N4523A-17-R-0009_Amendment_3.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

1) This amendment extends the response date to January 13, 2017, 2 pm PST.

2) This amendment incorporates Errata #1 changes to the Statement of Work.

3) This amendment incorporates Draw ing 205-4563432 Rev A1.

4) This amendment updates the 5 w ay breakdow n attachment to address Errata #1 and clarif ications to the specif ications.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 48

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 05-Jan-2017

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X N4523A-17-R-0009

X 9B. DATED (SEE ITEM 11)

09-Dec-2016

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

05-Jan-2017

CODE

PUGET SOUND NAVAL SHIPYARD CODE 441

1400 FARRAGUT AVE

BREMERTON WA 98314

N4523A 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N4523A-17-R-0009

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION A - SOLICITATION/CONTRACT FORM

The required response date/time has changed from 10-Jan-2017 12:00 AM to 13-Jan-2017 02:00 PM.

The depository location has changed from BULD 844 to BLD 844.

SECTION C - DESCRIPTIONS AND SPECIFICATIONS

The following have been modified:

STATEMENT OF WORK

Statement of Work (SOW) (Errata 1)

1.0 General Requirements: This document invokes the requirements applicable to the docking and maintenance work to be performed on One each YTB-836 Harbor Tug. 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:

LARGE HARBOR TUG (YTB-836) Built by MARINETTE MARINE

Length: 108 FT Draft: 14 FT

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

Age: 40 YRS Light Load 286 L Tons

Hull Type: Steel

1.2 Scope Overview: Coordinate with the Contracting Officer, via the Contracting Officer’s Representative

(COR) to deliver the vessel to the Contractor’s facility. Dock, wash, and clean the exterior surfaces of the vessel upon docking. Remove all fendering and replace all fendering fasteners. Blast, Inspect and Preserve the underwater

Hull. Preserve Air Conditioning cabinet. Modify Foam tank. Open, Clean, Inspect and preserve Tanks/Voids. Blast and preserve Aft Steering compartment. Disinfect and certify potable water system. Renew decking in the galley and crews mess. Renew nonskid on the main deck, boat deck and pilot house top. Disassemble, clean and preserve fairleads. Blast and preserve boat deck, stack, pilot house, port and starboard gear lockers. Remove, clean, inspect shaft, rudder stock, Rudder and propeller. Repair propeller blades. Rebuild steering cylinders and pumps. Replace aft steering gauge. Repair fathometer transducer, Relocate anemometer. Replace navigational lighting. Install electro/hydraulic mast lift. Repair ventilation system. Repair air conditioning system. Install monitoring system for aft winch. Accomplish sea valve repairs. Repair lagging on lube oil piping, Repair potable tank drain. Replace firemain proportioners with spool pieces. Clean, inspect strainers. Repair hydraulic hoses. Rebuild stern winch brake cylinder. Install hydraulic oil coolers. 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 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, including date trained.

1.5.5 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.

1.5.6 Maintain ASTM F-718 for all materials to be used by the Contractor to accomplish the requirements of this contract.

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

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

1.5.9 Maintain a copy of the Contractor’s Inspection and Quality Control System with copies of all related forms, reports, and other supporting documentation.

1.5.10 Maintain a copy of the Contractor’s Environmental Protection and Hazardous Waste Management

Plan, including Risk Management/Mitigation plans specific to this contract.

1.5.11 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 The Government will deliver the vessel from PSNS/IMF Everett, WA to the Contractors facility.

Upon completion of all work, the Government will take custody of vessel at the contractor’s facility. Contractor shall provide all materials, labor, and insurance bonds necessary for the period that the vessel is located at the

Contractor’s repair facility.

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 440 volt, 60 Hz, 3 phase, 100 amp electrical service to the vessel for the entire availability. It is estimated that a cumulative total of 6,000 Kilowatt Hour (KWH) of electrical usage will be used for the entire availability. Connect the separately metered electrical service equipment via the vessels shore power receptacle using a Hubbell C4100C7W female connector or equal.

1.7.3.1 Total KWH greater or less than the quantities listed in 1.7.3, when authorized by the

Contracting Officer, will be the subject of an equitable adjustment.

1.7.4 Provide separately metered electrical service equipment capable of supplying, monitoring, and measuring electrical usage for the industrial service type work specified in this SOW for the entire availability. It is estimated that a cumulative total of 200,000 KWH of electrical usage will be used for the entire availability.

1.7.4.1 Total KWH greater or less than the quantities listed in 1.7.4, when authorized by the

Contracting Officer, will be the subject of an equitable adjustment.

1.7.5 Document the result of each inspection requirement within 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. Vessel shall be free of visual contaminants such as oxide films, oils, grease, dust, dirt, or foreign material with all preservation coatings fully cured prior to final delivery to the Government.

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.

1.8.3.1 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.

1.8.3.2 DC plugs, wood, or wood products are prohibited for use in tanks/voids, and as blanks on pressurized systems.

1.8.4 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.

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

1.8.6 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 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 submitted in 1.5.9. 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: YTB-836 POKAGON

Section of Contract Affected: _____________________________________________

Description:

Impact:

Recommended Action:

C400 Response:

Signature of C400 Representative Date

Page ___ of ____

1.12 Interferences: Contractor pricing offered shall include removal and re-installation of all interferences associated with performance of the required work. The fact that interference is not shown on a plan or specifically identified in the specification item is not justification for a contract change. A physical check of each work site prior to bid submittal is strongly encouraged.

1.13 Safety Requirements: Comply with the requirements of 29 CFR Part 1915, 29 CFR 1910, and 29 CFR Part

1926, state and local laws, rules, and ordinances during contract performance.

1.13.1 General: Contractor shall be responsible for the compliance of the above requirements by all subcontractor personnel performing work related to this contract. In cases of conflict between the above regulations, the stricter of the requirements shall take precedence.

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

1.13.3 Scaffolding: PSNS & IMF has established additional standards above the OSHA minimum requirements when PSNS & IMF personnel are required to access or work from any scaffolding and associated ladders. These additional requirements are hereby invoked and are applicable to Contractor assembled scaffolding and ladders at any location where PSNS & IMF personnel administer the contract. Scaffolds and ladders shall meet the requirements of 29 CFR 1910.27, 29 CFR 1910.28.

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

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

1.13.3.1.2 Install standard toe-boards around all scaffold floor openings, except at the entrance to the swinging gate guardrail, on all exposed sides of through-platform access openings.

1.13.3.2 Install each ascending ladder section with a landing platform and with each ladder section platform in an offset position from the previous or adjacent ladder section for heights above 21 feet.

Position each ladder perpendicular to each landing or work platform to the greatest extent practicable.

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

1.13.3.4 Develop detailed engineered drawings and specifications for scaffolds when OSHA, ANSI, or manufacturers’ designed guidelines do not exist, such as for “hanging scaffolding”. Drawings and specifications shall be designed by a registered professional engineer and meet the following:

1.13.3.4.1 Maintain on the jobsite a copy of the detailed engineering drawings and specifications showing the sizes and spacing of members and the calculations developed for the engineered design(s).

1.13.3.4.2 Construct, load, and maintain scaffolding in accordance with the registered professional engineer’s design.

1.13.3.5 Install a commercially available scaffold tag system on all scaffolds. The tagging system, as a minimum, shall be prominently attached to the scaffold structure, consist of green colored “Okay to

Use” tag(s), red colored “Danger” tag(s), and accomplish the following:

1.13.3.5.1 Ensure that only qualified Competent Person’s apply tags;

1.13.3.5.2 Ensure that any scaffolds not properly tagged shall not be used;

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

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

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

1.13.3.5.6 Ensure green tags contain the following information as a minimum:

the location of the scaffolding structure; a unique reference number to identify each separate scaffolding structure, the date the scaffolding structure was first erected; the name(s) of the scaffold builder(s); the load rating of the scaffold structure; and the Competent Person’s printed name and signature.

1.14 Hot Work/Welding: Prior to performance of any hot work on the vessel, certify a safe atmosphere exists in and around the work area before starting any work that may produce the heat of ignition, sparks or flame.

Accomplish steps to make each area safe for hot work. A copy of the gas free certification shall be posted at the work site for the entire period that personnel entry into and around the work area is required.

1.14.1 All welding equipment and materials shall comply with the applicable requirements of American

National Standards Institute/American Welding Society (ANSI/AWS) 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 304 fasteners shall be substituted in lieu of brass. Consult the requirements of MIL-STD-777 and Naval Ships’ Technical Manual

(NSTM) Chapter 075 (S9086-CJ-STM-010) 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.

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

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.

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 DECKING: Accomplish all decking installation and repairs as follows:

1.17.1 OQE Information and Data Records: Measure, record, and maintain objective quality evidence

(OQE) information on Appendix C and Appendix D throughout the entire performance of decking operations.

1.17.2 Notifications: Notify the COR 2 work days prior to contamination containment installation completion, application of each primer / bond coat, underlayment coat, waterproof membrane, tile, grout, and sealer coat.

1.17.3 Containments: Install plastic sheeting containments in each compartment to prevent source contamination of decking system from above deck level. Containments shall be maintained for the duration of the decking operations.

1.17.4 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 deck openings and surfaces to prevent system contamination or equipment damage from decking operations. The use of cloth, polyvinyl sheet, paper, tape, rubber sheeting, and wood or wood products as FME prevention devices is prohibited.

1.17.4.1 Establish an FME log, record, and identify the location of each protective covering installed including each corresponding and specific measurement(s), location(s), and/or area(s) in relationship to structural members or from other suitable reference points.

1.17.4.2 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 decking and testing operations.

1.17.5 Environmental Establishment: Comply with the decking manufacturer’s F-718 for the establishment and maintenance of environmental conditions throughout the entire decking operation(s).

1.17.6 Pre-Surface Conditioning: Prior to decking system application remove unused remnants, clips, brackets, and weldments from decks and vertical surfaces receiving new deck coverings. Grind flush and smooth

100 percent of deck welds, weld pits and spatter, protrusions, projections and spikes. Chip and grind surfaces flush and smooth in way of removals.

1.17.7 Surface Cleanliness: Solvent clean surfaces prior to the start of each decking operation.

Accomplish the requirements of Surface Preparation Specification SSPC-SP-1 of Systems and Specifications, SSPC

Painting Manual, Volume 2.

1.17.8 Decking Installation: Each decking component installation shall be continuous through completion of each compartment. Underlayment and concrete shall be applied to produce a positive slope toward each drain.

1.17.9 Waterproof Membrane: Wet interior space deck installations shall have a waterproof membrane applied over the entire prepared deck surface to have Decking installed. The membrane shall overlap the cove base and up vertical surfaces the full height of the cove base.

1.17.10 CPD Slip Resistance: Aluminum oxide or glass beads shall be included in the final seal coat to provide a slip resistance minimum COF of 0.7 dry and 0.6 wet when tested in accordance with ASTM D2047.

1.17.11 CPD Color Flakes: Installation of color flakes shall be evenly applied to approximately 20 percent of each color coat area.

1.17.12 Cure Times: Each installed decking component shall cure a minimum of 24 hours before foot traffic and 48 hours before contact with water.

1.17.13 Final Acceptance: Decking system imperfections which may cause premature covering failure shall be corrected before final acceptance by the COR.

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

1.18 Environmental and Hazardous Waste Management: Comply with all federal, state, and local laws, codes, regulations, acts, ordinances, and rules for Environmental Protection and Hazardous Waste Management /

Disposal, including obtaining required licenses, generator identification number, and permits. Designate one employee responsible for Environmental and Hazardous Waste Management. All contract, manifests, invoices, and other documents related to the removal, storage, handling, transportation or disposal of hazardous waste shall bear a generator identification number issued to the Contractor pursuant to applicable law. Take actions to mitigate creation of hazardous waste by recycling and other available methods. All hazardous waste generated by work under this contract is anticipated to be Contractor generated and shall be the responsibility of the Contractor.

Estimated hazardous waste associated with work required in these Specifications is listed below:

Product Amount

Cleaning Solvents 100 gallons

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

100 gallons

Rags (contaminated with a known source) 200 pounds

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

6500 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.

1.18.1 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.

1.18.2 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.

1.18.3 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.

1.18.4 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.

1.19 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.

1.20 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 will 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.

1.21 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.

1.22 Integrated Logistic Support: Maintain legible original copies in approved transferrable media, of manufacturer supplied operating instructions, warranty information, service manuals and other supporting documents for all new equipment and parts to the COR, for items supplied by the Contractor.

1.23 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.

1.23.1 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.

1.23.2 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.

1.23.3 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.

1.24 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.

1.24.1 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.

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

1.24.1.2 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.

1.24.2 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.

1.24.3 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.

1.24.3.1 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.

1.24.3.2 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.

1.24.3.3 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.

1.24.3.4 The COR or his representative shall receive notification a minimum 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.

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

1.24.4 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.

1.24.4.1 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.

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

1.25 Compartment Arrival / Closeout Inspections:

1.25.1 Accomplish an inspection of 100 percent of each vessel compartment, identifying damage, deterioration, missing components, discrepancies, and areas of concern prior to the start of work on the vessel.

1.25.1.1 Notify the COR no later than One work day prior to conducting the inspection.

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

1.25.3 Develop a compartment closeout schedule no later than the 75 percent completion point of the vessel availability schedule.

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

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

1.25.4 Accomplish a final joint inspection with the COR of each vessel compartment upon completion of production work and prior to Vessel delivery.

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

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

Hazardous Waste

2) 29 CFR 1910 Occupational Safety and Health Standards

3) 29 CFR 1915 Occupational Safety and Health Standards for Shipyard

Employment

4) ABS Standard American Bureau of Shipbuilding Part 4 Rules for Classing

Steel Vessels

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

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

Components for Naval Surface Ships

7) NSTM Chapter 074 Volume One Welding and Allied Processes

8) NSTM Chapter 075 Threaded Fasteners

9) NSTM Chapter 243 Rev 3 Propulsion Shafting

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

11) PVB20-S-20-11 Vickers Service Manual

12) S2803-980209 Rev L Label Plates

13) S2804-921819 Rev C Distinguishing Figures

14) S9253-AD-MMM-010 Maintenance Manual for Valves, Traps and Orifices (Non-

Nuclear)

15) Shipalt 135 INSTL Digital Ind Fathometer

16) SSPC Painting Manual, Volume 2 Systems and Specifications

17) NSTM Chapter 245 Naval Ships’ Technical Manual Propellers and Propulsors

18) S9243-AW-TRS-011/0203-086-501A Technical Repair Standard for Surface Ships Main propulsion

Shafting Refurbishment Procedures

19) S9245-AR-TSM-010/PROP Technical Manual Marine Propeller Inspection, Repair and

Certification

20) T9074-AS-GEB-010/271 Requirements for Nondestructive Testing Methods

21) YTB-211 K Winch System Install

22) 0942-LP-015-8010 Technical Manual Marine Propulsion Gear Drive for Model

36VRMGS

Drawing Number Title

1) Appendix C CPD (Cosmetic Polymeric Decking) Progress

Completion Log

2) Appendix D Decking System Application and Consumption Log

3) 100-4563407 Rev A Shell Expansion

4) 100-4563408 Rev A2 Bulwarks

5) 112-4563418 Rev A3 Main Engine Reduction Gear & General Foundations

6) 120-4442381 Rev A1 Seachest Details

7) 145-4442385 Rev B Gen Arrangement Decks

8) 145-4563481 Rev D Otbd & Inboard Profile

9) 145-4563482 Rev C Gen Arrangement Decks

10) 203-4563427 Stern Tube and Stuffing Box

11) 203-4563428 Rev A1…