Attachment_2_-_SOW_New_FOC_from_Bldg_1101_to_Bldg_1002_7_May_2019.pdf

STATEMENT OF WORK (SOW)

For

Installation of New Single Mode Fiber Optic Cable from Bldg 1101 to Bldg 1002 at

KEESLER AFB MS

7 May 2019

Prepared By

38 ES/ENII

4064 Hilltop Road Tinker AFB OK 73145-2713

Table of Contents

1. SCOPE 4

2. REQUIREMENTS 4

2.1. GENERAL REQUIREMENTS 4

2.1.1. Safety Requirements 4

2.1.2. Site Coordination 4

2.1.2.1. Confined Space 4

2.1.2.2. Accident/Incident Reporting and Investigation 4

2.1.2.3. Work Area(s) 4

2.1.2.4. Traffic control 5

2.1.3. Security Requirements 5

2.1.3.1. Security Clearances 5

2.1.3.2. Operational Security (OPSEC) 5

2.1.4. Environmental Compliance 5

2.1.5. Permits 6

2.1.6. Integrated Process Team (IPT) 6

2.1.7. Quality Assurance 6

2.1.8. Contractor Personnel 6

2.1.8.1. Project Management 6

2.1.8.2. Site Point of Contact (POC) 6

2.1.8.3. Personnel Requirements 7

2.1.9. Electronic Contractor Manpower Reporting Application (ECMRA) 7

2.1.10. Warranty 7

2.1.11. Manuals and Practices 7

2.2. SPECIFIC REQUIREMENTS 7

2.2.1. Maintenance Holes (MHs) and Handholes (HHs) 7

2.2.2. Measurements 8

2.2.3. Underground Utilities Markings 8

2.2.4. Splice Conductors Error! Bookmark not defined.

2.2.5. Cable Racks and Cable Rack Supports 8

2.2.6. Labeling 8

2.2.7. Cable Tags 8

2.2.8. Pulling Tape 8

2.2.9. Cable Terminations 9

2.2.10. FOC Maintenance Loop(s) 9

2.2.11. New Maintenance Holes/Handholes 9

2.2.12. New Maintenance Holes / Hand Holes Placement 9

2.2.13. Grounding 10

2.2.14. Underground Conduit System 10

2.2.14.1. Composition 10

2.2.14.2. Installation 10

2.2.14.3. Bends and Sealing 10

2.2.14.4. Utility Separation 11

2.2.14.5. Spacers and Tracer Wire 11

2.2.14.6. Entrance Conduits into Existing Maintenance Holes 11

2.2.14.7. Excavation/Building Penetrations 11

2.2.15. Outside Plant Installation 11

2.2.15.1. Infrastructure Installation 11

2.2.15.1.1. Maintenance Holes 12

2.2.15.1.2. Ductbank Infrastructure 12

2.2.15.1.3. Geo-textile Fabric (or Innerduct) Installation 12

2.2.15.2. Fiber Optic Cable Installation 12

2.2.16. Site Restoration/Debris Removal 12

2.2.17. Service Outages 13

2.2.18. Identification/Marking 13

2.2.19. Installation Schedules 13

2.2.20. Weekly Status Reports 13

2.2.21. As-Built Drawings 13

2.2.22. Test and Acceptance/Installation Test Plan 13

2.2.22.1. Fiber Optic Cable Tests 14

2.2.22.2. Optical Attenuation 14

2.2.22.3. Distance 14

2.2.23. Acceptance/Installation Test Report 14

2.2.24. Final Acceptance 14

2.2.25. As-Built Documentation in CVC 14

3. GENERAL INFORMATION 15

3.1. Period of Performance 15

3.2. Place of Performance 15

3.3. Hours of Operation 15

3.4. Holidays/Down Days 15

3.5. Base Support 15

3.6. Minimum Contractor Qualifications. 15

APPENDIX A: APPLICABLE STANDARDS 16

APPENDIX B: LIST OF DELIVERABLES 17

APPENDIX C: LIST OF ACRONYMS 18

APPENDIX D: DRAWINGS 20

1. SCOPE

This SOW defines the requirement for the Contractor to engineer, furnish, install and test (EFI&T) new 12 strand single mode (SM) Fiber Optic Cable (FOC) from Bldg 1101 to Bldg 1002. The Contractor will provide all equipment, tools, materials, supplies, transportation, labor, supervision, management, and other incidentals necessary to meet the requirements as stated in this SOW; no equipment, supplies, or material, will be provided by the government. All equipment, supplies, or materials installed as part of the Customer-Owned Outside Plant Telecommunications Infrastructure Will be new and not refurbished, and must be rustproof and corrosion-resistant, due to the nature of the environment.

2. REQUIREMENTS

2.1. GENERAL REQUIREMENTS

2.1.1. Safety Requirements

The contractor will remain in compliance with all Federal, State, and Base security and safety laws, regulations, policies, and requirements.

2.1.2. Site Coordination

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

2.1.2.1. Confined Space

The Contractors and Sub-contractors entering spaces on Keesler AFB (KAFB), MS are responsible for the safety of their personnel and for their own confined space program as outlined in local, state, federal (OSHA CFR 29 Part 1910-268) compliance standards. The Primary Contractor (Prime) is responsible for all sub- contractor confined space operations. The Contractor Will notify the KAFB Fire Department on-duty dispatch controller twenty four (24) hours prior to entering any maintenance hole, if emergency services assistance is desired.

2.1.2.2. Accident/Incident Reporting and Investigation

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

2.1.2.3. Work Area(s)

At day’s end, the Contractor will remove all debris and surplus materials from the work place.

Safety barriers will be in place to protect unfinished work site at the end of the day. All open holes or trenches will be completely enclosed by flexible orange construction safety fencing, or other safety barriers, at the end of the work day. Equipment and materials required to complete the work effort may remain on site as long as they are organized/stored in a manner that does not cause a safety hazard.

Under no circumstances will any equipment or materials be left unattended within the designated Keesler AFB Controlled Movement Area (CMA) at any time. The Contractor’s designated on-site project manager will maintain two-way radio contact with the Keesler Air Traffic Control

(ATC) Tower at all times during construction work within the CMA. Two-way radios/LMRs will be provided by the government. On work sites outside the base perimeter, the Contractor will coordinate with (and abide by the requirements of) the appropriate local, state, and federal agencies to ensure work areas are safe at day’s end.

Due to safety of the aircraft, FOD is a vital concern. Work debris and equipment ejections/outflow must be directed away from the flight line when working nearby the flight line.

2.1.2.4. Traffic control

In the event base vehicular traffic is to be disrupted by trenching or horizontal directional boring, the Contractor will make appropriate notifications NLT 10 calendar days in advance to 81 CS/SCXP so that inform Base Security Forces and Emergency Services personnel of the planned disruptions.

2.1.3. Security Requirements

The Contractor will process and provide a Site Visit Request Letter to 81 CS/SCXP within 5 calendar days after contract award. This spreadsheet will 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 grant access to the base. If required by the base, the Contractor will provide identification badges for their employees. All Contractor personnel will wear these badges while on duty on the Government site. The badges will identify the individual, company name, and be clearly and distinctly marked as Contractor and be in accordance with base regulations.

2.1.3.1. Security Clearances

Stated work and associated products will 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.

2.1.3.2. Operational Security (OPSEC)

Network infrastructure (CMHDS, MH/HH locations, fiber paths, etc.) is on the 81 CS Critical Information List (CIL) and must be protected. The Contractor will 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. In accordance with (IAW) AFI 10-701, OPSEC Considerations, the Contractor will 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 will be incorporated into the

SOW IAW A007.

2.1.4. Environmental Compliance

The Contractor will 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 will maintain an awareness of changing environmental regulatory requirements to avoid environmental deficiencies for activities on Keesler AFB MS. The Prime Contractor will be responsible for their sub-contractors’ compliance with environmental laws and regulations.

2.1.5. Permits

The Contractor will 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/or 81 CS/SCXP, etc.)} will be submitted at IAW local procedures. All utility markings, flags, etc. will 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 will repair and return the utility back to the same condition it was in prior to the damage. The form(s)/permits will be submitted within 10 calendar days after award.

2.1.6. Integrated Process Team (IPT)

The Contractor will chair a weekly IPT meeting that includes Contractor representatives, the 81 CON Contracting Officer (CO), the 38 ES Cyberspace Integrator-Base (CSI-B), the 38 ES System Engineer (SE), 38 ES Project Manager, the 81 CS/SCXP Project Manager (PM), and other base personnel as required. The Contractor will 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 will record meeting minutes and distribute to the attendees. (A004)

2.1.7. Quality Assurance

The Contractor will provide Quality Assurance Support for the life of the project. The Contractor’s quality assurance evaluator will assist the Government representative in performing random spot checks and system acceptance tests. The Contractor will be responsible for identifying system and outside plant deficiencies and /or discrepancies throughout the life of the project. A weekly report (soft copy) will be submitted to 81 CS/SCXP, 81 SC/SCQ and 81 CS/SCOI indicating progress/status and listing any deficiencies/discrepancies found and actions to correct them. (A003)

2.1.8. Contractor Personnel

2.1.8.1. Project Management

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

2.1.8.2. Site Point of Contact (POC)

The Contractor will 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) will be on site during duty hours until project completion and will oversee all facets of the installation tasks. The Site POC will be the interface for all work site communications with the Government, including quality, safety, and discrepancy matters.

2.1.8.3. Personnel Requirements

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

The Government requires at least one experienced and technical certified Building Industry Consulting Service International (BICSI) installer to be at on-site location, and will be on site to coordinate permits, clearances, and receiving shipments/material related to the task order.

2.1.9. Electronic Contractor Manpower Reporting Application (ECMRA) N/A Reporting inputs will be for the labor executed during the period of performance during each Government fiscal year (FY), which runs October 1 through September 30. While inputs may be reported any time during the FY, all data will be reported no later than October 31 of each calendar year. Contractors may direct questions to the ECMRA help desk.

2.1.10. Warranty

The Contractor will provide a warranty that will be, at a minimum, IAW the NETCENTS standard or equivalent. The warranty period will start from the date of system and/or project acceptance. The Contractor will provide written procedures and required information for warranty services at or prior to site acceptance.

2.1.11. Manuals and Practices

The Contractor will provide the latest version of operation, installation, and maintenance manuals and practice guides, and user guides for each system installed as provided by the original manufacturer with all new equipment and will be provided to the 81 CS/SCXP PM.

2.2. SPECIFIC REQUIREMENTS

The Contractor will design and install Customer-Owned Outside Plant Telecommunications Infrastructure in accordance with TIA-758-B. The cable installation will be coordinated with the 81 CS/SCXP so that any impact on the building users is properly coordinated. The sequence of installation is at the Contractor’s discretion. See Appendix D – Drawings, for reference and estimated distances of existing and proposed infrastructure and cable routes. This is only a proposed solution. The Contractor is free to make any recommendations pertaining to the accomplishment of this requirement in their proposal.

The Contractor will EFI&T one (1) 12 strand SM FOC from Bldg 1101 to Bldg 1002 along with associated fiber optic distribution panels (FODPs) in Bldg 1101 and Bldg 1002 including all associated terminations as defined herein.

2.2.1. Maintenance Holes (MHs) and Handholes (HHs)

The Contractor will pump out water as required. The water may be pumped on the ground.

http://www.ecmra.mil/

2.2.2. Measurements

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

2.2.3. Underground Utilities Markings

The Contractor will coordinate with base agencies to ensure markings are placed over existing base infrastructure prior to digging or directional drilling (horizontal directional boring) and will take precautions to protect existing infrastructure. In the event the Contractor cuts or otherwise damages any buried utilities or base infrastructure, then Contractor will immediately notify the 81 CS/SCXP PM and BOS CE and 81 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. Dig permits must be renewed every 14 calendar days if construction is to continue past the originally approved 14 day period.

2.2.4. Cable Racks and Cable Rack Supports

Cable racks will be installed in maintenance holes and hand holes as required – this includes new and existing MHs/HHs. Splices will not be supported by the cables that enter each end of the splice case. The splices will be supported by cable hooks under the splice case.

Telecommunications industry standard cable hooks of the appropriate length will be provided to support cables and splice cases. The cable hooks will be secured using cable rack locking clips.

All cables will be supported using racking clips, cable racks, and cable hooks.

2.2.5. Labeling

The Contractor will label all equipment and cables they install in accordance with (IAW) TIA- 606-B and as directed by 81 CS/SCXP and conform to local maintenance identification.

2.2.6. Cable Tags

All tags will be permanently labeled, easily visible and corrosion resistant. Install cable tags in all maintenance holes/hand holes, cable vaults, pull boxes and building entrance terminal locations. When cables pass through a MH/HH, put a tag on the cable, approximately 2 feet from each duct entrance, or on each side of the splice case, if one exists. If there is a slack loop in the cable in the MH/HH, put a tag on the loop. Information on the tag will conform to the system used by local maintenance personnel to identify cables.

Example (fiber): FO 4309 – Building fiber is being installed for

4705-4309 – ITN / Building number

1-12 SM or MM – Number and type

Note: The same information will appear on the Contractor’s completed As-Built- Drawings IAW A001.

2.2.7. Pulling Tape

All newly installed ducts left vacant will 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 will extend into the maintenance holes/hand holes and be secured to a cable rack or pulling iron, etc.

2.2.8. Cable Terminations

Fiber optic cable termination will be SC connectors, with no splicing (home run installation), and no jumpers.

2.2.9. FOC Maintenance Loop(s)

The Contractor will install a 25 foot fiber optic cable maintenance loop in every maintenance hole. The maintenance loop slack will be properly labeled, securely supported to the cable rack and off the MH floor. The same information will appear on the Contractor’s completed As-Built drawings.

2.2.10. New Maintenance Holes/Handholes

Maintenance holes (MHs) installed under this Task Order will have an American Association of State Highway and Transportation Officials (AASHTO) rating of H-20 or equivalent. As stated in this SOW, MHs will have minimum interior dimensions of 6 feet W x 6 feet L x 6 feet H (Width, Length and Height). MHs will 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 will meet the requirements of TIA-758-B. Prefabricated MHs are preferred.

New hand holes will have minimum interior dimensions of 4’ x 4’ x 4’, meet the requirements of TIA-758. Sump (with removable perforated cover), pulling-in irons, ¾” x 10’ ground rod, telecommunications industry standard cable racks and hooks, and bonding ribbon attachments will be provided in all new hand holes. Round hand hole covers will be cast with 1/8” raised letters stating “COMMUNICATIONS” displayed on the outside.

Hand holes will be designed to telecommunications industry standards (concrete compressive strength, reinforcing, rebar spacing, etc.); hand holes and covers, will be capable of supporting AASHTO H-20 wheel loading. They will be precast with manufacturer installed wall inserts for attaching cable rack hardware and have predrilled duct entry holes [sealed with knockouts (configured for splayed entry in end walls)] with duct terminators (inside end to be flush with HH interior wall surface) to accept 4-inch I.D. (inside diameter) schedule 40 conduit. The hand holes will be installed IAW RUS Bulletin 1751F-644 and commonly accepted telecommunications practices relevant to the task. Excavation for both maintenance hole and hand hole placement and bedding material will be IAW manufacturer’s recommendations.

Backfilling will be select backfill free from stones, frozen earth, broken concrete, or pavement, wood, etc. They will be set so that the cover will extend no more than ½” above paved surface or 3” above surrounding grade if unpaved surface. Maintenance holes and hand holes are numbered as indicated on SOW Sketches for the purposes of identifying them for this project only. 81 CS/SCOIC representative will provide permanent numbers for the maintenance/hand holes, which the Contractor will put on the as-built drawings

2.2.11. New Maintenance Holes / Hand Holes Placement

Maintenance/Hand Hole placement will be identified by 81 CS/SCOIC.

2.2.12. Grounding

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

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

Reference ANSI/TIA 607. Contractor provided ground rods will be installed outside HH/MH

IAW ANSI/TIA 607.

2.2.13. Underground Conduit System

The Contractor will 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. Backfill material will be clean and free from all organic material, clary, marl, or unstable materials, debris, lumps, or broken paving. NO rocks or stones larger than 3 inches in diameter will be allowed in backfill. Material for backfill may be material resulting from excavation, if it meets the above requirements. Unless specified otherwise, Directional Drilling will be used for all paved surface crossings (see Table “Directional Drilling: PVC Duct-banks” for details). Directional drilling will be used for sidewalks, parking lot driveways, road crossings, taxiways, runways, etc.

2.2.13.1. Composition

The ducts will be 4-inch inside diameter (I.D.) round or metric equivalent. The ducts will be made of EPC-40 Polyvinyl Chloride (PVC) (Schedule 40) IAW NEMA TC-2. For unique/site specific situations, the ducts will be made of EPC-80-PVC (Schedule 80) IAW NEMA TC-2.

Schedule 80 PVC will be limited to risers, all above ground conduit, and under the roadway/parking pavement. High density polyethylene (HDPE) SDR 13.5 will be used when directional boring is used. The ducts will be appropriately labeled indicating the composition material. Ducts will have a sleeve or bell-end type coupling and will be watertight when assembled. In addition, the Contractor will adhere to any additional Keesler AFB/site specific requirements.

2.2.13.2. Installation

Installation of underground conduits/ducts will be IAW RUS Bulletin 1751F-643 and RUS Bulletin 1753F-151. Ducts installed beneath roads, sidewalks, parking areas, other paved surfaces or areas to be paved, etc. will be installed a minimum of 36" below grade. In a MH with knockouts, ducts will start at the bottom knockout, allowing for upward expansion in the MH.

All ducts not installed under roads, sidewalks, parking areas, or areas to be paved, etc. will have a minimum of 36 inches ground cover, where possible. The Contractor will provide other protective measures, concrete cap, etc., in those areas where the minimum ground cover cannot be achieved. Grading of ducts will be accomplished IAW RUS Bulletin 1751F-643. All conduits will be continuous between MH/HHs (i.e., no breaks or separations in the conduit runs between MH/HHs).

2.2.13.3. Bends and Sealing

All bends between MHs will be a minimum of ten times (10X) the diameter of the duct size (i.e., 4 inch duct = 40 inches) with the sum of bends in all directions not exceeding a total of 90 degrees, where practical. Coordinate with 81 CS/SCXP if runs have bends that total more than 90 degrees is required. Ducts will have bell-ends and enter a MH perpendicular to the surface of the wall through which it is entering. All ducts/inner-ducts entering MH will be sealed.

Universal duct plugs or removable putty sealants may be used. Upon completion of conduit sections, a rigid 12” long test mandrel ¼” (6.4mm) smaller than the inside diameter of the conduit will be pulled through two diagonally opposite ducts to ensure proper alignment. In addition, all ducts will be cleared of loose materials such as concrete, mud, dirt, stones, etc.

2.2.13.4. 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.

2.2.13.5. Spacers and Tracer Wire

Along the length of the duct run, if the ducts are installed by trenching, spacers will be placed at five (5) foot intervals and cable warning tape will be buried one (1) foot below the surface and will follow the duct route. The tape will be a minimum of three inches wide and orange in color with the appropriate warning message.

In conduits wherein is installed Geotextile Fabric Inner-duct, at least one of the sleeves will be traceable/detectable.

2.2.13.6. Entrance Conduits into Existing Maintenance Holes

When new entrance conduits/ducts or sleeves are required, the Contractor will bore and install the necessary holes and install the ducts or sleeves, if a knockout does not exist. Contractor bored holes will be fitted with duct terminators to accept 4-inch I.D., schedule 40 (or schedule 80) conduit. Penetration will not be in such a location through the wall as to block use of existing ducts in the maintenance hole. New ducts will be a minimum of 18 inches from either the maintenance hole floor or ceiling, if practical. The minimum bending radius for entry conduit/ducts will be no less than 10 times the inside diameter of the conduit. Ducts and openings around ducts will be sealed to prevent moisture from entering the maintenance holes.

All duct entrances will be flush with the MH/HH interior wall surface.

2.2.13.7. Excavation/Building Penetrations

All wall penetrations, including inside buildings, will be restored to meet the required base fire ratings.

2.2.14. Outside Plant Installation

This section describes the underground cables, flexible geotextile multiple cell fabric, innerduct and MH/HH plus conduit system installation requirements. The Contractor will design and install Customer-Owned Outside Plant Telecommunications Infrastructure in accordance with ANSI/TIA-758-B. Each cable installation will be coordinated with 81 CS/SCXP so that the impact on the building users is properly coordinated. The sequence of installation is at the Contractor’s discretion.

2.2.14.1. Infrastructure Installation

The Contractor will install the following new infrastructure. All new locations and distances are approximate.

2.2.14.1.1. Maintenance Holes. Not Applicable.

2.2.14.1.2. Duct bank Infrastructure

Install 2 each 4” Schedule 40 PVC conduits from MH-2801-4 to MH-02-C IAW Figure 1. The distance is approximately 226 feet.

NOTE: Installation of the ducts will be via boring; cut and patch of roads is NOT authorized.

2.2.14.1.3. Geo-textile Fabric (or Innerduct) Installation

Install three (3) Geo-textile fabrics in both 4” conduits installed IAW Para 2.2.14.1.2. (above).

NOTE: One of the three geo-textile fabrics in each conduit will contain a metallic trace member.

2.2.14.2. Fiber Optic Cable Installation

Install outside plant FOC as described in the following paragraphs. The cable will be all dielectric, loose buffer tube, water blocked, single mode, Inside/Outside plant (ISP/OSP) cable.

The Contractor will coordinate each cable installation with the Keesler AFB 81 CS/SCXP so as to minimize the impact on building users. The FOC will be installed as a home-run, a continuous cable without splicing will be utilized in the installation of the FOC.

2.2.14.2.1. The Contractor will provide and install one (1) 12 strand SM FOC (12L8.3F) from Bldg 1101 to Bldg 1002 IAW Figure 2. The distance is approximately 1390 feet. A 25 foot maintenance coil will be left in every MH. The new FOC will utilize any existing vacant innerduct and/or flexible geotextile multiple cell innerduct in the maintenance holes along this route.

2.2.14.2.2. Bldg 1101

The Contractor will terminate the 12 strand SM FOC in the existing 144 port FODP located in Rack KE-ITN 1101-1 located in Room 119. Terminate the 12 strand SM FOC to the FODP using SC type connectors. Verify the locations of the equipment rack and the FODP with 81

CS/SCXP.

2.2.14.2.3. Bldg 1002

The Contractor will terminate the 12 strand SM FOC in the existing rack/cabinet in Room 131.

Terminate the 12 strand SM FOC to the FODP using SC type connectors. Verify the locations of the equipment rack and the FODP with 81 CS/SCXP.

2.2.15. Site Restoration/Debris Removal

The Contractor will restore all disturbed grounds to the “as found” condition or better after installation. Base grounds restoration requirements will be complied with. Common use areas will be restored to their original condition. The Contractor will be responsible for disposing of all residues from this project off base and in accordance with Federal, state and base environmental laws and regulations. All residue produced by directional drilling operations (i.e., slurry) will be disposed of off base on the same day the residue is produced, at an appropriate disposal facility at the contractor’s expense, IAW federal, state, local and Keesler AFB MS environmental laws and regulations. Under no circumstances will the contractor stage or store boring residue in slurry ponds or other containment areas on Keesler AFB MS.

2.2.16. Service Outages

The Contractor will be responsible for preventing any unscheduled (i.e. cutting or disabling any in-service cables or equipment.), Contractor-caused, interruptions of communications capabilities that are properly identified. The Contractor will coordinate planned outages with the site POC at least 10 calendar days in advance of the outage if the implementation necessitates disruption of service, (e.g., communications, electrical, or other utilities).

2.2.17. Identification/Marking

The Contractor will clearly mark all Contractor-Furnished Property and Equipment (CFP/CFE) with their company's name. The Contractor will place an easily read, very visible, sign (minimum 8.5 inches x 11 inches) on large containers, construction equipment, or un-manned rental vehicles while on the Government installation indicating the company name and both the Contractor and Site POC's names and local telephone numbers.

2.2.18. Installation Schedules

The Contractor will provide a complete milestone schedule 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. (A002)

2.2.19. Weekly Status Reports

The Contractor will prepare a Weekly Status Report in English and will distribute. 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. (A003)

2.2.20. As-Built Drawings

The Contractor will submit red line drawings showing the “as-built” configuration in format specified by base SCXP project manager. The base communications squadron will provide baseline drawings. The Contractor will provide As-Built Rack Elevation, Inside Cable Plant and Outside Cable Plant drawings and distribute. These drawings will depict the entire pathway and details of the installation, including but not limited to: labeling, cables, inner-ducts, maintenance holes, hand holes, conduits, maintenance loops, distances, bores, trenches, building entrances, Inside Cable Plant, and Outside Cable Plant drawings, and As-Built Rack Elevations. (A001)

2.2.21. Test and Acceptance/Installation Test Plan

The Contractor will provide test equipment and personnel required to conduct all pre and post testing. The Contractor will record all pre and post inspections / tests as they are accomplished.

The Contractor will make all test sheets/results available for 81 CS/SCXP representative upon completed. The Contractor will notify the 81 CS/SCXP at least 5 calendar days prior to any testing. All testing will be IAW accepted telecommunications industry standards for the type of project being accomplished. It is assumed that all cable when delivered are fault free from the manufacturer. All cables will be tested prior to installation. No cable faults or splicer’s errors are allowed in the new installation. The Contractor will provide test reports to the government within 10 calendar days of completion. Contractor is required to locate, repair and retest all irregularities found during the testing phase caused by the cable installation. Any splicer’s errors detected will be corrected in the splice in which they were made. The Contractor will coordinate with 81 CS/SCXP before starting the final system test. (A005)

2.2.21.1. Fiber Optic Cable Tests

All strands of all fiber optic cables will 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 will 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. For incomplete circuits that end in manholes, only 1 way OTDR testing is required. The Contractor will provide equipment generated documentation (Optical Time Domain Reflectometer (OTDR) and Optical Power Meter) all test results in a “Test Report(s)” and submit to the Government. Hand written results can be viewed but will not be accepted as final results. (A005) NOTE: Testing of the Fiber Optic Cables on the reel will be provided to the 81 CS/SCXP prior to installation.

2.2.21.2. Optical Attenuation

End to end attenuation tests will be conducted on all fiber optic cable strands. Tests will be accomplished to ensure the installed cable is within the specified parameters. (A005)

2.2.21.3. Distance

Test to determine the installed cable length between optical patch panels. All strands of all fiber optic cables will be tested. (A005)

2.2.22. Acceptance/Installation Test Report

The Contractor will provide an installation test report of the results of the testing accomplished under the installation test plan IAW A006. The Test Report(s) will be provided to the Government no later than 10 calendar days after the test(s) have been completed.

2.2.23. Final Acceptance

The Contractor will schedule a final project walk-through with the 81 CS/SCXP. This should be scheduled 10 calendar days prior to acceptance.

2.2.24. As-Built Documentation in CVC

The Contractor will record geospatial data and provide as-built documentation (shape files) of all new installed maintenance hole system components (including metadata) compatible with the Cyberspace Infrastructure Planning System (CIPS) Visualization Component (CVC) drawing system. Data points will be recorded at the center of each manhole/handhole lid and at intervals not to exceed 25 feet along cable routes. Sufficient data points will be recorded to capture any change in direction along the route. All GPS coordinates will have +/- 3 feet accuracy for all readings. The government is responsible for providing the Contractor with a copy of the installation’s most current GeoBase Common Installation Picture (CIP), and current CVC drawings of the areas of interest. The government will review the shape files in CVC and transcribe the information to the CVC system. Shape files will be delivered upon project completion. (A001)

3. GENERAL INFORMATION

3.1. Period of Performance

The period of performance for the project will be determined based on the proposed schedule and actual contract award date. The project performance is 90 calendar days after the Notice to Proceed is signed.

3.2. Place of Performance

The place of performance is Keesler AFB MS.

3.3. Hours of Operation

The Contractor will 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 will be coordinated with the 81 CS/SCXP and approved by the Contracting Officer at least 10 calendar days in advance.

3.4. Holidays/Down Days

The Contractor will not perform under this contract on federal holidays or site-unique down-days unless expressly authorized by the CO and coordinated with the 81 CS/SCXP Project Manager.

3.5. Base Support

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

3.6. Minimum Contractor Qualifications.

All work will be performed by an experienced Telecommunications Contractor. The Contractor will have a minimum of 3 years of experience in Telecommunications Systems installations.

APPENDIX A: APPLICABLE STANDARDS

The following list is not all-exclusive. The Contractor will 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

APPENDIX B: LIST OF DELIVERABLES

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

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

A007 OPSEC Plan DI-MGMT-80934C

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 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 FY Fiscal Year HDPE High Density Polyethylene HH Hand Hole IAW In Accordance With ID Inside Diameter ILS Instrument Landing System IPT Integrated Process Team LMR Land Mobile Radio 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 SCXP Scheduler Planner SE System Engineer SM Single Mode SOW Statement of Work Sub Sub-Contractor SWPPP Storm Water Pollution Prevention Plan TIA Telecommunications Industry Association TMGB Telecommunication Main Ground Bus-Bar TRD Technical Requirements Document

APPENDIX D: DRAWINGS