Attachment 3 - SOW Luke AFB FOC B123 to B528 and B530 - 10 April 2025.pdf

For Official Use Only

STATEMENT OF WORK (SOW)

for

Fiber Optic Cable (FOC) from Information Transfer Building (ITB) 123 to End Building (EB)

528 and 530 at

Luke Air Force Base (AFB), AZ

10 April 2025

Prepared By

56 CS/SCXP

7320 N. Homer Drive, Bldg 123

Luke AFB, AZ 85309

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 Base Access Requirements

2.1.2.2 Operational Security (OPSEC)

2.1.3 Environmental Management

2.1.4 Permits

2.1.5 Integrated Product Team (IPT)

2.1.6 Quality Assurance

2.1.7 Contractor Personnel

2.1.7.1 Project Management

2.1.7.2 On site PM Personnel Requirements

2.1.8 Warranty

2.1.9 Manuals and Practices

2.2 SPECIFIC REQUIREMENTS

2.2.1 Outside Plant Requirements

2.2.1.1 Existing Maintenance Holes and Hand Holes

2.2.1.2 Measurements

2.2.1.3 Cable Racks and Cable Rack Supports

2.2.1.4 Labeling

2.2.1.4.1 Cable Tags

2.2.1.4.2 FODP Marking

2.2.1.4.3 New Ducts

2.2.1.4.4 Innerducts

2.2.1.5 FOC Terminations and Splicing

2.2.1.6 FOC Maintenance Loop

2.2.1.7 Outside Plant Installation

2.2.1.7.1 Underground Conduit Systems

2.2.1.7.1.1 Maintenance Holes, Hand-hole and Conduit System

2.2.1.7.1.2 Composition

2.2.1.7.1.3 Installation

2.2.1.7.1.4 Paved Surface Crossings

2.2.1.7.1.5 Conduit Protection

2.2.1.7.1.6 Bends and Sealing

2.2.1.7.1.7 Entrance Conduits into Existing Maintenance holes

2.2.1.7.1.8 Utility Separation

2.2.1.7.1.9 Pull Tape

2.2.1.7.1.10 Tracer Wire

2.2.1.7.1.11 Spacers

2.2.1.7.2 Fiber Optic Distribution Panel (FODP)

2.2.1.7.3 Fiber Optic Cable Installation

2.2.1.8 Testing

2.2.1.8.1 Fiber Optic Cable Tests

2.2.1.8.1.1 Optical Attenuation

2.2.1.8.1.2 Distance

2.2.1.9 Cabinets and Power

2.2.2 Site Restoration/Debris Removal

2.2.3 Service Outages

2.2.4 National Pollution Discharge Elimination System (NPDES)

2.2.5 Underground Utilities Markings

2.2.6 Installation Schedules

2.2.7 Weekly Status Reports

2.2.8 As-Built Drawings

2.2.9 Test and Acceptance/Installation Test Plan

2.2.10 Test Performance

2.2.10.1 In-progress Testing

2.2.10.1.1 Excavations

2.2.10.1.2 Acceptance/Installation Test Report

2.2.10.2 Final Acceptance

3.0 GENERAL INFORMATION

3.1 Period of Performance

3.2 Place of Performance

The place of performance is Luke AFB, AZ

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

5.0 ATTACHMENT

1.0 SCOPE.

This Statement of Work (SOW) defines the requirements for the Contractor to engineer, furnish, install, and test (EFI&T) 12 strands of single mode (SM) fiber optic cable (FOC) each from Consolidated Comm Facility Bldg 123 to the Bldg 528 and 530; associated terminating equipment; and associated conduits to connect existing and augmented hand hole/conduit system components to the end building. 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 equipment, supplies, or materials provided shall be new and not refurbished. No equipment, supplies, and material will be provided by the government. All materials used in this SOW must be rust-proof and corrosion-resistant, due to the nature of the environment.

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 during the Pre-Construction kick-off meeting to obtain all safety regulations/requirements that apply to this effort.

2.1.1.2 Confined Space.

The Contractors and Sub-contractors entering confined spaces on Luke AFB are responsible for the safety of their personnel and for their own permit space program as outlined in local, state, federal (OSHA CFR 29 Part 1910-268) compliance standards and Air Force Instruction (AFI) 91-203. The primary Contractor is responsible for all Sub-contractor confined space operations. The Contractor shall receive a “confined space” and safety requirements briefing from Base Safety Office and outside plant personnel before entering any maintenance hole.

2.1.1.3 Accident/Incident Reporting and Investigation.

The Contractor shall call 911 for all life-threatening emergencies; record all available facts relating to each instance of injury; report the accident/incident to the Contracting Officer.

The Contractor shall secure the scene of any accident and wreckage until released by the accident investigative authority through the 56 CS/SCXP PM. 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 site 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.

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 notify the 56 CS/SCXP PM NLT 10 calendar days in advance to inform base Security Forces and Emergency Services personnel of the planned disruptions.

2.1.2 Security Requirements.

2.1.2.1 Base Access Requirements.

Contractor shall provide Contracting Office and 56 CS/SCXP with a list of names identifying personnel assigned to this project. Personnel assigned will need to obtain a base pass from 56 Security Forces (SFS). Personnel will need to provide a Real ID compliant document and give the South Gate Visitor Center their social security number to initiate a limited scope background check when they first arrive at Luke AFB. Contractor shall coordinate initial arrival date and time with 56 CS/SCXP who will sponsor base passes for individuals assigned to this effort

2.1.2.2 Operational Security (OPSEC).

Network infrastructure drawings (Maintenance or hand hole duct system, maintenance hole/Hand hole locations, fiber paths, building layouts/ floorplans, etc.) are on the 56 CS Critical Information List and must be protected. The Contractor shall take appropriate measures to protect detailed information pertaining to the EFI&T effort, to include appropriate marking of documents as “For Official Use Only (FOUO),” and ensuring limited distribution of documents and schematics/drawings to only those individuals with a valid need to know. IAW AFI 10-701, OPSEC Considerations, the Contractor shall develop an OPSEC plan to ensure the protection of FOUO data either furnished by the government or produced by the Contractor. The Contractor’s OPSEC plan provided in the RFP, shall be incorporated into the SOW in accordance with (IAW) CDRL A007.

2.1.3 Environmental Management.

The Contractor shall comply with the most stringent environmental federal, state, county, and local laws and regulations; and Air Force policies, instructions, and plans. The Contractors are responsible to know and follow all applicable federal, state, county, local and Air Force regulations for environmental protection, including waste disposal, sewer discharge, air emissions, and storm water requirements. The Contractor shall maintain an awareness of changing environmental regulatory requirements to avoid environmental deficiencies for activities on Luke AFB, AZ. The Contractor shall ensure their Sub-contractors comply with these specifications.

2.1.4 Permits.

The Contractor shall be responsible for complete processing and coordination of all permits required completing the installation. For example:

• Digging permit, AF Form 103 shall be submitted through Civil Engineering Squadron 21 calendar days in advance of digging activities).

• Confined space entry permit, AF Form 1024 shall be coordinated through base safety office. The Contractor shall be prepared to provide proof of their Confined Space Training Program along with the AF Form 1024 to base safety.

• The Contractor shall obtain an approved Base Civil Engineering Work Request, AF

Form 332, prior to any facility or maintenance modification.

• The Contractor shall trench, excavate, and mark and barricade open trenches IAW OSHA Standards.

2.1.5 Integrated Product Team (IPT).

The Contractor shall chair a weekly IPT meeting that includes Contractor representatives, the 56 CONS Contracting Officer (CO)/56 CONS Contract Specialist (CS), the 38 ES Cyberspace Integrator-Base (CSI-B), System Engineer(s) (SE), and Project Manager (PM), the 56 CS Project Manager, 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 in accordance with (IAW) CDRL A004.

2.1.6 Quality Assurance.

The Contractor shall provide a Quality Control Plan for the life of the project. The Contractor’s quality assurance evaluator shall assist the Government representative in performing random spot checks. The Contractor shall be responsible for identifying 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 IAW 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 on-site PM’s range of authority to act for the Contractor relating to daily contract operation. The Contractor’s designated on-site PM shall arrive on site prior to the shipment and delivery of any project materials to Luke AFB, and shall make all arrangements for the reception, off-loading, storage and movement of all project materials for the duration of the project. The Contractor’s designated on-site PM shall remain on site for the duration of the project, up to and until final acceptance by the Government PM. The on-site PM shall be the interface for all work site communications with the Government PM, including quality, safety, and discrepancy matters.

2.1.7.2 On site PM Personnel Requirements.

The Contractor’s on-site PM, and respective alternate(s) shall be able to read, write, speak, and understand English; and shall be on site to coordinate permits, clearances, and receive shipments/material related to the task order.

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 government acceptance. The Contractor shall provide written warranty on an AF Form 3000.

2.1.9 Manuals and Practices.

The Contractor shall provide the latest version of operation, installation, and maintenance manuals and practices/users guide for each system installed as provided by the original manufacturer with all new equipment should be provided on an AF Form 3000 to 56 CONS for government review and approval by 56 CS.

2.2 SPECIFIC REQUIREMENTS.

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. The Contractor shall comply with the current TIA (Telecommunications Industry Association) telecommunication installation and testing commercial standard and base installation standards. See Appendix A for a copy of the base installation standards; AETC First 400 Feet Guidance with Luke Supplement. All equipment, supplies, and materials provided shall be new and not refurbished.

2.2.1 Outside Plant Requirements.

2.2.1.1 Existing Maintenance Holes and Hand Holes.

The Contractor shall be responsible for pumping out MHs/ HHs. Water from MHs/ HHs shall be pumped into the storm drain system unless it is not available; then it may be pumped out onto the surrounding ground, if there is no impact to roads, driveways, or vehicle traffic. Mud and debris shall be disposed of IAW base requirements. The Contractor shall also verify all the cables affected by this project and provide detailed butterfly drawings of all existing and new MHs/HHs with the appropriate GPS coordinates.

2.2.1.2 Measurements.

Any distances provided in this SOW are approximations and should NOT be used for ordering materials or determining duct lengths. Contractor shall walk proposed path with measuring device to determine distances required prior to ordering materials. Fiber optic cabling shall account for maintenance loops in handholes, vault, cabinets, facility point of entry routing, and terminations via fusion splice.

2.2.1.3 Cable Racks and Cable Rack Supports.

Cable racks shall be installed in maintenance holes as required. Telecommunications industry standard cable hooks of the appropriate length shall be provided to support cables and future 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.

2.2.1.4 Labeling.

The Contractor shall label all equipment and cables they install as directed by 56

CS/SCXP.

2.2.1.4.1 Cable Tags.

All tags shall be permanently labeled, easily visible and corrosion resistant. Cable tags shall be installed in all MH/HH and fiber optic distribution panel (FODP) locations.

When cables pass through MHs/HHs, 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. The same information shall appear on the Contractor’s completed as-built-drawings.

For example: 12L8.3F

FO 123-528, 1-12

2.2.1.4.2 FODP Marking.

FODP shall be stenciled/marked with black ink or paint or adhesive backed decals in letters and numbers. 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: For example: FODP-123-528

FO 123-528, 1-12 SM

2.2.1.4.3 New Ducts.

New ducts shall be permanently labeled on the wall of each building/ MH/ HH indicating the connecting building/MH/ HH at the other end of the duct (for example, “To GB-HH-164B”). The same information shall appear on the Contractor’s completed as-built-drawings.

2.2.1.4.4 Innerducts.

The contractor shall install one (1) 3” 3-cell geo-textile detectible flexible type innerducts with mule tape in one of the new or existing conduits on each run, unless already accomplished in the SOW or with written approval from the Contracting Officer with coordination of 56 CS/SCXP. Innerducts and tracer wires shall be secured to the wall of the corresponding MH/HH with a label stating the “To/From” location.

2.2.1.5 FOC Terminations and Splicing.

Fiber optic cables shall be terminated (LC connector) at the FODP by direct connection (install connector directly onto the incoming optical fiber) using fan-out kits via fusion splice.

2.2.1.6 FOC Maintenance Loop.

Minimum of 50 feet of fiber optic cable at every third MH/HH location, starting/ending in the first maintenance hole outside each end building and each MH/HH with a 90-degree bend (i.e. the first maintenance hole outside of each building will contain a 50 feet maintenance loop). All maintenance loops installed within MHs/ HHs must be supported by two cable hooks. Cable hooks are to be positioned so the highest one supports the underside of the top of the coil and the bottom hook supports the underside of the bottom of the coil. The maintenance loop shall have a cable tag. The same information shall appear on the Contractor’s completed as-built-drawings.

2.2.1.7 Outside Plant Installation.

This section describes the underground conduit system installation requirements. The installation shall be coordinated with the 56 CS/SCXP so that the impact on the users is properly coordinated. The sequence of installation is at the Contractor’s discretion. See Attachment 1 for reference of existing and proposed conduit route.

2.2.1.7.1 Underground Conduit Systems.

The Maintenance hole, hand hole and conduit route location as depicted on attachment 1 is only meant to identify the requirement for a section of conduit replacement. The exact route will be proposed by the Contractor and will be dependent on the terrain, environmental restrictions and both above and below ground obstructions. All new underground paths shall be directionally drilled/ bored.

2.2.1.7.1.1 Maintenance Holes, Hand-hole and Conduit System.

MHs/HHs installed under this Task Order shall have an American Association of State Highway and Transportation Officials (AASHTO) rating of H-20 or equivalent.

Unless otherwise stated, MHs shall have a minimum interior dimension of 6’W x 8’L x 7’H (width, length, height) with predrilled duct entry holes [sealed with knockouts configured for splayed entry in the end walls)] with duct terminators to accept 4-inch I.D. schedule 80 conduit. MHs shall be furnished with a ladder, cable racks, a sump, pulling irons and a grounding system. MHs 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 3’W x 5’L x 4’H (width, length, height).

HHs shall be furnished with cable racks, pulling irons and a grounding system. HHs shall meet the requirements of TIA -758A, paragraph 4.2.2. Prefabricated HHs are preferred. The HH shall have a torsion assisted full-opening diamond plate 2-piece cover with self-latching stainless steel slam locks. MH/HH covers shall be labeled with 1/8” raised letters stating “COMMUNICATIONS”. The contractor shall form and install a 1’ wide x 8” deep concrete perimeter around new MHs/ HHs being placed.

Note. It is understood that some MHs/ HHs are precast with bonding ribbon or some similar connection to the handhole rebar and therefore do not require a ground rod.

This method of grounding in lieu of a ground rod is satisfactory if the impedance to ground is at the acceptable level.

The Contractor shall EF&I the following:

• Install a minimum of 3 new Handholes under this effort as shown in Figures 1 & 2.

The Contractor shall provide 6 sets of keys (keyed alike) to open these lids and all materials including the hinges, bolts, locking mechanism, etc. shall be corrosion resistant.

• Install two (2) each of 4” inside diameter HDPE roll pipe/ Sch 80 PVC between the MH-2-C and new HH-2-C-2; approximately 275’.

• Install two (2) each of 4” inside diameter HDPE roll pipe/ Sch 80 PVC between the new HH-2-C-2 and new HH-2-C-3; approximately 210’.

• Install two (2) each of 4” inside diameter HDPE roll pipe/ Sch 80 PVC between the new HH-2-C-3 and Bldg 528; approximately 135’ (Connect to existing stub-outs).

• Install two (2) each of 4” inside diameter HDPE roll pipe/ Sch 80 PVC between the new HH-2-C-3 and new HH-2-C-4; approximately 235’. Sch 80 is required under roadways, parking lots, and other paved areas.

• Install two (2) each of 4” inside diameter HDPE roll pipe/ Sch 80 PVC between the new HH-2-C-4 and Bldg 530; approximately 120’ (Connect to existing stub-outs).

• Install one (1) each new or override of 3x3” Geo-textile flexible detectible inner-duct; in each duct run as shown in Table 1.

• Install 12 strands indoor/outdoor rated SM FOC from Bldg 123 to Bldg 528 and12 strands indoor/outdoor rated SM FOC from Bldg 123 to 530.

• Install a 12 RU wall mounted cabinet and terminate the 12 strands SM FOC in an FODP in the Mechanical room in Building 530.

• Terminate the 12 strands SM FOC in a FODP in the existing comm cabinet in Rm 115 of Building 528.

o Remove excess unused cabling from the existing telecom cabinets.

• Install a 24-port FODP in Bldg 123 Rm 121A Cabinet 206 and run two (2) 12 strands of indoor/outdoor rated FOC and terminate in the comm cabinet in the communication room.

o Remove excess unused cabling from the existing telecom cabinets.

2.2.1.7.1.2 Composition.

The ducts shall be corrosion resistant and 4-inch inside diameter (I.D.) round or metric equivalent. The ducts shall be made of EPC-80 Polyvinyl Chloride (PVC) (Schedule 80) IAW NEMA TC-2; or high-density polyethylene (HDPE) SIDR 11.5.

Roll-pipe shall be made of high-density polyethylene (HDPE) SIDR 11.5. 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.

2.2.1.7.1.3 Installation.

Installation of underground conduits/ducts shall be IAW RUS Bulletin 1751F-643 and RUS Bulletin 1753F-151. Ducts across roads, sidewalks, parking areas, or areas to be paved, etc. shall be installed a minimum of 36" below grade. In maintenance holes with knockouts, ducts shall start at the bottom knockout, allowing for upward expansion in the maintenance holes. All ducts not installed across roads, sidewalks, parking areas, or areas to be paved, etc. shall have a minimum of 36 inches ground cover. The Contractor shall provide other protective measures, concrete cap, etc., in those areas where the minimum ground cover cannot be achieved.

2.2.1.7.1.4 Paved Surface Crossings.

The Contractor shall use the method of horizontal directional drilling (HDD) on all paved surfaces. Paved surfaces may be asphalt, concrete, brick, or some type of paving stone. Paved surfaces include roads, driveways, sidewalks and parking lots.

Paved surface crossings shall be IAW guidelines set forth by the base civil engineer

(BCE).

2.2.1.7.1.5 Conduit Protection.

The Contactor shall install the appropriate physical protection required [concrete encasement, steel tube (casing)] for buried PVC conduits or HDPE roll-pipe, consistent with commonly accepted telecommunications industry practices relative to the task and to the environment in which they are installed and the loads (H-5, H- 10, H-20, railroads, flightline, etc.) to which they are expected to be exposed. Type of protection may be dependent upon the specific application and shall be IAW applicable federal, state or local (Luke AFB Civil Engineering construction requirements) procedures. However, at a minimum, nonmetallic conduits shall be encased in concrete of minimum 2500 lb./in2 compressive strength where vehicular traffic is above the pathway. The encasement shall be concrete of a wet-type mix and shall be placed in such a manner as to ensure the concrete completely surrounds all conduits and no air voids are trapped in the mix.

2.2.1.7.1.6 Bends and Sealing.

All bends between maintenance holes shall be a 40-inch minimum radius bend required for a 4-in PVC/ HDPE to meet/exceed the industry standards of 10x the inner diameter. There shall be no more than one 90-degree bend and the total bends not to exceed 180- degrees collectively in any direction on any given run between maintenance holes. Where a bend or sweep is placed in PVC nonmetallic duct bank between maintenance holes, the duct bank must be encased in concrete with a minimum compressive strength of 17,225 kilopascal (kPa) [2500 pounds per square inch (psi)]. Ducts shall have bell ends and enter a maintenance hole perpendicular to the surface of the wall through which it is entering. All ducts/inner ducts entering maintenance holes must be sealed. Duct sealant shall not render the fabric mesh innerducts unusable for future use. Universal duct plugs or removable putty sealants may be used. Upon completion of conduit sections, a test mandrel ¼” (6.4mm) smaller than the inside diameter of the conduit shall be pulled through two diagonally opposite ducts to ensure proper alignment. In addition, all ducts shall be cleared of loose materials such as concrete, mud, dirt, stones, etc.

2.2.1.7.1.7 Entrance Conduits into Existing Maintenance holes.

When new entrance conduits/ducts or sleeves are required, the Contractor shall bore and install the necessary holes and install the ducts or sleeves, if knockout doesn’t exist. Penetration shall not be in such a location through the wall as to block use of existing ducts in the MH/HH. New ducts will be a minimum of 18 inches from either the MH/HH floor or ceiling, if practical. The minimum bending radius for entry conduit/ducts shall be no less than 10 times the inside diameter of the conduit. Ducts and openings around ducts shall be sealed to prevent moisture from entering the

MH/HH.

2.2.1.7.1.8 Utility Separation.

When communications ducts cross either power duct or buried power cable, maintain a minimum separation of 3 inches of concrete or 12 inches of well-tamped earth between the two or 12 inches of well tamped earth when parallel; for pipes (e.g., gas, water, oil) maintain 6 inches when crossing or 12 inches when parallel.

2.2.1.7.1.9 Pull Tape.

All newly installed ducts left vacant shall be provided with a pull tape 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.

2.2.1.7.1.10 Tracer Wire.

All new tracer wire installed for this project needs to have a wire nut and label installed at all wire ends, and those wire ends secured but not connected to grounds.

The tracer wire shall be exposed; free from the conduit and capped (insulated). The tracer shall be secured and routed to the maintenance hole or handhole neck to a point where maintenance personnel may access the wire without having to enter the maintenance hole/handhole and tagged with a label so indicating it as a “Duct Tracer Wire to xxx – Do Not Remove (where xxx is the other end of the wire).”

Tracer wires shall not be connected to any grounding system. Tracer wire shall be pulled back from building entrances until it is underground to prevent lightning damage.

2.2.1.7.1.11 Spacers.

Along the length of the duct run, if the ducts are installed by trenching, spacers shall be placed at an interval of four (4) spacers per 25 feet and cable warning tape shall be buried one (1) foot below the surface and shall follow the duct route. The tape shall be a minimum of three inches wide and orange in color with the appropriate warning message.

2.2.1.7.2 Fiber Optic Distribution Panel (FODP).

The Contractor shall install one (1) 24-port FODP in Building 123, one (1) 12-port FODP each in the existing cabinet at Bldg 528 and in the contractor furnished, contractor installed cabinet at Bldg 530. The Contractor shall coordinate with 56 CS/SCXP to schedule a time when work can be done at these locations.

2.2.1.7.3 Fiber Optic Cable Installation.

The Contractor shall install outside plant (all-dielectric, loose buffer tube, single mode, water blocked) optical fiber cable suitable for underground applications. The cable shall meet RUS 7 CFR 1755.900 criteria; shall comply with industry standards regarding manufacturers’ cable marking, jacket, rip cords, water blocking, fiber color coding, jacketing materials, etc. In addition, the fibers shall comply with industry standards regarding mode field diameter, core cladding concentricity, attenuation, and dispersion characteristics at 1310 nm and 1550nm.

The suggested cable paths from Buildings 123 to Building 528 and 530 are shown in Table 1 and Figure 2.

2.2.1.8 Testing.

The Contractor shall furnish all test equipment and personnel required to conduct testing.

The Contractor shall record all inspections and tests as they are accomplished and make all test sheets/inspection results available to 56 CONS via AF Form 3000 for 56 CS/SCXP representative review and acceptance.

The Contractor shall notify the 56 CS/SCXP at least 5 calendar days prior to any testing.

All testing will be IAW accepted telecommunications industry standards for the type of test being conducted. The Contractor shall provide test reports in electronic .pdf format to the government within 10 calendar days of completing the testing. Test results shall be organized in sequential order and provided in summary and detail formats. Test reports shall be in summary and detail formats. Contractor is required to locate/repair any testing irregularities if caused by the installation.

Any splicer’s errors detected shall be corrected in the splice in which they were made. It is assumed that the cable is delivered fault free from the manufacturer. No cable faults or splicer’s errors are allowed in the new cable. Contractor is required to locate and repair cable faults or splicer’s errors if caused by the installation.

2.2.1.8.1 Fiber Optic Cable Tests.

All strands of all fiber optic cables shall be tested IAW TIA 526-7 Measurement of Optical Power Loss of Installed Single-mode Fiber Cable Plant, or equivalent. As a minimum, the following tests shall be performed. Both Optical Time Domain Reflectometer (OTDR) and Optical Power Meter tests will be used for all end-to-end circuits. Between FODPs, bi-directional testing at 1310 nm and 1550 nm is required.

NOTE: Testing of the Fiber Optic Cables on the reel shall be provided to the 56 CONS on AF Form 3000 for 56 CS/SCXP review/acceptance prior to installation.

2.2.1.8.1.1 Optical Attenuation.

End to end attenuation tests shall be conducted on all fiber optic cable strands. Tests shall be accomplished to ensure the installed cable is within the specified commercial industry parameters.

2.2.1.8.1.2 Distance.

Tests shall identify the total installed cable length between optical patch panels for individual strands. All strands of all fiber optic cables shall be tested.

2.2.1.9 Cabinets and Power

2.2.1.9.1 The Contractor shall procure, utilize and install 12 RU wall mounted cabinet at Bldg 530 in the designated communication location. The Contractor shall extend the power and associated grounding to the cabinet.

2.2.1.9.2 The Contractor shall install 2 outlets with 20V 120VAC inside each cabinet, if one is not available. This shall be dedicated circuits from the electrical breaker panel identified during the site walk.

2.2.1.9.3 The Contractor shall furnish and install two1500VA (or higher), rack- mounted, TAA compliant Uninterruptible Power Supplies (UPS); one inside the existing cabinet at Bldg 528 and one inside the new contract furnished, contract installed cabinet at Bldg 530.

2.2.1.9.4 The Contractor shall furnish and install two, new TAA compliant 24 port PoE switches (Cisco Catalyst C9300-24P-A) or suitable Cisco replacement from the DISA DoDIN Approved Product List, APL, with 56 CS approval if the Cisco C9300-24P-A falls off the APL. One installed inside the existing cabinet at Bldg 528, and one installed inside the contract furnished, contract installed cabinet at Bldg 530. The switch configuration shall be accomplished by the 56 CS/SCOI

2.2.2 Site Restoration/Debris Removal.

The Contractor shall be responsible for surface restoration. Restoration at each location shall be subject to final inspection and approval by the Base Civil Engineer (BCE) IAW guidelines set forth by the BCE.

The Contractor shall dispose of all residues from this project off base and in accordance with (IAW) local and base environmental laws and regulations.

The Contractor shall be responsible for grounds restoration to include, backfilling, soil compacting, reseeding, re-sodding or any other necessary material and services required to restore ground conditions to the original condition IAW with guidelines set forth by the BCE. The Contractor shall perform follow-up grounds restoration, if that location is not up to its original condition due to surface settling or lack of turf germination or seeding.

The Contractor shall be responsible for restoration of asphalt, concrete, brick, paving stone, etc. at locations, which were damaged due to activities by the Contractor. Any asphalt, concrete, street, curb or sidewalk replacement shall be IAW with guidelines set forth by the BCE. At a minimum, the restoration shall be restored to match existing strength, color (to the extent practical) and type of material. The Contractor shall perform follow-up restoration if that location is not up to its original condition due to surface settling.

2.2.3 Service 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 or other utilities that are properly identified. The Contractor shall follow 56 CES Customer Service outage request procedures and complete/submit an outage request notification form 10 working days prior to planned outages/interruptions of existing circuits if implementation necessitates disruption of service(s), (e.g., communications, electrical, or other utilities). Requested outage may not proceed until outage request form is returned from 56 CES Customer Service approving primary outage date requested or alternate date.

2.2.4 National Pollution Discharge Elimination System (NPDES).

The contractor is solely responsible for compliance with all federal, state, county, and local storm water and environmental protection plan requirements. Base Civil Engineering/CEV will review and advise to ensure minimum standards and storm water controls/BMPs are in place to ensure compliance; this is a compulsory item in the SOW and contract. The Contractor shall implement storm water controls/BMPs to ensure sediment, because of storm water runoff, does not enter storm drainage channels and/or inlets.

The Contractor shall conduct an initial meeting within 10 days of the Contractor site survey with the base environmental office to identify NPDES preparations and/or the storm water/environmental plan.

The Contractor shall review the NPDES requirements applicable to the base; develop a plan to comply with the NPDES; obtain approval of the NPDES plan from all appropriate government agencies; and comply with any other applicable state requirements for construction.

The Contractor shall implement, monitor and manage the NPDES Plan.

2.2.5 Underground Utilities Markings.

The Contractor shall submit an AF Form 103, Base Civil Engineering Work Clearance Request (Dig Permit), for underground digging to 56 CES Customer Service 10 working days before the projected start dig and/or horizontal directional boring takes place.

Contractor shall complete blocks 1, 2, 3, 4, 5, 6, 7, 14, and 18 before submitting the form.

Contractor shall not begin digging/boring until they receive a signed and approved AF Form 103 from CES Customer Service. Contractor shall take all precautions to protect existing infrastructure from damage. In the event the Contractor cuts or otherwise damages any buried utilities or base infrastructure, then Contractor shall immediately notify the 56 CS/SCXP PM and 56 CONS Contracting Officer. The Contractor is responsible for repair of any damage caused during installation when the infrastructure is clearly marked. The Contractor is responsible for maintaining all markings, and for ensuring AF Form 103 (Dig Permit) remains current.

2.2.6 Installation Schedules.

The Contractor shall provide a complete milestone schedule, via AF Form 3064, that denotes project activities to include time-phased start and completion dates for the project and sub-projects associated with the installation of the components and system IAW

CDRL A002.

2.2.7 Weekly Status Reports.

The Contractor shall prepare a Weekly Status Report and distribute IAW CDRL A003.

The purpose of the report is to inform IPT members of project progress, problems being encountered, and other topics necessary/beneficial to ensure success and timely completion of the contract requirements.

2.2.8 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). 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. 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).

2.2.9 Test and Acceptance/Installation Test Plan.

The Contractor shall provide a test plan as to how the system shall be pre-tested, in-progress-tested, post-tested and cut-over plan to demonstrate to the Government that the system is fully operational and meets or exceeds the specified requirements and that the system is fully ready to be placed into service. The Contractor shall test the system to demonstrate its proper performance to the Government quality assurance representative.

These tests shall be accomplished prior to the system being placed into service (CDRL A005).

2.2.10 Test Performance.

The Contractor shall perform testing and inspections of all systems solutions to ensure the technical adequacy and accuracy of all work, including reports and other documents required in support of that work. The Contractor shall participate with the Government in testing the complete communications system. 56 CS/SCXP will require draft copy of the cutover plan and test plan in 30 calendar days after contract award IAW CDRL A005.

2.2.10.1 In-progress Testing.

2.2.10.1.1 Excavations.

All excavations shall be inspected for compliance with applicable installation and safety directives, and installation plan procedures. After material is placed, the Contractor shall inspect and document the installation prior to backfilling. In addition, the designated government representative shall be allowed to inspect the installation prior to backfilling.

2.2.10.1.2 Acceptance/Installation Test Report.

The Contractor shall provide an installation test report to 56 CONS on AF Form 3000 of the results of the testing accomplished under the installation test plan IAW CDRL A006.

2.2.10.2 Final Acceptance.

The Contractor shall schedule a final project walk-through with 56 CONS and the 56 CS/SCXP PM. This should be scheduled 5 calendar days prior to acceptance. The Contractors shall have the system running/operation for 48 consecutive hours prior to acceptance. The final acceptance shall conclude upon the successful completion and receipt of all deliverables. The Contractor shall schedule a final project walkthrough with the Contractor and the Government CO at least five (5) calendar days prior to acceptance. The Government reserves the right to refuse final acceptance until all discrepancies and problems have been resolved to its satisfaction.

3.0 GENERAL INFORMATION.

3.1 Period of Performance.

The period of performance for the project shall be a total of one hundred eighty (180) days after receipt of Notice to Proceed.

3.2 Place of Performance

The place of performance is Luke AFB, AZ.

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 submitted in writing with the 56 CONS Contracting Officer for review and approval 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 a request is submitted in writing with the 56 CONS Contracting Officer for review and approval at least 10 calendar days in advance.

3.5 Base Support.

The Contractor shall identify any base support requirements (for example, laydown and storage areas, access to base water/fire hydrants, etc.) 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

TIA-606-B - Administration Standard for Telecommunications Infrastructure TIA-568-C.0 - Generic Telecommunications Cabling for Customer Premises TIA-568-C.1 - Commercial Building Telecommunications Cabling Standard

TIA-568-C.2 - Balanced Twisted-Pair Telecommunications Cabling and Components Standard TIA-568-C.3 - Optical Fiber Cabling Components Standard TIA 942 - Telecommunications Infrastructure Standard for Data Centers TIA-607-B - Commercial Building Grounding (Earthing) and Bonding Requirements for Telecommunications TIA-526-7- Measurement of Optical Power Loss of Installed Single-mode Fiber Cable Plant TIA-526-14-B Optical Power Loss Measurement of Installed Multimode Fiber Cable Plant

TIA-569-B - Commercial Building Standard for Telecommunications Pathways and Spaces TIA-570-B –Residential Telecommunications Infrastructure Standard TIA-598-C – Optical Fiber Cable Color Coding TIA-758-B Customer-owned Outside Plant Telecommunication Infrastructure Standard RUS Bulletin 1735F-401, Standards for Splicing Copper and Fiber Cable RUS Bulletin 1751F-643 - Underground Plant Design

RUS Bulletin 1751F-801 – Electrical Protection Fundamentals RUS Bulletin 1753F-151 (515b) - Specifications and Drawings for Underground Cable Installation RUS Bulletin 1753F-201 (PC-4) – RUS Standard for Acceptance Tests and Measurements of Telecommunications Plant RUS Bulletin 1753F-207 (PE-87) – REA Specification for Terminating Cables NFPA 70 - National Electric Code UFC 3-580-1 - Information and Communications Technology Infrastructure Planning and Design AETC First 400 Feet Guidance with Luke Supplement Luke AFB Master Specifications

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

A006 Test Report DI-QCIC-80512

A007 OPSEC Plan DI-MGMT-80934B

5.0 ATTACHMENT

Fiber Strands (in feet)

Trench/Bore (in feet)

Innerduct (in feet)

From To 12-st SM

FOC (528)

12-st SM FOC (530) 2-4" 2-1.25" 1-3" 3-cell 3-3" 3-cell HH 3x5x4

Bldg 123 MH-69 185 185 85

MH-69 MH-68 280 280 280

MH-68 HH-2C-1 285 285 285

HH-2C-1 HH-2C 285 285 285

HH-2C New HH-2-C-2 275 275 275 (x2) 275 1

New HH-2-C-2 New HH-2-C-3 210 210 210 (x2) 210 1

New HH-2-C-3 Bldg 528 235 135 (x2) 135

New HH-2-C-3 New HH-2-C-4 235 235 (x2) 235 1

New HH-2-C-4 Bldg 530 220 120 (x2) 120

Approx Distance

1850 2080 2000 0 1950 0 3

Table 1: Approximate Route and Distances for FOC, innerducts and trenching/boring paths

Figure 1: Proposed pathways from 123 to 528 and 530 Part 1

Figure 2: Proposed pathways from 123 to 528 and 530 Part 2

CONTRACTOR GENERATED DRAWING

NONE 00000AK02.000 2 4

Figure 3 Typical Sectional Sym bols Sheet 1(from

C ITS TSIP Tem plate) Page 25 of 40 For O fficial U se O nly

FO 90215-90203,1-6SM+7-16SM DARK/17-24MM

TO ENGINEER/SPM/DRAFTING STAFF

FO 148-325,13-24

NONE 00000AK03.000 3 4

Figure 4 Typical Sectional Sym bols Sheet 2(from

C ITS TSIP Tem plate) Page 26 of 40 For O fficial U se O nly

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

5.1

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.

5.2

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.