Attachment 1 Northside Fiber Expansion SOW - 20210405.docx

STATEMENT OF WORK

COMMUNICATIONS SERVICE AT DOBBINS ARB, GA

INSTALLATION OF FIBER AND MANHOLE/DUCT SYSTEM TO BLDG. 401-B, COMMUNICATIONS SHELTER AT NORTH COMPLEX

1 MARCH 2021

1.0. DESCRIPTION OF SERVICES.

1.1 Objective. The objective for the contractor is to Engineer, furnish, install, label and test (EFI&T) ~23,000 feet of Single Mode (SM) Fiber communication cables from Building 401B Comm Shelter to nine (9) different buildings on the North Side Complex and Building 827 on Dobbins ARB, GA. In addition, a new manhole (MH) shall be installed in front of the Building 401B Comm Shelter labeled 401B-MH1, 36 dark Strands of existing SM Fiber shall be extended from designated hand hole (HH) labeled 401B-HH1 into the newly installed MH labeled 401B- MH1. 36 Strands of SM Fiber shall be installed from the 401B-MH1 into 401B Comm Shelter. The fiber shall be fusion spliced in 401B-MH1 to the 36 SM Strands extended from 401B-HH1. This is a turn-key solution to provide the necessary units, to include all equipment, engineering, furnishing, installing, splicing, and terminating, labeling and testing necessary to install ~23,000 feet of Single Mode Fiber.

1.2. Background. There is an existing direct buried armor sheathed 288-strand SM fiber cable that has been installed ~330 feet away from existing B-401B Comm Shelter. 24 of the 288 strands cable have already been terminated in the main Dial Central Office (DCO), B- 700 ITB and Billeting, B-401. The remaining 264 strands are still dark in B-700 and in the 401B-HH1 on the North Side Complex as depicted in Attachment 2 of solicitation.

B-401B Comm Shelter is a core node (CN). B-401B Comm Shelter shall be connected to two CNs: B-700 DCO and B-827 by two separate 36 SM fiber cables. All other stated (Depicted) access nodes (ANs) shall be connected directly (avoiding daisy chain) to B-401B Comm Shelter by SM fiber cables using existing MH/HH/Duct systems first if space is available, direct bury or newly installed Duct (as depicted in Attachment 2 of solicitation) as required.

Reference Attachment 2 of solicitation for overall view of cable route from B-401B Comm Shelter to nine (9) access nodes.

1.3. Services. The Contractor shall provide all personnel, equipment, tools, materials, vehicles, supervision, and other items and services necessary to perform all installation services, tasks and functions for Dobbins ARB as defined in this Statement of Work (SOW). Contractor furnished services are to be provided in accordance with (IAW) the Government stated needs at the time of order placement. The contractor shall provide commercial grade service levels and installation services IAW Industry Standards.

1.4. Scope. The contractor shall engineer, furnish, install, label and test the system components and prepare system drawings to expand fiber service in accordance with this SOW. The contractor shall be responsible for installing and terminating all new fiber cables. Contactor shall use fusion splice for SM fiber cable. Splicing of SM fiber cable shall be kept to a minimum throughout the different locations along the individual routes as depicted in Attachment 2 of solicitation.

The contractor shall use existing conduit along routes to building where space is available. The contractor shall perform all necessary efforts in the completion of this project and receive site acceptance. Proposal shall include an Implementation Plan, equipment elements involved including hardware and all government furnished element requirements. All personnel provided by the contractor in performance of the task requirements shall be trained and/or certified on the infrastructure items being installed. Industry standard or Original Equipment Manufacturers (OEM) testing procedures and site acceptance are required.

1.5. Organization. The AFRC organization with primary responsibility for this requirement is the 94 CS.

1.6. Place of Performance. These services shall be performed on Dobbins ARB, Georgia.

1.7. Period of Performance. All work shall be accomplished in reference to this PWS within 270 days of award with the first 30-days for Mobilization.

2.0 REQUIREMENTS.

2.1. Site Survey. A site survey/walk shall be conducted after award. The cost to attend shall be responsibility of the contractor. The contractor shall verify all requirements and measurements as required at Dobbins ARB, GA before purchasing materials and starting performance.

The contractor shall verify all information provided in this PWS from actual site conditions, including all distances between manholes/hand holes and other measurements provided on the drawings/sketches. Footages provided are for reference only. The contractor is responsible for validating measurements for accuracy.

The contractor shall access all manholes, hand holes and buildings necessary to verify this PWS.

The contractor shall perform the site survey in coordination with the 94 CS. The contractor shall provide a site survey report, implementation plan and design drawing to the contracting officer and 94CS/SCX.

2.2. Environmental. The Contractor shall perform all tasks IAW all federal, state and local guidelines and Attachment 3 of solicitation.

The Contractor shall submit a project specific Erosion, Sedimentation, and Pollution Control Plan (ESPCP) for government review and approval prior to the start of work. The Contractor is prohibited from beginning land disturbing activities until the ESPCP has been approved by the Contracting Officer.

The Contractor shall comply with the most stringent environmental federal, state, and local laws and regulations; and Air Force policies, instructions, and plans. The federal Government is not exempt from compliance with environmental regulations. The 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. The contractor shall maintain an awareness of changing environmental regulatory requirements to avoid environmental deficiencies for activities on Dobbins ARB. The Prime Contractor shall ensure that their sub-contractors (if any) comply with these specifications

2.3. Installation Tasks. The contractor shall re-use as much of the existing conduit system as feasible. Efforts shall be made to minimize service interruptions to the users. Any service interruptions shall be coordinated and scheduled with the Communications Systems Officer (CSO). Contractor shall install the SM fiber via existing duct system as feasible, otherwise contractor shall use direct Bury or provide new HH/MH duct/inner duct systems when existing or available duct space is not present. Contractor shall be responsible for splicing, terminating, and testing all installed fiber. The contractor shall bring the fiber to the industry standard for optimum operational condition. Contractor shall install the following and any additional tasks necessary in order to complete this project:

2.3.1. Install one 12’ X 8’ X 7’ manhole vault with metal lockable lid in front of B-401B Comm Shelter, and within 300Ft of B401B-HH1. The new manhole shall be named “401B-MH1”. Dimensions of new manhole vault are approximate and can vary by ~2’ on either length or width.

2.3.2. The locations and size of any additional HHs shall be coordinated with and approved by 94 CS and 94 Civil Engineering (CE) prior to installation.

2.3.3. Contractor shall install the necessary HHs (at a minimum four) on the fiber path between B-827 ITB to B-401B Comm Shelter proposed ITB , and one HH between B-440 Navy/Marine Reserve Center and HH-446.

2.3.4. Install new 2 x 4-inch PVC Schedule-40 and Schedule-80 from B-401B Comm Shelter to end buildings wherever necessary with the exception of under road/pavement crossings which shall be 2 HDPE SIDR 11.5 rollpipe by boring under road/pavement crossings. Contractor shall ensure Pull Tapes are left for future cable pulls in the installed Maxcell.

2.3.5. Install 3 Maxcell 3" X 3 cell in each 4” duct using at a minimum one detectable tracer wire in each duct

2.3.6. Install all the new SM fiber cables at the North Complex via existing duct system as feasible, otherwise contractor shall use direct Bury or provide new HH/MH duct/inner duct systems when existing or available duct space is not present.

2.3.7. Contractor shall install SM (ST Type) fiber patch panel (rack or wall mounted) in a designated space and approved by 94 CS.

2.3.8. Install all splice boxes to ensure they are appropriately supported by the HH/MH racks.

2.3.9. Install, splice, terminate, test and label 36 SM fiber cable from existing SM fiber in 401B-HH1 into B-401B Comm Shelter in a duct/inner duct system through the new 401B- MH1. 36 strands of newly installed SM fiber optic cable shall be terminated, tested and labeled at the originating distant end, Bldg 700.

2.3.10. Install, splice, terminate, test and label 36 SM fiber cable from B-401 B Comm Shelter proposed ITB to B-827 ITB via direct bury and use existing available duct system where feasible. Install new duct where obstacles prevent direct bury and there is no existing available ducts.

2.3.11. Install, splice, terminate, test and label SM fiber strands into SM (ST Type) fiber patch panels designated Communications Equipment Rack or the space specified by the 94 CS. Splice/terminate all Contractor installed fiber cable in the designated access nodes IAW the SOW.

2.3.12. Contractor shall direct bury and use existing available duct system where feasible. Install new duct where there is no existing available ducts and obstacles prevent direct bury.

Contractor shall Engineer, furnish, install, terminate, test and label all the installed fiber cables so that it shall be a direct connection between B-401B Comm Shelter to the access nodes as stated below and depicted in Attachment 2:

2.3.12.1. 96 SM Strand Cable to B-467 in TCC Training Complex Hub.

2.3.12.2. 24 SM Strand Cable to Billeting B401

2.3.12.3. 12 SM Strand Cable to B-486 Gym.

2.3.12.4. 36 SM Strand Cable to B-410, FSCT Training

2.3.12.5. 48 SM Strand Cable to existing hand hole labeled HH 446

2.3.12.6. 24 SM strands from HH 446 to B-440 Navy (splice into the new 48 strands)

2.3.12.7 12 SM strands from HH 446 to B-441 (splice into the new 48 strands)

2.3.12.8. 12 SM strands from HH 446 to B-446 (splice into the new 48 strands)

2.3.13. Technicians shall use Building 700 & B-401B Comm Shelter cable ladder rack system for installing fiber cables. In addition, fiber cable shall be grounded/bonded to equipment racks in all fiber termination locations.

2.3.14. Install maintenance loops in each HH and MH. Maintenance loop shall be a minimum of a 50 feet fiber optic cable maintenance loop at the first MH/HH from the building and in every third MH/HH. A 25 foot maintenance shall be provided at each splice point MH/HH location. The maintenance loops shall be properly labeled and securely 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. All Splices shall be grounded.

2.3.15. Contractors shall label all SM cables, ducts, inner ducts, distribution boxes and Cable Strands at the terminations. All labeling shall be in accordance with existing Dobbins labeling standards (94 CS shall provide labeling standards after award).

2.3.16. Excavate and/or trench and install 4 each 4” ducts from B401B-HH1 to new manhole, 401B-MH1, and from new 401B-MH1 to B-401B Comm Shelter.

2.3.17. The Contractor shall chair a weekly IPT meeting that includes Contractor representatives, the Government Contracting Officer (CO), the 94 CS Project Manager, and other base personnel as required. The Contractor shall provide an agenda for 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..

2.3.18. After the completion of this project, contractor shall provide the As-Built Engineering Drawings of the project installation to the Government Contracting Officer and 94 CS.

2.3.19. Contractor shall cover the trenched or excavated areas to their original state IAW Attachment 3.

2.3.20. Contractor shall provide GPS markings of the project MH/HH- Duct system. The Contractor shall collect and record geospatial data and provide as-built documentation (shape files) of all new installed Manhole Duct System (MHDS) components and new cable components (including metadata) compatible with the Cyberspace Infrastructure Planning System (CIPS) Visualization Component (CVC) drawing system. Data points shall be recorded at the center of each manhole/hand-hole lid and at intervals not to exceed 25 feet along cable routes. Sufficient data points shall be recorded to capture any change in direction along the route. All GPS coordinates shall have +/- 3 feet accuracy for all readings. The government shall review the shape files and transcribe the information to the CVC system. Shape files shall be delivered within 30 days of project completion. Provide geospatial data via CD as Environmental Systems Research Institute (ESRI) Shape files.

2.3.21. The Contractor shall at the end of each workday ensure that all work areas are clean and free from debris. All surplus materials and equipment from the work place shall be stored in an organized manner that does not cause a safety hazard. 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 work day. Equipment and materials required to remain on site to complete the work effort shall be coordinated in advance with 94CS and 94SFS for approved laydown area. The contractor shall coordinate with the 94 CS to ensure that any locking manhole covers are put back in place at the end of each workday.

2.3.22. If any modification is required, contractor shall consult with 94 CS and the Contracting Officer.

2.4. Installation Services Specifications.

2.4.1. Materials. All materials installed as part of the system shall be compatible and shall conform to the specifications listed. The contractor shall offer any project residue to the 94 CS prior to disposal. If removal of equipment and/or material is necessary, the contractor shall be responsible for disposal and shall comply with all applicable federal, state and local guidelines and Attachment 3 of solicitation. Any equipment removal and/or disposal shall be coordinated with the project manager.

2.4.2. Underground Duct. The duct used by metallic or fiber optic cable shall be corrosion resistant and 4-inch ID (minimum) round. The conduit shall be Type EPC-40-PVC (Schedule 40) IAW NEMA TC 2-1998. The duct shall be clearly labeled "Schedule 40" as appropriate. Ducts shall have a sleeve or bell end type coupling and shall be watertight when assembled. Bends, plugs, cable guards, couplings, vent chamber connectors, and transition adapters (when required for connecting to standard inner duct) shall be provided. All installed duct shall contain Maxcell (3 each 3 pack Maxcell). Contractor shall ensure Pull Tapes are left for future cables pulls in the installed Maxcell.

The Contractor shall be responsible for any required trenching and/or boring necessary to lay the duct system. Contractor is also responsible for backfilling ditch lines and compaction of fill materials with appropriate compaction tools. Provide a minimum of 12" cover of clean fill above the conduit. Backfill material shall be clean and free from all organic material, clay, marl or unstable materials, debris, lumps, or broken paving. No rocks or stones larger than 3 inches in diameter shall be allowed in backfill. Material for backfill may be material resulting from excavation, if it meets the above requirements. Directional drilling shall be used for major road crossings. Otherwise, crossing of paved surfaces may be performed by pavement cuts and resurfacing with appropriate matching road material. This does not prevent the Contractor from using directional drilling if it is more cost effective. Ducts will be appropriately protected when placed under paved surfaces.

2.4.3. Metallic Cable. Maintain manufacturer’s recommended minimum bend radius of the cables at all times. Do not stretch, stress, tightly coil, bend or crimp the cables. Any splices required shall be accomplished using PICABONDS or 710 modular type splice connectors.

2.4.4. Building Entrance Terminals (BET) - Building entrance terminals shall be of protected type and UL approved. The BET shall terminate and protect on the users premises. Blocking kits shall be provided for filled cable entering the terminal.

2.4.5. Splice Closures. Splice closures shall be sealed, encapsulated and suitable for enclosing straight, butt, and branch splices in a protective housing. The closure shall be of suitable thermoplastic, thermoset, or stainless steel material and shall protect the splice and maintain cable shield electrical continuity in a cable vault, manhole, or hand hole environment. Filled splice closures shall comply with RUS Bulletin 345-72 (PE-74).

Intermediate fiber optic cable splices shall be minimized and consist of core alignment method fusion splices in a high quality polypropylene re-enterable splice closure. Only splice closures intended for underground applications shall be used in the underground system. The Contractor shall use standard re-enterable fiber splice closures. The closures shall have adequate strength to protect the splice and maintain cable shield electrical continuity in the below ground environment. The Government quality inspector shall have the opportunity to inspect the inside of the splice case before closure pressure testing and encapsulation is performed.

The ducts shall be corrosion resistant and 4-inch inside diameter (I.D.) round or metric equivalent. The ducts shall be made of EPC-40 Polyvinyl Chloride (PVC) (Schedule 40) IAW NEMA TC-2; or EPC-80-PVC (Schedule 80) IAW NEMA TC-2; or high density polyethylene (HDPE) SIDR 11.5. Schedule 80 PVC shall be limited to risers, all above ground conduit and under the roadway/parking pavement. High density polyethylene (HDPE) SIDR 11.5 shall be used when directional boring is used. 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.

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

2.4.7. Electrical Bonding and Grounding. Shield Bonding Connectors Shield bonding connectors, bond bars, braids, ribbons, clamps, etc., shall be provided to maintain cable shield continuity at splices and at ground connections. Bonding connectors provided shall be IAW RUS Bulletin 345-65 (PE-33). Shields shall be grounded and continuous throughout the cable distribution system as specified by RUS TE&CM 451.2.

2.4.8. Grounding. Grounding hardware such as corrosion resistant grounding rods, wire, clamps, etc. necessary to properly ground the cable distribution system shall be provided as follows:

2.4.8.1. Grounding Components. The contractor shall ground-inside type protected terminals using a No. 6 AWG plastic insulated solid-copper wire with wire continuous from the grounding lug, or the grounding strip of the terminal, to either a copper with soldered-joints cold-water pipe of the water system, or a driven ground rod. When the contractor elects to use a ground rod of minimum diameter of ½ inch and minimum length of 5 feet, he shall install it at a minimum distance of 12 inches from the building wall and drive it to a depth that provides a minimum of 6 inches of earth cover between the top of the ground rod and ground level. The ground wire shall be continuous with no breaks or splices from the terminal to the cold-water pipe or driven ground rod and shall be placed in the conduit provided or attached to the supporting surface using either staples or 1-hole clamps placed at 18 inch intervals. When a copper cold-water pipe ground is utilized, the ground wire to a ground rod shall be made either with a compression sleeve or a soldered connection.

2.4.8.2. Measure Resistance. The contractor shall accomplish all grounding in a manner that results in a maximum resistance of 10 ohms to ground resistance measured as specified in TIA - 607, Earth Resistance Measurements A3-2f (fall of potential method) or A3-2g (comparison method). When it is necessary to place more than one ground rod to meet this requirement, the minimum separation between the ground rods shall be equal to the length of the ground rods used. Two or more ground rods shall be connected using No. 6 plastic-insulated solid-copper wire. The connection of the No. 6 solid-copper wire to the ground rods may be made either with compression sleeves or soldered connection. If buried, the connections shall be soldered or welded.

2.4.8.3. Grounding Conformance. The contractor shall perform all equipment power grounding in conformance with the NEC and all applicable base regulations. All grounds, where required, shall be made using a No. 6 AWG solid copper wire. All metallic cable sheaths shall be grounded by the contractor (e.g., risers, underground, station wiring). The Government shall provide access to ground in each building primary wire closet and in the main switch room.

2.5. Cable Installation.

2.5.1. Underground Cable Installation. Installation of underground cable in manholes, hand holes, and conduits/ducts shall be IAW RUS Bulletin 1751F-643, RUS Bulletin 1751F-644 and RUS Bulletin 345-152 (515d). Contractor shall coordinate confined space entry with Dobbins ARB Occupational Safety. Cables and splice closures installed in manholes, hand holes, or cable vaults shall be neatly formed, racked, supported and secured in place using the proper support items. Following installation activities, the contractor shall ensure that manholes are clean and free of splicing materials and debris.

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.

2.5.2. Buried Cable Installation. Installation of buried cables shall be IAW RUS Bulletin 1751F-640, RUS Bulletin 1751F-641 and RUS Bulletin 345-150 (515a). Power and communications cables shall be separated by 12 inches of well-tamped, fine earth protection. Gas and water mains shall be separated and protected by 3 inches of concrete or 12 inches of fine earth. In addition, if the cable crosses over the main, extend additional cable protection 3 feet from each side of the crossing. Where road crossings occur, a minimum of two 4” ID conduits at such crossings shall be installed and shall be concrete encased.

2.5.3. Fiber Optic Cable Installation and Termination. See Section 2.3.12 above for a list of the fiber optic cables that are to be installed. Fiber splices are to be avoided and all fiber optic cables shall be “homeruns” between buildings to avoid daisy-chains.

Fiber optic cables shall be terminated on new fiber optic distribution panels using ST fusion splice direct connectors or ST fusion splice pigtails. Distribution panels shall be designed for rack mounting in 19-in (48 cm) racks or for wall mounting on a plywood backboard. Panels shall be sized accordingly to cable and method of termination. Fiber Optic Distribution panels shall be hi-density and be compatible with Dobbin’s existing fiber optic distribution panels.

2.5.4. Cable Warning Tape. Cable warning tape shall be buried one (1) foot below the surface and shall follow the duct/buried cable route. The tape shall be a minimum of three inches wide and orange in color with the appropriate warning message.

2.5.5. Cable Tags. All tags shall 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 maintenance hole, put a tag on the cable, approximately 2 feet from each duct entrance. Information on the cable tag shall identify cable by size, type, cable number and count. Tagging and labeling of new cables shall be IAW the following:

Line One: A = Armored Sheath (otherwise leave blank) 36 = Fiber Count. L = Loose Tube Buffer or (T) Tight Tube Buffer. 8.3 = Single Mode. F = Filled core (otherwise leave blank).

Line Two: 213-356 = From-To Building numbers. 1-36 = Cable/strand Count.

2.5.6. 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 hand-hole neck to a point where manhole/hand-hole, 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.

2.5.7. Backboards. Newly installed backboards shall be AF-standard 0.75”-thick plywood, with two coats of white, fire-resistant paint

2.5.8. Cable racks shall be installed in each existing maintenance hole as required. Splices shall not be supported by the cables that enter each end of the splice case. The splices shall be supported by cable hooks under the splice case. Telecommunications industry standard cable hooks of the appropriate length shall be provided to support cables and splices 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

2.6. Testing.

2.6.1. The Contractor shall provide a Test Plan IAW RUS Bulletin 1753F-201. The testing plan shall include oversight and validation by 94 CS for all testing.

2.6.2. The Contractor shall perform a pre-test of all contractor installed cable prior to splicing cable to pre-existing cable.

2.6.3. The Contractor shall inspect and perform end to end attenuation tests. Testing shall be coordinated with the 94 CS and conducted on all fiber optic cable strands. All defects discovered shall be repaired at no cost to the Government. Test results shall be provided to the 94 CS project manager within ten days of acceptance testing.

2.6.4 The Contractor shall provide a Test Report to the Contracting Officer and 94 CS/SCX. The Test Report shall contain all test results with 94 CS validation.

2.7. Notes.

2.7.1. 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/hand holes and be secured to a cable rack or pulling iron, etc.

2.7.2. The contractor shall submit a base access request letter to 94th Contracting Officer.

2.7.3. The contractor shall complete an AF Form 103 (Base Civil Engineer Work Clearance Request) and Georgia Utilities Protection Center (GAUPC) permit before any digging can begin.

2.7.4. The contractor shall plan and coordinate road closures 10 business days in advance with 94CS/SCX to allow appropriate coordination with Security Forces Flight, Base Civil Engineers, Base Fire Department, Base Operations, Airfield Management, and Communications Squadron, as a minimum, before any airfield work and/or roads are closed.

2.7.5. The contractor shall return all areas where trenching, road cuts and digging are accomplished, as part of this project to original condition; seeding and straw as needed per Base Civil Engineering (BCE) and IAW Attachment 3 of solicitation. BCE personnel shall approve completed landscaping, repaving and patching.

3.0. GENERAL INFORMATION.

3.1. Applicable Documents.

Network Infrastructure (MHDS, MH/HH locations, fiber paths, etc.) is on the 94 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.

3.1.1. Design Drawing. Attachment 2 of solicitation - Strand Count/Approximate Distance of fiber installation.

3.1.2. Standards. Contractor is responsible to obtain all referenced information. Refer to Section 5.0 for applicable standards. Additional commercial manuals may be required and shall be the responsibility of the contractor to identify in the site survey report and then obtain applicable manuals.

3.1.3. The contractor shall provide a preliminary schedule as part of the Implementation Plan.

3.1.4. The contractor shall be responsible for storage, staging and deployment of any equipment and materials provided as part of this delivery/task order unless otherwise mutually agreed upon by the contractor and the Government.

3.1.5. Resolution to any contradictions/changes within the proposal shall be to the benefit to the Government.

3.1.6. The Government retains the right to all contractor generated data/documents, manuals as a result of this project. 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. The contractor shall provide COTS products with the appropriate contractor pass through licenses.

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

3.1.8. The contractor shall identify (in their proposal) any subcontractors they plan to use for any tasks related to this project.

3.2. Safety.

3.2.1. The contractor shall remain in compliance with all Federal, State, county, and base security and safety laws, regulations, policies, and requirements.

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

3.2.3. Confined Space. The Contractors and Sub-contractors entering spaces on Dobbins ARB, GA are responsible for the safety of their personnel and for their own permit space program as outlined in AFI 91-203. All confined space operations must be coordinated with the Base Safety Office prior to start of work. The primary Contractor is responsible for all Sub-contractor confined space operations.

3.2.4. 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 94 Communication Squadron Project Manager and the Base Safety Office unless otherwise stated in the SOO. The Contractor shall secure the scene of any accident and wreckage until released by the accident investigative authority through the Base POC. If the Government elects to conduct an investigation of the incident, the Contractor shall cooperate fully and assist the Government personnel until the investigation is completed.

4.0. DELIVERABLES.

Site Survey Report (SSR)

Site Survey Report 10 Working Days after Completion of Site Survey

award

Test Report ** Pre-test results of fiber cable prior to splicing ** Test results of end to end attenuation testing of all fiber optic cables ** Final fiber optic cable test results ** Electronic copy of test result spreadsheet. Microsoft Excel (version 5.0 or newer)

10 Days after acceptance testing

As-Built Engineering Drawings Two copies of “as‐built” documentation (shape files) showing collected and recorded geospatial data of all new installed MHDS components and new cable components (including metadata) compatible with the Cyberspace Infrastructure Planning System (CIPS) Visualization Component (CVC) drawing system. Data points shall be recorded at the center of each manhole/hand‐hole lid and at intervals not to exceed 25 feet along cable routes. Sufficient data points shall be recorded to capture any change in direction along the route. All GPS coordinates shall have +/‐ 3 feet accuracy for all readings. The government shall review the shape files and transcribe the information to the CVC system. Shape files shall be delivered within 30 days of project completion. Provide geospatial data via CD as Environmental Systems Research Institute (ESRI) Shape files to 94 CS/SCX and 94 CONF.

15 working days after Government acceptance

5.0. STANDARDS

Installation

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