SOW_28Jun2019_Final_(28_June_2019).pdf

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Building 1700.2 Equipment System Integration

C.1. General information: the mission of the Corpus Christi Army Depot is to perform overhaul, repair, modification, retrofit, and modernization of aircraft systems and other systems as assigned; to maintain a mobilization and training base to provide capability for mission support during any contingency; to provide maintenance support services for special projects as assigned;

to exercise command control over assigned activities; and to provide on-site technical assistance in the inspection, maintenance, and repair of customer aircraft, engines, and components.

C.1.1. Background: the Corpus Christi Army Depot is currently having Building 1700.2 constructed via a military construction/Army authority project. This building will be built adjacent to Building 1700 which currently houses assembly shops that assemble and test transmissions for various aircraft. Building 1700.2 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. All equipment for shops in Building 1700.2 will be obtained by purchase and relocated from local sites at CCAD.

C.1.2. Objective: the contractor shall purchase, relocate and provide a turnkey installation of equipment and process shops in

Building 1700.2 within the stated period of performance.

C.1.3. Period of performance: the contractor’s period of performance shall be 36 months from contract award.

C.1.4. Contractor considerations:

C.1.4.1. Beneficial occupancy date: the targeted beneficial occupancy date is in April 2020. This date represents the day that non-construction personnel, to include Government and contractor personnel, can enter the building and begin work related activities. Corpus Christi Army Depot does not have any control or authority on the beneficial occupancy date.

C.1.4.2. Building 1700.2 facilities: it is expected that building utilities (air, water and electricity) will be provided when the building is released for occupancy and will be available continuously. In 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.

C.1.5. Quality assurance: the contractor shall develop and implement procedures to identify, prevent and ensure non-recurrence of defective services. The contractor shall develop a proactive quality program plan for measuring and attaining quality of performance, in accordance with DI-QCIC-81722 Quality Program Plan (QPP), CDRL A001. The contractor shall submit this plan to the Government within 20 days of contract award for acceptance. The Government will review this document and provide comments within 10 days. The contractor shall have 10 days to resubmit and address Government comments. The time duration shall apply for every iteration of submissions.

C.1.6. Operational procedures:

C.1.6.1. Recognized federal holidays: the following table is a list of federal holidays. The contractor shall not perform services on these days unless required by the contracting officer’s representative (COR) or the contracting officer (KO).

New year’s Day Labor Day

Martin Luther King Jr’s Birthday Columbus Day

President’s Day Veteran’s Day

Memorial Day Thanksgiving Day

Independence Day Christmas Day

C.1.6.2. Depot closure: CCAD may schedule a shutdown period of approximately 40 working hours between Thanksgiving 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 the depot. Announcements of depot closures will be made through the KO and COR.

C.1.6.3. Core hours of operation for this contract are Monday through Friday from 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.

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C.1.6.4. Equipment relocation efforts may require alternate work schedules as stated in Appendix I: Shop Relocation Schedule.

C.1.6.5. Non-personnel services statement: contractor employees performing services 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.

C.1.6.6. Place of performance: Corpus Christi 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. The climate is mild year-around. CCAD is accessible by car (via interstate highway), and by air (nearest commercial airport, Corpus Christi International Airport, 20 miles away). CCAD is a 154-acre industrial complex located on Corpus Christi bay and within the confines of Corpus Christi Naval Air Station. The depot consists of over 2 million square feet of industrial space.

C.1.6.7. Trash and debris removal: the contractor shall keep the work area free of waste materials and rubbish accumulations at all times. 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.

C.1.6.8. 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 Corpus Christi Naval Air Station fire protection inspector: 361-961-3491/3492. The contractor shall notify the Navy Fire Department to obtain necessary permits for each working day. If gasoline generators are required, the contractor shall place them in an area designated by the Government.

C.1.6.9. On and off loading equipment: the contractor shall be responsible for offloading all equipment in Building 1700.2. The contractor shall be responsible for on and off loading of all tools and equipment required for the relocation of machines from

CCAD sites to Building 1700.2.

C.1.6.9.1. 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.

C.1.6.10. Travel expenses: the contractor shall be responsible for all travel expenses to and from CCAD. These expenses shall be calculated into the contractor’s final price proposal.

C.1.6.11. Applicable building, safety, construction, federal and process standards and procedures are listed in Appendix E.

C.1.6.11.1. 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.

C.1.6.11.2. 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.

C.1.6.11.3. In the event of competing regulations and requirements for this installation, the strictest shall be enforced.

C.1.7. Intentionally left blank.

C.1.8. Safety program: the contractor shall conduct all tasks in a safe manner and in compliance with Occupational Safety and Health Association (OSHA), Environmental Protection Agency (EPA), state, Army, and CCAD Safety, Environmental Office regulations, section C.1.6.11. and Appendix H. The contractor is solely responsible for compliance with all safety regulations by employees while working on Government owned facilities. The contractor bears sole responsibility for compliance at all times with federal, state, and municipal safety and health laws, regulations, and standards that apply to the work performed under this contract, including the occupational safety and health act. The contractor shall take all reasonable steps and precautions to maintain compliance with applicable regulations/requirements, prevent accidents, and preserve the health and safety of contractor and Government personnel performing or in any way coming in contact with the performance of the work required by this contract. The contractor shall take additional immediate actions or precautions as requested by the KO when the KO determines that such measures are necessary for safety and health purposes. Contractor or subcontractor supervisors shall

SOW 28Jun2019 Final (28 June 2019).docx 3 2019-07-01 11:00 AM monitor worksites and operations daily to ensure safe working conditions and continuing compliance. Hazardous or noncompliant conditions identified by the KO shall be promptly corrected, and corrective actions taken shall be reported in writing to the KO, in accordance with DI-SAFT-80106C Health Hazard Assessment Report (HHAR), CDRL A004, within 5 days of the KO’s notification to the contractor. In cases of serious and/or recurring hazards or noncompliance, the KO may stop the work in question pending correction of the hazardous or noncompliant condition, and/or order the removal of the involved contractor or subcontractor employees from the Government installation or facility. In such cases, the contractor will not be granted a cost adjustment nor an extension of time due to the work stoppage or employee removal action. Failure of the contractor to effectively resolve serious and/or recurring hazards or noncompliance may result in termination of the contract.

C.1.8.1. Activity hazard analysis: the contractor shall provide an activity hazard analysis, in accordance with DI-SAFT-80106C Health Hazard Assessment Report (HHAR), CDRL A004, and guidelines identified in Appendix H. The analysis shall fully comply with the guidelines and standards stated in section C.1.6.11. and Appendix H. The contractor shall use the more stringent standard when standards are different. The names of the competent and qualified person required for a particular activity (e.g. excavation, scaffolding, fall protection, or other activities as specified by OSHA) shall be identified and included in the activity hazard analysis, as well as proof of their competency and qualification. The plan shall be reviewed and deemed acceptable by the CCAD safety and occupational health division before beginning any on-site activities. The contractor shall provide the activity hazard analysis within 20 days of contract award. The Government will review and provide a response within 20 days. The contractor shall have 10 days to resubmit with corrections. The time duration shall apply for every iteration of submissions.

C.1.8.2. Contractor safety brief: prior to beginning any on-site installation work, the contractor shall meet with the Government, on-site, to discuss the administration and understanding of the overall safety program, in accordance with AR 385-10 section 4-

4. At a minimum, the meeting shall be attended by the following:

KO or COR

Contractor’s project manager

Contractor’s safety representative

CCAD safety and occupational health division representative

Government project lead

C.1.8.3. The contractor shall be responsible for implementing and enforcing the guidelines and standards stated in section C.1.6.11. and Appendix H for all aspects of this document.

C.1.9. All documents, drawings, tabulations, manuals, software and software documentation -turned over to the Government in any phase of this project shall become the property of the Government with unlimited data rights and be delivered in an editable format.

C.2. Government furnished items, services and technical data:

C.2.1. Office space: the Government will provide an office, or similar, with a desk and chair. The contractor shall maintain the assigned office space in a neat and orderly manner. The contractor shall provide all office equipment and services (printers, computers, internet access) required to fulfill the requirements of this document.

C.2.2. Access to Dynamic Component Repair Facility (DCRF) and Building 1700.2: the Government will provide the contractor with all necessary access to DCRF and Building 1700.2 and its infrastructure when required to complete the efforts of this contract.

The contractor shall fill out necessary forms provided by the Government required for access to DCRF.

C.2.3. Intentionally left blank.

C.2.4. Utilities and equipment: the Government will provide building power and utilities, air and electricity available in the facility for the contractor’s use in the performance of this contract. In 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 external power source to building facilities infrastructure for distribution under any circumstance. The contractor shall instruct employees in utility conservation practices.

C.2.4.1. Government Furnished Equipment (GFE): the Government will provide the following:

2 each spray guns for the fluorescent penetrant inspection (FPI) spray booth

2 each spray guns for the FPI rinse booth

C.2.5. Technical data: the Government will make available to the contractor with the solicitation:

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C.2.5.1. Building 1700.2 architecture and facility drawings: drawings will show 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 with the solicitation, however the as-built, final drawings of the building will not be available until a later date.

C.2.5.2. Concrete slab ratings and drawings: drawings show 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.

C.2.5.3. Building 1700.2 shop floor equipment layout drawing: this drawing set is the build-to layout that shows all equipment that will be procured new and relocated from other buildings. This drawing set is generated and supported locally by CCAD. The current drawing file name is “B1700_2 VerF_Rev10_CRP”. 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 with the solicitation, however the as-built, final drawing of the shop floor will not be available until a later date.

C.2.5.4. Relocated equipment information: CCAD has limited equipment specification information for equipment being relocated.

Estimated specifications are provided for relocated equipment in section C.4.5. The contractor shall be responsible to identify and provide all utilities to all relocated machines. The contractor shall be responsible for contacting the OEM of the equipment for additional information as required.

C.2.5.5. Shot peen booth drawings: this drawing set contains specifications for the major components of the shot peen booths.

The contractor shall be responsible to identify, verify and determine power requirements, weight, facility requirements and plumbing locations internal and external to the shot peen booth. This drawing set may not contain all system sub-components required for operation, however these sub-components are critical to the function of the machine. The contractor shall be responsible for contacting the OEM of the equipment for additional information is required.

C.2.5.6. Bearing shop cleaning line and electric steam generator drawings: this drawing set contains specifications for the bearing shop cleaning line and electric steam generator. The contractor shall be responsible to identify, verify and determine power and facility requirements (air, city water, steam, DI and RO water) and plumbing locations internal and external to the bearing shop cleaning line and steam generators. Various sensors are distributed throughout the ducting and machine. This drawing set may not contain all system sub-components required for operation, however these sub-components are critical to the function of the machine and will require facilities service. The contractor shall be responsible for contacting the OEM of the equipment for additional information is required.

C.2.5.7. Mitsui Seiki 5 axis enclosure room drawings: this drawing set identifies recommended enclosure walls that the contractor may remove to perform relocation activities on the machine. The contractor shall determine the best removal method that allows for safe machine removal and reinstallation of the wall after machine relocation.

C.2.5.8. Related documents:

J.01: CCAD Process Standard for Magnetic Particle Inspection

J.02: CCAD Process Standard for Fluorescent Penetrant Inspection

CCAD Industrial IT Requirements

IT Installation: Standing Operating Procedure 25-10-IT-004

Hazardous Substance Fact Sheet: Strontium Chromate 7789-06-2

TM-1-1500-335-23

D0.05 In Process Preservation of Ferrous and Non-Ferrous Parts

Building 1700.2 Paint Plan

MPI Tech Sheet: 201107768

MPI Tech Sheet: 201206022

C.2.6. Fluids for equipment: the Government will only furnish the following fluids and material:

Solvent cleaner for solvent booths

Cutting fluids for machining equipment

Bearing shop cleaning line tank fluids

Vapor degreaser tank fluids

Preservation vat fluids

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MPI and FPI substation tank fluids

MPI machine material and fluids

FPI inspection fluids

Blast media for shoot peen booths

The contractor shall provide the Government at least a 30 day notice prior to utilizing the Government furnished material to give ample time to deliver the product. The contractor shall provide all other fluids required for the installation of equipment.

C.2.6.1. The contractor shall provide all other fluids and materials required for the installation of new and relocated equipment.

C.2.6.1.1. New equipment fluids: the contractor shall include all fluid data in the technical manual for new equipment. The contractor shall provide to the Government:

Safety data sheets for each fluid used by the contractor

Vendor and alternate vendor sources and contact information

C.2.6.1.2. Relocated equipment fluids: the contractor shall provide new replacement fluids for fluids that are removed from relocated equipment for relocation related tasks.

C.3. Contractor furnished items and responsibilities: except for the items and services identified in C.2. The contractor shall provide all staffing, equipment, supplies, fluids and software required to execute the tasks contained in this contract.

C.3.1. Safety equipment: the contractor shall provide personal protective equipment required to execute this contract in a safe manner (i.e. earplugs, earmuffs, foot protection, respiratory equipment, and eye protective safety goggles/shields, arc shields).

In the event that the contractor will require any of its personnel or subcontractors to use respiratory equipment, the contractor shall establish and implement a written respiratory protection program with worksite specific procedures that meets and exceeds requirements established by 29 CFR 1910.134. The contractor shall have personnel and subcontractors utilize fall protection equipment for required work at elevated levels from the ground floor in excess of 6 feet. The contractor shall establish and implement a written fall protection program that meets or exceeds all requirements of 29 CFR 1926 Subpart M: Fall Protection.

C.4. Specific tasks:

C.4.1. Key personnel and responsibilities:

C.4.1.1. Project manager (PM): the contractor shall provide a project manager. The name of this person shall be designated in writing, in accordance with DI-MGMT-81834A Contractor’s Personnel Roster, CDRL A009, and initially submitted no later than 20 days after contract award.

C.4.1.1.1. PM tasks: the PM shall be responsible for the overall performance of contractor personnel and ensure successful completion of all aspects of this contract. The PM shall be the central POC with the Government for performance of all work under this contract. The PM communicates frequently with the COR via email or in writing and provides updates, perform project coordination, creates and maintains schedules and reports statuses. The PM ensures satisfactory job performance is compliant with all safety standards and CCAD regulations.

C.4.1.2. Site safety and health officer (SSHO): the contractor shall provide an on-site safety specialist. The name of this person shall be designated in writing, in accordance with DI-MGMT-81834A Contractor’s Personnel Roster, CDRL A009, and initially submitted no later than 20 days after contract award. This individual can have alternate duties, however the primary duty is to provide safety oversight for all contractor personnel.

C.4.1.2.1. The SSHO shall:

C.4.1.2.1.1. Physically be present on-site during normal working hours when work is being done by the contractor. The SSHO shall prepare, train and oversee the contractor employees in the execution of duties of the contract requirements in a safe manner.

C.4.1.2.1.2. Conduct investigations into any accidents or near miss incidents and shall report in writing to the COR via the PM, in accordance with DI-SAFT-81563 Accident/Incident Report, CDRL A019, within twenty-four hours of such occurrence.

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C.4.1.2.1.3. Develop and manage safety work practices including policies and procedures, job hazard analysis, safety meetings, incident reporting and investigations, safety training and emergency response. Also ensure that safety data sheets have been reviewed and proper procedures for handling have been identified and followed.

C.4.1.2.1.4. Inspect contractor work areas, tools, construction equipment, task processing, job hazard analysis, and work activities/methods for hazardous conditions.

C.4.1.2.1.5. Provide guidance and recommendations for corrective action on any unsafe or potentially unsafe issues pertaining to contractor’s actions.

C.4.1.2.1.6. Review contractor accident and injury data, identify any requirement for new or modified occupational safety procedures, and report all accident, injury data, and corrective actions to the Government.

C.4.1.2.1.7. Ensure that proper lock-out/tag-out procedures and devices are implemented for machines being serviced or relocated.

C.4.2. Administrative document maintenance and support: the contractor shall submit and maintain the following administrative documents:

C.4.2.1. DI-MGMT-81834A, Contractor’s Personnel Roster, CDRL A009: the contractor shall identify, at a minimum, the PM and

SSHO assigned to this project. The contractor shall submit this roster within 15 days of contract award for Government review.

The contractor shall state assigned alternates if any will be provided.

C.4.2.2. DI-MGMT-80507C, Project Planning Chart, CDRL A008: the contractor shall submit an initial project plan within 30 days of contract award which outlines all tasks and durations related to the implementation of this contract. The contractor shall provide an updated project plan every month along with the monthly status reports, DI-MGMT-80368A, Status Report, CDRL A015. The Government will review, provide feedback and accept the project plan monthly. The Government will use this plan for planning Government activities such as scheduling release for productions, preparing for shop relocations, machine fluid procurements, personnel preparations, etc. The project plan shall be compatible with Microsoft Office Project 2013.

C.4.2.2.1. Project plan tasks for new equipment: the contractor shall include in the project plan – preliminary design reviews, equipment and utility design documents delivery, individual equipment installations listed in section C.4.4. and expected implementation of test plans.

C.4.2.2.1.1. The contractor shall include tracking of all areas listed in section C.4.4. and the installed equipment within the area.

C.4.2.2.1.2. Project plan implementation surveillance for new equipment: The equipment installation task start and end dates for base year items, months 1 through 12, shall be fixed within 3 months of contract award. The installation task start and end dates for the 2nd year, months 13 to 24, shall be fixed 10 months after contract award. The installation task start and end dates for the 3rd year, months 25 to 36, shall be fixed 15 months after award. In accordance with Appendix J, once dates are fixed, the contractor shall not change increase start and end installation task dates by more than 40 business days. This performance requirement shall only apply to new equipment installations. In the case of Building Occupancy Dates (BOD) shifts, the contractor shall be allowed to change start and end dates by the same amount the BOD shifts for base year tasks only. The contractor shall comply with section C.4.6.

C.4.2.2.2. Project plan for relocated equipment schedules: the contractor shall incorporate the Machine Shop Move Schedule and phases in section C.13. Appendix I.

C.4.2.2.2.1. Project plan implementation surveillance for relocated equipment: in accordance with Appendix J, the contractor shall adhere to the allotted time the Government has given to complete relocation of equipment in section C.13. The contractor shall not exceed the allotted time by 10% for each phase.

C.4.2.3. DI-MGMT-80368A, Status Report, CDRL A015: the contractor shall submit the status report to account for all contract activities to include an executive summary highlighting significant completions, technical challenges, obstacles, failures and issues of concern. Status reports shall be due by the 5th day of each month.

C.4.2.4. DI-MISC-81489A, Real Property Facilities As-Built Drawings, CDRL A016: the contractor shall maintain an as-built drawing of the shop floor layout. The format of the shop floor layout shall be compatible with AutoCAD 2016 or newer. The contents of the initial shop floor layout provided as GFI shall be used and edited. The contractor shall update the drawing and include any

SOW 28Jun2019 Final (28 June 2019).docx 7 2019-07-01 11:00 AM changes in equipment information such as equipment location, facility drops, IT drops, power requirements, etc. The contractor shall add the fire sprinkler and RO/DI water main trunk piping routes in this drawing. If the contractor requires new locations for equipment or deviations from the shop layout are needed, the Government will review the new criteria and either reject or accept the new requirements. The contractor shall submit the first as-built drawing after contract award when installation of the equipment begins. The contractor shall provide updated layouts semi-annually (starting either January 1 or July 1: whichever day comes first after installation commences) attached to the status report due that month, DI-MGMT-80368A, Status Report, CDRL

A015.

C.4.2.4.1. The contractor shall provide individual CAD 3D files of the following new equipment: CNC machines (grinders, lathes and mills), manual machines (grinders, lathes, mills), bearing enclosure, paint enclosure, roller systems, ovens, tumblers.

C.4.2.5. DI-MGMT-81836, Facilities Requirements Document (FRD), CDRL A007: the contractor shall maintain a spreadsheet that contains a list of new equipment, relocated equipment, and the utility installation requirements the equipment requires. The spreadsheet shall contain: voltage, current, power, water (RO, chilled, hot), air pressure and CFM, and any other utility requirement. If the equipment has multiple sub-systems that require separate utilities, the contractor shall provide separate line items for each sub-system. The contractor shall exclude the following items: paint guns, worktables and any item that does not require facilities. For multiple identical machines, the contractor shall have one entry per machine. The contractor shall submit this list quarterly (starting January 1, April 1, July 1 or October 1: whichever day comes first after contract award) attached to the status report due that month.

C.4.2.5.1. Facilities requirements document surveillance: in accordance with Appendix J, the contractor shall not be allowed more than 5% of the total quantity of listed items to contain incorrect data. The document will be reviewed by Government personnel for accuracy of data captured. The Government will randomly check information in the listing using the following methods:

Review of documented machine specifications for new and relocated equipment

Using measurement instrumentation

Review of utility requirements at original site for relocated equipment

C.4.3. Utility distribution and equipment installation for new and relocated equipment:

C.4.3.1. Utility distribution for new and relocated equipment: the contractor shall distribute building facility services to all equipment purchased new or relocated. The contractor shall design and implement the shop electrical system, shop air system, water system, bearing shop steam piping, bearing enclosure systems, paint enclosure system, oven exhaust systems and systems required in section C.4. and C.2.5. The contractor shall be responsible for tapping into designated building hubs (electrical, air, water, fire protection, IT, etc.) as identified in the drawings provided in section C.2.5. Utility distribution designs and construction drawings shall be created and stamped by a practicing, licensed professional engineer. All designs shall be in accordance with section C.1.6.11. and UFC codes and 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. Utility distribution shall also extend to the utility room. The contractor shall provide labeling of contractor installed city water, chilled water, hot water, DI/RO water, air, vacuum, steam, and fire suppression service pipes that indicate service provided and direction of flow of material within the pipe. The labels shall be clearly visible from the floor.

Overhead cranes and crane coverage: the contractor shall provide the utility design drawings with all cranes/bridges/rails and crane coverage represented in the utility drawings. Cranes and crane coverage is provided in section C.2.5. For utility distribution equipment (to include IT equipment), the contractor shall:

Maximize overhead crane coverage in the installation

Not install any equipment crossing easements, walkways or aisle ways

Utilize non-crane coverage areas to the maximum extent possible (between columns, between crane rails)

Provide horizontal unistrut heights of a minimum of 15 feet except where stated in this document

Integration of shop floor layout with utility drawing: 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 all equipment listed.

C.4.3.1.1. 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 to be installed in Building 1700.2.

C.4.3.1.1.1. Electrical service requirements overview:

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C.4.3.1.1.1.1. Under no circumstances shall the contractor use 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.

C.4.3.1.1.1.2. Electrical enclosures must meet National Electrical Manufactures Association (NEMA) ratings for their location.

C.4.3.1.1.1.3. 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.

C.4.3.1.1.1.4. Each circuit shall have a dedicated neutral/grounded conductor. No multi-wire circuits are allowed.

C.4.3.1.1.1.5. CCAD minimum sized conduit is 3/4'’ and shall be used.

C.4.3.1.1.1.6. Do not use electrical non-metallic tubing or flexible non-metallic tubing and associated fittings.

C.4.3.1.1.1.7. Specify galvanized rigid steel conduit where exposed to weather, where subject to physical damage, and where exposed on exterior of buildings.

C.4.3.1.1.1.8. Intermediate metal conduit may be used in lieu of galvanized rigid steel as allowed by NFPA 70.

C.4.3.1.1.1.9. Specify electrical metallic tubing for branch circuits and feeders above suspended ceilings or where not subject to physical damage.

C.4.3.1.1.1.10. Shall not use electrical metallic tubing for underground applications or when the tubing will be encased in concrete, mortar or grout. 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.

C.4.3.1.1.1.11. Flexible metal conduit can be used, however 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. Use liquid tight flexible metal conduit in damp and wet locations and for pumps.

C.4.3.1.1.1.12. An electrical disconnect shall not be placed 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.

C.4.3.1.1.1.13. Branch circuit conductors, including power and lighting applications, shall not be thinner than 12 AWG.

C.4.3.1.1.1.14. All workbenches shall have power to all its power outlet strips and overhead lights. Additional power shall be supplied to locations designated in section C.2.5.

C.4.3.1.1.1.15. Power shall be provided to every visual board annotated in section C.2.5. 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.

C.4.3.1.1.1.16. All circuit panels and breakers shall be labeled for the equipment it supports.

C.4.3.1.2. Compressed air service: the contractor shall be responsible for the design of the shop air system to supply air to all equipment in section C.2.5. and equipment listed in this document that requires air.

C.4.3.1.2.1. Compressed air service requirements overview:

C.4.3.1.2.1.1. An air purge shall be installed at each I beam drop.

C.4.3.1.2.1.2. A shut off valve shall be placed prior to each air regulator.

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C.4.3.1.2.1.3. 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. Each regulator shall have a 5 micron filter with a polycarbonate bowl with a guard.

C.4.3.1.2.1.4. The contractor shall terminate piping at all workbenches and non-machine locations with a 3/8” quick disconnect coupling. The contractor shall provide an additional ½” quick disconnect coupling placed near the termination point.

C.4.3.1.2.1.5. Certain types of equipment (such as MPI machines, CMM’s, etc.) 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 requirements shall apply for new and relocated equipment.

C.4.3.1.2.1.6. The contractor shall provide a blow off clean air gun with air for all new or relocated machining equipment. The length of the coil type hose used shall be long enough to reach the work envelope of the machine plus 3 feet. The nozzle shall be designed to deliver air and provide chip guarding that meet standards in section C.1.6.11. Incoming air to the clean air blow gun shall not exceed 110 PSI. The contractor shall provide documentation that the nozzle meets standard. The material of the coil type hose shall be compatible with machine fluids and coolant.

C.4.3.1.2.1.7. The contractor shall only use flex tubing for connecting a machine to a drop. The flex tubing shall be limited to 3 feet in length.

C.4.3.1.2.1.8. All connections shall be leak free. If leaks develop during the contractor’s period of performance, it shall be the responsibility of the contractor to perform necessary repairs or replacements.

C.4.3.1.3. Water service:

C.4.3.1.3.1. Potable hot and cold water: the contractor shall provide potable hot and cold water service to locations as required in section C.2.5. and for equipment listed in this document as needed.

C.4.3.1.3.2. The contractor shall be limited to 3 feet of flex tubing if required for connecting a machine to a drop.

C.4.3.1.3.3. Reverse osmosis/de-ionized (RO/DI) water service: the contractor shall provide plumbing from the contractor provided DI water system in the utility room, provide drops for equipment as required in section C.2.5. and for equipment listed in this document. The contractor shall provide a suitable connection between the drop and the machine tank. The contractor shall provide a manual valve before this connection point at an appropriate height. The plumbing and valve material shall be suitable for DI/RO water systems.

C.4.3.1.3.4. Bearing shop cleaning line RO water system: the contractor shall provide plumbing from the bearing shop cleaning line to the RO water system that will eventually be relocated in the utility room. The contractor shall provide a suitable connection between the drop and the machine tank. The contractor shall provide a manual valve before this connection point at an appropriate height. The plumbing and valve material shall be suitable for DI/RO water systems such as PVC or stainless steel.

C.4.3.1.4. Communications (IT/data) installation: the contractor shall be responsible for the installation of data drops to locations as required in section C.2.5. 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, contractor shall furnish and install cable tray or conduit to route to terminated ends. The contractor shall submit:

Telecommunications system installation plan, in accordance with DI-GDRQ-80150 Telecommunications System

Installation Plan, CDRL A017, for Government review prior to starting work.

C.4.3.1.4.1. Contractor shall install/run 2 drops of category 6 cables for data via 2 port gang plates for each IT point:

1 IT point for each workbench smaller than 96”, each computer workstation, each mini computer workstation, each desk, each VLM, each tool dispenser, each VLC, each CMM. This requirement shall exist for all stainless steel workstations.

1 IT point for every machine that has IT capability whether new or relocated

2 IT points for every 96” wide workstations

1 IT point for every visual board. The contractor shall provide the IT point near the area indicated in section C.2.5. The contractor shall not run unistrut specifically for the visual board.

For each additional IT point annotated in section C.2.5.

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C.4.3.1.4.2. The contractor shall install IT cables through workbenches, desks or raceway/panduit to the nearest communications wall plate/plate termination in a clean and orderly fashion.

C.4.3.1.4.3. A limited quantity of patch panels shall be provided and installed by the Government in each of the floor IT cabinets indicated in the GFI, therefore the contractor shall supply enough patch panels to support the area designated to the cabinet.

Patch panels shall be identical in model and make as currently used in Building 1700.2. The contractor shall provide:

IT patch panel product drawings and associated lists, in accordance with DI-SESS-81000E Product Drawings/Models and

Associated Lists, CDRL A010

C.4.3.1.4.4. Cables shall be run in compliance with CCAD Standing Operating Procedure 25-10-IT-004.

C.4.3.1.4.5. The contractor shall provide an IT communication’s test plan, in accordance with DI-NDTI-80566A Test Plan, CDRL

A014. 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.

C.4.3.1.4.6. The contractor shall label each terminated end of the data line using appropriate nomenclature determined by the

Government.

C.4.3.1.5. All pipe runs shall be properly supported as per industry standards and practice.

C.4.3.1.6. All valves shall conform to industry standards for service and be compatible with piping material. Pipe fittings shall conform to industry standards for industrial service application and match pipe material of construction utilized in the service.

C.4.3.1.7. 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.

C.4.3.1.8. Pipe MOC and pipe schedules shall conform to industry standards for the industrial service application.

C.4.3.1.9. All welds shall conform to the AWS standards.

C.4.3.1.10. 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.

C.4.3.1.11. 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.

C.4.3.2. Fire protection installation: the contractor shall provide fire protection in the paint enclosure, bearing shop enclosure, VLM’s/VLC’s and each booth in the NDI area and equipment required to have fire protection systems. The fire protection installation shall include all sub-areas within the enclosures. All fire protection design and work shall be in accordance with standards in section C.1.6.11. and NFPA regulations. All fire protection designs, work and testing shall be completed by a licensed, fire suppression contractor.

C.4.3.2.1. Fire sprinklers: the contractor shall determine whether the areas that utilize fire protection require a wet or dry fire sprinkler system dependent on the application of the area. The contractor shall tap into the building fire suppression system as specified in section C.2.5. Prior to fire sprinkler installation, the contractor shall submit an all-encompassing fire sprinkler design drawing, in accordance with DI-SESS-81000E Product Design Drawings/Models, CDRL A010, for Government approval, CDRL A010.

The fire sprinkler design drawing shall include fire sprinkler head locations, pipe size and length, material selection, product descriptions and calculations. The sprinkler installation plan must be approved prior to starting any fire protection work. The operation of the system shall be tested and verified in conjunction with CCAD and navy fire protection personnel who have ultimate authority on fire protection. The contractor shall be responsible for any deficiencies noted or necessary corrections identified. The contractor shall provide a test plan, in accordance with DI-NDTI-80566A Test Plan, CDRL A014, prior to testing the system. All piping used for fire sprinklers shall be red and clearly labeled.

C.4.3.2.1.1. VLM’s and VLC’s: the contractor shall install one fire sprinkler head per VLM/VLC on the top and inside of the VLM/VLC and must be tied into the building’s fire protection system. The contractor shall include the fire sprinkler design drawing for all

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VLM’s and VLC’s installed, to include relocated VLM’s and VLC’s, in the all-encompassing fire sprinkler design. The contractor shall provide a test plan in accordance with section C.4.3.2.

C.4.3.2.2. Fire alarm strobe/horn/sense system: the fire alarm strobe/horn/sense system shall be installed in the required areas.

The system shall be tied into the building host fire alarm system. The contractor shall submit a fire alarm strobe/horn/sense system design drawing and one-line electrical drawing, in accordance with DI-SESS-81000E Product Drawings/Models and

Associated Lists, CDRL A010, which illustrates the fire alarm strobe/horn system locations, materials, products and electrical calculations. The fire protection plan must be approved prior to starting any fire protection work. The operation of this system must be tested and verified in conjunction with CCAD and Navy fire protection personnel. The Navy fire protection personnel have ultimate authority on fire protection. Prior to Government acceptance, the contractor shall be responsible for any deficiencies noted and necessary corrections. The contractor shall provide a test plan, in accordance with DI-NDTI-80566A Test

Plan, CDRL A014, prior to testing the system. The contractor shall provide a final fire alarm strobe/horn system design drawing and one line electrical diagram once the system is complete.

C.4.3.2.3. The contractor and any fire suppression subcontractors shall be present during all installation and testing of any part of the fire protection system.

C.4.3.2.4. For relocated equipment that uses a building supplied fire protection system, the contractor shall design and install an equivalent system for that machine in Building 1700.2. The contractor shall submit a proposed design with the fire sprinkler drawing in section C.4.3.2.

C.4.3.2.5. All fire protection equipment procured for this installation (sprinkler heads, strobes, horns, controllers, etc.) shall be of the same specification and manufacture as used in section C.2.5.1.

C.4.3.3. Equipment installation for new and relocated equipment:

C.4.3.3.1. New equipment installation: all new equipment shall be installed according to 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.

C.4.3.3.1.1. All equipment shall be new and not refurbished, used or rebuilt. This requirement includes system and sub-system components, computers and computer hardware, piping and tubing, switches, pumps, etc.

C.4.3.3.1.2. All materials used to connect to the building facilities infrastructure shall be new and not refurbished, used or rebuilt.

C.4.3.3.1.3. Site preparation and installation plan: the contractor shall provide a site preparation requirements and installation plan, in accordance with DI-MGMT-80033A Site Preparation and Installation Plan, CDRL A018, 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.

C.4.3.3.1.4. Concrete removal: if concrete removal is required for the installation of equipment, the contractor shall submit a concrete demolition plan to the Government before engaging in concrete work. The plan shall address the procedures for controlling the creation of concrete dust. The plan shall be submitted as part of the site preparation and installation plan, DI-

MGMT-8003A Site Preparation and Installation Plan, CDRL A018, for that machine.

C.4.3.3.1.5. 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.

C.4.3.3.1.6. Selection of computers, computer software and software…