LG2_PWS.pdf

DEPARTMENT OF THE NAVY

PUGET SOUND NAVAL SHIPYARD AND INTERMEDIATE

MAINTENANCE FACILITY, CODE 400

1400 FARRAGUT AVENUE

BREMERTON, WA 98341-5001

65 FT DIVE BOAT LONG GLASS 2 DOCKING OVERHAUL

SOLICITATION: N4523A-XX-X-XXXX

WORK DATES: 07-JUL-2015 to 04-SEP-2015

COVER SHEET - PERFORMANCE WORK STATEMENT (PWS)

Date Prepared:

March 3rd, 2015

CCCCCCCCCCCCCONFORMED COPYECRRATA One:

24 June 2008

“Fleet Readiness

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 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 11/12

1.17 Availability Requirements 12/13

1.18 Integrated Logistic Support 13

1.19 Gas Free 14

1.20 General Requirements for Testing 14/16

1.21 1.22

Condition Found/Inspection Discrepancy Report (CFR/IDR) Compartment Arrival/Closeout Inspection

16/17

2.0 References

2.1 Order of Precedence 19

2.2 Discrepancies 19

Consolidated List of References 19/21

3.0 Work Requirements

3.1 Docking and Undocking the Vessel 21/25

3.2 Hull Repairs 25/29

3.3 Structural Repairs 29/33

3.4 Tanks/Voids 33/35

3.5 Main Deck Repairs 35/36

3.6 Superstructure 36/39

3.7 Main Propulsion Repairs 39/40

3.8 Steering System Repairs 40/41

3.9 Machinery Systems 41

3.10 Electrical Systems 41

3.11 Piping Systems 42

3.12 Weight Handling Systems 42

3.13 Preservation 42/44

3.15 Dock and Sea Trials 44

4.0 Data Submission

Data Submission List 44/47

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 MK II 65FT Dive Boat. 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:

65 FT EOD Support Craft MK-II (65SCMK2) Built by: Oregon Iron Works

Length: 65 FT Draft FWD: 3 FT – 2 IN

Width: 19 FT Draft AFT: 4 FT – 2 IN

Age:] 26 YRS Full Displacement: 37 L Tons

Hull Type: Aluminum

1.2 Scope Overview: Arrange and coordinate the transfer of the vessel from the Government with the Contracting Officer via the COR. Dock the vessel. Blast and preserve pilot house exterior. Blast and preserve hull exterior. Blast and preserve diver platform. Remove and replace port rear window in pilot house. Repair Diver’s Platform Hand rail. Remove and install tile in pilot house (1-4-0-C), APSS/ROV CONT SP (1-8-1-C), Berthing Comp (2-3-0-L), Diver’s Prep Galley (2-6-0-Q) and Passage (1-8-2-L). Non-skid pilot house top deck, main deck, engine room deck plates, and lazarette deck plates. Remove existing decking and install new tile system to WR & WC (2-9-2-Q). Remove remnants and install new 4 fixed stantions FR 2 & 5 both port and starboard main deck. Replace life lines on main deck and top deck of pilot house. Chlorinate and flush fresh water tank. On load diesel fuel and potable water. Install new hard tube from fuel tanks to suit heater. Temporarily remove and install propeller shaft running gear. Temporarily remove and install rudder. Undock the vessel. Arrange and coordinate the transfer 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.

1.4 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 maintained in a broom clean condition on a daily basis. Vessel shall be free of visual contaminants such as oxide films, oils, grease, dust, dirt, or foreign material 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.

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.

1.5.1 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 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 075-4.6.2 of NSTM Chapter 075 for guidance.

1.13 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. Designate one employee responsible for Environmental and Hazardous Waste Management.

Provide copies of all hazardous waste manifest forms, signed by the owner or operator of the disposal facility to the COR within 30 calendar days of project completion. All contract, manifests, invoices, and other documents related to the removal, storage, handling, transportation or disposal of hazardous waste shall bear a generator identification number issued to the Contractor pursuant to applicable law.

Provide a report to the COR identifying type, amount, and disposal cost of waste that was removed as part of the required performance of this contract. The report shall include the chemical analysis method used to identify the waste and state whether the waste was hazardous (with generator identification number) or non-hazardous. 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. Estimated hazardous waste associated with work required in these Specifications is listed below:

Product Amount

Cleaning Solvents 100 gallons

Paint (enamel, latex, epoxy, thinners, oil based, rubber, non-skid, lacquer, varnishes, removers)

100 gallons

Rags (contaminated with a known source) 300 pounds

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

15 Tons

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.

1.13.1 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, 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.

1.13.2 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.

1.13.3 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.

1.13.4 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.

1.14 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: Institute a weight control program in which actual weights, for removed, relocated and installed equipment/structure, are measured by either weighing or from manufacturer certified data. The location of the center of the load must be recorded along with each weight entry in the weight control report. This location will show the distance vertically from the baseline of the vessel, longitudinally from amidships, and tangentially from the centerline of the vessel. Items that are permanently removed and replaced with the identical item, in the same location, are not required to be included in the weight control report. Items that are replaced with like items of differing material or quantity shall be included in the weight control report.

Items that are new installations shall be included in the weight report. Submit a final weight control report to the COR 48 hours prior to undocking. Submit additional reports to the COR if changes are made after undocking.

1.16 Label Plates: Label plates installed in locations exposed to the weather shall be 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 corrosion-resistant steel (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. The contractor shall 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.

1.17.1.1 All schedules and reports shall be submitted no later than

12:00 P.M. each Tuesday.

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.

1.17.3 Arrange for and transport the vessel from the Government facility at

Everett Naval Shipyard in Everett, WA to the Contractor’s repair facility. Upon completion of all work coordinate delivery of the vessel to the Government facility at Everett Naval Station in Everett, WA. Provide all materials, labor, and insurance bonds necessary for the safe transport of the vessel to and from the Contractor’s facility and for the period that the vessel is located at the Contractor’s repair facility.

1.17.4 Provide heated/air conditioned office space measuring a minimum of

160 square feet and located within 1/4 mile of the vessel from 2 days prior to availability start to 2 days after availability completion for use by the COR.

1.17.4.1 The office space shall be equivalent to Satellite model 820MO, 8 feet X 20 feet interior size, with lockable doors and platform with stairs.

1.17.4.2 The office space shall be lockable, secure, and safe for personnel and equipment.

1.17.4.3 Provide quantity 2 each keys for all doors and quantity 2 each master keys to fit all locks to the COR.

1.17.5 Install and maintain the following, as a minimum, for the office space of 1.17.4 from 2 days prior to start of availability to 2 days after completion of availability.

1.17.5.1 Furnish quantity One each work station with the following at each workstation:

1.17.5.1.1 A quantity of one each duplex 110 volt receptacle.

1.17.5.1.2 A quantity of one each desk, 30 inches wide x 48

inches in length, with chair. Chair shall be adjustable in height, swivel and adjustable arm rests.

1.17.5.1.2.1 The requirement to furnish a

desk may be met with an integrated office trailer desk.

1.17.5.1.3 A quantity of one each high speed data transfer

connection at 35 MBPS minimum download speed for a COR supplied desktop/laptop computer. This connection shall be separate from Contractor’s computer servers/networks.

1.17.5.1.4 Furnish quantity of one each trash can.

1.17.6 Provide Quantity (One EA) parking space adjacent to the office space of 1.18.4 for the entire contract period.

1.17.6.1 Parking space shall be designated with a sign stating

“SUPSHIP PARKING ONLY”.

1.17.7 Disconnect and remove temporary services when directed by the

COR.

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. Additional repairs related to the found condition will be tasked if determined necessary by the Government. 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 PWS 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 documentation 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 scheduled 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.

1.22 Compartment Arrival / Closeout Inspections:

1.22.1 Accomplish an inspection of 100 percent of each vessel compartment, identifying damage, deterioration, missing components, discrepancies, and areas of concern prior to the start of work on the vessel.

1.22.1.1 Notify the COR via e-mail no later than 24 hours prior to conducting the inspection.

1.22.1.2 Submit one legible copy, in hard copy or approved

transferrable media, of the results of 1.22.1 to the COR.

1.22.2 The term “compartment” for purposes of 1.22 does not include tank and void spaces.

1.22.3 Develop and initiate submissions of a compartment closeout schedule no later than the 75 percent completion point of the vessel availability schedule.

1.22.3.1 Closeout schedule shall list each compartment on the vessel by compartment name and number.

1.22.3.2 Closeout schedule shall identify work completed, work in progress, work remaining to be accomplished, and expected completion dates.

1.22.3.3 Submit one legible copy, in hard copy or approved

transferrable media, of a revised compartment closeout schedule at each weekly progress meeting.

1.22.4 Accomplish a final joint inspection with the COR of each vessel compartment upon completion of production work and prior to Vessel delivery.

1.22.4.1 Notify the COR via e-mail no later than 24 hours prior to conducting the inspection.

1.22.4.2 Submit one legible copy, in hard copy or approved

transferrable media, of the results of 1.22.4 to the COR.

FIGURE A - CONDITION FOUND/INSPECTION DISCREPANCY

REPORT

CFR Number________ 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: Long Glass 2 (65 FT Dive Boat)

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

9) 42 USC 6901 to 6992 Resource Conservation and Recovery Act of 1976

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

11) 49 USC 5103 Hazardous Materials Transportation Authorization

Act of 1994

12) ANSI/AWS D1.2/D1.2M Structural Welding Code Aluminum

CONSOLIDATED LIST OF REFERENCES

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

Publication Number Title

13) ANSI/AWS D3.7 Guide for Aluminum Hull Welding

14) ASTM B209 Standard Specification for Aluminum and

Aluminum Alloy Sheet and Plate

15) ASTM B928 Standard Specification for High Magnesium

Aluminum Sheet and Plate for Marine Service

16) ASTM F718 Standards for Shipbuilders and Marine Paints and

Coating Product/Procedure Data Sheet

17) ASTM F940 Standard Practice for Quality Control Receipt

Inspection Procedures for Protective Coatings Used in Marine Construction and Shipbuilding

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

Piping Components for Naval Surface Ships

19) NAVMED P-5010-6 Manual of Naval Preventative Medicine, Water

Supply Afloat

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

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

22) S9086-HM-STM-010/CH243 Propulsion Shafting

23) S9086-HN-STM-010/CH244 Propulsion Bearings and Seals

24) S9086-HP-STM-010/CH245 Propellers and Propulsors

25) SSPC Painting Manual, Volume 1 Good Painting Practice

26) SSPC Painting Manual, Volume 2 Systems and Specifications

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

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

29) MIL-STD-1689A Fabrication, Welding, and Inspection of Ships Structure

30) MIL-STD-22 Welded Joint Design Drawing Number Title

1) 101-6814194 Rev A LINES & OFFSETS

2) 101-6814195 Rev A CURVES OF FORM & OTHER CURVES

3) 101-6814196 Rev D OUTBOARD PROFILE

4) 101-6814197 Rev D INBOARD PROFILE & ARRANGEMENT

SECTIONS

5) 101-6814198 Rev D INTERIOR ARRANGEMENT PLAN

6) 101-6814199 Rev D EXTERIOR ARRANGEMENT PLAN

7) 101-6814200 Rev E HULL CONSTRUCTION & DETAILS

8) 101-6814201 Rev D BULKHEAD DETAILS

9) 101-6814202 Rev D PLATFORM & FLATS CONST & DETAILS

10) 101-6814203 Rev E DECKHOUSE CONSTRUCTION & DETAILS

11) 101-6814204 Rev E MISCELLANEOUS DETAILS

12) 101-6814210 Rev D INSULATION & JOINER DETAILS

13) 101-6814213 Rev B HOISTING ARRANGEMENT & DETAILS

14) 205-6814205 Rev E MACHINERY ARR & SHAFT DETAILS

15) 215-6814215 Rev D OUTFIT & MISCELLANEOUS FDNS

15) 301-6814211 Rev G ELECTRICAL SYSTEM DIAGRAMS &

DETAILS

16) 401-6814212 Rev F IC & ELECTRONIC SYSTEMS & DIAGRAMS

17) 501-6814206 Rev G STEERING SYSTEM & RUDDER DETAILS

18) 501-6814207 Rev E VENTILATION, AIR COND & HEATING

SYSTEM

19) 501-6814208 Rev E PIPING SYSTEMS DIAGRAMS & DETAILS

20) 505-6814209 Rev F HALON & PORTABLE FIRE EXT SYSTEM

21) 583-6814214 Rev C CRADLE ARRANGEMENT & DETAILS

23) 604-6814216 Rev E LABEL PLATE LIST, HULL, ELEC & MECH

24) 631-6814217 Rev B PAINT & DECK COVERING SCHEDULE

25) 845-6814218 Rev B BOAT DRAWING INDEX

26) 803-921865 Rev R CATHODIC PROTECTION HULL ZINC

ANODES

27) SK 10813 LG 2 DIVERS PLATFORM HANDRAIL MOD

28) SK 10816 HEATER MOUNT MOD

29) 124A-502-02 FUEL SYSTEM LAYOUT

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 Personnel and equipment: Furnish qualified and experienced personnel, facilities, and the necessary equipment to safely dock and undock the vessel, including:

3.1.1.1 A Dock Master currently qualified and certified by the

Contractor and accepted by the Government Docking Observer (GDO) Mr. Paul Noel.

3.1.1.2 Supporting employees to accomplish the docking and

undocking evolutions;

3.1.1.3 Tugs, pilots, and divers required for the complete transfer, docking, and undocking of each vessel. At the docking conference, the GDO will review and approve the number and size of the tugs to be used.

3.1.2 Docking Procedure: Submit a docking procedure to the GDO 4 working days prior to dry docking, which shall include the following:

3.1.2.1 Operating practices;

3.1.2.2 Safety and security plans;

3.1.2.3 Special precautions or actions required by the

characteristics of the dock, marine railway, or other docking methods;

3.1.2.4 Pumping/flooding schedule;

3.1.2.5 Specific list, trim and stability requirements.

3.1.3 Blocking Plan: Develop and submit to the GDO for review and approval a blocking plan to set and align the docking blocks in accordance with the requirements of NSTM Chapter 997, using drawing 583-6814214 Rev C for guidance.

3.1.3.1 Submit the docking plan in the form of a scaled drawing including: block size, block spacing, and location of vessel with respect to the blocks at landing. Position blocking to ensure that equipment on the surface of or protruding from the hull will not be damaged.

3.1.3.2 Determine the docking clearances utilizing references for guidance and the minimum clearance between the side of the vessel (including fixed projections) and permanent dock structure (such as catwalks, crane rails, etc.).

Minimum clearance shall be 12 inches for bringing the vessel into or out of dock and performing any work inside the dock. Ensure hull openings are not obstructed. Ensure a 40 inch minimum clearance between the keel and dock floor for vessels with more than 12 inches of dead rise and a 60 inch minimum clearance between the keel and dock floor for vessels with less than 12 inches of dead rise.

3.1.3.3 The blocking plan shall be accompanied by a written request for approval to the GDO a minimum of 4 working days prior to the scheduled docking date. The use of haul, fixed, or fitted blocks shall be clearly stated.

3.1.3.4 The use of universal docking blocks is prohibited.

3.1.3.5 Submit supporting data substantiating that:

3.1.3.5.1 The block loading pressures are limited to a

maximum of 20 long tons per square foot;

3.1.3.5.2 The number, distance from centerline, and square

footage of the side blocks per side is sufficient to resist overturning moments; and

3.1.3.5.3 At least 90 percent of blocks land on longitudinal

strength members or main transverse bulkheads.

3.1.4 Crib and Brace Blocking: Ensure that crib and brace blocking are in accordance with the requirements of NSTM Chapter…