steel

A.2.5 D_DATSRC: source list – data.

A.2.5.1 What it does. Allowable input values for data sources.

A.2.5.2 Referenced by GPS_DBSPLICE, GPS_MANHOLE, GPS_PATH_SEGMENT, GPS_PEDESTAL, GPS_VAULT.

A.2.5.3. Attributes.

AER_PHOTO Aerial photography

AS_BUILT As-built drawings

CSIR CSIR - Communications System Installation Record

FLDLOC_SURVEY Field location survey

GPS_FLDLOC GPS field located and verified data

HAND_DRAFT Hand-drafted map

MAP_TAB Tab Map series

NGS National Geodetic Survey data

SATELLITE Satellite imagery

A.2.6 D_DPOBJ: disposition list – object.

A.2.6.1 What it does. Allowable input for the disposition of an object.

A.2.6.2 Referenced by, GPS_MANHOLE, GPS_PEDESTAL, GPS_VAULT.

A.2.6.3. Attributes.

ABANDONED Abandoned in place (not in use)

TEMPORARY Temporary

PROPOSED Proposed

IN_SERVICE In service and being used.

COLLAPSED An unserviceable item

TBD To Be Determined

A.2.7 D_MHTYP: type list - comm manhole.

A.2.7.1 What it does. The type of manhole.

A.2.7.2 Referenced by GPS_MANHOLE.

A.2.7.3 Attributes.

1T1 1T1

4T1 4T1

5T1 5T1

6T1 6T1

6T2 6T2

8T1 8T1

A A Type

CEMH Controlled Environment Manhole

HH_Type_A Handhole Type A

J3 J3 Manhole

J4 J4 Manhole

JC9C JC9C (2450mm x 1750mm x 1450mm)

L L Manhole

R2A R2A Manhole

T T Manhole

V V Manhole

OTHER Other

A.2.8 D_SPCCAS: communications - splice case typ

A.2.8.1 What it does. Allowable values for the type of splice case

A.2.8.2 Referenced by GPS_DBSPLICE

A.2.8.3 Attributes

12.5SS 12.5 Inch Stainless Steel

2 TYPE 2 Type

3BB 3 Inch Better Buried

3RS 3 Inch ReddiSeal

3SS 3 Inch Stainless Steel

4BB 4 Inch Better Buried

4RS 4 Inch ReddiSeal

4SS 4 Inch Stainless Steel

6.5BB 6.5 Inch Better Buried

6.5RS 6.5 Inch ReddiSeal

6.5SS 6.5 Inch Stainless Steel

9.5BB 9.5 Inch Better Buried

9.5RS 9.5 Inch ReddiSeal

9.5SS 9.5 Inch Stainless Steel

FOSC_100_B_H Raychem FOSC-100 B/H

HS Heat Shrink

KBV K&B Vault

LEAD Lead

READY_ACCESS Ready Access

UC_6_9 Siemens UC 6-9

UCN_7_10 Siemens UCN 7-10

A.2.9 D_SPCMAT: communications - splice case mat

A.2.9.1 What it does. Allowable input values for the material of the communications splice case

A.2.9.2 Referenced by GPS_DBSPLICE

A.2.9.3 Attributes

AL Aluminum

EVA Ethylene Vinyl Acetate (Heat Shrinkable Tubing)

FIBER Fiberglass

LEAD LEAD

PE PE - Polyethylene

PP PP - Polypropylene

PVC PVC - PolyVinyl Chloride

SS SS - Stainless Steel

Table B

Numbers GPS Data Collector Setup Properties

FOR ALL

FEATURE

TYPES

PDOP

(Position

Dilution of Precision)

HDOP

(Horizontal Dilution of Precision)

Correction Status

Receiver

Date Recorded

Time Recorded

Update Status

Feature Name

Data File Name Total Positions

Filtered Positions

GPS

Week

GPS

Second _

IN

ADDITION

FOR LINE

FEATURES

Length (2D)

Length (3D)

Average Vertical Precision

Average Horizontal Precision

Worst Vertical Precision

Worst Horizontal Precision

Line ID

IN

ADDITION

FOR POINT

FEATURES

Height

Vertical

Horizontal

Standard Deviation

Point ID