Attachment 1 - PWS.pdf

CUI

Performance Work Statement (PWS)

For

OSP FOC SM 48 Strand Diversity Route from ITB 1876 to ITB 1038 and ITB 1876 to ITB 1 at

Peterson Space Force Base (SFB), CO

11 May 2026

Prepared By

38 ES/ENPC

4064 Hilltop Road Tinker AFB OK 73145-2713

Table of Contents

1. SCOPE 4

2. REQUIREMENTS 4

2.1. GENERAL REQUIREMENTS 4

2.1.1. Safety Requirements 4

2.1.2. Site Coordination 4

2.1.2.1. Confined Space 4

2.1.2.2. Accident/Incident Reporting and Investigation 4

2.1.2.3. Work Area(s) 4

2.1.2.4. Traffic control 4

2.1.3. Security Requirements 4

2.1.3.1. Security Clearances 5

2.1.4. Environmental Compliance 5

2.1.5. Permits 5

2.1.6. Integrated Process Team (IPT) 5

2.1.7. Quality Assurance 5

2.1.8. Contractor Personnel 6

2.1.8.1. Project Management 6

2.1.8.2. Site Point of Contact (POC) 6

2.1.8.3. Personnel Requirements 6

2.1.9. System for Award Management (SAM) 6

2.1.10. Warranty 6

2.2. SPECIFIC REQUIREMENTS 6

2.2.1. Maintenance Holes (MHs) and Hand Holes (HHs) 6

2.2.2. Measurements 7

2.2.3. Splice Conductors 7

2.2.4. Cable Racks and Cable Rack Supports 7

2.2.5. Labeling 7

2.2.6. Cable Tags 7

2.2.7. Pulling Tape 8

2.2.8. Cable Terminations 8

2.2.9. FOC Maintenance Loop(s) 8

2.2.10. Hand Holes (HH) (N/A) 8

2.2.11. Grounding 8

2.2.12. Underground Conduit System 8

2.2.12.1. Composition. 8

2.2.12.1.1. Typical Situations 8

2.2.12.1.2. Unique/Site Specific Situations 8

2.2.12.2. Installation 9

2.2.12.3. Bends and Sealing 9

2.2.12.4. Utility Separation 9

2.2.12.5. Spacers and Tracer Wire 9

2.2.12.6. Entrance Conduits into Existing Maintenance Holes 9

2.2.12.7. Excavation/Building Penetrations 10

2.2.13. Outside Plant Installation 10

2.2.13.1. Infrastructure Installation 10

2.2.13.1.1. Maintenance Holes (MH) 10

2.2.13.1.2. Ductbank Infrastructure 10

2.2.13.1.3. Geo-textile Fabric Installation 10

2.2.13.2. Fiber Optic Cable Installation 11

2.2.13.2.1. Fiber Optic Cable Between ITB 1876 and ITB 1038. 11

2.2.13.2.2. ITB 1876 11

2.2.13.2.3. ITB 1038 11

2.2.14. Site Restoration/Debris Removal 11

2.2.15. Service Outages 12

2.2.16. Identification/Marking 12

2.2.17. Installation Schedules 12

2.2.18. Weekly Status Reports 12

2.2.19. As-Built Drawings 12

2.2.20. Test and Acceptance/Installation Test Plan 12

2.2.21. Acceptance/Installation Test Report 12

2.2.22. Final Acceptance 13

2.2.23. As-Built Documentation in CVC 13

3. GENERAL INFORMATION 13

3.1. Period of Performance 13

3.2. Place of Performance 13

3.3. Hours of Operation 13

3.4. Holidays/Down Days 13

3.5. Base Support 13

3.6. Minimum Contractor Qualifications. 13

4. Service Summary (SS)

4.1. Service Summary 15

APPENDIX A: APPLICABLE STANDARDS 16

APPENDIX B: DELIVERABLES 17

APPENDIX C: LIST OF ACRONYMS 18

APPENDIX D: DRAWINGS 20

APPENDIX E: DRAWINGS 21

1. SCOPE

This PWS defines the requirement for the Contractor to engineer, furnish, install and test (EFI&T) 48-strand single mode (SM) fiber optic cable (FOC) from Information Transfer Building (ITB) 1876 to ITB 1038 (IAW Appendix D) and Building (ITB) 1876 to ITB 1 (IAW Appendix E) and associated terminating equipment. 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 PWS. All electronics equipment, supplies, and materials to be installed shall be new and not refurbished. A basic schedule or timeline will be provided at the in-brief to start the contract.

2. REQUIREMENTS

2.1.1. Safety Requirements

2.1.2. 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.

2.1.2.1. Confined Space

The Contractors entering manholeson Peterson SFB are responsible for the safety of their personnel and for their own confined spaces permit program as outlined in AFI 91-203. All confined space operations must be coordinated with the Base Safety Office prior to start work.

2.1.2.2. Accident/Incident Reporting and Investigation

The Contractor shall record and report all available facts relating to each instance of injury to the Base Safety Office. 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.

2.1.2.3. 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 sites 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. 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.

2.1.2.4. Traffic control

In the event base vehicular traffic is to be disrupted by trenching or horizontal directional boring, the Contractor shall make appropriate notifications NLT 10 calendar days in advance to 21 CS/SCXP of the planned disruptions and receive approval from 21 CES 14 days out.

2.1.3. Security Requirements

The Contractor shall process and provide a Site Visit Request Letter to 21 CS/SCXP within 10 calendar days after site walk for all contractor personnel expected to need base access. This spreadsheet shall identify the names (as shown on the driver’s license), driver’s license numbers and state of issue, and birth date of the personnel who will be performing work under this PWS, company name, address, phone number and contract number, start date and end date. This information is required to grant access to the base. The Contractor shall provide identification badges for their employees. All Contractor personnel 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 base regulations.

2.1.3.1. Security Clearances

Stated work and associated products shall be performed at the UNCLASSIFIED level. However, some of this work will take place in secure areas where Contractor employees must be escorted at all times. The Contractor must coordinate access to secure areas at least 24 hours ahead of time with the 21 CS/SCX PM. It is the Government's responsibility to provide escorts.

2.1.4. 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 (Appendix A). 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 Peterson SFB.

2.1.5. Permits

The Contractor shall complete, and process all permits required to complete the installation prior to any trenching, or modifications to a facility, maintenance hole or hand hole; for example, the Base Civil Engineering Work Clearance Request, a digging permit, (AF Form 103) and Base Civil Engineer Work Request (AF Form 332). AF Form 103 and AF Form 332 shall be submitted in accordance with (IAW) local procedures. All utility markings, flags, etc. shall be maintained by the contractor after the responsible work center/shop identifies/locates them. If a utility is severed or damaged due to neglect or if attributed to the fault of the contractor, then the contractor shall repair and return the utility back to the same condition it was in prior to the damage. The form(s)/permits shall be submitted within 10 calendar days after initial site-walk.

2.1.6. Integrated Process Team (IPT)

The Contractor shall chair and coordinate a weekly IPT meeting that includes Contractor representatives, the 38 ES Cyberspace Integrator-Base (CSI-B), the 38 ES System Engineer (SE), 38 ES Project Manager, the 21 CS/SCXP Project Manager (PM), and other base personnel as required. The Contractor shall provide an agenda and a worldwide “Meet Me” teleconference capability for the duration of the project. The purpose of the IPT meeting is to discuss project progress, problems being encountered, and other information necessary/beneficial to ensure success and timely completion of contract requirements. The Contractor shall record meeting minutes and distribute to the attendees NLT 4 calendar days after each meeting.

2.1.7. Quality Assurance

The Contractor shall provide Quality Assurance Support for the 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 shall be submitted via email, using Microsoft word format, indicating progress/status and listing any deficiencies/discrepancies found and actions to correct them.

2.1.8. Contractor Personnel

2.1.8.1. Project Management

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

2.1.8.2. Site Point of Contact (POC)

The Contractor shall designate the Contractor's on-site team leader and alternate(s) as the Site POC for individual projects in their Site Visit Request Letter. The Site POC or alternate(s) may be on site anytime during duty hours (0700-1800) until project completion and shall oversee all facets of the installation tasks. The Site POC shall be the interface for all work site communications with the Government, including quality, safety, and discrepancy matters.

2.1.8.3. Personnel Requirements

All contractor personnel shall be able to read, write, speak, and understand English. All reporting and documentation shall be in English.

2.1.9. Warranty

The Contractor shall provide a one-year warranty or manufacturer’s standard commercial warranty, whichever is longer. This warranty shall include a one-year workmanship 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.

2.2. SPECIFIC REQUIREMENTS FOR ITB 1876 to ITB 1038

The Contractor shall EF&I one 48-strand SM FOC from ITB 1876 to ITB 1038 along with associated fiber optic distribution panels (FODPs) in ITB 1876 and ITB 1038 plus all associated splicing and terminations. In addition to support the installation of the SM FOC to these buildings, the Contractor shall install approximately 620 feet of one 4” conduit, and 680 feet of one 3X3” (Total of 3) Geo-textile fabrics.

2.3. SPECIFIC REQUIREMENTS FOR ITB 1876 to ITB 1

The Contractor shall EF&I one 48-strand SM FOC from ITB 1876 to ITB 1 along with associated FODPs in ITB 1876 and ITB 1 plus all associated splicing and terminations. In addition to support the installation of the SM FOC to these buildings, the Contractor shall install 3 new manholes, approximately 2390 feet of one 4” conduit, and 2450 feet of one 3X3” (Total of 3) Geo-textile fabrics.

2.3.1. Maintenance Holes (MHs) and Hand Holes (HHs)

The Contractor shall pump out water any water in all MHs and HHs. Water shall be drained IAW BCE and base environmental requirements.

2.3.2. Measurements

Any distances provided in this PWS are approximated and should NOT be used for ordering materials or determining duct lengths. Contractor is encouraged to attend solicitation site visit to validate distances and will responsible for providing all materials required for all requirements of this PWS. There will be no price adjustments for incorrect distances.

2.3.3. Splice Conductors

All fiber splicing shall be performed in accordance with Rural Utilities Service Bulletin (RUS) Bulletin 1735F-401, Standards for Splicing Copper and Fiber Cable. The fusion splice method shall be used for all splicing and terminations of fiber optic cable. Fiber optic cables shall be terminated via fusion splice to pigtails with LC connectors.

2.3.4. Cable Racks and Cable Rack Supports

Cable racks shall be installed in maintenance holes and hand holes. 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.

2.3.5. Labeling

The Contractor shall label all equipment and cables they install, and cables identified for re-use IAW TIA-606-B-2012. New ducts shall be permanently labeled on the wall of each building/maintenance hole indicating the connecting building/maintenance hole at the other end of the duct (for example, “To MH-200”). Tagging and labeling of new cables shall be IAW the following:

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).

Line Two: 1234-5678 = From-To Building numbers. 1-148 = Cable/strand Count.

2.3.6. 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. See Para 2.2.5 (above) for nomenclature for tagging.

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

2.3.8. Cable Terminations

Fiber optic cables shall be terminated via fusion splice to pigtails with LC connectors. The pigtails shall be sized the same as the OSP fiber they are spliced to, i.e., 125/8.3 micron to 125/8.3 micron. The pigtails shall be duplex (or simplex) unless otherwise agreed to by 21

CS/SCXP.

2.3.9. FOC Maintenance Loop(s)

The Contractor shall install a minimum of a 50-foot fiber optic cable maintenance loop at the first MH from the building, at every splice point MH location and at every 3rd MH in the route.

The maintenance loop slack shall be properly labeled, securely supported to the cable ladder and off the MH floor.

2.3.10. Hand Holes (HH) (N/A)

Unless otherwise stated, HH shall have a minimum interior dimension of 4 feet W x 4 feet L x 4 feet H. HH shall be furnished with cable racks and a grounding system. HH shall meet the requirements of TIA -758A, paragraph 4.2.2.

2.3.11. Grounding

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

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

Reference ANSI/TIA 607.

2.3.12. Underground Conduit System

2.3.12.1. Composition.

2.3.12.1.1. Typical Situations

The ducts shall be 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. 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. In addition, the Contractor shall adhere to any additional Host Base/site specific requirements.

2.3.12.1.2. Unique/Site Specific Situations

The ducts shall be 4-inch inside diameter (I.D.) round or metric equivalent. The ducts shall be made of EPC-80-PVC (Schedule 80) IAW NEMA TC-2; high density polyethylene (HDPE) SIDR 13.5, Galvanized Iron Pipe (GIP) or “thick wall” stainless steel. 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. GIP or stainless steel shall be used under major roadways, taxiways, and runways. 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. In addition, the Contractor shall adhere to any additional Host Base/site specific requirement.

2.3.12.2. Installation

Installation of underground conduits/ducts shall be IAW RUS Bulletin 1751F-643 and RUS Bulletin 1753F-151. Ducts installed beneath roads, sidewalks, parking areas, other paved surfaces or areas to be paved, etc. shall be installed a minimum of 36" below grade. In a MH with knockouts, ducts shall start at the bottom knockout, allowing for upward expansion in the MH. All ducts not installed under roads, sidewalks, parking areas, or areas to be paved, etc. shall have a minimum of 36 inches ground cover, The Contractor shall provide other protective measures, concrete cap, etc., in those areas where the minimum ground cover cannot be achieved. Grading of ducts shall be accomplished IAW RUS Bulletin 1751F-643. All conduits shall be continuous between MH/HHs (i.e., no breaks or separations in the conduit runs between MH/HHs).

2.3.12.3. Bends and Sealing

All bends between MHs shall be a minimum of ten times (10X) the diameter of the duct size (i.e., 4-inch duct = 40 inches) with the sum of bends in all directions not exceeding a total of 90 degrees, Coordinate with 21 CS/SCXP if runs have bends that total more than 90 degrees is required. 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 12” long test mandrel ¼” (6.4mm) smaller than the inside diameter of the conduit shall be pulled through two diagonally opposite ducts to ensure proper alignment. In addition, all ducts shall be cleared of loose materials such as concrete, mud, dirt, stones, etc.

2.3.12.4. 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.

2.3.12.5. Spacers and Tracer Wire

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

2.3.12.6. Entrance Conduits into Existing Maintenance Holes

When new entrance conduits/ducts or sleeves are required, the Contractor shall bore and install the necessary holes and install the ducts or sleeves, if a knockout does not exist. Penetration shall not be in such a location through the wall as to block use of existing ducts in the maintenance hole. New ducts will be a minimum of 18 inches from either the maintenance hole floor or ceiling, . 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 maintenance holes.

2.3.13. Outside Plant Installation

This section describes the underground cables, flexible geotextile multiple cell fabric, innerduct and MH/HH plus conduit system installation requirements. The Contractor shall design and install Customer-Owned Outside Plant Telecommunications Infrastructure in accordance with ANSI/TIA-758-A. Each cable installation shall be coordinated at the weekly IPT meeting with 21 CS/SCXP so that the impact on the building users is properly coordinated. The sequence of installation is at the Contractor’s discretion.

2.3.13.1. Infrastructure Installation For ITB 1876 and ITB 1038 The Contractor shall install the following new infrastructure; 2 new racks, 2 full size network cabinets, one new manhole, one 4” conduit approximately 620 feet, one 3 X 3” Geo-textile fabrics approximately 680 feet, and two (2) 48 ports FODPs. (Coordinate exact location with 21

CS/SCXP).

2.3.13.1.1. Maintenance Holes (MH)

MH (6 feet W x 12 feet L x 7 feet H) shall be furnished with cable racks and a grounding system.

MH shall meet the requirements of TIA -758A, paragraph 4.2.2.

2.3.13.1.2. Ductbank Infrastructure

Install 4” PVC and/or HDPE SIDR 11.5 duct banks IAW the following Table:

From Maintenance

Hole

To Maintenance Hole/Building

Quantity Size (inches)

Approx.

Distance

(Feet)

Figure Comment

MH 203 Through New MH

2617AA to

MH 2617

1 4 620 1 Install 300 feet of schedule 40 PVC 4” conduit, 120 feet of schedule 80 PVC 4” conduit, and 200 feet of HDPE SIDR 4” conduit.

2.3.13.1.3. Geo-textile Fabric Installation

Install Geo-textile fabrics IAW the following Table:

From Maintenance Hole/Building

To Maintenance Hole/Building

Quantity Approx. Distance (Feet)

Figure Comment

B1876 MH 55A 1 60 1 Install one-3x3” Geo-textile fabrics (a detectable type) in the existing vacant 4” conduit.

MH 203 Through New MH

2617AA to

MH 2617

1 620 1 Install one-3x3” Geo-textile fabrics (a detectable type) in the new 4” conduit.

2.3.13.2. Infrastructure Installation For ITB 1876 and ITB 1

The Contractor shall install the following new infrastructure; 2 new racks, 2 full size network cabinets, 3 new manholes, one 4” conduit approximately 2390 feet, one 3 X 3” Geo-textile fabrics approximately 2450 feet, and two (2) 48 ports FODPs. (Coordinate exact location with

21 CS/SCXP).

2.3.13.3. Maintenance Holes (MH)

MH (6 feet W x 12 feet L x 7 feet H) shall be furnished with cable racks and a grounding system.

MH shall meet the requirements of TIA -758A, paragraph 4.2.2.

2.3.13.4. Ductbank Infrastructure

Install 4” PVC and/or HDPE SIDR 11.5 duct banks IAW the following Table:

From Maintenance

Hole

To Maintenance Hole/Building

Quantity Size (inches)

Approx.

Distance

(Feet)

Figure Comment

MH 55A Through New MH A1, New MH A2, and New MH

A3 to MH

1 4 2390 1 Install 1900 feet of schedule 40 PVC 4” conduit, 390 feet of schedule 80 PVC 4” conduit, and 100 feet of HDPE SIDR 4” conduit.

2.3.13.5. Geo-textile Fabric Installation

Install Geo-textile fabrics IAW the following Table:

From Maintenance Hole/Building

To Maintenance Hole/Building

Quantity Approx. Distance (Feet)

Figure Comment

B1876 MH 55A 1 60 1 Install one-3x3” Geo-textile fabrics (a detectable type) in the existing vacant 4” conduit.

MH 55A Through New MH A1, New

MH A2, and New MH A3 to MH

1 2390 1 Install one-3x3” Geo-textile fabrics (a detectable type) in the new 4” conduit.

2.3.13.6. Fiber Optic Cable Installation

Install outside plant FOC as described in the following paragraphs. The cable shall be all dielectric, loose buffer tube, water blocked, single mode, outside plant (OSP) cable suitable for underground applications. The Contractor shall provide an update of each cable installation at the weekly IPT meeting scheduled between Tuesday and Friday with the 21 CS/SCXP so as to minimize the impact on building users. The intent is to install the cable in one continuous length. The Contractor shall determine whether or not there is some practical reason for an intermediate splice in the cable at some maintenance hole/hand hole between the cable end points. If an underground splice is necessary, it shall be accomplished IAW commonly accepted telecommunications industry practices for fusion splicing optical fiber cable and sealed with a splice case suitable for the application. If a splice case is installed in a maintenance hole/hand hole it shall be pressure tested IAW the manufacturer’s instructions. If a splice case leaks, it shall be reinstalled and retested. A coil of 50 feet of cable shall be provided on each cable entering or leaving a splice case in a maintenance hole or hand hole.

2.3.13.6.1. Fiber Optic Cable Between ITB 1876 and ITB 1038.

The Contractor shall install approximately 5320 feet of 48-strand SM FOC from ITB 1876 through MH 55A, MH 55, MH 54A, MH 54, MH 53, MH 203, New MH 2617AA, MH 2617, MH 2139, MH 1716, MH 1244, MH 223B, MH 223A, and MH 1038 to ITB 1038. See Appendix D, Figure 1.

2.3.13.6.2. ITB 1876

The Contractor shall install one (1) new rack, one (1) new full-size cabinet, and one (1) 48-port Fiber Optic Distribution Panel (FODP) inside the new cabinet on the new rack in the Comm.

Room of ITB 1876. Terminate the 48-strand SM FOC to the FODP using fusion splice to pigtails with LC type connectors. Verify the locations of the new equipment rack with the new cabinet and the FODP with 21 CS/SCXP.

2.3.13.6.3. ITB 1038

The Contractor shall install one (1) new rack, one (1) new full-size cabinet, and one (1) 48-port Fiber Optic Distribution Panel (FODP) inside the new cabinet on the new rack in the Comm.

Room of ITB 1038. Terminate the 48-strand SM FOC to the FODP using fusion splice to pigtails with LC type connectors. Verify the locations of the rack with the new cabinet and the FODP with 21 CS/SCXP.

2.3.13.6.4. Fiber Optic Cable Between ITB 1876 and ITB 1.

The Contractor shall install approximately 3330 feet of 48-strand SM FOC from ITB 1876 through MH 55A, New MH A1, New MH A2, New MH A3, MH 315, MH 315A, and MH 316 to ITB 1. See Appendix E, Figure 1.

2.3.13.6.5. ITB 1876

The Contractor shall install one (1) new rack, one (1) new full-size cabinet, and one (1) 48-port Fiber Optic Distribution Panel (FODP) inside the new cabinet on the new rack in the Comm.

Room of ITB 1876. Terminate the 48-strand SM FOC to the FODP using fusion splice to pigtails with LC type connectors. Verify the locations of the new equipment rack with the new cabinet and the FODP with 21 CS/SCXP.

2.3.13.6.6. ITB 1

The Contractor shall install one (1) new rack, one (1) new full-size cabinet, and one (1) 48-port Fiber Optic Distribution Panel (FODP) inside the new cabinet on the new rack in the Comm.

Room of ITB 1. Terminate the 48-strand SM FOC to the FODP using fusion splice to pigtails with LC type connectors. Verify the locations of the rack with the new cabinet and the FODP with 21 CS/SCXP.

2.3.14. Site Restoration/Debris Removal

The Contractor shall restore all disturbed grounds to the “as found” condition or better after installation. Base grounds restoration requirements shall be complied with. Common use areas shall be restored to their original condition. The Contractor shall be responsible for disposing of all residues from this project off base and in accordance with Federal, state and base environmental laws and regulations. All residue produced by directional drilling operations (i.e., slurry) 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, state, local and Peterson SFB environmental laws and regulations. Under no circumstances will the contractor stage or store boring residue in slurry ponds or other containment areas on Peterson SFB.

2.3.15. 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 POC at least 10 calendar days in advance of the outage if the implementation necessitates disruption of service, (e.g., communications, electrical, or other utilities).

2.3.16. 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 inches x 11 inches) on large containers, construction equipment, or un-manned rental vehicles while on the Government installation indicating the company name and both the Contractor and Site POC's names and local telephone numbers.

2.3.17. 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.

2.3.18. Weekly Status Reports

The Contractor shall prepare a Weekly Status Report in English and shall distribute. The purpose of the report is to inform IPT members of project progress, problems encountered, and other topics necessary/beneficial to ensure success and timely completion of the contract requirements.

2.3.19. As-Built Drawings

The Contractor shall submit red line drawings showing the “as-built” configuration in PDF format/butterfly drawings of each manhole to the COR at the end of the contract. The base communications squadron will provide baseline drawings. The Contractor shall provide As- Built Rack Elevation, Inside Cable Plant and Outside Cable Plant drawings to the COR at the end of the contract.

2.3.20. 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 the COR at the start of the contract. This will demonstrate to the Government that the system is fully operational and ready to be placed into service. The Contractor shall test the system to demonstrate to the Government quality assurance representative. The test must have passed and been approved by the COR before being placed into service.

2.3.21. Acceptance/Installation Test Report

The Contractor shall provide an installation test report of the results of the testing accomplished under the installation test plan to the COR at the end of the contract.

2.3.22. Final Acceptance

The Contractor shall schedule a final project walk-through with the 21 CS/SCXP. This should be scheduled 10 calendar days prior to acceptance. Acceptance will not occur until all punch list items and deliverables are complete and submitted to the COR.

2.3.23. As-Built Documentation in CVC

The Contractor shall record geospatial data and provide as-built documentation (shape files) of all new installed hand hole 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 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 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.

3. GENERAL INFORMATION

3.1. Period of Performance

The period of performance for the project shall not exceed 365 days including lead times. Place of Performance The place of performance is Peterson SFB, CO.

3.2. Hours of Operation

The Contractor shall routinely work during normal duty hours. Normal duty hours are Monday

– Friday 0730-1630. Any site work requested by the Contractor to be performed outside of normal duty hours shall be coordinated with and approved by the 21 CS/SCXP ..

3.3. Holidays/Down Days

The Contractor shall not perform under this contract on federal holidays or site-unique down-days unless expressly authorized by the COR and coordinated with the 21 CS/SCXP Project Manager.

3.4. Base Support

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

3.5. Minimum Contractor Qualifications.

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

4.0 SERVICES SUMMARY (SS).

The Service Summary is a list of performance objectives and performance thresholds that represents the minimum acceptable level of performance. The performance objectives and thresholds will be regularly verified by the COR. Each performance objective represents a significant task as identified by the Government at the time of contract award. These performance objectives and performance thresholds represent only the significant task of this requirement and do not excuse the Contractor from performance of other responsibilities identified in this PWS.

Performance Objective PWS Section/Paragraph Performance Threshold Rating Criteria PO 1: Integrated Progress Team

2.1.6 No more than 1 late

IPT meeting per month 0-1 late IPT meeting

Satisfactory

2 or more late IPT meetings - Unsatisfactory

PO 2: Weekly IPT Meeting Report

2.3.18 No more than 1 late

report per month 0-1 late IPT meeting

Satisfactory 2 or more late IPT meetings - Unsatisfactory

PO 3: Permits 2.1.5 100% 100% = Satisfactory

<100% = Unsatisfactory

PO 4: Visitor Access Request

2.1.3 100% 100% = Satisfactory

<100% = Unsatisfactory

PO 5: Service Outage Requests

2.3.15 100% 100% = Satisfactory

<100% = Unsatisfactory

PO 6: Labeling of Cables and Tags

2.3.5 and 2.3.6 No more than 2 incidents of mislabeling. Must be corrected within 3 business days.

0–2 mislabeled cables or tags = Satisfactory

3 or more mislabeled cables or tags = unsatisfactory

APPENDIX A: APPLICABLE STANDARDS

The Contractor shall comply with applicable commercial code and standards

AFI 91-203 – Air Force Consolidated Occupational Safety Instruction OSHA CFR 29 Part 1910-268 – Telecommunications

NEMA TC 2- Electrical Polyvinyl Chloride (PVC) Tubing and Conduit ANSI/TIA-606-B Administration Standard for Telecommunications Infrastructure TIA-568-C Commercial Building Telecommunications (568C.1, 568C.2, 568C.3) Cabling Standard ANSI/TIA-607-B Commercial Building Grounding (Earthing) and Bonding Requirements for Telecommunications TIA-569-C - Commercial Building Standard for Telecommunications Pathways and Spaces TIA-570-C –Residential Telecommunications Infrastructure Standard

TIA-758 B - Customer-owned Outside Plant Telecommunication Infrastructure Standard BICSI TDM Manual - Building Industries Consulting Services International Telecommunications Distribution Methods (TDM) Manual BICSI – Outside Plan Design Reference Manual RUS Bulletin 1751F-643 - Underground Plant Design RUS Bulletin 1751F-644 - Underground Plant Construction Telecommunications Engineering Shield Continuity and Construction Manual (TE&CM) 451.2 RUS Bulletin 1751F-801 – Electrical Protection Fundamentals RUS Bulletin 1753F-151 (515b) - Specifications and Drawings for Underground Cable Installation NFPA 70 - National Electric Code FGDC-STD-007.3-1998 - Geospatial Positioning Accuracy Standards Part 3: National Standard for Spatial Data Accuracy Unified Facilities Criteria 3-260-01

APPENDIX B: DELIVERABLES

All deliverables are subject to Government acceptance and approval. They shall meet professional standards and the requirements set forth in this PWS. All deliverables shall be produced using recommended software tools/versions as accepted by the Government.

Deliverable Timeline PWS Reference Medium Submit to

Schedule Start of contract 1 MS Word or PDF PM

Test and Acceptance Installation Plan

Start of contract 2.3.20 PDF PM

Permits 10 calendar days after site walk

2.1.5 Filled PDF PM and local

authorities as described

Visitor Access Request (VAR)

10 calendar days after site walk

2.1.3 MS Word or PDF PM

Weekly Meeting Minutes

4 Calendar days after meeting

2.1.6 MS Word PM

As-Built Drawings At conclusion of contract

2.3.19 PDF/Butterfly

drawings of each manhole

PM

Test and Acceptance Plan Report

At conclusion of contract

2.3.21 PDF PM, QA

Warranty At conclusion of contract

2.1.9 PDF PM

APPENDIX C: LIST OF ACRONYMS

AASHTO American Association of State Highway and Transportation Officials AFM Airfield Management (BaseOPS) Approx Approximately ATC Air Traffic Control Tower ATCALS Air Traffic Control and Landing Systems BCE Base Civil Engineering CDRL Contract Deliverable CFE Contractor-Furnished Equipment CFP Contractor-Furnished Property CIP Common Installation Picture CIPS Cyberspace Infrastructure Planning System CMA Controlled Movement Area CMHDS Communications Maintenance Hole Duct System CO Contracting Officer Comm Communications CS Communications Squadron CSI-B Cyberspace Integrator-Base CVC CIPS Visualization Component EFI&T Engineer, Furnish, Install and Test FOC Fiber Optic Cable FODP Fiber Optic Distribution Panels FOUO For Official Use Only FY Fiscal Year HDPE High Density Polyethylene HH Hand Hole IAW In Accordance With ID Inside Diameter ILS Instrument Landing System IPT Integrated Process Team LMR Land Mobile Radio MH Maintenance Hole MHDS Maintenance Hole Duct System NLT No Later Than NPDES National Pollution Discharge Elimination System OEM Original Equipment Manufacturer OPSEC Operational Security OSHA Occupational Safety & Health Administration OSP Outside Plant OSS Operations Support Squadron OTDR Optical Time Domain Reflectometer PDF Portable Document Format PM Project Manager POC Point Of Contact Prime Prime Contractor PSI Pounds per Square Inch

PVC Polyvinyl Chloride QAE Quality Assurance Evaluator QCM Quality Control Manager Qty Quantity RUS Rural Utilities Service Bulletin SAM System for Award Management SCOW Supply Chain Operations Wing SCX Scheduler Planner SE System Engineer SM Single Mode PWS Performance Work Statement Sub Sub-Contractor SWPPP Storm Water Pollution Prevention Plan TIA Telecommunications Industry Association TMGB Telecommunication Main Ground Bus-Bar TRD Technical Requirements Document

APPENDIX D: DRAWINGS ITB 1876 to ITB 1038

Figure 1: Fiber Optic Cable Route from ITB 1876 to ITB 1038.

APPENDIX E: DRAWINGS FROM ITB 1876 to ITB 1

Figure 1: Fiber Optic Cable Route from ITB 1876 to ITB 1.