Atch 1. SOW - Intrusion Detection System Rev15Aug2022.pdf

STATEMENT OF WORK (SOW)

for

INTRUSION DETECTION SYSTEM for EOD ARMAGs

JBSA-Lackland, TX

Rev 15 Aug 2022

Prepared By

502 CS/SCXP

1980 Bong Street , Bldg 1052

JBSA-Lackland, TX 78236

1130983410C Highlight

Page | 2

1.0 SCOPE.

This SOW defines the requirements for the Contractor to Engineer, Furnish, Install & Test (EFI&T) the Honeywell Vindicator system to each ARMAG from Bldg 5486. The project will consist of three phases, Phase I will be completed by the contractor, Phase II and III will be completed by the government. The Contractor must provide certified alarm components, associated equipment, certified Honeywell Vindicator and BICSI certified technicians. In addition, to providing all equipment, tools, materials, supplies, transportation, labor, supervision, management, and other incidentals necessary to meet the requirements as stated in this SOW.

All equipment, supplies, or materials provided shall be new and not refurbished. No equipment, supplies, and material will be provided by the government.

REQUIREMENTS.

2.1 GENERAL REQUIREMENTS.

2.1.1 Safety Requirements.

The contractor shall remain in compliance with all Federal, State, Country, and JBSA-Lackland security and safety laws, regulations, policies, and requirements.

2.1.1.1 Confined Space Reserved.

2.1.1.2 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 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.

2.1.1.3 Work Area (s).

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.

2.1.1.4 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 inform base personnel of the planned disruptions.

Page | 3

2.1.2 Security Requirements.

The Contractor shall process and provide a Site Visit Request Letter to 502 CS/SCXP within five

(5) calendar days after contract award. 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 SOW, 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 base regulations.

2.1.2.1 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 five (5) working days ahead of time. It is the Government's responsibility to provide escorts.

2.1.3 Environmental Management.

The Contractor shall comply with the most stringent environmental federal, state, and local laws and regulations; and Air Force policies, instructions, and plans. Refer to section 9.1 for applicable standards. 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. The Prime Contractor shall ensure that their sub-contractors (if any) comply with these specifications.

2.1.4 Permits.

The Contractor shall be responsible to coordinate, complete and process all permits required to complete the installation. For example:

Digging permit, AF Form 103 shall be submitted through BCE 21 calendar days in advance of digging activities.

Base Civil Engineering Work Clearance Request, AF Form 332 shall be submitted through BCE 21 calendar days in advance.

Any other required permits as determined by Base Civil Engineering (BCE) and/or 502 CS/SCXP, etc.

All permits shall be submitted at IAW local procedures.

2.1.5 Integrated Process Team (IPT).

The Contractor shall chair a weekly IPT meeting that includes Contractor representatives, the Government Contracting Officer (CO), the 502 CS/SCXP Project Manager, 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 attendees.

Page | 4

2.1.6 Quality Assurance.

The Contractor shall provide Quality Assurance Support for the entire life of the project. The Contractor’s quality assurance evaluator shall assist the Government representative in performing random spot checks and system acceptance tests. 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.

2.1.7 Contractor Personnel.

2.1.7.1 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.

2.1.7.2 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) shall be on site during duty hours 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.

2.1.7.3 Personnel Requirements.

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

2.1.8 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.

2.1.9 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.

2.2 SPECIFIC REQUIREMENTS.

This section describes the underground cables, duct and inner-ducts 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 502 CS/SCXP so that any impact on the building users is properly coordinated. The sequence of installation is at the Contractor’s discretion. See Attachment 1, Installation Sketches for reference and estimated distances of existing and proposed infrastructure and cables routes.

Page | 5

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.

As indicated in this SOW and attached sketches the Contractor shall EFI&T the fiber optic cable and additional infrastructure required for the fiber optic cables connectivity between ARMAGs from Bldg 5486 at JBSA-Lackland, TX.

2.2.1.1 Existing Maintenance Holes.

N/A

2.2.1.2 Measurements.

Any distances provided in this SOW are approximations and should NOT be used for ordering materials or determining duct lengths.

2.2.1.3 Underground Utilities Markings.

The Contractor shall coordinate with base agencies to ensure markings are placed over existing base infrastructure prior to digging or horizontal directional boring and shall take precautions to protect existing infrastructure. The Contractor is responsible for repair of any damage caused during installation when the infrastructure is clearly marked. The Contractor is responsible for maintaining all markings.

2.2.1.4 Closures for Cable Splicing in Manholes Reserved.

2.2.1.5 Splice Connectors.

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

2.2.1.6 Labeling.

The Contractor shall label all equipment and cables they install in accordance with TIA-606-B and as directed by the base communications organization.

2.2.1.6.1 Cable Tags.

All tags shall be permanently labeled, easily visible and corrosion resistant. Cable tags shall be installed in all maintenance hole/handhole and fiber optic distribution panel (FODP) locations.

When cables pass through maintenance holes/handholes, put a tag on the cable, approximately 2 feet from each duct entrance and at each splice location. Information on the cable tag shall identify cable by size, type, cable number and count. The same information shall appear on the Contractor’s completed as-built-drawings.

For example: 36L8.3F

FO 500-100, 1-12+

FO 500-200, 13-24+

FO 500-300, 25-36

Page | 6

First line: “36” stands for Fiber Count. “L” stands for Loose Tube Buffer or (“T”) for Tight Tube Buffer. “8.3” stands for Single Mode. “F” stands for Filled Core (otherwise leave blank).

Second line and following: “FO” stands for Fiber Optic cable. “500-100” stands for From Building Number 500 - To Building Number 100. “1 – 12” stands for Cable/Strand Count.

2.2.1.6.2 FODP Marking.

FODP shall be stenciled/marked with black ink or paint or adhesive backed decals in letters and numbers. If the manufacturer has not identified the sequence in which ports on FODPs (pigtail modules) are counted, the Contractor shall provide designation labels/strips to identify the sequence in which they are counted. Each splice tray shall be marked to identify the fiber count contained in the splice tray. The marking shall identify the FODP by number (building number), cable number, and count.

For example: T-500

FO 500-100, 1-12

FO 500-200, 13-24

FO 500-300, 25-36

2.2.1.6.3 New Ducts.

New ducts shall be permanently labeled on the wall of each building/maintenance hole (MH)/handhole (HH) indicating the connecting building/maintenance hole/handhole at the other end of the duct (for example, “To MH-306H”). The same information shall appear on the Contractor’s completed as-built-drawings.

2.2.1.7 Cable Terminations and Splicing.

Fiber optic cables shall be terminated by being fusion spliced to pigtails with LC connectors at the FODP. The Contractor shall determine whether or not there is some practical reason for an intermediate splice in the cable at some MH/HH between the cable end points, and consist of fusion splices in a high quality re-enterable splice case. A coil of 25 feet of cable shall be provided on each cable entering or leaving a splice case in a MH or HH.

2.2.1.8 FOC Maintenance Loop.

The Contractor shall install a minimum of 50 feet of fiber optic cable at every third MH/HH location, and every directional change, starting/ending in the first maintenance hole outside each end building (i.e. the first maintenance hole outside of each building will contain a 50 feet maintenance loop). All maintenance loops installed within maintenance holes must be supported by two cable hooks. Cable hooks are to be positioned so the highest one supports the underside of the top of the coil and the bottom hook supports the underside of the bottom of the coil. The maintenance loop shall have a cable tag. The same information shall appear on the Contractor’s completed as-built-drawings.

Page | 7

2.2.1.9 New Maintenance Holes/Hand-holes Reserved.

2.2.1.9.1 Cable Racks and Cable Rack Supports Reserved.

2.2.1.9.2 Grounding and Bonding.

In the Equipment room/Mechanical room in which the cable is to be terminated, there is either a telecommunications main grounding busbar (TMGB) or a telecommunications grounding busbar (TGB). If a grounding busbar doesn’t exist in the equipment room/mechanical room, then the Contractor shall provide it and bond it to the electrical service equipment (power) ground. The grounding conductor shall be tagged with a nonmetallic tag as close as practicable to the point of termination in a readable position. The information on the tag shall contain the following information “If this connector or wire is loose or must be removed, please call Base Communications Office” or some similar wording. Although it is not anticipated that any splicing will be required in a Maintenance hole, should there be some practical reason that a splice be made, the cable shield shall be bonded and continuous throughout the cable length. In addition, the splice case shall be bonded to the Maintenance hole bonding ribbon, if it exists.

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, marl or unstable materials, debris, lumps, or broken paving. No rocks or stones larger than 3 inches in diameter shall be allowed in backfill. Material for backfill may be material resulting from excavation, if it meets the above requirements. Directional drilling will be used for road crossings. Otherwise, crossing of paved surfaces may be performed by pavement cuts and resurfacing with appropriate matching road material. This does not prevent the Contractor from using directional drilling if it is more cost effective. Ducts will be appropriately protected when placed under paved surfaces,

2.2.1.10.1 Composition

Conduits or ducts installed under this project shall be corrosion resistant and 2-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

Installation of underground conduits/ducts shall be IAW RUS Bulletin 1751F-643 and RUS Bulletin 1753F-151. Conduits installed beneath roads, sidewalks, parking areas, other paved surfaces or areas to be paved etc. shall be installed a minimum of 36 inches below grade. It is understood that in some locations, especially at paved surface crossings, the Contractor may bore

Page | 8 and substitute 4-inch I.D. HDPE conduit (Rollpipe, suitable for the application) for 4-inch PVC conduit. This substitution is acceptable. However, do not terminate the HDPE in a manhole but instead install 4-inch I.D. PVC stubout(s), approximately 10 feet long out of the manhole and couple the HDPE to the PVC. New ducts shall come out straight 10 feet continuously from the maintenance hole before any bend or HDPE transition unless approved by 502 CS/SCOW. Also, if HDPE is used, it shall be SIDR 11.5 so that the inside diameter of the HDPE will match the inside diameter of the PVC. In maintenance holes (MH) with knockouts, conduits shall start at the bottom knockout, allowing for upward future expansion. All conduits not installed beneath roads, sidewalks, parking areas, etc. shall have a minimum of 36 inches of ground cover, wherever possible. The Contractor shall provide other protective measures (at least a 4” pre-mixed 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 and BICSI Outside Plant Design Reference Manual (OSPDRM). Do not allow the ducts to twist or tangle between Maintenance holes.

2.2.1.10.3 Paved Surface Crossings.

The Contractor shall cut and restore, and/or horizontal directional drilling (HDD) 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 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 (See paragraph 2.2.1.10.2.). 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. The decision whether to trench (cut and patch) across or horizontal directionally drill under paved surfaces is at the discretion of the BCE and will be made on a case-by-case basis.

2.2.1.10.4 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 where practical. Coordinate with 502 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 test mandrel ¼” (6.4mm) smaller than the inside diameter of the conduit shall be pulled through all newly installed ducts to ensure proper alignment. In addition, all conduits installed by this project shall be cleared of loose materials such as concrete, mud, dirt, stones, etc., before both ends are sealed.

2.2.1.10.5 Utility Separation

When communications ducts cross either power duct or buried power cable, maintain a minimum separation of three (3) inches of concrete or twelve (12) inches of well-tamped earth between the two. When parallel maintain three (3) inches of concrete or twelve (12) inches of well tamped earth between the two. For pipes (e.g., gas, water, oil) maintain six inches when crossing or twelve

(12) inches when parallel.

Page | 9

2.2.1.10.6 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 twenty (20) feet. At least one (1) conduit, inner-duct or roll pipe in each duct bank 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 maintenance hole or hand-hole neck to a point where maintenance personnel may access the wire without having to enter the maintenance hole/hand-hole, and tagged with a label so indicating it as a “Duct Tracer Wire to xxx – Do Not Remove (where xxx is the other end of the wire).”

Tracer wires shall not be connected to any grounding system. Tracer wire shall be pulled back from building entrances until it is underground to prevent lightning damage. Tracer shall have 1-foot of slack protruding into the maintenance hole, tagged with to/from designators and fasten to Maintenance hole wall 3-inches below lid opening.

2.2.1.10.7 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.

2.2.1.10.8 Entrance Conduits into Existing Manholes Reserved.

2.2.1.10.9 Conduit Protection.

The Contactor shall install the appropriate physical protection required [(concrete encasement, steel tube (casing)] for buried PVC conduits or HDPE Roll pipe, consistent with commonly accepted telecommunications industry practices relative to the task and to the environment in which they are installed and the loads (H-5, H-10, H-20, railroads, flight line, etc.) to which they are expected to be exposed. Type of protection may be dependent upon the specific application and shall be IAW applicable federal, state or local (JBSA Lackland/Kelly Field Civil Engineering construction requirements) procedures. However, at a minimum, nonmetallic conduits shall be encased in concrete of minimum 3000 lb. /in2 compressive strength where vehicular traffic is above the pathway. The encasement shall be concrete of a wet type mix and shall be placed in such a manner as to ensure the concrete completely surrounds all conduits and no air voids are trapped in the mix a bend or sweep is placed in PVC nonmetallic duct bank between maintenance holes, 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 pull tape with a waterproof, corrosion resistant, pre-lubricated flat woven polyester pull tape with sequential footage markings, (1250 lb. pulling strength) for future cable installations. The pull tape shall extend into the maintenance holes/hand holes and be secured to a cable rack or pulling iron, etc.

Page | 10

2.2.1.10.11 Backboard. Reserved

2.2.1.10.12 Fiber Optic Distribution Panel (FODP).

The Contractor shall install one (1) 6 port FODP in ARMAG 1 – Operational Explosives ARMAG, one (1) 6 port FODP in ARMAG 2 – Training Explosives ARMAG, and one (1) 24 port FODP in B5486 Rm 4. The location of FODPs will be provided at the walk-thru.

Install one (1) 4” EMT inside B5486 from the point of cable entry to the Wall-mount cabinet within Rm 4.

NOTE: May need to install EMT or pathway from Wall-mount cabinet to final location of installed Honeywell System inside B5486 Rm 3, EOD Technical Data and Intelligence Room.

2.2.1.10.13 Pull Boxes/NEMA 4 Enclosure.

The Contractor shall install one NEMA 4X enclosures on the outside wall of B5486 to provide (pathway into the Communications Room) a building entrance. The Contractor shall determine the size of the enclosure needed to satisfy the particular requirement at that location based on the quantity of conduits coming into the enclosure. The contractor shall provide one 4” ID sleeve(s) through the building wall.

The entry enclosure and riser conduits shall be painted to match the color of the building exterior in the area where it is mounted.

2.2.1.10.14 Excavation/Building Penetrations.

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

2.2.1.11 Outside Plant Installation.

See Attachment 1, Overview and Installation Sketches 1 to 4 for reference and estimated distances of existing and proposed infrastructure requirements.

The Contractor shall install underground outside plant infrastructure as described below.

This is only a proposed solution. The Contractor is free to make any recommendations pertaining to the accomplishment of this requirement in their proposal.

The sequence of installation is at the Contractor’s discretion.

2.2.1.11.1 Fiber Optic Cable Requirement.

2.2.1.11.1.1 Infrastructure Installation.

The Contractor shall install the following new infrastructure. All new locations and distances are approximate. (See Attachment 1, Installation Sketches)

2.2.1.11.1.1.1 New Hand Holes Reserved.

Attachment 1 Page | 11

2.2.1.11.1.1.2 Duct-bank Infrastructure.

Install the following PVC/HDPE Duct banks

From

ARMAG

To Bldg 5486

Quantity Size Approx.

Distanc e (Feet)

Sketc h

Comment

ARMAG 1 Rm 4 1 2” 125’ 2,3 Stub-up into a new NEMA 4X pull box mounted on exterior of wall (provided by Contractor)

ARMAG 2 Rm 4 1 2” 100’ 3 Stub-up into a new NEMA 4X pull box mounted on exterior of wall (provided by Contractor)

ARMAG 3 Rm 4 1 2” 150’ 3,4 Stub-up into a new NEMA 4X pull box mounted on exterior of wall (provided by Contractor)

2.2.1.11.1.1.3 Geotextile Inner-duct (Max-Cell) Reserved.

2.2.1.11.1.2 Fiber Optic Cable Installation.

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

2.2.1.11.1.2.1 Between ARMAG(s) 1-3 and B-5468/Rm 4.

The Contractor shall install approximately 200’ of 6-strand of SM FOC from each ARMAG to B- 5486/Rm 4 (Communications Rm). In Rm 104, coil approximately XX’ cable in back of Wall-mount cabinet or above ceiling.

Note: The contractor shall use fusion spliced pigtails with LC connectors to terminate the fibers.

2.2.2 Project Residue.

All residues from this project shall be disposed of off base and in accordance with Federal, State, local and base environmental laws and regulations.

2.2.3 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

Page | 12 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.

The Contractor shall be responsible for restoration of asphalt, concrete, brick, paving stone, etc. at locations, which were damaged due to activities by the Contractor. Any asphalt, concrete, street, curb or sidewalk replacement shall be IAW with guidelines set forth by the BCE. At a minimum, the restoration shall be restored to match existing strength, color (to the extent practical) and type of material. The Contractor shall perform follow-up restoration if that location is not up to its original condition due to surface settling.

2.2.4 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).

2.2.5 Configuration Management. Reserved.

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 un-manned rental vehicles while on the Government installation indicating the company name and both the Contractor and Site POC's names and local telephone numbers.

2.2.7 Installation Schedules.

The Contractor shall provide a complete milestone schedule in MS Project Gantt Chart format (compatible with MS Project 2010) that denotes project activities to include time-phased start and completion dates for the project and sub-projects associated with the installation of the components and system.

2.2.8 Weekly Status Reports.

The Contractor shall prepare a Weekly Status Report and distribute to IPT members. The purpose of the report is to inform IPT members 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 updated red line drawings showing the “as-built” configuration: in Visio for building and rack elevations; Visio and .pdf for OSP. These drawings shall depict the entire pathway and details of the installation, including but not limited to: labeling, cables, inner-ducts and maintenance holes/hand-holes, conduits, maintenance loops, distances, bores, trenches, building entrances. The Contractor shall provide As-Built Rack Elevation, Inside Cable Plant and Outside Cable Plant drawings when work is completed.

Page | 13

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, hand holes and pull boxes 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 inner duct. Drawings shall be submitted in an easily read electronic format such as pdf. Scanned data sheets or legible sketches are acceptable.

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/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 Geo Base 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.

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. The Contractor shall test the system to demonstrate to the Government quality assurance evaluation 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 OEM’s installation manuals, practices and the appropriate vendor’s test procedures. The Contractor shall furnish all test equipment and personnel required to conduct all required testing. During any testing phase, the Government reserves the right to perform any of the contractor performed inspections and tests to assure solutions conform to prescribed requirements. The Contractor shall provide on-site support during the acceptance testing. The Contractor shall participate with the Government in testing the complete communications system.

When any system, subsystem, component or requirement test fails to meet the requirements of the test, Government acceptance and payment will be withheld until such time as the cause of the failure is corrected to the Government’s satisfaction. After appropriate corrective action has been taken, all tests including those previously completed, related to the failed test and the corrective action shall be repeated and successfully completed prior to Government acceptance.

2.2.10.2 In-progress Testing.

2.2.10.2.1 Excavations.

All excavations shall be inspected for compliance with applicable installation and safety directives, and installation plan procedures. After material is placed, the contractor shall inspect and document the installation prior to backfilling. In addition, the designated government representative shall be allowed to inspect the installation prior to backfilling.

Page | 14

2.2.10.2.2 Splices.

All splices shall be tested for cable faults and splicing errors as they are completed. All cable faults and/or splicing errors detected shall be corrected after the completion of each splice point test and prior to sealing the closure. The contractor's QCM and the designated government representative shall inspect all splices prior to sealing the closure. If, for any reason, moisture contaminates a splice, all modules and/or connectors shall be replaced and the entire splice retested.

2.2.10.2.3 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. Between FODPs, bi-directional testing at 1310 nm and 1550 nm is required. For incomplete circuits that end in manholes, only 1 way OTDR testing is required.

NOTE: Testing of the Fiber Optic Cables on the reel shall be provided to the 502 CS/SCXP prior to installation.

2.2.10.2.4 Optical Attenuation.

End to end attenuation tests shall be conducted on all fiber optic cable strands. Tests shall be accomplished to ensure the installed cable is within the specified parameters.

2.2.10.2.5 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.

2.2.12 Final Acceptance.

The Contractor shall schedule a final project walk-through with the Base POC. This should be scheduled 5 calendar days prior to acceptance.

3.0 Intrusion Detection System.

NOTE: Only components from the current Air Force Non-Nuclear Intrusion Detection System Approval memo will be utilized.

3.1 Intrusion Detection Components.

3.1.1 Vindicator V5 Premise Controllers(1) in building 5486 Rm 3

3.1.2 Contractor will remove all current components identified as unnecessary

Page | 15

3.2 Duress buttons (3)

3.2.1 Each alarm device will have its own alarm point.

3.2.2 All electrical wiring should not be exposed and placed in conduit.

3.3 Passive Infrared Sensor (3)

3.4 Battery Backup System

3.4.1 The battery backup system shall be capable of maintaining a full charge by automatic charging circuits lasting no less than eight (8) hours.

3.5. Balance Magnetic Switch (3)

4.0 Installation

4.1 All IDS data transmission lines shall be protected with a National Institute of Standards and Testing (NIST) certified Advanced Encryption Standard (AES) encryption. Units must keep the certification on file for the life cycle of the system.

NOTE: Current systems as of the publication date of the current DAFI 31-101, Integrated Defense, will be grandfathered: however any upgrades or newly installed systems will meet with AO approval.

4.2 The contractor, shall coordinate with the 802 SFS/ESS on the installation of mounted alarm boxes and fiber cables/Copper pairs prior to installation, or when within 80 percent of completion to ensure correct placement of equipment.

5.0 Training

5.1 Contractor shall provide up to 6 hours of training to designated (Unit) Staff and Controlled Area Monitors on operation of the alarm system. (ie. Activate, reset, testing, etc.)

6.0 Drawings

6.1 Contractor shall provide an Electronic As-Built Drawing (PDF and AutoCAD) following the completion of all work to 802 SFS/ESS and provide those as part of the final Performance Verification Test (PVT). (Add attachment)

7.0 System Check

7.1 The Contractor shall complete a system check to include but not limited to ensuring all installed components are functioning to manufacture specifications, certified test requirements, Phase I, Phase II, and Phase III.

NOTE: This test and certification process must be accomplished before IDS is deemed operational.

7.1.1 Phase I

Page | 16

The contractor shall perform a Contractor Verification Test (CVT) will occur upon IDE installation at each facility or groups of facilities. The contractor and government representative the ESS NCOIC shall witness this test. The test shall be performed IAW the written testing procedures provided in the Installation Design Package (IDP). Any component found to be inoperative during the test or at any time during the installation period shall be brought to the attention of the Security Forces POC.

Acceptance testing shall consist of the following: intrusion tests, tamper tests, annunciation test, assessment test, AC power loss test, line supervision test, sensor system self-tests, and access control.

7.1.2 Phase II Testing

Phase II testing is a 72-hour continuous test that ensures all equipment is installed properly and works according to specifications. It will establish initial expectations in regard to false and nuisance alarm.

The AFTO 747, Communications and Information Systems Acceptance Certificate, transferring the system will be signed after successful completion of this test phase. AFTO 747 is used to signify the completion of the project and acceptance of the installed system by the user. The completion of this form means the system has been tested and accepted as installed, and all noted exceptions shall be corrected by the responsible party to the satisfaction of the government POC/ESS NCOIC. The decision to accept the successful completion of the test phase is a commander-level decision and should be completed by the appropriate commander.

7.1.3 Phase III Testing

Phase III testing is a 30-day continuous operational test to assess how well the system performs in its normal operating mode on a permanent basis. This test is to detect any premature or latent defects in the equipment or components and to allow the operators and maintainers an opportunity to assess the adequacy of logistics support, and assess the false and nuisance alarm rates of the system. After successful completion of this test phase, the using organization will request MAJCOM certification.

NOTE: Phase II and III Testing will be completed by the government

7.2 Certification Test Requirements -AETC/A7S, AF IMSC DET 7SF, and the Security Forces Administrator will conduct functional and operational certification tests of the IDS to ensure the system meets effectiveness standards/compliance requirements.

8.0 GENERAL INFORMATION.

8.1 Period of Performance.

The period of performance for the project shall be determined based upon the proposed schedule and actual contract award date.

8.2 Place of Performance.

The place of performance is 2050 Gott St Bldg 5486, JBSA-Lackland, TX 78236.

8.3 Hours of Operation.

The Contractor shall perform the services required under this contract during normal duty hours (0600- 1500) of the site 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 502 CS/SCXP and approved by the Contracting Officer at least ten (10) calendar days in advance. Part or all of the facility may be occupied during this effort. Contractor shall accomplish the installation with minimum disruption of daily office activities.

Page | 17

8.4 Holidays/Down Days.

The Contractor shall not perform work under this contract on federal holidays or site-unique down-days unless expressly authorized by the CO and coordinated with the base POC or otherwise directed in the SOW.

8.5 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.

9.0 APPENDICES.

9.1 Appendix A. APPLICABLE STANDARDS.

AFMAN 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

TIA-606-C Administration Standard for Telecommunications Infrastructure

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

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

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

TIA-569-E - Commercial Building Standard for Telecommunications Pathways and Spaces

TIA-570-D –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 1735F-401, Standards for Splicing Copper and Fiber Cable

RUS Bulletin 1751F-643 - Underground Plant Design

RUS Bulletin 1751F-644 - Underground Plant Construction Telecommunications Engineering Shield Continuity and Construction Manual (TE&CM) 451.2

RUS Bulletin 1751F-801 – Electrical Protection Fundamentals

RUS Bulletin 1753F-151 (515b) - Specifications and Drawings for Underground Cable Installation

RUS Bulletin 1753F-201 (PC-4) – RUS Standard for Acceptance Tests and Measurements of Telecommunications Plant

RUS Bulletin 1753F-207 (PE-87) – REA Specification for Terminating Cables

NFPA 70 - National Electric Code

Page | 18

Unified Facilities Criteria (UFC) 3-580-01

Telecommunications Systems Cabling Standards, 502d Communications Squadron JBSA

10.0 Attachment 1. Installation Sketches.

Page | 19

Page | 20