12-SOW 1123710 REPAIR- Renovate Red Cross- Elevate- B21.pdf

Document Effective: 21 October 2021; Revision No.: 2

STATEMENT OF WORK

OPPORTUNITY # 112370

REPAIR, Renovate Red Cross, Elevate; B21

Bid-Build

SCOTT AIR FORCE BASE, ILLINOIS

26 April, 2022

1 GENERAL

1.1 BACKGROUND -- Building 21 is the former home of the American Red Cross on Scott Air Force Base.

This facility is located within a historic district within SAFB and will be restored as close to the original as possible. The facility consists of approximately 2,950 square feet of space comprised of both offices, warehouse, and storage. The building was constructed in 1942 as a one-story building with wood gable roof trusses and load bearing wood stud walls. The roof decking consists of 2x6 decking with asphalt shingles. The exterior walls of the building consist of wood stud walls with masonry veneer to the truss lower truss bearing line. Above the truss bearing height the exterior is covered with vinyl siding which is not period correct, some areas also contain wood trim. The wood trim profiles will be replaced with like size as part of this project. The existing windows will need to be restored as part of this project. The floor plan will receive slight modifications, and the floor system will be repaired.

The building is supported on concrete footings and the floor is wood floor joists over a crawl space. Recently, a suspended acoustical tile ceiling was constructed in the interior of the building (in the center third of the building). This ceiling will be removed to open up the original ceiling heights of the building.

1.2 OBJECTIVES -- The purpose of this project is to restore the building exterior to the original condition, and the interior to a new accessible useable office space. This work includes removing the existing wood roof structure and replacing with new. The original brick will be cleaned, repaired and sealed. Additionally, brick will be tuck pointed as indicated in the attachments. All work required by the plans and attachments shall be accomplished by the Contractor even though minor items required may not be specifically mentioned. It is the responsibility of the Contractor to provide a complete project to include all elements required.

1.3 STANDARDS, REGULATIONS, AND CODES – The work associated with this project shall adhere to all applicable standards, regulations, and codes, in effect as of this date of this statement of work (SOW), as detailed in the Scott AFB General Requirements (23 JUL 2018) - Section 01010 General Requirements. This building is located in the Historic District and all exterior drawings to require SHPO approval. Contractor to prepare documents and submit for SHPO approval as part of first design review meeting. Contractor to follow all structural codes to include seismic requirements.

1.3.1 All sheet metal flashing work shall be performed in compliance with the SMACNA Architectural Sheet Metal Manual.

1.3.2 All masonry work shall be performed in accordance with applicable BIA Technical Notes.

1.3.3 All exterior work to comply with SHPO standards. SHPO review and approval will be coordinated by the government.

2 PROJECT ADMINISTRATION

2.1 SITE VISIT

2.1.1 Contractor is responsible to verify all measurements and conditions pre-bid. The Government intends to only hold one official site visit. Requests for additional site access must go through the 375th Contracting Squadron (375 CONS) point of contact (POC) listed in the Request for Proposal (RFP) letter. Any additional site access will be made available to all Contractors solicited for this project. Project Manager will make the building available upon request. Contractors must submit request in writing min. 24 hours before site visit.

2.1.2 Contractor to be advised, building will be un-occupied during construction. Parking adjacent to the project site will be vacated and barricaded for contractors use. After award, contractors will be required to coordinate work with the 375th Civil Engineer Squadron (375 CES).

2.2 MEETINGS

2.2.1 Kick-Off Meeting/Project Schedule – Kick-off meeting to occur within one week of NTP. Overall project schedule with milestone markers and 2-week look ahead to be completed at kick-off meeting and 2-week look ahead to be updated and distributed prior to weekly construction meetings by contractor.

2.2.2 Contractor shall coordinate with the 375th Contracting Squadron (375 CONS) on weekly meetings once the construction phase begins. This meeting shall include the review of an updated 2-week look ahead schedule. Contractor shall provide meeting minutes within 24 hours of each meeting and allow the Government up to 24 hours to accept or request changes to the minutes.

3 TASKS AND TECHNICAL REQUIREMENTS

3.1 BASE BID

3.1.1 Contractor shall provide services to support any deliverables listed in Section 4 (Deliverables) of this

SOW.

3.1.2 Contractor to remove gable roof trusses, roof covering, sheathing and all associated items as required to supply and install new roof system. Contractor is responsible for shoring existing exterior walls as required to complete work. End gable existing siding, sheathing, trim, louver, and flashings to be removed and replaced. Contractor to verify size of wood trims (existing drawings are not available) and install new wood look cellular composite trims to match existing profiles. Install new ½” plywood sheathing with air/water barrier and new Westlake Royal Building Products Celect Cellular Composite Siding (color Frost) or equal on end truss/ wall locations. Install new wood roof trusses, ¾” plywood sheathing with ice and water shield over entire roof and install new synthetic slate tile roof per manufacturers standards. Color of slate tile roof to match building P-40 directly across the street. Roof is to be vented with box vents placed on the back side of the roof. Number of vents to match existing. Contractor to install all flashings, drip edges, etc. per maufacturers’ recommendations. Remove all existing gutters and downspouts. Install new copper gutters and downspouts. Profiles of gutters and downspouts to match building P-40 directly across the street.

3.1.3 Existing front porch structure to be removed. All existing components on the existing front porch to be removed and replaced, excluding concrete slab, foundation and ramps. Remove roof structure as notes in 3.1.2. Remove all existing wood framing and trim profiles. Contractor to re-create louver and associated trims to match existing. Remove existing wood beams, columns, column surrounds and trims. Replace with new columns and beams of like size. Contractor to verify size of wood trims (existing drawings are not available) and install new cellular composite trims to match existing profiles. Gov. structural engineer has evaluated existing concrete slab and foundation. The existing concrete slab and foundation to remain in place. Patch and repair any spalling, breakouts, or cracks to slab and porch foundation.

3.1.4 Existing brick veneer to remain. Contractor to repair any loose masonry and mortar joints. Tuckpoint mortar joints where required (60% of masonry). The contractor shall clean/wash masonry portions of the building and concrete stem wall. Use of pressure washer is not recommended.

3.1.5 Contractor to remove all items mounted to brick veneer and patch/repair mortar and brick veneer. No holes in mortar or existing brick veneer to remain.

3.1.6 Contractor to remove original windows and restore window to original condition. This includes replacing sealants, stripping window, re-painting and any other items required for restoration. Replace any glass panes that are currently missing or damaged. Windows to be restored to original functioning condition.

3.1.7 Rear elevation has (3) window openings that have been infilled. Remove infill and provide new windows. New windows to be picture windows, non-functioning, to match existing window style, and profile and comply with SHPO regulations.

3.1.9 Foundation wall to remain. Repair cracks in foundation. Remove previously applied crack repair if crack has re-developed or repair is missing.

3.1.10 Contractor to repair existing front double door and restore to original condition. Existing frame to be restored to original condition. This includes replacing seals, re-painting and any other items required for restoration. Prep door for new hardware. Remove and dispose of storm doors, fill all holes in existing frame and re-store/repaint frame to original condition.

3.1.11 Exterior to receive new sealants at all locations. This includes but is not limited to, windows, doors, transitions from siding to masonry veneer, masonry joints, etc.

3.1.12 Provide new concrete ramps and guardrails as shown on attachments at (2) new exterior door locations. Guardrails to be 1 ½” dia. Pipe at 42” & 21” above ramp.

3.1.13 Install new underground drainage tile on all downspouts. This does not apply to downspouts over existing concrete or asphalt. Drainage tile to be schedule 20 PVC or greater. Contractor to size tile to coordinate with existing downspout capacity. Extend new drainage tile to daylight, min. 15’-0” from perimeter of building or extend through landscaping. Install min. 3’x3’ Pit French drain with clean granular fill at end of drainage tile at all locations. Top of 3’x3’ French drain to be min. 8” below surface of soil. Remove and replace existing landscape (if removed or damaged during drain tile installation) and landscape stones as required to complete construction. Landscape to be returned to original condition.

Assure positive drainage from daylight to avoid drainage sloping toward the existing building. Include new Rubber/vinyl transfer boot from downspout to drainage pipe as required for a water tight connection.

Provide new seed and stake straw blankets in all disturbed areas (Ref. SOW ATCH-6 for seed mix).

Disturbed areas to match existing or new grade per project. Provide watering until seed is established and min. of 4 weekly cuttings provided by contractor have occurred. Dispose of existing splash blocks.

3.1.14 Design and install new detection system IAW NFPA 72 National Fire Alarm and Signaling Code.

Installation should meet all national fire codes, standards and UFC requirements. Ensuring compliance with the most current codes to include but not limited to National Fire Protection Association (NFPA) 13, NFPA 25, NFPA 72, NFPA 101, UFC 3-600-01 and UFC 4-021-01.

3.1.15 Electrical:

3.1.15.1 Remove all electrical items from building. This includes service entrance and pad mount transformer, electrical panel (s), branch circuiting, lighting, conduits, switching and all associated items associated with and powered by the electrical system. Replace all items with new as part of this SOW.

3.1.15.2 Provide new 200 amp service entrance, 50KVA (single phase, 120/240 volt) pad mount transformer with bayonet and current limiting primary fusing, branch power/lighting panel and all associated items. Ref Attachment 3 for electrical layout and lighting layout. All work shall be in accordance with 2017 NEC, NPPA 70.

• Provide the following, as a minimum, dedicated branch 1P-20amp circuits.

• 1 each for offices 114, 116, 117, 102, 103

• 2 each for Entry 101 and Innovation Lab 110

• 1 each for (2) furnaces in Mech rooms 108 and 113

• 1 each for Break Room 104 refrigerator and microwave

• 1 (1P-30 Amp) circuit for COM rack in Room 112

• All other convenience outlet circuits shall be limited to 5 receptacles.

• Ref electrical drawing for other requirements.

3.1.16 Mechanical:

2.1.16.1 Remove all HVAC components from building interior, exterior, crawlspace and attic. Ref.

Attach. 3 for HVAC unit locations. Existing condenser pads to remain, contractor to level if required.

Provide new disconnects and mount to exterior of building. All new ductwork to be externally insulated galvanized lined rectangular ductwork with new floor mounted registers in existing locations. Install new furnaces, condensing units and all related items. Size of items to match existing. Provide all new ductwork, registers, line sets and grills as required to install a complete supply and return system to existing floor opening locations where possible. Provide new programmable thermostats for each unit, to meet base standards and communicate with HVAC shops management system. Provide new exhaust fans in each restroom, vent through roof.

3.1.17 Plumbing:

2.1.17.1 Remove all existing sanitary plumbing from building. Existing sanitary entrance to remain to inside of foundation wall. Provide new PVC sanitary drain system to include all floor drains as required by code, sanitary drains to all water closets and sinks, vents as required by code and all other items required for installation.

2.1.17.2 Remove all existing supply water lines from the building. Provide new valve at water service entry to building. Provide all new copper water lines sized and installed as required by code.

2.1.17.3 Remove and dispose of existing water heater. Provide new 25 gal. electric water heater on platform with recirculation pump routed to all fixtures.

2.1.17.4 Replace existing hose bibbs with new frost proof hose bibbs at all current locations.

3.1.18 Existing surfaces/materials shall be tested for the presence of hazardous materials by a Qualified Industrial Hygienist. If hazardous materials are found, a remediation plan and associated cost shall be presented to the Government for approval.

3.1.19 Contractor shall perform the design and repair of the interior as noted below.

3.1.19.1 Contractor to remove and dispose of all existing gyp. bd., plaster and insulation on entire perimeter ceilings and walls. Contractor to remove all nails and fasteners from existing wood studs in preparation of new finishes.

3.1.19.2 Contractor to remove all interior doors and frames as noted on Atch. 3. Remove and replace existing header, king and jack studs to install new 3’-0” door. New doors to be painted hollow metal continuously welded frames. Doors to be plain sliced oak doors, stained and shop finished. Provide new office, storage and privacy locksets as applicable. All doors to receive (3) hinges, silencers, and stops. Doors with privacy locksets will also receive a closer.

3.1.19.3 Contractor to provide and install new R-49 blown-in insulation in ceilings. Install kraft faced R-15 Batt insulation in all exterior and restroom walls. Insulation in walls and ceilings to create a complete insulation envelope. Remove existing crawlspace insulation if present. Provide new R-9 rigid insulation adhered to interior of foundation walls, from existing grade within crawlspace to bottom of floor structure. Tape all rigid insulation seams.

3.1.19.4 Contractor to install new 5/8” gyp. bd. on all walls, and ½” gyp. bd. on all ceilings. Ceilings to be located on bottom of roof structure. Mud, tape and paint to a level 4 finish. Paint required to be

(1) coat primer and (2) top coats. Color to be selected by Gov.

3.1.19.5 Contractor to provide new carpet throughout office area with 4” vinyl base trim. Carpet to be Mohawk, Art Exposure, Enlivened, Color 569 Cadet, 2’x2’ tile or approve equal. Provide LVT (Luxury Vinyl tile in all restrooms, mechanical rooms, and break room. Vinyl tile to be Raskin Industries, Elevations, Soho, 12”x24”, or approved equal. Provide vinyl transitions as required.

3.1.19.6 Install Class 1 vapor barrier across entire crawl space floor. Lap seams min. 6” and apply continuous tape per manufacturer’s recommendations. Extend min. 6” up foundation walls and piers, seal with continuous tape. Completely seal around all items. Vapor barrier to be a continuous membrane upon completion.

3.1.19.7 Existing floor currently consists of (2) layers of T&G flooring. Contractor to remove top layer of flooring. Top layer to remain at all wall locations to remain. Provide and install ¾” plywood subfloor, Advantech or equal over entire floor (not under remaining walls) to create a smooth level subfloor.

Contractor to install floor leveling compound as required.

3.1.19.8 Contractor to provide and install new floor joists at all existing floor joist location. Sister floor joists to existing. New floor joists to match depth of existing. Contractor to jack and shore existing floor to achieve a level floor system.

3.1.19.9 Contractor to remove exterior concrete stairs at the rear of the building. Replace with Concrete ramp with guardrail to meet ADA standards. Reference Attachment 3.

3.1.19.10 Install new Fiber from existing building (new COM room shown on Atch. 3) to box located near curb. Install new telephone entrance into new COM room.

3.1.19.11 Install new crawlspace ventilation per IBC 1202.4, and all other state and local codes/regulations. Cut new vents into existing foundation wall above grade as required to install vents.

Existing prep and paint existing vents to remain. New vents to be Razair foundation vents with screens or equal. Install new insect screens on inside of existing vents.

3.1.20 It is likely there is Asbestos in the floor tile and mastic, insulation, window glazing, and pipe wrapping. Contractor to provide testing prior to construction. For pricing, assume Asbestos on all floor tile, floor mastic, insulation (pipe and mechanical) and window glazing.

3.1.21 This facility has Lead Based paint and PCB’s in caulking/sealants. Lead Based paint to be removed from all items being affected by the SOW. Reference environmental report attached as part of this SOW.

Hazardous materials to be expected (Lead-based Paint): lead-based paint on wall, window, and doors. If lead based paint is adhering to metal and not peeling, the metal with lead paint intact will need to be recycled.

If lead based paint is adhering to another substrate and is not peeling, then that section of the building can go to a municipal solid waste landfill. If LBP is not adhering to substrate (e.g. it is peeling, etc), the LBP will need abatement. Proper removal procedures in compliance with all state laws to be followed.

Toxics-Polychlorinated Biphenyls (PCBs): Caulk containing PCBs was used in many buildings in the 1950s through the 1970s. PCB caulk was commonly used to seal the joints of brick, masonry, stone, and metal window frames. Protective measures should be employed, the work area should be safe for building occupants after job completion, and waste materials should be properly disposed. PCB dust can be spread to various areas of the project.

3.1.21.1 Abate and dispose of lead based paint and PCB’s in accordance with all federal, state (Illinois Department of Public Health), base, and local regulations as applicable. The contractor shall provide a check in the amount of $150.00 for the notification fee for the abatement and demolition notice to the state of Illinois. A copy of the notice shall be provided to the government along with all changes. A copy of the waste manifest shall be signed by 375 Civil Engineer Squadron Environmental section for any material leaving Scott AFB. POC: Mrs. Melissa Milner at 618-256-2226 or Environmental Central Phone number at 618-256-2092.

3.1.21.2 Contractor shall submit an abatement plan for review and approval, which will subsequently be submitted to the Illinois Environmental Protection Agency for notification purposes. A 10-day notification period is required prior to starting any abatement work.

3.1.21.3 Contractor shall comply with all federal, state and local regulations for the abatement and disposal of hazardous materials.

3.1.21.4 All documents related to the disposal of hazardous material must be supplied to the 375 CONS and to the 375 CES, Installation Management Flight, Environmental Compliance Section (375 CES/CEIE), 618-256-2092. The Contractor must obtain the proper documents from 375 CES/CEIE to ensure all materials leaving Scott AFB can be tracked and accounted for, in accordance with all governing laws. The contractor shall supply 375 CES/CEIEC with weights of materials disposed of at landfill and a list of materials with weights recycled.

3.1.21.5 If fill material (dirt/soil) will be brought in for the project, all will be certified clean in accordance with 35 IAC 1100, Subpart F.

3.1.21.6 In addition to contractor providing construction barriers, contractor should be performing ACM and/or LBP cleanup with appropriate PPE, as recommended by industry standards. Secondly, if friable ACM is disposed of, it must be bagged and covered during transport to disposal facility. You must also use industry standards for removing non-friable ACM during demolition/renovation, such as keeping wet to minimize potential fiber release.

3.1.22 Communications Service Information

3.1.22.1 Communication Demolition

3.1.22.1.1 Existing communications cabinet shall be removed and all network cabling installed through crawlspace, overhead and through walls shall be removed and disposed of. All existing communication items to be removed.

3.1.22.1.2 Any old communications data outlets and faceplates shall be removed and disposed of.

3.1.22.1.3 Any internal wall receptacles, if unable to be removed shall be blocked with a blank outlet plate that matches wall outlet plate covers for power, network and CATV outlets.

3.1.22.1.4 Existing 25 pair copper cable shall be removed from existing 66 block and protected for re-use in new comm room.

3.1.22.2 Outside Plant Cabling

3.1.22.2.1 Fiber Optic Cabling

3.1.22.2.1.1 Contractor shall provide professional cabling services for Outside Plant (OPS) Cabling Installation. Any cabling specialist provided by contractor shall be a Building Industry Consulting Service International Inc. (BICSI) certified cable intaller. Any fiber cabling installation requiring Duraline cable must be a Duraline Certified installation technician.

3.1.22.2.1.2 Contractor shall install 7 way Duraline through existing 4” PVC duct from existing jetting point in MH 51 to Room 112 Comm Room. Duraline must be fanned out using approved Duraline wall mount Micro-Duct mounting kit in room 112. With loose tube Duraline extended from mounting kit into rack housing using approved couplers and brackets.

3.1.22.2.1.3 All newly installed microducts will be proofed with air, sponge and ball bearing tests prior to installation of jetted fiber.

3.1.22.2.1.4 48 Strand Jetted Fiber optic cable (OS1) will be installed from Room # 129 Rack#_RR102 in Builidng P5 to Room # 112, Rack #1 PP# 1. Fiber run is approximately 360 – 400 Feet in length. Contractor must field verify any measurements, locations and or numbers.

3.1.22.2.1.5 Cable shall be terminated to LC connectors at both locations, (Splice tray cassettes are preferred) alternate termination methods should be approved through RFI.

3.1.22.2.2 Copper Cable

3.1.22.2.2.1 Outside plant Copper existing on facility shall be re-used. Exterior termination panel on outside east wall should remain.

3.1.22.2.2.2 Existing Inside Plant Copper (grey sheathed in Orange interduct) shall be re-terminated in Room 112. Copper shall be installed to Comm rack to 48 Port voice patch panel, Routing and termination method/location will be determined through contractor submittal/RFI.

3.1.22.3 Communication Closet

3.1.22.3.1 Contractor shall install communications rack in room 112.

3.1.22.3.1.1 Contractor shall install 2 ea. 4” sleeved floor penetrations into room 112 from the Crawl space as Identified in drawing/sketches not to impede the ladder rack.

3.1.22.3.1.2 Contractor shall install 12” ladder rack for vertical cable dressing/installation that will not impede the floor penetrations, and will be installed from floor to ceiling with any access points into drop ceiling included.

3.1.22.3.1.3 Contractor shall install lockable network cabinet with approximate dimensions:

84”H x 24”W x 32”D, 44 RMU, 30” usable depth rack. Rack shall have 19” adjustable or fixed rails for equipment installation, requested mesh or Plexiglas door on front, and mesh door on rear. Minimum 36” of clearance on 3 sides of rack for maintenance purposes.

3.1.22.3.1.4 Rack shall be grounded minimum 6AWG grounding wire shall be used to ground rack to Telecommunication Grounding Bus Bar.

3.1.22.3.1.5 Rack shall be anchored to the floor with minimum 4 - ½” anchors to meet facilities specifications.

3.1.22.3.1.6 Rack is requested to have installed power (4 outlet, NEMA 5-20R) on a dedicated power circuit.

3.1.22.4 Telecommunications Grounding Bus Bar

3.1.22.4.1 TGBB that meetings BICSI 607-2011 shall be installed in Room 112 with earth protectant grommets for wall stand-off. Bus Bar shall be a minimum pre-drilled 2” x 6” x 1/4”.

3.1.22.5 Inside Plant Cabling

3.1.22.5.1 Contractor shall provide professional cabling services with install of new product. Any electrician provided by contractor shall be a licensed electrical contractor. Any cabling specialist provided by contractor shall be a Building Industry Consulting Service International, Inc. (BICSI) certified.

3.1.22.5.2 Contractor shall install all data/voice communications cabling to provide proper communications capability for each service location. Contractor must field verify any measurements, locations and or numbers.

3.1.22.5.3 Include 2 distributions to separate AFNET and commercial services with 4 Data outlets at each identified location for communications capabilities. Outlets shall be installed 18” AFF to meet ABA height requirements. Outlets shall be 6” spaced from any power cables and outlets.

Outlet covers shall match color and style to remaining facility power, light and CATV outlet covers.

3.1.22.5.3.1 (2) Cables will be installed from each service location to Room 112 (Cabinet location identified on plan).

3.1.22.5.3.2 AFNET Wall outlets shall be Terminated to female RJ-45 Panduit Mini-Com or similar. Color shall be Blue or Green for both Cable and Mini-Com.

3.1.22.5.3.3 Cabinets/Patch panels shall be installed to minimum 110 punch down CAT-6 48 port patch panels or similar.

3.1.22.5.4 (2) Cable shall be installed from each service location to Room 108 (labeled ‘Internet’)

3.1.22.5.4.1 Wall outlets shall be terminated to female RJ-45 Panduit Mini-Com or similar.

Recommended color is required to be non DOD network standard. Selected color shall be for both cable and RJ-45 connector (Ref Para: Contractor Submittals).

3.1.22.5.4.2 Wall mounted patch panel bracket or wall box shall be installed at service location for use with commercially procured network switch. Patch panels shall be a minimum 110 punch down CAT-6 - 48 port patch panels or similar.

3.1.22.5.5 All cabling installed will be direct runs from cabinets/patch panels to wall outlets.

3.1.22.5.6 Network distribution through facility will be at a minimum J-hooks, basket tray would be preferred.

3.1.22.5.7 Label comm. Room#/rack#/patch panel#/port# on each drop.

3.1.22.5.8 Example: (Rm112-R1-PP2-Port33)

3.1.22.5.9 Contractor shall provide verifiable test results for cabling installed by contractor. See following section for test plan. (Pass/Fail results are not acceptable unless testing criteria thresholds are well defined and agreed to prior to testing)

3.1.22.5.10 Installation of communication cabling will be internal wall outlet boxes with a communications standard four port wall outlet configuration (2x2).

3.1.22.5.11 All new cabling should be CAT6 or better.

3.1.22.5.12 All cabling shall be installed to standard TIA/EIA 568C.

3.1.22.5.13 All cabling installed shall be terminated to TIA/EIA 568B Configuration.

3.1.22.5.14 (3) foot maintenance loop for cable installs are required.

3.1.22.5.15 Contractor shall be responsible for collection and verification of information relevant to redesign of a space and required communications installation.

3.1.22.5.16 Contractor Submittals: Contractor shall be responsible for submitting for government review all information sheets of proposed installation material for communications drops.

3.1.22.6 Test Plan

3.1.22.6.1 The Contractor shall notify the 375 CS/SCXP at least five (5) calendar days prior to any testing. The Contractor shall furnish all test equipment and personnel required to conduct all required testing. All testing will be IAW accepted telecommunications industry standards listed below. 100% QA testing must be conducted by The Contractor and shall provide test reports to the government within ten (10) calendar days of completion. The Contractor is required to locate, repair, and retest all irregularities found during the testing phase caused by the cable installation.

3.1.22.6.2 All copper test results need to be verifiable (Pass/Fail results will not be accepted unless specific testing parameters guidelines are outlined and approved through RFI process from Base Communications Cable technicians). Copper Test results shall include the following:

Wire Map Length Insertion Loss Near End Cross Talk (NEXT) Power Sum Near End Cross Talk (PSNEXT) Equal Level Far End Cross Talk (ELFEXT) Power Sum Equal Level Far End Crosstalk (PSELFEXT) Return Loss Propagation Delay Delay Skew

3.1.22.6.3 All Fiber optic test results need to be verifiable (Pass/Fail results will not be accepted unless specific testing parameters guidelines are outlined and approved through RFI process from Base Communications Cable technicians). Test results shall include the following:

Baseline test for launch cable or patch cables are required to be included.

Length dB loss dB Overhead

3.1.22.6.4 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 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.

3.1.23 Install new underground drainage tile on all downspouts. This does not apply to downspouts over existing concrete or asphalt. Drainage tile to be schedule 20 PVC or greater. Contractor to size tile to coordinate with existing downspout capacity. Extend new drainage tile to daylight, min. 15’-0” from perimeter of building or extend through landscaping. Install min. 3’x3’ French drain with clean granular fill at end of drainage tile at all locations. Remove and replace existing landscape (if removed or damaged during drain tile installation) and landscape stones as required to complete construction. Landscape to be returned to original condition. Assure positive drainage from daylight to avoid drainage sloping toward the existing building. Include new Rubber/vinyl transfer boot from downspout to drainage pipe as required for a water tight connection. Provide new seed and stake straw blankets in all disturbed areas (Ref. SOW ATCH-6 for seed mix). Disturbed areas to match existing or new grade per project. Provide watering until seed is established and min. of 4 weekly cuttings provided by contractor have occurred. Dispose of existing splash blocks.

3.2 OPTION(S) – Not Used.

3.3 MODIFICATIONS

3.4 An alternate method can be proposed for any of the above tasks and will be reviewed. Any alternate methods or deviations from the requested work shall be called out or highlighted in the Contractor’s proposal in a manner that is clearly identifiable. Any approved alternate methods will result in a SOW modification prior to the commencement of work. The Government will assume any additional design or construction costs associated with the approved alternatives but will not assume any costs associated with the Contractor processing this required modification.

4 DELIVERABLES

4.1 Contractor shall provide deliverables as detailed in Scott AFB General Requirements (23 JUL 2018) - Section 01010 General Requirements unless otherwise noted below.

5 SCHEDULE

5.1 The period of performance (PoP) for this project is approximately 270 calendar days from the date that Notice to Proceed (NTP) is issued. All work must be scheduled to be complete within this timeframe. Any modifications or extensions must be requested through the 375 CES and the Contracting Officer (CO) for review and discussion.

5.2 Prior to beginning construction, Contractor shall provide to the CO and 375 CES construction milestones in sufficient detail to accurately identify all phases/disciplines of work to be performed.

5.2.1 Contractor shall provide general construction schedule, showing, at a minimum, the critical path items.

5.3 Contractor will be required to provide 2-week look ahead at each meeting described above.

5.4 Construction may be authorized by the Contracting Officer upon acceptance and approval of the schedule and equipment/material submittal approvals.

6 GENERAL REQUIREMENT ADDENDUM

6.1 Contractor shall adhere to Scott AFB General Requirements (23 JUL 2018) - Section 01010 General Requirements unless otherwise noted below.

6.1.1 Contractor shall comply with requirements detailed in SOW ATCH 1 – Contractor Requirements.

6.1.2 Clarification to Scott AFB General Requirements (23 JUL 2018) – Section V.D – Enabling/Disabling Fire Alarm Panels, the contractor shall bear all costs associated with enabling/disabling fire alarm panels to include the use of the base fire alarm maintenance contractor or use of another fire alarm contractor of its choice. All requirements for an alternative contractor listed in the General Requirements must still be met.

7 PROJECT MANAGER

7.1 The 375 CES Project Manager (PM) for this project is Craig Rednour at 618-806-9245 or craig.rednour@us.af.mil. The PM is the point of contact for all matters of design and, unless a construction inspector is designated, construction. For matters concerning terms and conditions of the contract with the Government, the 375 CONS designated official is the point of contact.

8 ATTACHMENTS

8.1 SOW ATCH 1 – 1123710 REPAIR, Renovate Red Cross, Elevate; B21– Contractor Requirements

8.2 SOW ATCH 2 – 1123710 REPAIR, Renovate Red Cross, Elevate; B2 – Base Map

8.3 SOW ATCH 3 – 1123710 REPAIR, Renovate Red Cross, Elevate; B2 – Design Drawings

8.4 SOW ATCH 4 – 1123710 REPAIR, Renovate Red Cross, Elevate; B2 – Environmental Report

8.5 SOW ATCH 5 – 1123710 REPAIR, Renovate Red Cross, Elevate; B2 – Historic Preservation

8.6 SOW ATCH 6 – 1123710 REPAIR, Renovate Red Cross, Elevate; B2 – Seed Mix

8.7 SOW ATCH 7 – 1123710 REPAIR, Renovate Red Cross, Elevate; B2 – Utilities

8.8 SOW ATCH 8 – 1123710 REPAIR, Renovate Red Cross, Elevate; B2 – Applicable Communications Standards