LAK-DS-IAAFA-Fiber Install to 7358 and 7356 SOW_Draft.pdf

502 CS

LAK-DS-IAAFA-Fiber Install to 7358

& 7356 JBSA Lackland San Antonio TX

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STATEMENT OF WORK (SOW)

LAK-DS-IAAFA-Fiber Install to 7358 & 7356

JBSA-Lackland AFB. San Antonio TX

15 March 2024

U.S. Air Force 502d Communications Squadron Telecommunications Infrastructure

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Table of Contents

1.0 SCOPE

2.0 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 Project Residue

2.1.1.6 Traffic Control

2.1.2 Security Requirements

2.1.2.1 Secured Space Access

2.1.2.2 Operational Security (OPSEC)

2.1.3 Environmental Compliance

2.1.3.1 Soil Testing

2.1.3.2 Soil Removal

2.1.3.3 Texas Pollution Discharge Elimination System (TPDES)

2.1.4 Permits

2.1.5 Integrated Project Team (IPT)

2.1.6 Contractor Personnel

2.1.6.1 Project Management

2.1.6.2 Site Point of Contact (POC)

2.1.6.3 Personnel Requirements

2.1.6.4 Minimum Contractor Qualifications

2.1.7 Warranty

2.1.8 MANUALS AND PRACTICES

2.2 INSTALLATION REQUIRMENTS

2.2.1 Installation Standards

2.2.2 Underground Utilities Markings

2.2.3 Service Outages

2.2.4 Installation Schedules

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2.2.5 Measurements

2.2.6 Utility Separation

2.2.7 Paved Surface Crossings

2.2.8 Existing Maintenance Holes

2.2.9 Quality Control

2.2.9.1 Materials submittals/List of Material (LOM)

2.2.9.2 Installation Test Plan

2.2.9.3 Excavations

2.2.9.4 Duct Rodding & Proofing

2.2.9.5 Mule Tape

2.2.9.6 Fiber Optic/Copper Splices

2.2.9.7 Fiber Optic Terminations

2.2.9.8 Testing

2.2.9.9 Final Acceptance

2.2.10 Deliverable Summary

2.3 SPECIFIC REQUIREMENTS

2.3.1 Outside Plant Requirements

2.3.2 Requirement

2.3.2.1 Outside Plant Installation

2.3.2.2 Conduit Systems and Inner-ducts Installation (Not Applicable)

2.3.2.3 Fiber Optic Cable Installation

2.3.2.4 Building Termination

3.0 GENERAL INFORMATION

3.1 Period of Performance

3.2 Place of Performance

3.3 Hours of Operation

3.4 Holidays/Down Days

3.5 Base Support

4.0 LABOR STANDARDS (Not Applicable)

4.1 Service Labor Standard

5.0 APPENDICES

5.1 Appendix A. APPLICABLE STANDARDS

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5.2 Appendix B. List of Acronyms

5.3 Appendix C. Table of Deliverables

6.0 Drawings/Diagrams

6.1 Figure 1: Fiber Optic Cable Route from ITB 7065 to EB 7356 and EB 7358

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1.0 SCOPE

This SOW identifies the need for the installation of two 12-strand Single Mode (SM) all dielectric Fiber Optic Cable (FOC). Each 12 -strand SM FOC shall originate from Information Transfer Building (ITB) 7065. (1) 12-strand to Edge Building (EB) 7356 and (1) 12-strand to EB 7358 along with associated fiber optic distribution panels in ITB 7065, EB 7356, and EB 7358, plus all associated splicing and terminations. In addition to support the installation of the 12-strand to each EB, the Contractor shall install approximately 370 feet of three 3X3” (Total of 9) Geo-textile fabrics and a 19-inch wall mounted cabinet in each EB (2 Total).

2.0 GENERAL REQUIREMENTS

2.1.1 Safety Requirements

2.1.1.1 Site Coordination

The Contractor shall meet with the base safety officer immediately upon arrival on site for review of the specific safety requirements prior to installation. The 502 Communication Squadron (CS) Project Manager (PM) will coordinate meeting.

2.1.1.2 Confined Space

The Contractors and Sub-contractors entering spaces on JBSA-Lackland TX are responsible for the safety of their personnel and for their own permit space program as outlined in AFMAN 91- 203, dated 25 March 2022 (www.e-publishing.af.mil). 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 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 Base Point of Contact (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 workplace. Safety barriers shall be in place to protect unfinished work site at the end of the day. All open holes or trenches shall be completely enclosed by flexible orange construction safety fencing, or other safety barriers, at the end of the workday. 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 Project Residue

All residue from this project shall be disposed of off base and in accordance with Federal, State, local and base environmental laws, and regulations. All residue produced by horizontal directional boring

Page | 6 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, in accordance with (IAW) federal and state environmental laws and regulations. Under no circumstances will the contractor stage or store boring residue in slurry ponds or other containment areas on JBSA-Lackland

2.1.1.6 Traffic Control

In the event base vehicular traffic is to be disrupted by trenching or horizontal directional boring, the Contractor shall notify the 502 CS PM no later than (NLT) 21 calendar days in advance to inform base Security Forces and Emergency Services personnel 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 Secured Space Access

Stated work and associated products shall be performed at the UNCLASSIFIED level. However, some of this work may take place in secure areas where Contractor employees must be escorted at all times. The Contractor must coordinate access with the 502 CS PM to secure areas at least three (3) calendar days ahead of time. It is the Government’s responsibility to provide escorts.

2.1.2.2 Operational Security (OPSEC)

Network infrastructure drawings (MHDS, MH/HH locations, fiber paths, etc.) are on the 502 CS Critical Information List and must be protected. The Contractor shall take appropriate measures to protect detailed information pertaining to the Engineer, Furnish, Install and Test (EFI&T) effort, to include appropriate marking of documents as “Controlled Unclassified Information (CUI),” and ensuring limited distribution of documents and schematics/drawings to only those individuals with a valid need to know.

IAW AFI 10-701, OPSEC, date 23 July 2019 (www.e-publishing.af.mil). The contractor shall develop an OPSEC plan to ensure the protection of CUI data either furnished by the government or produced by the contractor. OPSEC plan should be available upon request.

2.1.3 Environmental Compliance

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 Contractor shall maintain an awareness of changing environmental regulatory requirements to avoid environmental deficiencies for activities on JBSA Lackland, TX. The Contractor shall ensure their Sub- contractors comply IAW JBSA Hazardous Waste Management Plan, Section 3.1.4.1 of the JBSA Environmental Specifications and any other regulations found under section 4.1 Appendix A.

2.1.3.1 Soil Testing

All excavated soil must be reused on site or removed from the installation at the completion of the project. No permanent stockpiling of soil is authorized. Based on characterization, soil must be transported to a disposal location approved by 802 CES/CRIE. Prior to soil removal contractor shall http://www.e-publishing.af.mil/

Page | 7 perform the following test methods and analytical parameters for every 200 cyd (cubic yard) of soil that is to be removed from JBSA:

a) RCRA 11 metals (method 3W 7000 series, Totals analysis and, TCLP extraction)

b) Organochlorine Pesticides/Polychlorinated Biphenyl (PCBs) (method SW 8080, total analysis and, TCLP extraction)

c) Semi-volatile organic Compounds (SVOCs) (method SW 8270, TCLP extraction)

d) Volatile Organic Compounds (VOCs) (method SW 8260 TCLP extraction)

e) e. Non-halogenated Organics (SW 8015, TCLP extraction)

f) Total Petroleum Hydrocarbons (TPH) (TX method 1005)

Contractor shall submit all analytical results to 802 CES/CEIE for review prior to removal of soil from area specific location. The contractor shall request and receive an approved digging permit prior to trenching and/or boring.

2.1.3.2 Soil Removal

Once the soil has been tested but prior to removal, the contractor must:

1. Submit to the Government Lab results for signature approval from the Hazardous Waste Program Manager

2. Submit signed Profile and Lab Results to Landfill for approval Hazardous Waste Program Manager

3. Once approved by Landfill pick up manifest and send to the Government for Hazardous Waste Program Manager Signature

4. Manage the waste.

5. Ensure that Hazardous Waste Program Manager receive the final Landfill signed copy.

2.1.3.3 Texas Pollution Discharge Elimination System (TPDES)

As required by Base Civil Engineer (BCE), The Contractor shall obtain approvals for TPDES under provisions of Section 402 of the Clean Water act and Chapter 26 of the Texas water Code. The storm water/environmental plan is the sole responsibility of the Contractor. Base Civil Engineering/CEV will review and advise to ensure minimum standards and storm water controls/BMPs are in place to ensure compliance. The Contractor shall implement storm water controls/BMPs to ensure sediment, as a result of storm water runoff, does not enter storm drainage channels and/or inlets.

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

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

The Contractor shall implement, monitor, and manage the National Pollution Discharge Elimination System (NPDES) Plan.

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2.1.4 Permits

The Contractor shall obtain, and process all permits as required to complete the work contemplated herein.

• AF Form 103, Base Civil Engineering Work Clearance Request (Digging permit), shall be submitted through base civil engineer 21 calendar days in advance of digging activities.

• AF Form 1024, Confined Spaces Entry Permit, shall be coordinated through base safety office 5 calendar days in advance. The Contractor shall be prepared to provide proof of their Confined Space Entry Safety training program, along with the AF Form 1024, to base safety.

• The Contractor shall trench, excavate, and mark and barricade open trenches IAW Occupational Safety & Health Administration (OSHA) CFR 29 Part 1926, Subpart P – Excavations.

• Install pull box and core drill through building, AF Civil Engineer Work Request shall be submitted through base civil engineer 21 calendar days in advance to receive approval to complete work.

• All utility markings, flags, etc. shall be maintained after initial identification. The Contractor is responsible for ensuring the AF Form 103 remains current. The contractor shall take precautions to protect existing utility/infrastructure. If existing utility is severed or damaged due to neglect or if attributed to the fault of the contractor, then the contractor shall repair and return the utility/infrastructure back to the same condition it was in prior to the damage.

2.1.5 Integrated Project Team (IPT)

The Contractor shall chair a weekly IPT meeting that includes Contractor representatives, the 502 CS PM, Contracting Officer, Contracting Specialist, and all other base stakeholders as requested. The Contractor shall provide an agenda and 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 no later than 24 hours after IPT meetings are held.

2.1.6 Contractor Personnel

2.1.6.1 Project Management

The Contractor shall provide the name and number of the Project Manager (PM) and alternate(s) responsible for contract performance and continuity to the Contracting Officer and the 502 CS PM no later than five (5) business days after award. The Contractor shall identify the Project Manager’s or alternate's range of authority to act for the Contractor relating to daily contract operation.

2.1.6.2 Site Point of Contact (POC)

The Contractor shall designate and provide the name and number of the Contractor's on-site team leader and alternate(s) as the Site POC for individual projects to the Contracting Officer and the 502 CS PM no later than five (5) business days after award. The Site POC or alternate(s) shall be on site during duty hours until project completion. The Site POC shall be the interface for all work site communications with the Government, including quality, safety, and discrepancy matters.

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2.1.6.3 Personnel Requirements

The Project Manager, Site POC, and respective alternate(s) shall be able to read, write, speak, and understand English.

2.1.6.4 Minimum Contractor Qualifications

At a minimum, the lead on-site installer will be BICSI certified for the work being performed (copper and/or fiber). Contractor will provide the certification to the Contracting Officer and the 502 CS PM no later than five (5) business days after receipt of award.

2.1.7 Warranty

The Contractor shall provide a one-year warranty. 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 or prior to site acceptance. The Contractor shall provide to the Government a 24-hour a day, 7 days a week point of contact for workmanship warranty.

2.1.8 Manuals and Practices

The Contractor shall provide the latest version of operation, installation, and maintenance manuals and practices/users guide for each system installed as provided by the original manufacturer with all new equipment to 502 CS PM at or prior to site acceptance.

2.2 INSTALLATION REQUIRMENTS

The Contractor shall install single mode (SM), all dielectric, loose buffer tube, water blocked, outside plant (OSP) cable suitable for underground applications. The intent is to install the cable in one continuous length, to the extent that it is practical. The cable 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 1550nm.

2.2.1 Installation Standards

The Contractor shall design and install Customer-Owned Outside Plant Telecommunications Infrastructure IAW with 21-010 USAISEC OUTSIDE PLANT DESIGN CRITERIA 20210729 26 Oct FINAL-REVISED Jan (002), BICSI OSPDRM and UFC 03-580-01. Any deviation from the above installation standards must be approved by the 502 CS Project Manager. Each cable installation and cut over shall be coordinated with the 502 CS Project Manager. The sequence of installation is at the Contractor’s discretion. Recommend for base standardization and maintenance to use Corning products or equivalent for fiber installation. Should the BICSI OSPDRM and USAISEC conflict, the USAISEC, will supersede.

2.2.2 Underground Utilities Markings

The Contractor shall coordinate with base agencies to ensure markings are placed over existing base infrastructure prior to digging or directional drilling and will take precautions to protect existing

Page | 10 infrastructure. Contractor shall be responsible for costs associated with repair of any damages caused during installation when the infrastructure is clearly marked. The AF Form 103 (digging permit) shall be submitted through Civil Engineering 21 calendar days in advance of digging activities.

Contractor is responsible for maintaining all markings.

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 that are properly identified. The Contractor shall coordinate planned outages with the site 502 CS Project Manager at least 30 duty days in advance of the outage if the implementation necessitates disruption of service, (e.g., communications, electrical, or other utilities).

2.2.4 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. The installation schedule will be a Technical Factor the contractor must submit with the proposal for review and acceptance.

2.2.5 Measurements

Distances provided in this document are approximations and should NOT be used for ordering materials (cable, ducts, inner duct, etc.) or determining duct lengths. Contractor is required to perform their own measurement prior to installation and ordering of materials to determine exact distances.

2.2.6 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.

2.2.7 Paved Surface Crossings

The Contractor shall cut and restore, bore, or punch in order to cross paved surfaces. Paved surfaces may be asphalt, concrete, brick, or some type of paving stone. Paved surfaces include roads, driveways, sidewalks, and parking lots. Paved surface crossings shall be IAW guidelines set forth by the base civil engineer (BCE). At a minimum, grade of Polyvinyl Chloride (PVC) conduit at open trench paved surface crossings, or crossings which are planned for paving in the future, shall be Schedule 40 and shall be concrete encased. If horizontal directional drilling (HDD) is used, then it will be in compliance with commonly accepted telecommunications industry standards and practices relative to the installation, stabilization, and protection of conduits through a bore under a paved surface.

2.2.8 Existing Maintenance Holes

The Contractor shall be responsible for pumping out maintenance holes/hand holes. Water, Mud and Debris from maintenance holes/hand holes shall be disposed of in accordance with Texas Pollution Discharge Elimination System (TPDES). Please see section 2.1.3.3 of this SOW.

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2.2.9 Quality Control

Contractor shall conduct quality control and support the government through various inspections during this project. The contractor will provide or support the following “must see” section milestones through the installation of this project:

2.2.9.1 Materials Submittals/List of Material (LOM)

The Contractor shall provide a complete list of material to include type/brand as identified in this Statement of Work that will be utilized/installed to complete this requirement. The LOM will be a subfactor list with the technical narrative the contractor must submit with the proposal for review and acceptance ten (10) business days prior to start of project.

2.2.9.2 Installation Test Plan

The Contractor shall provide a test plan to the 502 CS PM 10-days prior to starting installation, to how the system shall be pre-tested, in-progress-tested, post-tested and cut-over plan to demonstrate to the Government that the system is fully operational and meets or exceeds the specified requirements and that the system is fully ready to be placed into service. The Contractor shall test the system to demonstrate its proper performance to the Government quality assurance representative. These tests shall be accomplished prior to the system being placed into service.

2.2.9.3 Excavations

All excavations shall be inspected for compliance with applicable installation and safety directives.

After material is placed, the contractor shall inspect and document the installation. The contractor will notify the 502 CS Project Manager, NLT 3 duty days, prior to backfilling to allow the 502 CS Quality Assurance (QA) to inspect the installation for approval. All QA discrepancies noted must be corrected prior to the contractor backfilling.

2.2.9.3.1 Site Restoration/Debris Removal

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

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

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

2.2.9.4 Duct Rodding & Proofing

502 CS Quality Assurance (QA) will inspect the installation of all newly installed ducts for rodding and proofing and ensure compliance with the installation standards in section 2.2.1 Installation Standards of

Page | 12 this SOW. Contractor will schedule QA inspection with 502 CS PM NLT 3 duty days prior to desired inspection date.

2.2.9.5 Mule Tape

The Contractor will install mule tape in any vacant newly installed conduit. The government will verify installation.

2.2.9.6 Fiber Optic/Copper Splices

The Government quality inspector shall have the opportunity to inspect the inside of the splice case before closure pressure testing w/ “dry air” is performed. A coil of 50 feet of cable shall be provided on each cable entering and leaving a splice case in a MH or HH. Intermediate cable splices shall be minimized and consist of fusion splices in a high quality re-enterable splice case. 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.

All 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 all splicing and terminations of fiber optic cable.

2.2.9.7 Fiber Optic Terminations

Newly installed fiber optic cables (FOC) shall be terminated on new fiber optic distribution panels using no shorter than, LC-47’’ fan-Out Kit splice on connector method (as directed by 502nd CS).

Distribution panels shall be designed for rack mounting in 19-in (48 cm) racks or wall mounted as required. Panels shall be sized accordingly to cable and method of termination.

2.2.9.8 Testing

The Contractor shall furnish all test equipment and personnel required to conduct testing. The Contractor shall record all inspections and tests as they are accomplished and make all test sheets/results available for 502 CS representative as tests are completed. The Contractor shall notify the 502 CS 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 and the testing requirements listed in 21-010 USAISEC sections 4.2.9 and 4.3.9. The Contractor shall provide test reports to the 502 CS PM within 10 calendar days of completing the testing. Contractor is required to locate/repair any testing irregularities if caused by the installation at the contractor’s own cost. Any splicer’s errors detected shall be corrected in the splice in which they were made. In the event fiber needs to be repaired after installation, a retest of all strands (not just the repaired strands) will be required. 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.

2.2.9.8.1 Copper Testing (Not Applicable)

2.2.9.8.2 Fiber Optic Cable Tests

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All strands of all fiber optic cables shall be tested IAW 21-010 USAISEC section 4.3.9. 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 fiber optic distribution panel (FODP)s, bi- directional testing at 1310 nm and 1550 nm is required. OTDR will have minimum 500 ft “launch cable” at both ends of cable.

NOTE: Testing of the Fiber Optic Cables on the reel shall be provided to the 502 CS PM 14 calendar days prior to installation. All Test report will be in a sortable format and must show test measurement values and distances.

2.2.9.8.3 Evaluating Existing Cable/Testing New Cable

When the installation includes work on an existing cable, the installer shall test all affected pairs/strands before completing any throws or splices. A list of the defective pairs shall be submitted to the 502 CS PM within 72 hours of discovering defects before the work proceeds. After the cable work is completed, the installer shall test all affected cable pairs/strands. The installer shall also clear trouble on any existing pairs that were not on the original list.

2.2.9.9 Final Acceptance

Final acceptance tests for both fiber optic cable facilities installed will be performed in accordance with 21-010 USAISEC sections 4.2.9 and 4.3.9, and a 502 CS PM must be present at time of testing.

Contractor shall calculate passive Cable System Attenuation loss on the link(s) being installed.

Calculated loss will total the sum of fiber cable attenuation coefficient (db/km) X Length (km), connector attenuation (db), and splice attenuation (db). This calculated loss shall accompany test readings and will be the maximum acceptable reading for the Government. All test results must be reviewed and approved by the assigned 502CS/QA representative prior to completion of this project.

Any identified test results not meeting industry standards must be corrected, retested, and resubmitted to the official QA representatives for final review prior to payment by the US Government.

The contractor shall schedule final testing 72hrs in advance. Test equipment used will have a calibration certificate indicating calibration was completed within one year. The calibration certificate will be provided at time of testing. Final acceptance will be scheduled 72-hrs in advance.

2.2.9.9.1 Acceptance/Installation Test Report

The Contractor shall provide an installation test report of the results of the testing accomplished under the installation test plan. Test Report(s) shall be provided to the Government no later than 10 calendar days after test(s) have been completed. Format of test report will be included in Test Plan for approval. Test report must be in a sortable format and must match time and date when test was completed.

2.2.9.9.2 As-Built Drawings

The 502nd CS shall supply existing system drawings if available. Contractor shall provide as-builts drawing 10 Days prior to the final government inspection of MH/Telecommunication Room (TR). The Contractor shall provide updated drawings in Visio for building, rack elevation and OSP. OSP shall

Page | 14 additionally be provided in PDF format. These drawings shall depict the entire pathway and details of the installation, including but not limited to labeling, cables, innerducts and maintenance holes/handholes, conduits, maintenance loops, distances, bores, trenches, building entrances. Detailed butterfly drawings will also be required. If the existing cable diagram or butterfly drawings are not available; the contractor shall create the missing cable diagram/ butterfly drawings to include all the components used in this project. The Contractor shall record/deliver geospatial data of new outside plant distribution system.

2.2.9.9.3 Geospatial Deliverable

The Contractor shall record geospatial data and provide as-built documentation (shape files) of all new installed MH system 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 holes 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 upon project completion. Files shall be submitted prior to payment of completion of work to 502 CS PM.

2.2.10 Deliverable Summary

All deliverables are subject to Government acceptance and approval. They shall meet professional standards and the requirements set forth in this Task Order. All deliverables shall be produced using recommended software tools/versions as accepted by the Government. Reference 5.3 Appendix C. Table of Deliverables of this SOW.

2.3 SPECIFIC REQUIREMENTS

The Contractor shall provide all equipment, tools, materials, supplies, transportation, labor, supervision, management, and other incidentals necessary to meet the requirements as stated in this SOW. The Contractor shall comply with the current TIA telecommunication installation and testing commercial standard and base installation standards. All equipment, supplies, and materials provided shall be new and not refurbished. The Contractor will install single mode (SM), loose buffer tube, water blocked, outside plant (OSP) fiber optic cable (FOC) suitable for underground applications. The intent is to install the cable in one continuous length, to the extent that it is practical. The cable will meet RUS 7 CFR

1755.900 criteria; will comply with industry standards with regard to manufacturers’ cable marking, jacket, rip cords, water blocking, fiber color coding, jacketing materials, etc. In addition, the FOC will comply with industry standards with regard to mode field diameter, core cladding concentricity, attenuation, and dispersion characteristics at 1310 nm and 1550nm.

2.3.1 Outside Plant Requirements

This section describes the underground maintenance hole/conduit system, flexible geotextile multiple cell fabric inner-duct and fiber optic cable installation requirements. The Contractor shall design and

Page | 15 install Customer-Owned “Outside Plant Telecommunications Infrastructure” in according with 21-010 USAISEC and BICSI OSPDM. Each cable installation shall be coordinated with the 502nd CS so that the impact on the building users is properly coordinated. The sequence of installation is at the Contractor’s discretion.

See Project Sketches In section 6.0 Drawings/Diagrams below for reference and estimated distances of existing and proposed infrastructure and cables routes. This is only a proposed solution. The Contractor is free to make any recommendations pertaining to the accomplishment of this requirement in their proposal.

2.3.2 Requirement

The Contractor shall EF&I one (1) 12-strand SM all dielectric FOC each from ITB 7065 to EB 7356 and EB 7358 along with associated fiber optic distribution panels in ITB 7065, EB 7356, and EB 7358 plus all associated splicing and terminations. In addition to support the installation of the 12-strand to each End Building, the Contractor shall install approximately 370 feet of three 3X3” (Total of 9) Geo-textile fabrics and (2) new 19-inch wall mounted cabinets.

2.3.2.1 Outside Plant Installation

The Contractor shall install the following new infrastructure; three 3 X 3” Geo-textile fabrics approximately 370 feet, each new 3-cell shall have a separate thread color and one shall be detectable.

(2) new 19-inch wall mount cabinets, one (1) 24 ports Fiber Optic Distribution Panel (FODP), and two

(2) 12 ports FODPs.

2.3.2.2 Conduit Systems and Inner-ducts Installation (Not Applicable)

2.3.2.2.1 Maintenance Hole (Not Applicable)

2.3.2.2.2 Duct Bank Infrastructure (Not Applicable)

2.3.2.2.3 New Metallic Conduit Infrastructure (Not Applicable)

2.3.2.2.4 Geo- textile Fabric Installation

Install approximately 370 feet of Geo-textile fabrics IAW the following Table:

From To Approx.

Distance

(Feet) Quantity

Notes

LMH-076A2 LMH-076A1 370 3 Install three-3x3” Geo- textile fabrics (one is detectable type) in the vacant 4” conduit. Each new 3-cell shall have a separate thread color

Note: Distances are approximate. The contractor must measure and verify all distances prior to installation. The contractor shall provide a minimum of 72hrs notice to the SCXP Project Manager prior to working in all manholes and ITBs/EBs. The 72hr window allows for scheduling

Page | 16 of necessary escorts. Failure to provide the minimum time required could result in project delay at the contractor’s expense.

2.3.2.3 Fiber Optic Cable Installation

2.3.2.3.1 Fiber Optic Cable Between ITB 7065 and LMH-076A1

The Contractor shall install approximately 1850 feet of 24-strand SM all dielectric FOC from ITB 7065 through LMH-074A, LMH-075, LMH-076, and LMH-076A to LMH-076A1. See section 6.0 Drawing/Diagrams.

2.3.2.3.2 Fiber Optic Cable between EB 7356 and LMH-076A1

The Contractor shall install approximately 300 feet of 12-strand SM all dielectric FOC from EB 7356 through LMH-076A2 to LMH-076A1. Splice the 12-strand FOC to the 24-strand FOC coming from ITB 7065 into LMH-076A1. See section 6.0 Drawing/Diagrams.

2.3.2.3.3 Fiber Optic Cable between LMH-076A2 to LMH-076A1

The Contractor shall install approximately 300 feet of 12-strand SM all dielectric FOC from EB 7356 through LMH-076A2 to LMH-076A1. Splice the 12-strand FOC to the 24-strand FOC coming from ITB 7065 into LMH-076A1. See section 6.0 Drawing/Diagrams.

2.3.2.3.4 Fiber Optic Cable between EB 7358 and LMH-076A1

The Contractor shall install approximately 660 feet of 12-strand SM all dielectric FOC from ITB 7358 through LMH-076A3 to LMH-076A1. Splice the 12-strand FOC to the 24-strand FOC coming from ITB 7065 into LMH-076A1. See section 6.0 Drawing/Diagrams.

Note: All fiber optic cables will be installed in new or existing innerduct.

FROM TO

Approx.

Distance

(Feet) Notes

ITB 7065 LMH-076A1 1850 12-strand SM dielectric FOC

EB 7356 LMH-076A1 300 12-strand SM dielectric FOC

LMH-076A2 LMH-076A1 300 12-strand SM dielectric FOC

EB 7358 LMH-076A1 660 12-strand SM dielectric FOC

2.3.2.4 Building Termination

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The Contractor will install the following FODPs. Coordinate with 502 CS for location:

2.3.2.4.1 ITB 7065

The Contractor shall install one (1) 24-port Fiber Optic Distribution Panel (FODP) on existing rack in the Comm. Room of ITB 7065. Terminate the 24-strand SM all dielectric FOC to the FODP using cassettes with LC type connectors. Verify the locations of the equipment rack and the FODP with 502d

CS.

2.3.2.4.2 EB 7356

The Contractor shall install one fire rated ¾ inch plywood backboard, one new 19-inch wall mounted cabinet, and one (1) 12-port Fiber Optic Distribution Panel (FODP) in the new cabinet in the Comm.

Room (located in basement of facility, no room number associated) of EB 7356. Install new plenum rated inner-duct to install FOC up to FODP Terminate the 12-strand SM all dielectric FOC to the FODP using cassettes with LC type connectors. Location of cabinets have been identified and marked in Comm. room.

2.3.2.4.3 EB 7358

The Contractor shall install one fire rated ¾ inch plywood backboard, one new 19-inch wall mounted cabinet, and one (1) 12-port Fiber Optic Distribution Panel (FODP) in the new cabinet in the Comm.

Room (located in basement of facility, no room number associated) of EB 7358. Terminate the 12-strand SM all dielectric FOC to the FODP using cassettes with LC type connectors. Location of cabinets have been identified and marked in Comm. room.

3.0 GENERAL INFORMATION

3.1 Period of Performance

The period of performance shall not exceed 120 days (4 months) from start of installation. The Contractor shall be allotted sufficient and reasonable time to obtain materials during supply- chain shortages. The Contractor shall notify the Contracting Officer of any materials deliveries estimated to be more than 30 days, without exception. The time stated for completion includes final cleanup of the premises testing and approval of testing, and submission of all required deliverable per SOW.

3.2 Place of Performance

The place of performance is JBSA-Lackland, TX.

3.3 Hours of Operation

The Contractor shall routinely work during normal duty hours M-F 0730 to 1630 hrs. However, mission requirements may necessitate work outside normal hours (nights and/or weekends), especially if existing service must be interrupted. Any site work requested outside of normal duty hours must be requested by the Contractor directly to the Contracting Officer, for approval. The Contracting Officer will consult with BCE on mission capability prior to approval of any unscheduled work.

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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.

Federal Holidays AETC Family Days 1 January 24 Monday 2 January 24 Tuesday 15 January 24 Monday 24 May 24 Friday 19 February 24 Monday 5 July 24 Friday 27 May 24 Monday 30 August 24 Friday 19 June 24 Wednesday 29 November 24 Friday 4 July 24 Thursday 24 December 24 Tuesday 2 September 24 Monday 31 December 24 Tuesday 14 October 24 Monday 11 November24 Monday 28 November 24 Thursday 25 December 24 Wednesday

3.5 Base Support

If contractor requires a base laydown area for materials coordination with the 502 CS PM and approval through the base civil engineer group must occur. Contractor must submit request at least 30 days prior to required laydown date.

4.0 LABOR STANDARDS

4.1 Construction Labor Standards (Not Applicable)

4.2 Service Labor Standard

The applicable Service Contract Act (SCA) wage determination applies to this requirement.

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5.0 APPENDICES

5.1 Appendix A. APPLICABLE STANDARDS

AFMAN 91-203 Air Force Occupational Safety Fire and Health Standards

AFI 91-203 – Air Force Consolidated Occupational Safety Instruction OSHA CFR 29 Part 1910-268 – Telecommunications OSHA CFR 29 Part 1926, Subpart P – Excavations

Telecommunications Outside Plant Planning and Design Criteria (T-OSP-PDC) TR No. ELIE- ISE-FH 21-010

Unified Facilities Criteria (UFC) – 3-580-01 Change 1, 01 Jun 2016 Unified Facilities Criteria 3-260-01

JBSA Hazardous Waste Management Plan, Section 3.1.4.1

BICSI – Outside Plan Design Reference Manual (OSPDRM)

TIA 607 D Generic Telecommunications Bonding and Grounding (Earthing) for Customer Premises

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5.2 Appendix B. List of Acronyms

Approx. Approximately

BCE Base Civil Engineering

CDRL Contract Deliverable

CIPS Cyberspace Infrastructure Planning System

CUI Controlled Unclassified Information

CS Communications Squadron

CVC CIPS Visualization Component

EFI&T Engineer, Furnish, Install and Test

FOC Fiber Optic Cable

FODP Fiber Optic Distribution Panels

FY Fiscal Year

IAW In Accordance With

IPT Integrated Process Team

MH Maintenance Hole

NLT No Later Than

NPDES National Pollution Discharge Elimination System

OPSEC Operational Security

OSHA Occupational Safety & Health Administration

OSP Outside Plant

PDF Portable Document Format

PM Project Manager

POC Point of Contact

PVC Polyvinyl Chloride

QA Quality Assurance

Qty Quantity

SCA Service Contract Act

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SM Single Mode

Sub Sub-Contractor

SWPPP Storm Water Pollution Prevention Plan

TPDES Texas Pollution Discharge Elimination System

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5.3 Appendix C. Table of Deliverables

SOW Reference Contract Deliverable Time Frame Submitted To

2.1.3.1 Soil Testing Contractor shall submit all

analytical results to 802 CES/CEIE for review prior to removal of soil from area specific location.

Prior to removal of soil from area specific location.

802 CES/CEIE

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2.1.3.2 Soil Removal 1. Submit to the

Government Lab results for signature approval from the Hazardous Waste Program Manager

2. Submit signed Profile and Lab Results to Landfill for approval Hazardous Waste Program Manager

3. Once approved by Landfill p/u manifest and send to the Government for Hazardous Waste Program Manager Signature

4. Manage the waste

5. Ensure that Hazardous Waste Program Manager receive the final Landfill signed copy.

Prior to removal of soil from area specific location.

802 CES/CEIE

2.1.3.3 Texas Pollution

Discharge Elimination System (TPDES)

Identify TPDES preparations and/or the storm water/environmental plan.

The Contractor shall review the TPDES requirements applicable to the base;

develop a plan to comply with the TPDES; obtain approval of the TPDES plan from all appropriate government agencies; and comply with any other applicable state requirements for construction.

The Contractor shall conduct an initial meeting within 10 days of the Contractor site survey with the base environmental office.

802 CES

2.1.4 Permits AF Form 103 (Digging

permit) shall be submitted before digging activities. (if applicable)

21 calendar days in advance of digging activities

802 CES

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2.1.4 Permits The Contractor shall be

prepared to coordinate and provide AF Form 1024 (Confined Spaces Entry Permit) along with proof of Confined Space Entry Safety training program completion. (if applicable)

5 calendar days in advance of confined spaces entry

Base Safety Officer

2.1.4 Permits AF Civil Engineer Work

Request shall be submitted to receive approval to complete work.

21 calendar days in advance

802 CES

2.1.5 Integrated Project

Team

The Contractor shall record and distribute IPT meeting minutes.

No later than 24 hours after IPT meetings

All IPT attendees

2.1.6.1 Project

Management

The Contractor shall provide the name, number, and range of authority of the Project Manager and alternate(s) responsible for contract performance and continuity.

No later than 5 business days after award

Contracting Officer and

502 CS PM

2.1.6.2 Site Point of

Contact (POC)

The Contractor shall provide the name and number of the Contractor’s on-site team leader and alternate(s) as the Site POC.

No later than 5 business days after award

Contracting Officer and

502 CS PM

2.1.6.4 Minimum

Contractor Qualifications

The Contractor shall provide the BICSI certification.

No later than 5 business days after receipt of award

Contracting Officer and

502 CS PM

2.1.7 Warranty The Contractor shall

provide written procedures and required information for warranty services and a 24/7 point of contact for workmanship warranty

At or prior to site acceptance.

502 CS PM

2.1.8 Manuals and

Practices.

The Contractor shall provide the latest version of operation, installation, and maintenance manuals and practices/users guide for each system installed as provided by the original manufacturer with all new equipment.

At or prior to site acceptance.

502 CS PM

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2.2.4 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.

The contractor’s Installation Schedule will be a Technical Factor the contractor must submit with the proposal for End User's review and acceptance.

502 CS PM

2.2.9.1 Materials

Submittals/List of Material

(LOM)

The Contractor shall provide a LOM of all materials including type/brand that will be utilized/installed to complete this requirement.

10 business days prior to start of project

502 CS PM

2.2.9.2 Installation Test

Plan

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

10-days prior to starting installation

502 CS PM

2.2.9.8 Testing. The Contractor shall

provide test reports.

Within 10 calendar days of completing the testing

502 CS PM

2.2.9.8.2 Fiber Optic Cable

Tests

The Contractor shall provide a test report of the Fiber Optic Cables on the reel.

14 calendar days prior to installation

502 CS PM

2.2.9.8.3 Evaluating

Existing Cable/Testing New Cable

The Contractor shall provide (if applicable) a list of defective pairs/strands.

Within 72 hours of discovering defects before work proceeds

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2.2.9.9 Final Acceptance The Contractor shall

provide a calibration certificate for the test equipment indicating calibration was completed within one year.

At the time of testing 502 CS PM

2.2.9.9.1 Acceptance/Installation Test Report

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

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

502 CS PM

2.2.9.9.2 As-Built

Drawings

The Contractor shall provide updated drawings in Visio for building, rack elevation, and OSP.

Detailed butterfly drawings and geospatial data shall also be provided.

10 Days prior to the final government inspection of MH/Telecommunicatio n Room (TR).

502 CS PM

2.2.9.9.3 Geospatial

Deliverable.

The Contractor shall record geospatial data and provide as-built documentation (shape files) of all new installed MH system components (including metadata) compatible with the Cyberspace Infrastructure Planning System (CIPS) Visualization Component (CVC) drawing system.

Files shall be submitted upon project completion prior to payment of completion of work.

502 CS PM

3.5 Base Support The Contractor shall submit

a request for base laydown area for materials (if needed).

Submit at least 30- days prior to required date and 802 CES

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6.0 Drawings/Diagrams

6.1 Figure 1: Fiber Optic Cable Route from ITB 7065 to EB 7356 and EB 7358.

2.2.10 Deliverable Summary