Performance Work Statement draft.pdf

PERFORMANCE WORK STATEMENT FOR THE SUBMARINE

MAINTENANCE ENCLOSURE #2 ROOF HEIGHT MODIFICATION

1. BACKGROUND

1.1 Pearl Harbor Naval Shipyard & Intermediate Maintenance Facility (PHNSY&IMF) is a US Navy regional industrial center located on the island of Oahu, Hawaii. Its industrial operations provide the service and resources to maintain, overhaul, and repair various vessels of the US Navy in the Pacific Region.

1.2 PHNSY&IMF Submarine Maintenance Enclosure (SME) roof clearance is too low to allow equipment to pass through.

1.3 The existing structure is portable and modular, mainly comprised of two side towers and one roof.

1.3.1 Each side tower is approximately 19 feet wide x 35 feet long x 36 feet high and weigh 112,000 pounds. These side towers will not require modification, but will need to be incorporated into calculations.

1.3.2 The existing roof is approximately 66 feet wide x 35 feet long x 10 feet tall and weighs 69,000 pounds.

1.3.3 When erecting the structure, the roof is placed onto both side towers. The roof connection is via HSS tube steel roof columns fitting over the side tower padeye structure. There are two connections per side tower.

2. SCOPE

2.1 The Contractor shall modify the Submarine Maintenance Enclosure’s (SME) “aft” roof wall to increase the clearance height to 38 feet 6 inches (38’6”) above ground level. The 38’6” height clearance is required for a minimum of six feet port & starboard of centerline. Currently, the roof’s aft wall height is approximately 35 feet above ground level.

2.2 The Contractor shall provide calculations that prove the final modified structure will contain sufficient strength to perform it’s intended functions.

2.3 Contractors will not have access to the inside of the SME while in use. Access to the internals will be restricted to when the SME is not in use and will require advanced coordination with the Technical Point of Contact (TPOC) and the

Contract Officer’s Representative (COR).

2.4 The SME roof will not be available for construction until approximately September

27, 2023. The Contractor shall coordinate the roof availability and construction schedule with the COR and TPOC. The contractor may need to wait several months until the SME is available for construction.

2.5 The modification shall not interfere with the existing electrical or pneumatic systems in any way.

2.6 Delivery. Subsequent to final drawing approval, the Contractor shall modify and complete the operational test not later than November 14,2023. The address for

PHNSY&IMF is as follows: Commander (Code 980) Pearl Harbor Naval Shipyard and IMF667 Safeguard Street, Suite 100, Pearl Harbor, HI 96860-5033

2.7 Structural. Contractor shall provide structural plans and calculations of all components of the SME affected by the modifications for the dead load, live load, wind force, earthquake force, and applicable load combinations per the requirements of UFC 3-300-10N. The plans and calculations shall include, but not limited to, the Roof Structure and both Side Towers. These specific situations shall be analyzed:

2.7.1 Roof placed on ground – not anchored

2.7.2 Roof placed on ground - anchored with cables tied to docking blocks

2.7.3 Roof being lifted via padeyes

2.7.4 Roof attached to side towers (assembled) – not anchored

2.7.5 Roof attached to side towers (assembled) – anchored with cables tied to docking blocks.

2.8 Submittals and Pre-Production Drawings. The Contractor shall provide manufacture analysis, plans and specifications at the following intervals:

2.8.1 Submittal 1: 100% manufacture analysis, plans, and specifications

2.8.2 Submittal 2: Final manufacture analysis, plans, and specifications

2.8.3 Submittal 3: As-built design drawings

2.9 Each submittal shall be legible and written in the English language. Each submittal should be transmitted to the PHNSY COR and project manager electronically via the DoD Safe system (or equivalent). The final as-built submittal shall also include three (3) bound hard/paper copies shall be provided to PHNSY&IMF. All documents shall be in Portable Document Format (PDF) unless otherwise specified.

Included in each submittal shall be, at minimum, design drawings, basis of design, fabrications drawings, calculations, manufacturing schedules, equipment delivery schedules and installation plan with drawings and final completion dates.

PHNSY&IMF will provide comments within ten (10) business days from date of receipt of submittals. All comments shall be resolved prior to the start of construction.

2.9.1 The information contained in each submittal shall be in imperial units of measure.

2.9.2 Drawings containing structural details and/or calculations shall bear a complete title block with a permanent drawing number, signature, date, and an original stamp or seal of a Professional Engineer (PE) licensed in the state of the receiving Government activity.

2.9.3 An electronic copy of the design, fabrication and installation drawings shall be provided in AutoCAD. The contractor shall check with the

PHNSY project manager to see what version of AutoCAD can be used by the shipyard (for example: AutoCAD 2016).

2.9.4 Rejection of drawings does not relieve the contractor from final delivery date of contract performance period.

2.9.5 Deviations from pre-approved drawings must be approved in writing by

PHNSY&IMF if deviations affect the requirements of this document.

2.10 Technical Data. Three (3) bound hard/paper copies of the final as-built drawing and Operation and Maintenance manuals shall be furnished. All copies of technical data shall be legible and written in the English Language. Data shall contain, at minimum, technical information, specifications, instructions for the operation, maintenance, repair and overhaul of the SME, installation plan with drawings, certifications and statements required by this PWS, the contract and all attachments, and results of all tests and inspections performed. This shall also apply for all components, assemblies, attachments accessories purchased by the prime

Contractor from other sources and included in the end item. Technical data shall be furnished not less than ten (10) business days prior to delivery of the equipment.

Each binder cover shall indicate in bold type the manufacturer's name, contract number, model number, and serial number of the unit. Computer based files shall be both .pdf, AutoCAD, and MS Word and sent to the government using the DOD

Safe website.

2.11 Installation/Modification Drawings. These drawings shall bear a complete title block with a permanent drawing number, signature, date, and an original stamp or seal of a Professional Engineer (PE) licensed in the state of the receiving

Government activity. The submission shall include an engineering report with structural calculations used in the design. The engineering report shall also be stamped by a PE licensed in the state of the receiving Government activity. Refer to

Attachment 4 for additional requirements. The drawings shall contain at include, at minimum, the following:

2.11.1 Overall and principal dimensions in sufficient detail to establish limits of space in all directions required for installation, operation and servicing.

2.11.2 Interface mounting and mating information, such as dimensions of location for attaching hardware, and meet the manufacturer vibration design requirement

2.11.3 Weight change due to modification.

2.12 Updated Lifting Sketch for Roof. The Contractor shall provide a lifting sketch that shall identify the following in conformance with NAVFAC P-307.

2.12.1 The weight of the load.

2.12.2 The location of the center of gravity.

2.12.3 The minimum capacity/length of slings.

2.12.4 The minimum capacity of other standard rigging gear.

2.12.5 The attachment (lifting) points for the load.

2.12.6 Limitations on allowable orientations for any parts making up the lifting assembly.

2.13 Quality of Workmanship and Material. Documentation shall be provided that includes specific objective quality of workmanship and material statements from the manufacturer and suppliers of materials that shall include, at minimum, the following:

2.13.1 Welder certification and experience.

2.13.2 Positive certification of MT inspection of all welds required by this PWS.

2.13.3 ANSI A325 high strength fasteners.

2.14 Test Data Results Used for Evaluation of Equipment to Meet Specification

Requirements. The Contractor shall submit a written test report of all tests and results. The test report shall be submitted within ten (10) business days from the date of the test performance. The test report shall include the following:

2.14.1 List of all tests performed and by whom witnessed (Government and

Contractor).

2.14.2 Test data results used for evaluation of equipment to meet specification requirements.

2.14.3 Tabulation of all discrepancies related to specification performance requirements.

2.14.4 Descriptions of limitations revealed by data utilized.

2.14.5 Recommendations for subsequent actions.

2.14.6 If test results do not meet specification performance requirements, Contractor shall re-perform the test at no additional cost to the

Government.

2.15 Construction. The SME shall be constructed of parts which are new or reclaimed, without defects, and free of repairs necessary to meet the operational and performance requirements specified herein. The SME shall be capable of withstanding all forces encountered during use of the enclosure to its maximum rating and capacity without permanent distortion and capable of performing its intended function. Should a conflict exist within the supplied documentation, PHNSY&IMF shall provide resolution in writing relative to this contract only.

2.15.1 Materials. Materials not definitely specified shall be in accordance with a federal, military or national technical society, association or institute specification or standard.

2.15.2 Fastening Devices. All screws, pins, bolts, and other fasteners shall be installed in a manner that prevents change of tightness. Those subject to removal or adjustment shall not be swaged, peened, staked or otherwise permanently installed. All fastening devices shall be tightened to torque limits as established by the manufacturer’s standard for tightening to preclude loosening by normal operation or vibration.

2.15.3 Threads. All threaded parts, either US or SI, used on the SME and its related attachments and accessories shall conform to FED-STD-H28A and the applicable "Detailed Standard" section referenced therein.

2.15.4 Surfaces. All surfaces shall be clean and free of harmful or extraneous materials. All edges shall be either rounded or beveled unless sharpness is required to perform a necessary function.

2.15.5 Castings and Forgings. All castings and forgings shall be free from defects, scale, and mismatching. Processes such as welding, peening, plugging, or filling with cold solders or metallic pastes shall not be used on castings or forgings for reclaiming any parts of the SME. Castings and forgings shall not be used on load bearing parts.

2.15.6 Welding, Brazing, or Soldering. Welding, brazing, or soldering shall be employed only where those operations are included in manufacturing of the original item. These operations shall not be employed as repair measures for defective parts.

2.15.7 Welding to the SME shall be per AWS D1.1/D1.1M.

2.16 Workmanship. Workmanship of the SME and accessories shall meet all requirements specified herein and shall be of a quality equal to that prevailing among manufacturers producing equipment of the type covered by this PWS.

2.16.1 The interior surfaces shall be free of burrs and sharp edges. The use of absorbent or combustible materials is not permitted.

2.17 Preservation. The exterior walls and roof shall be zinc painted or galvanized steel that is maintenance free and capable of withstanding saltwater, rain, and accompanying sustained reference wind load requirements.

2.18 Safety

2.18.1 Each component of the SME shall be independently stable, be able to withstand the required reference wind load rating and include side padeyes/anchor points for tie down straps.

2.18.2 The use of absorbent material is not permitted.

2.18.3 Safety Signs and Labels. Safety signs and labels conforming to ANSI

Z535.4 shall be securely attached to the equipment in visible locations, at the point of hazard(s), with any safety precautions to be observed by the operator or maintenance personnel permanently marked on the signs.

2.18.4 The Contractor shall use high strength, ASTM A325 Type I hot dipped galvanized fasteners, washers, and nuts.

2.19 Handling Devices.

2.19.1 Lugs/Lifting Pad-eyes shall not be affected by roof modifications. Ensure the weight of the roof is not increased during the modifications.

2.20 Operating Environment. The SME shall be capable of continuous operation in a temperature range of 55° F to 100° F with a relative humidity of up to 95% non-condensing.

3. APPLICABLE DOCUMENTS

3.1 General. The following specifications, standards, handbooks form a part of this

PWS to the extent specified herein. While every effort has been made to ensure the completeness of this list, document users are cautioned that they shall meet all specified requirements of documents cited in this PWS, whether or not those requirements are listed. The Contractor shall use the latest editions and amendments of all documents.

Government Documents.

3.2 UNITED FACILITIES CRITERIA (UFC)

3.2.1 UFC 3-100-10N – Design: General Architectural and Interior Design

Requirements

3.2.2 UFC 3-300-10N – Design: General Structural Requirements

3.2.3 UFC 3-400-10N – Design: General Mechanical Requirements

3.2.4 UFC 3-500-10N – Design: General Electrical Requirements

3.2.5 UFC 3-600-10N – Design: General Fire Protection Requirements

(Copies can be obtained at http://www.wbdg.org/FFC/dod/unified-facilities-criteria-ufc)

3.3 FEDERAL STANDARDS

3.3.1 FED-STD-H28B – Screw Thread Standards for Federal Service (2019)

3.3.2 FED-STD-313F – Material Safety Data, Transportation Data and Disposal

Data for Hazardous Materials Furnished to Government Activities (2018)

(Copies available online at http://quicksearch.dla.mil/)

3.4 MILITARY STANDARDS/SPECIFICATIONS

3.4.1 MIL-DTL-15024G – Plates, Tags and Band for Identification of

Equipment

3.4.2 MIL-P-15024/5 – Plates, Identification

3.4.3 MIL-STD-100G – Engineering Drawing Practices

3.4.4 MIL-STD-22D – Military Standard, Welded Joint Design

(Copies available online at http://quicksearch.dla.mil/)

3.5 NAVAL FACILITIES ENGINEERING COMMAND (NAVFAC)

3.5.1 NAVFAC P-307 – Management of Weight Handling Equipment (June

2016)

(Copies available online at https://ncc.navfac.navy.mil/Popular-Links/P307/)

3.6 COMBINED FEDERAL REGULATIONS

3.6.1 29 CFR 1910 – General Industry, OSHA Safety and Health Standards

(2021)

3.6.2 29 CFR 1915 – Occupational Safety and Health Standards for Shipyard

Employment (2015)

3.6.3 40 CFR 261 – Identification and Listing of Hazardous Waste (2012)

(Copies available online at http://www.gpo.gov/fdsys)

Non-Government Publications.

3.7 AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

3.7.1 AISC 360-16 – Specification for Structural Steel Buildings (2016)

(Copies available at https://www.aisc.org/ or AISC, 130 East Randolph, Suite 2000, http://www.wbdg.org/FFC/dod/unified-facilities-criteria-ufc http://quicksearch.dla.mil/ http://quicksearch.dla.mil/ https://ncc.navfac.navy.mil/Popular-Links/P307/ http://www.gpo.gov/fdsys https://www.aisc.org/

Chicago, IL 60601)

3.8 AMERICAN IRON AND STEEL INSTITUTE

3.8.1 AISI S100-16 – Specification for the Design of Cold-Formed Steel

Structural Members (2016)

(Copies available at http://www.steel.org/ or AISI, 25 Massachusetts Ave., NW, Suite

800, Washington, DC 20001)

3.9 AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

3.9.1 ASTM E709 – Standard Guide for Magnetic Particle Testing (2015)

(Copies available at https://www.astm.org/ or 100 Barr Harbor Drive, P.O. Box C700, West Conshohocken, PA 19428-2959)

3.10 AMERICAN WELDING SOCIETY

3.10.1 AWS D1.1/D1.1M – Structural Welding Code-Steel (2020)

3.10.2 AWS D14.1/D14.1M – Specification for Welding of Industrial and Mill

Cranes and Other Material Handling Equipment (2017)

(Copies available at https://www.aws.org/ or AWS, 8669 NW 36 Street, #130, Miami, FL

33166-6672)

3.11 INTERNATIONAL BUILDING CODE (INTERNATIONAL CODE COUNCIL

SERIES)

3.11.1 IBC 1007.3 – Accessible Means of Egress (2018)

3.11.2 IBC 1609 – Wind Loads (2018)

3.12 INTERNATIONAL ORGANIZATION FOR STANDARDIZATION

3.12.1 ISO 4414 – Pneumatic Fluid Power: General Rules and Safety

Requirements for Systems and Their Components (2010)

(Copies available at http://webstore.ansi.org/ or American National Standards Institute, Dept. 969, 1430 Broadway, New York, NY 10018)

3.13 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

3.13.1 NFPA 70 – National Electrical Code (2020)

3.13.2 NFPA 101 – Life Safety Code (2021)

(Copies available at http://www.nfpa.org or NFPA, 1 Batterymarch Park, Quincy, MA

02169)

3.14 STEEL STRUCTURE PAINTING COUNCIL

3.14.1 SSPC-SP-10 – Near-White Blast Cleaning (2007)(Copies available at http://www.sspc.org/ or SSPC, 800 Trumbull Drive, Pittsburgh, PA

15205) http://www.steel.org/ https://www.astm.org/ https://www.aws.org/ http://www.nfpa.org/ http://www.sspc.org/

4. PROJECT MANAGEMENT

4.1 Meetings and Conferences. The Contractor shall participate in the following meetings and conferences:

4.1.1 Post Award Kick-off (PAK) Meeting. Prior to commencement of design, and within 14 calendar days of award, the Contractor shall meet with the

COR, Program Manager (PM), Technical Point of Contact (TPOC), Shop

Supervisor and other Government personnel, as appropriate, to present the concept design for discussion and acceptance. The Contractor’s key personnel, major subcontractors and specialized supplementary personnel shall also be in attendance.

4.1.2 Post Submittal Meeting. Following the first two submittals as required in

Section 4.6, the Contractor and Government personnel shall have a meeting at PHNSY&IMF. Dates and times shall be coordinated by the

COR after contract award.

4.2 Periodic Progress Meetings. The Contractor shall agree to attend any progress meetings in person or via telephone during the contracted period of performance.

The COR, PM, TPOC, Shop Supervisor and other Government personnel, as appropriate, may meet periodically with the Contractor to review the Contractor's performance. At these meetings the PM, TPOC or Shop Supervisor shall apprise the

Contractor of how the Government views the Contractor's performance and the

Contractor will notify the Government of problems, if any, being experienced.

Appropriate action shall be taken by the Contractor to resolve outstanding issues.

These meetings shall be at no additional cost to the Government.

4.3 Proprietary Rights. All data such as field notes, design drawings, specifications, technical manuals, etc. collected and produced as part of this contract shall be considered to be property of the Government. This data shall not be used, in whole or in part, published or unpublished, in any format, electronic, Internet or written, as part of any technical or nontechnical presentation without written pre-approval of the COR.

4.4 Drawings. associated with this requirement are labeled Distribution “D”, which means distribution is authorized only to the DoD and U.S. DoD Contractors with a valid Joint Certification Program (JCP) certification. Only offerors with an active registration in JCP will be provided access to the drawings. Please visit http://www.dlis.dls.mil/jcp for further details on the program and registration.

4.5 Warranty. Contractor shall warrant all materials and work for not less than one (1) year, except as otherwise indicated in the contract or PWS after final acceptance of the work. If required to provide remedial repair of previously installed work due to http://www.dlis.dls.mil/jcp latent defect or unacceptable work performance, Contractor shall warrant the repaired work for one year after the completion and acceptance of the repair. For warranted items, Contractor shall furnish the manufacturers’ original written warranty accompanied by a copy of the supplier’s receipt showing place of purchase, telephone number of supplier, address, delivery order number if applicable, ticket number, etc.

4.5.1 Repair Parts. The Contractor shall advise the PM and TPOC if any replacement part is not covered by warranty and shall not proceed with repairs without authorization from the COR.

4.5.2 The Contractor shall provide service contact information and warranty forms.

4.6 Installation. PHNSY&IMF shall designate a functional work area to the Contractor for construction purposes. The Contractor shall provide all personnel, equipment, and supplies necessary for offloading and assembling of the construction material prior to start of the modification. Contractor shall provide for stormwater control and Best Management Practices (BMPs) at their functional work area. Requirement per stormwater permit (NAVFAC HI if outside CIA; C106.32 if inside the CIA).

PHNSY&IMF shall provide all personnel, equipment, and supplies for transporting the SME components from the Contractor’s functional work area into drydock 2

(aft) or an equivalent testing area.

4.7 Lifting and Handling (L&H) Equipment. The Contractor shall provide all cranes including multi-purpose machines, material handling equipment (forklifts), construction equipment when used as cranes to lift suspended loads and rigging equipment required to modify the SME in the Contractor’s functional work area.

Additional L&H equipment requirements are included in attachments to this document.

4.8 Lockout and Tag Out Plus Program. The government will provide the Contractor with a copy of the lockout and tag out controls used by the Government facility where the equipment is to be installed. After contract award and prior to commencement of work, the Contractor and/or Subcontractor(s) shall submit and exchange lockout/tag out plus program procedures with the Government's representative. The Contractor is required to meet with the Government representative to discuss lockout/tag out interface. The Contractor shall use

PHNSY&IMF’s lockout/tag out plus procedures in accordance with OSHA 29 CFR

1915.89.

4.9 Coordination. The Contractor shall coordinate site preparation and the delivery of materials in a manner which causes minimum disruption/interference with the

PHNSY&IMF’s normal business routine.

4.10 Field Supervisor. The Contractor shall provide a full-time field supervisor to direct installation and testing. The field supervisor shall have full authority to implement his field decisions in an expeditious manner. No work shall be accomplished when the field supervisor is not in the immediate work area. Supervisor shall be able to pass a criminal background check and be a U.S. citizen that does not have dual citizenship. Supervisor shall be proficient in the English language.

4.11 Methods and Schedules. The work shall be executed in a manner and at such times as to cause the least practicable disturbance to the occupants of the buildings and normal activities of the Government. Before starting any work, the sequence of operations and methods of conducting the work shall have been reviewed and approved by the Government. Prior to commencing work, the Contractor’s representative(s) shall meet in conference with the Government Point of Contact(s), shop supervision, and other necessary Government personnel to discuss and develop mutual understandings relative to safety, methods and schedules, security, waste management and any other subject(s) necessary for a smooth and successful operation.

4.11.1 The SME cannot be entered or worked on when it is in-use. Coordinate with COR to determine the timeframe for when the SME is not in use.

5. QUALITY ASSURANCE.

5.1 The Contractor is responsible for implementing and maintaining a Quality Control

Program (QCP) to ensure that the work performed meets or exceeds contract requirements and results in the correction of potential and actual problems. The

QCP shall be implemented on the first day of contract performance.

5.2 PHNSY&IMF reserves the right to witness at any time, the manufacturing and/or testing of the SME and its components either installed or uninstalled. This applies to the prime Contractor and to all Subcontractors and suppliers. This is in addition to inspections specified elsewhere in this document. The PHNSY&IMF COR shall notify the Contractor a minimum of seven days prior to conducting a site visit at the

Contractor’s, Subcontractor’s, or supplier’s manufacturing yard.

5.3 Responsibility for Inspection. The Contractor shall be responsible for the performance of all inspection requirements specified herein. Except as otherwise specified in the contract or purchase order, the Contractor may use his own facility or any other facility suitable for the performance of the inspection requirements specified herein, unless disapproved by the Government. Only supplies that totally conform to the specifications shall be offered for inspection and test. The

Contractor's test schedule shall allow consecutive inspection and test of the supplies offered. The Government reserves the right to charge the Contractor for any

Government re-inspection cost when supplies are not ready at the time requested by the Contractor or when necessitated by prior rejection. The Government reserves the right to perform any inspections set forth in the purchase description where such inspections are deemed necessary to assure supplies and services conform to prescribed requirements.

5.3.1 Responsibility for Compliance. The Contractor shall assure that all items meet the requirements of Sections 3.0 and 5.0. The inspection(s) set forth in this performance work statement shall become a part of the Contractor’s overall inspection system or quality program. The absence of any inspection requirements in the performance work statement shall not relieve the Contractor of the responsibility of ensuring that all products or supplies submitted to the Government for acceptance comply with all requirements of the contract.

5.4 Measuring and Testing Equipment. The Contractor shall provide and maintain gauges and other measuring and testing devices necessary to assure that supplies conform to the technical requirements. In order to assure continued accuracy, these devices shall be calibrated at established intervals, by the Contractor, against certified standards which are traceable to national standards. If production tooling, such as jigs, fixtures, templates and patterns, is used as a media of inspection, such devices shall be proved for accuracy at established intervals.

5.5 Final Inspection and Operational Test. Final inspection and acceptance test of the

SME shall be performed by PHNSY&IMF qualified personnel to ensure conformance with this PWS. Acceptance will be based on compliance with this contract specification which includes satisfactory demonstration of equipment and operation of all components.

5.5.1 The SME shall be examined for incidental damages, verification of quantities, and any visual inspection deemed necessary by PHNSY&IMF to verify supplies received conform to the requirements of the specification.

5.6 Operational Test. The SME shall be assembled to properly demonstrate and verify the successful operation of the SME, relative to the requirements herein.

5.6.1 The operational test shall be performed in or near to a dry dock.

5.6.2 Prior to the modification, PHNSY&IMF shall place the roof in the contractor work area using a portal crane (or equivalent). The weight of the roof prior to modifications will be recorded at this time.

5.6.3 After the modification is complete, PHNSY&IMF shall lift the roof and place it on the Side Towers using a portal crane (or equivalent) to ensure the roof fits on the side towers. The weight of the roof after modifications will be recorded at this time.

5.6.4 PHNSY&IMF shall measure the roof’s “aft” wall to ensure it is 38’-6” above ground level.

5.6.5 PHNSY shall remove the roof from the side towers using a portal crane

(or equivalent) to ensure the modified roof does not stick to the side towers.

5.6.6 If the results of the final inspection and/or the operational test do not meet specification performance requirements, Contractor shall be responsible for all re-work and shall re-perform the inspection/test at no additional cost to the Government.

5.7 QUALITY ASSURANCE SURVEILLANCE PLAN (QASP): The Quality

Assurance Surveillance Plan (QASP) explains to the Contractor what the

Government’s expectations are and how deliverables or services will be monitored and evaluated.

6. GOVERNMENT FURNISHED PROPERTY (GFP) AND SERVICES

6.1 General. The Government shall not provide any equipment, fuel, personnel, utilities or facilities to the Contractor for the design and fabrication of the SME.

6.2 On-site Assembly Area. The Government will designate a temporary work area to the Contractor for modification of the SME at PHNSY&IMF.

6.2.1 The Contractor shall provide all temporary utilities, bathrooms and waste disposal services at the temporary work area.

6.2.2 The government will provide a work area inside the Controlled Industrial

Area (CIA).

6.3 Utilities. The Government shall provide temporary utilities, bathrooms and waste disposal in or near to the dry dock for the Contractor to use during operational testing.

6.4 Services. The Government shall transport the components of the SME into the dry dock or equivalent testing area.

6.5 Emergency Situations. Should an emergency arise, only the necessary basic lifesaving and life support measures will be provided during the emergency.

6.6 Crane and Rigging. Contractor shall be responsible for submitting Crane and

Rigging paperwork, specifically forms P-1 and P-2. The forms can be found at:

https://ncc.navfac.navy.mil/Popular-Links/P307/P307-FORMS/. The contractor is responsible for obtaining the most current forms and all paperwork needed to perform on schedule crane and rigging operations.

6.7 Protection of Government Property. Contractor shall take special care to protect

Government property and return areas damaged as a result of construction under this contract to their original condition.

7. SECURITY

7.1 Security Requirements. All security requirements apply to all subcontractors and suppliers associated with this contract. In addition to security requirements contained in the attachments, the following requirements shall apply:

7.1.1 There shall be no public disclosure of any information concerning any aspect of the materials or services relating to this contract without prior written approval of the COR.

7.1.2 There shall be no disclosure of or cause to be disseminated of any information concerning the operations of PHNSY&IMF’s security or interruptions of the continuity of its operations.

7.1.3 There shall be no disclosure of any information to any person not entitled to receive it. Failure to safeguard any classified information that may come to the Contractor or any person under the Contractor’s control may subject the Contractor, Contractor’s agents or employees to criminal liability under 18 U.S.C., Sections 793 and 798.

7.1.4 For all matters that may require dissemination of official information, contact the COR and/or the Security Office for resolution. These matters include inquires, comments or complaints arising from any matter observed, experienced or learned as a result of or in connection with the performance of this contract.

7.1.5 This contract shall require access to Joint Base Pearl Harbor-Hickam and

PHNSY&IMF’s CIA. Contractor personnel shall be required to obtain a

Green CIA badge for entry into the CIA. Escorts shall not be provided inside the CIA.

7.1.6 The contractor shall not release to anyone outside the Contractor’s organization any unclassified information, regardless of medium (e.g., film, tape, document), pertaining to any part of this contract or any program related to this contract, unless the Contracting Officer has given prior written approval.

7.1.7 Requests for Contracting Officer approval shall identify the specific information to be released, the medium to be used, and the purpose for the release. The Contractor shall submit its request to the Contacting Officer a minimum of 10 working days before the proposed date for release.

7.1.8 The Contractor agrees to include a similar requirement, including this paragraph, in each subcontract under this contract. Subcontractors shall submit requests for authorization to release through the prime contractor to the Contracting Officer.

8. CONTRACTOR REQUIREMENTS

8.1 When working in the confines of Joint Base Pearl Harbor Hickam (JBPHH) and

PHNSY&IMF all contractors and subcontractors shall comply with the requirements found in Appendices 1 through 4 of paragraph 9 of this PWS.

9. APPENDIX

Appendix 1 – Contractor Security Requirements for PHNSY&IMF’s Controlled

Industrial Area, Controlled Nuclear Information Areas, Nuclear Work

Areas and/or Other Sensitive Areas; June 2021

Appendix 2 – Environmental Protection Guidelines for Contractors on Facilities

Projects at Pearl Harbor Naval Shipyard & Intermediate Maintenance

Facility, October 16, 2019

Appendix 3 – Safety and Health Work Practices for Contractors Working with Pearl

Harbor Naval Shipyard and Intermediate Maintenance Facility

(PHNSY & IMF), 8 July 2021

Appendix 4 – Contractor Cranes on Base, February 2, 2022