J-2-Notional_Statement_of_Work.pdf

DEPARTMENT OF THE NAVY

PUGET SOUND NAVAL SHIPYARD AND INTERMEDIATE

MAINTENANCE FACILITY, CODE 400

1400 FARRAGUT AVENUE

BREMERTON, WA 98341-5001

OPEN LIGHTER YC-1569 SELECTED RESTRICTED

AVAILABILITY

SOLICITATION: N4523A-17-R-0008 (Notional)

WORK DATES: May 18, 2017 TO July 15, 2017

PERFROMANCE WORK STATEMENT (PWS)

Date Prepared:

11/1/2016

ERRATA One:

24 June 2008

Table of Contents

Paragraph / Section Page Number

1.0 General Requirements

1.1 Vessel Characteristics 3

1.2 Scope Overview 3

1.3 Definitions 3/4

1.4 Care of Vessel 4

1.5 Workmanship 4/5

1.6 Arrival Conference 5/6

1.7 Corrective Action Request (CAR) 6

1.8 Progress Meetings 6

1.9 Interferences 6

1.10 Safety Requirements 6/8

1.11 Hot Work/Welding 8/9

1.12 Threaded Fasteners 9/10

1.13 Environmental and Hazardous Waste Management 10/11

1.14 Materials 11

1.15 Weight Control 11

1.16 Label Plates 11

1.17 Availability Requirements 11/12

1.18 Integrated Logistic Support 12

1.19 Gas Free 12/13

1.20 General Requirements for Testing 13/14

1.21 Condition Found/Inspection Discrepancy Report (CFR/IDR) 14/16

2.0 References

2.1 Order of Precedence 17

2.2 Discrepancies 17

Consolidated List of References 17/19

3.0 Work Requirements

3.1 Docking and Undocking the Vessel 19/23

3.2 Hull Repairs 23/27

3.3 Structural Repairs 27

3.4 Tanks/Voids 27/32

3.5 Main Deck Repairs 32/35

3.6 Superstructure 35

3.7 Main Propulsion Repairs 35

3.8 Steering System Repairs 35

3.9 Machinery Systems 35

3.10 Electrical Systems 35

3.11 Piping Systems 36

3.12 Weight Handling Systems 36

3.13 Preservation 36

3.14 Dock and Sea Trials 37

4.0 Data Submission

Data Submission List 37/39

5.0 Government Furnished Material (GFM) 39

ERRATA One

Statement Of Work (SOW)

1.0 General Requirements: This document invokes the requirements applicable to the docking and maintenance work to be performed on One each YC-1569 Open Lighter. Work performed and accomplished shall be in accordance with the highest quality workmanship standards and practices commonly accepted in the commercial marine industry and the technical references listed herein. 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:

OPEN LIGHTER (YC-1569) Built by PAC CAR FDRY/SE Length: 110 FT Draft: 4 FT Width: 30 FT Full Displacement: 350 L Tons Age: 72.5 YRS Light Displacement 100 L Tons Hull Type: Steel

1.2 Scope Overview: Coordinate with the Contracting Officer, via the Contracting Officer’s Representative (COR) to conduct maintenance on the vessel at Puget Sound Naval Shipyard (PSNS) dry dock Number 5. Wash, and clean the exterior surfaces of the vessel upon docking. Blast and preserve all exterior surfaces of the vessel. Vessel will be shifted on the blocks by PSNS to achieve 100 percent preservation of underwater hull. Remove existing and install new zinc anodes. Hull and main deck require ultrasonic measurement of plating thickness. Vessel requires inspection for damage and deterioration (hull, main deck–plating and framing). Apply new non-skid system to main deck. Arrange and coordinate the delivery of the vessel back to the Government with the Contracting Officer via the COR.

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

1.3.1 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.

1.3.2 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.

1.3.3 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, evaluate, and formulate an opinion as to whether technical requirements were achieved.

1.3.4 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.

1.3.5 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).

1.3.6 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.

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

1.3.8 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.

1.3.9 The term “SUPERVISOR” means any Code 400 or Government

personnel (e.g. Shipbuilding Specialist, Quality Assurance Specialist, Safety/Environmental Specialist, Industrial Hygienist, Security Officer, etc.) tasked and/or designated by the Contracting Officer in writing to assist and support the Contracting Officer in making technical determinations, performing inspections, performing evaluations and providing recommendations to the Contracting Officer on matters in the Contracting Officer’s Representative area of expertise.

1.4 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. Tanks and voids opened shall be clean, dry, and pass Government inspection prior to being closed. 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.

1.5 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.

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.

1.5.1 At the time of delivery, work performed shall meet the performance requirements specified. In the event that deficiencies are discovered during the Guarantee 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.

1.6 Arrival Conference: The Government will arrange an arrival conference with the Contractor at a Code 400 facility after contract award and prior to start of production work. The Contractor shall submit the following information 5 working days after contract award and/or prior to the scheduled arrival conference:

1.6.1 List of all subcontractors with extent of work to be accomplished by each subcontractor.

1.6.2 List of manufacturer’s Technical Representatives to be provided per the particular specification requirement.

1.6.3 List of Contractor’s National Fire Protection Association (NFPA) Marine Chemist certifying gas-free conditions for this project and a list identifying Contractor employees designated as “Competent Persons” in accordance with 29 CFR 1915.7, including date trained.

1.6.4 Welder Qualification List, with name, type of qualification(s) and date of last qualification test for each qualification and a list of qualified silver brazers.

1.6.5 Material Safety Data Sheets (MSDS) for all materials to be used by the Contractor to accomplish the requirements of this contract.

1.6.6 List of key Contractor personnel with names, positions, telephone, and fax numbers, e-mail addresses and emergency contact information.

1.6.7 Copy of the Contractor’s Inspection and Quality Control System with copies of all related forms, reports, and other supporting documentation.

1.6.8 Copy of Contractor’s Property Administration Program for Government Furnished Equipment (GFE) or Material (GFM) including copies of all related forms and reports.

1.6.8.1 The Contractor’s Property Administration Program shall be accepted and approved for adequacy only by the Code 400 Property Administrator, Sandie Betts, (360) 476-4205.

1.6.9 Copy of Contractor’s Environmental Protection and Hazardous Waste Management Plan, including Risk Management/Mitigation plans specific to this contract.

1.6.10 Copy of required federal, state and local environmental notifications and permits for performance of the work (or a schedule of when they will be obtained).

1.6.11 Contractor’s production performance and material ordering schedules.

1.7 Corrective Action Request (CAR): The Contractor is solely responsible for implementation of the Inspection and Quality Control System submitted in 1.6.7.

Government observer(s) will monitor production work performed at any time or at any facility where work is ongoing. If, during the performance of work, the Government observer(s) witness work that fails to meet the specifications or would lead to an unsatisfactory end product the observer will alert the Contracting Officer and advise the Contractor of the deficiency. If the deficient work is not corrected within a reasonable amount of time (determined by the Contracting Officer’s Representative) the Contractor will be issued a Corrective Action Request (CAR) and shall respond in writing within 48 hours of CAR receipt to the Contracting Officer concerning the corrective action taken to remedy the issue and prevent future occurrences.

1.8 Progress Meetings: Weekly progress meetings will be held at the Contractor’s facilities near the vessel. The day and time of the meeting will be set by the COR upon consultation with the Contractor. A review of percentage completion for each work item shall be conducted including the Contractor’s assessment of schedule adherence. Production schedule, corrective action reports, material lead times and other issues shall be discussed.

1.9 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. A physical check of each work site prior to bid submittal is strongly encouraged.

1.10 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:

1.10.1 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.

1.10.2 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.

1.10.3 Scaffolding: PSNS & IMF has established additional standards above the OSHA minimum requirements when PSNS & IMF personnel are required to access or work from any scaffolding and associated ladders. These additional requirements are hereby invoked and are applicable to Contractor assembled scaffolding and ladders at any location where PSNS & IMF personnel administer the contract. Scaffolds and ladders shall meet the requirements of 29 CFR 1910.27, 29 CFR 1910.28 and as follows:

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

1.10.3.1.1 Install standard railing around the non-access

sides and a swinging gate guardrail on the entrance side of through-platform access openings.

1.10.3.1.2 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.

1.10.3.2 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.

1.10.3.3 Install commercial scaffolding that is configured and designed by a qualified person when OSHA, ANSI, and manufacturers’ designed guidelines exist. Construct, load, and maintain scaffolding in accordance with the qualified person’s design.

1.10.3.4 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:

1.10.3.4.1 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).

1.10.3.4.2 Construct, load, and maintain scaffolding in

accordance with the registered professional engineer’s design.

1.10.3.5 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:

1.10.3.5.1 Ensure that only qualified Competent Person’s

apply tags;

1.10.3.5.2 Ensure that any scaffolds not properly tagged

shall not be used;

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

1.10.3.5.4 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;

1.10.3.5.5 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;

1.10.3.5.6 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.

1.11 Hot Work/Welding: Prior to performance of any hot work/welding on the vessel, certify a safe atmosphere exists in and around the work area before starting any work that may produce the heat of ignition, sparks or flame. Accomplish necessary steps in order to make the area safe for hot work. A copy of the gas free certification shall be posted at the work site for the entire period that personnel entry into and around the work area is required.

1.11.1 All welding equipment and materials shall comply with the applicable requirements of American National Standards Institute/American Welding Society (ANSI/AWS) D1.1, Structural Welding Code, Steel and American Bureau of Shipping (ABS) requirements. Welding shall be sequenced to keep the thermal expansion of structures to a minimum.

1.11.2 Perform visual, radiographic, ultrasonic, magnetic particle or dye penetrant inspection of welds, to determine conformance, in accordance with the requirements of American Society for Testing and Materials (ASTM) International. All welds shall be 100 percent visually inspected. All boundary integrity welds shall be 100 percent visually inspected and tested to the appropriate nondestructive testing method. All defects shall be repaired in accordance with approved procedures. All welders shall be certified by AWS requirements.

1.11.3 Submit one legible drawing or sketch of each proposed access cut and a list of each proposed bolted/riveted access removal to the COR and GDO (Government Docking Observer) 3 working days prior to making any cut or removing any bolted/riveted access. Submittals are not required where access cuts are authorized per a NAVSEA approved drawing. Drawing or sketch shall contain, as a minimum, the following:

1.11.3.1 Describe the temporary access closure or enclosure.

1.11.3.2 Develop a plan and elevation view specifying the location of the access by deck, frame, and distance from the center line or deck edge including measurement and location of adjacent penetrations, bulkheads, framing, welds, and riveted joints within 12-inches of the proposed cuts.

1.11.3.3 Identify the location and number of previous cuts visible in each plate and the cutback of existing welds as required by MIL-STD-1689.

1.11.3.4 Identify structural reinforcement required to prevent distortion of the vessels structure.

1.11.3.5 Identify the thickness and type of material of plating and structural members to be cut. Identify the source or document/drawing number identifying the material requirements, if possible.

1.11.3.6 Identify by positive methods any structural member, interference, and compartment boundary(s) on the opposite side of the proposed access cut or bolted/riveted access.

1.11.3.7 Furnish a copy of the weld procedure or identify the

Government approved weld procedure number on/with the drawing or sketch.

1.11.3.8 Furnish all drawing titles, numbers, and technical

documentation used to accomplish the requirements of 1.11.3.

1.12 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.

1.12.1 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.

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

1.12.3 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.

1.13 Environmental and Hazardous Waste Management: Documentation related to hazardous waste generated solely by the physical actions of Navy employees (termed Navy-Generated Hazardous Waste) on board the vessel shall only bear a generator identification number issued to the Navy pursuant to applicable law. The contractor shall obtain SUPERVISOR'S concurrence with the categorization of the waste as Navy-generated before completion of the manifest. The manifest prepared shall be presented to the SUPERVISOR for completion after the hazardous waste has been identified.

1.13.1 Documentation related to hazardous waste generated solely by the physical actions of contractor personnel (termed Contractor-Generated Hazardous Waste) shall bear a generator identification number issued to the contractor pursuant to applicable law. Regardless of the presence of other material in or on the shipboard systems or structure which may have qualified a waste stream as hazardous, where the contractor performs work on a system or structure using materials (whether or not the use of such materials was specified by the Navy) which by themselves would cause the waste from such work to be a hazardous waste, documentation related to such waste shall only bear a generator number issued to the contractor.

1.13.2 Documentation related to hazardous waste generated by the combined physical actions of Navy and contractor personnel (termed Co-Generated Hazardous Waste) shall bear a generator identification number issued to the contractor pursuant to applicable law and shall also cite in the remarks block a generator identification number issued to the Navy pursuant to applicable law. When the contractor merely drains a system and such drainage creates hazardous waste or the contractor performs work on system or structure using materials which by themselves would not cause the waste from such work to be hazardous waste but such work nonetheless creates a hazardous waste, documentation related to such waste shall bear a generator identification number issued to the contractor and shall also cite in the remarks block a generator identification number issued to the Navy. The contractor shall sign the generator certification on the Uniform Hazardous Waste Manifest whenever use of the manifest is required for disposal. The contractor shall obtain SUPERVISOR's concurrence with the categorization of the wastes as co-generated before completion of the manifest. Manifests prepared shall be presented to the SUPERVISOR for completion after the hazardous waste has been identified.

1.13.3 If the contractor, while performing work at a Government facility, cannot obtain a separate generator identification number from the state in which the availability will be performed, the contractor shall notify the SUPERVISOR within three business days of receipt of written notification by the state. After obtaining approval of the SUPERVISOR, the contractor shall use the Navy site generator identification number and insert in the remarks block the contractor generator identification number issued for the site where his main facilities are located.

Estimated hazardous waste associated with work required in these Specifications is listed below:

Product Amount Cleaning Solvents 50 gallons Paint (enamel, latex, epoxy, thinners, oil based, rubber, non-skid, lacquer, varnishes, removers)

50 gallons

Rags (contaminated with a known source) 100 pounds Blast Media and paint chips possibly contaminated with heavy metals and other contaminants 100,000 pounds Tank water possibly contaminated with heavy metals and other contaminants

100 gallons

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.

1.13.4 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, 10 USC 7311 Rev 1/22/11. 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 1/22/11, total cost greater or less than the above dollar amount when authorized by the Contracting Officer will be the subject of an equitable adjustment.

1.13.5 Consider marine 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.

1.13.6 Consider insulation, lagging, and mastics to be asbestos-containing material (ACM) 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 29 CFR 1915.1001.

1.13.7 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.

1.14 Materials: All Contractor 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.

1.15 Weight Control:

Not Used.

1.16 Label Plates: Label plates installed in locations exposed to the weather shall be corrosion resistant steel (CRES) and shall be prepared by the “Metal-Photo” process and sealed to exclude moisture between the plate and the mounting surface.

Label plates shall be installed to assure maximum visibility. Label plates shall be attached with (CRES) screws or adhesive, using drawing S2803-980209 Rev L for guidance. Where adhesive is used, surface preparation shall be in strict accordance with the adhesive manufacturer’s instructions. Test label plates shall be attached on or adjacent to all equipment or components tested without interference to equipment or component operation. The label shall identify the equipment or component, the test load, the dynamic and static load (if applicable), the rated load, the date of testing, and the activity performing the test, using the layout format of drawing S2803-980209 Rev L for guidance.

1.17 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.

1.17.1 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.

1.17.2 Document Contractor “conditions found” and inspection discrepancies on FIGURE A, included as part of this specification. Duplicate and 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.

1.18 Integrated Logistic Support: Submit original copies of manufacturer supplied operating instructions, warranty information, service manuals and other supporting documents for all new equipment and parts to the COR, for items supplied by the Contractor.

1.19 Gas Free: Provide certified Marine Chemist, Certified Industrial Hygienist (CIH) services, and Shipyard Competent Person services as required by 29 CFR 1915 and as follows:

1.19.1 Submit one legible copy, in hard copy or approved transferrable media, of a listing of the Contractor’s designated Shipyard Competent Persons, including Contractor certification that the Competent Persons’ training has been completed within the past year to the COR.

1.19.1.1 Provide the COR an updated roster each time Shipyard Competent Persons are added, deleted, or retrained.

1.19.2 Maintain certifications for the duration of the time that work is being accomplished, employees require access, and prior to hot work being accomplished on each vessel.

1.19.3 Post, update, and maintain gas free certificates at each access entry to the area certified.

1.19.4 Consolidate and maintain the Contractor’s current confined space entry/gas free certification processes into a single and comprehensive document as part of a confined space entry/gas free certification program.

1.19.4.1 Submit one legible copy, in hard copy or approved

transferrable media, of any changes to the Contractor’s confined space entry/gas free certification program to the COR, after initial submission.

1.20 General Requirements for Testing: Test all Contractor affected equipment, systems and subsystems for compliance with this PWS and Commercial Marine standards and practices. Demonstrate workmanship, alignment, strength, rigidity, water tightness, functionality, and suitability for the purpose intended.

1.20.1 Prepare and submit a Test and Inspection Plan for each Test and Inspection required by this PWS, containing paragraph number or listed applicable reference requiring Tests and Inspections; identification of each component/system;

description of each Test and Inspection; accept/reject criteria; date scheduled;

Government notifications; date completed; and each Test and Inspection result.

1.20.1.1 Fully integrate the Test and Inspection Plan with the Contractor’s production schedule.

1.20.1.2 Provide the number of tests and inspections for a given system, component, or installation required to demonstrate required satisfactory performance. This section specifies tests to be performed in support of the work performed.

1.20.1.3 Provide an updated copy of the Test and Inspection Plan to the COR at each progress meeting.

1.20.2 Provide a detailed description of preoperational checks to be conducted, operations to be performed, and the parameters to be satisfied. Furnish data sheets which provide spaces for recording the quantitative values measured during the test, for each test procedure. Specify the minimum and maximum allowable tolerance limits for each measured value. Furnish signature sheets for fill-in by the person conducting the test, the Government witness present, and the date of the test.

Block diagrams, simplified schematics or diagrams may be used to clarify the procedure or test method. Include a comment sheet to record significant events and observations by either the Government witness or Contractor.

1.20.3 Provide materials, supplies, utilities, equipment, instrumentation, services and personnel to accomplish each test. Incorporate safety precautions into each test procedure. Prepare all test documentation during the development and implementation of the acceptance test.

1.20.3.1 Whenever Government and/or Ships Force support is

required for the operation of vessel equipment and/or systems, a minimum of 2 workday’s prior notification of the operational/test support requirement shall be provided to the COR.

1.20.3.2 Tests and equipment/systems operation requiring

Government and/or Ship’s Force operational support shall be scheduled for accomplishment during normal day shift working hours, as much as practicable.

1.20.3.3 Provide a minimum of 3 workdays prior notification to the

COR for tests and equipment/system operations requiring Government and/or Ships Force operational support for work being performed on weekends, after normal dayshift working hours, and immediately before and/or after Federal holidays.

1.20.3.4 The COR or his representative shall witness each test, unless authorization is received to proceed without a Government witness. A minimum of 4 hours prior notification to the COR is required prior to conducting tests.

Adjustments of equipment are not to be made during acceptance testing. The COR may countersign the acceptance test report, however the Government’s signature does not constitute approval or concurrence in any aspect of the testing, other than the presence of the Government at the test.

1.20.4 Perform tests using the applicable test procedure for systems and subsystems. Demonstrate compliance with the Specification requirements by satisfactory completion of the test. Complete all work prior to initial testing of that particular system or subsystem and in a timeframe sufficient to allow for correction of deficiencies prior to dock trials, sea trials, or other applicable milestones established in these specifications. Perform any grooming or dry run testing prior to the scheduled acceptance test.

1.20.4.1 Stop the test if the equipment, system, or subsystem tested fails to satisfy the acceptance criteria of the established test procedure.

Determine the cause and correct.

1.20.5 Document the overall test results and findings in relation to the technical specification requirements. Provide a complete copy of the test procedure, with filled in data sheets, and detailed analysis of the raw data to the COR upon completion of each test.

1.21 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.

1.21.1 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.

1.21.2 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 20 percent of the availability.

1.21.3 Drydock related inspection reports shall be submitted no later than the first 20 percent 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: PSNS & IMF, NWRMC IND MAN, C400, Contracting Officer’s

Representative (COR)

Vessel: OPEN LIGHTER (YC-1569)

Section of Contract Affected:

Description:

Impact:

Recommended Action:

C400 Response:

Signature of C400 Representative 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. It is incumbent on the Contractor to maintain current commercial specifications and be thoroughly familiar with Federal, State and Local laws, regulations and ordinances. Contractor is prohibited from using Government provided technical information for any purpose other than that contemplated by the specifications. 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 “Condition Found / Inspection Discrepancy Report” form (FIGURE A) during delivery order period of performance.

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

CONSOLIDATED LIST OF REFERENCES

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

Publication Number Title

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) 63101-000 Core Preservation Process Instruction

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

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

15) ASTM A1011 Grade, 30, 36 or 40 Plate (1/8 inch or greater)

16) ASTM A131 Bars and Shapes

17) ASTM A53, A106 Grade B, Steel Pipes

18) ASTM F718 Standards for Shipbuilders and Marine Paints and Coating Product/Procedure Data Sheet

19) ASTM F940 Standard Practice for Quality Control Receipt

Inspection Procedures for Protective Coatings Used in Marine Construction and Shipbuilding

20) ASTM NDT References E709-01 - Magnetic Particle Examination E164-03 - Ultrasonic Examination E165–02 - Liquid Penetrant Examination

21) SSPC Painting Manual, Volume 1 Good Painting Practice

22) SSPC Painting Manual, Volume 2 Systems and Specifications

23) SSPC Manual 05-03 Surface Preparation Specifications and

Practices

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

Methods

25) MIL-STD-777 Schedule of Piping, Valves, Fittings and

Associated Piping Components for Naval Surface Ships

26) S9086-7G-STM-010/CH 997 Docking Instructions and Routine Work in Dry Dock

27) S9086-CH-STM-010/CH 074 VOL

Welding and Allied Processes

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

Drawing Number Title

1) 100-6518231 Open Lighter YC 1554 Series Hull Structural

Arrangement & Details

2) 101-6196344-1 Open Lighter YC-1554 Series Anode Location

& Docking Plan

3) 600-6518238 Open Lighter YC-1554 Series Handrail Arrgt.

& Det.

4) 600-6518241 Open Lighter YC-1554 Series Hull Deck

Fittings Arrgt. & Det.

5) 600-6518242 Open Lighter YC-1554 Series Bumper Details

6) 603-6518240 Vertical Ladder Det.

7) 623-6518239 Open Lighter YC-1554 Series Fwd Rake

Grating & Stowage Plan

8) 845-6184488 Docking Plan

9) S2803-980209 Rev L Label Plates

10) 100-4382475 Rev C Btm, Sides & Pltg

11) 803-921865 Rev R Zinc Anode Installation

12) S2804-921819 Rev C Distinguishing Figures for Misc. Vessels

3.0 WORK REQUIREMENTS:

3.1 DOCKING AND UNDOCKING THE VESSEL: Accomplish the following to safely dock and undock the vessel as follows:

3.1.1 Not Used.

3.2 HULL REPAIRS: Accomplish hull repairs as follows:

3.2.1 Zinc Anodes: Remove existing and install new zinc anodes and associated CRES 304 fasteners, using drawings 101-6196344-1 and 803-921865 Rev R for guidance and as follows:

3.2.1.1 Replace a total quantity of 76 each hull zinc anodes

conforming to Type ZHC-42.

3.2.1.2 Identify and record exact location of each zinc anode.

3.2.1.2.1 List and identify corresponding specific

measurements, locations, and/or areas in relationship to fixed hull structural members and docking block locations, or with measurements from suitable hull reference points.

3.2.1.2.2 A sketch of the underwater body and freeboard

plating surfaces with appropriate data and measurements is an acceptable alternative.

3.2.1.2.3 Submit one legible copy, in approved transferrable

media, of a report listing the results of 3.2.3.2 to the COR no later than two working days prior to an undocking event.

3.2.1.3 Accomplish an electrical resistance test for each new zinc anode in accordance with General Note 4 of drawing 803-921865 Rev R.

3.2.1.3.1 Submit one legible copy, in hard copy or approved

transferrable media, of a report listing the results of the requirements of 3.2.3.3 to the

COR.

3.2.1.4 Ensure that new zincs are free from preservation coatings.

3.2.1.5 Accomplish touch-up preservation for new and disturbed surfaces to match surrounding coating system(s) in accordance with paint manufacturer’s instructions and the requirements of 3.13.

3.2.4 Hull Blasting and Preservation: Remove existing and install new coating systems to the underwater body, hull, and freeboard surfaces, including appendage and bulwark surfaces, using drawing 100-6518231 for guidance and as follows:

3.2.4.1 Accomplish the requirements of 3.13 for each surface receiving preservation and new coating systems.

3.2.4.2 Near White blast clean the entire underwater body, hull, and freeboard surfaces, including appendages and bulwark surfaces from: the keel up to the upper edge of the Main Deck bulwark; the Main and Forecastle Deck intersection up to the upper edge of the Main Deck bulwark, including appendage surfaces of the vessel; and bow to stern. Accomplish the requirements of Surface Preparation Specification SSPC-SP-10. Achieve a minimum surface profile of One mil with an average profile of 2-4 mils and no reading greater than 5 mils.

3.2.4.2.1 Power tool clean inaccessible areas where abrasive

blasting equipment cannot reach. Accomplish the requirements of Surface Preparation Specification SSPC-SP-11 of Systems and Specifications, SSPC Painting Manual, Volume 2.

3.2.4.3 Apply a 12-year service life, commercial marine epoxy anticorrosive and antifouling coating system that is: suitable for submerged saltwater and wet surfaces; equal in performance characteristics to the requirements of MIL- PRF-24647, Type One or II; is applied at 5-7 mils dry film thickness (DFT) per coat;

and is applied in accordance with the manufacturer’s instructions to the entire underwater body and hull, including appendages, from the keel up to the top of the boot-top. Final top coat color shall be Black. Total system DFT shall be a minimum of 25 mils DFT.

3.2.4.4 Apply a 12-year service life, low solar absorption (LSA), commercial marine silicone alkyd coating system that is: suitable for exposed surfaces above the boot-top; equal in performance characteristics to the requirements of MIL-PRF-24635, Type III, Class 2, Grade B; is applied at 2-3 mils DFT per coat;

and is installed in accordance with the manufacturer’s instructions to the entire freeboard surfaces, including from the top of the boot-top up to the top of the bulwarks and from the interior side intersection of the Main and Forecastle Deck up to the top of the bulwarks. Final colors shall match the previously existing final color configuration, using the results of 3.2.1 for guidance. Total system DFT shall be a minimum of 10 mils DFT.

3.2.4.5 Apply only LSA type coatings to markings and distinguishing figures above and below the boot-top surfaces: at 2-3 mils DFT; equal to the performance characteristics of MIL-PRF-24635, Type II or III, Class 2, Grade B; is installed in accordance with the manufacturer’s instructions, using the information recorded in 3.2.1 and drawing S2804-921819 Rev C for guidance and as follows:

3.2.4.5.1 Apply LSA type coatings to surfaces at and below the boot-top that are Light Gray (Color No. 26373 per FED STD-595) or Commercial Grade White antifouling in color.

3.2.4.5.2 Apply LSA type coating to surfaces above the boot-

top that are Ocean Gray (Color No. 26173 per FED STD-595) in color.

3.2.4.6 PSNS will shift the vessel on the blocks to ensure 100 percent preservation of the underwater body, hull, and freeboard surfaces the vessel will be placed on 8 foot tall blocks.

3.2.4.6.1 Submit one legible copy, in hard copy or approved

transferrable media, of a request to shift vessel to the COR a minimum of 10 working days prior to vessel shift.

3.2.5 Hull and Freeboard Visual Inspection: Accomplish a visual inspection of the entire underwater body, hull, and freeboard surfaces, including appendage surfaces of the vessel, after abrasive blasting and application of primer, using drawing 100-6518231 for guidance and as follows:

3.2.5.1 Search for, mark, identify, and record defective (actual and suspect) areas showing signs of cracks, excessive pitting, corrosion, deterioration, damage, distortion, and unusual wear that may be detrimental to the structural and watertight integrity of the vessel.

3.2.5.2 Submit one legible copy, in hard copy or approved transferrable media, of a report listing results of the requirements of 3.2.5 to the COR.

3.2.6 Hull and Freeboard UT Inspection: Accomplish an Ultrasonic test (UT) measurement inspection of the underwater body, hull, and freeboard surfaces, using drawing 100-6518231 for guidance and as follows:

3.2.6.1 Measure and record, in columnar form, 300 sites spaced evenly from one another and measured from port to starboard, top to bottom, forward to aft, using TABLE ONE below for guidance.

TABLE ONE

Original Plating Thickness (inch) Minimum Plate Thickness Fractional Decimal Pound/SF 25% Wastage 1/16 0.063 2.55 0.047 1/8 0.125 5.10 0.094 3/16 0.188 7.65 0.141 1/4 0.250 10.20 0.188 5/16 0.313 12.75 0.235 3/8 0.375 15.30 0.281 7/16 0.438 17.85 0.329 1/2 0.500 20.40 0.375 9/16 0.563 22.95 0.422 5/8 0.625 25.53 0.469 3/4 0.750 30.63 0.563 7/8 0.875 35.74 0.656 1 1.000 40.84 0.750

3.2.6.1.1 List in one column the design thickness.

3.2.6.1.2 Record in a separate column if reading is taken over an existing doubler or insert plate.

3.2.6.1.3 List in another column, next to the design thickness, the actual readings taken.

3.2.6.1.4 List and identify corresponding specific

measurements, locations, and/or areas in relationship to structural members or with measurements from suitable hull reference points.

3.2.6.1.5 A sketch of the underwater body and freeboard

plating surfaces with appropriate data is an acceptable alternative.

3.2.6.1.6 Calculate, identify, and highlight measurements

indicating a difference (wastage) greater than or equal to 25 percent of the designed plate thickness, using TABLE ONE for guidance.