C08.0 Attachment 1 N4523A24Q1051 64PB Anti Foulant Ablative Restoration SOW.pdf

STATEMENT OF WORK (SOW)

U.S. NAVY 64-FOOT PATROL BOAT (64PB)

MAINTENANCE REPAIR AND PRESERVATION

Strategic Weapons Facility Pacific (SWFPAC), SPB1044 Navy Region Northwest (NRNW) – Port Operations Department, Code N31

October 23, 2022

1.0 General Requirements: This document invokes the requirements applicable to the blocking and life-cycle sustainment work to be performed on six (6) Naval Sea Systems Command (NAVSEA) 64-foot Patrol Boats (64PBs). The Contractor is responsible for understanding and complying with all requirements specified herein.

1.1 Vessel Characteristics:

64 FT Patrol Boat (64PB) Length Overall: 71.9-FT Draft (Full Load): 4.5-FT Beam: 21.5-FT Engines: MTU 10V2000M92 Model: Full Cabin Light Load Weight: 103,397 LBS Manufacture Year: 2010 Horsepower: 1,360 HP

Hull Type: Aluminum, Monohull Value: $4,300,00.00 *Reference 20 is the Boat Information Book (BIB) for this class of boat.

Navy Hull Registration Number (HRN)

64PB0701

64PB0703

64PB0705

64PB0707

64PB0709

64PB0711

1.2 Period/Place of Performance: The Contractor can expect specified work to take place from contract award through, but not exceeding, 12 months thereafter for 64PBs. The requirements specified in this Statement of Work shall be performed at the Contractor’s facilities.

1.3 Transportation: The Contractor and Contracting Officer’s Representative (COR) will coordinate delivery and recovery of each vessel. The Government will provide round-trip water-borne transport of 64PBs between Naval Base Kitsap (NBK) Bangor and Contractor or sub-contractor facilities. The Contractor will be required to remove 64PB vessels from the water and launch the vessels at Contractor and sub-contractor facilities.

1.4 Scope Overview:

1.4.1 Restore anti-foulant ablative paint and blue jet paint. Specific tasks follow:

Fiscal Year 2024 Tasks

Task Number/Description 64PB0701 64PB0703 64PB0705 64PB0707 64PB0709 64PB0711

1. Anti-Foulant Restoration X X X X X X

2. Jet Paint Restoration X X X X X X

3. Replace Hull Zinc Mounts 3

1.5 Not Used

1.6 Required Original Material and Equipment Manufacturers (OEM): When specified, the Contractor will use Navy required OEM produced parts and materials.

1.7 Vessel Environment and Conditions: The vessels’ home port is Naval Base Kitsap (NBK) Bangor, Keyport-Bangor (KB) Docks, Hood Canal, Washington.

1.8 Definitions: As used throughout this Specification, the following definitions and terms have meanings as indicated:

1.8.1 Unless otherwise stated, “as shown”, “as indicated”, “as detailed”, or other words of similar import refer to the contractual documents including reference documents and publications.

1.8.2 The words “as directed”, “as approved”, “when authorized” or words of similar import refer to the direction, requirements, permission, approval, or acceptance by the Contracting Officer.

1.8.3 The term “Objective Quality Evidence” (OQE) shall mean current, accurate, and complete objective documentation and information submitted together as a complete data package sufficient that a qualified and disinterested third party could analyze and evaluate whether technical requirements were achieved.

1.8.4 Where “in accordance with Regulatory Body requirements” is stated, the industrial efforts shall be in accordance with the appropriate commercial regulatory body requirements unless otherwise authorized by the Government.

1.8.5 The term “marine” or “marine quality” means an item constructed of materials unaffected by moisture, sea spray, extremes in temperature or other hazards of the marine environment, and designed and constructed to perform its intended functions under marine operating conditions.

1.8.6 The term “herein” means the applicable section(s) of this Specification.

1.9 Correspondence: All written and electronic correspondence with the Government, will be submitted to the Contracting Officer via the COR.

1.10 Government Property and Furnished Equipment/Material: The transfer of Government Furnished Equipment/Material, if any, will be documented on a Requisition and Invoice/Shipping Document (DD Form 1149 Series) provided by the COR.

1.11 Required Schedules, Reports, Requests, Records, Plans and Pictures:

1.11.1 Condition Found Report (CFR/IDR): Using a pre-existing, Government accepted Contractor format, communicate to the Contracting Officer concerning all conditions found, discrepancies noted, and other information requiring formal documentation. In addition to reporting the condition(s) found, the Contractor will recommend corrective actions. The Contractor may also provide inspection results including detailed measurements, photographs, sketches, and other means to accurately detail inspection results. The Government will review and respond to the submitted report. If the Government concurs with Contractor recommendations, the Contractor will respond to the Government’s Request for Contract Change (RCC) with a proposal for labor and material costs. Government receipt of notifications are not to be construed as a waiver of the requirements, delivery schedule, or waiver of rights or remedies provided by law or under this contract, or any other requirements in the SOW relating to jeopardy of contract schedule dates. Submission of reports and notifications do not authorize the Contractor to perform additional work not covered by the contract or authorized by the Contracting Officer.

1.11.1.1 When the Contractor intends to purchase or acquire (at financial cost to the Contractor) original manufacturer/builder plans, drawings or designs for any vessel, or equipment or material associated with such vessel, in order to render services or apply materials as prescribed in this contract, submit a CFR to the COR to document the deficiency and Contractor’s recommendation to purchase this material in support of work specified in this contract. The intent is for the Government to establish ownership of this information through a modification of this contract.

1.11.2 Corrective Action Request (CAR): The Contractor is solely responsible for implementation of the Inspection and Quality Control System. The COR will monitor production work performed at any time work is ongoing. If, during the performance of work, the Government observer(s) witness work that: fails to meet specifications within this SOW, would lead to an unsatisfactory end product, damages Government Property, is a safety violation; the observer will alert the COR and advise the Contractor of the deficiency.

Conditions that fail to meet specifications within this SOW may result in the Contractor being issued a CAR. Contractor shall respond in writing within two work days of CAR receipt to the COR concerning the corrective action taken to remedy the issue and prevent future occurrences.

1.11.3 Pictures: The Contractor will document conditions found and work accomplished via digital pictures. Each digital picture will include a scale representation (e.g.

ruler or tape measure to represent diameter of corrosion or depth gage reading to represent material loss). All scale representations will use standard units of measure, such as inches.

1.11.3.1 The Contractor will include digital pictures with CFRs. Digital pictures associated with CFRs will visually capture areas of each vessel that the Contractor specifies in the CFR.

1.11.3.2 The Contractor will take digital pictures of specific areas of interest that are called-out by the COR during inspections. The Contractor shall transmit, via email or DOD Safe: https://safe.apps.mil, digital pictures taken during inspection points to the COR.

1.12 Inspections and Reviews: The Government will inspect progress of work at specified inspection points. The Contractor or COR may also coordinate an inspection of discrepancies and materials reported on a CFR, or at any time to clarify tasking or an ambiguous report. The COR may inspect any vessel in this contract or work being performed on any vessel in this contract at any point in time during the period of performance of this contract, including during the accomplishment and upon completion of work and upon request by the Contractor or Contracting Office.

1.12.1 The COR will inspect each vessel in this contract:

1.12.1.1 Upon delivery of each vessel to the Contractor.

1.12.1.2 Upon Government receipt of each vessel.

1.13 Government Work:

1.13.1 The Naval Sea Systems Command (NAVSEA), Puget Sound Naval Shipyard (PSNS) Contracting Office, Code 400, and COR will have access to the vessels and Contractor’s and sub-contractor’s work-site on board each vessel to observe production, performance of Navy required work and material condition of the vessel.

1.13.2 On behalf of Navy Region Northwest, the NBK Bangor Installation Program Director and Port Operations will have access to each vessel for conducting preventative and corrective maintenance as needed on a not-to-interfere basis. This work could include but is not limited to life-cycle sustainment of the hull, propulsion, installed fire-safety, electrical, electronic, communications, and fuel systems.

1.13.3 Emergency services, including fire and emergency medical teams will have access to each vessel to mitigate damage to Navy property and facilities, minimize injury and prevent loss-of-life.

1.14 Care of Vessel: The Contractor shall be responsible for the care of vessel equipment, materials, and components related to the work being performed. Each vessel shall be kept free of, and returned to the Government free of blast grit, chips, shavings, refuse, dirt, scrap materials, welding slag, and other extraneous materials. Piping ends shall be covered with appropriate covers to prevent system contamination. Open areas in structure shall be covered to prevent water entry. Water, including rain water or environmental run-off will not be allowed to accumulate in the Crew Cabin and the hull below the main deck during work performance. Measures shall be taken to prevent corrosion and deterioration of the vessel and all associated components. Tanks and voids opened shall be clean, dry, and pass Government inspection prior to being closed. Each vessel shall be free of visual contaminants such as oxide films, oils, grease, blast grit, dust, dirt, or foreign material with all preservation coatings fully cured prior to final delivery to the Government. Thoroughly wash-down each boat with soap and fresh water prior to returning to the Government. Use damp/wet-wipes to wipe down all internal horizontal and vertical surfaces in the Crew Cabin, Galley and Berthing Area.

Exercise caution to avoid moisture intrusion on wires and electronics.

1.15 Workmanship: Workmanship provided by Contractor employees shall be consistent with the highest standards and practices as specified by Table 1. The Government reserves the right to accept or reject material and workmanship nonconformance. Noncompliance with Contractor’s quality control processes will influence past performance rating provided on contract evaluation. Plating and structural member cuts shall be neatly and accurately made with edges cleaned and prepared for welding. Sharp edges shall be ground smooth to avoid injury to personnel. Equipment, machinery and associated support systems shall not leak oil, water or other type of fluids. Machinery and equipment shall be protected against weather and dust hazards. Machinery, equipment, and electrical cables shall be protected against accidental movement or shifting in exposed locations.

1.16 Interferences: Contractor pricing offered shall include removal and re-installation of all interferences associated with performance of the required work. The fact that interference is not shown on a plan or specifically identified in the specification item is not justification for a contract change.

1.16.1 The contractor will remove water jet buckets, water jet zincs, hull zincs and water jet intake grates and zincs, prior to restoring the anti-foulant ablative coating.

1.16.2 The contractor will re-install water jet buckets, water jet intake grates upon completion of anti-foulant ablative coating restoration. The Government will provide and re-install zincs. The Contractor should coordinate water jet bucket and grate re-install with the COR. Some zincs must be installed by the Government before these components can be re-installed..

1.17 Rigging: All rigging services to haul out, transport, crane, and secure boat at the Contractor’s facility will be the responsibility of the Contractor. 64PB crane lifts using vessel installed padeyes shall be performed in accordance with Enclosure 4.2.2. Contact the COR prior to any crane or rigging evolutions, so that a Government representative may witness the evolution.

1.17.1 The Contractor shall provide all crane and rigging services to accomplish work specified in appendices.

1.18 Encapsulation: All services and materials to encapsulate all, or portions of each vessel to perform work and protect vessel systems will be the responsibility of the Contractor.

Contact the COR prior to any encapsulation, so that a Government representative inspect and evaluate encapsulation effectiveness prior to, during and upon completion of work.

1.19 Safety Requirements: Comply with the requirements, procedures and best practices as specified by Table 1 References, state and local laws, rules, and ordinances during contract performance.

1.19.1 The Contractor is responsible for compliance with the above requirements by all subcontractor personnel performing work related to this contract. In cases of conflict between the above regulations, the stricter of the requirements shall take precedence.

1.20 Threaded Fasteners: Except as otherwise specified herein, or on the drawings listed, threaded fasteners shall be in accordance with Naval Ships’ Technical Manual (NSTM) standards specified in Table 1 References. Use coarse thread series unless the component’s design indicates a necessity to use fine thread series. Do not exceed the hole diameters produced using standard size drill bits for mounting bolts. Black oxide coated brass and cadmium plated fasteners are prohibited. Where drawings specify the use of brass fasteners on a fuel or fuel oil tank, CRES 316 fasteners shall be substituted in lieu of brass. All Fasteners will conform to the term “marine” or “marine quality” which means an item constructed of materials unaffected by moisture, sea spray extremes in temperature or other hazards of the marine environment, and is designed and constructed to perform its intended functions under marine operating conditions. Consult the requirements of Ref (19), Table 1 for guidance in instances where there is a question as to the material to be utilized.

1.20.1 Threads on externally threaded fasteners, after being installed and tightened, shall protrude a minimum of 2 threads to a maximum of 5 threads beyond the face of the nut with the exception of minimum thread protrusion for self-locking (plastic insert) nut installations. For those installations, bolt or stud end minimum thread protrusion shall be flush with the face of the nut. For self-locking nuts, the bolt or stud end shall protrude a maximum of 5 threads beyond the face of the nut after the nut is tightened.

1.20.2 Tighten threaded fasteners in the sequence, patterns, and the torque values, when not otherwise specified, using the requirements of Section 4, Paragraph 075-4.1 through 075-

4.6.2 of Ref (19), Table 1 for guidance.

1.21 Welding: All welding and welding equipment shall be grounded in accordance with industry standards. The hull, propulsion system, electrical and electronic systems will be isolated from electrical current generated by contractor and sub-contractor welding. Electrical current generated by contractor and sub-contractor welding will not conduct through the hull or any hull protrusions into surrounding sea water.

1.22 Penetrations: Contractor proposals will include replacement, during the course of required work, of marine sealants in or on fittings which penetrate the hull, decks, bulkhead and overheads and expose the interior of the vessel to external environmental conditions, including but not limited to water, sea water, rain, moisture, humidity, wind, sun and heat loss shall be sealed.

1.23 Environmental and Hazardous Waste Management: Comply with all federal, state, and local laws, codes, regulations, acts, ordinances, and rules for Environmental Protection and Hazardous Waste Management / Disposal, including obtaining required licenses, generator identification number, and permits. Minimum estimated hazardous waste associated with work required in these Specifications is listed below:

Product Amount Cleaning Solvents 5 gallons Paint (enamel, latex, epoxy, thinners, oil based, rubber, non-skid, lacquer, varnishes, removers) 5 gallons

Rags (contaminated with a known source) 10 pounds

Blast Media and paint chips contaminated with heavy metals and other contaminants

100 pounds

Hazardous waste generated during the actual performance of the work may vary in type or amount from the waste listed above. The above is an estimate of the amount of waste anticipated to be generated; not an estimate of the amount of work in generating that waste.

1.23.1 The Contractor shall ensure that their cost proposal for the work proposed herein includes reasonable compensation for all anticipated cost of managing and disposing of the wastes listed above, and/or created or generated in the execution of the delivery order issued, in accordance with the requirements of Refs (4-11), Table 1. Pursuant to the requirements of Paragraph (b) of Ref (4), Table 1, total cost greater than the above dollar amount, when authorized by the Contracting Officer, will be treated as a Request for Equitable Adjustment (REA).

1.23.2 Consider coatings to contain heavy metals (e.g. lead, chromium, cadmium), hexavalent chromium, crystalline silica, and/or other toxic or hazardous substances until laboratory analysis establishes otherwise. Comply with all procedures and precautions required for employee protection, sampling, removal, and disposal.

1.23.3 Consider insulation, lagging, and mastics to be asbestos-containing material until it can be established by laboratory analysis, or other reliable method(s), that the material does not contain asbestos. Ensure compliance with the requirements of Ref (2), Table 1.

1.23.4 Consider materials, debris, and/or residue associated with ventilation systems to contain toxic/hazardous substances including but not limited to cadmium, chromium, and PCB’s until laboratory analysis establishes otherwise.

1.24 Material Safety Data Sheets: Make Material Safety Data Sheet available to the COR upon request, along with manufacturers’ application procedures for the paint coating systems specified in this SOW.

1.25 Materials: The Contractor shall provide all materials necessary to complete the job except as noted herein. All Contractor furnished materials installed shall be new. Materials shall be as indicated on the listed drawings, publications or as specified in this Specification, unless noted otherwise. The use of asbestos, polychlorinated biphenyl (PCB), magnesium, cadmium, or mercury in any materials is prohibited.

1.26 Preservation: Accomplish all preservation installation and repairs as follows:

1.26.1 Comply with the coating manufacturer’s F-718 requirements for the establishment and maintenance of environmental conditions and for coating thickness applications throughout the entire removal and preservation operation(s).

1.26.2 Apply contrasting colors between the primer, stripe, intermediate, and topcoat using coating products that are from the same manufacturer; that are compatible with each other; that are a different color from both the preservation over which it is being applied and the next coat in the system; and in accordance with the manufacturer's instructions.

1.26.3 Apply stripe coats to all edges, weld seams, welds of attachments and appendages, cutouts, corners, butts, foot/handholds, including back side of piping, underside of beams and other mounting hardware (non-flat surface) after each previous full coat has dried.

The stripe coat shall encompass and extend a minimum of One-inch beyond the intersection of two flat surface planes, each radii edge, and all perpendicular shapes, edges, or angles.

1.26.4 Mask and/or install temporary expandable foreign material exclusion (FME) plugs, blanks, or other hard and durable protective covers, painted blaze orange, in hull openings and surfaces to prevent system contamination or equipment damage from abrasive blasting, surface preparation, and preservation operations. The use of cloth, polyvinyl sheet, paper, tape, rubber sheeting, and wood or wood products as FME prevention devices is prohibited.

1.26.4.1 Establish an FME log, record, and identify the location of each protective covering installed including each corresponding and specific measurement(s), location(s), and/or area(s) in relationship to structural members or from suitable hull reference points.

1.26.4.2 Remove each temporary FME plug, blank, and protective covering, record removal date in FME log, and restore each system to its original configuration upon final completion of testing, blasting, and preservation operations.

1.26.5 Accomplish touch-up preservation for new and disturbed surfaces to match surrounding coating system(s) in accordance with paint manufacturer's instructions.

1.26.6 Feather edges of well adhered paint remaining after cleaning for all surface preparation methods. Visible areas of defective existing paint shall be removed until an area of completely intact and adhering paint is attained around the defective area by feathering (tapering) the edges of tightly adhering existing paint at an approximate 30 degree slope into the newly prepared bare metal surface thus preventing application of new paint over loose or cracked paint.

1.26.7 Replace all disturbed hardware with new 316CRES/Stainless Steel hardware.

All hardware used to install new equipment shall also be CRES/Stainless Steel.

2.0 References: All references shall be of the latest issue and/or revision or as indicated in the Consolidated List of References (Table 1). It is incumbent on the Contractor to maintain current commercial specifications and be thoroughly familiar with Federal, State and Local laws, regulations and ordinances. The Contractor is prohibited from using Government provided technical information for any purpose other than that contemplated by the specifications. The Contractor is prohibited from further use, release, or disclosure of this information. References provided on CD-ROM, including any information contained thereon, must be destroyed in accordance with the instructions included on the CD-ROM label, at completion of the contract. After award, for those Contractors in receipt of a CD-ROM and not awarded a delivery order, the CD-ROM including any information contained thereon, shall be destroyed in accordance with the instructions included on the CD-ROM label.

2.1 Order of Precedence: Unless otherwise noted within this specification, hierarchy, priority, or order of precedence of requirements shall be as follows:

2.1.1 Specification Definite Item

2.1.2 Specification General Requirement

2.1.3 Military/Navy Drawings

2.1.4 Military/Navy Technical Manuals

2.1.5 Commercial Drawings

2.1.6 Commercial Technical Manuals

2.1.7 Commercial or Industrial Standards

2.1.8 Commercial Practices

2.2 Discrepancies: Drawing, technical reference, or other discrepancies associated with this specification shall be reported using the Request for Specification Clarification form, during proposal, or the Contractor’s “Condition Found / Inspection Discrepancy Report” form.

TABLE 1

CONSOLIDATED LIST OF REFERENCES

The following publication and drawing requirements are applicable to this SOW:

Ref.

Publication Number Title

1 29 CFR 1910

Occupational Safety and Health Standards https://www.osha.gov/pls/oshaweb/owastand.display_standard_group?p_toc_leve l=1&p_part_number=1910

2 29 CFR 1915

Occupational Safety and Health Standards for Shipyard Employment https://www.osha.gov/pls/oshaweb/owastand.display_standard_group?p_toc_leve l=1&p_part_number=1915

3 29 CFR 1926

Safety and Health Regulations for Construction https://www.osha.gov/pls/oshaweb/owastand.display_standard_group?p_toc_leve l=1&p_part_number=1926

4 10 USC 7311

Repair or Maintenance of Naval Vessels: Handling of Hazardous Waste http://uscode.house.gov/view.xhtml?req=granuleid:USC-prelim-title10-section7311&num=0&edition=prelim

15 USC 2601, et seq.

Toxic Substances Control Act https://www.law.cornell.edu/uscode/text/15/chapter-53/subchapter-I

33 USC 1251 to

Federal Water Pollution Control Act https://www.gpo.gov/fdsys/pkg/USCODE-2011-title33/pdf/USCODE-2011-title33-chap26.pdf

7 33 USC 1342

National Pollutant Discharge Elimination System https://www.gpo.gov/fdsys/pkg/USCODE-2011-title33/pdf/USCODE-2011-title33-chap26-subchapIV-sec1342.pdf

33 USC 2701 to

Oil Pollution Control Act of 1990 http://uscode.house.gov/view.xhtml?path=/prelim@title33/chapter40&edition=pr elim

42 USC 6901 to

Resource Conservation and Recovery Act of 1976 https://www.gpo.gov/fdsys/granule/USCODE-1999-title42/USCODE-1999-title42-chap103-subchapI-sec9601/content-detail.html

42 USC 7401, et seq.

Clean Air Act https://www.gpo.gov/fdsys/pkg/USCODE-2010-title42/html/USCODE-2010-title42-chap85.htm

11 49 USC 5103

Hazardous Materials Transportation Authorization Act of 1994 https://www.gpo.gov/fdsys/granule/USCODE-2011-title49/USCODE-2011-title49-subtitleIII-chap51-sec5103

12 ANSI/AWS D1.1

Structural Welding Code requirements https://pubs.aws.org/Download_PDFS/D1.1-D1.1M-2015-PV.pdf

ANSI/AWS

D1.2/D1.2M

Structural Welding Code Aluminum https://pubs.aws.org/p/1277/d12d12m2014-structural-welding-code-aluminum

14 ANSI/AWS D3.7

Guide for Aluminum Hull Welding https://pubs.aws.org/Download_PDFS/d3.7-2004PV.pdf

15 ASTM B928

Standard Specification for High Magnesium Aluminum Sheet and Plate for Marine Service https://www.astm.org/Standards/B928.htm

16 ASTM F718

Standards for Shipbuilders and Marine Paints and Coating Product/Procedure Data Sheet https://www.astm.org/Standards/F718.htm

17 ASTM F940

Standard Practice for Quality Control Receipt Inspection Procedures for Protective Coatings Used in Marine Construction and Shipbuilding https://www.astm.org/Standards/F940.htm

S9086-CH-STM-

010/CH 074 VOL

Welding and Allied Processes http://www.mooseforge.com/library/us_navy_welding_and_allied_processes.pdf

S9086-CJ-STM-

010 NSTM, Chapter 075, Fasteners http://www.navsea.navy.mil/Portals/103/Documents/SSRAC/NSI/FY16/009- 98_FY16.pdf

S9008-G1-BIB-

010 Boat Information Book for 64-foot patrol boat, (PB) Hulls 64PB0701 - 64PB0712

3.0 Work Requirements: The work prescribed by this contract will be performed on six

(6) NAVSEA 64PBs. Specific work requirements for each task are identified under the following appendixes:

Appendix A: 64PB Anti-Foulant Restoration Appendix B: 64PB Jet Paint Restoration

3.1 General Work Requirements: The work described below applies to all vessels that are covered by this contract, regardless of design. All vessel hulls are composed of aluminum.

5086 Aluminum will be used in any repair work.

Transportation, Delivery and Recovery (Paragraph 3.2) Haul-Out and Launch (Paragraph 3.3) Pre-Blocking (Paragraph 3.4) Blocking (Paragraph 3.5) Post-Blocking (Paragraph 3.6) Hotel Services (Paragraph 3.7) Fire Safety Requirements (Paragraph 3.8) Unblocking (Paragraph 3.9)

3.2 Transportation, Delivery and Recovery: The Government will transport each vessel from Naval Base Kitsap (NBK) Bangor in Silverdale, WA to the Contractor’s repair facility.

Upon completion of all work, the Government will transport each vessel to NBK Bangor in Silverdale, WA. The Government will provide all materials, labor, and insurance bonds necessary for the safe transport of the vessel to and from the Contractor’s facility. Vessels will be delivered one at a time, via Government operator.

3.2.1 The Contractor and the COR will schedule vessel delivery and pick-up no less than two (2) weeks prior to vessel delivery and pick-up. This is the minimum time needed for the COR to coordinate vessel operators.

3.3 Haul Out and Launch: Provide materials and services to haul-out, block and launch 64PBs at facility shore-side, marine lift or marine railway facility by a dock master or qualified personnel. Exercise special attention during vessel lifts to protect floatation collars and hull protrusions from being damaged.

3.4 Pre-Blocking: The Contractor will pressure wash the underwater hull and fittings with fresh water at 3,500 PSI, or less, nozzle pressure to remove dirt, slime, marine growth, fouling and other foreign substances.

3.5 Blocking: Block and brace the vessel without strain. Immediately after blocking the vessel, electrically connect the vessel hull at the bow and stern of vessel for protection against lightning and other static charges in accordance with the requirements of NSTM Chapter 074 Volume One, and NSTM Chapter 997. The Contractor will use Enclosure 4.1.1, to determine the correct hull support and blocking configuration for each vessel.

3.6 Post-Blocking: After blocking, perform a visual inspection of the underwater portions of the vessel and provide a condition found report to the COR to document findings. Inspect the fit on the blocks and furnish necessary shimming between the blocking and the hull to prevent hull movement and to ensure 100 percent block contact with the hull structure.

3.7 Hotel Services: Each 64PB shall be connected to Contractor provided, uninterrupted electrical services from the time each vessel is blocked for start-of-work until the time each vessel is unblocked for Government receipt. The Contractor will verify that 64PB MTU 10V2000M92 Engine block heaters are operating, and all batteries on each vessel are fully charged, prior to returning the vessel to the Government. If 64PB batteries are not fully charged, the Contractor will restore batteries to full charge in accordance with battery OEM specifications. The Contractor is not required to provide the same electrical and battery charge services for the 33PBs.

3.8 Fire Safety Requirements: The Contractor shall maintain the installed vessel fire detection and suppression systems in an active state throughout the work prescribed by this contract. When the Contractor disables fire detection and suppression systems, the Contractor will be responsible and accountable for providing an equivalent fire detection and suppression capability. The Contractor will be liable for any fire damage to the vessel, up to complete loss of the vessel, incurred while the installed vessel fire detection and suppression systems are disabled or inactive.

3.9 Unblocking: After completion of work, unblock the vessel at a time and date agreed upon by the COR and the Contractor.

4.1 Government Furnished Information (Enclosures):

4.1.1 SV64 Docking Plan

4.1.2 SV64 Lifting Plan

4.1.3 Template Condition Found Report (CFR)

4.2 Government Furnished Services (GFS): None.

4.3 Government Furnished Equipment (GFE)/Material (GFM): None.

4.4 Contractor Furnished Material (CFM): All equipment, material, supplies, components and hardware necessary to accomplish the requirements of this Contract that are not specifically identified as GFS, GFM or GFE, shall be supplied by the Contractor.

4.5 Contractor Furnished Services (CFS): All services, including but not limited to transportation, shipping, material purchases and labor necessary to accomplish necessary to accomplish the requirements of this Contract that are not specifically identified as GFS, shall be supplied by the Contractor.

Appendix A: 64PB Anti-Foulant Restoration

After cleaning the underwater hull body, coated with black anti-foulant paint and blue jet paint, the Contractor will evaluate and report paint condition to the Government using a CFR, which includes Bow, Stern, Port Side Starboard Side, Jet, Jet Bucket and Areas of Concern/Recommended Anti-Foulant Repair pictures. The Contractor will restore the anti-foulant. Restoration of the anti-foulant system will be performed in accordance with manufacturer’s instructions.

A.1 Anti-Foulant Paint System

Sherwin Williams Seaguard 5000HS Sherwin Williams Seavoyage Copper Free Anti-Foulant

A.2. Bottom Paint System Restoration: The Contractor will restore anti-foulant in accordance with the manufacturer’s instructions.

A.2.1. Clean hull surface.

A.2.2. Evaluate and report conditions found.

A.2.3. Proceed with recommended anti-foulant spot-repairs, on up to 25% of vessel bottom surface.

A.2.4. Prepare area to be repaired.

A.2.5. Mask off areas not to be painted including, but not limited to the underwater hull openings, transducers and all the exposed hull appendages.

A.2.6. Repair damaged or failing anti-foulant system.

A.2.7. Cure anti-foulant.

A.2.8. Shift/bump the blocks to clean and paint under the blocked areas.

A.2.9. Cure anti-foulant application in previously blocked areas.

A.2.10. Remove mask materials.

A.2.11. Re-install water jet intage grates.

Appendix B: 64PB Jet Paint Restoration

The Contractor will restore the jet paint system on the upper one-third (1/3) of each jet nozzle, including the nozzle mounting bolts and plate at the vessel’s transom, and on each jet bucket.

The Contractor will apply the Sherwin Williams equivalent fit, form and fuction product to the Intercure 200 and Interfine 878 (Blue) product being replaced. The Contractor will apply the Sherwin Williams coating system in accordance with the manufacturer’s instructions.

B.1.1. Remove sea growth, interferences and paint, and prepare the top 1/3 of each

Hamilton Jet Nozzle, Jet Mount Plate and entire Jet Bucket to bare white metal.

B.1.2. Perform a visual inspection of jet nozzles and buckets for structural defects.

B.1.3. Evaluate and report conditions found.

B.1.4. Perform a visual inspection of jet nozzle and bucket zincs for wear and corrosion.

B.1.5. Evaluate and report conditions found.

B.1.6. Prepare surface to be painted in accordance with manufacturer’s instructions.

Note: The aluminum castings used in the manufacture of Hamilton jets require special attention when the coating has been damaged down to bare metal. The surface needs to be very clean and freshly abraded prior to the application of a suitable primer coating to ensure a good bond is achieved.

B.1.7. Mask upper 1/3 of Port and Starboard jet nozzles, jet nozzle mounting plates, pushrods, bearings and seals. Note: Masking off the impeller and Main Shaft is optional as Hamilton Jet considers overspray on the Main Shaft and Impeller acceptable.

B.1.8. Apply Sherwin Williams paint system to prepared and profile surfaces.

B.1.9. Cure paint system.

B.1.10. Remove mask material.

B.1.11. Re-install water jet buckets.

B.1.12. Demonstrate correct function of nozzles and buckets.

Appendix C: 64PB Hull Zinc Replacement

The Contractor will replace three zincs, as conditions found during vessel haul-out on any of the six vessels in this contract. The Contractor will reapply the Sherwin Williams anti-foulant system, specified in Appendix A, in accordance with the manufacturer’s instructions.