C04.0_Attachment_J-1_Statement_of_Work_YD-259_(SOW)_V2_.pdf

YD-259 FLOATING CRANE

COVER SHEET – STATEMENT OF WORK (SOW)

SOLICITATION NUMBER: N4523A20R1052

SOLICITATION COPY

Date Prepared:

Version: 2.0 29 March 2019 15 October 2019

101515 ERRATA One:

24 June 2008

Table of Contents

Paragraph / Section Page Number

1.0 General Requirements

1.1 Vessel Characteristics 4

1.2 Scope Overview 4

1.3 Definitions 4/5

1.4 Arrival Conference 5

1.5 Required Documents 5/6

1.6 Progress Meetings 6

1.7 Availability Requirements 7/8

1.8 Care of Vessel 8/9

1.9 Workmanship 9/11

1.10 Corrective Action Request (CAR) 11

1.11 Condition Found/Inspection Discrepancy Report

(CFR/IDR)

11/13

1.12 Interferences 14

1.13 Safety Requirements 14/15

1.14 Hot Work/Welding 15/16

1.15 Threaded Fasteners 16/17

1.16 Preservation 17/19

1.17 Environmental and Hazardous Waste

Management 19/21

1.18 Materials 21

1.19 Weight Control 21

1.20 Label Plates 21

1.21 Integrated Logistic Support 22

1.22 Gas Free 22

1.23 General Requirements for Testing 22/24

1.24 Compartment Arrival / Closeout Inspections 24/25

1.25 Request for Contract Change (RCC) Rates 28

2.0 References

2.1 Order of Precedence 26

2.2 Discrepancies 26

Consolidated List of References 26/31

3.0 Work Requirements

3.1 Docking and Undocking the Vessel 31/36

3.2 Hull Repairs 36/40

3.3 Structural Repairs 41

3.4 Tanks/Voids 41/45

3.5 Main Deck Repairs 45/48

3.6 Superstructure 48/55

3.7 Main Propulsion Repairs 55

3.8 Steering System Repairs 55

3.9 Machinery Systems 55/57

3.10 Electrical Systems 57

3.11 Auxialliary Machinery Room Repairs 57/58

3.12 Weight Handling Systems 58/74

3.13 Dock Trials 74/75

4.0 Government Furnished Material (GFM) 75

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Statement of Work (SOW)

1.0 General Requirements: This document invokes the requirements applicable to the docking and maintenance work to be performed on Quantity (One EA) YD-259 Floating Crane. 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:

FLOATING CRANE (YD-259) Built by: Halter Marine Inc.

Length: 175 FT Draft: 4 FT Width: 75 FT – 0 IN Full Displacement: 1,732 L Tons Age: 25 YRS Light Load 1,337 L Tons 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. Remove and clean rubber fenders. Replace zinc anodes. Open and clean tanks. Visually inspect hull, main deck, tanks, and crane. Ultrasonic test (UT) hull, and main deck. Fill and drain skegs with rust preventative compound.

Blast and preserve hull and entire crane. Touch up preserve tanks. Preserve access covers. Replace main deck nonskid. Remove and clean all wire ropes.

Inspect equalizer bar. Replace wire rope sheaves. Disassemble and Inspect crane boom and jib sections. Replace all fasteners attaching boom and jib sections together. Bump the Vessel. Undock the Vessel. Operational test crane. 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. (A001)

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 manufacturer’s F-718 for all materials to be used by the Contractor to accomplish the requirements of this contract. (A002)

1.5.6 Maintain Safety Data Sheets (SDS) for all materials to be used by the Contractor to accomplish the requirements of this contract. (A003)

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 a minimum of 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 EA) keys for all doors and Quantity (2

EA) master keys to fit all locks to the COR.

1.7.2.4 Provide Quantity (One EA) 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 parking space with a sign stating "PSNS

PARKING ONLY".

1.7.3 Provide 440 volt, 60 Hz, 3 phase, 100 amp electrical service for the vessel for the entire availability period to permit operation of the diesel generator, engine heaters, lighting, and other environmental control equipment.

Connect electrical service via the vessels shore power receptacle using a Hubbell C4100C7W female connector or equal.

1.7.4 Document the result of each inspection requirement throughout this

SOW.

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

Ship’s Force will accomplish such operation when required for test and checkout purposes.

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

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.

1.9.3 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, etc.).

1.9.3.1 (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.

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

1.9.3.3 (Q) inspections require verification and documentation by a qualified Technical Representative and in accordance with associated PCP requirements.

1.9.3.4 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.

1.9.4 Accomplish (G)-Point (Government Notification) as follows:

1.9.4.1 (G) is a symbol inserted in a Work Item to establish a point in the sequence of accomplishment of work at which time the COR shall 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 Work Item which are applicable to more than one action, the symbol (G) shall identify the action required, e.g., (G) "SURFACE PROFILE".

When more than one unit is involved, the (G) notification requirement applies to each unit. Pre-inspection by the contractor prior to a (G)–Point is neither required nor desired.

1.9.4.2 Notify the COR during normal day shift working hours, at least 48 hours prior to commencing the specific requirements in the paragraph annotated with the symbol (G). Notify the COR to cancel a scheduled test or inspection as soon as known, but no later than 24 hours prior to the scheduled event.

1.9.4.3 Notify the COR not later than 48 hours before the end of the last preceding day shift when tests or inspections following a (G) Point are scheduled after normal day shift working hours, on a weekend, or on a federal holiday.

1.9.4.4 For (G)-Points scheduled after normal day shift working hours, on a weekend, or a Federal holiday, notify the COR to cancel a scheduled test or inspection as soon as known, but no later than 24 hours prior to the scheduled event.

1.9.4.5 Proceed with the test or inspection if the COR 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.

1.9.4.6 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 1.9.4.2 through 1.9.4.5 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.

1.9.4.7 A partial (G)-point may be accomplished for a fraction of the work specification components. When elected, the contractor is responsible to account for the inspection status of each component. A final (G)-point is required for the last remaining component(s).

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 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 and Contracting Officers Representive 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. (A004)

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: YD-259 FLOATING CRANE

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 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 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.

(CDRL A005)

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.

1.14 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. (CDRL A006)

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. (CDRL A007)

1.16.1.1 Appendices One through 8 shall be in accordance with Reference QA_Appendix_Forms_C411_2018_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 product data sheet 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 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 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 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 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, with the exception of zinc rich coating primer and intermediate coat. Intent to thin paint shall be accompanied by a written request for approval to the COR via CFR, a minimum of 5 working days prior to the start of each scheduled preservation operation.

1.16.10 Hull and freeboard preservation coatings shall be fully cured prior to undocking and shifting the vessel. 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 manufacturer’s product data sheet 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 100 gallons Paint (enamel, latex, epoxy, thinners, oil based, rubber, non-skid, removers) 200 gallons

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

200,000 pounds

Paint chips possibly contaminated with heavy metals and other contaminants pounds

Solids possibly contaminated with heavy metals and other contaminants

200 pounds

Rags (contaminated with hydraulic fluid) 100 pounds Hydraulic Fluid 50 gallons Cable Grease 200 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. (CDRL A008)

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 Weight Control: Institute a weight control program in which actual weights, for removed, relocated and installed equipment/structure, are measured by either weighing or from manufacturer certified data. The location of the center of the load must be recorded along with each weight entry in the weight control report. This location shall show the distance vertically from the baseline of the vessel, longitudinally from amidships and tangentially from the centerline of the vessel. Items that are permanently removed and replaced with the identical item, in the same location, are not required to be included in the weight control program. Items that are replaced with like items of differing material or quantity shall be included in the weight control program. Items that are new installations shall be included in the weight program. (CDRL A009)

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 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. (CDRL A010)

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. (CDRL A011)

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.

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.

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 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.

(CDRL A012)

1.23.1.1 Fully integrate the Test Plan with the Contractor’s

production schedule.

1.23.1.2 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.

1.23.2 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 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.

1.23.3.2 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.

1.23.3.3 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.

1.23.3.4 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.

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

1.23.4 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.

1.23.4.1 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.

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

1.24 Compartment Arrival / Closeout Inspections:

1.24.1 Inspection Accomplish 100 percent of each vessel compartment, identifying damage, deterioration, missing components, discrepancies, and areas of concern prior to the start of work on the vessel. (CDRL A013)

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

conducting the inspection.

1.24.2 The term “compartment” for purposes of 1.24 does not include tank and void spaces.

1.24.3 Develop a compartment closeout schedule no later than the

75 percent completion point of the vessel availability schedule. (CDRL A014)

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

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

1.24.4 Final Joint Inspection Accomplish with the COR each vessel compartment upon completion of production work and prior to Vessel delivery.

(CDRL A015)

1.24.4.1 Notify the COR no later than One work day prior

to conducting the inspection.

1.25 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.

1.25.1 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.

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

1.25.2 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.

1.25.2.1 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) 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

6) 49 USC 5103 Hazardous Materials Transportation Authorization Act of 1994

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

CONSOLIDATED LIST OF REFERENCES

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

Publication Number Title

8) ASTM F718 Standards for Shipbuilders and

Marine Paints and Coating Product/Procedure Data Sheet

9) LHEI 054 Lifting & Handling Engineering Instruction Westmont 100-Ton Floater YD-248 & YD-259 – Limit Switches

10) MIL-STD-777 Schedule of Piping, Valves, Fittings and Associated Piping Components for Naval Surface Ships

11) NSTM Chapter 074 Volume One Welding and Allied Processes

12) NSTM Chapter 075 Threaded Fasteners

13) NSTM Chapter 997 Docking Instructions and Routine

Work in Dry Dock

14) QA_Appendix_Forms_Forms_C411_201

8_Contractors.pdf QA Appendices

15) SSPC Painting Manual, Volume 1 Good Painting Practice

16) SSPC Painting Manual, Volume 2 Systems and Specifications

Drawing Number Title

1 4C19006 General Crane Assembly 2 4C19007 Crane Geometry 3 4C19008 Swing Drive Assembly 4 4C19009 Reeving Diagram 5 4C19010 Machinery House Assy Side View 6 4C19011 Machinery House Plan View 7 4C19012 Crane Cab 100 Ton 8 4C19013 Cab Assy Sheet 2 9 4C19014 Slew-Spud supply System

10 4C19016 Crane Lubrication Diagram 11 4C19017 Machinery House Lubrication Diagram 12 4C19018 Machinery House Ventilation Diagram 13 4C19019 Crane Tie Down Procedures 14 4C19085 Machinery Deck Structure Assy Sheet 1 15 4C19086 Machinery Deck Structure Assy Sheet 2 16 4C19087 Machinery Deck Structure Assy Sheet 3 17 4C19088 Deck turntable support structure 18 4C19089 Machinery deck top plate sub assy

19 4C19090 Machinery deck front support structure 20 4C19091 Machinery deck front support structure details 21 4C19092 Machinery deck front support weld map 22 4C19093 Machinery deckfront support weld map 23 4C19094 Boom Assy sheet 1 24 4C19095 Boom Assy sheet 2 25 4C19096 Boom Assy Layout 26 4C19097 Jib Assy layout 27 4C19098 Boom Heel truss away 28 4C19099 Boom Center Truss assy 29 4C19100 Boom Tip & Jib assy sheet 1 30 4C19101 Boom Tip & Jib assy sheet 2 31 4C19102 Boom Tip & Jib assy sheet 3 32 4C19103 Jib detail 33 4C19104 Boom weld map sheet 1 34 4C19105 Boom walkway sub assy sheet 1 35 4C19106 Boom walkway sub assy sheet 2 36 4C19107 Boom walkway sub assy sheet 3 37 4C19108 Boom walkway sub assy sheet 3A 38 4C19109 Boom walkway sub assy sheet 4 39 4C19110 Boom weld map sheet 2 40 4C19111 Machinery House Structure Assy SH 1 41 4C19112 Machinery House Structure Assy SH 2 42 4C19113 Access Ladder Collector Ring J Box 43 4C19114 Access Hole Handrail 44 4C19115 Crane Access & Ladders Sub Assy & Details 45 4C19116 Weld Map at Pad Elevation 46 4C19117 Weld Map at Deck Evaluation 47 4C19118 Machinery Deck Structure Plan & Details 48 4C19119 Machinery Deck Structure Elevation & Details 49 4C19120 Machinery Deck Structure Section & Details 50 4C19121 Machinery Deck Structure Details & Sections 51 4C19122 Machinery Deck Structure Weld Map 52 4C19123 Machinery Deck Structure Weld Map 53 4C19124 Machinery Deck Structure Weld Map 54 4C19125 Back A-Frame Leg Pin 55 4C19126 Crane Tie-Down Assy & Details 56 4C19127 Deck Jacking Support Assy & Details 57 4C19128 Spud Lock Assy

58 4C19129 Spud Lock Assy & Couterweight Support Frame

59 4C19130 Machinery Deck Bottom Plate Sub-Assy 60 4C19131 A Frame layout 61 4C19132 A Frame layout Sheet 2 62 4C19133 A Frame layout Sheet 3 63 4C19134 A Frame layout Sheet 4 64 4C19135 A Frame Front Leg Details 65 4C19136 A Frame Sheave Block Details 66 4C19137 A Frame Sheave Block Details 67 4C19138 A Frame Back Leg Details 68 4C19139 A Frame Cab Platform 69 4C19140 A Frame Cab Platform Sheet 2 70 4C19141 A Frame Top Platform 71 4C19142 A Frame Intermediate Platform 72 4C19143 A Frame Bottom Platform 73 4C19144 A Frame Top Ladder Details 74 4C19145 A Frame Intermediate Ladder Details 75 4C19146 A Frame Bottom Ladder Details 76 4C19147 Counterweight Assy & Details 77 4C19148 Machinery House RH Sidewall 78 4C19149 Machinery House RH Sidewall Details 79 4C19150 Machinery House LH Sidewall 80 4C19151 Machinery House LH Sidewall Details 81 4C19152 Machinery House Roof Beams 82 4C19153 Machinery House Handrails 83 4C19154 Machinery House Handrail Details 84 4C19155 Machinery House Rear Wall 85 4C19156 Machinery House Front Roof Panel 86 4C19157 Machinery House Center Roof Panel 87 4C19158 Machinery House Aft Roof Panel 88 4C19159 Machinery House Roof Hatches 89 4C19160 Machinery House Wall Partition 90 4C19161 Machinery House Wall Partition Details 91 4C19162 Boom Upper Limit Switch 92 4C19163 Cab Roof Access Ladder 93 4C19164 Swing Drive MTG Rings Turntable…