VDD SOW 26Apr23.docx

Vacuum Vapor Degreaser System (VVDS) Installation Statement of Work (SOW)

1. General

1.1. Objective: The Contractor shall manufacture, deliver, and install a turnkey Vacuum Vapor Degreaser System (VVDS).

1.2. Corpus Christi Army Depot (CCAD) Mission: CCAD performs overhaul, repair, modification, retrofit, and modernization of aircraft systems and other systems as assigned; maintains a mobilization and training base to provide capability for mission support during any contingency; provides maintenance support services for special projects as assigned; exercises command control over assigned activities; and provides on‐site technical assistance in the inspection, maintenance, and repair of customer aircraft, engines, and components.

1.3. Background: CCAD is currently having Building 1700.3 constructed via a military construction/Army authority project. This building is being built adjacent to Building 1700.2, which currently houses shops to assemble and test transmissions for various aircraft. Building 1700.3 will contain shops that directly support activities in Building 1700 such as: bearing shop, machine and grinding shops, workstation requirements kitting areas, non‐destructive inspection shop, shot peen shop, paint prep and paint shop.

1.4. Completion Date: The Contractor shall deliver and install the VVDS within twenty-four (24) months from contract award.

1.5. Occupancy Date: The targeted occupancy date is anticipated by May 2023. This date represents the day that non‐ construction personnel, to include Government and Contractor personnel, can enter the building and begin work related activities. CCAD does not have any control or authority on the occupancy date.

1.6. Building 1700.3 Utilities: CCAD anticipates that building utilities (air, water, and electricity) will be provided when the building is released for occupancy. The event of extended power outages due to continued building construction efforts and upgrades, the Contractor shall be prepared to provide air and electricity to continue uninterrupted installation efforts. The Contractor shall not connect any power source to building facilities infrastructure for distribution under any circumstance.

1.7. Operational procedures:

Christmas Day

1.7.2. CCAD Closure: CCAD may schedule a shutdown period of approximately 40 working hours between Christmas Day and New Year’s Day holiday. CCAD may schedule a shutdown period at other times. The Contractor shall comply with administrative closing procedures for CCAD. Announcements of closures will be made through the KO and COR.

1.7.3. CCAD Core Hours: Core hours of operation at CCAD are Monday through Thursday from 0600 to 1600, and every Friday 0600 to 1500, except on United States holidays or when the Government facility/installation is closed due to local or national emergencies, administrative closings, or similar Government directed facility/installation closings.

1.7.4. Non‐Personnel Services Statement: Contractor employees performing under this contract shall be controlled, directed, and supervised at all times by management personnel of the Contractor. Contractor employees shall perform their duties independent of, and without the supervision of, any Government official.

1.7.5. Location of Delivery and Installation: All items shall be delivered and install at Building 1700.3 on Naval Air Station Corpus Christi (NASCC). Corpus Christi, TX is located by the Gulf of Mexico in south Texas, approximately 210 miles southwest of Houston, 150 miles south of San Antonio, and 150 miles north of Mexico. CCAD is a 154‐acre industrial complex located within the confines NASCC.

1.7.6. Trash And Debris Removal: The Contractor shall always keep the work area free of waste materials and rubbish accumulations. The Contractor shall leave the work area and premises in a clean, neat and organized condition and provide a dumpster for all metallic materials, shipping containers, or other materials generated during the equipment relocation and installation phase. The Contractor shall place dumpsters in an area designated by the Government.

1.7.7. Contractor Provided Equipment Requirements: The Contractor shall use only propane, electric, hydraulic or pneumatic equipment inside Government buildings. Gasoline driven equipment is not permitted inside any Government building under any circumstance. All forklifts shall have an on-board portable fire extinguisher. The Contractor shall be required to obtain all cutting and welding permits required by the NASCC Fire Protection Inspector: 361‐961‐3491/3492. The Contractor shall notify the Navy Fire Department to obtain necessary permits for each working day.

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1.7.8. On And Off-Loading Equipment: The Contractor shall be responsible for offloading all equipment and tools in Building 1700.3.

1.7.8.1. The Contractor shall be responsible for preservation, packing, shipping, un‐packing, on‐site placement at CCAD and storage in accordance with the manufacturer’s commercial practices. The Contractor shall provide an on‐site, fully authorized representative for all receipt of goods. The Government will not provide storage for shipped equipment and materials. The Contractor shall be responsible for the storage and handling of equipment and materials.

1.7.9. Travel Expenses: The Contractor shall be responsible for all travel expenses associated with this requirement.

1.7.10. Standards and Procedures: Applicable building, safety, construction, federal and process standards and procedures are listed in Appendix C: Standards and Regulations.

1.7.10.1. Approvals: Government approvals for any product, design, specification, or document does not negate the Contractor’s ultimate responsibility for meeting standards, codes, and regulatory agency requirements.

1.7.10.2. Standard By Reference: When a reference in this document is made to an industry specification, a manufacture, trade or trade association, an industry, or other generally recognized source, such are hereby made a part of the specification and shall have the same force and effect as though referenced in this document.

1.7.10.3. Competing Regulations: In the event of competing regulations and requirements for this installation, the strictest shall be enforced.

2. Equipment Specifications

2.1. VVDS

2.1.1. Large VVD Specifications:

2.1.1.1 Built-in hot water heating system

2.1.1.2. Built-in Solvent recycling Distillation System. Provides continuous distillation.

2.1.1.3. Built-in Solvent handling package

2.1.1.4. Dry compressed Air 20 SCFM @ 90 PSIG

2.1.1.5. Vacuum Vapor Degreaser system

2.1.1.8. Operating, Maintenance, and Instruction Manual.

2.1.1.9. Vertrel SDG or Tergo MCF solvent is required.

2.1.1.10. Shall have capable of spray, Ultrasonic immersion system, and Vapor cleaning in a vacuum environment.

2.1.1.11. 36KW Rod style Transducers and Digital Generators.

2.1.2 Chiller system:

2.1.2.4. Distillate Supply Tank:

· 250-gallon capacity

· Clean solvent shall be returned to the storage tank

· Utilizes cooling coil inside separator

· Adjustable weir

2.1.2.5. Filtration System: Stainless steel centrifugal pump shall pull solvent from the immersion sump and pump through a stainless-steel filter with 50-micron filter cartridges at rated at 35 GPM.

2.1.2.6. Exhaust System: Provide a Carbon drum to connect the exhaust port of the unit to capture solvent emissions prior to release to the atmosphere.

2.1.3. Shall contain a stainless-steel containment pan that extends just passed the boundaries of the machine. Shall not create an operator tripping hazard.

2.2. Small Vacuum Vapor Degreaser

2.2.1. Built-in hot water heating system

2.2.2. Built-in Solvent recycling Distillation System. Provides continuous distillation

2.2.3. Built-in Solvent handling package

2.2.4. Degreaser capable of spray, ultrasonics immersion and vapor cleaning in an airless environment.

2.2.5. Dry compressed Air 20 SCFM @ 90 PSIG

2.2.6. Shall use the following solvent:

· Vertrel SDG solvent or Tergo MCF

· Heat input: 36KW

2.2.7. Vacuum cleaning chamber is an eight (8) cubic foot stainless steel vessel with a stainless-steel sealing cover and rated for a full vacuum.

2.2.7.1 Electrical/ Controls:

· 460 VAC -3 phase -60Hz, FLA 65

· UL approved Type 1 Enclosure

· Non-Fused Disconnect

· 24 VDC Control Voltage

· Allen-Bradley PLC with color Touchscreen HMI

· Five Port Ethernet Switch connected to an exterior panel mounted single ethernet port.

· SCR heater control (extends heater life & provides maximum heater control).

2.2.7.2. Monitoring:

· Vibronic Level Control in boil sump. (Shuts off heat if solvent level fails too low)

· Pressure transducer- In all tanks and M2 cooling pump

· Water flow Digital meter

· Liquid solvent temperature monitoring

2.2.7.3. Operating, Maintenance, and Instruction Manual

2.2.7.4. Design shall have no air disturbances internal to machine to maintain cooling blanket

2.2.7.5. Tank:

· Capable of bringing solvent to a boil in 10 minutes or less from cold start

· Power for heater shall be 9kW minimum

· Heaters shall be removable and accessible

· Base of sump and opening of sump to be square

· Solvent shall be transferred using threaded or other leak-proof couplings

· End of the pipe in the solvent sump shall be located beneath the liquid solvent surface (standard reference 40 CFR 63.463)

· Shall have tank gauge sight glass to determine height of solvent level indication:

· Shall be graduated (with units in gallons and quarts) to provide accurate measurements of volume in tank

· Contractor shall have 20” minimum of freeboard height but maintain more than 100% freeboard ratio

2.2.7.6. Vacuum Door shall:

· Automatic, powered open and close

· Remain closed except when part is moved into and out of the degreaser

· Remain closed during the cleaning process

· Remain closed during idle

· Not have gaps or openings around the perimeter

· Meet standard reference: 30 TAC 106.266

· Be sealed

2.2.7.7. Fixed Sprays:

· Located on opposite sides of tank in vapor zone holding area

· Shall have 2 spray headers per side

· Positioned to spray unheated distillate from a spray tank on to part

· Shall have independent, stainless-steel pump 1/3 HP minimum

· Shall have stainless steel spray nozzles with flow control with pressure gauge

· Shall be done within the vapor zone

2.2.7.8. Refrigeration system:

2.2.7.8.1. Primary cooling coils: The Contractor shall provide the air temperature between the cooling coils. The Contractor shall provide a method for this measurement.

2.2.7.8.2. Cooling capacity boost for larger thermal masses.

2.2.7.8.3. The cooling water provide at 15 GPM @ 44° outlet temperature.

2.2.7.8.4. Provide Flow meter and temperature sensors to the supply chill water provided.

2.2.7.8.5. Freeboard condenser cooling:

2.2.7.8.5.2. Minimum of 3 paired cooling coils around the perimeter of tank.

2.2.7.8.5.3. Automatic defrosting system. Shall maintain subzero cooling temperature during defrosting.

2.2.7.8.5.4. Center shall be located to allow a 20” tall aircraft part to dwell within cooling coils without interference with the lid.

2.2.7.8.6. Cooling coils shall be protected from aircraft parts being lowered or raised through the machine.

2.2.7.8.7. Vapor capture efficiency: Shall achieve 100% control of total solvent emissions.

2.2.7.8.8. All condensed solvent and water formed on coils shall be directed to a vapor recovery

2.2.7.8.9. Distillation Tank:

· 100-gallon capacity

· Clean solvent shall be returned to the storage tank

· Adjustable weir

2.2.8. Exhaust system: The exhaust port shall be discharge thru carbon drums to capture solvent emissions before release to the building with no restrictions or obstructions to flow.

2.2.9. Filtration System: Stainless steel horizontal Centrifugal Pump shall pull solvent from the immersion sump and pump through a stainless-steel filter with 10-micron filter cartridges at rated at 25 GPH.

2.2.10. Automatic Basket transfer System for baskets

2.2.10.1. Slid into position for processing.

2.2.10.1.1. Chamber shall include Stainless steel angle guides on each side to allow easy to transfer basket.

2.2.10.1.2. Factory floor loading and unloading, 36-inch load/Unload height.

· Designed for 100–200-pound basket loads. Basket Size 22” W X 22” L 20” H

· Provide cantilevered basket support

· Operators load and unload position

2.2.10.2. Provide manual opening when input utilities, air, or electricity, is cut off

2.2.11. Controls and monitoring

2.2.11.1 Allen Bradley PLC with touchscreen HMI

2.2.11.2. Control interface:

· Programming different process profiles for various parts

· Display process times and alarms

· Programmable timers for dwell times in vapor zone and freeboard areas

· Temperature controls

· Indicators and readouts for refrigeration system

· Alarms

· Shall utilize a flow sensor and thermostat to detect if the condenser coolant is not circulating or if the coolant temperature exceeds machine parameters

2.2.13. At startup of machine, the primary condenser shall be turned on before the sump heater (standard reference 40 CFR 63.463)

2.2.14. At shutdown of machine, the sump heater shall be turned off and the solvent vapor layer allowed to collapse before the primary condenser is turned off (standard reference 40 CFR 63.463)

2.2.15. Shall have tower lights to indicate mode of machine and be clearly visible from all directions.

2.2.17. Shall contain a stainless-steel containment pan that extends just passed the boundaries of the machine. Shall not create an operator tripping hazard.

2.2.18. Shall have a marine type of cleanout door.

2.2.19 Equipment monitoring controls:

· Liquid high temperature

· Low level control

· Vapor level control

· Water flow switch (cooling water)

· Automatic level make-up device for transfer pump

2.3. PLCs: For any PLCs utilized, the Contractor shall only utilize Allen Bradley PLC’s. The Contractor shall provide a hard copy of the PLC program and provide it with the operations manual for each machine. This requirement shall not exist for machining equipment.

2.4. Equipment Size and Fitment: Overall size of any machine shall not exceed the area designated for that machine in the building 1700.3 floor layout.

2.5. Ergonomic Designs: Equipment provided to the Government will be ergonomically designed for the operators to avoid or keep to a minimum operator awkward posture/positions, repetitive motion, force, undue stretching, compression/contact stresses, vibration, excessive temperatures, and maintaining any of these ergonomic risk factors for an extended period. The design shall incorporate operations and maintenance tasks under both normal and emergency situations.

2.6. Preliminary Design Reviews (PDR): The Contractor shall conduct a PDR of the VVDS with Government personnel to analyze and review equipment and shop design proposals prior to equipment procurement. The Contractor may elect to group together like equipment discussions for the purpose of reducing the quantity of PDRs. The Contractor shall provide the Government read ahead material at least 5 days prior to hosting PDRs. The Contractor shall provide PDR minutes to the COR, for each design review within 2 working days of the PDR.

2.6.1. The Contractor shall initiate a PDR in accordance with the following schedule for each Vacuum Vapor Degreaser System:

· 0% to 25% design

· 100% design

• For any other reason the contractor identifies such as design changes, requirements change, etc.

2.6.2. Vacuum Vapor Degreaser system area PDR discussions, but not limited to:

2.6.2.1. 0% to 25% PDR General Topics:

· Structure designs

· HVAC controls/Vacuum systems

· Electrical design/Security

· Utility design and usage

2.6.2.2. 100% PDR Review Topics:

· System integration

· Installation

· Tentative test plan

· Review of the site preparation plan

2.6.3. The Contractor may exercise teleconferenced PDR in lieu of a local PDR when the Government deems it practical.

3. Installation

3.1 Dynamic Component Repair Facility (DCRF) Bldg 1700.3 Access: The Government will provide the Contractor with all necessary access to DCRF and its infrastructure to complete the efforts of this contract. The Contractor shall fill out necessary forms provided by the Government required for access to DCRF. The Contractor shall only use the north entry and exit points for all equipment movement. If the Contractor requires access to entry and exit points in Building for the purpose of moving equipment, the Contractor shall coordinate all moves through the building with the Government.

3.2 Drawings:

3.2.1 Building Architecture and Facility Drawings: The Government will provide drawings showing column locations, electrical taps and locations, water taps and locations, phone hubs and locations, IT cabinets and hub locations, compressed air taps and locations. These drawings are available to CCAD through a third-party contractor from a current MCA project. Preliminary drawings will be provided upon site visit; however, the as-built, final drawings of the building will not be available until a later date.

3.2.2. Concrete Slab Ratings and Drawings: The Government will provide drawings showing slab thickness and load capacities of the building floor. The load capacities of the slab dictate the paths for large material handling equipment with heavy loads. The Contractor shall observe and not exceed the load limits during transport of any material through the building. Equipment with large weights will have a designated location with the proper concrete slab rating.

3.2.3. Building Shop Floor Equipment Layout Drawing: The Government will provide the drawing set is showing all equipment that will be procured new and relocated from other buildings. This drawing set is generated and supported locally by CCAD. The Contractor shall use this file to maintain the ‘as-built’ drawings. The Contractor shall use this document to determine quantities of equipment to be procured if the quantity specifically is not stated in this document. A preliminary drawing will be provided upon site visit; however, the as-built, final drawing of the shop floor will not be available until a later date.

3.2.4. Utility Distribution Design: The Contractor shall have a practicing; licensed professional engineer creates and stamps the Utility Distribution Designs and Utility Design Drawings. All designs shall be in accordance all applicable codes UFC codes. The Contractor shall provide the utility drawing with all equipment and shop floor areas represented in the drawing. The utility drawing also shall demonstrate all utility connections for this VVDS. Utility distribution shall extend to the utility room. The Contractor shall provide labeling of Contractor installed chilled water, air, and vacuum pipes that indicate service provided and direction of flow of material within the pipe. The labels shall be clearly visible from the floor. The Contractor shall provide the utility design drawings with all cranes/bridges/rails and crane coverage represented in the utility drawings. All drawings shall be submitted to the Government for review in an electronic and hard copy format. The Government will review and provide comments within 30 working days of submittal. The Contractor shall resubmit the reviewed drawings, with Government comments addressed, within 30 working days. On-site installation shall begin only after Government review and acceptance of drawings.

3.3. Fluids: The Contractor shall provide all fluids and materials required for the installation of new equipment. The Contractor shall include all fluid data in the technical manual for new equipment. The Contractor shall provide the following to the Government:

3.4. Utility Distribution: The Contractor shall distribute building facility services to each equipment. The Contractor shall design and implement the shop electrical system, shop air system, water system, VVD System piping, exhaust systems and systems required tractor shall be responsible for tapping into designated building hubs (electrical, air, water, IT, etc.) as identified in the drawings provided in section 3.2.1., 3.2.2., and 3.2.3.

3.5. Cranes: For utility distribution equipment (to include IT equipment), the Contractor shall:

3.6. Electrical Service: The Contractor shall be responsible for installing all electrical equipment (transformers, conduit, Unistrut, wire, circuit breaker panels, disconnects, etc.) for a turn-key installation of equipment.

3.6.1. Extension Cords and Power Strips: The Contractor is not authorized to utilize extension cords or power strips to provide power to any equipment listed in this document. All equipment listed in this document shall have its electrical power provided for as set out in the CCAD reviewed electrical design.

3.6.2. Electrical enclosures must meet National Electrical Manufactures Association (NEMA) ratings for their location.

3.6.3. All electrical components and wiring shall be labeled in such a way that they can be easily found in their schematic i.e., transformer to circuit breaker box to disconnect to machine.

3.6.4. Each circuit shall have a dedicated neutral/grounded conductor. No multi-wire circuits are allowed.

3.6.5. The Contractor shall utilize the CCAD minimum sized conduit of 3/4'’.

3.6.6. The Contractor shall not utilize electrical non-metallic tubing or flexible non-metallic tubing and associated fittings.

3.6.7. The Contractor is authorized to utilize intermediate metal conduit in lieu of galvanized rigid steel as allowed by NFPA 70.

3.6.8. Specify electrical metallic tubing for branch circuits and feeders above suspended ceilings or where not subject to physical damage.

3.6.9. The Contractor The Contractor shall not use metallic tubing in hazardous locations, where exposed to physical damage, outdoors or in fire pump rooms. The Contractor shall use die-cast compression connectors.

3.6.10. The Contractor may utilize flexible metal conduit; however, the conduit is limited to 3 feet total length, for the following: recessed and semi recessed lighting fixtures, for equipment subject to vibration and for motors other than pumps. The Contractor shall utilize liquid tight flexible metal conduit in damp and wet locations and for pumps.

3.6.11. The Contractor shall not place an electrical disconnect underneath any process water feeder lines. The disconnect shall be placed at a minimum of 3 feet from the vertical projection of water feeder lines to the floor. If a disconnect is absolutely required below a water feeder line, the Contractor shall obtain CCAD approval prior to installing a NEMA rated disconnect for wet conditions.

3.6.12. Branch circuit conductors, including power and lighting applications, shall not be thinner than 12 AWG.

3.6.13. All workbenches shall have power to all its power outlet strips and overhead lights.

3.6.14. Power shall be provided to every visual board annotated. The Contractor shall provide 120 VAC receptacles at each point near the area indicated approximately 10 feet high. The Contractor shall not run Unistrut specifically for the visual board and shall utilize existing Unistrut at the closest proximity to the desired location.

3.6.15. All circuit panels and breakers shall be labeled for the equipment it supports.

3.7. Air System: The Contractor shall be responsible for the design of the shop air system to supply air to all equipment and equipment listed in this document that requires air. The air system shall consist of the following:

3.7.1. An air purge shall be installed at each I beam drop.

3.7.2. A shut off valve shall be placed prior to each air regulator.

3.7.3. Air regulators with pressure indicators shall be installed within 5 feet of termination of each drop and be easily accessible to the employee to monitor and adjust as needed.

3.7.4. Each regulator shall have a 5-micron filter with a polycarbonate bowl with a guard.

3.7.5. Piping shall be terminated at all workbenches and non-machine locations with a 3/8” quick disconnect coupling. An additional ½” quick disconnect coupling placed near the termination point shall be included.

3.8. Compressed Air: Certain types of equipment require special air requirements (such as water and oil mist separators, micro-particle air filters, etc.), therefore, the Contractor shall provide air filtration that meet OEM specifications of that equipment. This requirement shall apply for new equipment.

3.9. Leaks: The Contractor shall be responsible for cleaning up and repairing all leaks that occur during installation.

3.10. Water Service:

3.10.1. Potable Hot and Cold Water: The Contractor shall provide potable hot and cold-water service to locations as required and for equipment listed in this document as needed.

3.10.2. The Contractor shall be limited to 3 feet of flex tubing if required for connecting a machine to a drop.

3.11. Communications (IT/data) Installation: The Contractor shall be responsible for the installation of data drops to locations as required in section and to equipment listed in this document. Telecommunications cables must be installed in cable trays and/or conduit. If no conduit or cable trays exist, the Contractor shall furnish and install cable tray or conduit to route to terminated ends.

3.11.1. The Contractor shall submit a Telecommunications System Installation Plan, for Government review prior to starting work.

3.11.3. Patch Panels: The Government will provide and install one patch panel in each of the floor IT cabinets. The Contractor shall supply enough patch panels to support the area designated to the cabinet. Patch panel shall be identical in model and make as currently used in Building 1700.3. The data will be provided when the data it received when the MILCON construction is completed.

3.11.4. Cables: The Contractor shall run cables in compliance with CCAD Standing Operating Procedure 25-10-IT-004.

3.11.5. Data Lines: The Contractor shall label each terminated end of the data line using appropriate nomenclature determined by the Government.

3.11.6. Drawings: The Contractor shall provide IT patch panel product drawings and associated lists.

3.11.7. Communication Test Plan: The Contractor shall provide an IT communication’s test plan. The test plan shall verify connectivity and the installation of IT equipment and cabling is in accordance with CCAD Standing Operating Procedure 25-10-IT-004 and industry standards. The length of each drop to the IT cabinet shall also be provided in the test plan results.

3.12. Software: For equipment that has network capability, the Contractor shall configure the machine hardware and software to be compatible with the Governments network server for industrial applications. The Contractor shall provide a physical connection to the CCAD ILAN.

3.13. Pipes: The Contractor shall have all pipe runs properly supported as per industry standards. Pipe method of joining shall be threaded. Pipe dope may be used as sealant for threaded connections except where otherwise specified. Teflon tape shall be sealant utilized for RO piping. Pipe MOC and pipe schedules shall conform to industry standards for the industrial service application.

3.14. Valves: The Contractor shall have all valves conform to industry standards and be compatible with piping material. The Contractor shall have all pipe fittings conform to industry standards and match pipe material of construction utilized in the service.

3.15. Welds: The Contractor shall have all welds conform to the AWS standards.

3.16. Material Handling Equipment: The Contractor shall adhere to designated Building entries and paths for heavy equipment. When any machine, or component of a machine, exceeds the rated capacity of the cement slab, the contractor shall notify the Government if an alternate path is required before beginning any movement of the machine in the building. The contractor shall provide personnel for guiding material handling equipment through buildings.

3.17. All ventilation hoods, exhausts, facility supply line, utility supply lines, fire sprinkler lines or any other contractor installed equipment shall be located to not interfere with any mechanical operation of any device to include existing overhead cranes.

3.18. Inspections: All electrical, plumbing, and mechanical work shall be subject to frequent walk-through inspections by Government personnel (Facilities, Safety, COR). The Contractor shall be responsible for any deficiencies noted that are not according to code or standards, whether listed in this document or not.

3.19. Equipment Installation: The Contractor shall install all equipment in accordance with OEM instructions. The OEM provided assembly instruction set shall be provided in the site preparation and installation plans. If floor anchoring provisions are available for any item, the Contractor shall anchor to the floor using only properly sized anchors as specified by the OEM.

3.19.1. The Contractor shall provide all new equipment and material, not refurbished, used, or rebuilt. This requirement includes system and sub-system components, computer hardware, piping and tubing, switches, pumps, etc.

3.19.2. Lockout/Tagout of Equipment: The Contractor shall provide and implement a lockout/tagout plan for equipment and provide locks and tags during installation of equipment.

3.20. Roof Penetrations, Vents, and Ducting: Building 1700.0 will have roof penetrations available. The Contractor shall plumb equipment that requires exhausts to outside air via building roof penetrations that will be available near exhausts sites. Under no circumstances shall the Contractor penetrate the roof without authorization from the COR. If other roof penetrations are required, the Contractor shall submit a request to the COR. Connections to the existing roof penetrations shall be waterproof and leak free. The Contractor shall demonstrate that connections to roof penetrations and ducting are leak free as part of the installed machines’ test plan.

3.21. Exhaust Stacks: Exhaust stacks and ducting shall be designed, and anchored meeting manufactures installation and code requirements. The Contractor shall maximize exhaust flow by utilizing straight duct designs. The sharpest duct bend angle allowed shall be 45 degrees. Material of all ducting shall be suitable for the application or stainless steel, whichever provides the most protection. No plastic or flex tubing shall be allowed. Ducting attachment points to floor equipment shall be easy to remove and reinstall for equipment maintenance. The Contractor shall provide an instruction set for removing and re-installation of ducting in the installed machines’ product drawings for new equipment.

3.22. Roof Exhaust Fans: The Contractor shall provide exhaust fans rated for the equipment and area supported as stated. The Contractor shall provide fans that have an upward gas dispersion method unless a method is specified by a standard or a code. The Contractor shall provide fans and vents that are designed and constructed for outside service with exposed areas painted except for stainless steel. Paint shall be rated for outdoor environments. The capacity of the exhaust fans shall be rated for a smooth and balanced air flow from the machine exhaust to outside air. The Contractor shall provide calculations for each exhaust fan in the installed machines’ product drawings.

3.24. Original Site Preparation: The Contractor shall provide all materials required for the original site preparation such as cones, barriers, temporary fencing, tarps, guards, shielding and canopies. If grinding is necessary for the removal of the equipment, the contractor shall provide adequate protection to contractor personnel, Government personnel and property by using appropriate guarding and shielding materials. The contractor shall detail the plan in the site preparation plan.

3.25. Original Site Cement Floor Protection: The Contractor shall ensure that protection for the floor near and around the machine area is adequate to support contractor provided rigging equipment. The contractor shall utilize equipment and practices that will not scuff, scrape, rip or break the cement floor. The Contractor shall provide the floor protection plan in the Original Site Preparation and Disassembly plan. The Contractor shall be responsible for any floor damage caused due to relocation activities.

4. Testing and Acceptance

4.1.1. The Contractor shall provide test plans for Government review prior to implementing the test plan. The Government will have 10 days to review and submit with comments. The Contractor shall have 5 days to review the comments, update and re-submit a new test plan. The time duration shall apply for every iteration of submissions.

4.1.2. The Contractor shall implement the test plan in its entirety. If any part of the testing process fails, the Contractor shall remediate the issue and perform the test plan from the beginning. The Contractor shall notify the Government of any failed test plans and remediation efforts in the monthly status.

4.1.3. For new equipment that does not require test plans, the Contractor shall demonstrate full functionality alongside Government personnel.

4.2. Network Connectivity Test: The Contractor shall perform a network connectivity test and provide verification that the machine is network capable and ready.

5. Deliverables

5.1. Site Preparation and Installation Plan: The Contractor shall provide a site preparation requirements and installation plan, when requested in this document for equipment prior to starting installation work. The Government will review and provide comments. The Contractor shall incorporate Government comments into the plan. The Contractor may elect to create an overarching plan for like machines.

5.2. Communication Test Plan: The Contractor shall provide an IT communication’s test plan. The test plan shall verify connectivity and the installation of IT equipment and cabling is in accordance with CCAD Standing Operating Procedure 25-IT-004 and industry standards. The length of each drop to the IT cabinet shall also be provided in the test plan results.

5.3. PDR: The Contractor shall provide PDR minutes to the COR, for each design review within 2 working days of the PDR.

5.4. Machine Specific Software: The Contractor shall provide a computer software product list for each machine that requires specialized software to operate the machine. The software product list shall contain names of all routines, control programs, option add-ons and plugins, operating systems, with a full description and purpose of each item that is provided with the machine. When the design of the equipment is complete, it shall be submitted to government for review and acceptance.

5.5. PLC Program: The Contractor shall provide a hard copy of the PLC program and provide it with the operations manual for each machine. The contractor shall submit PLC program before completion of equipment design.

5.6. Equipment Technical Manuals: The Contractor shall provide complete technical manuals when requested throughout this document. The Contractor shall provide manuals for Government review and acceptance. The Government will review and provide a response within 20 days. The Contractor will have 20 days to resubmit after receipt of Government comments. The time duration shall apply for every iteration of submission. The contractor shall submit technical manuals no later than the completion of installation of equipment or before any training has started.

5.7. Warranty: The Contractor shall provide a 1-year manufactures warranty for the new equipment unless otherwise stated specifically in this document. The warranty shall cover parts and labor.

5.8. Calibration Certificates: The Contractor shall provide calibration certificates for the VVDS. Procedures for calibration for each machine shall be provided in the technical manuals provided by the contractor. This requirement exists for new equipment.

5.9. Additional Deliverables

6. Training: The Contractor shall provide a minimum of four (4) hours of on-site training for 4 personnel for the VVDS. Training shall address the following:

· Overview of the machine functions and operations

· Machine setup

· Safety features and interlocks, review of pinch points

· Automatic and manual functions

· Calibration procedures

· Alarms and indicators review

· Shutdown and startup procedures

· Recipe development

· Emergency removal of aircraft parts from machine

· Procedures

· Machine resets

· Data archiving, saving, purging and recall functions.

· Operator panel overview

· Loading and unloading parts procedures

· Review of maintenance requirements:

· Troubleshooting

· Filter changes

· Piping layouts

· Review of consumables

7. Marking, Nameplate, and Identification

7.1. Marking: the system shall be marked in accordance with MIL-STD-130, identification marking of us military property. This requirement shall be implemented for equipment and systems valued greater than $5000.

7.2. Nameplate: a corrosion-resistant nameplate shall be securely attached to the equipment. If the equipment is a special model, the model designation shall include the model of the basic standard item and a suffix identified in the manufacturer's permanent records. As a minimum, the name plate shall provide all information listed below. The captions may be shortened or abbreviated, provided the entry for each caption is clear as to its identity.

7.3. Identification plate: a separate identification plate of corrosion resistant metal shall be securely attached to each machine. The plate shall be permanent and legible, marked in letters 3/16" high with the caption "department or activity identification" and shall provide a blank space for the Government to stamp 25 characters of the same size. The plate shall be installed on the front side in a visible location, if the front side cannot be established then the plate shall be installed in a visible location.

8. IT and Industrial System…