SOW_Caisson__3.pdf

DRAFT

CAISSON #3

PERIOD OF PERFORMANCE APRIL 26, 2019 TO AUGUST 2, 2019

COVER SHEET – STATEMENT OF WORK (SOW)

SOLICITATION COPY

Date Prepared:

Version: #1 6-5-2018

ERRATA One:

24 June 2008

Table of Contents

Paragraph / Section Page Number

1.0 General Requirements

1.1 Vessel Characteristics xx

1.2 Scope Overview xx

1.3 Definitions xx

1.4 Arrival Conference xx

1.5 Required Documents xx

1.6 Progress Meetings xx

1.7 Availability Requirements xx

1.8 Care of Vessel xx

1.9 Workmanship xx

1.10 Corrective Action Request (CAR) xx

1.11 Condition Found/Inspection Discrepancy Report (CFR/IDR) xx

1.12 Interferences xx

1.13 Safety Requirements xx

1.14 Hot Work/Welding xx

1.15 Threaded Fasteners xx

1.16 Preservation xx

1.17 Environmental and Hazardous Waste Management xx

1.18 Materials xx

1.19 Weight Control xx

1.20 Label Plates xx

1.21 Integrated Logistic Support xx

1.22 Gas Free xx

1.23 General Requirements for Testing xx

1.24 Compartment Arrival / Closeout Inspections xx

1.25 Process Control Procedure (PCP) Requirements xx

1.26 Manhour and Material Reservation Tasking xx

1.27 Request for Contract Change (RCC) Rates: xx

2.0 References

2.1 Order of Precedence xx

2.2 Discrepancies xx

Consolidated List of References xx

3.0 Work Requirements

3.1 Docking and Undocking the Vessel xx

3.2 Hull Repairs xx

3.3 Structural Repairs xx

3.4 Tanks/Voids xx

3.5 Main Deck Repairs xx

3.6 Superstructure xx

3.7 Main Propulsion Repairs xx

3.8 Steering System Repairs xx

3.9 Machinery Systems xx

3.10 Electrical Systems xx

3.11 Piping Systems xx

3.12 Weight Handling Systems xx

4.0 Government Furnished Material (GFM) xx

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TA One Statement of Work (SOW)

1.0 General Requirements: This document invokes the requirements applicable to the docking and maintenance work to be performed on One each Caisson #3.

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:

Dry Dock Caisson #3 Consructed By: Everett Shipyard INC.

Length: 133 FT 8 ¾ IN Draft: 17.5 FT

Height: 32 FT 8 ½ IN Full Displacement: 1,727 L TONS Width 22 FT 0 IN Light Load 798 L TONS Age: 10 YRS Hull Type: STEEL

1.2 Scope Overview: Coordinate with the Contracting Officer, via the Contracting Officer’s Representative (COR) to deliver the vessel to the Contractor’s facility. Dock, wash, and clean the exterior surfaces of the vessel upon docking. Wash and clean the interior surfaces of the Main and Trim tanks of the vessel upon docking. Blast and preserve exterior hull surfaces including Floodthru tubes, Superflood tubes, Sinking tubes, and Dewatering piping tubes, topside, underwater body surfaces, and tanks of the vessel. Replace non-skid on weather deck surface. Accomplish visual inspections of hull and body, weather deck, tanks, and operations surfaces. Replace hull and tank zinc anodes. Inspect rubber seal and replace filler. Inspect boarding ladders and perform weight testing. Remove, clean, and inspect rubber fenders. Replace FWD and AFT pedestrian ramp hinges. Replace top-side lighting. Replace weather stripping/seals for access hatch and emergency hatch. Blast and preserve tank access/hatches. Replace gaskets in tank access/hatches. Rotate specified valve operators. Open and inspect electrical panels. Open and inspect capstan motor/gearboxes. Service ventilation system. Open and inspect all valves and pumps.

Replace mechanical tank seals on dewatering and superflood motor shafts. Clean and inspect valve reach rods and pump shafts. Install operator-deck grease lines for floodthru valves. Undock the vessel. Perform dock trials. Arrange and coordinate the delivery of the vessel back to the Government with the Contracting Officer via the

COR.

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

1.3.1 Unless otherwise stated, “as shown”, “as indicated”, “as detailed”, or other words of similar import refer to the contractual documents including reference documents and publications.

1.3.2 The words “as directed”, “as approved”, “when authorized” or words of similar import refer to the direction, requirements, permission, approval, or acceptance by the Contracting Officer.

1.3.3 The term “Objective Quality Evidence” (OQE) shall mean current, accurate, and complete objective documentation and information submitted together as a complete data package sufficient that a qualified and disinterested third party could analyze 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.

1.4 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 keep current schedules necessary for the purpose of establishing an orderly and systematic accomplishment of production work and material ordering.

1.5.2 Maintain a list of all subcontractors with extent of work to be accomplished by each subcontractor.

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 and a list of qualified silver brazers.

1.5.5 Maintain NAVSEA approved/reviewed F-718 for all materials to be used by the Contractor to accomplish the requirements of this contract.

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

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

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.

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.

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).

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.

1.7 Availability Requirements:

1.7.1 Arrange for and transport the vessel from the Government facility at Puget Sound Naval Shipyard (PSNS) in Bremerton, WA to the Contractor’s repair facility.

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

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

1.7.2 Provide heated/air conditioned office space measuring a minimum of 160 square feet and located within 1/4 mile of the vessel from 2 days prior to project start to 2 days after project completion for use by the COR.

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

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

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

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

1.7.2.4.1 Quantity (One EA) duplex 110 volt receptacle.

1.7.2.4.2 Quantity (One EA) desk, 30 inches wide x 48 inches in length, with chair. Chair shall be adjustable in height, with swivel and adjustable arm rests.

1.7.2.4.3 Quantity (One EA) CAT-5 cable connection or WIFI at 35 MBPS minimum download speed for a COR supplied desktop/laptop computer.

This connection shall be separate from Contractor’s computer servers/networks.

1.7.2.4.4 Quantity (One EA) trash can.

1.7.2.5 Provide Quantity (One EA) parking space adjacent to the office space of 1.7.2 for the entire contract period.

1.7.2.5.1 Designate each parking space with a sign stating

"PSNS PARKING ONLY".

1.7.3 Provide separately metered electrical service equipment capable of supplying, monitoring, and measuring 460 volt, 60 Hz, 3 phase, 200 amp electrical service to the vessel for the entire availability. It is estimated that a cumulative total of 6,000 Kilowatt Hour (KWH) of electrical usage will be used for the entire availability.

Connect the separately metered electrical service equipment via the vessels shore power receptacle using a Appleton Electric Company AR40144 female connector or equal.

1.7.3.1 Total KWH greater or less than the quantities listed in 1.7.3, when authorized by the Contracting Officer, will be the subject of an equitable adjustment.

1.7.4 Provide separately metered electrical service equipment capable of supplying, monitoring, and measuring electrical usage for the industrial service type work specified in this SOW for the entire availability. It is estimated that a cumulative total of 160,000 KWH of electrical usage will be used for the entire availability.

1.7.4.1 Total KWH greater or less than the quantities listed in 1.7.4, when authorized by the Contracting Officer, will be the subject of an equitable adjustment.

1.7.5 Document the result of each inspection requirement throughout this SOW.

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 Vessel shall be maintained in a broom clean condition on a daily basis.

Vessel shall be free of visual contaminants such as oxide films, oils, grease, dust, dirt, or foreign material.

1.8.1.1 Remove and dispose of industrial debris and extraneous materials from each 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 in the hull or 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. FME may be used for systems normally under pressure but are tagged-out for maintenance. 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 for hull penetrations, and non-pressurized systems to include gravity drain piping.

1.8.4.1 DC plugs, wood, or wood products are prohibited for use in tanks/voids, and as blanks on pressurized 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 will influence past performance rating provided on contract evaluation.

Plating and structural member cuts shall be neatly and accurately made with edges cleaned and prepared for welding. Sharp edges shall be ground smooth to avoid injury to personnel. Equipment, machinery and associated support systems shall not leak oil, water or other type of fluids. Machinery and equipment shall be protected against weather hazards.

1.9.1 At the time of delivery, work performed shall meet the performance requirements specified. In the event that deficiencies are discovered during the Guarantee period, an opportunity will be afforded the Contractor to witness, inspect and comment on such deficiencies. Materials and articles used for work performed shall be of commercial marine quality, conforming to the requirements of the Regulatory Bodies listed herein, unless specified to be otherwise.

1.9.2 The decision that an area is inaccessable 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 and advise the Contractor of the deficiency. Conditions that fail to meet specifications within this SOW may result in the Contractor being issued a CAR.

Contractor shall respond in writing within 2 work days 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 correspondance containing same information) in transferrable media, 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. 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.

FIGURE A - CONDITION FOUND/INSPECTION DISCREPANCY

REPORT

CFR Number________ Date: ______________

From: ________________________________ (Contractor Authorized Representative) To: PSNS & IMF, NWRMC IND MAN, C400, Contracting Officer Via: PSNS & IMF, NWRMC IND MAN, C400, Contracting Officer’s

Representative (COR)

Vessel: Caisson #3

Section of Contract Affected:

Description:

Impact:

Recommended Action:

C400 Response:

Signature of C400 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 Part 1915, 29 CFR 1910, and 29 CFR Part 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 work days 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.

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

29 CFR 1910.28.

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

1.13.3.1.1 Install standard railing around the non-access

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

1.13.3.1.2 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.

1.13.3.2 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.

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

1.13.3.4 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 Ensure that only qualified Competent Person’s

apply tags;

1.13.3.5.2 Ensure that any scaffolds not properly tagged

shall not be used;

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

1.13.3.5.4 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;

1.13.3.5.5 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;

1.13.3.5.6 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, 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.

1.14 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 at the work site for the entire period that personnel entry into and around the work area is required.

1.14.1 All welding equipment and materials shall comply with the applicable requirements of American National Standards Institute/American Welding Society (ANSI/AWS) requirements. 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 radiographic, ultrasonic, 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. Hole diameters for mounting bolts shall not exceed the diameters produced using standard size drill bits. Black oxide coated brass and cadmium plated fasteners are prohibited. Where drawings specify the use of brass fasteners on a fuel or fuel oil tank, CRES 316 fasteners shall be substituted in lieu of brass. 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: Accomplish all preservation installation and repairs as follows:

1.16.1 Measure, record, and maintain objective quality evidence (OQE) information on current year Appendix’s One through 8 throughout the entire performance of preservation operations. OQE information for the process being performed shall be made immediately available for onsite review upon request by the

COR.

1.16.1.1 Electronic copies of the Appendices One through 8 can be downloaded from the National Surface treatment (NST) Center website at:

http://www.nstcenter.biz/tech-documents/qa-appendices/ “CONTRACTORS”.

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 NAVSEA approved/reviewed F-718 requirements for the establishment and maintenance of environmental conditions and for coating thickness applications throughout the entire removal and preservation operation(s).

1.16.3 Apply contrasting colors between the primer, stripe, intermediate, and topcoat using coating products that are from the same manufacturer; that are compatible with each other; that are a different color from both the preservation over which it is being applied and the next coat in the system; and in accordance with the NAVSEA approved/reviewed F-718.

http://www.nstcenter.biz/tech-documents/qa-appendices/

1.16.4 Apply stripe coats 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 or from suitable hull reference points.

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.

1.16.6 Solvent clean surfaces 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 to match surrounding coating system(s) in accordance with the NAVSEA approved/reviewed F-718.

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 Hull and freeboard preservation coatings shall be fully cured prior to undocking. All other 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 NAVSEA approved/reviewed F-718 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 200 gallons Paint (enamel, latex, epoxy, thinners, oil based, rubber, non-skid, lacquer, varnishes, removers)

200 gallons

Rags (contaminated with a known source) 100 pounds Blast Media and paint chips contaminated with heavy metals and other contaminants

1300 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.

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 PCB’s 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.

1.19 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.

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

1.21 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.

1.21.1 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.

1.21.2 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.

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

1.22 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.

1.22.1 Develop a Test Plan for each Test required by this SOW, containing paragraph number or listed applicable reference requiring Tests; identification of each component/system; description of each Test; accept/reject criteria; date scheduled;

Government notifications; date completed; and each Test result.

1.22.1.1 Fully integrate the Test Plan with the Contractor’s production schedule.

1.22.1.2 Provide the number of tests 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.

1.22.2 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.

1.22.3 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.

1.22.3.1 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.

1.22.3.2 Tests and equipment/systems operation requiring

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

1.22.3.3 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.

1.22.3.4 The COR or his representative shall receive notification a minumum of 2 work days 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.

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

1.22.4 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 adjustments and testing prior to each scheduled acceptance test.

1.22.4.1 Stop the test if the equipment, system, or subsystem tested fails to satisfy the acceptance criteria of the established test procedure. Identify the cause and correct.

1.22.5 Document the result of each test requirement throughout this SOW.

1.23 Manhour and Material Reservation Tasking: In addition to the specific requirements of each work item, accomplish the following requirements:

1.23.1 Identify task/ discrepancies and initiate an estimate of manhours and material dollars on Reservation Task Request/control Form (Figure B) for each discrepancy or task identified to be accomplished under a reservation work item, entering the date and estimate of labor and material.

1.23.1.1 Reservation taskings shall not be used to accomplish work outside the scope of the specific work item identifying a reservation work paragraph.

1.23.2 Code 400 Project Manager will review the estimate submitted and if in agreement, will sign the “RMC/NSA Authorization Agreement to Quote” blank, authorizing the work at the manhour and material dollars quoted. The contractor shall then sign the “Contractor Obligation/Agreement to Quote” blank and enter the estimated start date. The Government contracts representative will initial the form in the blank provided.

1.23.2.1 Each difference in manhour and material opinion in the estimate provided by contractor and Government shall be negotiated. The negotiated manhour and material dollars will then be entered in the “Revised Estimate” blocks of figure B with required signatures of 1.23.2.

1.23.2.2 The contractor shall enter the work completion date, sign and date the control form.

1.23.3 Maintain a weekly and final report containing; Work item number, reservation control form serial number, reservation paragraph number, total original manhours and material dollars allocated in each paragraph, manhour and material dollars negotiated for each authorized tasking, and remaining balances of manhour and material dollars.

1.23.4 The reservation manhours and material dollar requirements listed in each work item are a part of this contract under the original solicitation and award.

Therefore they are subject to the provisions, terms, conditions and clauses of this contract.

1.23.4.1 The manhour reservation shall include both prime

contractors and subcontractor efforts.

1.23.5 The balance of hours and material dollars, including applicable burdens and profit, remaining in the reservation items after negotiations have concluded, and it is evident that no additional work will be tasked, is subject to a decrease change order. All remaining hour and material balances may be decreased at completion of the applicable work item or after delivery. General and administrative expense and profit as proposed in the pricing worksheet shall be evenly applied to the total hour and material dollars established in the applicable reservation tasking (i.e.

10% of hour and material dollars consumed equals 10% of general and administrative and profit consumed).

1.23.6 Only actual production manhours expended will be considered towards the contractor’s obligation to provide the defined reservation manhour effort.

While supervision, quality assurance, and other nonproductive labor should be included in the pricing for reservation items in the original bid, they shall not count towards satisfying the contractor’s obligation to provide reserved manhours. The production manhour reservation shall not include any allowance for technical representatives or for any other Government directed source unless specifically addressed in the individual Work Item.

1.23.7 Material dollars shall be based on actual costs to the Contractor of acquiring the materials provided. Material dollars may include freight or duties which would be reflected on the invoice for the material.

FIGURE B

RESERVATION TASK REQUEST/CONTROL FORM

REQUEST NO: ______________ SHIP/HULL: ____________________

WORK ITEM NO: _____________ CFR #: DATE: _____________

WRITTEN BY: ___________________________________________

DESCRIPTION OF SERVICE:

LOCATION: ________________________________________________________

CONTRACTOR’S ESTIMATE: Labor M/Hs________ Material $__________________

NEGOTIATED TOTALS: Labor M/Hs________ Material $__________________

PM Authorization/ Agreement To Quote: _________________________ Date: ________________

Contractor Obligation/ Agreement To Quote: _________________________ Date: ________________

ACO Initial: __________ Date: ______________

COMPLETION SIGN OFFS:

Contractor: __________________________________ Date: _____________

SBS: ________________ Date: ____________________

PM: ________________ Date: ____________________

1.24 Request for Contract Change (RCC) Rates: Establish fully burdened labor rates and material burden rates to support the pricing and negotiation of new work or growth work identified.

1.24.1 The fully burdened labor RCC rate will be utilized to negotiate labor portions of new work or growth work identified for this effort. The fully burdened labor RCC rate will be applied to labor hours identified for new work or growth work to establish the labor price of that work.

1.24.1.1 The fully burdened labor RCC rate should include at a minimum any fringe expense, overhead expense, general and administrative expense, and profit.

1.24.2 The material RCC burden rate will be utilized to negotiate the material portions of new work or growth work identified for this effort. The material RCC burden rate will be applied to the material invoice costs identified for new work or growth work to establish the material price of that work.

1.24.2.1 The material RCC burden rate should include at a minimum any overhead expense, general and administrative expense, and profit.

2.0 REFERENCES: All references shall be of the latest issue and/or revision or as indicated in the Consolidated List of References. It is incumbent on the Contractor to maintain current commercial specifications and be thoroughly familiar with Federal, State and Local laws, regulations and ordinances. Contractor is prohibited from using Government provided technical information for any purpose other than that contemplated by the specifications. Contractor is prohibited from further use, release, or disclosure of this information. References provided on CD-ROM, including any information contained thereon, must be destroyed in accordance with the instructions included on the CD-ROM label, at completion of the contract. After award, for those Contractors in receipt of a CD-ROM and not awarded a delivery order, the CD-ROM including any information contained thereon, shall be destroyed in accordance with the instructions included on the CD-ROM label.

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

2.1.1 Specification Definite Item

2.1.2 Specification General Requirement

2.1.3 Military/Navy Drawings

2.1.4 Military/Navy Technical Manuals

2.1.5 Commercial Drawings

2.1.6 Commercial Technical Manuals

2.1.7 Commercial or Industrial Standards

2.1.8 Commercial Practices

2.2 Discrepancies: Drawing, technical reference, or other discrepancies associated with this specification shall be reported using the Request for Specification Clarification form, during proposal, or the “Condition Found / Inspection Discrepancy Report” form (FIGURE A) during delivery order period of performance.

CONSOLIDATED LIST OF REFERENCES

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

Publication Number Title

1) 29 CFR 1910 Occupational Safety and Health Standards

2) 29 CFR 1915 Occupational Safety and Health Standards for

Shipyard Employment

3) 29 CFR 1926 Safety and Health Regulations for Construction

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

Handling of Hazardous Waste

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

6) 42 USC 7401, et seq. Clean Air Act

7) 49 USC 5103 Hazardous Materials Transportation

Authorization Act of 1994

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

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

10) MIL-STD-167-1A Department of Defense Test Method Standard

Mechanical Vibrations of Shipboard Equipment

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

Associated Piping Components for Naval Surface Ships

12) NSTM Chapter 074 Volume One Welding and Allied Processes

13) NSTM Chapter 075 Threaded Fasteners

14) NSTM Chapter 300 Electric Plant - General

15) NSTM Chapter 503 Pumps

16) NSTM Chapter 505 Piping Systems

17) NSTM Chapter 997 Docking Instructions and Routine Work in Dry

Dock

18) S2803-980209 Rev L Bureau of Ships, Label Plates

19) S2804-921819 Rev C Distinguishing Figures for Misc Vessels

20) S6260-BJ-GTP-010 Electrical Machinery Repair Electric Motor

Shop Procedures Manual

21) S9253-AD-MMM-010 Valves, Traps, and Orifices (Non-Nuclear)

22) SSPC Painting Manual, Volume 1 Good Painting Practice

CONSOLIDATED LIST OF REFERENCES

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

Publication Number Title

23) SSPC Painting Manual, Volume 2 Systems and Specifications

24) 25) 26)

Drawing Number Title

1) PWD Drawing 70098 -70165 Dry Dock Caisson #3 Replacement

2) S2804-921819 Rev C Distinguishing Figures

3) 803-921865R Cathodic Protection Anode

4) 804-5184155 Liferails, Lifelines & Awning Stanchions, (Aluminum & Steel) Details & List of Material ** Not all drawing references are added to this list yet **

3.0 WORK REQUIREMENTS:

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

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

3.1.1.1 A Dock Master currently qualified and certified by the Contractor and accepted by the Government Docking Observer (GDO).

3.1.1.2 Supporting employees to accomplish the docking and undocking evolutions.

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

3.1.2 Docking Procedure: Develop a docking procedure prior to dry docking, which shall include the following:

3.1.2.1 Operating practices.

3.1.2.2 Safety and security plans.

3.1.2.3 Special precautions or actions required by the characteristics of the dock, marine railway, or other docking methods.

3.1.2.4 Pumping/flooding schedule.

3.1.2.5 Specific list, trim and stability requirements.

3.1.3 Blocking Plan: Develop a blocking plan to set and align the docking blocks in accordance with the requirements of NSTM Chapter 997, using drawing 70103 (A-4) and 70108 (A-9) for guidance.

3.1.3.1 Develop a docking plan in the form of a scaled drawing including:

block size, block spacing, and location of vessel with respect to the blocks at landing.

Position blocking to ensure that equipment on the surface of or protruding from the hull will not be damaged.

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

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

3.1.3.3 The blocking plan shall…