Procurement_specification_for_P708-18_PRVT_Complex.doc

Technical Specification Bangor PRVT Complex

OPN P708-18

TABLE OF CONTENTS

Section 1.0 Scope

Section 2.0 Applicable Documents

Section 3.0 Submittal and Deliverable Requirements

Section 4.0 Requirements

Section 5.0 Quality Assurance Provisions

Section 6.0 Delivery

Attachment A: Site Specific Requirements for Puget Sound Naval Shipyard & IMF, Bremerton Site and Naval Base Kitsap.

Attachment B:

List of Technical Instructions and Engineered Drawings

1 SCOPE: This specification reflects those characteristics that are essential to the minimum needs of the Government for a “Turn-Key” Bangor PRVT Complex. The PRVT Complex is to be fabricated and constructed in accordance with this technical specification and the engineered design drawings provided in Attachment B. Where the drawings do not specify make and model of components, the contractor shall list proposed make and model of those components, subject to approval by the Shipyard’s Engineering Technical POC prior to start of construction. This “Turn-Key” system is to include assembly set-up, and testing of the equipment, as specified herein. It is the Government’s intent that a single (primary) contractor be awarded this contract and be responsible for the accomplishment of all work detailed by this specification.

2 APPLICABLE DOCUMENTS: The following documents form a part of this specification. Unless otherwise indicated, the issue in effect on the date of an invitation for bids or a request for proposals shall apply.

2.1 TECHNICAL PUBLICATION and ENGINEERED DRAWINGS (Attachment B):

2.1.1 NAVSEA Technical Publication T9074-AS-GIB-010/271 (Requirements for Nondestructive Testing Methods)

2.1.2 Drawing 2301-3869 (Bangor PRVT Main Enclosure)

2.1.3 Drawing 2301-3934 (Bangor PRVT Lower Access Enclosure)

2.1.4 Drawing 2301-3935 (Bangor PRVT Services)

2.2 CODE OF FEDERAL REGULATIONS (CFR)

2.2.1 29 CFR 1910 Occupational Safety and Health Standard

2.2.2 29 CFR 1915 Occupational Safety and Health Standards for Shipyard Employment

2.2.3 29 CFR 1926 Safety and Health Regulations for Construction

2.2.4 40 CFR 261 Identification and Listing of Hazardous Waste

2.2.5 40 CFR 82 Protection of Stratospheric Ozone

2.2.6 40 CFR 63 National Emissions Standards for Hazardous Air Pollutants for Source Categories

(Information is available online at: www.gpoaccess.gov/ecfr)

2.3 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

2.3.1 NFPA 70 National Electric Code

2.3.2 NFPA 79 Electrical Standards for Industrial Equipment

2.3.3 NFPA 72 Fire Alarm Code

2.3.4 NFPA 101 Life Safety Code

(Information is available online at: www.nfpa.org)

2.4 NATIONAL ELECTRICAL MANUFACTURERS’ ASSOCIATION (NEMA)

2.4.1 ICS Industrial Controls and Systems

2.4.2 MG 1 Motors and Generators

(Information is available online at: www.nema.org)

2.5 AMERICAN NATIONAL STANDARDS INSTITUTE, INC. (ANSI)

2.5.1 ANSI Z535.4, Product Safety Signs and Labels

2.5.2 ANSI A13.1 Scheme for Identification of Piping Systems

2.5.3 ANSI/ALI A14.3 Fixed Ladders

2.5.4 MH 10.8.2 - Data Application Identifier Standard.

(Copy of ANSI Publications may be ordered from the website: http://www.ansi.org)

2.6 AMERICAN WELDING SOCIETY (AWS)

2.6.1 AWS D1.1 Structural Welding Code Steel

2.6.2 AWS D1.2 Structural Welding Code Aluminum

2.6.3 AWS D1.6/D1.6M Structural Welding Code – Stainless Steel

2.6.4 AWS D9 Welding, Soldering and Brazing of Sheet Metal

(Application for copies should be addressed to the American Welding Society, 550550 N.W. LeJeune Road, Miami, Florida 33126)

2.7 AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

2.7.1 ASTM A6/A6M Standard Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes and Sheet Piling

2.7.2 ASTM A36, Carbon Structural Steel, Specification for Carbon Structural Steel

2.7.3 ASTM A304, Standard Specification for Carbon and Alloy Steel Bars Subject to End-Quench Hardenability Requirements

2.7.4 ASTM A307, Standard Specification for Seamless, Welded, and Heavily Cold Worked Austenitic Stainless Steel Pipes

2.7.5 ASTM A325, Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength

2.7.6 ASTM A500, Standard Specification for Cold-Formed Welded and Seamless Carbon Steel

2.7.7 ASTM B111, Standard Specification for Copper and Copper-Alloy Seamless Condenser Tubes and Ferrule Stock

2.7.8 ASTM D2837, Standard Test Method for Obtaining Hydrostatic Design Basis for Thermoplastic Pipe Materials or Pressure Design Basis for Thermoplastic Pipe Products

2.7.9 ASTM F1122, Standard Specification for Quick Disconnect Couplings Specifications for.

(Application for copies should be addressed to the American Society For Testing Materials, 1916 Race St., Philadelphia, PA 19103)

2.8 AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

2.8.1 ASME B20.1- Safety Standard for Conveyors and Related Equipment

2.8.2 ASME B30.1 – 2009 Jacks, Industrial Rollers, Air Casters, and Hydraulic Gantries

2.8.3 (Application for copies should be addressed to ASME International, Three Park Avenue, M/S 10E, New York, NY, 10016-5990)

2.9 AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR CONDITIONING ENGINEERS (ASHRAE)

2.9.1 ANSI/ASHRAE Standard 52.2 Method of Testing General Ventilation Air-Cleaning Devices for Removal Efficiency by Particle Size

2.9.2 (Application for copies should be addressed to ASHRAE, 1791 Tullie Circle NE, Atlanta, GA 30329-2305)

2.10 AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

2.10.1 ANSI/AISC 360-10 Specification for Structural Steel Buildings

2.10.2 Allowable Stress Design Specification.

(Additional information is available at: http://www.aisc.org/)

2.11 BUILDER’S HARDWARE MANUFACTURER’S ASSOCIATION (BHMA)

2.11.1 ANSI/BHMA A156.1 American National Standard for Butts and Hinges

2.11.2 ANSI/BHMA A156.3 American National Standard for Exit Devices

2.11.3 ANSI/BHMA A156.4 American National Standard for Door Controls – Closers

2.11.4 ANSI/BHMA A156.6 American National Standard for Architectural Door Trim

2.11.5 ANSI/BHMA A156.7 American National Standard for Template Hinge Dimensions

2.11.6 ANSI/BHMA A156.13 American National Standard for Mortise Locks and Latches Series 1000

2.11.7 ANSI/BHMA A156.18 American National Standard for Materials and Finishes

2.11.8 ANSI/BHMA A156.21 American National Standard for Thresholds

2.11.9 ANSI/BHMA A156.22 American National Standard for Door Gasketing and Edge Seal Systems

2.11.10 ANSI/BHMA A156.115 Hardware Preparation in Steel Doors or Steel Frames

2.12 INTERNATIONAL ORGANIZATION FOR STANDARDIZATION (ISO)

2.12.1 ISO 9001 Quality Management Systems - Requirements

2.13 MILITARY STANDARDS

2.13.1 MIL-DTL-24441 - Epoxy Polyamide Paint

2.13.2 MIL-STD-2035

2.13.3 NAVSEA TECH PUBLICATION T9074-AS-GIB-010/271

2.14 WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT)

2.14.1 WAC Chapter 468-38, Vehicle Size and Weight – Highway Restrictions – Equipment

2.14.2 RCW Section 46.44, Size, Weight, Load

(Commercial vehicle information is available online at: http://www.wsdot.wa.gov/CommercialVehicle)

2.15 PUGET SOUND NAVAL SHIPYARD & INTERMEDIATE MAINTENANCE FACILITY (PSNS & IMF) BANGOR SITE

2.15.1 P5100 (14) Visitor and Contractor Handbook

2.15.2 P5090 (4) Contractor’s Guide to Environmental Compliance

2.15.3 P5090 (5) Contractor’s Guide to Hazardous Waste Compliance

(Request for copies should be addressed to Puget Sound Naval Shipyard & Intermediate Maintenance Facility, Code 380.2, 1400 Farragut Avenue Bremerton, WA. 98314-5000)

2.16 DEFENSE FEDERAL ACQUISITION REGULATIONS (DFARS)

2.16.1 Supplement 252.225-7016

(Additional information is available online at: https://akss.dau.mil/Lists/Policy%20Documents/Defense%20Federal%20Acquisition%20Regulation%20Supplement.aspx)

3 SUBMITTAL AND DELIVERABLE REQUIREMENTS

3.1 PROPOSAL SUBMITTAL REQUIREMENTS FOR LOW PRICE TECHNICALLY ACCEPTABLE (LPTA) WITH PAST PERFORMANCE

3.1.1 Offerors shall submit the following information with their offer:

3.1.1.1 NONPRICE EVALUATION FACTOR 1: TECHNICAL

3.1.1.1.1 Exceptions - On a separate sheet of paper, identify any “exceptions” to the specifications or solicitation terms and conditions. State precisely how the offered supplies differ from the applicable specification paragraph(s) or terms and conditions. Any exception which is not expressly approved by the contracting officer in writing is hereby rejected and void. Failure to comply with the submittal requirements of this paragraph may result in rejection of the offer.

3.1.1.1.2 Statement of Technical Compliance - This information is mandatory. Offerors shall closely examine the requirements in Sections 4 through 6 of this specification, and the attached publication and engineered drawings, and provide documentation of compliance. Address each paragraph/sub-paragraph number listed in Sections 4 through 6 of the specification and document either "will comply" or "take exception to" with an explanation of how the offeror intends to differ from the specification paragraph/subparagraph.

3.1.1.1.3 Preliminary Work Schedule – The contractor shall provide a preliminary work schedule showing how they intend to meet the delivery schedule. Section 4.4.1 of the Technical Specification relates.

3.1.1.1.4 Licenses, certificates, qualifications –

3.1.1.1.4.1 The contractor shall provide Certificate(s) of ISO Registration with their bid package, demonstrating that their quality management system is ISO 9001 compliant for the fabrication, delivery, installation and erection of metal structures. Section 5.1.1 of the Technical Specification relates.

3.1.1.1.4.2 The contractor shall provide a copy of their Quality Control manual/instruction for performing work per this specification with their bid package. Section 5.2 of the Technical Specification relates.

3.1.1.1.4.3 The contractor shall provide a Capabilities Statement with their bid package identifying the facilities, resources and services necessary for successful completion of this project. At a minimum, identify drafting, layout, fabrication, welding, lifting and handling, electrical, and mechanical capabilities. Identify which capabilities are in-house, and which are expected to be sub-contracted.

3.1.1.2 NONPRICE EVALUATION FACTOR 2: PAST PERFORMANCE

3.1.1.2.1 Contractor Performance Data Sheets - Offerors shall complete Contractor Performance Data Sheets for a minimum of three (3) of their most recently completed Federal Government contracts (not to exceed five years since completion) for supplies/services that are similar in scope, magnitude and complexity to this procurement. If you do not have any Federal Government contracts, then list state, local, or commercial contracts, in that order. Offerors are encouraged to submit brief and concise responses but may expand the form to provide sufficient explanation not to exceed 6 pages. Data submitted other than that requested on the Contractor Performance Data Sheets will not be considered. Failure to submit Contractor Performance Data Sheets shall be considered certification that the contractor has no past performance for the Government to evaluate.

3.1.1.2.2 Relevant Past Performance – Relevant past performance is defined as experience that is of the same or similar scope, of the same or similar magnitude (e.g., providing supplies or performing services of a dollar value comparable to the dollar value of the offeror’s proposal) and of the same or similar complexity to that which is described in the solicitation.

3.1.1.3 EVALUATION FACTOR 3: PRICE

3.1.1.3.1 Proposed pricing shall be provided on a unit price line item basis in the solicitation. Submit unit prices and amounts for each contract line item.

3.2 DELIVERABLES SCHEDULE: The deliverables schedule below lists the required deliverables for this contract, and when they are required to be submitted. Deliverables shall be submitted to PSNS&IMF prior to contract award, prior to fabrication, or post construction of the Bangor PRVT Complex as identified below.

4 REQUIREMENTS

4.1 GENERAL DESCRIPTION OF SYSTEM - This specification covers the minimum Government requirements for a “Turn-Key” Bangor PRVT Complex. The system shall consist of various other components for a fully functional system.

4.1.1 The Bangor PRVT Complex shall be fabricated in accordance with the engineered drawings and applicable documents identified in Section 2.1.

4.2 GOVERNMENT RESPONSIBILITIES - The Government will provide installation support services required elsewhere in this solicitation.

4.2.1 Receiving Activity Point of Contact - Upon contract award, the receiving activity - Puget Sound Naval Shipyard & Intermediate Maintenance Facility (PSNS & IMF Bangor Site) - will designate a Point of Contact who will be responsible for the appropriate surveillance and coordination of all services to be performed under this contract. The receiving activity Point of Contact shall serve as the Contractor’s primary contact for all interaction with other Shipyard and Government activities.

4.2.2 Utilities - Reasonable amounts of shop air (90-100 psi) and electricity will be made available adjacent to delivery site at no cost to the contractor. The Contractor shall be responsible for any costs incurred in connecting, converting and transferring the utilities to the work.

4.2.3 Storage - Lay-down area will be provided within the vicinity of delivery site for storage of Contractor materials and tools. The Government does not accept responsibility for security of Contractor’s materials or tools. The area must be kept clean and orderly, free of rags, paper and other debris. Failure to maintain area in a clean condition may result in the loss of the area. However, the Contractor shall be responsible to restore the storage area to original condition after use.

CONTRACTOR RESPONSIBILITIES - The Contractor shall be responsible for the following:

4.2.4 Fabricate, manufacture, test, inspect and groom all equipment required to provide a complete system as specified herein.

4.2.5 Fully assemble and test the completed Bangor PRVT Complex as described in this specification.

4.2.6 Provide and charge all systems with fluids and gases in accordance with manufacturer’s instructions.

4.2.7 Provide complete documentation and organization of all technical data that applies to the installation, operation, maintenance, repair and testing of the specific equipment.

4.2.8 Handling and Disposal of Waste – Puget Sound Naval Shipyard & Intermediate Maintenance Facility (PSNS & IMF) is the owner of all waste generated within its facilities. This includes waste generated by contractor personnel while working at PSNS & IMF. All waste that originates or is generated at the site must be designated and tracked, even if the waste has been designated as non-hazardous. (See Attachment A).

4.2.8.1 All waste designated by the Government as Hazardous or Dangerous generated by this contract shall be managed in a contractor operated Satellite Accumulation Area or turned over to the Shipyard for disposal prior to the end of the work shift unless otherwise stated herein (see Attachment A).

4.2.8.2 All waste designated by the Government as non-hazardous (e.g. Landfill Controlled or Solid Waste or Recyclable) shall be properly handled, managed, and disposed of by the Contractor unless other arrangements have been made (see Attachment A).

4.2.8.3 See Attachment A (Solid Waste Management and Disposal).

4.3 GENERAL REQUIREMENTS

4.3.1 Preliminary Schedule – As part of the bid package the vendor is required to submit a preliminary work schedule showing how the vendor intends to meet the delivery schedule.

4.3.2 Drawing Compliance – Fabrication and construction must comply with the engineered drawings, Attachment B. No deviation from the drawings is permitted, unless written approval for such deviation has been obtained in advance. The government shall have five (5) working days to respond to request for deviation.

4.3.3 Drawing Discrepancies - If a discrepancy exists between the engineered drawings and the specification verbiage, the drawing shall take precedence and the conflict shall be immediately identified to the Shipyard’s primary Point of Contact. If discrepancies are found within any drawing or drawings, such conflict shall be immediately identified to the Shipyard’s primary Point of Contact. The government shall have five (5) working days to reply with resolution(s) to any discrepancies.

4.3.3.1 Availability of CADD Drawing Files

4.3.3.2 After award and upon request, the electronic "Computer-Aided Drafting and Design (CADD)" drawing files will only be made available to the Contractor for use in preparation of construction data related to the referenced contract. Note: CADD files were generated using Solid Edge ST 4. Data contained on these electronic files shall not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project only. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government. The Contractor shall make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor shall, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

4.3.3.3 These electronic CADD drawing files are not construction documents. Differences may exist between the CADD files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic CADD files, nor does it make representation to the compatibility of these files with the Contractors hardware or software. In the event that a conflict arises between the contract documents prepared by the Government and the furnished CADD files, the contract documents shall govern. The Contractor is responsible for determining if any conflict exists. Use of these CADD files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project. If the Contractor uses, duplicates and/or modifies these electronic CADD files for use in producing construction drawings and -data related to this contract, all previous indication of ownership (seals, logos, signatures, initials and dates) shall be removed.

4.3.4 New Developments - If, during the contract period, any new developments are generated that would improve the efficiency, accuracy or productivity of the Complex and its related equipment or would decrease its operation costs, the contractor shall immediately notify the Contracting Officer, in order that the new developments may, at the Government’s option, be included in the Complex being purchased herein. All reports of such developments shall be addressed to the Contracting Officer.

4.3.5 Standard, Off-The-Shelf Components – All materials and parts comprising the system shall be new, of current design and manufacture, and shall not have been in prior service except as required for factory testing.

4.3.5.1 Subcomponents listed in the drawings shall be that manufacturer’s current production models which, on the day this solicitation is issued, have been designed, engineered and sold, or are being offered for sale through advertisements or manufacturer’s published catalogs and brochures.

4.3.5.2 If a component make and model are not identified on the drawings, the vendor shall provide descriptive literature of the make and model being proposed, in sufficient detail to show that the proposed design will meet the constraints of the drawing and specification. Approval must be obtained in writing from the Shipyard’s primary Point of Contact.

4.3.5.3 All components and subcomponents shall be as specified on the drawings. All requests for substitution of “an equivalent component” shall be made in writing for approval by the Shipyard’s primary POC. The government shall have five (5) working days to respond to substitution requests.

4.3.5.4 The equipment or component shall be complete, so that when connected to the utilities identified herein, it can be used for the function for which it is designed and constructed.

4.3.6 Contractor Installation and Grooming – The Bangor PRVT Complex and all associated equipment shall be assembled, groomed and tested by the contractor with government observation prior to shipment.

4.3.7 Coordination - The Contractor shall coordinate a proposed production planning, manufacturing, assembly, testing and delivery (Plan of Actions & Milestones – POAM) schedule with the Receiving Activity Point of Contact within 20 days after the effective date of the contract.

4.3.7.1 The POAM shall be subject to review and approval of the Receiving Activity (Puget Sound Naval Shipyard & Intermediate Maintenance Facility). Approval of the POAM schedule shall not relieve the Contractor of any responsibility for performance in accordance with the contract

4.3.7.2 The Contractor shall coordinate the delivery of the Complex in a manner that causes minimum disruption/interference with the Shipyard’s normal business routine.

4.3.7.3 A post award orientation meeting between PSNS&IMF representatives and the contractor will be required within 20 working days after effective date of the contract to ensure all the requirements of the specification are thoroughly understood prior to start of fabrication. This meeting will be a visit by representative(s) of the contractor at PSNS&IMF.

4.3.8 On-Site Supervision - The Contractor shall designate an on-site (at receiving activity) supervisor to direct all contractor work performed at PSNS. The on-site supervisor shall have full authority to implement any decisions in an expeditious manner. No work shall be accomplished when a supervisor is not in the immediate work area.

4.3.9 OSHA Certification Report–The completed PRVT Complex shall be inspected, approved as defined in 29 CFR 1910.399, and labeled by a Nationally Recognized Testing Laboratory (NRTL) as defined in 29 CFR 1910.7. A satisfactory NRTL Field Evaluation Report shall be provided to the receiving activity prior to equipment delivery.

4.3.10 Identification Marking of Military Property. An Item Unique Identification Marking (IUID) shall be provided in accordance with MIL-STD-130N and all applicable documents within the standard with Machine Readable Information (MRI) for item identification marking and automatic data capture. The application of Human Readable Information (HRI) shall be used in combination with MRI and free text.

4.3.11 Safety Devices - All machine parts, components, mechanisms, and assemblies furnished on the Complex shall comply with all specific requirements of “OSHA Safety and Health Standard (29 CFR 1910), General Industry” that are applicable to the equipment itself as specified in Attachment B.

4.3.11.1 Covers, platforms, guard rails, belt guards, and other safety devices shall be provided for all parts of the equipment that present a safety hazard.

4.3.11.2 The safety devices shall prevent unintentional contact with the guarded part. The safety devices shall not interfere with the operation or maintenance of the equipment.

4.3.11.3 The safety devices shall be removable to facilitate inspection, maintenance and repair of the part.

4.3.11.4 Access Ladders, Platforms, and Safety Rails: For all equipment that requires preventative maintenance and servicing, provide access ladders, platforms, safety rails with toe boards and devices as required to meet 29 CFR 1910 Subpart D to allow workers to perform the maintenance without the use of personal fall protection.

4.3.12 Energy Isolating Devices - The equipment shall be provided with energy isolating devices (e.g., power switches, safety switches, circuit breakers, valves, etc.) that protect personnel from the release of hazardous energy as specified in the engineered drawings of Attachment B.

4.3.12.1 The devices shall be designed and manufactured such that they can be padlocked in the user-selected position (ON or OFF, OPEN or CLOSED) to prevent inadvertent or unauthorized change.

4.3.12.2 All energy isolating devices installed or modified shall be capable of being locked by being integral to the equipment installed. This includes both mechanical and electrical devices.

4.3.13 Electrical –The equipment delivered and all accessory parts shall operate from single source of primary power that is 240 VAC (+5%), single-phase, 60 Hz (100 AMPS) as specified in Attachment B.

4.3.13.1 Installers’ qualifications: Electricians performing work on this project shall be certified and licensed in the state that the work is being performed.

4.3.13.2 All electrical components including motors, starters, relays, switches, wiring and their installation, shall conform to, NFPA, NEMA, and ANSI standards for the intended application and shall be listed by Underwriter's Laboratories (UL) or equivalent OSHA-recognized organization.

4.3.13.3 Over-current Protection - All electrical components shall be fuse or circuit breaker protected in each phase conductor for AC circuits. Overloads, fuses and circuit breakers shall be coordinated for maximum component protection and minimum circuit disruption.

4.3.13.4 Motors - Motors shall be rated for continuous duty. Motors shall be equipped with ball bearings of the sealed and permanently lubricated type. All electrical motors shall meet NEMA-MG 1 requirements.

4.3.13.5 Motors must meet or exceed Consortium for Energy Efficiency Premium Efficiency™ full load efficiencies.

4.3.13.6 Control Circuits - Main and auxiliary control circuits shall operate on a circuit of 120 volts or less derived from isolation transformer integral with the equipment.

4.3.13.7 Grounding - All exposed, non‑current carrying metal parts shall be maintained at common, zero ground potential. None of the primary circuits in the equipment shall be connected to ground. A grounding stud/lug shall be provided as a means for grounding the equipment. For cord connected equipment, a NEMA type grounding plug which effectively grounds the equipment for the safety of personnel shall be acceptable in lieu of a ground stud or lug on the equipment.

4.3.13.8 System neutral - The system neutral shall be connected at the transformer neutral tap only and shall be kept isolated from the building grounding system throughout the building. The neutral of separately derived systems shall be connected at one point as specified.

4.3.13.9 Contractor shall submit a report documenting compliance with all electrical system requirements identified on the engineered drawings (Attachment B) and of this specification prior to shipment.

4.3.14 Compressed Air - Compressed air available for air-actuated mechanisms is 90 pounds per square inch gage and 100 cubic feet per minute (nominal).

4.3.14.1 If the proposed system requires more air than indicated above, the excess capacity shall be provided as part of the equipment.

4.3.15 Pneumatic Systems – Pneumatic systems shall conform to the requirements of the National Fluid Power Association T2.25.1 R. Pneumatic systems operated from the receiving activity supplied air shall be provided with regulators and filters and shall include dryers, if necessary for safe and efficient operation of the system.

4.3.16 Hydraulic Systems – Hydraulic systems shall conform to requirements of the National Fluid Power Association T2.24.1.

4.3.17 Bearings - All bearings contained in the equipment and the entire system must be United States (U.S.) or Canadian manufactured. If they are not U.S. or Canadian manufactured bearings, the vendor must provide a list of exact U.S. or Canadian made equivalent bearings that can be used for replacement of each bearing within this equipment or system. This requirement is in accordance with Defense Federal Acquisition Regulation Supplement (DFARS) 252.225-7016.

4.3.18 Audible Noise Levels - The peak audible noise emitted by the total system, to include the equipment itself and any auxiliary or support equipment required and considered part of the system, shall not exceed 84 decibels at the operators work position, nor at any other point at a distance of three (3) feet from the operator’s position, as measured on the “A” weighted scale of a type one sound level meter under all operating and service conditions.

4.3.19 Low Noise Emission Products - It is the Government's intent that any products being offered be Low-Noise-Emission Products.

4.3.20 Certified Low Noise Emission Products are products that emit noise in amounts significantly below the levels specified in federal and industrial noise emission standards and have been identified and certified per 42 USC Chapter 65.

4.3.20.1 Certified Low-Noise-Emission Products shall be provided over other like products for Government procurement and use.

4.3.20.2 Contractors shall identify any product being offered that is certified as a low-noise-emission product per 42 USC 4907.

4.3.20.3 Proof of noise level certification shall be provided upon request.

4.3.21 Painting - All surface coating shall be as prescribed in the applicable engineered drawing of Attachment B. Painting shall result in a highly wear-resistant finish that guarantees continued protection to the surfaces covered against the specified environment under all service conditions.

4.3.21.1 Lead based or chromium based paints are prohibited.

4.3.22 Identification Plate - Corrosion resistant identification plates shall be furnished with the equipment. A nameplate shall be affixed to each major component of the system showing the manufacturers name, equipment model, year of manufacture, contract number and any other pertinent information for identifying the part as a unique component of the system. The format and proposed verbiage of identification plates shall be submitted to government P.O.C. for approval prior to manufacture of plates.

4.3.23 Emergency Stop Buttons - The equipment specified herein shall be provided with emergency stop buttons (switches) as detailed in the applicable engineered drawing of Attachment B. These stop buttons shall be the mushroom type, shall be colored red, and shall be labeled as such. When activated, the emergency stop buttons shall disconnect all electrical power to the equipment such that all operations or functions will immediately stop or cease and sound a local alarm.

4.3.24 Controls and Instrumentation - Operator controls, instrumentation and indicators shall be mounted convenient to operating personnel. Such devices shall be clearly and legibly marked for function and identification. Controls shall be fitted with suitable handles, pushbuttons, or control knobs, as applicable. Gauges and instruments shall be designed for recalibration. Pressure gauges shall be calibrated in the U.S. system of measurement.

4.3.25 Energy Lockout Devices - Identify all equipment requiring energy lockout devices and any other utility requirements necessary for the proper installation of required equipment.

4.3.26 Operator / Maintenance / Repair Manuals – Furnish three (3) written copies and two (2) electronic copies viewable and searchable in Adobe Acrobat (.pdf) of the manufacturer’s standard Operation, Maintenance, and Repair Manual(s) for each installed equipment component of the Complex.

4.3.26.1 All submittals (drawings, calculations, and technical information to include as built drawings) shall be supplied without “proprietary” markings or statements. The Government shall have full rights to use, reproduce, “build from”, modify, copy, and release all submitted information.

4.3.26.2 The manuals shall include all mechanical and electrical schematics showing discrete components/block diagrams/wiring diagrams with inputs and outputs identified/system electrical interface documents and drawings for the specific model of all machine equipment/drives/controls supplied.

4.3.26.3 The information contained in the manual(s) shall reflect the unit and its components in the “as built” configuration shall be in the English language, shall be adequate to permit trouble shooting and repair of the equipment by journeymen level government personnel, and shall be in imperial units of measure.

4.3.26.4 The manuals shall include start-up, operation, shut-down and emergency shut-down procedures.

4.3.26.5 The manuals shall include a parts list with a complete bill of materials, and include manufacturer’s literature and/or installation guide(s) for all installed equipment.

4.3.27 Recommended Consumable Spare Parts - The vendor shall provide a list of recommended consumable spare parts to support one year of operation, and possible sources for procurement.

4.3.28 PCB Certification - The Contractor shall provide written certification from the manufacturer that component equipments contain no detectable PCBs (less than two (2) parts-per-million). The certification shall be on manufacturer’s letterhead, and signed by a company official who is empowered to provide same.

4.3.28.1 PCB Label Plate - A label plate containing the PCB Certification information shall be permanently affixed to the equipment in the vicinity of the manufacturer’s identification plate. A label plate shall be affixed to each major component of the system. The certification label shall be engraved or etched on wear and corrosion resistant material.

4.3.29 Asbestos Free Certification - The Contractor shall provide written certification from the manufacturer that component equipment contain no asbestos materials. The certification shall be on manufacturer’s letterhead, and signed by a company official who is empowered to provide same.

4.3.30 OSHA Compliance Statement - The contractor shall provide signed, written certification of compliance for the completed PRVT Complex stating it meets the requirements of 4.4.9 (OSHA Certification Report) with the equipment and a copy to the Receiving Activity’s Safety and Health Office. This certification shall be on manufacturer’s letterhead, and signed by a company official who is empowered to provide same. Failure to provide this certification report will delay acceptance of the equipment, and could result in rejection for failure to comply with the terms of the contract.

4.3.31 Pressure Vessel Certification and Data Sheet –The contractor shall provide a signed, written certification of compliance from the manufacture to the requirements of ASME ‑ Section VIII for any pressure vessel supplied as part of this equipment. Included shall be three (3) copies of the Manufacturers Data Report for Pressure Vessels, Form U-1A.

4.3.32 Swivel hoist ring (SHR) certification - Any SHR’s supplied as part of this equipment shall be provided with the manufacturer’s certification document which reflects the SHR serial number and record of a 200% proof test based on the rated working load limit (WLL) of SHR(s).

4.3.33 Welding

4.3.33.1 Welder Qualification – All welders must be qualified in accordance with AWS D1.2 (Structural Welding Code - Aluminum). Records of qualifications shall be submitted to the government prior to start of construction.

4.3.33.2 Weld Inspector Qualification – All weld inspectors must be qualified in accordance with AWS D1.2 (Structural Welding Code - Aluminum). Records of qualification shall be submitted to the government prior to start of construction.

4.3.33.3 Welds shall be inspected per the applicable AWS standard and the applicable engineered drawing.

4.3.34 Lifting Attachment Certification

4.3.34.1 Twenty (20) working days prior to date of delivery of the Complex, the contractor shall provide certified reports for all lifting attachments that require testing and inspection. The documentation shall include of one paper copy and one electronic copy of all documentation (in PDF or jpeg format, as applicable). Requirements for lifting attachment certification (i.e. material specification and grade, pre-load inspection, load test, and post-load inspection) are detailed on individual fabrication drawings referenced in this specification. In addition to the testing and inspection requirements listed in applicable reference drawings, load tests of each lifting attachment shall be photographed to document the method used. The certification report shall document the following (at a minimum) for each lifting attachment:

4.3.34.1.1 Documentation of material type and grade for the lifting attachment and mating structure.

4.3.34.1.2 Documentation of visual inspections.

4.3.34.1.3 Documentation of load tests, including weight/load applied, methodology and photos load test for each lifting attachment.

4.3.34.1.4 Documentation of post-load test visual inspection.

4.3.35 PMD Calibration Certification – The contractor shall provide a certification of (Calibration) for all Precision Measurement Devices (PMD) supplied as part of this equipment.

4.3.35.1 This certification shall be on the calibration laboratory or manufacturer's letterhead, and signed by a company official who is empowered to provide it.

4.3.35.2 The certification shall include proof of the testing laboratory's NSCL Z540-1 (or equivalent) certification, the calibration method used, and the calibration data and results.

4.3.36 Warranty - Supplies and services furnished shall be covered by warranty from defects in design, materials and workmanship. The warranty shall be the manufacturer’s standard commercial warranty which shall conform to all the requirements of the contract. Acceptance of the manufacturer’s standard commercial warranty shall not minimize the rights of the Government under clauses in the contract, and in any conflict that arises between the terms and conditions of the contract and manufacturer’s warranty, the terms and conditions of the contract shall take precedence. The warranty period shall commence when final acceptance has been achieved as determined when all contract line item numbers have been processed through Wide Area Workflow (WAWF) as indicated per paragraph 5.6.2. A written certificate of warranty for the PRVT Complex shall be provided by the contractor.

4.4 EQUIPMENT TO BE PROVIDED – The contractor shall provide the following components (and quantities) listed on below. Individual components/enclosures shall be fabricated and outfitted in accordance with the applicable engineering drawing, and equipped with services per drawing 2301-3935.

4.4.1 Bangor PRVT Main Enclosure (DWG 2301-3869): Quantity (1)

4.4.2 Bangor PRVT Lower Access Enclosure (DWG 2301-3934)

4.4.3 Services – PRVT enclosures shall be outfitted per drawing 2301-3935 (Bangor PRVT Services.

4.4.4 Literature – The contractor is required to submit all literature (i.e. owner manuals, services manuals, installation instructions) provided with sub components (i.e. actuators, motor controllers, door closers), (technical information shall include as built drawings) literature shall be supplied without “proprietary” markings or statements upon delivery of Complex.

5 QUALITY CONTROL AND QUALITY ASSURANCE

5.1 CONTRACTOR QUALIFICATIONS

5.1.1 The contractor shall have a quality management system that is ISO 9001 compliant for the fabrication, delivery, installation and erection of metal structures. As part of the bid package the contractor is required to submit Certificate(s) of ISO Registration.

5.2 GENERAL REQUIREMENTS

5.2.1 The Contractor is responsible for quality control, including materials and workmanship provided by subcontractors and suppliers. As part of the bid package, the contractor is required to submit a copy of the contractor’s quality control manual.

5.3 RESPONSIBILITY FOR INSPECTION - The Contractor shall be responsible for the performance of all inspection requirements (examinations and tests) as specified herein. The Government reserves the right to perform any of the inspections set forth in this specification, where such inspections are deemed necessary to assure supplies and services conform to the prescribed requirements.

5.4 RESPONSIBILITY FOR COMPLIANCE - All items shall meet all requirements of this specification and of the Engineered Drawings in Attachment B. The inspection(s) set forth in this specification shall become part of the contractor’s overall inspection system or quality program. The absence of any inspection requirements in the specification shall not relieve the contractor of the responsibility of assuring that all products or supplies submitted to the Government for acceptance comply with all requirements of the contract. Sampling inspections, as part of manufacturing operations, is an acceptable practice to ascertain conformance to requirements; however, this does not authorize submission of known defective material, either indicated or actual, nor does it commit the Government to accept defective material.

5.5 BASIC PERFORMANCE TEST AND INSPECTION AT ORIGIN - Basic performance testing shall be conducted on all primary equipment and all associated equipment to the extent practicable, to demonstrate functionality. Prior to delivery of the Bangor PRVT Complex, all components shall be inspected, assembled, and tested. The assembly and tests shall be witnessed by a representative of Puget Sound Naval Shipyard & Intermediate Maintenance Facility (PSNS & IMF). The tests shall be performed by the Contractor using personnel of their service organization directly. The Contractor may use his own facility or any other facility suitable for the performance of this “at origin” assembled test and inspection.

5.5.1 Inspection at Origin. Prior to the “at origin” assembly and test, the Government shall inspect the Bangor PRVT Complex for mechanical and electrical integrity as follows:

5.5.1.1 All accessible welds will be inspected for integrity and appearance.

5.5.1.2 Surfaces will be examined for sharp edges and burrs.

5.5.1.3 Surfaces will be examined for general cleanliness, arc slag and spatter, temporary markings, and rust.

5.5.1.4 Fasteners will be checked for tightness, and if loose, fixed to prevent loosening due to vibration.

5.5.1.5 Paint will be checked for uniformity and defects such as flaking and blistering.

5.5.1.6 Electrical equipment and services inspected for compliance to the National Electrical Code, (NFPA 70/79).

5.5.1.7 Exterior seams and surfaces will be inspected for weather tightness.

5.5.1.8 Fire alarm equipment will be inspected for compliance with NFPA 72.

5.5.1.9 Configuration of the main enclosure, lower access enclosure, and their associated components will be inspected to verify compliance with requirements in the engineering drawings of Attachment B.

5.5.2 Assembly and Operational Tests at Origin - A representative of Puget Sound Naval Shipyard & Intermediate Maintenance Facility (PSNS & IMF) shall send their technical representative(s) to witness the assembly and functional testing of the Bangor PRVT Complex. The Contractor shall schedule and coordinate the test at origin at least fifteen days prior to the test; the Contractor shall notify the Government Point of Contact of the scheduled date, time, and location of the test. Upon satisfactory completion of the inspection requirements above, the contractor shall perform an operational test.

5.5.2.1 Assembly Test

5.5.2.1.1 To perform the assembly test, the main enclosure shall be mounted on (and secured to) elevated cribbing/staging/structure that is of sufficient height so that the lower access enclosure is fully supported by the main enclosure, and is not in contact with the ground. Cribbing, blocking, and/or temporary structure required to elevate and attach the main enclosure shall be provided by the vendor.

5.5.2.1.2 Assemble the lower access enclosure on/to the main enclosure to verify proper fit-up. Operate the flange clamping mechanism connecting the main enclosure to the lower access enclosure to verify flanges of the mating components are fully seated against each other, and positive clamping force can be achieved.

5.5.2.1.3 With the lower access enclosure assembled to the main enclosure, open/close the hinged floor plate and hinged access covers in the lower access enclosure to verify proper operation with no binding.

5.5.2.2 Electrical Inspection and Testing

5.5.2.2.1 Inspect grounding and bonding system conductors and connections for tightness and proper installation.

5.5.2.2.2 Ground Resistance Test: Measure ground resistance from system neutral connection at service entrance to convenient group reference point using suitable ground testing equipment. Overall system resistance shall not exceed 15 ohms. Test shall be performed using a megohmeter operated in accordance with the test instrument manufacturers operating/test procedure. Test readings shall be taken after 30 and 60 seconds of Megger operation at slip speed. The test shall not be performed immediately following wet weather conditions.

5.5.2.2.3 Submit a copy of certified test results for record. Test reports shall include date and time of tests, relative humidity, test results, temperature and weather conditions.

5.5.2.3 Operational Testing - Connect the PRVT complex to a source of temporary power and perform operational tests as listed below.

5.5.2.3.1 Verify proper operation of all outlets and lights, including verification that 3-way switches operate correctly, interior lighting is wired in an alternating pattern per the Services drawing, battery-backup lighting works properly upon loss of AC power, and emergency exit signs work correctly.

5.5.2.3.2 Verify GFCI breakers trip on a ground fault condition.

5.5.2.3.3 Operate roof hatch system to ensure it opens/closes through full range of motion with no binding. In addition, verify that: stops and limits are adjusted properly; rate of travel is set to minimize open/closing time; sensors for variable travel speed are set/programmed to adjust rate of travel when sensors are triggered; emergency stop button halts operation; and cord clearances and strain reliefs are adequate to prevent chafing or damage to any flexible cords.

5.5.2.3.4 Operate retractable walkway to ensure operation through full range of motion with no binding, and that walkway surfaces are parallel with the main enclosure floor when fully open. In addition, verify that: stops and limits are adjusted properly; operation is only possible when key switch is in “armed” position; walkway operates if momentary switches are depressed and held (e.g. continuous-push-to-open/close); and cord clearances and strain reliefs are adequate to prevent chafing or damage to any flexible cords.

5.5.2.3.5 Perform initial inspection and testing of all fire alarm systems in accordance with NFPA 72 and attached fabrication drawings.

5.5.2.3.6 Operate heat pump systems in heating and cooling modes. Allow systems to run through at least one on-off-on cycle in each mode to verify proper operation, including verification that system cycles off/on at thermostat set-points in both heating and cooling modes.

5.5.2.3.7 Perform a pressurized water hose test on exterior surfaces of each enclosure to verify no leaks. At a minimum, test all seams/joints between the main enclosure and the lower access enclosure, hinged covers on the lower access enclosure, and seams/joints on the individual roof hatch sections (of the main enclosure) including the interface between hatch sections and the roof opening. Hose testing shall be performed by applying water at a minimum pressure of 30 psi (200 Kn/m2) from a 3/4 – 2 inch (20-50mm) diameter hose fitted with a 1/2 inch diameter nozzle (12mm) held at a distance of 3-6 feet (1-1.5 meters) from a joint or surface, moving along the joint or surface at a speed of about 3 feet (1 meter) every 2 seconds.

5.5.2.3.8 The contractor shall prepare a report documenting successful completion of the tests and inspections listed above. The report shall include any checklists used during the tests, results of each inspection and/or test, any deficiencies noted during testing, and any remedial action taken prior to a successful retest. The report shall be submitted to the government 10 working days prior to delivery.

5.5.2.3.9 For the purpose of this test, a “failure” is defined as any equipment malfunction which requires remedial action to restore the system to full operation in accordance with contract specifications.

5.5.2.4 The contractor shall demonstrate the ability of the Bangor PRVT Complex to be assembled and perform as required in Section 5 and per the requirements set forth in the Engineered Drawings, Attachment B.

5.5.2.5 All equipment functions shall be…