Attachment_J-1_Compensating_Barge_IX-546_Statement_of_Work.pdf

DEPARTMENT OF THE NAVY

PUGET SOUND NAVAL SHIPYARD AND INTERMEDIATE

MAINTENANCE FACILITY, CODE 400

1400 FARRAGUT AVENUE

BREMERTON, WA 98314-5001

Compensating Barge IX 546

SOLICITATION: N4523A-17-R-0012

WORK DATES: 15 SEP 2017 – 06 DEC 2017

COVER SHEET – STATEMENT OF WORK (SOW)

SOLICITATION COPY

Date Prepared:

PLANNER: Langham 31 OCT 2016

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 6-7

1.8 Care of Vessel 7-8

1.9 Workmanship 8

1.10 Corrective Action Request (CAR) 8-9

1.11 Condition Found/Inspection Discrepancy Report (CFR/IDR) 9-10

1.12 Interferences 11

1.13 Safety Requirements 11-12

1.14 Hot Work/Welding 12-13

1.15 Threaded Fasteners 13-14

1.16 Preservation 14-15

1.17 Environmental and Hazardous Waste Management 15-16

1.18 Materials 16

1.19 Label Plates 16

1.20 Gas Free 16-17

1.21 General Requirements for Testing 17-18

2.0 References

2.1 Order of Precedence 19

2.2 Discrepancies 19

Consolidated List of References 19-20

3.0 Work Requirements

3.1 Docking and Undocking the Vessel 20-24

3.2 Hull Repairs 24-27

3.3 Structural Repairs 27-28

3.4 Tanks/Voids 28-31

3.5 Main Deck Repairs 31-33

3.6 Superstructure 33-35

3.7 Main Propulsion Repairs 35

3.8 Steering System Repairs 35

3.9 Machinery Systems 35

3.10 Electrical Systems 36

3.11 Piping Systems 36-38

3.12 Weight Handling Systems 38

3.13 Dock and Sea Trials 38

4.0 Government Furnished Material (GFM) 39

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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 Compensating Barge IX-546. 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:

BARGE (IX-546) Built by Albina Eng & Mach.

Length: 165 FT Draft: 8 FT

Width: 42 FT – 0 IN Full Displacement: 1776 Tons

Age: 62 YRS Light Load 297 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 all fendering and replace all fendering fasteners. Blast, Inspect and Preserve the underwater Hull. Replace Zinc Anodes. Repair Fender Brackets. Repair Deck Coaming drain couplings. Open, Clean, Inspect and preserve Tanks/Voids. Renew nonskid on the Main Deck, Machinery Top Deck and Portable Shelter Top Deck.

Accomplish preservation to the Superstructure. Accomplish Raw Water Suction and Cargo Suction valve repairs. Accomplish Cargo Piping Preservation. Undock the vessel. 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 ASTM 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, 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 Everett Naval Station, WA, to the Contractor’s repair facility. Upon completion of all work coordinate delivery of the vessel to the Government facility Everett Naval Station, 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 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

1.7.3 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 100,000 KWH of electrical usage will be used for the entire availability.

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 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 as follows:

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

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.

1.8.5 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.

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

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

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 submitted in 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 48 hours 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: IX 546

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 and as follows:

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, 29 CFR 1910.28 and as follows:

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) D1.1, Structural Welding Code 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 OQE Information and Data Records: 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”.

1.16.2 Environmental Establishment: Comply with the coating manufacturer’s 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 Contrasting Colors: 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 F-718.

1.16.4 Stripe Coats: 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 Protective Covering: 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.

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

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 Surface Cleanliness: 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 Disturbed Surfaces: Accomplish touch-up preservation for new and disturbed surfaces to match surrounding coating system(s) in accordance with the manufacturer’s F-718.

1.16.8 Feathering: 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 Paint Thinning: Paints shall not be thinned.

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

Techtyl # 894 (cold) or 435 (hot) Rust Preventive Compound

500 gallons

Cleaning Solvents 50 gallons

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

50 gallons

Rags (contaminated with a known source) 100 pounds

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

120000 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. Pursuant to the requirements of Paragraph (b) of 10 USC 7311 Rev 1/22/11, total cost greater or less than the above dollar amount when authorized by the Contracting Officer will be the subject of an equitable adjustment.

1.17.2 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 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.

1.20.1 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.

1.20.2 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.

1.20.3 Post, update, and maintain gas free certificates at each access entry to each confined space affected by the work of this contract during the entire contract period of performance.

1.21 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.

1.21.1 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.

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

1.21.1.2 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.

1.21.2 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.

1.21.3 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.

1.21.3.1 Whenever Government and/or Ships Force support is required for the operation of vessel equipment and/or systems, a minimum of 2 workday’s prior notification of the operational/test support requirement shall be provided to the COR.

1.21.3.2 Tests and equipment/systems operation requiring

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

1.21.3.3 Provide a minimum of 3 workdays prior notification to the COR for tests and equipment/system operations requiring Government and/or Ships Force operational support for work being performed on weekends, after normal dayshift working hours, and immediately before and/or after Federal holidays.

1.21.3.4 The COR or his representative shall 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.

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

1.21.4 Perform tests using the applicable test procedure for systems and subsystems. Demonstrate compliance with the Specification requirements by satisfactory completion of the test. Complete all work prior to initial testing of that particular system or subsystem and in a timeframe sufficient to allow for correction of deficiencies prior to dock trials, sea trials, or other applicable milestones established in these specifications. Perform adjustments and testing prior to each scheduled acceptance test.

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

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

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

2) 10 USC 7311 Repair or Maintenance of Naval Vessels:

Handling of Hazardous Waste

3) 15USC 2601, et esq Toxic Substance Control Act

4) 29 CFR 1910 Occupational Safety and Health Standards

5) 29 CFR 1915 Occupational Safety and Health Standards for

Shipyard Employment

6) 29 CFR 1926 Safety and Health Regulations for

Construction

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

8) 33 USC 1251 to 1387 Federal Water Pollution Control Act

9) 33 USC 1342 National Pollutant Discharge Elimination

System

10) 33 USC 2701 to 2761 Oil Pollution Control Act of 1990

11) 42 USC 6901 to 6992 Resource Conservation and Recovery Act of

12) 42 USC 7401, et seq. Clean Air Act

13) 49 USC 5103 Hazardous Materials Transportation

Authorization Act of 1994

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

15) ASTM A1011 Grade, 30, 36 or

Plate (1/8 inch or greater)

16) ASTM A131 Bars and Shapes

17) ASTM A167, AISI 304L, AISI

316L Plate and Sheet Steel Standards

18) ASTM A53, A106 Grade B, Steel Pipes

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

20) ASTM F940 Standard Practice for Quality Control Receipt Inspection Procedures for Protective Coatings Used in Marine Construction and Shipbuilding

21) ASTM NDT References E709-01 - Magnetic Particle Examination E164-03 - Ultrasonic Examination E165–02 - Liquid Penetrant Examination

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

23) NSTM Chapter 074 Volume One Welding and Allied Processes

24) NSTM Chapter 075 Threaded Fasteners

25) S6435-D4-MMM-010 Relief Valves

26) SSPC Manual 05-03 Surface Preparation Specifications and

Practices

27) SSPC Painting Manual Volumn 1 Good Painting Practice

28) SSPC Painting Manual Volumn 2 Systems and Specifications

Drawing Number Title

1) 100-4345698 YON 114 Portable Shed Fdn

2) 845-4345289 Docking Drawing

3) 1508286 Anchor Stowage

4) 1508288 Profiles & Dock Plan

5) 1508289 Piping System

6) 1508292 Skeg Details

7) 1508293 Deck Fittings

8) 800-6577665 Oil Coaming

9) 803-9211865 Rev R Cathodic Protection Hull Zinc Anodes

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

11) SA 1103 Rubber Fender Install

12) SK 10432 Rev A Cathodic Protection (Zinc Anodes)

3.0 WORK REQUIREMENTS:

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

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

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

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 845-4345289 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 be accompanied by a written request for approval to the GDO a minimum of 5 working days prior to the scheduled docking date. The use of haul, fixed, or fitted blocks shall be clearly stated.

3.1.3.4 The use of universal docking blocks is prohibited.

3.1.3.5 Maintain supporting data substantiating that:

3.1.3.5.1 The block loading pressures are limited to a maximum of 20 long tons per square foot.

3.1.3.5.2 The number, distance from centerline, and square

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

3.1.3.5.3 At least 90 percent of blocks land on longitudinal

strength members or main transverse bulkheads.

3.1.4 Crib and Brace Blocking: Ensure that crib and brace blocking are in accordance with the requirements of NSTM Chapter 997, using the drawing applicable to the docking facility.

3.1.4.1 The aspect ratio for un-cribbed keel blocks shall not exceed 2.0 where the aspect ratio is defined as the height divided by the horizontal dimension for the longitudinal and transverse direction, each checked separately.

3.1.4.2 Side blocks with a longitudinal dimension less than 24 inches shall be longitudinally braced or cribbed when their height as measured from the base to the highest corner of the soft cap exceeds 3 times the longitudinal dimension.

Bracing shall be in accordance with NSTM CH 997.

3.1.4.3 Blocking shall be constructed of hardwood or composite hardwood/concrete and soft caps, with at least 2 inches of soft cap thickness.

Blocking material construction requirements are as follows:

3.1.4.3.1 The term “hardwood”, for the purposes of this contract, includes White Oak, California Laurel, Oregon Myrtle, Iron Wood, Blue Gum, American Rock Elm, or preserved Red Oak. The normal lifespan for hardwood blocking is approximately 10 years.

3.1.4.3.2 Woods acceptable for use as soft caps are Douglas Fir, Tamarack, Long Leaf Pine, or Hemlock.

3.1.4.3.3 Composite blocking showing evidence of spalling and cracks or chipped and damaged concrete is not acceptable.

3.1.4.4 Blocking showing evidence of excessive crushing, warping, cracking, checking, rotting, or damage from dogging, loss of contact at edges caused by cracking or unequal shrinkage or deterioration to an extent no longer being capable of supporting a prescribed load over full bearing areas is not acceptable and shall be replaced.

3.1.5 Setting and Alignment of Docking Blocks: Furnish, set, record, and align the blocks in accordance with the Government approved Contractor blocking plan and in accordance with the requirements of NSTM Chapter 997. Prepare dry dock for inspection at least 24 hours prior to the proposed docking. Notify and accomplish an inspection of the blocking with the GDO in a timeframe sufficient to make blocking changes. Develop documentation of the inspection showing blocking, sighting marks on dock coping relative to block locations, spacing, offsets, heights, and shaping to the GDO at least 4 hours prior to flooding the dry dock. Immediately prior to flooding the dry dock, perform a final inspection with the GDO to ensure that no loose trash, wood, equipment, and other extraneous matter could float up during flooding and interfere with/delay the docking operation.

3.1.6 Docking Conference: Perform a docking conference attended by the GDO and COR, the Contractor’s Dock Master, the pilot who will be present during the docking evolution, and required dive personnel within 4 working days prior to the scheduled docking of the vessel. The Dock Master shall discuss the time of docking, tide situation, weather conditions, tug and pilot arrangements, line handling, electrical shore power, grounding, safety issues, safety concerns, other services and procedures.

3.1.7 Docking the Vessel: Dry dock the vessel without strain. Immediately after docking, electrically connect the vessel hull at the bow and stern of vessel for protection against lightening and other static charges in accordance with the requirements of NSTM Chapter 074 Volume One, and NSTM Chapter 997.

3.1.7.1 Notify the GDO a minimum of 2 work days prior to actual docking and undocking of vessel.

3.1.7.1.1 Contact the COR for current GDO contact information.

3.1.7.2 Dry dock facilities shall have an alternate / back up electrical power generating and distributing source to furnish all electrical requirements for docking and undocking of vessel, in the event of a loss of main power source.

3.1.8 Post Docking: Prepare and inspect vessel underwater hull surfaces as follows:

3.1.8.1 Immediately after docking, perform a visual inspection of the underwater portions of the vessel with the GDO for damage and deterioration.

Inspect the fit on the blocks and furnish necessary shimming between the blocking and the hull to prevent hull movement and to ensure 100 percent block contact with the hull structure.

3.1.8.2 Within 8 hours of docking, wash the underwater hull and fittings with fresh water at a minimum of 3,000 PSIG nozzle pressure to remove dirt, slime, marine growth, fouling and other foreign substances.

3.1.8.3 Comply with federal, state, and local laws and ordinances for disposal of wash water and debris removed from underwater portions of the vessel.

3.1.9 Undocking the Vessel: After completion of work, undock the vessel at a time and date agreed upon by the GDO and the Contractor. Perform an undocking conference similar to the Docking Conference of 3.1.7 within 3 days of undocking.

Immediately prior to flooding the dry dock, perform an inspection with the GDO to ensure that no loose trash, wood, equipment, and other extraneous matter could float up during flooding and interfere with/delay the undocking operation.

3.1.9.1 Immediately after the hull penetrations are submerged and before the vessel lifts off the blocks-- stop flooding the dry dock. Accomplish a watertight integrity check of the hull with the COR. Continue flooding of the dock when directed by the GDO.

3.1.9.2 After the vessel has cleared the blocks, perform a visual inspection of the underwater hull surfaces to ensure that no soft caps are adhered to the hull surfaces. Perform a visual inspection of the docking blocks to account for all soft caps and to ensure that no blocks are adhered to the underwater hull structure of the vessel.

3.1.10 Docking Observer: The Docking Observer is the Government official certified by the Government as qualified to execute the duties of a Docking Observer.

The presence of the Docking Observer is for protecting the Navy’s interests, not to give direction to the Contractor. However, the Docking Observer shall have the authority to stop the docking, undocking or launching evolution when the vessel safety or other Navy interests are jeopardized. This authority does not imply limitations on or responsibility for the actions of the Contractor’s Dock Master.

3.1.11 Final Docking Report: Develop a final docking report (NAVSEA 9997/1 through 9997/5, as necessary) upon completion of undocking. Electronic versions of the final docking report, in portable document format (PDF) and MSWord format are available from the GDO upon request.

3.2 HULL REPAIRS: Accomplish hull repairs as follows:

3.2.1 Identify Distinguishing…