N4523A18R1060_Non-Trailered_Small_Boat_SOW_DRAFT.pdf

Non-Trailered Small Boat Statement of Work

STATEMENT OF WORK

NON-TRAILERED SMALL BOAT LIFE CYCLE MAINTENANCE

Commander Navy Region Northwest (CNRNW) – Port Operations Department, Code N31

476 W Street, Bremerton, WA. 98314-5005

Last Revised February 8, 2018

SOLICITATION: N4523A18R1060

COVER SHEET – STATEMENT OF WORK (SOW)

SOLICITATION COPY

Table of Contents

Paragraph / Section Page Number

1.0 General Requirements 3

1.1 Vessel Characteristics 3-4

1.2 Scope Overview 4

1.3 Period of Performance 4

1.4 Place of Performance 4

1.5 Definitions 5

1.6 Care of Vessel 5

1.7 Workmanship 5-6

1.8 Corrective Action Request (CAR) 6

1.9 Safety Requirements 6-8

1.10 Threaded Fasteners 8

1.11 Environmental and Hazardous Waste Management 8

1.12 Materials 8-9

1.13 Availability Requirements 9

1.14 Security Requirements 9

1.15 Conditions Found / Inspection Discrepancy Report (CFR) 9-10

Figure A Condition Found Report Template 10

2.0 References 11

2.1 Order of Precedence 11

2.2 Discrepancies 11

Table 1 Consolidated List of References 11-12

3.0 Work Requirements 12

3.1 General Work Requirements 12-14

3.2 Blast/Paint Main Deck and Below and Sweep Blast Rubber and

Replace Zinc Anodes 14

3.3 Non-Skid Replacement on Main Deck 14-15

3.4 Clean Propellers 15

3.5 Winch Alteration 15

3.6 Replace and Hydro Exterior Hoses 15

3.7 Blast/Paint Forward (FWD) Stowage Lockers 15

3.8 Bilge Painting Engine Room and Engine Removal 15

3.9 Install Duramax Inflatable Boot Dripless Packing 15

3.10 Paint Keel Cooling Piping 15-16

Table 2 Vessel Work Requirements 16

Table 2.1 Vessel Work Requirements (Continued) 16

4.0 Government Furnished

Information/Property/Material/Equipment/Services 17

4.1 Government Furnished Information (Enclosures) 17

4.2 Government Furnished Property/Material/Equipment/Services 17

5.0 Contractor Furnished Info/Property/Material/Equipment 17

1.0 General Requirements: This document invokes the requirements applicable to the blocking and life cycle maintenance work to be performed on one (1) 22-foot Work Boat, one (1) 22-foot Utility Boat, two (2) 23-foot Work Boats, five (5) 25-foot Work Boats, three (3) 25-foot Work

Boats, two (2) 26-foot Work Boats and two (2) 29-foot Work Boats. The Contractor is responsible for understanding and complying with all requirements specified herein. The requirements listed herein work in conjunction with the technical drawings and other references to describe the essential features, functions, and requirements of the work performed.

1.1 Vessel Characteristics: The boat types contained in this SOW may include Utility

Boats and Workboats. Their general characteristics are identified below:

Length: 22-FT Draft (Full Load): 7-FT

Model: Full Cabin Engine: Diesel

Manufacture Year: 2003

Hull Type: Steel

Navy Hull #

22BB0301

Length: 22-FT Draft (Full Load): 7-FT

Manufacture Year: 2010

Hull Type: Steel

Navy Hull #

22UB752

Length: 23-FT Draft (Full Load): 7-FT

Manufacture Year: 2010

Hull Type: Steel

Navy Hull #

23WB0101

23WB0201

Length: 25-FT Draft (Full Load): 7-FT

Manufacture Year: 2004/2005 Light Load Weight: 50,000LBS

Hull Type: Steel

Navy Hull #

25BB0402

25BB0403

25BB0408

25BB0501

25BB0614

Length: 25-FT Engine: Diesel

Model: Full Cabin

Manufacture Year: 2012/2014

Hull Type: Steel

Navy Hull #

25WB1201

25WB1202

25WB1401

Length: 26-FT Engine: Diesel

Manufacture Year: 2010

Hull Type: Steel

Navy Hull #

26WB1001

26WB1002

Length: 29-FT Engine: Diesel

Manufacture Year: 2006

Hull Type: Steel

Navy Hull #

29BB0603

29BB0604

1.2 Scope Overview: Boats will be delivered and picked up by contractor.

Commander Navy Region Northwest, Port Operations, requires the contractor to provide preservation and structural work on various types of small boats, 29 foot and under, with a maximum weight of

55,000 pounds. Detailed work requirements are included under section 3. Incidental repairs shall not be accomplished under this contract.

1.3 Period of Performance: The Contractor should project specified work to take place from approximately June 2018 through September 2019. Work is estimated to take no more than 35 days per vessel, dependent on the number of tasks to be assigned (See Table 2). The initial delivery date and start of the period of performance shall be set at the delivery order level.

1.4 Place of Performance: The Contractor will pick up and deliver vessels to the

Contractor’s facility to begin accomplishing work. Upon completion, the Contractor will be responsible for delivery of the vessel back to the Government facility. Vessels contained in this SOW are non-trailered and will be available for pickup at one of several Government locations (Naval

Magazine Indian Island, Naval Base Kitsap Bangor, CNRNW Naval Base Everett, or Naval Base

Bremerton). The specific location for pickup/delivery of each vessel will be identified at the delivery order level.

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

1.5.1 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.

1.5.2 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.

1.5.3 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.

1.5.4 The term “Code 400 or C400”, as used in the Specifications, means Puget Sound

Naval Shipyard and Intermediate Maintenance Facility (PSNS & IMF), Code 400, Northwest Regional

Maintenance Center (NWRMC) Industry Management (IND MAN) Department, Contracting Officer and/or designated Contracting Officer’s Representative (COR).

1.5.5 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.

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

1.5.7 The term “NAVSEA” means the Naval Sea Systems Command, one of five system commands, responsible for engineering, building, supporting, and maintaining the Navy’s fleet of vessels.

1.6 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 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. Do not operate or utilize existing, newly installed, or repaired shipboard equipment for or in the performance of the Contractor’s work effort. Ship’s Force will accomplish such operation when required for test and checkout purposes. Temporary protective measures shall be taken to avoid wear and damage to the Vessel and all associated components. Water shall not be allowed to accumulate in the hull or structure during work performance. Measures shall be taken to prevent corrosion and deterioration of the Vessel and all associated components. Vessel shall be broom clean and with all preservation coatings fully cured prior to final delivery to the Government.

1.7 Workmanship: Workmanship provided by Contractor employees shall be consistent with the highest standards of commercial marine practices and regulatory bodies. 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 hazards. Machinery, equipment and electrical cables shall be protected against accidental movement or shifting in exposed locations.

1.7.1 At the time of delivery, work performed shall meet the performance requirements specified. In the event that deficiencies are discovered during the Warranty period, an opportunity will be afforded the Contractor to witness, inspect and comment on such deficiencies.

Materials and articles used for work performed shall be of commercial marine quality, conforming to the requirements of the Regulatory Bodies listed herein, unless specified to be otherwise. Where terms such as machinery, fittings, structures and equipment are herein specified to be in accordance with

Government specifications it is intended that commercial marine equivalents, when approved by the

Government, may be substituted.

1.8 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 where work is ongoing. If, during the performance of work, the Government observer(s) witness work that fails to meet the specifications within this SOW, would lead to an unsatisfactory end product, damages Government Property, is a Safety Violation; the COR will alert the Contracting Officer 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. The Contractor and shall respond in writing within 48 hours of CAR receipt to the COR concerning the corrective action taken to remedy the issue and prevent future occurrences.

1.9 Safety Requirements: Comply with the requirements of 29 CFR Part 1915, 29

CFR 1910, and 29 CFR Part 1926, state and local laws, rules, and ordinances during contract performance and as follows:

1.9.1 General: Contractor shall be responsible for the compliance of 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.

1.9.2 Accidents and Injuries: Report injuries to Contractor and subcontractor employees immediately to the COR. A written report of the incident shall be submitted within 24 hours of investigation completion. Written report shall include narratives of the circumstances leading up to and including the injury and any actions (immediate and contemplated) taken to mitigate future reoccurrences of injuries.

1.9.3 Scaffolding: Scaffolds and ladders shall meet the requirements of 29 CFR

1910.27 and 29 CFR 1910.28 and as follows:

1.9.3.1 Install a swinging gate guardrail at the entrance to each scaffold ladder access opening(s) and each through-platform access opening(s).

1.9.3.1.1 Install standard railing around the non-access sides and a swinging gate guardrail on the entrance side of through-platform access openings.

1.9.3.1.2 Install standard toe-boards around all scaffold floor openings, except at the entrance to the swinging gate guardrail, on all exposed sides of through-platform access openings.

1.9.3.2 Install each ascending ladder section with a landing platform and with each ladder section platform in an offset position from the previous or adjacent ladder section for heights above 21 feet. Position each ladder perpendicular to each landing or work platform to the greatest extent practicable.

1.9.3.3 Install commercial scaffolding that is configured and designed by a qualified person when OSHA (Occupational Safety and Health Administration), ANSI (American

National Standards Institute), and manufacturers’ designed guidelines exist. Construct, load, and maintain scaffolding in accordance with the qualified person’s design.

1.9.3.4 Develop detailed engineered drawings and specifications for scaffolds when OSHA, ANSI, or manufacturers’ designed guidelines do not exist, such as for “hanging scaffolding”. Drawings and specifications shall be designed by a registered professional engineer and meet the following:

1.9.3.4.1 Maintain on the jobsite a copy of the detailed engineering drawings and specifications showing the sizes and spacing of members and the calculations developed for the engineered design(s).

1.9.3.4.2 Construct, load, and maintain scaffolding in accordance with the registered professional engineer’s design.

1.9.3.5 Install a commercially available scaffold tag system on all scaffolds. The tagging system, as a minimum, shall be prominently attached to the scaffold structure, consist of green colored “Okay to Use” tag(s), red colored “Danger” tag(s), and accomplish the following:

1.9.3.5.1 Ensure that only qualified Competent Person’s apply tags;

1.9.3.5.2 Ensure that any scaffolds not properly tagged shall not be used;

1.9.3.5.3 Apply all tags on the scaffold structure as close as practicable to each ladder access and/or entry point;

1.9.3.5.4 Apply a red tag to indicate to users that the scaffold is being dismantled, is not yet completely erected, or for some reason is unsafe for use;

1.9.3.5.5 Apply a green tag to indicate to users that the scaffold is safe for use and is compliant with all OSHA regulations and other applicable requirements;

1.9.3.5.6 Ensure green tags contain the following information as a minimum: the location of the scaffolding structure; a unique reference number to identify each separate scaffolding structure, if necessary; the date the scaffolding structure was first erected; the name(s) of the scaffold builder(s); the load rating of the scaffold structure; and the Competent Person’s printed name and signature.

1.10 Threaded Fasteners: Except as otherwise specified herein, or on the drawings listed, threaded fasteners shall be in accordance with applicable ASTM standards. Coarse thread series shall be used unless the component’s design indicates a necessity to use fine thread series. Hole diameters for mounting bolts shall not exceed the diameters produced using standard size drill bits.

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 304 fasteners shall be substituted in lieu of brass.

Consult the requirements of MIL-STD-777 and Naval Ships’ Technical Manual (NSTM) Chapter 075

(S9086-CJ-STM-010) for guidance in instances where there is a question as to the material to be utilized.

1.10.1 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 top 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 top of the nut after the nut is tightened.

1.10.2 Clean, chase, and tap exposed threaded areas of each fastener retained for reuse.

1.10.3 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-

4.7.1.3.2 of NSTM Chapter 075 for guidance.

1.11 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. Take actions to mitigate creation of hazardous waste by recycling and other available methods. All hazardous waste generated by work under this contract is anticipated to be Contractor generated and shall be the responsibility of the Contractor.

1.11.1 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 42 USC 6901-6992 Rev 1996, 49 USC 5103, and 10 USC 7311 Rev 1/22/02.

The Contractor shall include a 5-way break down of the anticipated costs associated with this effort in their offer. Pursuant to the requirements of Paragraph (b) of 10 USC 7311 Rev 1/22/02, total cost greater or less than the above dollar amount when authorized by the Contracting Officer will be the subject of an equitable adjustment.

1.11.2 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.

1.12 Materials: All Contractors furnished materials (CFM) 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.

1.13 Availability Requirements: All written and electronic correspondence with the

Government, however addressed, shall be submitted to the Contracting Officer via the COR. In general, for subjects related to payments, separate letters shall be submitted to the Government for each subject concerning changes or delivery. Company “authorized representatives” shall sign all

Contractor correspondence. Furnish the Contracting Officer with a listing of names, titles, and telephone numbers of these authorized representatives, including emergency contact numbers at the

Arrival Conference and when Contractor employees change.

1.13.1 Prepare and keep current schedules necessary for the purpose of establishing an orderly and systematic accomplishment of production work and material ordering. Provide two legible copies, one in hard copy and one in approved transferrable media, to the COR at progress meetings.

1.13.1.1 All schedules and reports shall be submitted no later than 12:00 P.M.

the day before established Progress Meeting.

1.13.2 Document Contractor “conditions found” and inspection discrepancies on

FIGURE A, included as part of this specification. Complete the form to notify the Contracting Officer of problems and provide Contractor recommended corrective action. Items whereby the contractor recommends corrective action, impacting costs or schedule, shall be accompanied by the contractor’s proposed costs and schedule impact. Provide sufficient information to enable the Contracting Officer to make a determination if contract modification is required. Provide all inspection results including detailed measurements, photographs, sketches, and other means to accurately detail the inspection results using FIGURE A, with attachments as necessary.

1.14 Security Requirements: Contractor is responsible for the security of vessel while in possession. Contractor is required to provide access (egress) to the vessel for authorized

Government personnel.

1.15 Condition Found / Inspection Discrepancy Report (CFR/IDR):

Utilize Figure A to communicate to the Contracting Officer concerning all conditions found, discrepancies noted, and other information requiring formal documentation. Provide the Contractor’s recommendation for corrective action and include Contractor’s estimated pricing (man hours and materials) to correct the condition found. The Government will review and respond to the submitted report. In the event difficulty is encountered in meeting requirements or difficulty is anticipated in complying with the contract schedule dates, immediately notify the Contracting Officer via verbal communication with the COR. Provide the COR a written report stating pertinent details as to why requirements cannot be met the following work day. Receipt of this notification by the Government is 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 this report does not authorize the Contractor to perform additional work not covered by the contract or authorized by the Contracting Officer.

1.15.1 When work does not require a report, and one is determined to be necessary in order to produce a reliable or complete repair, submit one legible copy, in approved transferrable media, of a report with supporting data as early as possible in the contract period to the Contracting

Officer, via the COR. The goal is to have required work completed within the original contract period.

1.15.2 For required reports that could result in a change in work to be accomplished or additional material to be procured, complete the preliminary work and submit one legible copy, in approved transferrable media, of the required report in a time frame to allow the Contracting Officer, via the COR, to initiate early action, but no later than the first 7 days of the availability.

1.15.3 Drydock related inspection reports shall be submitted no later than the first 7 days of the scheduled docking period. Drydock related reports which contain readings (final, thickness, etc.) clearances, alignments, test results, or other such data for work that has to be completed prior to pre-flood/undocking, shall be submitted to the Contracting Officer, via the COR, within 24 hours after recording the data but no later than 72 hours prior to pre-flood/undocking, whichever occurs first.

FIGURE A - CONDITION FOUND/INSPECTION DISCREPANCY REPORT

Date: ______________

From: ________________________________ (Contractor Authorized Representative)

To: PSNS & IMF, NWRMC IND MAN, C400, Contracting Officer

Via: , Contracting Officer’s Representative (COR)

Vessel:

Section of Contract Affected: _____________________________________________

Description:

Impact:

Recommended Action:

C400 Response:

Signature of COR Date

Page ___ of ____

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. CD-

ROM can be provided at scheduled site visit upon request.

2.1 Order of Precedence: Unless otherwise noted within this specification, hierarchy, priority, or order of preference 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: Drawings, technical reference, or other discrepancies associated with this specification shall be reported using the Request for Specification Clarification form, during proposal, or the “Condition Found/Inspection Discrepancy Report” form (FIGURE A) during delivery order period of performance.

TABLE 1 - CONSOLIDATED LIST OF REFERENCES

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

Publication Number Title

1) 29 CFR 1910 Occupational Safety and Health Standards

2) 29 CFR 1915 Occupational Safety and Health Standards for

Shipyard Employment

3) 29 CFR 1926 Safety and Health Regulations for Construction

4) 10 USC 7311 Repair or Maintenance of Naval Vessels:

Handling of Hazardous Waste

5) 15 USC 2601, et seq. Toxic Substances Control Act

6) 33 USC 1251 to 1387 Federal Water Pollution Control Act

7) 33 USC 1342 National Pollutant Discharge Elimination System

8) 33 USC 2701 to 2761 Oil Pollution Control Act of 1990

9) 42 USC 6901 to 6992 Resource Conservation and Recovery Act of

10) 42 USC 7401, et seq. Clean Air Act

11) 49 USC 5103 Hazardous Materials Transportation

Authorization Act of 1994

12) ANSI/AWS D1.1 Structural Welding Code, Steel

13) ASTM A167, AISI 304L, AISI 316L Plate and Sheet Steel Standards

14) DWG# 53711-25BB-243-5111302 25ft. Barrier Boat shaft seal replacement

15) DWG# 53711-300-51078581 26WB Hydraulic winch Standard electrical installation

16) DWG# 53711-25BB-243-5111302 DWG# 53711-25BB-243-5111302

17) ASTM F718 Standards for Shipbuilders and Marine

18) ASTM F940 Standard Practice for Quality Control Receipt

Inspection Procedures for Protective Coatings

Used in Marine Construction and Shipbuilding

19) ASTM NDT References E709-01 - Magnetic Particle Examination

E164-03 - Ultrasonic Examination

E165–02 - Liquid Penetrant Examination

20) SSPC Painting Manual, Volume 1 Good Painting Practice

21) SSPC Painting Manual, Volume 2 Systems and Specifications

22) SSPC Manual 05-03 Surface Preparation Specifications and Practices

23) T9074-AS-GIB-010/271 Requirements for Nondestructive Testing

Methods

24) S9086-CH-STM-010/CH 074 VOL 1 Welding and Allied Processes

25) S9086-CJ-STM-010 NSTM, Chapter 075, Fasteners

3.0 Work Requirements: Commander Navy Region Northwest, Port Operations, requires the contractor to perform the following: Dock to blast, prime, and paint boats from main deck and below.

Remove and replace non-skid from main deck. Remove all rubber and old zincs prior to painting. Re-install rubber and replace old zincs with new. Clean prop and provide condition report. Complete winch alteration. Replace hydraulic hoses on exterior main deck. Blast, prep and paint forward stowage lockers. Blast, prime, and paint bilge below main engine by removing cab and main engine.

Install Duramax inflatable boot dripless packing. Prep, prime and paint keel cooler piping in engine room.

3.1 General Work Requirements: The following requirements apply to all non-trailered vessels covered by this contract, regardless of design. All vessel hulls are composed of steel

3.1.1 Transport, Delivery, and Recovery:

3.1.1.1 The Contractor will transport each vessel from its assigned location to the Contractor’s repair facility. Upon completion of all work, the Contractor will transport each vessel back to its assigned location.

3.1.1.2 The Contractor is responsible for coordinating vessel delivery and pick-up, with the COR, no less than three (3) working days prior to vessel delivery and pick-

up. This is the minimum time needed for the COR to coordinate vessel availability.

3.1.2 Pre-Blocking:

3.1.2.1 Pressure wash the hull to remove all sea growth.

3.1.3 Blocking:

3.1.3.1 Block the boat in preparation for work prescribed by the SOW.

3.1.4 Post-Blocking:

3.1.4.1 Prepare and inspect vessel hull surfaces. Provide a report of the findings to the COR.

3.1.5 Unblocking:

3.1.5.1 After completion of the work, unblock the vessel.

3.1.6 Foreign Material Exclusions (FME)

3.1.6.1 Apply FME to all exposed hull appendages prior to painting by covering, taping, and shielding with plastic or like material. Props shall be wrapped and left paint free.

3.1.6.2 Remove all the FME and coverings on the prop when paint curing is completed and boat is ready to launch/trailer.

3.1.7 COR Notification/Inspection

3.1.7.1 Notify COR after surface prep and application of all coatings.

3.1.7.2 COR to inspect finished product after completion of all tasks

3.2 through 3.10.

3.1.7.3 COR or designated representative shall inspect paint type, and proper mil thickness prior to acceptance and payment.

3.1.8 HAZMAT Disposals

3.1.8.1 The contractor is responsible for all hazmat disposals in accordance with local government rules and regulations. A Safety Data Sheet (SDS) shall be presented to the COR for the paint batch with manufacturer’s application procedures for the coating system.

3.1.9 Cleanliness and Preparation for Transportation

3.1.9.1 Contractor to re-launch or re-trailer the boat in preparation of the boat being returned to the government.

3.1.9.2 Prior to the launch/trailering, ensure that all paint drying and curing time criteria are in accordance with the paint manufacturer’s instructions.

3.1.10 Sketches of Current Vessel Characteristics

3.1.10.1 Sketch a diagram of the current non-skid to be replaced.

3.1.10.2 Sketch a diagram of the current paint scheme.

3.2 Blast/Paint Main Deck + Below and Sweep Blast Rubber and Replace Zinc

Anodes: Perform the following requirements on all applicable vessels under Table 2 and

Table 2.1:

3.2.1 Blast and prep hull per paint manufacturer’s specifications.

3.2.2 Blast roll bars, pusher knees, and all deck fittings to SP-6 profile.

3.2.3 Remove all rubber from vessel, Sweep blast all rubber and remove all old zinc anodes.

3.2.3.1 FME all zinc anode mounting studs prior to blasting.

3.2.4 Use anti-foul paint formulated for steel hulls. Paint is to be applied in accordance with paint manufacturer’s requirements in addition to American Bureau of Shipping (ABS) paint application standards and good marine practices.

3.2.5 Paint all hulls, roll bars, and pusher knees from entire underwater to 1” above upper boat top line including shafts, struts and rudders in accordance with paint manufacturer’s instructions.

3.2.6 Use the correct paint matched to appropriate hull type (steel). Where new paint is to be merged into the existing paint system, prove a 3 inch wide, smoothly tapered boundary from the existing paint to the prepared metal surface.

3.2.6.1 New paint to be chemically compatible with the previously installed paint when merging old and new paint together.

3.2.7 The surface temperature and humidity shall be at proper temperature before paint application, as per pain manufacturer’s requirements.

3.2.8 Bump blocks and preserve where blocks have been.

3.2.9 Reinstall old rubber. Reinstall new zinc anodes, replacing the old.

3.3 Non-Skid Replacement on Main Deck: Perform the following requirements on all applicable vessels under Table 2 and Table 2.1:

3.3.1 Remove non-skid from main deck.

3.3.2 Clean surface free of all debris

3.3.3 Sand, scuff and prep surface in accordance with paint manufacturer’s requirements. Remove all visible oil, grease, soil, drawing and cutting compounds and other soluble contaminants from hull surfaces.

3.3.4 Re-install non-skid per sketch of previous non-skid layout.

3.4 Clean Propellers: Perform the following requirements on all applicable vessels under Table 2 and Table 2.1:

3.4.1 Remove and clean propeller. Provide a report of the findings to the COR.

3.4.2 Reinstall propeller.

3.5 Winch Alteration: Perform the following requirements on all applicable vessels under Table 2 and Table 2.1:

3.5.1 Complete winch alteration in accordance with drawings # 53711-583-5110729 and 53711-300-5107858.

3.6 Replace and Hydro Exterior Hoses: Perform the following requirements on all applicable vessels under Table 2 and Table 2.1:

3.6.1 Replace all hydraulic hoses on exterior main deck with hydro tested and labeled hoses in accordance with navy standard requirements for Hydraulic hoses.

3.7 Blast/Paint FWD Stowage Lockers: Perform the following

requirements on all applicable vessels under Table 2 and Table 2.1:

3.7.1 Blast and prep surface to an SP-10 profile.

3.7.2 Paint forward stowage locker.

3.8 Bilge Painting Engine Room and Engine Removal: Perform the following

3.8.1 Remove house and main engine.

3.8.2 Blast and prep surface to an SP-10 profile

3.8.3 Paint main engine room bilge below the main engine.

3.8.4 Reinstall house and main engine.

3.9 Install Duramax Inflatable Boot Dripless Packing: Perform the following

3.9.1 Install Duramax inflatable boot dripless packing using DWG# 53711-25BB-

243-5111302 as a reference

3.9.2 Take readings on shaft and provide report condition to the COR.

3.10 Paint Keel Cooling Piping: Perform the following requirements on all applicable vessels under Table 2 and Table 2.1:

3.10.1 Sand and prep surface to an SP-6 profile

3.10.2 Paint keel cooler piping in the engine room.

Table 2 - Vessel Work Requirements

Boat Hull# CLIN

SOW 3.2

Blast/Paint Main Deck + Below and Sweep Blast Rubber and

Replace Zinc Anodes

SOW 3.3

Non-Skid

Replacement on Main Deck

SOW 3.4

Clean

Propellers

SOW 3.5

Winch

Alteration

23WB0101 1001 X X X

23WB0201 1002 X X X

25BB0403 1003 X X X

25BB0408 1004 X X X

25WB1201 1005 X X X

25WB1202 1006 X X X

25WB1401 1007 X X X

26WB1001 1008 X X X X

26WB1002 1009 X X X X

29BB0603 1010 X X X

29BB0604 1011 X X X

22UB752 1012 X X X

22BB0301 1013 X X X

25BB0402 1014 X X X

25BB0501 1015 X X X

25BB0614 1016 X X X

Table 2.1 - Vessel Work Requirements (Continued)

Boat Hull# CLIN

SOW 3.6

Replace and

Hydro Exterior

Hoses

SOW 3.7

Blast/Paint

FWD Stowage

Locker

SOW 3.8

Bilge Painting

Engine Room and Engine

Removal

SOW 3.9

Install

Duramax

Inflatable Boot

Dripless

Packing

SOW 3.10

Prep/Paint

Keel Cooling

Piping

23WB0101 1001 X

23WB0201 1002 X

25BB0403 1003 X X X

25BB0408 1004 X X X

25WB1201 1005 X

25WB1202 1006 X

25WB1401 1007 X

26WB1001 1008 X

26WB1002 1009 X

29BB0603 1010 X X X

29BB0604 1011 X X X

22UB752 1012 X

22BB0301 1013 X

25BB0402 1014 X X X

25BB0501 1015 X

25BB0614 1016 X

4.0 Government Furnished Information/Property/Material/Equipment/Services:

4.1 Government Furnished Information (Enclosures):

4.1.1 Master Condition Found Report

4.2 Government Furnished Property/Material/Equipment/Services: None

5.0 Contractor Furnished Information/Property/Material/Equipment/Services: All supplies, components, materials, and hardware necessary to accomplish the requirements of this task order that are not specifically identified as GFP, shall be supplied by the Contractor.