Attachment_1_-_Statement_of_Work_and_Drawings.pdf

For Official Use Only

STATEMENT OF WORK (SOW)

for

Fiber Optic Cabling to Base Marina at

Keesler AFB, MS

25 April 2017

Prepared By

81 CS/SCXP

510 H Street

Keesler AFB, MS 39534

1.0 SCOPE.

This SOW defines the requirements for the Contractor to engineer, furnish, install and test

(EFI&T) new fiber optic cable (FOC) for the cabling to the base marina locations. The

Contractor will provide EFI&T conduit system, weather-proofed enclosures, hand holds and pull boxes on Keesler Air Force Base (KAFB). The Contractor is required to EFI&T all associated equipment required to provide a turn-key solution to establish the fiber connectivity from an existing manhole to each facility as indicated in this SOW. The

Contractor is responsible for all associated allied support required to accomplish the tasks.

2.0 REQUIREMENTS.

2.1 GENERAL REQUIREMENTS.

2.1.1 Safety Requirements.

2.1.1.1 Site Coordination.

The Contractor shall meet with the 81 CS Plans and Programs project manager immediately upon arrival on site for review of the specific safety requirements prior to installation.

2.1.1.2 Confined Space.

The Contractors and subcontractors entering confined spaces on KAFB 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 is responsible for all subcontractor confined space operations. The

Contractor shall notify the KAFB Fire Department on-duty dispatch controller 24 hours prior to entering any maintenance hole, if emergency services assistance is desired.

2.1.1.3 Accident/Incident Reporting and Investigation.

The Contractor shall record and report all available facts relating to each instance of injury to either Contractor or Government personnel to the 81 CS/SCXP Project

Manager (PM) immediately, and the Base Safety Office unless otherwise stated in the

SOW. The Contractor shall secure the scene of any accident and wreckage until released by the accident investigative authority through the 81 CS/SCXP PM. If the

Government elects to conduct an investigation of the incident, the Contractor shall cooperate fully and assist the Government personnel until the investigation is completed.

2.1.1.4 Outside Work Area(s).

At day’s end, the Contractor shall remove all debris and surplus materials from the work place. Safety barriers shall be in place to protect the 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 work day.

With the exception of the Keesler Airfield Frangibility Zone, 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 Airfield Frangibility Zone at any time. If required, escorts and two-way land-mobile radios (LMRs) will be provided by the Government to assist in controlled areas.

On work sites outside the base perimeter, the Contractor shall 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.

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 81 CS/SCXP PM NLT 10 calendar days in advance to inform Customer Support Unit (BOS/CSU) of the planned disruptions. On work sites outside the base perimeter, coordinate any traffic disruptions with local authorities.

2.1.2 Security Requirements.

2.1.2.1 Security Clearances.

Stated work and associated products shall be performed at the UNCLASSIFIED level.

2.1.2.2 Operational Security (OPSEC).

Network infrastructure drawings (MHDS, MH/HH locations, fiber paths, etc.) are on the 81 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. In accordance with 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.

2.1.3 Environmental Management.

The Contractor shall comply with the most stringent environmental federal, state, and local laws and regulations as well as relevant Air Force policies, instructions, and plans.

The Contractors are responsible to know and follow all applicable federal, state, local and Air Force regulations for environmental protection, including waste disposal, sewer discharge, air emissions, and storm water requirements. Prior to any boring or trenching beneath or near the “drip line” of KAFB’s protected tree species, the

Contractor, in coordination with the 81 CS/SCXP PM, will obtain approval from base

Environmental Management (BOS/CEV). The Contractor shall maintain an awareness of changing environmental regulatory requirements to avoid environmental deficiencies for activities on KAFB.

All residue produced by horizontal directional boring operations (i.e., slurry) shall be disposed of off base on the same day the residue is produced, at an appropriate disposal facility, IAW federal and state environmental laws and regulations. Under no circumstances will the contractor stage or store boring residue (slurry) in slurry ponds or other containment areas on Keesler AFB.

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 the base’s Civil Engineering contractor 21 calendar days in advance of digging activities).

• The Contractor shall be prepared to provide proof of their Confined Space Training

Program to 81 CS/SCXP. If required a confined space entry permit, AF Form 1024 shall be coordinated through base safety, fire department and environmental offices.

• All required construction permits.

2.1.5 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 report (soft copy) shall be submitted, as needed, indicating progress/status and listing any deficiencies/discrepancies found and actions to correct them.

2.1.6 Contractor Personnel.

2.1.6.1 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 Keesler 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.

2.1.6.2 On site General Personnel Requirements.

The PM, site point of contact (POC), and respective alternate(s) shall be able to read, write, speak, and understand English. The Contractor is solely responsible for ensuring that sufficient personnel are assigned to this contract and that personnel are experienced and qualified to perform the tasks associated with this requirement. Additionally, the

Government requires at least one experienced and technically certified Building

Industry Consulting Service International (BICSI) installer to be at on-site location. The certified installer shall be on site to coordinate permits, clearances, and receive shipments/material related to the task order.

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

Telecommunications Industry Association (TIA) telecommunication installation and testing commercial standard and base installation standards. All equipment, supplies, and materials provided shall be new and not refurbished.

2.2.1 Outside Plant Requirements.

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 Rural Utilities Service (RUS) 7 CFR 1755.900 criteria; shall comply with industry standards with regard to manufacturers’ cable marking, jacket, rip cords, water blocking, fiber color coding, jacketing materials, etc. In addition, the fibers shall comply with industry standards with regard to mode field diameter, core cladding concentricity, attenuation, and dispersion characteristics at 1310 nm and 1550 nm.

The cable shall be installed along the recommended paths from the existing hand hole (HH)-138C-1 to new underground infrastructure connecting HH-138C-5, HH-138C-6 and Hoffman Box (HB)-Marina.

Transition from the underground infrastructure at HB-Marina with 2 ea. 2-inch schedule 80 conduit on the West side marina dock to each location indicated on sketch.

Provide pull point at HB-M-1 and termination of FOC at HB-M-2 and HB-M-3 to support future connection of surveillance equipment. See “Proposed LRTI” annotated on Figure 2.

2.2.1.1 Existing Maintenance Holes and Hand Holes.

The Contractor shall pump out any maintenance hole and hand hole into which entry is required. The water may be pumped on the ground. Water may NOT be pumped into any storm drains.

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.

2.2.1.3 Underground Utilities Markings.

The Contractor shall coordinate with base agencies to ensure markings are placed over existing base infrastructure prior to digging or horizontal directional boring and shall take precautions to protect existing infrastructure. In the event the Contractor cuts or otherwise damages any buried utilities or base infrastructure, then Contractor shall immediately notify the 81 CS/SCXP PM, BOS contractor, 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 10 calendar days if construction is to continue past the originally approved 10 day period.

2.2.1.4 Closure for Underground Optical Fiber Cables.

The closure shall be sealed and suitable for enclosing a splice organizer in a protective housing. The splice organizer shall consist of splice trays and protective sleeves, shield bond connectors, and ancillary hardware necessary to house fiber optic splices. The splice organizer shall house a minimum of 12 to 24 fiber optic fusion splices in a neat and orderly fashion. The splice organizer shall provide individual support for each splice. The organizer shall allow for one meter of fiber to be stored without kinks, twists, or micro-bends. The organizer shall be suitable for reentry, for future maintenance or modification, without damage to the fiber or splices. The closure shall be pre-formed stainless steel or equivalent for making a straight, butt, or branch splice and shall protect the splice and maintain cable shield electrical continuity in a maintenance hole, or hand hole environment and suitable for pressure testing. The number of cable ports in and out of the closure, along with any necessary washers or any plugs for unused ports, shall be suitable for the particular application.

2.2.1.5 Splice Connectors.

All fiber splicing shall be performed in accordance with RUS Bulletin 1735F-401, Standards for Splicing Copper and Fiber Cable. The fusion splice method shall be used for fiber optic cable.

2.2.1.6 Cable Racks and Cable Rack Supports.

Cable racks shall be installed in maintenance holes as required or replaced to support installation. The splices shall be supported by cable hooks under the splice case not by the cables only. Telecommunications industry standard cable hooks of the appropriate length shall be provided to support cables and splice cases. The cable hooks shall be secured using cable rack locking clips. All cables shall be supported using racking clips, cable racks, and cable hooks.

2.2.1.7 Labeling.

The Contractor shall label all NEMA boxes and cables they install in accordance with

TIA-606-B and as directed by 81 CS/SCXP.

2.2.1.7.1 Cable Tags.

All tags shall be permanently labeled, easily visible and corrosion resistant. Install cable tags in all maintenance holes/hand holes (MH/HH), 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 shall 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 shall appear on the Contractor’s completed As-Built-

Drawings.

2.2.1.7.2 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-243 - Building it is installed in

FO 223-243 - Building it is in and where it is going

1-6 SM OR MM - Number and type

Note: The same information shall appear on the Contractor’s completed As-Built-

Drawings

2.2.1.7.3 New Ducts.

New ducts shall be permanently labeled on the wall of each MH/HH indicating the connecting building/MH/HH at the other end of the duct (for example, “To MH-

120”). The same information shall appear on the Contractor’s completed as-built-drawings.

2.2.1.8 Pull Tape.

All new vacant ducts shall be provided with a waterproof corrosion resistant pull tape for future cable installation. The pull tape shall extend into the MH/HH and be secured to the cable rack or pulling iron, etc.

2.2.1.9 Cable Terminations.

Fiber optic cables shall be terminated by using UNICAM SC Type connectors.

2.2.1.10 FOC Maintenance Loop.

A maintenance loop with a minimum of 25 feet of fiber optic cable shall be installed at every MH/HH location, starting/ending in the first MH outside each end building. All maintenance loops installed within MH 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.

2.2.1.11 Outside Plant Installation.

This section describes the underground cables, inner-ducts and MH conduit system installation requirements. The Contractor shall design and install Government-Owned outside Plant Telecommunications Infrastructure in according with TIA-758-B. Each cable installation shall be coordinated with the 81 CS/SCXP so that the impact on the building users is properly coordinated. The sequence of installation is at the

Contractor’s discretion. See attachments 1-3 for reference of existing infrastructure and a proposed conduit route.

2.2.1.11.1 Underground Hand Holes, Geo-textile Flexible Inner-ducts, Conduit Systems, Pull Boxes, and Enclosures Installation.

The conduit and cable route and HH locations as depicted on attachment 1 are only meant to identify the requirement. The exact route will be proposed by the

Contractor and will be dependent on the terrain and both above and below ground obstructions. The Contractor shall install the following:

Pull Box and NEMA Enclosures

Install a PVC LB Conduit Outlet Bodies and lockable weatherproof NEMA type-4 cabinet at locations HB-M-1, HB-M-2 and HB-M-3. The dimensions of the Conduit

Outlet Body shall accommodate a 2-inch ID PVC conduit.

Conduit System and Geo-textile Flexible Inner-ducts.

Install two 4-inch ID schedule 40 PVC conduits approximately 300 feet (plus

30’ of two (2) 4-inch high density polyethylene underneath the roadway) between existing HH-138C-1 to HH-138C-5. Install three 3 x 3-inch cell geo-textile flexible type inner-duct (detectable type) in one of the new conduits

Install two 4-inch ID schedule 40 PVC conduits approximately 360 feet between new HH-138C-5 to HH-138C-6. Install three 3 x 3-inch cell geo-textile flexible type inner-duct (detectable type) in one of the new conduits

Install one 4-inch ID schedule 40 PVC conduit approximately 270 feet between new HH-138C-6 to HB-Marina. Install three 3 x 3-inch cell geo-textile flexible type inner-duct (detectable type) in the new conduit.

Install two 2-inch ID schedule 80 PVC conduits approximately 360 feet between new HB-Marina to HB-M-1, and then to HB-M-2 (400 feet) ending at HB-M-3 (300 feet). Install one 2 x 2-inch cell geo-textile flexible type inner-duct (detectable type) in the new conduit.

2.2.1.11.1.1 Composition.

The ducts shall be corrosion resistant and 4-inch ID round or metric equivalent.

The ducts shall be made of EPC-40 PVC schedule 40 in accordance with (IAW)

NEMA TC-2 or high density polyethylene (HDPE) SIDR 11.5; or EPC-80 PVC

(Schedule 80) IAW NEMA TC-2; or HDPE SDR 13.5. Schedule 80 PVC shall be limited to risers for all above ground conduit. HDPE shall be used when directional boring is used. The ducts shall be appropriately labeled indicating the material composition. Ducts shall have a sleeve or bell-end type coupling and shall be watertight when assembled.

2.2.1.11.1.2 New Hand holes (HH).

New HHs shall have minimum interior dimensions of 4 x 4 x 4-feet and meet the requirements of TIA-758. Sump (with removable perforated cover), pulling-in irons, ¾-inch x 10-foot ground rod, telecommunications industry standard cable racks and hooks, and bonding ribbon attachments shall be provided in all new

HHs. Round HH covers shall be cast with 1/8-inch raised letters stating

“COMMUNICATIONS” displayed on the outside. Coordination with 81

CS/SCXP will be required to identify key information.

HHs shall be designed to telecommunications industry standards (concrete compressive strength, reinforcing, rebar spacing, etc.) HHs and covers shall be capable of supporting AASHTO H-20 wheel loading. HHs shall 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 ID schedule 40 conduit.

The HHs shall be installed IAW RUS Bulletin 1751F-644 and commonly accepted telecommunications practices relevant to the task. Excavation for HH placement and bedding material shall be IAW manufacturer’s recommendations.

Backfilling shall be select backfill free from stones, frozen earth, broken concrete or pavement, wood, etc. They shall be set so that the cover shall extend no more than ½-inch above paved surface or 3-inch above surrounding grade if unpaved surface. HHs are numbered as indicated on SOW attachments for the purposes of identifying them for this project only. 81CS/SCOI representative shall provide permanent numbers for the HHs, which the Contractor shall put on the As-built

Drawings.

2.2.1.11.1.3 Installation.

Installation of underground conduits/ducts shall 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. shall be installed a minimum of 36-inch below grade. All ducts installed beneath any paved surfaces shall be installed by means of horizontal directional boring beneath the paved surface so as not to damage the existing pavement, unless not physically possible due to obstructions. In MHs with knockouts, ducts shall start at the bottom knockout, allowing for upward expansion in the MH. All ducts not installed across roads, sidewalks, parking areas, or areas to be paved, etc. shall have a minimum of 36 inches ground cover, where possible. The Contractor shall provide other protective measures, concrete cap, etc., in those areas where the minimum ground cover cannot be achieved. Grading of ducts (drain slope) shall be accomplished

IAW BICSI Outside Plant Design Reference Manual (Pathways and Spaces), where possible.

2.2.1.11.1.4 Tracer Wire.

All new tracer wire installed for this project shall 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 MH or HH neck to a point where maintenance personnel may access the wire without having to enter the MH/HH, and tagged with a label 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.

2.2.1.11.1.5 Bends and Sealing.

All bends between MHs/HHs shall be a minimum 40-foot radius with the sum of bends in all directions not exceeding a total of 90 degrees. Duct(s) shall enter a

MH/HH perpendicular to the surface of the wall through which it is entering. All new ducts entering a MH/HH shall be sealed. Universal duct plugs or removable putty sealants (compatible with the application) may be used. Upon completion of conduit sections, a test mandrel ¼-inch (6.4mm) to ½-inch (12.7mm) smaller than the inside diameter of the conduit shall be pulled through each duct to ensure proper alignment. In addition, all new ducts shall be cleared of loose materials such as concrete, mud, dirt, stones, etc.

2.2.1.11.1.6 Entrance Conduits into Existing Maintenance Hole and Hand hole.

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 there are no existing knockouts. Contractor-bored holes shall be fitted with duct terminators to accept 4-inch ID schedule 40 conduit. Penetration shall not be in such a location through the wall as to block use of existing ducts in the MH. New ducts shall be a minimum of 18 inches from either the MH floor or ceiling

(approximately 12 inches from the floor in HHs), if practical. The minimum bending radius for entry conduit/ducts shall be no less than 10 times the inside diameter of the conduit. Openings around duct terminators shall be sealed to prevent water from entering the MH. All duct entrances shall be flush with the

MH/HH interior wall surface.

2.2.1.11.1.7 Utility Separation.

When communications ducts cross either power ducts 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 of separation when crossing or

12 inches when parallel.

2.2.1.11.1.8 Spacers.

Along the length of the duct run, if the ducts are installed by trenching, spacers shall be placed at an interval of four spacers per 20 feet and cable warning tape shall be buried one 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.

2.2.1.11.1.9 NEMA Enclosures.

The Contractor shall install NEMA Type 4 enclosures in which to install an

FODP. The Contractor shall determine the size of the enclosure needed to satisfy the particular requirement at that location based on FODP size to be accommodated and the duct coming into the enclosure, etc. The enclosure door shall have a locking mechanism capable of accepting a padlock to be provided by the 81 CS/SCXP.

2.2.1.11.2 Fiber Optic Cable Installation.

The Contractor shall install underground outside plant single-mode (SM) fiber optic cable (FOC) and terminate the cables as described below. Each cable installation shall be coordinated with the 81 CS/SCXP PM. The sequence of installation is at the Contractor’s discretion. Underground installation shall be accomplished IAW commonly accepted telecommunications industry practices for fusion splicing optical fiber cable and sealed with a splice case suitable for the application. If a splice case is installed in a MH/HH it shall be pressure tested IAW the manufacturer’s instructions. If a splice case leaks, it shall be reinstalled and retested. A maintenance loop of 25 feet of cable shall be provided on each cable entering or leaving a splice case in a MH/HH.

2.2.1.11.2.1 Fiber Optic Distribution Panel (FODP).

The Contractor shall install:

Engineer, furnish, and install two 6-port FODPs with 6 SC pigtail connectors and splice the two new 6-strands SM FOC back to the existing fiber in HH-

138C.

- One 6-port FODP at the gazebo location HB-M-2 within a lockable, weather proof NEMA 4 enclosure.

- One 6-port FODP at the gazebo location HB-M-3 within a lockable, weather proof NEMA 4 enclosure.

- One 12-port FODP at the gazebo location HB-Marina within a lockable, weather proof NEMA 4 enclosure.

2.2.1.11.2.2 Fiber Optic Cable between HH 138C and HB-M-3

Splice new installed FOC to an existing splice in HH-138C; available FOC count will be provided by 81 CS.

The Contractor shall install approximately 2,300 feet of 12 strands SM FOC indoor/outdoor grade from HH 138C to HB-Marina. See Attachment 2.

Provide 6 strands each of FOC connectivity from HB-Marina to HB-M-2 and

HB-M-3.

2.2.1.12 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/results available for 81 CS/SCXP representative as tests are completed. The Contractor shall 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 test being conducted. The Contractor shall provide test reports to the government within 10 calendar days of completing the testing. 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.

2.2.1.12.1 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. For incomplete circuits that end in MHs, only 1-way OTDR testing is required.

NOTE: Results of testing of the FOC on the reel shall be provided to the 81

CS/SCXP prior to installation.

2.2.1.12.2 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 parameters.

2.2.1.12.3 Distance.

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

2.2.2 Site Restoration/Debris Removal.

The Contractor shall restore all disturbed grounds to the “AS FOUND” condition after installation.

All residual/excess materials from this project shall be offered to the government prior to other disposition options. All residue produced by horizontal directional boring operations (i.e., slurry) shall be disposed of off base on the same day the residue is produced, at an appropriate disposal facility, IAW federal and state environmental laws and regulations. Under no circumstances will the Contractor stage or store boring residue (slurry) in slurry ponds or other containment areas on Keesler AFB.

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 coordinate planned outages/interruptions to existing circuits with the

81 CS/SCXP PM at least 10 calendar days in advance of the outage if the implementation necessitates disruption of service, (e.g., communications, electrical, or other utilities).

2.2.4 Configuration Management. Reserved.

2.2.5 Identification/Marking.

The Contractor shall clearly mark all Contractor-equipment or materials with their company's name. The Contractor shall place an easily read, very visible, sign

(minimum 8.5 x 11-inch) 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.

2.2.6 Installation Schedules/Plan.

The Contractor shall 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.

2.2.7 As-Built Drawings.

The Contractor shall submit drawings showing the as-built configuration in format specified by 81 CS/SCXP PM. The Contractor shall provide As-Built Rack Elevation, Geospatial Data, Inside Cable Plant and Outside Cable Plant drawings and distribute.

2.2.8 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 and post-tested 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.

2.2.9 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 conduct on-site testing IAW

Original Equipment Manufacturer’s installation manuals, practices and the appropriate vendor’s test procedures. The Contractor shall participate with the Government in testing the complete communications system. 81 CS/SCXP will require a draft copy of the cutover plan and test plan in 10 calendar days after contract award.

2.2.10 Testing Equipment and Personnel.

The Contractor shall furnish all test equipment and personnel required to conduct all required testing. The Contractor shall document all test results in a “Test Report(s)” and submit to the Government. During any testing phase, the Government reserves the right to perform any of the Contractor performed inspections and tests to assure solutions conform to prescribed requirements. The Contractor shall provide on-site support during the acceptance testing. The Test Report(s) shall be provided to the

Government no later than 10 calendar days after test(s) have been completed.

2.2.10.1 In-progress evaluations.

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 Splices.

All splices shall be tested for cable faults and splicing errors as they are completed.

All cable faults and/or splicing errors detected shall be corrected after the completion of each splice point test and prior to sealing the closure. The Contractor's project manager or lead technician, and the designated government representative, shall inspect all splices prior to sealing the closure. If, for any reason, moisture contaminates a splice, all modules and/or connectors shall be replaced and the entire splice retested.

2.2.11 Acceptance/Installation Test Report.

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

2.2.12 Final Acceptance.

The Contractor shall schedule a final project walk-through with the 81 CS/SCXP PM.

This should be scheduled 5 calendar days prior to acceptance.

3.0 GENERAL INFORMATION.

3.1 Period of Performance.

The period of performance for the project shall be determined based on the proposed schedule and actual contract award date. The project is estimated to take 60 days.

3.2 Place of Performance.

The place of performance is Keesler AFB, Biloxi MS.

3.3 Hours of Operation.

The Contractor shall routinely work during normal duty hours 0700-1700 of the site.

However, mission requirements may necessitate work outside normal hours (nights and/or weekends), especially if existing service must be interrupted. Any site work requested by the Contractor to be performed outside of normal duty hours shall be coordinated with the 81 CS/SCXP PM and 81 Contracting Officer at least 10 calendar days in advance.

3.4 Holidays/Down Days.

The Contractor shall not perform under this contract on federal holidays or site-unique down-days unless expressly authorized by the Contracting Officer and coordinated with the 81 CS/SCXP PM.

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

AFI 32-1065 – Grounding Bonding and Shielding for Electronic Equipment and

Facilities

BICSI – Outside Plan Design Reference Manual

BICSI TDM Manual - Building Industries Consulting Services International

Telecommunications Distribution Methods (TDM) Manual

MIL-STD-188-124B Grounding, Bonding and Shielding for Common Long

Haul/Tactical Communications Systems

MIL-HDBK 419A, Vol. I and II Grounding, Bonding, and Shielding for Electronic

Equipments and Facilities

NEMA TC 2- Electrical Polyvinyl Chloride (PVC) Tubing and Conduit

NFPA 70 - National Electric Code

OSHA CFR 29 Part 1910-268 – Telecommunications

RUS Bulletin 345-65 (PE-33) – Specification for Shield Bonding Connectors

RUS Bulletin 1735F-401, Standards for Splicing Copper and Fiber Cable

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

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

TIA-526-7- Measurement of Optical Power Loss of Installed Single-mode Fiber Cable

Plant

TIA-758-B Customer-owned Outside Plant Telecommunication Infrastructure Standard

TIA-568-C Commercial Building Telecommunications (568C.1, 568C.2, 568C.3)

Cabling Standard

TIA-569-B - Commercial Building Standard for Telecommunications Pathways and

Spaces

TIA-570-B –Residential Telecommunications Infrastructure Standard

TIA-606-B Administration Standard for Telecommunications Infrastructure

TIA-607–B Commercial Building Grounding (Earthing) and Bonding Requirements for

Telecommunications

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 SOO. All deliverables shall be produced using recommended software tools/versions as accepted by the Government.

The Contractor shall submit the following deliverables:

Deliverable

As Built Drawings Man hole butterfly drawings, installation may with route, elevation drawings, GIS data

Work Schedule

Status Report

Test Plan 1. Test of FOC prior to installation (reels only)

2. Final Test

Test Report Test of all FOC from Building 4221 to each location.

OPSEC Plan

Attachment 1

Attachment 2

Attachment 3

REQUEST FOR ENVIRONMENTAL IMPACT ANALYSIS i RepOtt Control Symbol

RCS:

INSTRUCTIONS: Section I to be completed by Proponent Sections II and Al to be completed by Environmental Planning Function. Continue on separate sheets as necessary. Reference appropnate Rem number(s).

SECTION I - PROPONENT INFORMATION

1. TO (Environmental Panning Function)

ROS/CEV

2. FROM (Proponent orpanizatten and functional address symbol)

81 CS/SCXP

2a TELEPHONE NO.

377-8885

3. TITLE OF PROPOSED ACTION

Outside Plant Upgrade to Support Overall Security at Keesler - Communications Project MAIM- 12-00003

4. PURPOSE AND NEED FOR ACTION (Ictant* decision to be made and need date)

Evaluate possible environmental impacts of the installation of required communications conduit and hand-hold system. The existing manhole system will be extended from H31-138C to the end of the Marina pier per the attached sketches.

5. DESCRIPTION OF PROPOSED ACTION AND ALTERNATIVES (DOPM) (Provide sufficient data* for evaluation of Be total action.)

Install conduit and fiber optic cable from the end of the Marina Pier to H1-1-138C to support security forces camera system. Work to be performed by boring/trenching up to the pier and attaching comm conduit to the pier from the water's edge to the gazebos.

6. PROPONENT APPROVAL (Name and Grade)

Teresa T. Ess, GS-I 1, DAF 6a SIGNATURE Ob. DATE

20170309

SECTION II • PRELIMINARY ENVIRONMENTAL SURVEY(Cherdi appropriate box and describe potential environmental effects including cumulative effects) (+ = positive effect' 0 = no effect; ' adverse erect U= unknown affee)

+ 0 - U

7. AIR INSTALLATION COMPATIBLE USE ZONEILAND USE (Noise, accident potential, encroachment, etc) [ ❑ • •

8. AIR QUALITY (Emissions, attainment status, state implementation plan, etc.) Er ❑ • 11

9. WATER RESOURCES (Outlay, quantity, source, etc.) • I •

10. SAFETY AND OCCUPATIONAL. HEALTH (Asbastostadiationthernical exposure, explosives safely quantity-distance, bircilaildtffe aircraft hazard. eta) ❑ 12' • •

11. HAZARDOUS MATERIALSPAKSTE (Userstoragergeneration, solid waste, etc.) Er • • •

12. BIOLOGICAL RESOURCES (WettandsMoodplains, tiveatened or endangered spades, etc.) ❑ re ❑ •

13. CULTURAL RESOURCES (Native American burial sites, archaeological, Ustorfcal, etc.) I' ❑ • •

14. GEOLOGY AND SOILS (Topography, mineral; geothermal, installation Restoration Prowarn, seismicity, etc) &_11 •

15. SOCIOECONOMIC (Employment/population projections, school and local fiscal kneads, etc.) Le ICI • •

16. OTHER (Potential Impacts not addressed above.) ❑ ❑ • •

SECTION III - ENVIRONMENTAL ANALYSIS DETERMINATION

17. 0 PROPOSED ACTION QUALIFIES FOR CATEGORICAL

❑ PROPOSED ACTION DOES NOT QUALIFY FOR A CATEX;

EXCLUSION (CATEX)11 A 2-, 3 • IZ._ : OR Z II.

FURTHER ENVIRONMENTAL ANALYSIS IS REQUIRED.

18. REMARKS

Susan Chamberlain has already been contacted about an airfield construction waiver, 2 Mar 17.

Se t. c-tplc.).4cytc4 A..0-k.s ri ilickeol

19. ENVIRONMENTAL PLANNING FUNCTION CERTIFICATION

(Name and Grade)

19a. SIGNATURE I913. DATE

7-4,sk &oLc9 ,- ) 6..C-/ trA4-&-..,e6,69-11 03 /7161r /2

AF IMT 813, 19990901, V1 THIS FORM CONSOUDATES AF FORMS 813 AND 814.

PREVIOUS EDITIONS OF BOTH FORMS ARE OBSOLETE.

PAGE 1 OF 2 PAGE(S)

AF IMT 813, SEP 99, CONTINUATION SHEET

Work to be accomplished will be overseen by 81 CS Plans and Programs office. This is an 81 SFS infrastructure requirement to expand the security footprint of the installation surveillance system. All work will be coordinated via 81 ID and BOS contractor to include necessary permits (i.c., environmental/di Mg/drilling)

Scope of installation: placement of 3 ca 4'x4 .x4' hand holes, underground infrastructure (ex. schedule 40 and 80 PVC), directional boring under road near marina pier, excavation work at base marina, and installation of conduit on Marina Pier. Excavated areas will be returned to as found" conditions when work is complete.

Three drawings arc enclose with this request.

Figure la. shows the overall project in the green line indicated by the blue arrow.

Figure lb. shows a close up of the pier portion Figure lc. shows a close up of the marina park portion

Vf

PAGE 2 OF 2 PAGE(9)

Proposed FO Route to Marina Pier

Figure la - Proposed Cable Route ( 6 SM FOC from Proposed LRTIs to HH-138C ) - 2400'

Proposed .1101:1

HB-M-2

Figure lb - Proposed Cable Route 6 SM FOC from Proposed LRTIs to Hl-I-138C j ^ 2400'

Proposed

HB-Marina

Proposed #

111-1-136°C-6

Existing

HH-138C-1.

100 ft

Scale: 1:2020

Proposed FO Route to Marina Pier

Figure is - Proposed Cable Route ( 6 SM FOC from Proposed IRTIs to HH-138C 2400'

AF IMT 813, SEP 99, CONTINUATION SHEET

Section II

7. The project is not located in a hearing loss zone and is compatible with the AICUZ.

8. Keesler AFB is located in an area that is in attainment for air quality, therefore no air conformity analysis is required.

12. Marina Live Oak Trees require special treatment when construction of any kind is taking place near them. These trees should be protected during construction. No parking large equipment underneath them and careful boring and trenching should be considered near them as to not damage the root system.

17. Appendix B of 32 CFR 989 has been reviewed and A2.3 is applicable to this action. In addition, A2.2 has also been reviewed and no further analysis is required.

17. CATEX A2.3.12