Attachment_J-1_SOW.pdf

N4523A-15-R-0007, Attachment J-1

STATEMENT OF WORK, 03/20/2015

1.0 GENERAL REQUIREMENTS: This document invokes the requirements applicable to the maintenance and repair work to be performed on Quantity (2 EA) 21-Class Logistic Escape Trunk (L.E.T.) Kit 2, house, cofferdam, and ladders. Work performed and accomplished shall be in accordance with the highest quality workmanship standards and practices commonly accepted in the commercial 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 L.E.T Equipment Characteristics

House Cofferdam FWD.

Ladder & platform

Exterior

Vertical

Ladder

AFT.

Ladder & platform

Length(ft-in): 12-1.35 6-6 3-3 3-3 6-2

Width(ft-in): 12-1.35 6-6 3-6 1-2 3-6

Height(ft-in): 8-9.06 4-8 2-3 10-

9.5 2-3

Approximate

Weight(lbs):

8,700 4,700 796 1,300 1000

1.2 Scope Overview: Coordinate with the Contracting Officer, via the Contracting Officer’s Representative

(COR) to deliver two L.E.T. houses, cofferdams, and incline ladders with platforms from Naval

Submarine Base Bangor (NSBB), WA to the Contractor’s facility. For L.E.T. Houses (Forward and

Aft): Pull Test pad- eyes and label. Blast, preserve and label, houses. Install non-skid on upper and lower deck platforms. Install new Electrical Power modification. Install new upper deck handrail system with swing gate. Install upper deck strengthening and weld seal upper deck seams. Install new lower deck inside handrails.

Label safety handrails. Install new upper deck door latch clip. Install new gasket material on upper deck doors. Install new vertical sliding door tracks, door guides, door hangars, door stops, door brackets, and door rain guards. Adjust door hangars and verify operation. Remove old acrylic sheeting windows and install new non-combustible acrylic sheeting windows Quantity (3 EA) per house. Plug unused existing holes and replace missing rivets. Seal and caulk all seams of bulkheads, windows and accesses.

Install new incline step ladder, platform, and handrails and fit test. Blast, preserve, and label, ladders, handrails and platforms. Install new De-smoking Fan mountings and service doors (2 EA) per house.

Label De-smoking Fan openings. Remove/Install vent cover Quantity (2 EA) per house. Remove/Install service door Quantity (2 EA) per house. Install new rubber gasket around new service openings and De-smoking Fan openings (4 EA) per house, to form seal. Blast, preserve and label davits and davit bases.

For the L.E.T. Cofferdams (Fwd and Aft): Pull Test pad-eyes and label. Blast, preserve and label cofferdams. Install new rubber gaskets. Install 2 new bay cuts in each cofferdam. Provide Quantity (7

EA) transportation fixtures/ stowage pallets. Arrange and coordinate delivery of the L.E.T. houses, cofferdams, ladders, and transport platforms back to Naval Submarine Base Bangor (NSBB), WA 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 herein, means Puget Sound Naval Shipyard and

Intermediate Maintenance Facility (PSNS & IMF), Code 400, Northwest Regional Maintenance Center

(NWRMC) Industry Management Department.

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 statement of work.

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 Equipment: The Contractor shall be responsible for the care of equipment, materials, and components related to the work being performed. Equipment shall be kept free of chips, shavings, refuse, dirt, scrap materials, welding slag, and other extraneous materials. Open areas in structure shall be covered to prevent water entry. Do not operate or utilize existing, newly installed or repaired equipment for or in the performance of the Contractor’s work effort. Appropriate temporary protective measures shall be taken to avoid wear and damage and to prevent corrosion and deterioration of the equipment. Water shall not be allowed to accumulate in the structure during work performance. Equipment shall be maintained in a broom clean condition on a daily basis. Equipment 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 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 ratings provided in the 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 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 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 recurrences of injuries.

1.10.3 Scaffolding: PSNS & IMF has established additional standards above the Occupational Safety and

Health Administration (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, American National Standards Institute(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 a qualified Competent Person applies tag;

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 equipment, 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, American National Standards Institute/American Welding Society (NSI/AWS) D1.2, Structural Welding

Code – Aluminum, 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 Each

L.E.T. 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. 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. 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 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 5 gallons Paint (enamel, latex, epoxy, thinners, oil based, Rubber, non-skid 50 gallons lacquer, varnishes, removers) Rags (contaminated with a known source) 10 pounds Blast Media and paint chips possibly contaminated with 500 pounds Heavy metals and other contaminants

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 1/22/02. The Contractor shall include a 5-way break down of the anticipated costs associated with this effort in their offer. Pursuant to the requirements of

Paragraph (b) of 10 USC 7311 Rev 1/22/02, total cost greater or less than the above dollar amount when authorized by the Contracting Officer will be the subject of an equitable adjustment.

1.13.2 Consider marine coatings to contain heavy metals (e.g. lead, chromium, and 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 Drawings: Not used.

1.16 Weight Control: Not used.

1.17 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.

1.18 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.

1.18.1 P r e p a r e 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.

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

1.18.2 D o c u m e n t 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.

1.18.3 Arrange for and transport the L.E.T. Equipment from the Government facility at Naval

Submarine Base Bangor (NSBB), WA to the Contractor’s repair facility. Upon completion of all work coordinate redelivery of the L.E.T. equipment to the Government facility at NSBB, WA. Provide all materials, labor, and insurance bonds necessary for the safe transport of the L.E.T. equipment to and from the Contractor’s facility and for the period that the L.E.T. equipment is located at the Contractor’s repair facility.

1.19 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.

1.20 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:

1.20.1 S u b m i t 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.

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

1.20.2 M a i n t a i n certifications for the duration of the time that work is being accomplished, employees require access and prior to hot work being accomplished on each L.E.T. equipment.

1.20.3 P o s t , update, and maintain gas free certificates at each access entry to the area certified.

1.20.4 C o n s o l i d a t e 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.

1.20.4.1 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.

1.21 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.

1.21.1 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.

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

1.21.1.2 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.

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

1.21.2 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.

1.21.3 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.

1.21.3.1 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.

1.21.3.2 Tests and equipment/systems operation requiring Government support shall be scheduled for accomplishment during normal day shift working hours, as much as practicable.

1.21.3.3 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.

1.21.3.4 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.

1.21.4 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.

1.21.4.1 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.

1.21.5 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.

1.21.6 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 to each L.E.T. Equipment by the Contractor.

1.22 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. 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.

1.22.1 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.

1.22.2 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.

FIGURE A - CONDITION FOUND/INSPECTION DISCREPANCY REPORT

CFR Number: Date:

From: (Contractor Authorized Representative)

To: PSNS & IMF, NWRMC IND MAN, C440, Contracting Officer

Via: PSNS & IMF, NWRMC IND MAN, C400, Contracting Officer’s Representative (COR) L.E.T Class-21

Kit 2:

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: nless 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 D1.1 Structural Welding Code, Steel

13) ANSI/AWS D1.2 Structural Welding Code, Aluminum

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

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

16) ASTM A131 Standard Specs for Structural Steel

17) ASTM A53, A106 Grade B, Carbon Steel Pipes

18) ASTM F718 Standards for Shipbuilders and Marine Paints and

Coating Product/Procedure Data Sheet

19) ASTM F940

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

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

Drawing Number Title

1) 6404859 Rev C 21 Class Logistic Escape Trunk Deck Enclosure

2) 6408453 Rev E 21 Class Standard Permanent Ships Lifting Pads

3) M-1382 726 & 21 Class LET House Transport Fixture

4) M-1385 21 Class L.E.T. House Upper & Lower Deck Safety

Rail Modifications

5) M-1386 21 Class L.E.T. House Electrical Power Plan

6) M-1393 21-Class L.E.T. Upper Deck Door Modification

7) M-1406 21-CL LET House & Cofferdam NAVSEA 8010

Mods

8) S2803-980209 Rev L Label Plates

3.0 WORK REQUIREMENTS:

3.1 DOCKING AND UNDOCKING THE VESSEL: Not Used

3.2 HULL REPAIRS: Not Used

3.3 STRUCTURAL REPAIRS: Accomplish structural repair as follows:

3.3.1 Identify Distinguishing Figures and Markings: Identify and record existing distinguishing markings, figures in sketch form listing colors, locations, sizes, distinguishing marking(s), and figure(s) using drawing 6404859, M-1406, for guidance.

3.3.2 L.E.T. House and Sliding Door Modification: Accomplish repairs to FWD and AFT L.E.T.

Houses as follows:

3.3.2.1 Install new Quantity (2 EA) per house, service windows in accordance with the requirements of drawing M-1406, using drawing 6404859 for guidance and as follows:

3.3.2.1.1 Glue rubber Quantity (2 EA) per house, around the outer edge (and in between) of the bulkhead cut to form a seal using drawing M-1406 and 6404859 Rev C for guidance.

3.3.2.1.2 Hinges (PC11) Quantity (2 EA) for each house. FWD and AFT service doors hinges shall be welded on door side and bolted on the house side. Bolts are 1/4” AL fasteners Quantity (4 EA) per door. Drill a 5/16” hole Quantity (2 EA) for each hinge using M-1406 for guidance.

3.3.2.1.3 Install new Quantity (2 EA) per house, inner service opening frame using steel flat bar, ¼” x 3” x 27”. Steel frame will be located at the bottom of each service window and be welded to

PC 36 and PC 37 on the FWD side of the house; PC 31 and PC 36 on the AFT side of both houses using drawing

M-1406 and 6404859 Rev C for guidance.

3.3.2.1.4 Install new Quantity (2 EA) per house, inner service opening frame using steel channel, C4” x 5.4 lbs. x 144”, located 14” below the roof and welded Port to Starboard on both ends at PC

37 using drawing M-1406 and 6404859 Rev C for guidance.

3.3.2.2 Remove existing and install new Quantity (4 EA) sliding door hanger and roller assembly (Pc 52) for AFT L.E.T. House ONLY, using drawing 6404859 Rev C for guidance.

3.3.2.2.1 Adjust hanger and guides in accordance with manufacturer’s directions.

3.3.2.3 Remove existing and install new Quantity (2 EA) horizontal sliding door tracks (Pc

49), Quantity (8 EA) brackets (Pc 292), Quantity (2 EA) door stop and associated hardware for AFT L.E.T.

House ONLY, in accordance with the requirements of drawing M-1406 and 6404859 Rev C.

3.3.2.4 Remove existing service doors Quantity (2 EA) per L.E.T. House, by installing a new cover Quantity (2 EA) in accordance with the requirements of drawing M-1406 and using drawing

6404859 Rev C for guidance.

3.3.2.5 Install new Quantity (2 EA) per L.E.T. House, De-smoking Fan assemblies in accordance with the requirements of drawing M-1406, using drawing 6404859 Rev C for guidance.

3.3.2.5.1 Remove existing service door and internal service framing (PC 25, 69, 72, 75, and 83 of 6404859 Rev C)

3.3.2.5.2 Cut larger opening in bulkhead using drawing M-1406 and 6404859 Rev

C for guidance.

3.3.2.5.3 Glue rubber (2 EA) per house, around the outer edge (and in between) of the bulkhead cut to form a seal using drawing M-1406 and 6404859 Rev C for guidance.

3.3.2.5.4 Install new (2 EA) per house, fan internal framing, mounting plate, fan service door with hinges and grip latches, and fan rain cover, in accordance with the requirements of drawing M-

1406, using drawing 6404859 Rev C for guidance.

3.3.2.5.5 Identify, center and apply 3/4 inch high stencil painted label to the outer

De-smoking Fan service door, using drawing M-1406 Note 6 for guidance.

3.3.2.6 Install new the equipment listed in 5.1 in accordance with the requirements of drawing M-1386, and M-1406 using drawing 6404859 Rev C for guidance.

3.3.2.7 Remove existing clear acrylic windows Quantity (3 EA) per L.E.T. House, and install new non-combustible windows in accordance with the requirements of drawing M-1406, using drawing 6404859 Rev C for guidance.

3.3.2.8 Remove existing vent louver Quantity (2 EA) per L.E.T. House, and tack weld sheet metal to existing vent louver framing, in accordance with the requirements of drawing M-1406, using drawing

6404859 Rev C for guidance.

3.3.2.9 Seal all corner seams and joints with commercial caulking in accordance with the requirements of drawing M-1406 general note 6.

3.3.2.10 Provide new L.E.T. House Service Line Sleeves Quantity (2 EA) per L.E.T. House in accordance with the requirements of drawing M-1406. Sleeves are to be made from a fire resistant fabric.

Minimum length of the sleeve is 36 inches.

3.3.2.10.1 Provide new CRES ¾” adjustable buckles Quantity (5 EA) and 100 FT of

CRES ¾” banding or clamps for new house service sleeves using drawing M-1406 for guidance.

3.3.2.11 Remove existing and install new L.E.T. BHD Rain Guards Quantity (3 EA) (1 FWD

House AFT Door, 1 AFT House FWD Door, and 1 AFT House AFT Door), in accordance with the requirements of drawing 6404859 Rev C.

3.3.2.12 Remove existing and install new L.E.T. BHD Door Guides (1 FWD House AFT

Door, 1 AFT House FWD Door, and 1 AFT House AFT Door), in accordance with the requirements of drawing

6404859 Rev C.

3.3.2.12.1 Install 6 rivets equally spaced. Spacing between rivets can be reduced to accomplish this.

3.3.3 L.E.T. House Handrail and Deck Modifications: Install new upper and lower deck handrail and deck stiffening modification for each house in accordance with the requirements of drawing M-1385 and using drawing 6404859 for guidance.

3.3.3.1 Chip and grind surfaces flush and smooth in way of removals.

3.3.3.2 Accomplish vibro-etching of each aluminum safety rail with; The number (21-), (K2)

Kit #2, (FWD) or (AFT) house, (UD) upper deck or (LD)lower deck, (OTBD) outboard or (INBD) inboard, (FWD or AFT or Port or STBD), based on location when assembled.

3.3.3.2.1 Letters and numbers shall be ½ inch in height.

3.3.3.3 Install Upper Door modification to each L.E.T House in accordance with the requirements of drawing M-1393 and using drawing 6404859 Rev C for guidance.

3.3.4 L.E.T. House Water Test: Accomplish a water hose test to verify deck seal and door tightness.

3.3.4.1 Direct a stream of water against the entire upper deck door and upper deck surfaces in a manner that reasonably simulates heavy rain.

3.3.4.2 Inspect opposite side of structure for leaks. Allowable leakage: None.

3.3.4.3 Notify the COR, 48 hours prior to accomplishing water leak test.

3.3.4.4 Submit one legible copy, in hard copy or approved transferrable media, of a report listing the results of 3.3.4.3 to the COR.

3.3.5 L.E.T. House Preservation: Remove existing and install new coating system to each entire House structure and framing using drawing M-1406 Note 6, drawing 6404859 Note 27 for guidance and as follows:

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

3.3.5.2 Near white blast clean and preserve all Quantity (2 EA) L.E.T. house surfaces.

Accomplish the requirements of Surface Preparation SSPC- SP-16. Achieve a minimum surface profile of one mil with and average profile of 2-4 mil and no reading greater than 5 mils.

3.3.5.2.1 Power tool clean inaccessible areas where abrasive blasting equipment cannot reach. Accomplish the requirements of surface preparation specification of SSPC-SP-11.

3.3.5.3 Apply a low solar absorption (LSA) commercial marine polysiloxane coating system that is equal to the performance characteristics of MIL-PRF-24635 Type V Class 2, and applied in accordance with the manufactures’ instructions. Total system Dry Film Thickness (DFT) for steel and aluminum surfaces shall be between 10-12 mils DFT.

3.3.5.3.1 Final Top coat of Forward house shall be Fed-Std-11105- Red.

3.3.5.3.1 Final Top coat of Aft house shall be Fed-Std-15048- Dark Blue.

3.3.5.3.1 Final Top coat of Interior of houses shall be Fed-Std-17925-White.

3.3.5.4 Install new non-skid conforming to the performance characteristics requirements of

MIL-PRF-24667, type II, composition G to the upper and lower deck of the L.E.T. House in accordance with manufacturer’s instructions. Using the information recorded in 3.3.1 and drawings 6404859, M-1385 for guidance and as follows:

3.3.5.4.1 Establish and maintain a 2 inch boarder free from non-skid around each deck socket fitting and horizontal door track.

3.3.5.5 Apply the primer and non-skid forward and aft and from side to side with the non-skid peaks and valleys coarsely and reasonably uniform, in the same direction, reasonably uniform in color, presenting a roughly uniform course appearance over the entire surface receiving non-skid, and using the layout information recorded in 3.3.1 and drawing M-1385 for guidance.

3.3.5.5.1 Apply the non-skid primer up 4-6 inches on vertical surfaces; on each removable flush mounted deck socket, fitting, and surface not receiving non-skid.

3.3.5.5.2 Apply a non-skid compatible silicon alkyd topcoat at 2-3 mils DFT to prepared surfaces not receiving non-skid, using the layout and color information recorded in 3.3.1 for guidance and as follows:

3.3.5.6 Identify, center and apply a 3-inch high top row, 1.5-inch high lower rows, label to the starboard- and port-side exterior surfaces of each L.E.T. house using drawing M-1406 Note 6 for guidance.

3.3.5.6.1 Label each L.E.T. house as Kit # 2

3.3.5.6.2 Verify directional arrows with COR.

3.3.5.7 Accomplish touch up preservation for new and disturbed surfaces in accordance with paragraph 3.13.

3.3.6 L.E.T. Cofferdam Modifications: Accomplish repairs to Forward and Aft L.E.T.

Cofferdams as follows:

3.3.6.1 I nstall new Quantity (2 EA) cofferdam cutouts, on the Forward and Aft Cofferdams in accordance with the requirements of drawing M-1406.

3.3.6.2 Template from existing conditions.

3.3.6.3 Provide new L.E.T. Cofferdam Sleeves Quantity (2 EA) per L.E.T. Cofferdam in accordance with the requirements of drawing M-1406. Sleeves shall be made from a fire resistant fabric.

Minimum length of the sleeve is 36 inches.

3.3.6.3.1 Provide new CRES ¾” adjustable buckles Quantity (5 EA) and 100 FT of

CRES ¾” banding or clamps for new house service sleeves using drawing M-1406 for guidance.

3.3.6.4 Remove existing and install new Quantity (1 EA) gasket (PC 213) on Forward and Aft cofferdams in accordance with the requirements of drawing 6404859 Rev C.

3.3.7 LET Cofferdam Preservation: Remove existing and install new coating system to Quantity (2

EA) Cofferdam surfaces using drawing M-1406 Note…