A04.01 N4523A24R1069 YT-801 DRAFT SOW.pdf

YT-801 Schottel Drive Unit Repairs

COVER SHEET – STATEMENT OF WORK (SOW)

N4523A24R1069

DRAFT COPY

Date Prepared:

Version: Original February 21, 2024

ERRATA One:

24 June 2008

Table of Contents

Paragraph / Section Page Number

1.0 General Requirements

1.1 Schottel Drive Unit Characteristics 4

1.2 Scope Overview 4

1.3 Definitions 5

1.4 Arrival Conference 5

1.5 Required Documents 6

1.6 Progress Meetings 7

1.7 Availability Requirements 7/9

1.8 Care of Vessel 9/10

1.9 Workmanship 10/11

1.10 Corrective Action Request (CAR) 11

1.11 Condition Found/Inspection Discrepancy Report

(CFR/IDR)

11/12

1.12 Interferences 13

1.13 Safety Requirements 13/14

1.14 Hot Work/Welding 14/15

1.15 Threaded Fasteners 15/16

1.16 Preservation 16/18

1.17 Environmental and Hazardous Waste

Management 18/19

1.18 Materials 19

1.19 Weight Control 19

1.20 Label Plates 20

1.21 Integrated Logistic Support 20

1.22 Gas Free 20

1.23 General Requirements for Testing 20/24

1.24 Milestone Requirements 24

1.25 Compartment Arrival/Closeout Inspection 24/25

1.26 Technical Representative 25/26

2.0 References

2.1 Order of Precedence 26/27

2.2 Discrepancies 27

Consolidated List of References 27/28

3.0 Work Requirements

3.1 Docking and Undocking the Vessel 28/33

3.2 Hull Repairs 33

3.3 Structural Repairs 33

3.4 Tanks/Voids 33

3.5 Main Deck Repairs 33/34

3.6 Superstructure 34

3.7 Main Propulsion Repairs 34

3.8 Steering System Repairs 34

3.9 Machinery Systems 34

3.10 Electrical Systems 35

3.11 Piping Systems 35

3.12 Weight Handling Systems 35

3.13 Dock and Sea Trials 35

4.0 Government Furnished Material (GFM) 35

4.1 Data Submissions List 36/37

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Statement of Work (SOW)

1.0 General Requirements: This document invokes the requirements applicable to the docking and overhaul of work to be performed on the YT-801 WASHTUCNA- (ONE EA) Port - Schottel Drive unit and (ONE EA) Starboard - Schottel Drive unit. 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:

1.2 Scope Overview: Coordinate with the Contracting Officer, via the Contracting Officer’s Representative (COR) to retrieve and deliver the YT- 801 WASHTUCNA to the Contractor’s facility. Provide valid, qualified Schottel technicians to remove existing Schottel Drive units. Provide transportation of each Schottel unit to Schottel Industries’ facility located in Houma, Louisiana- USA. Schottel technicians/specialists to accomplish 15- Year repairs to each Schottel unit. Upon completion of repairs, return each Schottel unit to the Contractor’s facility. Provide valid, qualified Schottel technicians to install each Schottel unit. Accomplish Sea Trials post Schottel unit install. Arrange and coordinate the delivery of the vessel back to the Government with the Contracting Officer via the COR.

VESSEL TYPE (HARBOR TUG YT-801 WASHTUCNA) Built by: MARINETTE MARINE

Length: 108 FT

Draft: 14 FT

Width: 31 FT – 0 IN Full Displacement: 346 L Tons

Age: 50 YRS Light Load 286 L Tons

Hull Type: STEEL

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 and evaluate 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 “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.

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

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

1.3.8 The term “Stakeholder” means customer, Government, any agency conducting work during the contracted availability timeline.

1.4 Arrival Conference: The Government will arrange an arrival conference with the Contractor after contract award.

1.5 Required Documents: Administrative requirements of this SOW shall commence at contract award and be updated throughout the contract period.

1.5.1 Prepare and maintain a weekly updated schedules necessary for the purpose of establishing an orderly and systematic accomplishment of production work and material ordering, to include subcontractor work and materials.

(REQUIRED REPORT CDRL A001)

1.5.2 Maintain a list of all subcontractors with extent of work to be accomplished by each subcontractor. (REQUIRED REPORT CDRL A002)

1.5.3 Maintain a list of manufacturer’s Technical Representatives to be provided per the particular specification requirement.

1.5.4 Maintain a Welder Qualification List, with name, type of qualification(s) and date of last qualification test for each qualification.

1.5.5 Maintain manufacturer’s product data sheets for all materials to be used by the Contractor to accomplish the requirements of this contract.

(REQUIRED REPORT CDRL A003)

1.5.6 Maintain Safety Data Sheets (SDS) for all materials to be used by the Contractor to accomplish the requirements of this contract. (REQUIRED

REPORT CDRL A004)

1.5.7 Maintain a list of key Contractor personnel with names, positions, certifications, telephone numbers, e-mail addresses, and emergency contact information. (REQUIRED REPORT CDRL A005)

1.5.8 Maintain a copy of the Contractor’s Inspection and Quality Control System with copies of all related forms, reports, and other supporting documentation. (REQUIRED REPORT CDRL A006)

1.5.9 Maintain a copy of the Contractor’s Environmental Protection and Hazardous Waste Management Plan, including Risk Management/Mitigation plans specific to this contract. (REQUIRED REPORT CDRL A007)

1.5.10 Maintain copies of required federal, state and local environmental notifications and permits for performance of the work (or a schedule of when they will be obtained). (REQUIRED REPORT CDRL A008)

1.6 Progress Meetings: Weekly progress meetings shall be held at the Contractor’s facility near the vessel. The day and time of the meeting shall 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.

1.6.1 Review conference with all stakeholders shall be conducted at the availability 25 percent of scheduled Period of Performance.

1.6.1.1 Major discussion points shall include all growth work identified prior up to the 20 percent of scheduled Period of Performance and Schedule.

1.6.2 Review conference with all stakeholders shall be conducted at the availability 50 percent of scheduled Period of Performance.

1.6.2.1 Major discussion points shall include all critical path work, testing work items, Milestones and Schedule.

1.6.3 Review conference with all stakeholders shall be conducted at the availability 75 percent of scheduled Period of Performance.

1.6.3.1 Major discussion points shall include testing items, Milestones and Schedule

1.7 Availability Requirements:

1.7.1 Arrange for the transportation of the vessel from the Government facility at Bremerton, WA to the Contractor’s repair facility. Upon completion of all work, coordinate delivery of vessel to the Government facility at Bremerton, WA. Provide all materials, labor, and insurance bonds necessary for the safe transport of vessel to and from the Contractor’s facility and for the period that the vessel is located at the Contractor’s repair facility.

1.7.1.1 Vessel pickup and delivery shall be scheduled with the COR 5 working days prior to vessel pickup and delivery.

1.7.2 Provide a separate, lockable, and secure office space for use by the Government On-Site Representative furnished with desk, chair, lights, heat, air conditioning, electrical outlets, sanitary facilities, Internet service, janitorial service, fire extinguisher, and 24-hour service for the entire contract period.

1.7.2.1 The facility must have a minimum of 240 square feet of floor space.

1.7.2.2 The facility must be located within one-quarter mile of the vessel.

1.7.2.3 Provide a parking area adjacent to the facility. The area must be lighted and accommodate 2 automobiles simultaneously. Designate parking area with sign stating "PSNS PARKING ONLY".

1.7.2.4 Provide Quantity (2 EA) keys for all doors and Quantity (2 EA) master keys to fit all locks to the COR on the first day the COR is on site.

1.7.2.5 Provide Internet service with Quantity (One EA) CAT-5 cable connection or WIFI at 300 MBPS minimum download speed,

1.7.2.6 Desktop Lighting must provide 28-foot candles of

illumination measured at the desktop level.

1.7.2.7 Provide Quantity (One EA) 15-pound fire extinguisher.

1.7.2.8 Heating and air conditioning must be capable of maintaining the temperature between 65-degrees and 78-degrees Fahrenheit.

1.7.2.9 Provide Quantity (One EA) double-pedestal desk, 30-inches wide by 60-inches long.

1.7.2.10 Provide Quantity (One EA) swivel chair with adjustable arm rests, and Quantity (One EA) straight-back chair.

1.7.2.11 Provide Quantity (One EA) 115-volt, shock resistant, double electrical receptacle for each desk. Each receptacle must be a convenient height and located adjacent to each desk.

1.7.2.12 Provide sanitary facilities equipped with drains, hot and cold potable water.

1.7.2.12.1 Hot water must be maintained at 120 to 140

degrees Fahrenheit.

1.7.2.12.2 Quantity (One EA): lavatory, water closet, soap

dispenser, and towel dispenser.

1.7.2.13 Facilities must be provided 2 days prior to contract start date through 2 days after the contract completion date.

1.7.2.14 Provide janitorial services to include sweeping, mopping, and trash pickup on a weekly basis.

1.7.2.15 Facility must be in accordance with local building codes, sanitary and current fire regulations. The facility must include smoke alarms and sprinkler systems.

1.7.2.16 Furnishings and equipment in this item must be maintained in a fully operable condition by the contractor.

1.7.2.17 Facility must be delivered to the Government clean, sanitary, damage free, and vermin free.

1.7.2.18 Provide Quantity (One EA) trash can.

1.7.3 Document the result of each inspection requirement throughout this

SOW.

1.7.4 Do not operate or utilize existing, newly installed, or repaired shipboard equipment for or in the performance of the Contractor’s work effort.

Government Representatives will accomplish such operation when required for test and checkout purposes.

1.7.5 The Contractor shall meet the following Contract Production Milestones:

1.7.5.1 Production Start – first day of the Period of Performance

(POP).

1.7.5.2 100 percent initial inspections and reports submitted no later than the first 20 percent of the scheduled POP.

1.7.5.3 No later than 5 days prior to the period of performance end date: Turn over 100 percent of spaces to Government. All production complete.

1.8 Care of Vessel: The Contractor shall be responsible for the care of vessel equipment, materials, and components related to the work being performed.

1.8.1 The vessel shall be maintained in a broom clean condition on a daily basis and shall be returned in the condition of cleanliness upon arrival, and upon completion of work, including dusting, wiping bulkheads, mopping floors and deck plates, and the removal of all trash from spaces and bilges.

1.8.1.1 Remove and dispose of industrial debris and extraneous materials from the vessel on a daily basis.

1.8.2 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 within the structure during work performance.

1.8.2.1 Open areas in structure shall be covered to prevent water entry.

1.8.3 Install and maintain blanks/plugs, nuts and bolts, painted blaze orange for use as FME (foreign material exclusion) immediately upon openings in equipment, valves, and piping systems not subject to pressure to prevent entry of foreign material and protect flanges and threaded areas. Existing system fasteners used for blanking that will be used for installation are excluded from the requirement for blaze orange color. The use of cloth, polyvinyl sheet, paper, tape, and rubber sheeting as FME is prohibited. All FME material must be applied to avoid damage to surfaces/components being protected.

1.8.4 Wood products, including DC (damage control) plugs are permitted for use as FME external to the vessel, and non-pressurized systems to include gravity drain piping.

1.8.5 Minimum heating range of 70 degrees Fahrenheit to 75 degrees Fahrenheit shall be maintained in the vessel during freezing weather to prevent damage to the vessel’s systems.

1.9 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 or rejection of materials/ workmanship by Government will influence past performance rating provided on contract evaluation.

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 shall be protected against weather hazards.

1.9.1 At the time of delivery, work performed shall meet the performance requirements specified. 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.

1.9.2 The decision that an area is inaccessible shall be determined by inspection and agreed to by the COR prior to proceeding with the requirements of this SOW.

1.10 Corrective Action Request (CAR): The Contractor is solely responsible for implementation of the Inspection and Quality Control System of 1.5.8.

Government observer(s) will monitor production work performed at any time where work is ongoing. If, during the performance of work, the Government observer(s) witness work that: fails to meet specifications within this SOW, would lead to an unsatisfactory end product, damages Government Property, is a Safety Violation; the observer will alert the COR. Conditions that fail to meet specifications within this SOW may result in the Contractor being issued a CAR.

Contractor shall respond in writing within 2 workdays of CAR receipt to the COR concerning the corrective action taken to remedy the issue and prevent future occurrences.

1.11 Condition Found / Inspection Discrepancy Report (CFR/IDR): Utilize FIGURE A (or Company correspondence containing same information) in transferrable media, to communicate to the Contracting Officer COR concerning all conditions found, discrepancies noted, and other information requiring formal documentation. Provide the Contractor’s recommendation for corrective action to correct the condition found. Contractor’s estimated pricing (man-hours and materials) shall be provided separately to the Contracting Officer. Provide all inspection results including detailed measurements, photographs, sketches, and other means to accurately detail inspection results using FIGURE A, with attachments as necessary. 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. Government receipt of notifications are not to be construed as a waiver of the requirements, delivery schedule, or waiver of rights or remedies provided by law or under this contract, or any other requirements in the SOW relating to jeopardy of contract schedule dates.

Reports and notifications do not authorize the Contractor to perform additional work not covered by the contract or authorized by the Contracting Officer.

(REQUIRED REPORT CDRL A009)

FIGURE A - CONDITION FOUND/INSPECTION DISCREPANCY REPORT

CFR Number________ Date: ______________

From:________________________________ (Contractor Authorized Representative) To: PSNS & IMF, NWRMC IND MAN, C/400, Contracting Officer Via: PSNS & IMF, NWRMC IND MAN, C/101.11, Contracting Officer’s

Representative (COR)

Asset: YT-801 Washtucna

Section of Contract Affected: _____________________________________________

Description:

Impact:

Recommended Action:

C/101.11 Response:

Signature of C/101.11 Representative Date

Page ___ of ____

1.12 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.

1.13 Safety Requirements: Comply with the requirements of 29 CFR 1915, 29 CFR 1910, and 29 CFR 1926, state and local laws, rules, and ordinances during contract performance.

1.13.1 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.

1.13.2 Accidents and Injuries: Immediately report injuries to Contractor and subcontractor employees to the COR. Investigation shall be completed within 7 workdays of each accident/injury. Document a report that includes narratives of the circumstances leading up to and including the injury and any actions (immediate and contemplated) taken to mitigate future reoccurrences of injuries. (REQUIRED REPORT CDRL A010)

1.13.3 Scaffolding: Scaffolds and ladders shall meet the requirements of 29 CFR 1910.27 and 29 CFR 1910.28.

1.13.3.1 Install a swinging gate guardrail at each scaffold ladder and through-platform access opening.

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

1.13.3.3 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.

1.13.3.4 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:

1.13.3.4.1 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).

1.13.3.4.2 Construct, load, and maintain scaffolding in

accordance with the registered professional engineer’s design.

1.13.3.5 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:

1.13.3.5.1 Apply all tags on the scaffold structure as close

as practicable to each ladder access and/or entry point.

1.13.3.5.2 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.

1.13.3.5.3 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.

1.13.3.5.4 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, 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.

1.13.3.5.5 Scaffolding shall be free standing and self-

supporting, free from any attachment to any lifeline, handrail, antenna, safety equipment, electronic fixture, or vessel equipment.

1.14 Hot Work/Welding: Prior to performance of any hot work 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 steps to make each area safe for hot work. A copy of the gas free certification shall be posted in accordance with applicable OSHA requirements.

1.14.1 All welding equipment and materials shall comply with the applicable requirements of American National Standards Institute/American Welding Society ANSI/ANS D1.1/D1.2 requirements as applicable. Welding shall be sequenced to keep the thermal expansion of structures to a minimum.

1.14.2 Remove existing preservation / coatings prior to each expected welding, cutting, and hotwork operation.

1.14.2.1 Preservation / coatings shall be removed 4 inches in each direction and each opposite side.

1.14.3 Perform visual inspection of new welds, to determine conformance, in accordance with the requirements of American Society for Testing and Materials (ASTM) International. All new welds shall be 100 percent visually inspected. All defects shall be repaired in accordance with approved procedures.

All welders shall be certified in accordance with AWS requirements.

1.14.4 Perform magnetic particle or dye penetrant inspection of new welds, when invoked by the requirements of section 3.0 of this SOW, in accordance with the requirements of American Society for Testing and Materials (ASTM) International.

1.14.5 Maintain documentation of each proposed access cut and a list of each proposed bolted/riveted access removal. Documentation is not required where access cuts are authorized per a NAVSEA approved drawing.

1.15 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. Fastener clearance holes shall be 1/16-inch oversize unless specified in the requirements of 2.0. 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 for guidance in instances where there is a question as to the material to be utilized.

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

1.15.2 Clean, chase, and tap exposed threaded areas of each fastener and threaded socket.

1.15.3 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.

1.16 PRESERVATION:

1.16.1 Measure, record, and maintain Objective Quality Evidence (OQE) information on Appendices One through 8 throughout the entire performance of preservation operations. OQE information for the in-process being performed must be made immediately available for onsite review upon request by the COR.

(REQUIRED REPORT CDRL A011)

1.16.1.1 Appendices One through 8 shall be in accordance with Reference QA_Appendix_Forms_Forms_C101_2023_Contractors.pdf

1.16.1.1.1 All spaces that are not applicable shall be

marked N/A.

1.16.1.1.2 Unused sections shall be crossed out and

marked N/A.

1.16.1.1.3 Any errors shall be one lined thru; initialed and

dated by the person making the correction.

1.16.1.1.4 Any markings that are illegible or unclear shall

be considered invalid.

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

1.16.2.1 Calibrated Electronic Data Logger record and maintain environmental conditions OQE during the entire preservation operations. Data shall be made immediately available for onsite review upon request by the COR.

(REQUIRED REPORT CDRL A012)

1.16.3 Apply contrasting colors between the primer, stripe, intermediate, and topcoat using coating products that are from the same manufacturer and compatible with each other; final Anti-Corrosion coating shall be red (Fed Standard 11086 or 11105), final coat Anti fouling coating shall be Black (Fed Standard 17038 or 27038), other system preservation coatings shall be different in color from both the preservation coating over which it is being applied and the next coating in the system; no two coatings can be similar in color and shall be applied in accordance with the manufacturer’s product data sheet.

1.16.4 Apply stripe coat to all edges, weld seams, welds of attachments and appendages, cutouts, corners, butts, foot/handholds, including back side of piping, underside of beams and other mounting hardware (non-flat surface) after each previous full coat has dried. The stripe coat shall encompass and extend a minimum of One inch beyond the intersection of two flat surface planes, each radii edge, and all perpendicular shapes, edges, or angles.

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

1.16.5.1 Establish an FME log, record, and identify the location of each protective covering installed and removed, including each corresponding and specific measurement(s), location(s), and/or area(s) in relationship to structural members. (REQUIRED REPORT CDRL A013)

1.16.5.2 Remove each temporary FME plug, blank, and protective covering, record removal date in FME log, and restore each system to its original configuration upon final completion of testing, blasting, and preservation operations. (REQUIRED REPORT CDRL A014)

1.16.6 Solvent clean surface prior to the start of each blasting, and preservation operation. Accomplish the requirements of Surface Preparation Specification SSPC-SP-1 of Systems and Specifications, SSPC Painting Manual, Volume 2.

1.16.7 Accomplish touch-up preservation for new and disturbed surfaces shall match surrounding coating system(s) in accordance with the manufacturer’s product data sheets.

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

1.16.9 Paints shall not be thinned.

1.16.10 All preservation coatings shall be fully cured prior to final delivery to the Government.

1.16.10.1 Preservation coatings are considered fully cured when they meet the requirements of the applicable manufacturer’s product data sheets minimum cure to service time schedule and are dry throughout their thicknesses.

1.16.11 Conduct Surface Chloride or Surface Conductivity measurements.

1.16.11.1 Surface Chloride; shall not exceed 3 ug/cm2 (30 mg/m2) for immersed or 5 ug/cm2 (50 mg/m2) non-immersed applications. Surface Conductivity: shall not exceed 30 micro-siemens/cm immersed or 70 micro-siemens/cm non-immersed applications.

1.16.11.2 Readings shall be documented on Appendices 4.

1.17 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. 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. 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

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

10 gallons

Rags (contaminated/soaked with hydraulic oils/gear oils/grease)

200 pounds

Paint chips contaminated with heavy metals and other contaminants

25 pounds

Hazardous waste generated during the actual performance of the work may vary in type or amount from the waste listed above. The above is an estimate of the amount of waste anticipated to be generated; not an estimate of the amount of work in generating that waste. (REQUIRED REPORT CDRL A015)

1.17.1 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.

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

1.17.3 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.

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

1.18 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. The use of asbestos, polychlorinated biphenyl (PCB), magnesium, cadmium, or mercury in any materials is prohibited.

1.18.1 Contractor Furnished Material Order 100 percent within 5 working days of contract award.

1.18.2 Status Report Document 100 percent of CFM that is required to accomplish the requirements of this SOW. (REQUIRED REPORT CDRL A016)

1.19 Weight Control: Not Used.

1.20 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.

1.21 Integrated Logistic Support: Maintain legible original copies in approved transferrable media, of the following original equipment manufacturers (OEM) information: operating instructions, manuals, drawings, catalog cut sheets, warranty information, and all other supporting documents, for all new equipment, parts, and supplies installed. (REQUIRED REPORT CDRL A017)

1.22 Gas Free: Provide certified Marine Chemist, Certified Industrial Hygienist services, and Shipyard Competent Person services as required by 29 CFR 1915 for Contractor and Government Personnel.

1.22.1 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/gas free certification program. (REQUIRED REPORT

CDRL A018)

1.22.2 Maintain a 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. (REQUIRED REPORT CDRL A019)

1.22.3 Post, update, and maintain gas free certificates IAW 29 CFR 1915 during the entire contract period of performance.

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

1.23.1 Develop a Test and Inspection Plan for each Test and Inspection required by zero and first tier references, each symbol (I) (V) (Q) (G) test/inspection and by this SOW, containing paragraph number or listed applicable reference requiring Tests and/or Inspection; identification of each component/system; description of each Test and/or Inspection; accept/reject criteria; date scheduled; Government notifications; date completed; and each Test and/or Inspection result Tests and inspections the contractor deems necessary to substantiate product conformance shall be included. (REQUIRED

REPORT CDRL A020)

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

1.23.1.2 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.

1.23.2 Provide a detailed description of preoperational checks to be conducted, operations to be performed, and the parameters to be satisfied.

Develop 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. Develop 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.

1.23.3 Provide materials, supplies, utilities, equipment, calibrated 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.

1.23.3.1 Whenever Government support is required for the

operation of vessel equipment and/or systems, a minimum of 3 workday’s prior notification of the operational/test support requirement shall be provided to the

COR.

1.23.3.2 Tests/inspections and equipment/systems operation

requiring Government operational support shall be scheduled for accomplishment during normal day shift working hours, as much as practicable.

1.23.3.3 Provide a minimum of 3 workdays prior notification to the

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

1.23.3.4 The COR or his representative shall receive notification a minimum of 3 workdays prior to each test/inspection. Equipment shall not be adjusted during acceptance testing. The COR may countersign the acceptance test/inspection report, however, the Government’s signature does not constitute approval or concurrence in any aspect of the testing/inspection, other than the presence of the Government at the test.

1.23.4 Perform tests/inspections 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 adjustments and testing prior to each scheduled acceptance test.

1.23.5 Gage range shall be such that test pressure is in the middle third of each scale.

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

Identify the cause and correct.

1.23.7 Document the result of each test/inspection requirement throughout this SOW.

1.23.8 Accomplish (G)-Point (government notification) as follows:

1.23.8.1 (G) is a symbol inserted in a SOW paragraph to establish a point in the sequence of accomplishment of work at which time the COR must be notified by the prime contractor in all cases to permit observation of a specific test or inspection (I) (V) by the government. When the symbol (G) precedes tests or inspections in a SOW paragraph which are applicable to more than one action, the symbol (G) must identify the action required, e.g., (G) "HYDROSTATIC

TEST". When more than one unit is involved, the (G) notification requirement applies to each unit.

1.23.8.2 For tests and inspections involving (G)-points, records must be documented upon acceptance or rejection and electronic copy provided to the COR within 24 hours of conclusion of each (G)-Point.

1.23.8.3 Government will consider the work in accordance with

SOW paragraph incomplete if the contractor’s documentation and records are not complete.

1.23.8.4 Proceed with the test or inspection if the Government Representative is not present, provided the required advance notice has been furnished to the COR and the contractor has completed and documented the preceding tests and inspections.

1.23.8.5 A partial test or inspection requiring (G) notification may be accomplished in the event that all work cannot be completed, and work progress would be delayed in waiting for total completion of work. Comply with the requirements of 1.23.6 when the incomplete work is completed and ready for the remainder of the test or inspection. Note partial inspections on the test or inspection form.

1.23.8.6 A qualified contractor representative must be present to accomplish, accept or reject and document tests or inspections associated with the symbol (G).

1.23.9 Accomplish (I) (V) and (Q) checkpoints as follows:

1.23.9.1 Accomplish (I), (V) and (Q) tests/inspections that do not have associated (G)-points, with qualified and/or currently certified personnel where required by the technical documents (e.g., NBPI, NACE, nondestructive testing, electrical cableway inspection, Oxygen Cleanliness Inspector, etc.)

1.23.9.2 (I) inspections require verification and documentation by a separate individual, other than the person who has accomplished the work, who is qualified as an inspector.

1.23.9.3 (V) inspections require verification and documentation by the qualified tradesperson, trade supervisor, or inspector.

1.23.9.4 (Q) inspections require verification and documentation by a qualified Technical Representative.

1.23.9.5 The authority to accomplish, document, accept and reject

(I) and (V) inspections may be delegated to qualified subcontractor personnel, without regards to geographical location, subject to COR approval.

1.23.9.6 The authority to witness or perform, document and

accept/reject (I)(G), (Q)(G), and (V)(G) tests and inspections is a prime contractor's responsibility but, subject to COR approval within a 50-mile radius of the contractor’s plant nearest to the place of performance of the contract, may be delegated to subcontractors who are MSRA or ABR agreement holders, SSPC QP1 certified, NDT certified, or have a current QMS accepted by the COR.

1.23.9.7 The contractor may delegate responsibility to

subcontractors to perform, document and accept/reject (I)(G) and (V)(G) tests and inspections performed at plants located outside a 50-mile radius of the contractor's plant nearest to the place of performance of the contract subject to COR prior approval.

1.23.9.7.1 For work being performed outside a 50-mile

radius of the place of contract performance, the prime contractor must submit via approved transferrable media, of purchase orders to the COR within 2 days or otherwise as directed by the Government, prior to issue of purchase order and shipment of equipment. For contractors who do not utilize purchase orders as a vehicle for accomplishing work within their company, a report identifying the delineation of the specific SOW requirements, in lieu of the purchase order must be submitted to the COR.

1.24 Milestone Requirements: The contractor shall meet the following Contract Production Milestones:

1.24.1 Production Start – first day of the period of performance (POP).

1.24.2 All initial inspections and reports submitted no later than the first 20 percent of the scheduled POP.

1.25 Compartment Arrival / Closeout Inspections:

1.25.1 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 each vessel.

(Required Report CDRL A021)

1.25.1.1 Notify the COR no later than 2 working days prior to conducting each inspection.

1.25.2 The term “compartment” for purposes of 1.25 does not include tank and void spaces.

1.25.3 Develop a compartment closeout schedule no later than the 75 percent completion point of the vessel availability schedule. (Required Report CDRL A022)

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

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

1.25.4 Accomplish a final joint inspection upon completion of production work and prior to vessel delivery; with the COR in each vessel compartment. (Required Report CDRL A023)

1.25.4.1 Notify the COR no later than One work day prior to

conducting each inspection.

1.26 Technical Representative: Provide the services of a qualified on-site OEM Technical Representatives to provide assistance in the process or processes, repair and testing of the equipment specified in the invoking SOW paragraphs. OEM Technical Representatives shall only be contracted by the prime contractor.

1.26.1 Maintain documentation that identifies each Technical

Representative to be utilized prior to starting work. Documentation shall include factory OEM certification and acceptance of each vendor /service provider Technical Representative to be utilized. (REQUIRED REPORT CDRL A024)

1.26.2 Each Technical Representative must meet the following

minimum qualification requirements:

1.26.2.1 Have technical knowledge of the specified equipment or process and have a documented history of successful performance or repairs on similar equipment or processes.

1.26.2.2 Have demonstrated competency in analyzing repair

requirements and process performance and making recommendations based on process or disassembly inspection results.

1.26.2.3 Have current/active documented and verified access to (OEM) proprietary plans, specifications, procedures, material, parts, special tools, and equipment.

1.26.3 Each Technical Representative shall review, sign, and date all required reports for technical adequacy prior to submittal to the COR.

Associated Process Control Procedures must be reviewed, signed, and dated by the Technical Representative prior to the start of work.

1.26.4 Inspect new and repaired areas and component parts of the equipment prior to assembly to ensure compliance with technical manual requirements and drawings.

1.26.5 Any deviations or departure from the specifications and/or the requirements of require an approval from the COR prior to equipment assembly.

1.26.6 Inspect and provide technical guidance and assistance during process performance, equipment assembly and adjustment. Verify assembly procedures, sizes, and clearances comply with manufacturer's requirements, technical manual requirements, and drawings when specified. (REQUIRED REPORT CDRL A025)

1.26.7 Verify and document mechanical and electrical alignments, final closing sizes, and clearances.

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 beta.SAM.gov, safe.apps.mil and/or CD-ROM, including any information contained thereon, shall be destroyed in accordance with the instructions as stated below, at completion of the contract. After award, for those Contractors in receipt of reference material from beta.SAM.gov, safe.apps.mil and/or CD-ROM and not awarded a delivery order shall destroy all information received in accordance with the instructions stated below. This applies to all physical and electronic copies of reference material associated with this contract award.

DESTRUCTION NOTICE: Destroy by any method that will prevent disclosure of the contents or reconstruction of the documents.

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

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) 10 USC 7311 Repair or Maintenance of Naval Vessels:

Handling of Hazardous Waste

3) 29 CFR 1915 Occupational Safety and Health for

Shipyard Employment

4) 29 CFR 1926 Safety and Health Regulations for

Construction

5) 42 USC 6901 to 6992 Resource Conservation and Recovery Act of 1976

CONSOLIDATED LIST OF REFERENCES

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

Publication Number Title

6) 49 USC 5103 Hazardous Materials Transportation

Authorization Act of 1994

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

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

Associated Piping Components for Naval Surface Ships

9) NSTM Chapter 074 Volume One Welding and Allied…