DrummondSpec.doc

USCGC DRUMMOND (WPB-1323)

110 FOOT B CLASS PATROL BOAT

SPECIFICATION FOR DOCKSIDE REPAIRS

Developed By:

CWO KIESEL

Commander (v) Maintenance and Logistics Command, Atlantic 300 E. Main Street, Suite (600) Norfolk, VA 23510-9102

TABLE OF CONTENTS

Work Item Title Page iiList of Sketches

Revisions Record iii List of Applicable References iv List of Government-furnished Property vii List of Critical Inspection Items viii Specification Feedback ix Principal Characteristics x General Requirements Clean and Inspect Fuel and Oil Tanks (Includes Disposal) Preserve and Disinfect Potable Water Tanks Preserve Superstructure Renew Main Diesel Engine Renew Insulation in Battery Space Renew Deck Covering System(s) Install P-100 Fixed Piping (EC 110-C-126) Renew Stanchion Renew A/C Piping Replace Non-Skid Deck Pads Overhaul Vaneaxial Fan and Motor Assemblies

List of Sketches

Work

Item Sketch Number Page This section is not applicable to this package.

Revisions Record

This page is used to record specification revisions, which may have occurred subsequent to a Revision 0 (Rev-0) package. Information listed is intended to provide contractors and field unit personnel a means to ensure all the current specification revision pages are present when reviewing or utilizing this specification package.

NOTE: All work item and paragraph numbers listed above for a given revision correspond to same numbers in the previous revision. This revised specification is self-contained with all of the above listed changes incorporated.

List of Applicable References

The below-listed documents form a part of this specification to the extent specified herein. Approval/publication dates or revision dates/numbers are also identified, to ensure that same document versions are used at time of specification writing and during contract execution. Electronic copies of the latest Editions of MLCA Standard Specifications are available on the Internet and may be accessed at the following Internet Uniform Resource Locator (URL) address: http://www.uscg.mil/mlclant/vdiv/specs/default.htm. Guidance for obtaining copies of all other documents referenced herein is provided in the solicitation.

Order of precedence. In the event of conflicts between text of this specification and the applicable references specified herein, order of precedence shall be in accordance with MLCA Standard Specification 0000_STD, paragraph 3.2 (Order of precedence), unless otherwise specified by the Contracting Officer (KO). The Contractor shall immediately notify the KO in writing of any perceived conflicts contained herein. Nothing in these documents, however, supersedes applicable laws and regulations, unless a specific exemption has been obtained.

FEDERAL AND MILITARY SPECIFICATIONS AND STANDARDS

MIL-D-16791, Jan 1993, Detergents, General Purpose (Liquid, Nonionic)

MIL-PRF-24613, Dec 1990, Deck Covering Materials, Interior, Cosmetic Polymeric

OTHER GOVERNMENT DOCUMENTS, DRAWINGS, AND PUBLICATIONS

DOCUMENTS

Coast Guard Maintenance and Logistics Command Atlantic (MLCA), Standard Specification 0000_STD, 2006 Edition, General Requirements

Coast Guard Maintenance and Logistics Command Atlantic (MLCA), Standard Specification 0740_STD, 2004 Edition, Welding and Allied Processes

Coast Guard Maintenance and Logistics Command Atlantic (MLCA), Standard Specification 1001_STD, 2004 Edition, Temporary Hull Accesses

Coast Guard Maintenance and Logistics Command Atlantic (MLCA), Standard Specification 3141_STD, 2004 Edition, Overhaul Electrical Rotating Machines Coast Guard Maintenance and Logistics Command Atlantic (MLCA), Standard Specification 6341_STD, 2004 Edition, Renew Deck Covering Systems

DRAWINGS

Coast Guard Drawing 110 WPB 085-004, Rev-, Superstructure Lines Plan Coast Guard Drawing 110 WPB 331-003, Rev A, P-100 Pump Portable Heater Receptacle

Coast Guard Drawing 110 WPB 501-001, Rev C, Piping System Schematics

Coast Guard Drawing 110 WPB 522-001, Rev C, P-100 Pump Installation Arrgt and Details

Coast Guard Drawing 110B WPB 201-002, Rev A, Propulsion Configuration

Coast Guard Drawing 110B WPB 201-003, Rev C, Machinery Arrangement (List of Components) Coast Guard Drawing 110B WPB 521-003, Rev B, P-100 Pump Fixed Pipe Installation

Coast Guard Drawing 110B WPB 612-001, Handrail & Grabrail Details.

Coast Guard Drawing 110B WPB 635-001, Rev C, Linings and Insulation Plan

Coast Guard Drawing 110C WPB 501-001, Rev H, Piping System Schematics

PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Color Manual Coast Guard Technical Publications 3094, Jan 2002, Manufacturer's O&M Instruction Book, Paxman Diesels Limited Coast Guard Technical Publications 3095, July 2005, Manufacturer's O&M Instruction Book, Paxman Diesels Limited

INDUSTRY STANDARDS

American National Standards Institute/NSF International (ANSI/NSF) 61, 2005, Drinking Water System Components - Health Effects

American Water Works Association (AWWA) C652, 2002, Disinfection of Water-Storage Facilities

ASTM International (ASTM) E797, 2005, Standard Practice for Measuring Thickness by Manual Ultrasonic Pulse-Echo Contact Method ASTM International D1330, 2004, Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) D3951, Reapproved 2004, Standard Practice for Commercial Packaging

ASTM International E797, 2005, Standard Practice for Measuring Thickness by Manual Ultrasonic Pulse-Echo Contact Method

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 1998, Cork and Rubber Composition Sheet; For Aromatic Fuel And Oil Resistant Gaskets

International Standard Organization (ISO) 2953, 1999, Mechanical Vibration, Balancing Machines, Description and Evaluation

List of Government-furnished Property

The following is a list of property, which the Government will furnish. This list supersedes any other material obligations indicated or implied by referenced drawings.

($/Unit)

NSN: 0000-XF-C00-1248

GSA Contract # GS-07F-9853H

*Government-loaned property, which shall be returned to the vessel upon completion of the availability.

**New or refurbished equipment that the Government may provide for installation in place of existing equipment.

***Government-furnished property, which is to be supplied by either the vessel, Electronic Systems Support Unit (ESU) or local Electronic Support Detachment (ESD).

List of Critical Inspection Items

The following is a list of work items, which contain Critical Inspection reports, which the Contractor must complete within the first 25% of the availability contract period (see Std Spec 0000_STD, paragraph 3.6.2 (Inspection report particulars)):

Work Item Title

Preserve and Disinfect Potable Water Tanks

Renew Main Diesel Engine

Specification Feedback

The intent of this section is to inform all users that a spec feedback mechanism is in place, and is located on the MLCA Naval Engineering Division’s website. Spec feedback is a very important part of our overall continuous improvement process, and is crucial to specification development. It will allow spec writers to capture all specification-related lessons learned, and avoid mistakes or ambiguities in follow-on availabilities. All feedback will be reviewed, evaluated, and responded to in a timely manner.

If you have access to the CGWeb (Intranet), please use the following link, which will connect you to the MLCA(v) Naval Engineering website, for submitting your feedbacks:

http://webapps.mlca.uscg.mil/vdiv/specifications/feedback/default.cfm

If you do not have access to the CGWeb (Intranet), you may still submit your feedbacks, using the following web link:

http://www.uscg.mil/mlclant/VDiv/specs/specfeedback.htm

PC_110B_WPB

(22 Jan 2007) Principal Characteristics

110’WPB (B CLASS)PATROL BOAT

PROPELLER / SHAFT

00000N_FLT (20 Apr 2007)

General Requirements

1. SCOPE

1.1 Scope. This item describes the general requirements to be followed by the Contractor while conducting this availability.

2. APPLICABLE DOCUMENTS

Coast Guard Maintenance and Logistics Command Atlantic (MLCA), Standard Specification 0000_STD, 2006 Edition, General Requirements Coast Guard Maintenance and Logistics Command Atlantic (MLCA) Standard Specification 0740_STD, 2004 Edition, Welding and Allied Processes Coast Guard Commandant Instruction (COMDTINST) M10360.3 (Series) Jun 2006, Coatings and Color Manual

3. REQUIREMENTS

3.1 General. The Contractor shall conform to all requirements specified in Std Spec 0000_STD and in this item, as applicable, during the performance of this availability.

NOTICE!

The requirements of paragraph 3.1 (General) applies to all work under the scope of this contract, whether explicitly stated in work items or not, and also to all other work subsequently authorized by changes, modifications, or extensions to the contract.

3.2 Contractor-provided fire extinguishers. The Contractor shall provide portable fire extinguishers.

3.3 Welding and brazing requirements. The Contractor shall perform all welding and allied processes, and nondestructive inspection (NDI), in accordance with Std Spec 0740_STD.

4. QUALITY ASSURANCE

No additional requirements.

5. NOTES

5.1 Access to COMDTINST M10360.3. The COMDTINST M10360.3 may be accessed at the following URL address: http://www.uscg.mil/ccs/cit/cim/directives/cim/cim_10360_3c.pdf.

5.2 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in Std Spec 0000_STD to be completed and submitted during preservation of “critical-coated surfaces”, are provided at the end of this item.

QA-1: QUALITY ASSURANCE INSPECTION FORM - PRESERVATION CHECKLIST

CHECKPOINT 1 – COATING SYSTEM COMPLIANCE

Ensure all coatings are in compliance with COMDTINST M10360.3, Appendix C.

CHECKPOINT 2 - PAINT STORAGE

Ensure all coatings are kept at a temperature of 65 to 85°F at all times, unless otherwise specified by the coating manufacturer(s).

CHECKPOINT 3 - AMBIENT CONDITIONS

Ensure surface and surrounding temperatures are each between 50 and 90°F for water-based coatings, and 35 and 95°F for other coatings, unless otherwise specified by the coating manufacturer(s).

Ensure maximum relative humidity (RH) is as follows, from surface preparations through final curing of topcoat: 50% for tanks, voids, and vent plenum; and 85% for all other areas, unless otherwise specified by manufacturer(s).

Ensure surface temperature is at least 5°F above the dew point, unless otherwise specified by the coating manufacturer(s).

CHECKPOINT 4 - PRE-SURFACE PREPARATION

Remove surface contaminants (soluble salts, loose rust, mud, and marine growth) with low pressure fresh water wash down (maximum 5,000 psi). If oil and grease are present, perform solvent cleaning, as per SSPC SP-1.

CHECKPOINT 5 - SURFACE PREPARATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure cleanliness of prepared surface is as per specification (i.e.: SSPC SP-12, SP-11, SP-10…).

Verify surface anchor profile (1.5-3.5 mils for abrasive-blasted steel surfaces; 1.0 mil (minimum) for power-tool cleaned surfaces; 1.0-1.5 mils for abrasive-blasted aluminum surfaces); and 1.5 –2.5 for surfaces to be coated w/single coat of inorganic zinc).

Measure soluble salt conductivity (5 measurements per 1000 sqft) – maximum threshold: 70 microsiemens/cm for non-submerged surfaces and 30 microsiemens/cm for submerged surfaces.

CHECKPOINT 6 - PRIMER COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Verify proper mixing and stand-in (induction) times.

Ensure no paint is applied when the temperature is expected to drop to freezing before the paint has dried.

Ensure surfaces are completely dry, unless otherwise allowed by the Coating Manufacturer(s).

Verify wet film thickness at random, to prevent under or over application.

Brush out all runs, sags, drips, and puddles.

Perform visual inspection for holidays and other defects.

CHECKPOINT 7 – STRIPE COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

After primer coat (mist coat after inorganic zinc), brush-apply un-thinned coat of same primer paint over edges, weld seams, cut-outs, and areas of complex geometries @ 3-4 mils wet film thickness (WFT).

CHECKPOINT 8 – TOP COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

Verify proper mixing and stand-in (induction) times, as applicable.

Verify wet film thickness at random, to prevent under or over application.

Brush out all runs, sags, drips, and puddles.

CHECKPOINT 9 – FINAL INSPECTION

Verify final system dry film thickness.

Verify system cure for service resumption - U/W Body surfaces: 5-8 hours @ 77 degrees F; Potable water tanks: 7 days @ 77 degrees F.

Ensure potable water tank exhaust ventilation is maintained continuously from and during coating application through final system cure (minimum 7 days @ 77 degrees F.), to exhaust all solvent to the atmosphere and to prevent solvent entrapment.

CHECKPOINT 10 – RECORD KEEPING

Complete, sign, and submit all provided QA Inspection Forms.

Signature of Inspector:______________________________________________________Date:____________

QA-2. QUALITY ASSURANCE INSPECTION FORM

ENVIRONMENTAL READINGS

(Use one sheet for each activity. Record conditions every four hours from before surface preparation to application of final coating system coat)

.Signature of Inspector:__________________________________________________Date:____________

QA-3 QUALITY ASSURANCE INSPECTION FORM

SURFACE PROFILE LOG

Vessel Name And Hull Number:__________________________________________________ Work Item Title:_______________________________________________________________ Location Of Work (Including Frame Numbers):_____________________________________ Area (Square Feet):_____________ Surface Preparation Method:_____________________________________________________ Abrasive Manufacturer And Size:_________________________________________________ Degreasing Method Used:________________________________________________________ Number Of Hours Surfaces (Steel Only) Left Unpainted:______________________________ Sweep blasting performed to remove flash rusting (steel)? Yes/No:_____________________ Place Surface Profile Replica Tapes In The Spaces Provided Below, To Serve As Permanent QA record.

Maintain separate log for each area/location. When an Area Is Divided Into Separate Sections, Maintain A Separate Log for Each Section.

AVERAGE MILS

(IAW ASTM D4417, METHOD C)

Place Surface Profile Replica Tape Here

Reading:__________ mils

· Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Date and Time:__________________________________________________ Location of Surface Profile Measurements:___________________________________________________________ Signature of Inspector:____________________________________________________________________________

QA-4. QUALITY ASSURANCE INSPECTION FORM

SURFACE SOLUBLE SALT CONDUCTIVITY LOG

Vessel Name and Hull Number:__________________________________________________ Work Item Title:_______________________________________________________________ Location of Work (including frame numbers):_______________________________________ Area (square feet):____________

(microsiemens/cm)

Date and Time:_________________________________________ Signature of Inspector:___________________________________

QA-5. QUALITY ASSURANCE DATA FORM

DRY FILM THICKNESS (DFT) MEASUREMENTS IAW SSPC PA-2

(Use one sheet for each sequence) Vessel Name and Hull Number:__________________________________________________ Work Item Title:______________________________________________________________ Coating Manufacturer:_________________________________________________________ Product Name:________________________________________________________________ Batch Number:________________________________________________________________ Induction Time:_______________________________________________________________ Coating System Sequence (Indicate whether: primer, touch-up primer, barrier coat, 3rd coat…):__________________

DFT

MEASUREMENT NUMBER

Application Method (Airless, Conventional Spray, Rolled):____________________ Average DFT: __________________________________________________________ Date and Time: _________________________________________________________ Signature of Inspector: ___________________________________ 12311A_FLT (31 Aug 2006)

110B WPB (03 July 2007)

WORK ITEM 1: Clean and Inspect Fuel and Oil Tanks (Includes Disposal)

1. SCOPE

1.1 Scope. This work item describes the requirements for the Contractor to clean the following tank(s):

(gallons)

*Due to the complex geometrical shape and hard accessibility, it is very difficult to perform thorough visual inspection of these tanks.

**These tanks are preserved.

2. APPLICABLE DOCUMENTS

Coast Guard Maintenance and Logistics Command Atlantic (MLCA), Standard Specification 0740_STD, 2004 Edition, Welding and Allied Processes Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 1998, Cork and Rubber Composition Sheet; For Aromatic Fuel And Oil Resistant Gaskets

3. REQUIREMENTS

3.1 General. The Contractor shall accomplish the following for the designated tank(s):

3.1.1 Operational test - initial. Prior to commencement of work, the Contractor shall witness an operational pre-test (by Coast Guard personnel) of all designated tank TLIs to demonstrate existing operational condition.

3.1.2 Tank content removal. The Contractor shall remove and dispose of up to 3,000 gallons of fuel and up to 50 gallons of oily water.

NOTICE!

Vessel may come in with less fuel than specified above.

3.1.3 Cleaning requirements. Remove tank cover(s); clean tank interior surfaces free of all foreign materials, such as sediment or sludge, taking care not to damage the coating system (if applicable). Remove cleaning media and residues continuously during the washing process. Remove any residual wash media and wipe up residual moisture with clean cloths.

3.1.4 Tank content and waste disposal. Dispose of tank contents and all cleaning fluids in compliance with all applicable Federal, state, and local laws, ordinances and regulations. Document a complete chain of custody record of the removed tank contents and generated wastes, from the vessel to the point of final destination or delivery. Submit document to the COR upon completion of work.

3.1.5 Inspection. Visually inspect all tank interior surfaces, including, but not limited to bulkheads, floor and overhead plating, structural members, manhole cover surfaces, fasteners and gasket seating surfaces. Submit a CFR including the following, as applicable:

· Tank structural condition.

· Inaccessible areas.

· Condition of tank coating, including measurements taken, percentage, location, and type of coating failure.

· Tank level indicator (TLI) and/or float switch condition.

· Sounding tube and striker plate condition.

· Suction and discharge piping condition.

· Fastener material and condition (correct fastener material is stainless steel).

3.2 Tank closing. The Contractor shall ensure that the tank(s) remain open for approximately 24 hours after completion of all authorized repair and preservation procedures. Notify the COR at least 24 hours prior to closing the tank(s). After satisfactory inspection by the Coast Guard Inspector and completion of all authorized repairs, close tank manhole cover(s) with new gasket material conforming to AMS-C-6183.

4. QUALITY ASSURANCE

4.1 Operational test - final. In the presence of the Coast Guard Inspector, the Contractor shall thoroughly test and prove the TLIs to be in satisfactory operating condition (see 5.1 (Equipment operation)).

5. NOTES

5.1 Equipment operation. Coast Guard personnel will operate all shipboard machinery and equipment during all operational tests.

63114A_FLT (03 July 2007) 110B WPB (03 Aug 2007) WORK ITEM 2: Preserve and Disinfect Potable Water Tanks

1. SCOPE

1.1 Scope. This work item describes the requirements for the Contractor to preserve and disinfect the below-designated tank(s):

Coast Guard Maintenance and Logistics Command Atlantic (MLCA), Standard Specification 0000_STD, 2006 Edition, General Requirements Coast Guard Maintenance and Logistics Command Atlantic (MLCA), Standard Specification 1001_STD, 2004 Edition, Temporary Hull Accesses Coast Guard Commandant Instruction (COMDTINST) M10360.3 (Series), Coatings and Color Manual American National Standards Institute/NSF International (ANSI/NSF) 61, 2005, Drinking Water System Components - Health Effects American Water Works Association (AWWA) C652, 2002, Disinfection of Water-Storage Facilities ASTM International E797, 2005, Standard Practice for Measuring Thickness by Manual Ultrasonic Pulse-Echo Contact Method

3. REQUIREMENTS

3.1 Critical Inspection Report. The Contractor shall submit a critical inspection report (CIR) for the inspections listed in the following paragraph(s):

· 3.4 (Inspection).

3.2 Content removal. The Contractor shall remove and dispose of all tank contents, in accordance with all applicable Federal, State, and local regulations.

3.3 Access and temporary openings. The Contractor shall remove and retain the tank manhole cover(s). Due to limited access to work areas the Contractor may, with express permission of the COR (via submission of a CFR), cut access holes to facilitate accomplishment of the work specified herein. Perform all work required to open and close the access openings in accordance with Std Spec 1001_STD.

3.4 Inspection. After surface preparation and before coating application, the Contractor shall visually inspect all interior surfaces and manhole surfaces, including, but not limited to bulkheads, floor and overhead plating, structural members, manhole cover surfaces, fasteners and gasket seating surfaces. Submit a CFR including the following, as applicable:

· Tank structural condition.

· Inaccessible areas, if any.

· Tank level indicator (TLI) condition.

· Sounding tube and striker plate condition.

· Suction and discharge piping.

3.4.1 Ultrasonic thickness measurement. The Contractor shall perform a total of 200 thickness measurements of potable water tanks, in locations designated by the Coast Guard Inspector. Submit a CFR. The ultrasonic apparatus, procedure requirements, and report shall be in accordance with ASTM E797. The report results shall additionally include, for each test point:

· Location.

· Original metal thickness.

· Measured metal thickness.

· Percent deterioration (calculation is based on the original metal thickness).

3.5 Preservation requirements. The Contractor shall preserve tank interior surfaces, using the coating system specified for "Tanks and Voids (Potable Water Tanks)", in COMDTINST M10360.3, Appendix B (Cutters and Boat Interior Paint Systems). If preservation is for less than 100 percent of tank interior surfaces, power tool clean all affected surfaces to “bare metal”, in lieu of using abrasive blasting; and feather edges of existing intact coating to the prepared areas, in order to provide a smooth transition with the new paint.

3.6 Closing. The Contractor shall ensure that the manhole(s) remain open for approximately 24 hours after completion of the tasks specified above. After satisfactory inspection by the Coast Guard Inspector, accomplish the following:

· Reinspect all TLIs, as applicable, to verify proper operation.

· Reinstall the manhole cover(s) with new gasket material conforming to ANSI/NSF 61.

3.7 Tank disinfecting. After all other work involving the potable water system and tank closing have been completed, the Contractor shall disinfect and treat the affected potable water tank(s), as necessary to meet or exceed the requirements of AWWA C652. After tank disinfecting, pump all treated water overboard, using Contractor-supplied equipment.

WARNING!

Ensure that no one enters the tanks once disinfection is completed.

4. QUALITY ASSURANCE

4.1 In-process quality control measures. The Contractor shall abide by all the safety, preservation, and quality control requirements specified in Std Spec 0000_STD, paragraph titled “General preservation requirements.

4.2 Apparatus standardization. The Contractor shall perform ultrasonic equipment standardization in accordance with ASTM E797, Section 7 (Standardization of Apparatus) and Section 8 (Technical Hazards).

NOTICE!

Surfaces being preserved are considered “critical-coated surfaces”.

5. NOTES

This section is not applicable to this work item.

63150N_FLT (30 May 2007) 110 WPB (21 Dec 2006) WORK ITEM 3: Preserve Superstructure

1.1 Scope. This work item describes the requirements for the Contractor to preserve the aluminum Superstructure surfaces.

2. APPLICABLE DOCUMENTS

Coast Guard Maintenance and Logistics Command Atlantic (MLCA), Standard Specification 0000_STD, 2006 Edition, General Requirements Coast Guard Commandant Instruction (COMDTINST) M10360.3 (Series), Coatings and Color Manual Coast Guard Drawing 110 WPB 085-004, Rev-, Superstructure Lines Plan

3. REQUIREMENTS

3.1 General.

3.1.1 Protective measures. The Contractor shall protect non-affected vessel’s equipment, components, and spaces during surface preparation and coating application procedures, as specified in paragraph titled “Protective measures” in Std Spec 0000_STD. List of equipment/component includes, but is not limited to:

· Life lines.

· Bulkheads.

· Port lights.

· Deck surfaces.

3.1.2 Substrate inspection. After completion of surface preparation and before coating application, the Contractor shall perform a visual inspection of the prepared substrate, and submit a CFR.

NOTICE!

Superstructure will not be sand blasted

3.2 General preservation requirements. The Contractor shall prepare and coat the aluminum Superstructure surfaces, using the system specified for “Freeboard/Superstructure/Mast (Freeboard/Superstructure) in COMDTINST M10360.3, Appendix A (Cutters and Boats Painting Systems). Select the following:

· “Option I” coating system, for the applicable substrate.

· White (17925) as the top/finish coat color.

4. QUALITY ASSURANCE

4.1 In-process quality control measures. The Contractor shall abide by all the safety, preservation, and quality control requirements specified in Std Spec 0000_STD, paragraph titled “General preservation requirements.

NOTICE!

Surfaces being preserved are considered “critical-coated surfaces”.

5. NOTES

5.1 Definition of superstructure surfaces. The superstructure, as specified herein, is defined as exterior vertical and horizontal surfaces shown on Coast Guard Drawing 110 WPB 085-004 (excluding deck, mast, and stack surfaces), from the Main Deck Level up, including, but not limited to the following: exterior shell, bulkheads, and all attachments secured or bracketed to bulkheads, doors, stacks, ladders, metallic rails, stanchions, stand-offs, brackets, piping, stuffing tubes, vent ducting, structural tees, angles, and gussets, forward side of the deck house (extending above the main deck), and the undersides of all overhangs and overheads.

5.2 Decals. The vessel's unit will install all ship emblems, commendation and service insignia, and control substance contraband seizure logos, as applicable.

23340L_110 WPB (15 May 2007)

1323_F (04 Oct 2007)

WORK ITEM 4: Renew Main Diesel Engine

1.1 Scope. This work item describes the requirements for the Contractor to renew number two main diesel engine.

2. APPLICABLE DOCUMENTS

Coast Guard Maintenance and Logistics Command Atlantic (MLCA), Standard Specification 0740_STD, 2004 Edition, Welding and Allied Processes Coast Guard Drawing 110B WPB 201-002, Rev A, Propulsion Configuration Coast Guard Drawing 110B WPB 201-003, Rev C, Machinery Arrangement (List of Components) Coast Guard Drawing 110B WPB 201-003, Rev C, Machinery Arrangement (List of Components) Coast Guard Technical Publications 3094, Jan 2002, Manufacturer's O&M Instruction Book, Paxman Diesels Limited Coast Guard Technical Publications 3095, July 2005, Manufacturer's O&M Instruction Book, Paxman Diesels Limited

3. REQUIREMENTS

3.1 General. The Contractor shall correct any misalignment between the designated main engine and reduction gear using TP 3094 and 3095 and Coast Guard Drawings 110B WPB 201-002 and 110B WPB 201-003 as guidance.

3.1.1 Related work items. The Contractor shall accomplish this work item in conjunction with the following, which is a separate work items in this specification package

· "Install P-100 Fixed Piping"

· "Presrve Superstructure"

3.2 Interferences. The Contractor shall be aware that interferences in way of work include, but are not limited to the following:

0 Soft patch.

1 RHI

2 Electrical fixtures.

3 Controllers and cabling.

4 Insulation.

5 Ducting.

3.3 Preparation Contractor shall close valves, drain, and disconnect the engine fluid systems; including fuel oil supply and return, seawater, hydraulic oil, and lube oil. System drained fluids shall be removed from the boat and disposed of in accordance with all Federal, state, and local regulations.

3.3.1 Remove designated engine from the cutter in accordance with TP 3094 and 3095.

3.3.2 Visually inspect the engine bed and foundation bolts for structural deformation and rust. Submit a CFR.

3.3.3 Prepare and package the engine for shipment. Drain all fluids from the engine before packaging. Remove all electrical connections, and seal off sockets with a suitable adhesive tape. All screwed connections must be sealed with plastic or metal blanking caps. All flanged connections must be fitted with suitable wooden blanks, sealed in position with waterproof adhesive tape. All openings to atmosphere should be covered with waterproof paper and sealed with waterproof adhesive tape. Exhaust pipes and any other orifices over 3 inches in diameter should be blanked off with wooden flanges and sealed with adhesive tape.

3.3.4 Attach the following labels to the removed engine, ensuring that they are in a prominent position, stating:

1. "NO OIL OR WATER, DO NOT TURN!".

2. "ENGINE REMOVED FROM SERVICE - Date__________".

3.3.5 Notify the COR at least 24 hours prior to closing shipping crate. Turn over crated engine to the PA as an MTI item.

3.4 Installation Contractor shall prepare the GFP engine for installation in accordance with TP 3094 and 3095 and have the Coast Guard Inspector verify that all required items have been removed from the old engine and installed on the GFP engine before installing in cutter. Install the new GFP engine into new GFP foundation mounts.

3.4.1 Renew all disturbed gaskets prior to installing engine.

3.4.2 Refill the engine fluid systems with GFP fluids in accordance with TP 3094 and 3095.

3.4.3 After the completion of all work, reinstall access soft patch with new gasket and new fasteners. Reinstall all interferences removed to accomplish this work. An approved sealant may be used in addition to the new gasket to ensure there are no water leaks.

3.5 Alignment. Proper engine to reduction gear alignment shall be performed as follows:

3.5.1 Alignment between flywheel and flexible coupling. The Contractor shall check the flywheel to flexible coupling alignment 24 hours after the vessel has required fuel and is at 95% of normal operating condition. Use weights to meet the 95% normal operating condition if the actual equipment is not readily available. Submit CFR.

3.5.1.1 Parallel or bore alignment. Position the flywheel and flexible coupling to within 0.5" of each other and place a straight edge at the following points, Top/Bottom, and Outboard/Inboard. The bore or parallel misalignment shall not be greater than 0.0025 inches.

3.5.1.2 Angular or Face Alignment. Bring the coupling flanges forward to within 0.5" face gap at all points about the diameter of the flanges. Take measurements of face gap at four equally spaced positions on the flange diameters using feeler gauge. Compare diametrically opposite face gap readings top to bottom, and inboard to outboard. Subtract the smaller of diametrically opposite readings from the larger. The resulting difference is proportional to the amount of angular or face misalignment. These readings shall not exceed 0.0005 inches per inch of companion flange outside diameter.

3.6 Critical Inspection Report. The Contractor shall submit a critical inspection report (CIR) for the alignment listed in the following paragraph(s):

· 3.5 (Alignment).

4. QUALITY ASSURANCE

4.1 Water hose test. The Contractor shall inspect and test all affected boundaries in accordance with Std Spec 0740_STD, Appendix C.

4.2 Operational test – final. In the presence of the Coast Guard Inspector, the Contractor shall thoroughly test and prove to be in satisfactory operating condition all items or shipboard devices that have been disturbed, used, repaired, altered, or installed (see 5.2 (Equipment operation)).

5.1 Government-furnished property.

5.2 Equipment operation. Coast Guard personnel will operate all shipboard machinery and equipment during all tests.

S63500Z_1332 (05 Jan 2006)

1323_F (07 August 2007)

WORK ITEM 5: Renew Insulation in Battery Space

1. SCOPE

1.1 Scope. This work item describes the requirements for the Contractor to replace the insulation in the following area.

APPROXIMATLY (sqft)

Coast Guard Maintenance and Logistics Command Atlantic (MLCA), Standard Specification 0000_STD, 2006 Edition, General Requirements Coast Guard Drawing 110B WPB 635-001, Rev C, Linings and Insulation Plan Coast Guard Commandant Instruction (COMDTINST) M10360.3, Coatings and Color Manual ASTM International (ASTM) E797, 2005, Standard Practice for Measuring Thickness by Manual Ultrasonic Pulse-Echo Contact Method

3. REQUIREMENTS

3.1 General.3.1.1 Related work items. The Contractor shall accomplish this work item in conjunction with the following, which are separate work items in this specification package:

· “Renew A/C Piping”.

3.1.2 Interferences. The Contractor shall be aware that interferences in way of work include, but are not limited to:

· Electrical wire.

· Ladder.

· Tow Reel.

3.2 Insulation renewal. The Contractor shall accomplish the following for all designated areas listed in paragraph 1.1:

3.2.1 Removal. Remove all required interferences. Remove and discard damaged overhead insulation around the hatch and tow line deck access, as designated by the Coast Guard Inspector.

3.2.2 New installation. Furnish, fit, and install new insulation and fasteners in accordance with Coast Guard Drawing 110B WPB 635-001.

3.2.3 Protective cover. Furnish, fit, and install stainless steel cover to protect insulation as designated by the Coast Guard Inspector.

3.2.4 Install. After all authorized work, the Contractor shall reinstall all interferences.

3.2.5 Preservation. Preserve all new and disturbed surfaces in accordance with Std Spec 0000_STD and COMDTINST M10360.3.

4. QUALITY ASSURANCE

No additional requirements.

5. NOTES

This section is not applicable to this work item.

S63410N_SWIT (30 Oct 2006) 1323_F (04 Oct 2007)

WORK ITEM 6: Renew Deck Covering System(s)

1. SCOPE

1.1 Scope. This work item describes the requirements for the Contractor to renew designated deck covering system(s).

2. APPLICABLE DOCUMENTS

Coast Guard Maintenance and Logistics Command Atlantic (MLCA), Standard Specification 6341_STD, 2004 Edition, Renew Deck Covering Systems MIL-D-16791, Jan 1993, Detergents, General Purpose (Liquid, Nonionic)

MIL-PRF-24613, Dec 1990, Deck Covering Materials, Interior, Cosmetic Polymeric

3. REQUIREMENTS

3.1 Interferences. The Contractor shall be aware that interferences in way of work include, but are not limited to the following:

· Furniture.

· Range.

· Piping.

· Tank Access Panels.

· Sanitizer.

· Deck Drains.

· Toilets

3.2 Deck covering renewal. The Contractor shall renew the deck covering system with 3/16” of one-step on top of the existing one step, in accordance with the deck covering system manufacturer’s recommendations, including associated cove base, in the space specified in Table I below, in accordance with Std Spec 6341_STD, and the applicable appendix therein.

TABLE I. DECKING RENEWAL PARTICULARS

(*SQFT)

DECK MTL

(A/S**)

(STD SPEC 6341_STD)

*All areas are approximated.

**Note: A = Aluminum.

S = Steel.

3.2.1 Deck covering color. Deck covering color shall be Charcoal Blue PT-635 for all areas.

3.2.2 Lightly sand the all decks with No.0 steel wool or No.60 sandpaper, or mechanically sand the surfaces, to remove the existing sealer coat. Vacuum thoroughly to remove dust.

3.2.3 Thoroughly clean all deck surfaces with a suitable cleaning detergent conforming to MIL-D-16791, and hot water.

3.2.3 Rinse, clean, and dry the deck surfaces until no residue is visible.

3.2.5 Install 3/16” top coat and sealer.

3.3 Replace interferences The Contractor shall replace all interferences and install new government-furnished range in place of old range.

4. QUALITY ASSURANCE

This section is not applicable to this work item.

5. NOTES

5.2 Government-furnished property.

($/UNIT)

NSN: 0000-XF-C00-1248

MICA APL: 43349310A1

EC_52100A_110(09 May 2007)

110 B WPB (09 May 2007) WORK ITEM 7: Install P-100 Fixed Piping

(EC 110-C-126)

1.1 Scope. This work item describes the requirements for the Contractor to install fixed piping for the P-100 pump suction.

2. APPLICABLE DOCUMENTS

Coast Guard Maintenance and Logistics Command Atlantic (MLCA), Standard Specification 0000_STD, 2006 Edition, General Requirements

Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Color Manual Coast Guard Drawing 110 WPB 331-003, Rev A, P-100 Pump Portable Heater Receptacle Coast Guard Drawing 110B WPB 521-003, Rev B, P-100 Pump Fixed Pipe Installation Coast Guard Drawing 110 WPB 522-001, Rev C, P-100 Pump Installation Arrgt and Details

3. REQUIREMENTS

3.1 General.

3.1.1 Interferences. The Contractor shall be aware that interferences in way of work include, but are not limited to:

· Piping.

· Deck covering.

· Pump stowage container.

· Pyrotechnics locker.

3.2 Requirements. The Contractor shall install fixed piping and associated equipment for the P-100 pump in accordance with Coast Guard Drawings 110 WPB 331-003, 110B WPB 521-003 and 110 WPB 522-001; and the following:

3.2.1 Remove and retain the P-100 flexible suction hose. Turn it over to the Coast Guard Property Administrator for disposition. Dispose of all other components removed and not specified for reuse in accordance with all Federal, state and local regulations.

3.2.2 Relocate the block heater receptacle and wiring in accordance with Sheet 4 of Coast Guard Drawing 110 WPB 331-003.

3.2.3 Modify the P-100 pump stowage container and mounting brackets and remount the pump.

3.2.4 Furnish and install new fixed piping for the P-100 pump.

3.2.5 Reinstall the pump stowage container and pyrotechnics locker in accordance with Coast Guard Drawing 110 WPB 522-001.

3.3 Preservation. The Contractor shall prepare and preserve all new and disturbed surfaces in accordance with Std Spec 0000_STD, paragraph titled “General preservation requirements”; and in accordance with COMDTINST M10360.3.

3.4 Drawing deliverables. The Contractor shall “red-line” the Coast Guard Drawing(s) listed in Section 2 herein, to clearly reflect the work or deviations specified in this work item. Within 24 hours after completion of this work item, submit a draft copy of the marked-up drawing(s) to the COR for review and approval. Within 10 calendar days after receiving Coast Guard comments or completion of the availability, whichever occurs first, incorporate all comments and deliver one set of the final red-lined drawing(s) to the COR, and two additional sets to the following address:

MLCA (vad) 300 East Main Street, Suite 550 Norfolk, VA 23510-9111

4. QUALITY ASSURANCE

4.1 Operational test. The Contractor shall hydrostatically and operationally test the new and disturbed piping in accordance with the test notes on drawing 110B WPB 521-003. The Contractor shall operationally test the heater and receptacle in accordance with drawing 110 WPB 331-003. All testing shall be accomplished in the presence of the Coast Guard Inspector.

5. NOTES

This section is not applicable to this work item.

S61200W_617(23 October 2006)

1323_F (04 Oct 2007) WORK ITEM 8: Renew Stanchion

1. SCOPE

1.1 Scope. This work item describes the requirements for the Contractor to renew stanchions.

2. APPLICABLE DOCUMENTS

Coast Guard Maintenance and Logistics Command Atlantic (MLCA), Standard Specification 0740_STD, 2004 Edition, Welding and Allied Processes Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Color Manual Coast Guard Drawing 110B WPB 612-001, Handrail & Grabrail Details.

3. REQUIREMENTS

3.1 Interferences. The Contractor shall be aware that interferences in way of work include, but are not limited to the following:

· Live Lines

· Insulation.

· Deck surfaces.

· Electrical wiring.

3.2 Stanchion renewal. The Contractor shall renew approximately (8) main deck live line stanchions, as designated by the Coast Guard Inspector. Refer to Coast Guard Drawing 110B WPB 612-001.

3.3 Touch-up preservation. The Contractor shall prepare and coat all new and disturbed exterior and interior surfaces to match existing adjacent surfaces in accordance with Std Spec 0000_STD, paragraph titled “General preservation requirements”; and in accordance with COMDTINST M10360.3, Appendix A (Cutters and Boats Exterior Painting Systems) and Appendix B (Cutters and Boats Interior Painting Systems), respectively, and as applicable, to match existing adjacent surfaces.

3.3.1 Protective measures. The Contractor shall protect non-affected vessel’s equipment, components, and spaces during surface preparation and coating application procedures, as specified in paragraph 3.11.4(Protective measures) in Std Spec 0000_STD.

4. QUALITY ASSURANCE

No additional requirements.

5. NOTES

This section is not applicable to this work item.

59320A_FLT (27 Mar 2006) 110B WPB (28 Feb 2006)

1323_F (04 Oct 2007)

WORK ITEM 9: Renew A/C Piping

1. SCOPE

1.1 Scope. This work item describes the requirements for the Contractor to renew A/C Raw Water piping.

2. APPLICABLE DOCUMENTS

Coast Guard Maintenance and Logistics Command Atlantic (MLCA), Standard Specification 0740_STD, 2004 Edition, Welding and Allied Processes Coast Guard Drawing 110 WPB 501-001, Rev C, Piping System Schematics Coast Guard Drawing 110C WPB 501-001, Rev H, Piping System Schematics ASTM International D1330, 2004, Standard Specification for Rubber Sheet Gaskets

3. REQUIREMENTS

3.1 General. The Contractor shall renew approximately 25 linear feet of copper nickel A/C raw water piping and fittings in the battery space using Coast Guard Drawings 110 WPB 501-001 and 110C WPB 501-001 as guidance or as designated by the Coast Guard Inspector.

3.1.1 Related work items. The Contractor shall accomplish this work item in conjunction with the following, which are separate work items in this specification package:

· "Repair Insulation in Battery Space".

· "Renew Main Diesel Engine".

· "Install P-100 Fixed Piping".

3.1.2 Interferences. The Contractor shall be aware that interferences in way of work include, but are not limited to the following:

· Piping.

· Batteries

· Tow Line Reel

3.1.3 Temporary Air Conditioning. The Contractor shall provide temporary air conditioning in the following areas or as designated by the Coast Guard Inspector during the air conditioning outage.

· Electronics space.

· CO/XO Cabins.

· Mess/Galley.

· Aft Berthing.

· Athwartship Passageway.

3.2 Contamination prevention. The Contractor shall take all precautions to prevent contamination of personnel and spaces in accordance with all applicable Federal, state, and local regulations.

4. QUALITY ASSURANCE

4.1 Hydrostatic test. After all authorized repairs, the Contractor shall hydrostatically test all new and disturbed piping and components of the A/C Raw Water system in accordance with Std Spec 0740_STD, Appendix C, “Hydrostatic Test”. Be aware that no leakage or permanent deformation of pressure-containing parts is permissible. Repair all leaks and discrepancies found.

4.2 Operational test – final. In the presence of the Coast Guard Inspector, the Contractor shall thoroughly test and prove the Air Conditioning Condensing unit to be in satisfactory operating condition (see 5.1 (Equipment operation)).

5. NOTES

5.1 Equipment operation. Coast Guard personnel will operate all shipboard machinery and equipment during all operational tests.

1323_F (08 August 2007) WORK ITEM 10: Replace Non-Skid Deck Pads

1. SCOPE

1.1 Scope. This work item describes the requirements for the Contractor to prepare and coat the steel main deck surfaces, shown on Coast Guard Drawing, including the following areas:

1.1.1 Steel Deck portions.

1.1.2 Life raft mount.

1.1.3 Ammo locker mount.

1.1.4 Items listed in 3.2.1

2. APPLICABLE DOCUMENTS

Coast Guard Maintenance and Logistics Command Atlantic (MLCA), Standard Specification 0000_STD, 2006 Edition, General Requirements Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Color Manual

3. REQUIREMENTS

3.1 General.

3.1.1 Related work items. The Contractor shall accomplish this work item in conjunction with the following, which are separate work items in this specification package:

· “Preserve Superstructure”.

· “Install P-100 Fixed Piping”.

· “Renew Stanchions”.

3.1.2 Protective measures. The Contractor shall protect non-affected vessel’s equipment, components, and spaces during surface preparation and coating application procedures, as specified in paragraph 3.11.4(Protective measures) in Std Spec 0000_STD.

3.2 Preservation particulars. The Contractor shall accomplish the following tasks:

3.2.1 Steel deck areas. Prepare and coat the main deck steel surfaces, including bitt and chock foundations, machinery rack guards and machinery foundations, hatches and hatch guards, stanchion sockets, vent pipes, angle coaming area, bulwark; use the system specified for “Weather Deck Slip Resistant Sheets - Steel”, in COMDTINST M10360.3, Appendix A (Cutters and Boat Exterior Painting Systems).

3.3 Substrate inspection. After completion surface preparation and before coating application, the Contractor shall perform a visual inspection of the prepared substrate, and submit a CFR.

3.4 Install Slip Resistant Sheets. The Contractor shall install all the slip resistant sheets on the main deck,soft patch and apply edge sealing compound, as designated by the Coast Guard Inspector.

4. QUALITY ASSURANCE

4.1 In-process quality control measures. The Contractor shall abide by all the safety, preservation, and quality control requirements specified in Std Spec 0000_STD, paragraph titled “General preservation requirements.

NOTICE!

Surfaces being preserved are considered “critical-coated surfaces”.

5. NOTES

5.1 Government-furnished property.

($/UNIT)

51220P_FLT (21 Jul 2006) 110 B WPB (24 Aug 2004) 1323_F (04 Oct 2007) WORK ITEM 11: Overhaul Vaneaxial Fan and Motor Assemblies

1. SCOPE

1.1 Scope. This work item describes the requirements for the Contractor to overhaul the below-designated vaneaxial fan and motor assemblies:

Coast Guard Maintenance and Logistics Command Atlantic (MLCA), Standard Specification 0000_STD, 2006 Edition, General Requirements Coast Guard Maintenance and Logistics Command Atlantic (MLCA), Standard Specification 3141_STD, 2004 Edition, Overhaul Electrical Rotating Machines Coast Guard Commandant Instruction (COMDTINST) M10360.3, Coatings and Color Manual Coast Guard Drawing 110B WPB 201-003, Rev C, Machinery Arrangement Plan ASTM International (ASTM) D3951, Reapproved 2004, Standard Practice for Commercial Packaging

International Standard Organization (ISO) 2953, 1999, Mechanical Vibration, Balancing Machines, Description and Evaluation

3. REQUIREMENTS

3.1 General.

3.1.1 Related work items. The Contractor shall accomplish this work item in conjunction with the following, which are separate work items in this specification package:

· “Renew Main Diesel Engine”.

· “Preserve…