A04.01 SOW Sources Sought 1-31-2023 V1.1.docx

Caisson 2 (DDC 2) Bangor

SOLICITATION: N4523A-23-R-5700

COVER SHEET – STATEMENT OF WORK (SOW)

SOLICITATION COPY

Date Prepared: 1/31/2023

ERRATA One:

24 June 2008

Table of Contents

Statement of Work (SOW)

1.0 General Requirements: This document invokes the requirements applicable to the docking and maintenance work to be performed on Caisson 2 (DDC 2) Bangor. 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:

Caisson 2 (DDC 2) Bangor

1.2 Scope Overview: Coordinate with the Contract Officer’s Representative (COR), to tow and deliver the vessel to the Contractor’s facility. Dock, wash, ground, and clean the exterior surfaces of the vessel upon docking. Inspect steel fender system. Perform ultrasonic testing (UT) throughout the caisson. Remove existing preservation system from the caisson and perform visual inspections. Based on the results of UT and visual testing accomplish steel repairs throughout the caisson. Blast and preserve the underwater body surfaces of the vessel. Remove existing, install new, measure and identify the location of each zinc anode on the caisson hull and in the tanks. Remove existing, procure and install new port rubber seal. Perform an inspection of the starboard rubber seal. Based on the results of visual inspection renew rubber seal studs. Open, pump, clean, ventilate, and gas free tanks and voids. Accomplish hatch and access maintenance. Blast and preserve the tank, void and curbside void surfaces of the vessel. Blast and preserve the weather deck surfaces of the vessel. Blast and preserve the weather deck stanchion surfaces of the vessel. Accomplish maintenance and cleaning of the weather deck drains and piping. Install new curbside drains and plugs. Blast and preserve the apron plates and foundations. Blast and preserve the operations deck surfaces of the vessel. Install Cosmetic Polymeric Deck Covering System in the operations deck. Perform ventilation system cleaning and maintenance. Remove, inspect, repair, and re-install various existing dewatering pumps and motors. Accomplish operator shaft inspections, straightening and cleaning. Reinstall and align operator shafts. Perform inspection, cleaning and maintenance of motor valve operators. Undock the vessel. Perform dock and sea trials. Arrange and coordinate the delivery of the vessel back to the Government with the Contracting Officer via the COR.

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

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

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

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

1.3.4 Where “in accordance with Regulatory Body requirements” is stated, the industrial efforts shall be in accordance with the appropriate commercial regulatory body requirements unless otherwise authorized by the Government.

1.3.5 The term “marine” or “marine quality” means an item constructed of materials unaffected by moisture, sea spray, extremes in temperature or other hazards of the marine environment, and designed and constructed to perform its intended functions under marine operating conditions.

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

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

1.3.8 The term “Normal Work Hours” for the purposes of this contract means Government (PSNS & IMF) work hours is from 0720 to 1602 during the work week of Monday thru Friday. Notifications and reports would be expected to be in this timeframe otherwise it would be considered as notification conducted for the following normal working day. Weekends and Holidays are considered outside the normal work hours.

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. (REQUIRED REPORT CDRL AXXX)

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

1.5.3 Maintain a list of manufacturer’s Technical Representatives to be provided per the particular specification requirement. (REQUIRED REPORT CDRL AXXX)

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

1.5.5 Maintain manufacturer’s product data sheets for all materials to be used by the Contractor to accomplish the requirements of this contract. (REQUIRED REPORT CDRL AXXX)

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

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

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

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

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).

1.5.10.1 The copies shall be available for Government review within one hour of request.

1.5.11 When subcontractors are delegated responsibility for tests/inspections, the subcontractor's qualified and currently certified inspectors must be included on this list. (REQUIRED REPORT CDRL AXXX)

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 Naval Submarine Base Bangor to the Contractor’s repair facility. Upon completion of all work coordinate redelivery of the vessel to the Government facility at Naval Submarine Base Bangor. 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.

1.7.1.2 Flood through doors shall be closed prior to delivery of Caisson back to Puget Sound Naval Shipyard.

1.7.2 Provide a separate, lockable, and secure office space for use by (3 EA) Government On-Site Representatives furnished with desk, chair, lights, heat, air conditioning, electrical outlets, sanitary facilities, Internet service, janitorial service, fire extinguisher, and 24-hour service from 7 days prior to start of availability to 2 days after availability completion.

1.7.2.1 The facility must have a minimum of 300 square feet of floor space.

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

1.7.2.3 The office space shall have direct access to a dedicated restroom facility with a water closet and hot / cold running water.

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

1.7.2.5 Provide a parking area adjacent to the facility. The area must be lighted and accommodate quantity (3 EA) automobiles simultaneously. Designate parking area with sign stating "PSNS PARKING ONLY".

1.7.2.6 Provide quantity (3 EA) keys for all doors and quantity (2 EA) master keys to fit all locks to the COR on the first day the COR is on site.

1.7.2.7 Provide Internet service separate from contractor’s computer servers/network with quantity (3 EA) CAT-5 cable connection or WIFI at 50 MBPS minimum download speed.

1.7.2.8 Desktop Lighting must provide 28 foot candles of illumination measured at the desktop level.

1.7.2.9 Provide quantity (One EA) 15-pound fire extinguisher.

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

1.7.2.11 Provide quantity (3 EA) double-pedestal desk, 30-inches wide by 48-inches long.

1.7.2.12 Provide quantity (3 EA) swivel chair with adjustable arm rests, and quantity (2 EA) straight-back chair.

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

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

1.7.2.14.1 Hot water must be maintained at 120 to 140 degrees Fahrenheit.

1.7.2.14.2 Provide quantity (One EA): lavatory, water closet, soap dispenser, and towel dispenser.

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

1.7.2.16 Provide quantity (One EA) lockable filing cabinet with each desk.

1.7.2.17 Provide quantity (One EA) cross cut paper shredder capable of shredding A3 and A4 size paper with 10 sheet capacity and paper receptacle.

1.7.2.18 Provide a private conference room with tables and chairs to accommodate a minimum of five persons for the entire contract period. This requirement can be satisfied by having reasonable access to Contractor facilities.

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

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

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

1.7.2.22 Provide quantity (One EA) trash can with each desk and in the lavatory.

1.7.2.23 Provide quantity (One EA) network copier/printer capable of printing A3, and A4 size paper. Printer/copier shall be accessible through the same network as connections in paragraph 1.7.2.7. Provide A3 and A4 size printing paper throughout the availability.

(I) (G) “STRUCTURAL INSPECTION”

1.7.3 Furnish One each well-lighted gangway and landing platform while the vessel is alongside the pier or in dry dock. Gangway and landing platform shall be a minimum of three feet in width and designed and constructed to support 75 pounds per square foot.

1.7.3.1 Maintain gangways free of dirt, debris, ice, snow, and foreign matter.

1.7.3.2 Inclination of gangway shall not exceed 30 degrees.

1.7.3.3 Illuminate the entire length of the gangway and adjacent areas with weather tight lights shielded to prevent temporary blinding of personnel.

1.7.4 Provide temporary 440 volt, 60 Hertz, 3-Phase, 400 amp electrical service for the vessel for the entire availability period. Connect electrical service via the vessels shore power receptacle using an Appleton AR40144 Female connector or equivalent.

1.7.5 Document the result of each inspection requirement throughout this Statement of Work.

1.7.6 Do not operate or utilize existing, newly installed, or repaired shipboard equipment for or in the performance of the Contractor’s work effort. Government will accomplish such operation when required for test and checkout purposes.

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

1.7.8 Provide a flammable storage locker sized to hold the anticipated paint for this project.

1.7.8.1 Storage locker shall be able to maintain stored paint from 70 degrees Fahrenheit to 80 degrees Fahrenheit.

1.7.8.2 Storage locker shall meet all Federal, State, and Local laws and regulations.

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. Materials and articles used for work performed shall be of commercial marine quality, conforming to the requirements of the Regulatory Bodies listed herein, unless specified to be otherwise.

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

1.10 Corrective Action Request (CAR): The Contractor is solely responsible for implementation of the Inspection and Quality Control System of 1.5.8. Government observer(s) will monitor production work performed at any time where work is ongoing. If, during the performance of work, the Government observer(s) witness work that: fails to meet specifications within this SOW, would lead to an unsatisfactory end product, damages Government Property, is a Safety Violation; the observer will alert the COR. Conditions that fail to meet specifications within this SOW may result in the Contractor being issued a CAR. Contractor shall respond in writing within 2 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 correspondence containing same information) in transferrable media, to communicate to the Contracting Officer COR concerning all conditions found, discrepancies noted, and other information requiring formal documentation. Provide the Contractor’s recommendation for corrective action to correct the condition found. Contractor’s estimated pricing (man-hours and materials) shall be provided separately to the Contracting Officer. Provide all inspection results including detailed measurements, photographs, sketches, and other means to accurately detail inspection results using FIGURE A, with attachments as necessary. The Government will review and respond to the submitted report. Additional repairs related to the found condition will be tasked if determined necessary by the Government. In the event difficulty is encountered in meeting requirements or difficulty is anticipated in complying with the contract schedule dates, immediately notify the Contracting Officer via verbal communication with the COR. Government receipt of notifications are not to be construed as a waiver of the requirements, delivery schedule, or waiver of rights or remedies provided by law or under this contract, or any other requirements in the SOW relating to jeopardy of contract schedule dates. Reports and notifications do not authorize the Contractor to perform additional work not covered by the contract or authorized by the Contracting Officer. (REQUIRED REPORT CDRL AXXX)

FIGURE A - CONDITION FOUND/INSPECTION DISCREPANCY REPORT

CFR Number________ Date: ______________

Vessel: Caisson 2 (DDC 2) Bangor

Section of Contract Affected: _____________________________________________

Description:

Impact:

Recommended Action:

C400 Response:

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. (REQUIRED REPORT CDRL AXXX)

1.13.3 Scaffolding: Contractor will install scaffolds and ladders where required to safely execute all work in this requirement. 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.

1.13.3.4.3 Do not connect scaffolding or containment structure to hand rails, stanchions or stanchion deck sockets.

1.13.3.5 Install a commercially available scaffold tag system on all scaffolds. The tagging system, as a minimum, shall be prominently attached to the scaffold structure, consist of green colored “Okay to Use” tag(s), red colored “Danger” tag(s), and accomplish the following:

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

1.13.3.5.2 Apply a red tag to indicate to users that the scaffold is being dismantled, is not yet completely erected, or for some reason is unsafe for use;

1.13.3.5.3 Apply a green tag to indicate to users that the scaffold is safe for use and is compliant with all OSHA regulations and other applicable requirements;

1.13.3.5.4 Ensure green tags contain the following information as a minimum: the location of the scaffolding structure; a unique reference number to identify each separate scaffolding structure, the date the scaffolding structure was first erected; the name(s) of the scaffold builder(s); the load rating of the scaffold structure; and the Competent Person’s printed name and signature.

1.13.3.5.5 Green tags shall be checked and initialed for daily by a Competent Person.

1.14 Hot Work/Welding: Prior to performance of any hot work on the vessel, certify a safe atmosphere exists in and around the work area before starting any work that may produce the heat of ignition, sparks or flame. Accomplish steps to make each area safe for hot work. A copy of the gas free certification shall be posted in accordance with applicable OSHA requirements.

1.14.1 All welding equipment and materials shall comply with the applicable requirements of American National Standards Institute/American Welding Society (ANSI/AWS D1.1) 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 hot work 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:

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

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 requirements of SSPC Painting Manual, Volume 1 and SSPC Painting Manual, Volume 2. Comply with the coating manufacturer’s requirements for the establishment and maintenance of environmental conditions and for coating thickness applications throughout the entire removal and preservation operation(s).

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

(REQUIRED REPORT CDRL AXXX)

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 sheets.

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 and maintain 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. (CDRL XXX)

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 product data sheets.

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

1.16.9 Paints shall not be thinned.

1.16.10 Hull and freeboard preservation coatings shall be fully cured prior to undocking and bump. 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 sheets minimum cure to service time schedule and are dry throughout their thicknesses.

1.16.11 Conduct Surface Chloride or Surface Conductivity measurements.

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

1.16.11.2 Readings shall be documented on Appendices 4 of 1.16.1.1.

1.16.12 Accomplish an inspection of the work area prior to installation of protective covering to identify the current condition of equipment, systems, and components, including any exposed cables, penetrations, stuffing tubes, and bolted cover plates. (CDRL XXXX)

(V)(G) “PROTECTIONS”

1.16.13 Ensure all protective measures are to be in place prior to start of any contamination-producing operations.

1.16.13.1 Install double curtain baffles at the entrance of each access door where airborne contamination could occur during contamination-producing operations. Install a dirt collecting mat on the deck directly inside each door. Secure and mark doors not designated for access.

1.16.14 Ensure temporary coverings are not removed during contamination-producing operations.

1.16.15 Ensure all protective measures remain in place until the contamination-producing operations are complete.

(V)(G) “PROTECTIONS REMOVAL”

1.16.16 Remove protective covering installed in 1.16.12 and 1.16.13 upon completion of contamination-producing operations. Identify any presence of contamination or damage created by contamination producing operations. Contamination/damage must be documented on the inspection record. (REQUIRED REPORT CDRL XXX)

1.16.16.1 Presence of contamination and/or damage created by contamination-producing operations is unacceptable and must be corrected.

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

150 gallons

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

650 gallons

Rags (contaminated with a known source)

1,000 pounds

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

326,000 pounds

Oil (Synthetic)

20 gallons

Sludge (Contaminated with a known hazardous waste)

300 gallons

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

1.17.1 The report shall include analysis or other method used to identify the waste and state whether each listed waste was hazardous (with generator assignment), non-hazardous, or did not exist.

1.17.1.1 Chemical analysis shall be accomplished by laboratories with state or EPA approved quality assurance programs.

1.17.2 The Contractor shall ensure that their cost proposal for the work proposed herein includes reasonable compensation for all anticipated cost of managing and disposing of the wastes listed above, and/or created or generated in the execution of the delivery order issued, in accordance with the requirements of 42 USC 6901-6992 Rev 1996, 49 USC 5103, 10 USC 7311 Rev 1/22/11. The Contractor shall include a 5-way break down of the anticipated costs associated with this effort in their offer.

1.17.3 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.

1.17.4 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.

1.17.5 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.

1.18.1 Accomplish procurement of all materials in time to support the production schedule and delivery of the caisson within in the contracted period of performance. (REQUIRED REPORT CDRL AXXX)

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. (REQUIRED REPORT CDRL AXXX)

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.

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. (REQUIRED REPORT CDRL AXXX)

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.

1.22.1.1 The list shall be available for Government review within one hour of request.

1.22.2 Maintain a list of Contractor’s National Fire Protection Association (NFPA) Marine Chemist certifying gas-free conditions for this project and a list identifying Contractor employees designated as “Competent Persons” in accordance with 29 CFR 1915.7. (REQUIRED REPORT CDRL XXX)

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

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

1.23.1 Develop a Test and Inspection Plan for each Test and Inspection required by zero and first tier references, each symbol (I) (V) (Q) (G) test/inspection and by this SOW, containing paragraph number or listed applicable reference requiring Tests and/or Inspection; identification of each component/system; description of each Test and/or Inspection; accept/reject criteria; date scheduled; Government notifications; date completed; and each Test and/or Inspection result Tests and inspections the contractor deems necessary to substantiate product conformance shall be included. (REQUIRED REPORT CDRL A0XX)

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

1.23.1.2 Provide the number of tests 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.

1.23.1.3 Be maintained at a contractor location.

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 and/or inspection. Incorporate safety precautions into each test and/or inspection procedure. Prepare all test and/or inspection documentation during the development and implementation of the acceptance test.

1.23.3.1 Whenever Government support is required for the operation of vessel equipment and/or systems, a minimum of 3 workday’s prior notification of the operational/test support requirement shall be provided to the COR.

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

1.23.3.4 The COR or his representative shall receive notification a minimum of 3 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/inspections using the applicable test procedure for systems and subsystems. Demonstrate compliance with the Specification requirements by satisfactory completion of the test. Complete all work prior to initial testing of that particular system or subsystem and in a timeframe sufficient to allow for correction of deficiencies prior to dock trials, sea trials, or other applicable milestones established in these specifications. Perform adjustments and testing prior to each scheduled acceptance test.

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

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

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

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

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

1.23.6.3 Government will consider the work in accordance with SOW paragraph incomplete if the contractor’s documentation and records are not complete.

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

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

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

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

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

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

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

1.23.7.4 (Q) inspections require verification and documentation by a qualified Technical Representative in accordance with 1.24 and associated PCP requirements.

1.23.7.5 The authority to accomplish, document, accept and reject (I) and (V) inspections may be delegated to qualified subcontractor personnel, without regards to geographical location, subject to COR approval.

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

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

1.23.7.7.1 For work being performed outside a 50-mile radius of the place of contract performance, the prime contractor must submit via approved transferrable media, of purchase orders to the COR within 2 days or otherwise as directed by the Government, prior to issue of purchase order and shipment of equipment. For contractors who do not utilize purchase orders as a vehicle for accomplishing work within their company, a report identifying the delineation of the specific SOW requirements, in lieu of the purchase order must be submitted to the COR.

1.24 Technical Representative: Provide the services of a qualified on-site Technical Representative to provide assistance in the process or processes, repair and testing of the equipment specified in the invoking SOW paragraphs. Technical Representative will only be contracted by the prime contractor and the same company cannot provide both the Technical Representative and perform the actual production work.

1.24.1 Submit, in approved transferable media, one copy of a report notifying the COR of the prime contractor’s identifying the OEM authorized service provider. Provide certification from the OEM to the COR that the vendor is an OEM-authorized service provider. (REQUIRED REPORT CDRL AXXX))

1.24.2 The Technical Representative must meet the following minimum…