DMD_Enclosure_Building_Specification_rev_A_13_April_16.pdf

SPECIFICATION for

MULTI-CLASS SUBMARINE SUPPORT FACILITY

LIST OF ENCLOSURES

Attachment 1: List of Engineered Drawings

1. SCOPE - This specification reflects those characteristics that are essential to the minimum needs of the Government for a “Turn-Key” MULTI-CLASS SUBMARINE SUPPORT FACILITY. The Support Facility is to be fabricated and constructed in accordance with the engineered design drawings provided in Attachment 1. 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. 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 to the extent specified herein. Unless otherwise indicated, the issue in effect on the date of an invitation for bids or a request for proposals shall apply.

2.1 ENGINEERED DRAWINGS (ATTACHMENT 1):

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

http://www.gpoaccess.gov/ecfr http://www.nfpa.org/

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 Z535.4, Product Safety Signs and Labels

2.5.2 A13.1 Scheme for Identification of Piping Systems

2.5.3 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 D1.1 Structural Welding Code Steel

2.6.2 D1.2 Structural Welding Code Aluminum

2.6.3 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 A36; Carbon Structural Steel, Specification for

2.7.2 A304, Standard Specification for Carbon and Alloy Steel Bars Subject to End-Quench

Hardenability Requirements

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

2.7.4 B111, Standard Specification for Copper and Copper-Alloy Seamless Condenser Tubes and

Ferrule Stock

2.7.5 D2837, Standard Test Method for Obtaining Hydrostatic Design Basis for Thermoplastic Pipe

Materials or Pressure Design Basis for Thermoplastic Pipe Products

2.7.6 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

(Application for copies should be addressed to ASME International, Three Park Avenue, M/S 10E, New York, NY, 10016-5990) http://www.nema.org/ http://www.ansi.org/

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

(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 Allowable Stress Design Specification.

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

2.10.3 MIL-DTL-24441 - Epoxy Polyamide Paint

2.10.4 MIL-STD-2035

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

http://www.aisc.org/

3. REQUIREMENTS

3.1 GENERAL DESCRIPTION OF SYSTEM - This specification covers the minimum

Government requirements for a “Turn-Key”Multi-Class Submarine Support Facility. The system shall consist of various other components for a fully functional system.

3.1.1 The Multi-Class Submarine Support Facility shall be fabricated in accordance with the engineered drawings and applicable documents identified in Section 2.0.

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

3.2.1 Receiving Activity Point of Contact - Upon contract award, the receiving activity - Portsmouth Naval Shipyard - 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 Shipyard and Government activities.

3.2.2 Utilities - Reasonable amounts of shop air (80-90 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.

3.2.3 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.

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

3.3.1 Fabricate, manufacture, test and groom all equipment required; providing a complete system as specified herein.

3.3.2 Fully assemble and test the completed Multi-Class Submarine Support Facility as described in this specification.

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

3.3.4 Handling and Disposal of Waste – Portsmouth Naval Shipyard (PNS) is the owner of all waste generated within its facilities. This includes waste generated by contractor personnel while working at PNS. 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.

3.3.4.1 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.

3.3.4.2 All waste designated by the government to be hazardous will be handled in accordance with NAVSHIPYD PTSMHINST 5090.30 and transported to a hazardous waste accumulation area (HWAA) or Building 357 at the end of the work shift it is generated.

3.3.5 Lifting and Rigger Services - Prior to delivery the contractor shall provide the government with written verification that all lifting and handling requirements of this specification have been met including weights and labeling.

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

3.4 GENERAL REQUIREMENTS

3.4.1 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.

3.4.2 Drawing Compliance – Fabrication and construction must comply with the engineered drawings, Attachment 1. No deviation from the drawings is permitted, unless written approval for such deviation has been obtained in advance. The government will have five (5) days to respond to request for deviation.

3.4.3 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 will have five (5) days to reply with resolution(s) to any discrepancies.

3.4.4 New Developments - If, during the contract period, any new developments are generated that would improve the efficiency, accuracy or productivity of the facility 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 facility being purchased herein. All reports of such developments shall be addressed to the Contracting Officer.

3.4.5 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.

3.4.5.1 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.

3.4.5.2 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.

3.4.5.3 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) days to respond to substitution requests.

3.4.5.4 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.

3.4.6 Contractor Installation and Grooming – The Multi-Class Submarine Support Facility and all associated equipment shall be assembled, groomed, stacked, all mechanical/electrical systems tested, and weather tight (leak) tested by the contractor with government observation prior to shipment. The expectation is that all seams of the facility are sprayed with a hose to check for leaks.

3.4.7 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.

3.4.7.1 The POAM shall be subject to review and approval of the Receiving Activity (Portsmouth Naval

Shipyard). Approval of the POAM schedule shall not relieve the Contractor of any responsibility for performance in accordance with the contract.

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

3.4.7.3 A post award orientation meeting between PNS representatives and the contractor will be required within 15 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 may be a visit by PNS representative(s) at the contractor’s work site at PNS discretion.

3.4.8 On-Site Supervision - The Contractor shall designate an on-site (at receiving activity) supervisor to direct all contractor work. 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.

3.4.9 OSHA Certification Report– The equipment installation and its component parts shall be in compliance with the applicable OSHA regulations in accordance with CFR Title 29, Chapter XVII, Part 1910 and installed in accordance with NEC/NFPA requirements. After Facility assembly and testing, but prior to delivery, the contractor shall provide an OSHA Certification Report. 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. This report documents the results of all tests performed, provides an assessment of the equipment performance for compliance with the contract requirements, and forms a basis for recommending a safety certification. The report, test and evaluation shall be a composite of those inspection requirements specified in the contract. The report shall be prepared in an orderly manner to clearly and accurately set forth the collected data and conclusion resulting from these inspection requirements, opinions and subjective conclusions shall be clearly identified. The report shall include, but is not limited to, the following:

3.4.9.1 List of all tests performed and by whom witnessed.

3.4.9.2 List of data used for evaluation.

3.4.9.3 Tabulation of all discrepancies related to specification performance requirements.

3.4.9.4 Description of limitations revealed by data utilized.

3.4.9.5 Actions taken to mitigate each discrepancy and limitation.

3.4.9.6 Recommendations for subsequent actions.

3.4.9.7 Summary conclusions.

3.4.9.8 Manufacturer Certification that equipment has been manufactured and installed to OSHA CFR

1910.399 (per definition of “acceptable”).

3.4.10 ITEM UNIQUE IDENTIFICATION - In compliance with Defense Federal Acquisition

Regulations Supplement (DFARS) clause 252.211-7003, the vendor shall provide a unique item identifier for the equipment procured under this specification.

3.4.10.1 The encoded data elements (except issuing agency code) of the unique item identifier shall be marked on the item using one of the following three types of data qualifiers, as determined by the vendor:

3.4.10.1.1 Application Identifiers (AIs) (Format Indicator 05 of ISO/IEC International Standard 15434), in accordance with ISO/IEC International Standard 15418, Information Technology – EAN/UCC Application

Identifiers and Fact Data Identifiers and Maintenance and ANSI MH 10.8.2 Data Identifier and Application

Identifier Standard.

3.4.10.1.2 Data Identifiers (DIs) (Format Indicator 06 of ISO/IEC International Standard 15434), in accordance with ISO/IEC International Standard 15418, Information Technology – EAN/UCC Application

Identifiers and Fact Data Identifiers and Maintenance and ANSI MH 10.8.2 Data Identifier and Application

Identifier Standard.

3.4.10.1.3 Text Element Identifiers (TEIs) (Format Indicator 12 of ISO/IEC International Standard 15434), in accordance with the Air Transport Association Common Support Data Dictionary; and

3.4.10.2 The encoded data elements of the unique item identifier conform to the transfer structure, syntax, and coding of messages and data formats specified for Format Indicators 05, 06, and 12 in ISO/IEC International

Standard 15434, Information Technology – Transfer Syntax for High Capacity Automatic Data Capture Media.

3.4.11 Safety Devices - All machine parts, components, mechanisms, and assemblies furnished on the

Facility 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 1.

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

3.4.11.2 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.

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

3.4.11.4 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.

3.4.12 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 Attachment 1.

3.4.12.1 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.

3.4.12.2 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.

3.4.13 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 1.

3.4.13.1 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.

3.4.13.2 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.

3.4.13.3 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.

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

3.4.13.4 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.

3.4.13.5 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.

3.4.13.6 Contractor shall demonstrate compliance with all electrical system requirements identified on the engineered drawings (Attachment 1) and of this specification with Government representative prior to shipment.

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

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

3.4.15 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. Fittings and piping systems should be able to withstand temperatures between -20 and 120 degrees

Fahrenheit.

3.4.16 Hydraulic Systems – Hydraulic systems shall conform to requirements of the National Fluid

Power Association T2.24.1.

3.4.17 Fasteners – Fasteners used shall not be cadmium plated. All steel fasteners used for facility construction shall be zinc coated to prevent corrosion.

3.4.18 Electrical Connectors – Multi-pin electrical connectors shall be used to connect facility units together such that units can be electrically disconnected or connected to support stacking and unstacking.

3.4.19 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.

3.4.20 Floor Loading – All floor working load limits for personnel and for equipment shall be posted within each structure.

3.4.21 Personnel Training –Any equipment operational familiarization required; either for assembly, facility operation, or maintenance. Familiarization and training for PNS shall be provided by the contractor at the contractor’s facility during the government representative’s observation of assembly and equipment testing.

3.4.21.1 Training Schedule - Training shall be scheduled and tailored by mutual agreement between the

Contractor and the receiving activity.

3.4.22 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.

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

Low-Noise-Emission Products.

3.4.24 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.

3.4.24.1 Certified Low-Noise-Emission Products shall be provided over other like products for

Government procurement and use.

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

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

3.4.25 Painting - All surface coating shall be as prescribed in the applicable engineered drawing of

Attachment 1. 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.

3.4.26 Lead based or chromium based paints are prohibited.

3.4.27 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.

3.4.28 Emergency Stop Buttons - The equipment specified herein shall be provided with emergency stop buttons (switches) at the equipment control panel. 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.

3.4.29 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.

3.4.30 Lifting Attachments – For any lifting attachment indicated on the drawings of Attachment 1 that has not been engineered (due to unknown total system weight, etc.) the contractor shall provide calculations under the direction of the Shipyard’s primary Point of Contact.

3.4.30.1 The lifting attachments shall be sized based on actual weights plus 25% for unexpected growth in the weight of the load. The resulting value shall be further increased to reflect the loads induced by the angle the slings make to the plane the lifting attachments lie on. The attachments shall be oriented so the slings shall not pull out of the plane of the individual lifting attachment by more than 5º unless they are designed to withstand the resulting side load. In addition, the individual loads for each point shall be calculated based on the configuration of the rigged equipment and the location of its center of gravity. These final values shall be referred to as the Working

Load Limit (WLL).

3.4.30.2 The lifting attachments shall be designed using an allowable stress which is the lower of the two values resulting from a safety factor of 3.0 with respect to yield strength (FY) or 5.0 with respect to ultimate strength of the material (FU). A factor of 0.6 shall be applied to any allowable shear stress. For example, the allowable stress for double shear plane tear-out of a padeye hole would be either (0.6)(FY)/3.0 or (0.6)(FU)/5.0, whichever is more restrictive.

3.4.30.3 Any welds shall be designed per American Welding Society (AWS) Specification D1.1 with the following exceptions: Welds shall be designed with a safety factor of 5.0 with respect to the ultimate strength of the weld metal or base metal as applicable. A factor of 0.6 shall be applied to any allowable shear stress. For example, the allowable stress of a fillet weld shall be (0.6) (Fu)/5.0, since fillet welds are generally assumed to fail in shear, where Fu is the ultimate strength of the weld filler material or the base metal as applicable. The allowable stresses provided here apply only to the failure modes, which directly relate to the ILA and the connecting weld joint. These allowable stresses do not apply to any adjacent surrounding structure; however, such surrounding structure may be required to resist a one-time applied load equal to 210 percent of the WLL of the ILA in the cases where 200 percent load tests are required as provided herein.

3.4.30.4 When installing 2 or 4 lifting attachments, only half of them shall be assumed to carry the load.

Spreaders or strongbacks shall not be used in the lifting configuration.

3.4.30.5 The lifting attachments shall be located on the unit so that the unit can be lifted in a level fashion.

The unit’s base of support must not form an angle greater than 5 degrees from horizontal when lifted.

3.4.30.6 The structure supporting the lifting attachments shall be designed to sustain the various lateral loads imparted by the arrangement of the lifting attachments and the induced sling angle loads based on a buckling analysis per the American Institute of Steel Construction (AISC), Allowable Stress Design.

3.4.30.7 The lifting attachments are required to withstand a load test of 200% +5%-0% of the Working

Load Limit (WLL) for 2 minutes. Acceptance criteria shall be: No bending, cracking, or permanent deformation of the lifting attachments or associated structure. The contractor’s certified representative will perform the load test and inspection requirements of American Welding Society (AWS) D1.1 and submit documentation of the satisfactory results of all the various tests. The lifting attachments shall be labeled with the WLL and the test date.

3.4.30.8 All calculations required for the design of the lift points shall be performed by a Professional

Engineer, and shall be provided for review/approval by the Shipyard primary Point of Contact at least 30 days prior to shipment.

3.4.30.9 The total weight of the unit (fully assembled) shall be permanently marked on the side of each unit with 2-inch high lettering (or larger) with a contrasting color from the unit.

3.4.30.10 Each lifting attachment shall be permanently identified with its Working Load Limit by stamping, etching, or by placing a permanently attached label plate.

3.4.31 Technical Data To Be Provided – The contractor shall provide the following technical data:

3.4.31.1 Identify all equipment requiring energy lockout devices and any other utility requirements necessary for the proper installation of required equipment.

3.4.32 Operator / Maintenance / Repair Manuals – Furnish three (3) written copies and two (2) electronic copies viewable in Adobe Acrobat (.pdf) of the manufacturer’s standard Operation, Maintenance, and

Repair Manual(s) for each installed equipment component of the facility.

3.4.32.1 All submittals (drawings, calculations, and technical information) 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.

3.4.32.2 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.

3.4.32.3 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.

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

3.4.32.5 The manuals shall include parts list with a complete bill of materials.

3.4.33 PCB Certification - The Contractor shall provide written certification from the manufacturer that component equipment 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.

3.4.34 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. The certification label shall be engraved or etched on wear and corrosion resistant material.

3.4.35 OSHA Compliance Statement - The contractor shall provide signed, written certification of compliance to the requirements of 3.4.9 (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.

3.4.36 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 coded tank 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.

3.4.37 Swivel hoist ring (SHR) certification - All 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 rated WLL.

3.4.38 Lifting Attachment Certification – Each Lifting Attachment shall be provided with the manufacturer’s certification document which reflects a record of the requirements of section 3.4.30. Prior to fabrication, the contractor is required to submit their NDT procedures of all lifting attachments that require certification per the attached fabrication drawings.

3.4.38.1 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.

3.4.38.2 Within ten (10) working days from date of delivery of the facility, the contractor shall provide certified reports for all lifting attachments that require testing and inspection, and photographs of the load tests. The documentation shall consist of one paper copy and one electronic copy of all documentation (in PDF or jpeg format, as applicable).

3.4.39 Welder Qualification – All welders must be qualified in accordance with AWS D1.1 (Structural

Welding Code). Records of qualifications shall be available for review upon request.

3.4.40 Weld Inspector Qualification – All weld inspectors must be qualified in accordance with AWS

D1.1 (Structural Welding Code), and NAVSEA Technical Publication T9074-AS-GIB-010/271. Records of qualification shall be available for review upon request.

3.4.41 Training Certificates - The contractor shall issue individual certificates of qualification to each mechanic who successfully completes the training specified in 3.4.21 (Personnel Training).

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

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

3.4.42.2 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.

3.4.43 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).

3.5 EQUIPMENT TO BE PROVIDED – Portsmouth Procurement

3.5.1.1 2301-3725 Multi-Class Submarine Support Facility 01 Level: Quantity (1)

3.5.1.2 2301-3726 Multi-Class Submarine Support Facility 02 Level: Quantity (1)

3.5.1.3 2301-3727 Multi-Class Submarine Support Facility 03A Level: Quantity (1)

3.5.1.4 2301-3731 Multi-Class Submarine Support Facility Lifting Structure: Quantity (1)

3.5.1.5 2301-3732 Multi-Class Submarine Support Facility Services: Quantity (1)

3.5.1.6 PNS Level 02 Lifting Lug Modification

3.5.2 Services – All facility components shall be outfitted per drawing 2301-3732: Multi-Class

Submarine Support Facility Services

3.5.3 Literature – The contractor is required to submit all literature (i.e. owner manuals, services manuals) provided with sub components (i.e. actuators, motor controllers, door closers) prior to delivery of facility.

3.5.4 Operating Conditions – The equipment shall be designed for continuous operation and storage in an outdoor, dust laden marine environment, subjected to freezing temperatures, rain, wind and snow.

3.5.4.1 Temperature Range: -20 to 120

o

F

3.5.4.2 Relative Humidity: up to 100% Non-Condensing

4. QUALITY ASSURANCE PROVISIONS

4.1 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.

4.2 RESPONSIBILITY FOR COMPLIANCE - All items shall meet all requirements of sections 3 and 4, and of the Engineered Drawings Attachment 1. 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.

4.3 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 Multi-Class Submarine Support Facility all Facility Levels and all components shall be inspected, assembled, and tested. The assembly and tests shall be witnessed by a representative of Portsmouth Naval Shipyard (PNS). The tests shall be performed by the Contractor 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.

4.3.1 Inspection at Origin. Prior to the “at origin” assembly and test, the Government shall inspect the

Multi-Class Submarine Support Facility for mechanical and electrical integrity as follows:

4.3.1.1 The inspections shall be performed at the Shipyard’s discretion.

4.3.1.1 All welds will be inspected for integrity and appearance.

4.3.1.2 Surfaces will be examined for no sharp edges and burrs.

4.3.1.3 Fasteners will be checked for tightness.

4.3.1.4 Paint will be checked for no flaking and blistering.

4.3.1.5 Electrical requirements for compliance to the National Electrical Code, (NFPA 70/79).

4.3.1.6 The fit of parts with particular reference to the interchangeability of those which are likely to require replacement.

4.3.1.7 Exterior seams and surfaces will be checked for weather tightness. The expectation is that all seams of the facility are sprayed with a hose to check for leaks.

4.3.2 Assembly and Operational Tests at Origin - A representative of Portsmouth Naval Shipyard

(PNS) Site shall send their technical representative(s) to witness the assembly and functional testing of the Multi-

Class Submarine Support Facility. 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.

4.3.2.1 The assembly test shall consist of stacking: 02 Level on 01 Level, 03A Level on 02 Level, and

Lifting Structure on 02 Level. Verify facility components mate up correctly as listed below.

4.3.2.1.1 All corner clamp fittings engage/lock properly with no binding.

4.3.2.1.2 All threaded rods align properly.

4.3.2.1.3 Supplemental load transfer blocks align properly so fasteners can be installed.

4.3.2.1.4 All joints/seams between facility sections are properly sealed and weather-tight. Joints and seams shall be tested for weather tightness. The expectation is that all seams of the facility are sprayed with a hose to check for leaks.

4.3.2.1.5 Modular stairs, deck plates and handrails designed to be installed in alternate configurations can be installed in each configuration and fit up properly.

4.3.2.2 Connect facility to source of temporary power and perform operational tests as listed below.

4.3.2.2.1 Verify all lights and outlets operate correctly.

4.3.2.2.2 01 Level: operate all work platform actuators (in both configurations) to ensure work platform opens/closes through full range of motion; stops and limits are adjusted properly; floor surfaces are even when platform sections are in down position; no binding during operation.

4.3.2.2.3 02 Level: operate rolling platform and stair actuators to ensure operation through full range of motion; stops and limits are adjusted properly; no binding occurs.

4.3.2.2.4 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 operation.

4.3.2.2.5 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.

4.3.2.3 The contractor shall demonstrate the ability of the Multi-Class Submarine Support Facility to be assembled and perform as required in Section 3 and per the requirements set forth in the Engineered Drawings, Attachment 1.

4.3.2.4 All equipment functions shall be exercised to the extent necessary to prove proper operation in accordance with specification requirements.

4.3.2.5 The system shall function, without failure, for the duration of this test period.

4.3.2.6 If a failure occurs during the test period, repairs shall be immediately effected by the Contractor, and the tests shall be restarted from the first test.

4.3.2.7 Three (3) failures without completion of the test period shall be considered cause for rejection of the system.

4.3.2.8 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.

Note: Faults will be duly recorded and presented to the contractor for rectification.

4.4 INSPECTION AT DESTINATION

4.4.1 Initial Test And Grooming - The equipment delivered with the system shall be inspected by the

Government for mechanical and electrical integrity with the vendor present as follows:

4.4.1.1 All welds will be inspected for integrity and appearance.

4.4.1.2 Surfaces will be examined for no sharp edges and burrs.

4.4.1.3 Fasteners will be checked for tightness.

4.4.1.4 Paint will be checked for no flaking and blistering.

4.4.1.5 Electrical requirements for compliance to the National Electrical Code, (NFPA 70/79).

4.4.1.6 The fit of parts with particular reference to the interchangeability of those which are likely to require replacement.

4.4.1.7 Portsmouth Naval Shipyard will stack the 01/02 levels together within 1 week of delivery. The vendor shall be present for a leak tight check of all joints.

4.4.2 General functionality of all components tested at origin may be checked at the Shipyard’s discretion.

5. DELIVERY

5.1 RECEIVING ACTIVITY POINT OF CONTACT - The receiving activity, Portsmouth Naval

Shipyard (PNS) Site, Point Of Contact shall be Heidi Martineau Code 983.12 and can be contacted at (207) 438-

5140.

5.1.1 Delivery Date - It is required that all goods and services provided by this solicitation be delivered no later than January 15, 2017 (see 5.1.5).

5.1.2 Arrival Of Personnel - The receiving activity shall be notified no less than 48 hours prior to the arrival at the site of the contractor’s installation personnel or any equipment associated with this contract.

5.1.3 Shipment Of Materials - Shipment of materials shall be coordinated with site preparation and installation. Material transportation from the manufacturer’s facility to the work site shall be the responsibility of the

Contractor. Materials to be shipped shall be shrink wrapped and/or tarped to protect against inclement weather and to prevent unnecessary cleaning/housekeeping prior to use. Limited secured storage areas at the facility will not permit the Government to store material for extended periods of time. Early shipment of materials, without the permission of the receiving activity shall be refused.

5.1.4 Packing Material - The use of shredded paper, whether newspaper, office scrap, computer sheets, or wax paper, in packing material for shipment to Navy activities, is prohibited.

5.1.4.1 Delivery Location – Portsmouth Naval Shipyard - Procurement

Receiving Officer

Portsmouth Naval Shipyard

Bldg. 170; Code 501

Portsmouth, NH 03804-5000

5.1.5 Delivery - This is a “Turn-Key” System. It is the Government’s intent that the Contractor deliver a fully operational and functional system meeting the requirements stated herein prior to acceptance by the receiving activity and final payment by the Government. Delivery of this “Turn Key” system shall occur when all deliverable items of this contract have been received, inspected and the contractor has demonstrated and the receiving activity has confirmed that the system meets or exceeds the requirements set forth in this specification and is ready for

Government use.

6. ENVIRONMENTAL, SAFETY AND HEALTH REQUIREMENTS FOR THE

PORTSMOUTH NAVAL SHIPYARD

6.1 CONTRACTORS - The Contractor and Subcontractors shall comply with the Environmental, Safety and Health requirements for the Portsmouth Naval Shipyard. It is intended to provide Contractor personnel with information which reflects the Government’s environmental, safety and health issues they may incur during their work at Portsmouth Naval Shipyard.

6.1.1 Contractors working at the receiving activity are required to perform their work in compliance with all Federal, State, and local regulations pertaining to the environment.

6.2 HAZARDOUS MATERIAL MANAGEMENT

6.2.1 All hazardous material must receive approval prior to being brought onto the job site or prior to any other use in connection with this contract. Allow a minimum of ten (10) working days for processing of the request for use of a hazardous material.

6.2.2 Contractor shall report all spills and leaks of oil or other hazardous substances (e.g., oil, antifreeze, chemicals, etc.) occurring during the performance of this contract immediately upon discovery, regardless of the quantity. Call 207-438-2333 to report the spill.

6.2.3 The Government reserves the right to clean up, package and dispose of contractor spills occurring on the Shipyard, and to bill such costs to the Contractor. A determination will be made following inspection of the spill site as to whether packaging and cleanup will be performed by the Government, or whether the Contractor will be allowed to perform the cleanup.

6.2.4 Minimize the use of hazardous materials and the generation of hazardous waste.

6.2.5 No hazardous material shall be brought onto Government property that does not directly relate to requirements for the performance of this contract.

6.2.6 Incidental materials used to support the contract including, but not limited to, aerosol cans, waste paint, cleaning solvents, contaminated brushes, rags, clothing, etc. may be hazardous wastes and shall be disposed by the Government.

6.2.7 All personnel working within the dry dock will ensure that trash, trade litter, and industrial debris are collected and properly disposed of prior to the end of each work shift. Additionally, personnel will ensure that all material and supplies, stored within the shipyard, are protected from the weather and are placed on pallets.

6.2.8 Cleanup of the work area will occur on a regular basis. Utilize built-up flooring, Herculite, and filter fabric, as appropriate, to minimize pollutants contacting the shipyard and migrating to the drainage system.

Sweep or vacuum as necessary.

6.2.9 The Contractor is not authorized to discharge any materials to sanitary sewer, storm drain, or to the Piscataqua River or conduct waste treatment or disposal on Government property without written approval of the Contracting Officer.

6.2.10 All hazardous wastes generated within the confines of the Shipyard shall be disposed of by the Government. Accordingly, all hazardous wastes generated by the Contractor to accomplish requirements of this contract shall be considered Government-generated, and shall be disposed of by the Government. Contractor shall not bring hazardous wastes onto Government property. For hazardous waste spills, the Contractor shall call the Shipyard Fire Department, extension 2333, immediately, and then verbally notify the Contracting Officer.

6.2.11 Hazardous waste/debris will be identified, labeled, handled, stored, and disposed of in accordance with all Federal, State, and local regulations including 40 CFR 260-268, 273, 279 and State of Maine MEDEP Regulations Chapter 850 to 855, and NAVSHIPYD PTSMHINST 5090.30.

6.3 PERSONAL HEALTH AND SAFETY

6.3.1 The proposed work described herein will be performed in an industrial manufacturing area under the guidelines of OSHA and the receiving activity’s Environmental, Safety and Health Office.

6.3.2 The Contractor shall conduct all work in a safe manner and shall provide all necessary safety equipment.

6.3.3 Compliance With OSHA - Contracting personnel shall perform all work in accordance with the latest OSHA rules and regulations issued by the Department of Labor, 29 CFR Parts 1910, 1915, and 1926 as applicable.

6.3.4 Safety Equipment - The Contractor shall provide their employees with all necessary safety equipment during the performance of work on this contract.

6.3.4.1 All…