SOW_for_4_Bldgs_21_JUL_2016_FINAL.pdf

STATEMENT OF WORK (SOW)

For

New Fiber Optic Cables from Bldg 110 to 4 Buildings in WSA Area

Morón AB, Spain

21 July 2016

Prepared By

496 ABS/SCXP

Morón AB, Spain

Table of Contents

1.0 SCOPE

2.0 REQUIREMENTS

2.1 GENERAL REQUIREMENTS

2.1.1 Safety Requirements

2.1.1.1 Site Coordination

2.1.1.2 Confined Space

2.1.1.3 Accident/Incident Reporting and Investigation

2.1.1.4 Work Area (s)

2.1.1.5 Traffic control

2.1.2 Country Clearances and Base Access

2.1.2.1 Secure Area Access

2.1.3 Environmental Management

2.1.4 Permits

2.1.5 Quality Assurance

2.1.6 Contractor Personnel

2.1.6.1 Site Point of Contact (POC)

2.1.6.2 Personnel Requirements

2.1.7 Warranty

2.2 SPECIFIC REQUIREMENTS

2.2.1 Outside Plant Requirements

2.2.1.1 Underground Utilities Markings

2.2.1.2 Closures for Cable Splicing in Manholes

2.2.1.3 Labeling

2.2.1.4 Shield Bonding Connectors

2.2.1.5 Grounding

2.2.1.6 Cable Tags

2.2.1.7 Cable Terminations

2.2.1.8 Fiber Optics Cable (FOC) Maintenance Loop

2.2.1.9 New Manholes/Handholes

2.2.1.9.1 Cable Racks and Cable Supports

2.2.1.9.2 Grounding

2.2.1.10 Underground Conduit System

2.2.1.10.1 Composition

2.2.1.10.2 Installation

2.2.1.10.3 Bends and Sealing

2.2.1.10.4 Utility Separation

2.2.1.10.5 Spacers and Tracer Wire

2.2.1.10.6 Warning Tape

2.2.1.10.7 Entrance Conduits into Existing Manholes

2.2.1.10.8 Building Penetrations

2.2.1.10.9 Conduit Bends or Sweeps

2.2.1.10.10 Pull Tape

2.2.2 Outside Plant Installation

2.2.2.1 Infrastructure Installation

2.2.2.1.1 Manholes/Hand Holes

2.2.2.1.2 Duct Bank Infrastructure

2.2.2.2 Fiber Optic Cable Installation

2.2.3 Project Residue

2.2.4 Site Restoration

2.2.5 Service Outages

2.2.6 Identification Marking

2.2.7 Installation Schedules

2.2.8 Weekly Status

2.2.9 Drawings

2.2.9.1 As-Built Drawings

2.2.9.2 Butterfly Drawings

2.2.9.3 Geospatial Deliverables

2.2.10 Test and Acceptance/Installation Test Plan

2.2.10.1 Testing

2.2.10.2 In-progress Testing

2.2.10.2.1 Splices

2.2.10.2.2 Fiber Optic Tests

2.2.10.2.3 Optical Attenuation Tests

2.2.10.2.4 Distance

2.2.11 Acceptance/Installation Test Report

2.2.12 Final Acceptance

3.0 GENERAL INFORMATION

3.1 Period of Performance

3.2 Place of Performance

3.3 Hours of Operation

3.4 Holidays/Down Days

4.0 APPENDICES

4.1 Appendix A. Applicable Standards References

4.2 Appendix B. List of Deliverables

4.3 Appendix C. Drawings

1.0 SCOPE.

This Statement of Work (SOW) defines the requirements for the Contractor to engineer, furnish, install and test (EFI&T) new manhole and duct bank infrastructure and armored single mode fiber optic cable to upgrade and enhance the fiber optic cable connectivity between Bldg 110 to Bldg 1012, 1015, 1016 and

1028 in the Weapons Storage Area (WSA) at Morón AB, Spain. 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 SOO.

2.0 REQUIREMENTS.

2.1 GENERAL REQUIREMENTS.

2.1.1 Safety Requirements.

The contractor shall remain in compliance with all Federal and Host Nation (Spanish) and base security and safety laws, regulations, policies and requirements.

2.1.1.1 Site Coordination

The Contractor shall receive a post award brief from the base Contracting Office immediately upon arrival on site for review of the specific safety requirements.

2.1.1.2 Confined Space.

The Contractors and Sub-contractors entering spaces on Morón AB, Spain are responsible for the safety of their personnel and for their own permit space program as outlined in AFI 91-203, Air Force Consolidated

Occupational Safety Instruction. 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.

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 496 Air Base Squadron (ABS) Project Manager (PM) 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.

2.1.1.4 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 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 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.

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 496 ABS PM NLT 10 business days in advance to inform base Security

Forces, Fire and Medical of the planned disruptions.

2.1.2 Country Clearances and Base Access.

US Contractors must follow a strict procedure in order to obtain country clearance. Contact the PM for details regarding submission of a country clearance request which require a 21-day processing period with the Office of Defense Cooperation (ODC) in Madrid for contracts with 90-day or less periods of performance. For periods of performance greater than 90 days, the ODC requires a 45-day window for processing the clearance request. Reference https://www.fcg.pentagon.mil in addition to any other requirements specified by the Contracting Officer.

The Contractor shall process and provide a Base Access Letter to 496 ABS/SCX within 3 business days after contract award. Local host nation contractors will provide a list of worker’s full names and their national identification numbers (DNI). The Contracting Office will review and sign the list then forward to the AF and SpAF security forces NLT two days prior to a request for base access. This spreadsheet shall identify the names (as shown on the driver’s license), driver’s license numbers and birth date of the personnel who will be performing work under this SOO, 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 shall provide identification badges for their employees. All

Contractor personnel shall wear these badges while on duty on the Government site.

The badges shall identify the individual, company name and be clearly and distinctly marked as Contractor and be in accordance with (IAW) base regulations.

2.1.2.1 Secure Area Access.

Some of this work will take place in a secure area. The Contractor must coordinate access with 496

ABS/SCX Project Manager to secure areas at least five (5) working days ahead of time. PM coordinates with the Contractor for Unescorted access to the area.

2.1.3 Environmental Management.

The Contractor shall comply with the most stringent environmental federal and local laws and regulations;

and Air Force policies, instructions and plans to include the Spain Final Governing Standards (FGS). The contractor shall maintain an awareness of changing environmental regulatory requirements to avoid environmental deficiencies for activities on Morón AB, Spain. The Prime Contractor shall ensure that their sub-contractors (if any) comply with these specifications.

2.1.4 Permits.

Contractor responsibilities include coordination, completion and processing of all permits required towards project completion. T e n ( 1 0 ) calendar days post-award, the Contractor shall request, prepare and coordinate all signatures on AF Form 103, BCE Work Clearance Request, in obtaining all information pertaining to the current status of general utilities. The Contractor processes additional requests through the Contracting Officer or authorized representative, a minimum of 15-duty days prior. The Contractor shall not perform excavation under any circumstances without an approved, hard copy, Work Clearance Request for a work site. Processing of Work Clearance

Requests will take place once the Contractor submits all material, including necessary documentation, and receives base authorization for starting work. The base holds the Contractor responsible for any damage caused to general utilities detailed on the AF Form 103, and related drawings, with subsequent repair by the Contractor to the damage at no additional costs to the U.S. Government.

2.1.5 Quality Assurance.

http://www.fcg.pentagon.mil/

The Contractor shall provide their own Quality Assurance for the entire life of the project. The

Contractor’s Quality Assurance Evaluator (QAE) shall assist the Government representative in performing random spot checks and system acceptance tests. 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.

2.1.6 Contractor Personnel.

2.1.6.1 Site Point of Contact (POC).

The Contractor shall designate an on-site team leader and/or alternate(s), as the Site POC for the project.

The Site POC or alternate(s) shall be on site during duty hours until project completion and shall oversee all facets of the work. The Site POC shall be the interface for all work site communications with the

Government, including quality, safety and discrepancy matters.

2.1.6.2 Personnel Requirements.

The Site POC and respective alternate(s) shall be able to read, write, speak and understand English and shall be on site to coordinate permits, clearances and receive shipments/material related to the project.

2.1.7 Warranty.

The Contractor shall provide a one year warranty or manufacturer’s standard commercial warranty, whichever is longer. The warranty period shall start from the date of system and/or project acceptance.

The Contractor shall provide written procedures and required information for warranty services at site acceptance.

2.2 SPECIFIC REQUIREMENTS.

This section describes the underground cables, inner-ducts and MH conduit system installation requirements. The Contractor shall design and install Customer-Owned outside plant Telecommunications

Infrastructure in according with TIA-758-B. Each cable installation shall be coordinated with the 496

ABS/SCXP. The sequence of installation is at the Contractor’s discretion. See Appendix C for reference and estimated distances of existing and proposed infrastructure and cables routes. (NOTE: This is only a proposed solution. The Contractor is free to make any recommendations pertaining to the accomplishment of this requirement in their quote.)

The Contractor shall comply with the current 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

2.2.1.1 Underground Utilities Markings.

The Contractor coordinates with all base agencies, such as the civil engineering and communications flights and ensure marking of existing base infrastructure prior to digging or horizontal directional boring as precaution for protection of existing utility infrastructure. The Contractor will repair damage caused to clearly marked infrastructure during installation.

2.2.1.2 Closures for Cable Splicing in Manholes.

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.

2.2.1.3 Labeling.

The Contractor shall label all equipment and cables they install IAW TIA-606-B and as directed by the base communications organization. New ducts shall be permanently labeled on the wall of each building/manhole indicating the connecting building/manhole at the other end of the duct (for example, “To MH-200”). The cover of all new fiber optic distributions (FODPs) shall be labeled to conform to the system used by local maintenance personnel to identify FODPs that terminate fiber. If the FODP manufacturer has not identified the sequence in which the ports are counted, the Contractor shall provide designation labels/strips to identify the sequence in which the ports are counted.

Example: FODP 121

FO 110-1002, 1-144

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

2.2.1.4 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. Cable shields shall be bonded and continuous throughout the cable distribution system.

2.2.1.5 Grounding.

The contractor shall ground new cable shields to the Telecommunication Main Ground Bus-Bar (TMGB), in or near the new service entrance box located on the outside of each building. The contractor is required to provide one 6’’ x 4’’ copper ground bar and ground it to the existing ground point IAW J-STD-607-A-

2002, sections 5 and 6, unless a TMGB already exists.

2.2.1.6 Cable Tags.

All tags shall be permanently labeled, easily visible and corrosion resistant. Install cable tags in all manholes/handholes, cable vaults, pull boxes and building entrance terminal locations. When cables pass through a manhole, 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, for example:

A48L8.3F

FO 1234-5678, 1-48

Line One: A = Armored Sheath (otherwise leave blank) 48= Fiber Count. L = Loose Tube Buffer or (T)

Tight Tube Buffer. 8.3 = Single Mode. F = Filled core (otherwise leave blank).

Lines Two/Three: 1234-5678 = From-To Building numbers. 1-48 = Cable/strand Count.

2.2.1.7 Cable Terminations.

Fiber optic cables shall be terminated on new fiber optic distribution panels using SC fusion splice direct connectors. Distribution panels shall be designed for wall or rack mounting in 19-in (48 cm) racks.

Panels shall be sized accordingly to cable and method of termination. Fiber Optic Distribution panels shall be compatible with the existing fiber optic distribution panels used on the installation.

2.2.1.8 Fiber Optics Cable (FOC) Maintenance Loop.

The Contractor shall install a minimum of a 25 feet FOC maintenance loop at the first MH from the building, at each splice point MH location and in every third MH in the run. The maintenance loop 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.

2.2.1.9 New Manholes/Handholes.

Manholes installed under this project shall have an American Association of State Highway and

Transportation Officials (AASHTO) rating of H-20 or equivalent. Unless otherwise stated, MHs shall have a minimum interior dimension of 6’W x 8’L x 7’H. Manholes shall have a ladder, cable racks hardware, pulling irons, a sump, water resistance gaskets, bonding ribbon and a grounding system. MH shall meet the requirements of TIA-758-B, paragraph 5.2.1. Prefabricated MHs are preferred. It is understood that some Manholes are precast with bonding ribbons or some similar connection, to the manhole rebar and therefore do not require a ground rod. This method of grounding in lieu of a ground rod is satisfactory just as long as the achieved impedance to ground is twenty-five (25) ohms or less.

Unless otherwise stated, HHs shall have a minimum interior dimension of 4’W x 4’L x 4’H (width, length, height). HHs shall be furnished with cable racks and a grounding system. HHs shall meet the requirements of TIA -758BA, paragraph 5.2.2. Prefabricated HHs are preferred.

MHs/HHs shall be installed so that they are reasonably level on a gravel bed of 6 inches to allow drainage of water from the walls. The gravel bed should extend 8 inches to 12 inches beyond the outer edges of the MH/HH. MH/HH covers shall be labeled with 1/8” raised letters stating

“COMMUNICATIONS”.

2.2.1.9.1 Cable Racks and Cable Rack Supports.

Cable racks shall be installed in manholes 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 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.

2.2.1.9.2 Grounding.

Grounding hardware such as corrosion resistant wire, bonding ribbon, clamps, ground rod, etc. necessary to properly bond/ground the cable in MHs shall be provided.

2.2.1.10 Underground Conduit System

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, marble 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 all paved surface crossings. Ducts will be appropriately protected when placed under paved surfaces.

2.2.1.10.1 Composition

The ducts shall be corrosion resistant and 4-inch inside diameter (I.D.) round or metric equivalent. The ducts shall be made of EPC-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.

2.2.1.10.2 Installation

Ducts installed beneath roads, sidewalks, parking areas, other paved surfaces or areas to be paved, etc.

shall be installed a minimum of 36" 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 geographical or man-made obstructions. In MH 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.

2.2.1.10.3 Bends and Sealing

All bends between MHs shall be a minimum 40-foot radius with the sum of bends in all directions not exceeding a total of 90 degrees. Ducts shall 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 shall be sealed. Universal duct plugs or removable putty sealants may be used. Upon completion of conduit sections, a rigid test mandrel ¼” (6.4mm) smaller than the inside diameter of the conduit shall be pulled through each duct to ensure proper alignment. In addition, all ducts shall be cleared of loose materials such as concrete, mud, dirt, stones, etc.

2.2.1.10.4 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.

2.2.1.10.5 Spacers and Tracer Wire

Along the length of the duct run, if the ducts are installed by trenching, spacers shall be placed at an interval of four (4) spacers per 20 feet. At least one duct, innerduct or roll pipe shall have tracer wire or be otherwise locatable from the surface. 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 manhole or handhole neck to a point where maintenance personnel may access the wire without having to enter the manhole/handhole and tagged with a label so indicating it as a “Duct Tracer Wire to xxx – Do Not Remove (where xxx is the other end of the wire).” Tracer wires shall not be connected to any grounding system. Tracer wire shall be pulled back from building entrances until it is underground to prevent lightning damage.

2.2.1.10.6 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.

2.2.1.10.7 Entrance Conduits into Existing Manholes

When new entrance conduits/ducts or sleeves are required, the Contractor shall core and install the necessary holes and install the ducts or sleeves, if knockout doesn’t exist. Contractor bored holes shall be fitted with duct terminators to accept 4-inch I.D, schedule 40 conduit. Penetration shall not be in such a location through the wall as to block use of existing ducts in the manhole. New ducts will be a minimum of

18 inches from either the manhole floor or ceiling, if practical. The minimum bending radius for entry conduit/ducts shall be no less than 10 times the inside diameter of the conduit. Ducts and openings around ducts shall be sealed to prevent moisture from entering the manholes. All duct entrances shall be flush with the MH/HH interior wall surface.

2.2.1.10.8 Building Penetrations

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

2.2.1.10.9 Conduit Bends or Sweeps

Where a bend or sweep is placed in PVC nonmetallic duct bank between manholes, the duct bank must be encased in concrete with a minimum compressive strength of 3000 pounds per square inch (psi).

2.2.1.10.10 Pull Tape

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

2.2.2 Outside Plant Installation.

See Appendix C for reference and estimated distances of existing and proposed infrastructure requirements. The Contractor shall install underground outside plant infrastructure as described in paragraph 2.2.2.11.1.

2.2.2.1 Infrastructure Installation

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

2.2.2.1.1 Manholes/Handholes

Install eleven (11) new handholes at the approximate locations shown on the attached sketches IAW the following table. Coordinate with 496 ABS/SCXP for final handhole numbering scheme:

Handhole Size

(L x W x H)

Sketch

NEW HH 1 4’ x 4’ x 4’ 1

NEW HH 2 4’ x 4’ x 4’ 1

NEW HH 3 4’ x 4’ x 4’ 1

NEW HH 4 4’ x 4’ x 4’ 2

NEW HH 5 4’ x 4’ x 4’ 2

NEW HH 6 4’ x 4’ x 4’ 2

NEW HH 7 4’ x 4’ x 4’ 4

NEW HH 8 4’ x 4’ x 4’ 4

NEW HH 9 4’ x 4’ x 4’ 4

NEW HH 10 4’ x 4’ x 4’ 4

NEW HH 11 4’ x 4’ x 4’ 4

2.2.2.1.2 Duct bank Infrastructure

Install the following 4“ PVC Ductbanks

From To Quantity Size Approx.

Distance

(Feet)

Sketch Comment

Bldg 110 New HH-1 2 4” 75’ 1

New HH-1 New HH-2 2 4” 704’ 1

New HH-2 New HH-3 2 4” 470’ 1

New HH-3 New HH-4 2 4” 785’ 1,2

New HH-4 New HH-5 2 4” 785’ 2

New HH-5 New HH-6 2 4” 427’ 2

New HH-6 MH 142 2 4” 660’ 2

MH 142-6 New HH-7 2 4” 725’ 3 &4

New HH-7 New HH-8 2 4” 300’ 4

New HH-7 New HH-9 2 4” 425’ 4

New HH-8 Bldg 1015 1 2” 95’ 4

New HH-8 Bldg 1016 1 2” 95’ 4

New HH-9 New HH-10 2 4” 270’ 4

New HH-10 New HH-11 2 4” 430’ 4

New HH-11 Bldg 1028 1 2” 90’ 4

The 2” PVC conduit shall stub up into a NEMA 4X stainless steel enclosure (corrosion resistant and water proof) with dimensions of

16”H x 12”W x 6”D. The NEMA 4X enclosure shall be mounted on the exterior of each facility on the concrete wall and not the metal door. Coordinate NEMA 4X location on each facility with 496 ABS/SCO.

2.2.2.2 Fiber Optic Cable Installation.

Install the Following 3” 3-cell Geotextile Innerducts (Maxcell or equivalent) and Single Mode Fiber Optic Cable. All fiber optic cabling installed for this project have an armored, metallic layer for added protection. NOTE: Each new 3-cell innerduct shall have a separate thread color. In addition, at least one fabric shall contain a metallic trace member.

From To Via Maintenance Holes/Handholes

Strand Count

Approx.

Distance

(Feet)

Appendix C Drawings(s)

Comment

Bldg 110 MH 142-6 New HH-1, New HH-2, New HH-3, New HH-4, New HH-5 New HH-6, MH 142, MH 142-1, MH 142-3 MH 142-4 &

MH 142-5, MH 142-6,

48 7011’ 1&2 Install Maxcell in one 4” duct

MH 142-6 Bldg 1012 MH 142-7 12 400’ 2& 3 Install Maxcell new 2” duct

MH 142-6 Bldg 1015 New HH-7, New HH-8 12 395’ 4 Install Maxcell in one 4” ductand in new

2” duct

MH 142-6 Bldg 1016 New HH-7, New HH-8 12 395’ 4 Install Maxcell in one 4” ductand in new

2” duct

MH 142-6 Bldg 1028 New HH-7, New HH-9, New HH-10 & New HH-11

12 1215’ 4 Install Maxcell in one 4” ductand in new

2” duct

MH 142-6

Splice the four (4) 12 strand SM FOCs to the 48 strand SM FOC in MH 142-6. The Contractor shall use fusion splice. The

Contractor shall provide and install a new splice case and secure the splice case in the MH. Each of the four 12 strands will go to the following buildings: 1012, 1015, 1016and 1028.

Bldg 110 The Contractor shall provide and install a 48 port Fiber Optic Distribution Panel (FODP) in the existing rack located in the comm room. If this space is not sufficient, then install the new 48 port FODP in the existing cabinet located in the comm room. Terminate the 48 strand SM FOC to the FODP using fusion splice to pigtails with SC type connectors. Verify FODP location with 496 ABS/SCX.

Bldg 1012 The Contractor shall provide and install a new 12 port FODP in existing wall mounted cabinet in Room

107. The Contractor shall perform a transition splice from the outside plant 12 strand SM FOC to a 12 strand MIC FOC. The 12 strand MIC FOC shall be pulled thru existing pliable raceway from the transition splice point to the existing cabinet in Room 107. Terminate the 12 strand MIC FOC to the

FODP using fusion splice to pigtails with SC type connectors. Coordinate mounting of transition splice case with 496 ABS/SCX.

WSA Bldgs

The Contractor shall provide and install a new 12 port FODP in the NEMA 4X enclosure, mounted on the exterior wall, at the following buildings: 1015, 1016and 1028 for a total of three (3) buildings.

Terminate each 12 strand SM FOC to the FODP using fusion splice to pigtails with SC type connectors.

2.2.3 Project Residue.

All residues from this project shall be disposed of off base and IAW Federal, local and base environmental laws and regulations, to include the Spain Final Governing Standards (FGS). 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 at the contractor’s expense, IAW federal and local host nation environmental laws and regulations. Under no circumstances will the contractor stage or store boring residue in slurry ponds or other containment areas on Morón AB.

2.2.4 Site Restoration.

The Contractor shall restore all disturbed grounds to the “as found” condition or better after installation.

The Contractor shall comply with all base grounds restoration requirements. Common use areas shall be restored with sod.

2.2.5 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 that are properly identified.

2.2.6 Identification/Marking.

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

2.2.7 Installation Schedules.

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 IAW deliverable 2.

2.2.8 Weekly Status.

The Contractor shall provide a Weekly Status to 496 ABS/SCXP. The purpose of the report is to inform stakeholders of project progress, problems being encountered and other topics necessary/beneficial to ensure success and timely completion of the contract requirements.

2.2.9 Drawings.

2.2.9.1 As-Built Drawings.

The Contractor shall submit red line drawings showing the “as-built” configuration in format specified by base SCXP project manager. The base communications flight will provide baseline drawings. The

Contractor shall provide As-Built Rack Elevation, Inside Cable Plant and Outside Cable Plant drawings and distribute IAW deliverable 1.

2.2.9.2 Butterfly Drawings.

The Contractor shall record and submit butterfly, cable path and building penetration drawing information for all new installations including butterfly drawings for all manholes, handholes and pullboxes that contain new or reused FOC. Drawings shall record the path and arrangement of new and reused fiber optic cables, splices and the arrangement duct banks, ducts and innerduct. Drawings shall be submitted in an easily read electronic format such as and Adobe pdf. Scanned data sheets or legible sketches are acceptable if the listed information is provided IAW deliverable 1.

2.2.9.3 Geospatial Deliverables.

The Contractor shall collect and record geospatial data and provide as-built documentation (shape files) 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/handhole 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 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 shall be delivered within 30 days of project completion IAW deliverable 1.

2.2.10 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 (Deliverable 4). The

Contractor shall test the system to demonstrate to the Government full functionality of the system. These tests shall be accomplished prior to the system being placed into service.

2.2.10.1 Testing.

The Contractor shall conduct on-site testing IAW Original Equipment Manufacturer (OEM) installation manuals, practices and the appropriate vendor’s test procedures.

2.2.10.2 In-progress Testing.

2.2.10.2.1 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 (QAE) 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 at no cost to the government.

2.2.10.2.2 Fiber Optic 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. All fiber optic testing shall be performed in both directions, i.e. from A to

Z and from Z to A. For incomplete circuits that end in manholes, only OTDR testing is required.

2.2.10.2.3 Optical Attenuation Tests.

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.

2.2.10.2.4 Distance.

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

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 IAW deliverable 4.

2.2.12 Final Acceptance.

The Contractor shall schedule a final project walk-through with 496 ABS/SCXP and the base contracting officer. This should be scheduled 5 business 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.

3.2 Place of Performance.

The place of performance is Morón AB, Spain.

3.3 Hours of Operation.

The Contractor shall perform the services required under this contract from 0800 to 1700 in the location where work is being performed. 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 496

ABS/SCX Project Manager and approved by the Contracting Officer at least 10 business days in advance.

3.4 Holidays/Down Days.

The Contractor shall not perform work under this contract on U.S. federal holidays or site-unique down-days unless expressly authorized by the commander and coordinated with 496 ABS/SCXP. Contractors have the option of working on Local National Holidays.

4.0 APPENDICES.

4.1 Appendix A. Applicable Standards. (This list is not all inclusive.)

AFI 91-203 – Air Force Consolidated Occupational Safety Instruction

AFI 48-145 – Occupational and Environmental Health Program

OSHA CFR 29 Part 1910-268 – Telecommunications

OSHA of 1970, Public Law 91-596, 91 Congress, S.2193, 29 December 1970

AFI 10-701, Operational Security (OPSEC)

TIA-606-B Administration Standard for Telecommunications Infrastructure

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

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

Telecommunications

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

TIA-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 Plant Design Reference Manual

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2011) National Electrical Code

MINISTERIO DE INDUSTRIA, TURISMO Y COMERCIO

R.D. 842/2002 Reglamento Electrotécnico para Baja Tensión, texto refundido con las modificaciones realizadas por el R.D. 560/2010.

ASOCIACIÓN ESPAÑOLA DE NORMALIZACIÓN Y CERTIFICACIÓN. (AENOR)

UNE-EN 124 (1995), “Dispositivos de cubrimiento y de cierre para zonas de circulación utilizadas por peatones y vehículos. Principios de construcción, ensayos de tipo, marcado, control de calidad”.

4.2 Appendix B. List of Deliverables.

All deliverables are subject to Government acceptance and approval. They shall meet all standards and the requirements set forth in this SOO.

The Contractor shall submit the following deliverables:

Deliverable Data Item Title Due Date

1 As-Built Drawings (Reference 2.2.9) 30 days after final acceptance

2 Project (Installation) Schedule (Reference 2.2.7) 10 days after award

3 Test Plan (Reference 2.2.10) 10 days after award

4 Test Report (Reference 2.2.11) 10 days prior to final acceptance

4.3 Appendix C. Drawings.

Figures 1 to 4 detail fiber optics installation from building 110 to Non-nuclear Munitions Storage Area, or NMSA

(buildings 1012, 1015, 1016 and 1028).

48 Strand SM FOC

Figure 1

Figure 2 l See figure 4

48 Strand SM Fiber

48 Strand SM Fiber

Figure 3

Figure 4