ATTACHMENT_1_-_PROCUREMENT_SPECIFICATION_FOR_P507-18_DMD_COMPLEX.pdf

TECHNICAL SPECIFICATION - BANGOR DMD COMPLEX

Technical Specification

Bangor DMD Complex

OPN P507-18

Prepared by: K. E. Nelson/s/, Code 2380.3, 1/12/18

TECHNICAL SPECIFICATION - BANGOR DMD COMPLEX

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

ATTACHMENT B: LIST OF TECHNICAL INSTRUCTIONS AND ENGINEERED DRAWINGS FOR

BANGOR DMD COMPLEX

1 SCOPE: This specification reflects those characteristics that are essential to the minimum needs of the Government for a “Turn-Key” Bangor DMD Complex. The DMD 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, and the training of operator and maintenance personnel 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 2301-3902 (Bangor DMD 01 Level)

2.1.3 Drawing 2301-3903 (Bangor DMD 02 Level)

2.1.4 Drawing 2301-3923 (Bangor DMD 03A Level)

2.1.5 Drawing 2301-3924 (Bangor DMD 03C Level)

2.1.6 Drawing 2301-3885 (Bangor DMD 05 Level)

2.1.7 Drawing 2301-3925 (Bangor DMD 05 Level Hull Seal)

2.1.8 Drawing 2301-3904 (Bangor DMD Services)

2.1.9 Drawing 2301-3918 (Bangor DMD Low Pressure Air System)

2.1.10 Drawing 2301-3919 (Bangor DMD Miscellaneous)

2.1.11 Drawing 2301-3921 (Portable Video Monitoring Station)

2.1.12 Drawing 2301-3905 (Bangor DMD RW Tank Enclosure)

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

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

2.11.10ANSI/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

http://www.aisc.org/

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 http://www.wsdot.wa.gov/CommercialVehicle https://akss.dau.mil/Lists/Policy%20Documents/Defense%20Federal%20Acquisition%20Regulation%20Supplement.aspx https://akss.dau.mil/Lists/Policy%20Documents/Defense%20Federal%20Acquisition%20Regulation%20Supplement.aspx 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.

3.1.1.1.4 Licenses, certificates, qualifications –

3.1.1.1.4.1 The contractor is required to submit with their bid package the non-destructive testing (NDT) procedures that will be used to perform NDTs of all lifting attachments that require certification per the attached fabrication drawings.

NOTE: NDT procedures will be reviewed by the government to ensure compliance with NAVSEA Technical Publication T9074-AS-GIB-010/271

(Requirements for Nondestructive Testing Methods).

3.1.1.1.4.2 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 steel structures. Section

5.1.1 of the Technical Specification relates.

3.1.1.1.4.3 The contractor shall provide a copy of their AISC Certification with their bid package demonstrating they meet the quality certification requirements for the

Standard for Steel Building Structures. Section 5.1.2 of the Technical Specification relates.

3.1.1.1.4.4 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.

3.1.1.1.4.5 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, NDT, 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 DMD Complex as identified below.

Section Delivery Time Item Deliverable

3.1.1.1.1 Pre-award Exceptions

3.1.1.1.2 Pre-award Statement of Technical Compliance

3.1.1.1.3 Pre-award Preliminary Work Schedule

3.1.1.1.4.1 Pre-award NDT Procedure

Section Delivery Time Item Deliverable

3.1.1.1.4.2 Pre-award Certificate of ISO Registration

3.1.1.1.4.3 Pre-award Documentation of AISC Certification

3.1.1.1.4.4 Pre-award Quality Control Manual

3.1.1.1.4.5 Pre-award Capabilities Statement

3.1.1.2.1 Pre-award Contractor Performance Data Sheets

3.1.1.3.1 Pre-award Unit pricing for each CLIN

4.4.8 Post-construction OSHA Certification Report

4.4.9 Pre-construction Item Unique Identification Report

4.4.12.9 Post-construction Electrical Certification Report

4.4.25 Post-construction O & M Manuals

4.4.26 Post-construction Recommended Consumable Spare Parts List

4.4.27 / 4.4.31 Post-construction PCB and Asbestos Certification

4.4.29 Post-construction Pressure Vessel Certification and Data Sheet

4.4.30 Post-construction Swivel Hoist Ring Certification

4.4.32.1 Post-Construction Welder Qualification Records

4.4.32.2 Post-Construction Weld Inspector Qualification Records

4.4.32.4.2 Post-Construction Photo/Video Documentation of Seal Welds

4.4.33.1 Post-construction Report of Lifting Attachment Certification, with photographs

4.4.34 Post-construction PMD Calibration Certification

4.4.35 Post-construction Certificate of Warranty

4.5.1 Post-construction Bangor DMD 01 Level; Qty 1

4.5.2 Post-construction Bangor DMD 02 Level; Qty 1

Section Delivery Time Item Deliverable

4.5.3 Post-construction Bangor DMD 03A Level; Qty 2

4.5.4 Post-construction Bangor DMD 03C Level; Qty 1

4.5.5 Post-construction Bangor DMD 05 Level; Qty 1

4.5.6 Post-construction Bangor DMD 05 Level Hull Seal: Qty 1

4.5.7 Post-construction Bangor DMD Services; Qty 1

4.5.8 Post-construction Bangor DMD Low Pressure Air; Qty 1

4.5.9 Post-construction Bangor DMD Miscellaneous; Qty 2

4.5.10 Post-construction Portable Video Monitoring Station; Qty 1

4.5.11 Post-construction Bangor DMD RW Tank Enclosure; Qty 1

4.5.13 Post-construction Literature and As-built Drawings

5.5.2.3.3 Post-Construction Electrical Testing Report

5.5.2.4.11 Post-construction Report of At-Origin Testing and Inspection

4 REQUIREMENTS

4.1 GENERAL DESCRIPTION OF SYSTEM - This specification covers the minimum

Government requirements for a “Turn-Key” Bangor DMD Complex. The system shall consist of various other components for a fully functional system.

4.1.1 The Bangor DMD 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.

4.2.4 Availability of CADD Drawing Files

4.2.4.1 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.

4.2.4.2 These electronic CADD drawing files are not construction documents. Differences may exist between the CADD files and the corresponding construct ion 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 signed/sealed construction documents prepared by the Government and the furnished CADD files, the signed/sealed construction 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 CONTRACTOR RESPONSIBILITIES - The Contractor shall be responsible for the following:

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

4.3.2 Fully assemble and test the completed Bangor DMD Complex as described in this specification.

Note: Assembly of the Bangor DMD Complex requires mounting the 02 Level on top of the 01 Level, the Lower 03A Level unit shall be mounted on top of the

02 Level, the 03C Level shall be mounted on top of the lower 03A unit, the upper

03A Level unit shall be mounted on top of the 03C unit, and the 05 Level unit

(with hull seal) shall be mounted on top of the upper 03C unit. The Tank

Enclosure shall be positioned directly adjacent to the 01 Level.

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

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

4.3.5 Deliver the DMD Complex to – Puget Sound Naval Shipyard & IMF:

Puget Sound Naval Shipyard

1400 Farragut Avenue

Bremerton, WA. 98314-5001

4.4 GENERAL REQUIREMENTS

4.4.1 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.

4.4.2 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.

4.4.3 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.

4.4.4 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.

4.4.4.1 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.

4.4.4.2 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.

4.4.4.3 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.

4.4.4.4 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.

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

4.4.6 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.

4.4.6.1 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

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

4.4.6.3 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.

4.4.7 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.

4.4.8 OSHA Compliance. The equipment installation and its component parts shall be in compliance with 29 CFR 1910, NFPA 70 and NFPA 79. Approval shall be as specified under the “Approval” and “Acceptance” criteria in the OSHA regulations Subpart “O”, Machinery and Machine Guarding paragraph 1910.212, 1910.213 and Subpart “S”

Electrical, paragraph 1910.303 and paragraph 1910.399.

4.4.8.1 OSHA Approved Certification. The equipment specified herein shall be inspected and labeled by a Nationally Recognized Testing Laboratory (NRTL) as defined in 29

CFR 1910.7 and approved as defined in section 2.8.2 of this statement of work, OSHA

Compliance. A satisfactory NRTL Field Evaluation Report shall be provided to the receiving activity prior to equipment delivery.

4.4.9 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.

4.4.9.1 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:

4.4.9.1.1 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.

4.4.9.1.2 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.

4.4.9.1.3 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

4.4.9.2 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.

4.4.10 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.

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

4.4.10.2 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.

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

4.4.10.4 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.

4.4.11 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.

4.4.11.1 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.

4.4.11.2 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.

4.4.12 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.

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

4.4.12.2 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.

4.4.12.3 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.

4.4.12.4 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.

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

4.4.12.6 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.

4.4.12.7 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.

4.4.12.8 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.

4.4.12.9 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.

4.4.13 Compressed Air - Compressed air available for air-actuated mechanisms is 90 to 110 pounds per square inch gage and 100 cubic feet per minute (nominal).

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

4.4.14 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 at 90 to 110 pounds per square inch gage and 100 cubic feet per minute shall be provided with regulators and filters and shall include dryers, if necessary for safe and efficient operation of the system.

4.4.15 Hydraulic Systems – Hydraulic systems shall conform to requirements of the National

Fluid Power Association T2.24.1.

4.4.16 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.

4.4.17 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 operator’s 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.

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

4.4.19 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.

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

Government procurement and use.

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

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

4.4.20 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.

4.4.20.1 Lead based or chromium based paints are prohibited.

4.4.21 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.

4.4.22 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.

4.4.23 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.

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

4.4.25 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.

4.4.25.1 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.

4.4.25.2 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.

4.4.25.3 The Maintenance Manual shall list separately all annual preventive maintenance actions to include periodicity table.

4.4.25.4 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.

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

4.4.25.6 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.

4.4.26 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.

4.4.27 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.

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

4.4.29 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.

4.4.30 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 the rated working load limit

(WLL) of SHR(s).

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

4.4.32 Welding

4.4.32.1 Welder Qualification – All welders must be qualified in accordance with AWS D1.1

(Structural Welding Code). Records of qualifications shall be submitted to the government prior to start of construction.

4.4.32.2 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 submitted to the government prior to start of construction.

4.4.32.3 Welds shall be inspected per the applicable AWS standard, Section N of AISC A360 and the applicable engineered drawing.

4.4.32.3.1 All welds identified as requiring “NDT” on engineered drawings shall be visually inspected prior to, during and after welding, and magnetic particle tested per the engineered drawing. Visual inspections and NDT of these welds shall be documented and included in the Lifting Attachment Certification Report of Section 4.3.34.1.

4.4.32.4 Seal welds shown on engineered drawings are critical for weather-tightness of the assembled complex. Seal welds for the 01 Level are detailed on Sheet 4 of drawing

2301-3902 (views 28C, 28D, 30B2, 30C, 31B, 32C1 and 32C2 relate). Similar details are included in engineered drawings for the 02 Level, 03A Level, 03C Level, 05 Level and RW Tank Enclosure.

4.4.32.4.1 All “seal welds” identified on the engineered drawings shall be visually inspected prior to, during and after welding per Section N of AISC A360.

4.4.32.4.2 Many seal welds are inaccessible for inspection after wall panels are installed, but are critical to ensuring a weather-tight enclosure after assembly of the DMD Complex.

Seal welds that are inaccessible for inspection after wall panels are installed shall be documented using digital photography (or video). The contractor shall provide copies of photo/video documenting completion of seal welds that are inaccessible for inspection, at each level of the DMD Complex, within ten (10) working days from date of delivery.

4.4.33 Lifting Attachment Certification

4.4.33.1 Within ten (10) working days prior to 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, drop weight or charpy V-notch testing, 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:

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

4.4.33.1.2 For lifting attachments on DWG 2301-3919 (Bangor DMD Miscellaneous) and DWG

2301-3905 (Bangor DMD RW Tank Enclosure), documentation of drop weight testing per ASTM E208 or charpy impact testing per ASTM A307 is required for the lifting attachments and mating structure. See General Note T1.I of DWG 2301-3919 and

DWG 2301-3905.

4.4.33.1.3 Documentation of visual inspections.

4.4.33.1.4 Documentation of pre-load test NDT.

4.4.33.1.5 Documentation of load tests, including weight/load applied, methodology and photos.

4.4.33.1.6 Documentation of post-load test visual inspection.

4.4.33.1.7 Documentation of post-load test NDT.

4.4.33.1.8 Documentation (via photograph) of load test for each lifting attachment.

4.4.34 PMD Calibration Certification – The contractor shall provide a certification of

(Calibration) for all Precision Measurement Devices (PMD) supplied as part of this equipment.

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

4.4.34.2 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.

4.4.35 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.

4.5 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 2301-3904.

4.5.1 Bangor DMD 01 Level (DWG 2301-3902): Quantity (1)

4.5.2 Bangor DMD 02 Level (DWG 2301-3903): Quantity (1)

4.5.3 Bangor DMD 03A Level (DWG 2301-3923): Quantity (2)

Note: Two each (2) 03A Level enclosures are required to form the Bangor DMD

Complex. The “lower” 03A Level enclosure shall be configured as shown in

Detail 32A of DWG 2301-3923. The “upper” 03A Level enclosure shall be configured as shown in Detail 32C of DWG 2301-3923. When assembled, the lower 03A enclosure is mounted on top of the 02 Level enclosure. The 03C Level enclosure is mounted on top of the lower 03A Level enclosure. The upper 03A

Level enclosure is mounted on top of the 03C Level enclosure, and the 05 Level enclosure is mounted on top of the upper 03A Level enclosure.

4.5.4 Bangor DMD 03C Level (DWG 2301-3924): Quantity (1)

4.5.5 Bangor DMD 05 Level (DWG 2301-3885): Quantity (1)

4.5.6 Bangor DMD 05 Level Hull Seal (DWG 2301-3805): Quantity (1)

4.5.7 Bangor DMD Services (DWG 2301-3904): Quantity (1)

4.5.8 Bangor DMD Low Pressure Air System (DWG 2301-3918): Quantity (1)

4.5.9 Bangor DMD Miscellaneous (DWG 2301-3919): Quantity (2)

Note: A total of two each (2) weather covers are required per DWG 2301-3919.

Weather cover(s) will be installed on the 02 Level and upper 03A Level enclosures when the facility is in storage, and may be temporarily installed on the

02 Level and upper 03A Level during setup/removal.

4.5.10 Portable Video Monitoring Station (DWG 2301-3921): Quantity (1)

4.5.11 Bangor DMD RW Tank Enclosure (DWG 2301-3905): Quantity (1)

4.5.12 Services – DMD Complex components shall be outfitted per drawing 2301-3904 (Bangor

DMD Services) and drawing 2301-3918 (Bangor DMD Low Pressure Air System).

4.5.13 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), and any as-built drawings generated during fabrication of the Bangor DMD Complex 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 steel structures. As part of the bid package the contractor is required to submit Certificate(s) of ISO Registration.

5.1.2 The contractor shall be certified by AISC to meet the quality certification requirements for the Standard for Steel Building Structures. As part of the bid package the contractor is required to submit Certificate(s) of AISC Certification.

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.

5.2.2 The Quality Control and Quality Assurance requirements of Section N of AISC 360 shall apply to all structural steel fabrication associated with this project.

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 DMD 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 DMD 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…