ATTACHMENT_1_-_BERTHOLF_(WMSL_418)_12K_MPDE_FY15_SEC_REV-0.pdf

USCGC BERTHOLF (WMSL 750)

SPECIFICATION FOR 12,000 HR MPDE MAINTENANCE

FY2015

Developed By: Sarah E Colmenero

(Rev-0, 18 March 2015)

USCGC BERTHOLF (WMSL-418) DOCKSIDE AVAILABILITY FY2015

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property ................................................................................. vi Consolidated List of Critical Inspection Items ........................................................................................... vii Principal Characteristics ............................................................................................................................ viii General Requirements WORK ITEM 1: Main Propulsion Diesel Engine, 12,000 Hours, Repair WORK ITEM 2: Main Propulsion Diesel Engines Inspection-Statement of Work ii (Draft-1)

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.

DATE REV# WORK

ITEM#

CHANGES MADE

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.

iii (Draft-1)

CONSOLIDATED LIST OF 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.

All Coast Guard drawings, technical publications, and standard specifications will be provided to contractors by the Coast Guard at an appropriate time, or upon request, free of charge. Other Government documents may be accessed – free of charge – as follows:

• MIL/DOD/CID Specifications: http://www.assistdocs.com/search/search_basic.cfm

• Commandant Instruction Manuals: http://www.uscg.mil/directives/default.asp

• Public Laws, Code of Federal Regulations, U.S Codes, and other Federal Government laws::

www.gpoaccess.gov

The Government is aware of the following internet web links where contractors may procure commercial specifications:

• American Welding Society (AWS): http://www.awspubs.com/index.php

• ANSI, ASTM, IEEEE, NFPA, ASME, SAE Standards: http://www.techstreet.com/

• NFPA: http://www.nfpa.org

• SSPC Standards and pictorial guides: http://shopping.netsuite.com/sspcmarketplace

COAST GUARD DRAWINGS

Coast Guard Drawing 750-WMSL 100-001, Rev L, General Arrangements (ASC100001) Coast Guard Drawing 750-WMSL 243-006, Rev A, Shafting Coupling Gards Fab and Inst System

Arrangement (ASC243007) Coast Guard Drawing 750-WMSL 243-007, Rev D, Propulsion Shafting System Arrangement

(ASC243008)

Coast Guard Drawing 750-WMSL 501-002, Rev E, Machinery Arrangements (ASC501001)

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST)_MI0360.3 (series), Coatings and Color Manual Coast Guard Technical Publication (TP) 7027, 31-MAY-07, Main Diesel Engine - Operating Instructions Coast Guard Technical Publication (TP) 7028, 31-MAY-07, Main Diesel Engine - Maintenance Manual Coast Guard Technical Publication (TP) 7031, 31-MAY-07, Main Diesel Engine - Parts Catalog Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General

Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and

Allied Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures iv (Draft-1) http://www.assistdocs.com/search/search_basic.cfm http://www.uscg.mil/directives/default.asp http://www.gpoaccess.gov/ http://www.awspubs.com/index.php http://www.techstreet.com/ http://www.nfpa.org/ http://shopping.netsuite.com/sspcmarketplace

OTHER REFERENCES

ASTM International (ASTM) 6966, 2008, Standard Practice for Collection of Settled Dust Samples Using

Wipe Sampling Methods for Subsequent Determination of Metals Code of Federal Regulations (CFR) Title 29, Part 1910, Jul 2008, Occupational Safety and Health

Standards Code of Federal Regulations (CFR) Title 29, Part 1915, Jul 2008, Occupational Safety and Health

Standards for Shipyard Employment Code of Federal Regulations (CFR) Title 33 CFR, Jul 2013, Navigation and Navigable Waters Code of Federal Regulations (CFR) Title 40, 2013, Protection of the Environment Code of Federal Regulations (CFR) Title 49, Oct 2013, Transportation The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2004, Power Tool Cleaning to Bare Metal v (Draft-1)

CONSOLIDATED 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.

WORK

ITEM

MTI ITEM

DESCRIPTION

NSN/PN QTY ESTIMATED

COST

($/UNIT)

1 Y Cylinder liner kit 010.00259 (584-CYL-LNR-

KIT)

4 3673.00

1 Y Oil Control Ring 0080370018 4 254.40 1 Y Conrod Bearing 5840301960 4 5000.00 1 Y Piston Crown 5840371625 4 300.00 1 Y Screw 58099002319 12 10.00 1 Y Oil Control Ring 0080370018 2 5.00 1 Y Coupling, Geislinger MTU DWG X00002578 2 125,000

*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 or the C4IT ServiceCenter vi (Draft-1)

CONSOLIDATED 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 SFLC Std Spec 0000, paragraph 3.2.6.5 (Inspection report particulars)):

Work Item Title

This section is not applicable to this package.

vii (Draft-1)

PRINCIPAL CHARACTERISTICS

418' WMSL

PHYSICAL

Length overall 418' 0" Length between perpendiculars 390' 0" Maximum beam 54' 0" Beam @ 01 level 47' 9-1/8" Depth (01 level @ side to baseline) 39' 2-3/4" 01 deck camber foredeck 1/4" in 1'-0" Minimum berth depth 20' 0" Height of highest projection Approximately 119' Draft, design 14.40' Design displacement 3925 long tons

MACHINERY

Two diesel engines MTU 20V, 20-cylinder 9,730 SHP each One gas turbine General Electric LM2500; 29,500 SHP Type of propulsion CODAG Electrical system 24 Volt DC Two controllable pitch propellers Rolls-Royce 5 blade, 14' 0" diameter; 229 RPM max Two reduction gears RENK One cross connect gear RENK

HULL

Hull material 5086 Aluminum HSLA-80 Steel ABS EH 36 Steel

ABS AH 36

Frame spacing FWD of FR 9 2' 3" FR 9 to FR 10 6' 9" FR 10 to FR 98 4' 1" FR 98 to FR 99 3'-8"

ELECTRICAL

Power Three 1360 kW, 450 V, 60 Hz, 3 Phase, 1800 RPM Caterpillar 3512B diesel engines with Baylor ship service generators Shore tie cable Seven MIL-C-24368/2 (NATO) shore power receptacles, 400 A each

TANK CAPACITIES

Diesel oil 220,359 gal Fresh water 12,454 gal JP-5 Fuel 35,182 gal viii (Draft-1)

00000_0215_FLT

REC_00000_FLT_ Commercial Project @ CG Facility (1212)

General Requirements

1. SCOPE

1.1 Intent. This standard specification invokes general requirements for conducting vessel repairs performed by commercial contractors at a Coast Guard facility for Coast Guard vessels.

1.2 Term interchangeability. The terms 'Contractor', 'CG Yard', 'NAVSTA EVERETT', 'shipyard', 'Base', and 'Coast Guard Industrial' are used interchangeably in this specification. Where the primary service provider is Coast Guard personnel, references to contractor and other noted descriptors within this specification or within drawings, publications, SFLC Standard Specifications or other commercial and military references are deemed the same as prime service provider.

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST)_MI0360.3 (series), Coatings and Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General

Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and

Allied Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures

OTHER REFERENCES

ASTM International (ASTM) 6966, 2008, Standard Practice for Collection of Settled Dust Samples Using

Wipe Sampling Methods for Subsequent Determination of Metals Code of Federal Regulations (CFR) Title 29, Part 1910, Jul 2008, Occupational Safety and Health

Standards The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2004, Power Tool Cleaning to Bare Metal Code of Federal Regulations (CFR) Title 33 CFR, Jul 2013, Navigation and Navigable Waters Code of Federal Regulations (CFR) Title 40, 2013, Protection of the Environment Code of Federal Regulations (CFR) Title 49, Oct 2013, Transportation

1 (Draft-1)

3. REQUIREMENTS

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

NOTE

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 to all other work subsequently authorized by changes, modifications, or extensions to the contract.

3.2 Contractor-provided fire watch personnel. The Contractor shall provide fire watch personnel and equipment.

3.2 Fire watch requirements. The Contractor shall refer to 3.3.1.3 (Fire watch requirements) of SFLC Std Spec 0000, in accomplishing the following task:

• Provide fire watch personnel and fire extinguishers for the duration of the availability period, during and beyond noted Coast Guard fire watch support.

3.3 Preservation requirements. The Contractor shall accomplish all preservation tasks, including touch-ups, in accordance with SFLC Std Spec 6310.

3.3.1 Brand name approval. Ensure that all contractor-furnished coatings are in accordance with SFLC Std Spec 6310, Appendix C (Authorized Coatings for Use on Cutters and Boats).

3.3.2 Coating colors and system color schemes. Ensure that all colors and color coat/paint schemes are in accordance with (COMDTINST)_MI0360.3C , Chapter 11 (Cutter and Boat Colors Exterior and Interior).

NOTE

Unless a waiver has been granted (in writing) by the KO, deviations from authorized coatings (listed in Appendix C of SFLC Std Spec 6310) and colors and color schemes (provided in Chapter 5 of COMDTINST MI0360.3) are strictly prohibited.

3.4 Welding and brazing requirements. The Contractor shall perform all welding and allied processes, and NDI in accordance with SFLC Std Spec 0740.

3.5 Environmental protection requirements. The Contractor shall adhere to the following environmental protection requirements in accordance with the SFLC Stand Spec 0000:

3.5.1 USCG facilities. The Contractor shall provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix B, Requirements for Environmental Protection at USCG Facilities, during the performance of this availability. Contractor shall plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project. Contractor shall comply with applicable Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific portion of a Federal, state, or local law, code, ordinance, or regulation in this or any other item shall not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.

3.5.1.1 USCG Generator status. The activity Generator Status for the Coast Guard Facility is not applicable.

3.5.1.2 Plans and permits. The CG Facility has unit specific permits including the following:

• Spill Prevention Control and Countermeasures (SPCC) Plan: Unit has a SPCC Plan which requires

2 (Draft-1) certain unit-specific procedures be followed for the storage, inspection, and transfer of petroleum products in containers 55 gallons or greater.

• National Pollutant Discharge Elimination System (NPDES) Storm Water (SW) Permit: Unit has an NPDES SW permit which requires unit-specific procedures be followed for the storage and inspection of equipment and materials which may contribute contaminants to storm water discharges.

• Air Emission Permit: Unit has a Air Emission Permit which requires unit-specific procedures be followed for the emissions of VOCs and hazardous air pollutants.

3.5.2 Test and procedures. The Contractor shall be required to promptly conduct tests and procedures for the purpose of assessing whether operations are in compliance with applicable Environmental Laws. Analytical work shall be done by qualified laboratories; and where required by law, the laboratories shall be certified.

3.5.3 Regulatory notifications. The Contractor shall be responsible for all regulatory notification requirements in accordance with Federal, State and local regulations. In cases where the Coast Guard must also provide public notification, such as storm water permitting, the Contractor must coordinate with the Contracting Officer or COR, and if work is being performed at a USCG Facility, the local Facility Engineer or Engineering Officer. The Contractor shall submit copies of all regulatory notifications to the Contracting Officer and the local Facility Engineer or Engineering Officer prior to commencement of work activities. Regulatory notifications shall be provided for including but not limited to demolition, renovation, National Pollutant Discharge Elimination System (NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint.

3.5.4 Environmental manager. The Contractor shall appoint in writing an Environmental Manager for the project, and shall be responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager shall ensure compliance with Hazardous Waste Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the Contractors’ Environmental Management Plan; ensure that all environmental permits are obtained, maintained, and closed out; ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to adequately accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas; ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40 CFR requirements and individual position requirements; coordinate removal of waste containers; and maintain the Environmental Records binder and required documentation, including environmental permits compliance and close-out.

3.5.5 HW disposal. Contractor shall comply with SFLC Std Spec 0000 Appendix B, Requirements For Environmental Protection At USCG Facilities for HW disposal, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays).

3.5.6 Additional Requirements. The Contractor shall be aware of the following:

3.5.6.1 No Contractor or Subcontractor shall have the authority to sign a Hazardous Waste Manifest using the Coast Guard facility’s EPA Generator ID Number or remove contract generated hazardous waste from the Coast Guard facility without COR or KO-approval.

3.5.6.2 Local environmental regulations at the Government facilities may be more stringent. As with all environmental regulations, the Contractor shall prepare for and comply with local and state regulations.

3 (Draft-1)

3.5.6.3 Coast Guard facilities do not maintain Facilities Response Plans (FRPs) per 33 CFR 154. Contractor shall furnish the FRP when required for over-the-water liquids transfers to and from vessels, and is required for oil/fuel transfers to/from vessels for 250 barrels (10,500 gallons) or more.

3.6 Local Policy. None.

3.7 SFLC standard specification approved changes. The Contractor shall be aware that the following are approved changes to published SFLC 2014 Edition Standard Specifications and supersede published content:

• None.

4. NOTES

4.1 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in SFLC Std Spec 6310 to be completed and submitted during preservation of “critical-coated surfaces”, are provided at the end of this document.

4 (Draft-1)

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

Vessel Name Hull # Work Item # Work Item Title

Location of Work (incl. frame #’s) Area (sqft)

CHECKPOINT 1 – COATING SYSTEM COMPLIANCE

Ensure all coatings are in compliance with SFLC Std Spec 6310, 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 mfgr.

CHECKPOINT 3 - AMBIENT CONDITIONS

Ensure surface and surrounding temperatures are each between 50 and 90°F for water-containing 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 mfgr.

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.

Verify equipment setup, blast media, and surface preparation methods match designated test coupon.

CHECKPOINT 5 - SURFACE PREPARATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure cleanliness of prepared surface is as per specification (i.e.: SSPC SP-11, SP-10, SP WJ-2…).

Verify surface anchor profile using ASTM D4417-Methods B or C against SFLC Std Spec 6310. Conduct profile readings at a minimum of 5 locations for the first 1000-sqft area, and 2 locations for each succeeding 1000-sqft area.

Measure soluble salt conductivity in accordance with SSPC-Guide 15. Conduct 5 measurements per each 1000-sqft area (max.

threshold: 70 microsiemens/cm for non-submerged surfaces, 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 (WFT) at random, to prevent under or over application. Verify final DFT.

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. Conduct 5 sets of 3 readings for each of the first 3 100-sqft areas, followed by 5 sets of 3 readings for each succeeding 1000-sqft area.

Ensure that system cure is in accordance with manufacturer's recommendation for intended service.

Ensure potable water tank exhaust ventilation is maintained continuously from and during coating application through final system cure, to exhaust all solvent to the atmosphere and to prevent solvent entrapment.

For immersion coatings (including tank U/W body), record date and time of the following events:

Final coat application: _____/_____; Return to service or removal from environment controls: _____/_____

CHECKPOINT 10 – RECORD KEEPING

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

Name of QP-1/NACE Inspector Signature Cert. # Date / Time

5 (Draft-1)

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.

DATE &

TIME

ACTIVITY

(Surface preparation, primer coat, barrier coat, top coat, etc…)

LOCATION

(Frame & Deck, relation to equipment, etc.)

TEMPERATURE

% REL.

HUMID-

ITY DEW

PT. SURFACE AMBIENT

ΔT

| DP -

Surface |

6 (Draft-1)

QA-3a - QUALITY ASSURANCE INSPECTION FORM

(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-C)

Location of Work (Frame References) Area (sqft)

SURFACE PREPARATION METHOD

PROFILE ACHIEVED (mils) Min Max Mean

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area) Brush-blasting (non-metallic substrate)

Abrasive Manufacturer and Sieve Size: _________________________________

Place surface profile replica tapes in the spaces provided below, to serve as permanent QA record. Maintain a separate log for each location. When an area is divided into separate sections, maintain a separate log for each section.

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils Mean Mil Reading (IAW ASTM D4417-Method C) for above 15 readings: ______________

7 (Draft-1)

8 (Draft-1)

QA-3b - QUALITY ASSURANCE INSPECTION FORM

(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-B)

SURFACE PREPARATION METHOD

PROFILE ACHIEVED (mils) Min Max Mean

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area) Brush-blasting (non-metallic substrate)

Abrasive Manufacturer and Sieve Size: _________________________________

Record measurements taken in the spaces provided below, to serve as permanent QA record. Maintain separate log for each location. When an area is divided into separate sections, maintain a separate log for each section.

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils Mean Mil Reading (IAW ASTM D4417-Method B) for above 10 readings (by column):

_____ mils _____ mils _____ mils _____ mils _____ mils

9 (Draft-1)

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15

DATE TEST LOCATIONS CONDUCTIVITY

(microsiemens/cm)

10 (Draft-1)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

Coating Mfg Product Name Batch # Induction Time

Coating System Sequence (Primer/Touchup/3rd Coat, etc.)

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

SPOT 1 2 3 4 5 AVERAGE

VALUE

*BASE METAL

READING (BMR)

*Required, If Magnetic Pull-Off (Type I/Banana) Gauge Is Used.

Location (Frame Reference): ___________________

SPOT 1 2 3 4 5

Overall Avg. DFT

ADJUSTMENTS

1 Avg. BMR Deviation 3 Before

Adjustments After Adjustments

Avg.

Location (Frame Reference): ___________________

SPOT 1 2 3 4 5

Overall Avg. DFT

ADJUSTMENTS

1 Avg. BMR Deviation 3 Before

Adjustments After Adjustments

Avg.

Location (Frame Reference): ___________________

SPOT 1 2 3 4 5

Overall Avg. DFT

ADJUSTMENTS

1 Avg. BMR Deviation 3 Before

Adjustments After Adjustments

Avg.

Application Method (Airless, Conventional Spray, Rolled) Average DFT

11 (Draft-1)

23310_TAB_0215_750

WORK ITEM 1: Main Propulsion Diesel Engine, 12,000 Hours, Repair

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to renew (2) Geislinger couplings, both MPDE rear seals and to perform 12,000 Hours scheduled maintenance for: four (4) Main Propulsion Diesel Engine (MPDE) Cylinders listed in the Table 1.

TABLE 1 - MAIN PROPULSION DIESEL ENGINE

TASK MDE NO.1

CYLINDERS

A7 AND B9

MDE NO.2

CYLINDERS

A7 AND B4

Cylinder Liner and Scraper Ring Renew X X Remove Piston, Clean and Inspect Skirts, Renew Crowns, Renew Oil Control ring X X

Conrod Bearing Renew X X

1.2 Government-furnished property.

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST ($/UNIT)

Cylinder Liner 123580491 3 2707 Cylinder liner kit 2815-016192672 1 3673.00 Oil Control Ring 0080370018 4 254.40 Ring, Wiper 123582875 3 118.99 Conrod Bearing 5840301960 4 5000.00 Piston Crown 5840371625 4 300.00 Screw 58099002319 12 10.00 Oil Control Ring 0080370018 2 5.00 Gasket 121630003 6 44.99 Packing, Preformed 121711033 3 27.72 Cyl Head Repl Kit w/o Cyl

Head 2815-016192781 4 434

*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.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 750-WMSL 100-001, Rev L, General Arrangements (ASC100001)

12 (Draft-1)

Coast Guard Drawing 750-WMSL 501-002, Rev E, Machinery Arrangements (ASC501001) Coast Guard Drawing 750-WMSL 243-007, Rev D, Propulsion Shafting System Arrangement

(ASC243008)

Coast Guard Drawing 750-WMSL 243-006, Rev A, Shafting Coupling Gards Fab and Inst

System Arrangement (ASC243007)

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures Coast Guard Technical Publication (TP) 7028, 31-MAY-07, Main Diesel Engine - Maintenance

Manual Coast Guard Technical Publication (TP) 7031, 31-MAY-07, Main Diesel Engine - Parts Catalog Coast Guard Technical Publication (TP) 7027, 31-MAY-07, Main Diesel Engine - Operating

Instructions

OTHER REFERENCES

Code of Federal Regulations (CFR) Title 29, Part 1915, Jul 2008, Occupational Safety and Health

Standards for Shipyard Employment

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Technical Representative. The Contractor shall provide the services of qualified Tech Rep, who is familiar with - MTU Detroit Diesel, Inc. to accomplish the following tasks – on site:

• Provide manufacturer's proprietary information, software, and tools pertinent to the equipment/system.

• Assist with proper repair methods, and ensure compliance with manufacturer's procedures and standards during disassembly, inspection, repair, modification, calibration, and reassembly of the equipment/system.

• Technical Representative shall be present for all disassembly, inspection, and reassembly of the Diesel Engine.

3.1.3.1 The Contractor shall ensure that the Tech Rep is a certified representative of MTU Detroit Diesel, Inc..

13 (Draft-1)

3.1.3.2 The Contractor shall submit the name of the Tech Rep to the COR at the Arrival Conference.

3.1.3.3 The Contractor shall be required to have this Technical Representative present (mandatory), on site, while the following engine work is being performed:

• Disassembly

• Inspection and qualification of parts

• Re-assembly of engine

• Engine Final Preparation For Testing

• Engine Cleaning

• Engine Testing

NOTE

The MTU Detroit Diesel, Inc. Technical Representative may be present at other times in addition to the mandatory times listed above. The above represents the minimum required Technical Representative usage.

3.1.3 Protective measures - general. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces in the vicinity of the work area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.

3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences). Known interferences include, but are not limited to the below-listed:

• Access covers.

• Exhaust stack.

• Piping.

• Pipe insulation.

• Vent ducting.

• Wiring.

• Exhaust pipe expansion joints.

• Exhaust insulation blankets.

• Salt water piping

• Catwalks

• Machinery Guards

3.1.5 Scaffolding. The Contractor shall, in accordance with 29 CFR 1915, Subpart E, erect suitable staging or scaffolding, as required, to facilitate work.

3.1.6 Safety precaution. The Contractor shall rig suitable safety netting, to protect workers during possible falls, and to protect the Engine Room and machinery from falling tools.

3.1.7 Work location. The concerned work area is AFT Main Machinery Room (5-52-0-E). See the applicable drawings in Referenced in Paragraph 2 for guidance, locations, and details.

14 (Draft-1)

3.1.8 Gaskets and O-Rings. The Contractor shall provide all miscellaneous gaskets and O-Rings required for this work items.

3.1.9 The Contractor shall inventory all GFP in presence of Coast Guard Inspector. The Contractor shall rig out removed parts from AFT Main Machinery Room (5-52-0-E) from the Cutter and rig in new parts to AFT Main Machinery Room (5-52-0-E) for installation

3.1.10 MPDE Information. The MPDE Name plate data is listed in the Table 2 and Cylinder Identification is shown in the Table 3

3.1.11 All component inspections, measurements, and final torque actions shall be observed by Coast Guard Inspector.

TABLE 2 – MPDE NAME PLATE DATA

EQUIPMENT MODEL NUMBER /SERIAL

NUMBER

LOCATION

Main Propulsion Diesel Engine,9666 HP, MTU Detroit Diesel, Inc. 20V 1163 TB 93 / 5840250 AFT Main Machinery Room (5-52-0-E)

Main Propulsion Diesel Engine,9666 HP, MTU Detroit Diesel, Inc. 20V 1163 TB 93 / 5840251 AFT Main Machinery Room (5-52-0-E)

TABLE 3– MPDE CYLINDER IDENTIFICATION

MPDE CLY CLY CLY CLY CLY CLY CLY CLY CLY CLY

NO.1 A1 A2 A3 A4 A5 A6 A7* A8 A9 A10

B1 B1 B3 B4 B5 B6 B7 B8 B9* B10

NO.2 A1 A2 A3 A4 A5 A6 A7* A8 A9 A10

B1 B1 B3 B4* B5 B6 B7 B8 B9 B10

* Denotes cylinders to be worked on per this specification.

3.2 Operational test - initial. Prior to commencement of work, the Contractor shall witness Coast Guard personnel perform an initial operational test of all items or shipboard devices to be disturbed, used, repaired, or altered, to demonstrate existing operational condition. Submit a CFR.

3.2.1 The Contractors shall drain jacket water from each engine. Dispose jacket water in accordance with all applicable Federal, state, and local regulations.

3.2.2 The Contractor shall drain engine oil from each engine. Dispose engine oil in accordance with all applicable Federal, state, and local regulations.

3.2.3 If during the course of conducting performing maintenance work on this item, the contractor discovers any damaged parts or parts worn beyond specification, the contractor shall submit a CFR to the COR for review and approval. The CFR shall include any applicable MTU Data Sheets that documents the damage or out of tolerance condition and the price of any parts that cannot be furnished by the Government as well as the estimated labor cost to correct the discrepancy.

3.5 Engine cylinder liner. The Contractor shall renew engine cylinder liner(s) listed on table 1 in accordance with Coast Guard TP 7028 and TP 7031. Use GFP listed in paragraph 1.2 above.

15 (Draft-1)

3.5.1 Liner kits installation is shown in the Figure 3. See Coast Guard TP 7028 and 7031 for part numbers and component descriptions.

FIGURE 3; CYLINDER LINER

3.7 Piston and conrod. The Contractor shall remove piston and conrod assemblies listed in Table 1 for each engine. Follow the guidelines from “Removal with Oil Pan Mounted” section of the same document mentioned above and rigged off the cutter to a shop for further disassembly, cleaning and inspection.

16 (Draft-1)

3.7.1 Piston and conrod disassembly. The Contractor shall disassemble the piston and conrod assemblies in accordance with the Coast Guard TP 7028, par 3.3.27. Figures 2 thru 4 also illustrate conrod, piston crown and rings removal from the piston.

FIGURE 6: PISTON CROWN REMOVAL

3.7.2 Piston and conrod assembly cleaning and inspection. The Contractor shall clean the piston in accordance with Coast Guard TP 7028, par. 3.3.28 removing all carbon deposits. Ensure all oil chambers and oil bores are clear by blowing out with compressed air after cleaning.

NOTE

Care should be taken not to damage/remove graphite layer on the piston skirt by using strong cleaning agents and wire brush. Cleaning tools and cleaning agents used must be MTU America Inc. approved.

3.7.3 Piston inspection. The Contractor shall inspect the piston in accordance with the Coast Guard TP 7028, par. 3.3.29. Compare all readings taken with listed values from the Piston Tolerance table in par.

3.3.30 of the same Coast Guard TP 7028. Submit a CFR.

17 (Draft-1)

3.7.4 Piston ring renewal. The Contractor shall inspect the piston rings and ring gaps as outlined in Coast Guard TP 7028 prior to installation. They rings are pre-installed on the GFP Piston Crowns.

3.7.5 Piston crown renewal. The Contractor shall renew piston crown and all mounting hardware (i.e.

Oil Control Ring, Rectangular Sect Ring, Screws) of each cylinder with GFP in accordance with Coast Guard TP 7028.

3.7.6 Piston reassembly. The Contractor shall reassemble all pistons following the guidance listed in Coast Guard TP 7028, par. 3.3.36.

3.7.7 The Contractor shall install new piston rings provide as GFE in accordance with the Coast Guard

TP 7028.

3.7.8 Install conrod in the piston in accordance with Coast Guard TP 7028.

3.7.9 Piston and conrod assembly reinstallation. The Contractor shall install the piston and conrod assemblies into the engine following the procedures outlined under ”Installation with Oil Pan Mounted” section in Coast Guard TP 7028, par. 3.3.37.

3.8 Conrod bearing renewal. The Contractor shall renew Conrod Bearing with GFP in accordance Para

3.3.26 through 3.3.37 of Coast Guard TP 7028 (i.e. With oil pan mounted)

3.8.1 Conrod bearing components are shown in the Figure 7 for reference.

18 (Draft-1)

FIGURE 7: CONROD AND BEARING

3.9 MPDE Couplings. The Contractor shall renew the Geislinger couplings for each of the MPDE. See CG drawing 750-WMSL 243-007 for details.

3.9.1 Cofferdams and blank flanges. In order to provide two (2) valve protection to allow removal of the sea water piping to the main diesel engines, the contractor must install cofferdams or blanks over the main engine sea chests. The main diesel engine sea chests are shown in Coast Guard Drawing 750-WMSL -85- 29 and Docking Plan, Coast Guard Drawing 750-WMSL -85-29, Rev A-, Docking Drawing, items 44 and

19 (Draft-1)

45. Sea chests are 26 inches x 20 inches. The contractor shall perform the following work on each of the two main diesel engines:

3.9.2 Fabricate and install gasketed blanks or cofferdams on the port and starboard main diesel engine sea chests.

3.9.3 Provide diver services to ensure that blanks hold until internal blank flanges are installed in open seawater connections.

3.9.4 Provide diver services to remove cofferdams upon completion of work.

3.9.5 Catwalk. There is a catwalk located across the top of the Gesilco coupling between the MDE output flange connection and the reduction gear input flange connection on each main diesel engine.

These catwalks are bolted into place via welded in tabs. The catwalk framing must be removed to allow access.

3.9.6 Disconect and remove the gratings on the catwalks and set it aside in the engine room.

3.9.7 Rotating equipment guards. Rotating equipment guards are installed over the diesel engine output coupling and the reduction gear input coupling. The contractor shall perform the following work on each of the two main diesel engines:

3.4.1 Disconnect and remove each of the two (2) rotating equipment guard on both the port and starboard main diesel engines. A total of four (4) rotating equipment guards must be removed.

3.4.2 Set aside the rotating equipment guard for later reinstallation.

3.4.3 Upon completion of work, reinstall the rotating equipment guards.

3.5 Raw water piping. Raw water discharge piping on the main diesel engines located above the Gesilco couplings must be disconnected and set aside to allow removal of the Gesilco couplings. The contractor shall perform the following work on each of the two main diesel engines:

3.5.1 Drain and collect the remaining raw water from the MDE raw water system. Do not allow the water to drain to the ship’s bilges. Collect and dispose of the raw water from each main diesel engine.

3.5.2 Provide and install gasketed blank flange connections on the raw water piping.

3.5.3 Inspect and record any noted misalignment between the raw water discharge and the connection to the main diesel engine at each location where the raw water piping was disconnected. Submit a CFR noting any misalignment of the piping. Significant misalignment may result in a contract modification to correct the piping alignment.

3.5.4 Upon completion of other engine work and after the Gesilco couplings are reinstalled, remove the blank flanges and reconnect the raw water piping

3.6 Gesilco coupling. The Gesilco coupling is a light weight carbon fiber coupling assembly located between the output flange of the main diesel engine and the input flange of the reduction gear assembly on each main diesel engine. The coupling attaches to an adapter flange at either end that is fitted to the diesel engine coupling and to the reduction gear coupling. Both the Gesilco Couplings and the adapter

20 (Draft-1) flanges must be removed. The contractor shall perform the following work on each of the two main diesel engines:

3.6.1 Mark each of the bolts on each end of the couplings with a number to ensure that each bolt is returned to its original location.

3.6.2 Mark the alignment location between the Gesilco Coupling and the Gesilco Coupling flange adapters and between the flange adapters and the MDE outlet flange the Reduction Gear Inlet Flange.

3.6.3 Disconnect and remove the bolts to the Gesilco couplings. Rig the couplings out of the way and set aside. Save all hardware for re-use.

3.6.4 Disconnect and remove the flange adapter on the MDE outlet Flange. Save all hardware for re-use.

3.9.2 Remove Geislinger couplings. Perform a visual inspection of removed couplings. mounting surfaces and hardware. Report cracks and abnormal wear Submit CFR with inspection results.

3.9.X Remove PTO flange IAW MTU Tech Pub S000082/00E

3.9.X Replace both MPDE’s leaking Rear seals IAW MTU TEB Pub S000082/00E

3.9.x Install new PTO flange that came with new couplings IAW MTU Tech Pub S000082/00E

3.9.3 Install new couplings in accordance with manufacturer’s recommendations.

3.9.8 Coupling reassembly. The contractor shall reassemble the coupling adapters and the Gesilco coupling on each of the main diesel engines.

3.8.1 Clean and inspect each of the coupling bolts which were removed. Submit a CFR noting any cracked or damaged bolts.

3.8.2 Reinstall each of the coupling adapters in its original location. Ensure that the original alignment marks match on each coupling to coupling adapter.

3.8.3 Reinstall each of the coupling adapter bolts in its original location.

3.8.3 Reinstall the Gesilco coupling in its original location. Ensure that the original alignment marks match on each Gesilco coupling to coupling adapter.

3.8.4 Torque each of the coupling bolts in accordance with the manufacturer’s recommendations and as described in attached drawing: Torque is set at 150+15 NM (Item 754) for adaptor plate to PTO and Gearbox flange and 95+5 NM (Item 752,753,800) for the Gesilco coupling to the adaptor plate.

3.9 Removed equipment reinstallation. The contractor shall reinstall all removed equipment as described in the paragraphs above. This equipment includes the:

Raw Water Discharge Piping on the Main Diesel Engines.

Catwalk Rotating Equipment Guards.

MDE Raw Water Piping.

21 (Draft-1)

3.10 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 SFLC Std Spec 6310, Appendix A (Cutter and Boat Exterior Painting Systems) and Appendix B (Cutter and Boat Interior Painting Systems), respectively, and as applicable. Abide by all touch-up requirements

3.11 Jacket water. The Contractor shall refill the jacket water system to system capacity in accordance with Coast Guard TP 7027 using distilled water and MTU approved jacket water additive.

3.12 Engine oil. The Contractor shall fill the engine with oil to capacity using oil from the ships storage tank, any oil used to fill the engine shall be replaced by the Contractor.

3.13 Touch-up preservation. The Contractor shall prepare and touch-up coat all disturbed surfaces to match existing adjacent surfaces in accordance with SFLC Std Spec 6310, Appendix B (Cutter and Boat Interior Painting Systems).

3.14 Reports. The Contractor shall complete & submit the following data sheets & reports. All reports shall be forwarded to the Contracting Officer & Port Engineer

• Cylinder Liner (installed)

• Valve

• Injection Timing

• Piston Crown Clearance Adjustment (if any pistons & liners are replaced)

3.15 Engine Testing and Break-In.

NOTE

ENSURE A PERSON IS STANDING BY THE EMERGENCY SHUTDOWN WHEN STARTING

THE ENGINE AFTER MAINTENANCE.

3.15.1 Post Engine Installation and Adjustments. All system operation, testing, and adjusting shall be performed by the Contractor in accordance with CG TP 7027 and Technical Representative’s guidance, to provide satisfactory operation of the propulsion system throughout the range of operation.

3.15.2 Control system setup shall be performed by Coast Guard personnel. The Contractor shall advise the CG Inspector approximately one week prior to when the Contractor intends to commence engine testing. The process of operating the engine will be a joint effort between the Coast Guard and the Contractor. During testing, the Contractor shall be responsible for ensuring continued engine operation.

The Coast Guard will operate the engines and control clutching in of the engine as required for testing system.

3.15.3 No-Load Operational Test. Provide 48 hours written notice to the CG Inspector prior to conducting the no-load operational test at pier side. Start the applicable engine in accordance with Cutter's Operating Procedures and test run in accordance with in accordance with CG Tech Pub 7027 and the Technical Representative’s guidance. Check all piping system joints for tightness and correct, as required.

During the operational test, record all engine parameters on a log sheet every 15 minutes. If any unusual

22 (Draft-1) readings are experienced, immediately secure the engine and troubleshoot to determine the cause. Any unusual operating conditions caused by work on this item shall be corrected by the Contractor.

Machinery will be operated by the Coast Guard.

3.15.4 Loaded Operational Test - The testing and inspection of all diesel engine related equipment shall be in accordance with the Engine Manufacturer’s Test Procedures, CG Tech Pub 7027 and the Technical Representative’s guidance. During the tests, all measured parameters shall be recorded and be within acceptable ranges. Submit a CFR. Machinery will be operated by the Coast Guard.

3.15.5 The contractor shall provide at least one (1) person to attend the ship during engine testing to take and record test data. Additionally, the Technical representative will attend the ship during engine testing and break-in.

3.15.6 Coast Guard personnel will operate all machinery during the testing and engine break-in.

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

4. NOTES

This section is not applicable to this work item.

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WORK ITEM 2: Main Propulsion Diesel Engines Inspection-Statement of Work

1. SCOPE

1.1 Intent. This Statement of Work (SOW) describes the requirements for the Contractor to perform inspection on the Port and Starboard Main Propulsion Diesel Engines listed in the Table 1 onboard the cutter.

TABLE 1 – MPDE NAME PLATE DATA

EQUIPMENT MODEL NUMBER /SERIAL

NUMBER

LOCATION

Main Propulsion Diesel Engine,9666 HP, MTU Detroit Diesel, Inc. 20V 1163 TB 93 / 5840298 AFT Main Machinery Room (5-52-0-E)

Main Propulsion Diesel Engine,9666 HP, MTU Detroit Diesel, Inc. 20V 1163 TB 93 / 5840299 AFT Main Machinery Room (5-52-0-E)

1.2 Government-furnished property.

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST ($/UNIT)

N Sealing Ring 5800110259 N Gasket 580098045 N Filter, Element, Fluid 0000921705 N O-Ring 700294125000 N Filter, Element 0000925005 N Oil Filter 0031845301 N Filter, Element, Fluid 00018646026 N Filter Sleeve 8491840210 N Ring, Sealing 007603030101 N Gasket 700429095004 N O-Ring 700294014005 N Washer, Copper 007603021100 N Sealing Ring 8499970870 1 N Gasket 5840150980 N Sealing Ring 007603012112 N Sealing Ring 007603080101 N Sealing Ring 8491840100 N O-Ring 700429058001 N Sealing Ring 007603039100 N Washer, Copper 007603014102 N Sealing Ring 007603026106 N Ring, Rubber 0029971248 N O-Ring 700429028000 N O-Ring 700429245001

24 (Draft-1)

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST ($/UNIT)

N Sealing Ring 5840170160 N O-Ring 700429041000 N O-Ring 700429028002 N O-Ring 700429020003 N O-Ring 700429042002 N O-Ring 700429019000 N O-Ring 700429030000 N O-Ring 700429017002 N Sealing Ring 8499970036 N O-Ring 700429192000 N O-Ring 70042919003 N Washer, Copper 007603014106 N O-Ring 700429065001

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 750-WMSL-100-1, Rev L, General Arrangements (ASC100001) Coast Guard Drawing 750-WMSL-501-2, Rev E, Machinery Arrangements (ASC501001)

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 0000, Jan 2012, General

Requirements Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 6310, Jan 2012, Requirements for Preservation of Ship Structures Coast Guard Technical Publication (TP) 7024, 31-MAY-07, Main Diesel Engine - Removal

Spaces and Weights Coast Guard Technical Publication (TP) 7025, 31-MAY-07, Main Diesel Engine - Fluids and

Lubricants Specifications (A001061/3 Coast Guard Technical Publication (TP) 7026, 31-MAY-07, Main Diesel Engine - Repair Tools Coast Guard Technical Publication (TP) 7027, 31-MAY-07, Main Diesel Engine - Operating

Instructions Coast Guard Technical Publication (TP) 7028, 31-MAY-07, Main Diesel Engine - Maintenance

Manual Coast Guard Technical Publication (TP) 7031, 31-MAY-07, Main Diesel Engine - Parts Catalog

(M034562/01DE)

OTHER REFERENCES

None.

25 (Draft-1)

3. REQUIREMENTS

3.1 General.

3.1.1 CIR

None.

3.1.2 Technical Representative. The Contractor shall provide the services of qualified Tech Rep, who is familiar with - MTU Detroit Diesel, Inc. to accomplish the following tasks – on site:

• Provide manufacturer's proprietary information, software, and tools pertinent to the equipment/system.

• Assist with proper repair methods, and ensure compliance with manufacturer's procedures and standards during disassembly, inspection, repair, modification, calibration, and reassembly of the equipment/system.

• Technical Representative shall be present for all disassembly, inspection, and reassembly of the Diesel Engine.

3.1.2.1 The Contractor shall ensure that the Tech Rep is a certified representative of MTU Detroit Diesel, Inc.

3.1.2.2 The Contractor shall submit the name of the Tech Rep to the COR at the Arrival Conference.

3.1.2.3 The Contractor shall be required to…