BOUTWELL _WHEC_378W__DS_BJR_11R2

USCGC BOUTWELL (WHEC 719)

378 FOOT W HIGH ENDURANCE CUTTER

SPECIFICATION FOR DOCKSIDE REPAIRS

Developed By: Bryan J Radik

(Rev-2, 20 April 2011)

USCGC BOUTWELL (WHEC-378W) DOCKSIDE AVAILABILITY 2011

ii (Rev-2)

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: Temporary Services, Provide WORK ITEM 2: Sea Trial Performance, Provide Support WORK ITEM 3: No. 1 Main Diesel Engine Lube Oil Cooler Clean and Inspect for Debris OPTIONAL WORK ITEM 4: Number 1 Main Engine Upper Crankline Repairs OPTIONAL WORK ITEM 5: MAIN ENGINE LIFTING AND Lower Crankline Repairs

WORK ITEM 6: MAIN ENGINE REALIGNMENT

iii (Rev-2)

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

06APR11 1 5 Paragraphs 3.1.2.3, 3.1.2.3.1, 3.6.1, 3.6.1.1, 3.6.1.2, 3.8.3, and

3.9 were modified to clarify roles of tech reps.

06APR11 1 5 Paragraph 3.11.5.2 was modified to change the number of dial indicators from 10 to 6 and also require maximum movement of 0.001 in when torquing bolts of the chockfast.

06APR11 1 6 Paragraphs 3.1.2.2, 3.6.1, 3.6.1.1, 3.6.1.2, 3.8.3, and 3.9 were modified to clarify roles of tech reps.

06APR11 1 6 Paragraph 3.11.5.2 was modified to change the number of dial indicators from 10 to 6 and also require maximum movement of 0.001 in when torquing bolts of the chockfast.

07APR11 1 3 Paragraph 3.3.1 was changed to indicate the MDE will be wiped clean with lint free rags, not flushed.

07APR11 1 4 Paragraphs 3.8 and 3.8.1 were changed to indicate the MDE will be wiped clean with lint free rags, not flushed.

18APR11 2 4 and 6 Changed WI 4 to optional and WI 6 to definite 19APR11 2 4 Changed the note in para 3.6 to clarify needs of tech reps.

19APR11 2 5 All requirements for realignment were removed from this work item since they will be accomplished in WI 6.

19APR11 2 5 and 6 All requirements for the contractor to detach the engine block from the chock fast were removed since ships force will complete this before the start of contract.

19APR11 2 Gen. Reqs. Clarified requirements of production control in para 3.7.

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.

iv (Rev-2)

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 or 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 378-FRAM-W 182-2, Rev -, Main Propulsion Fdns Plan & Elevations Coast Guard Drawing 378-FRAM-W 182-5, Rev B, Blts, Chcks Prpln Dsl, Gas Turb & Red Gr Arr & L/M Coast Guard Drawing 378-FRAM-W 262-2, Rev C, Diag LO Serv Sys Mn Prpln Eng, Dsl Gen & Red Gr Coast Guard Drawing 378-FRAM-W 262-4, Rev -, LO Serv Pip Prpln Dsl Eng, Dsl Gen & Red Gear a&D Coast Guard Drawing 378-FRAM-W 801-1, Rev -, Booklet of General Plans

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual Coast Guard Commandant Instruction (COMDTINST) M10360.3C, Change 1, Jun 2006, Coatings and Color Manual Coast Guard Technical Publication (TP) 3254A, Manufacturers Instruction Book, SWBS Group(s) 233 Coast Guard Technical Publication (TP) 3254A, Manufacturer's Instruction Book, SWBS Group(s) 233 Coast Guard Technical Publication (TP) 3254B, Manufacturers Instruction Book, SWBS Group(s) 233 Coast Guard Technical Publication (TP) 3254B, Manufacturer's Instruction Book, SWBS Group(s) 233Coast Guard Technical Publication (TP) 3257, Manufacturers Instruction Book, SWBS Group(s) 241-242 Coast Guard Technical Publication (TP) 3257, Manufacturers Instruction Book, SWBS Group(s) 241-242 Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 0000, Jan 2009, General Requirements Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Jan 2009, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Jan 2009, Welding and Allied Processes v (Rev-2)

Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), Jan 2009, Provide Temporary Services

OTHER REFERENCES

ASTM International (ASTM) D4417, 2003, Standard Test Methods for Field Measurement of Surface Profile of Blast Cleaned Steel Code of Federal Regulations (CFR) Title 33 CFR, 2008, Navigation and Navigable Waters Code of Federal Regulations (CFR) Title 40, Chapter I, 2008, Environmental Protection Agency Code of Federal Regulations (CFR) Title 49, Chapter I, 2008, Pipeline and Hazardous Materials Safety Administration, Department Of Transportation Commercial Item Description (CID) A-A-59316, Nov 2003, Abrasive Materials for Blasting MIL-A-22262, Mar 1996, Abrasive Blasting Media Ship Hull Blast Cleaning Naval Sea Systems Command (NAVSEA) T9074-AS-GIB-010/271, Apr 1997, Requirements for Nondestructive Testing Methods Naval Ship's Technical Manual (NSTM) Chapter 254, May 2006, Condensers, Heat Exchangers and Air Ejectors The Society for Protective Coatings (SSPC) Surface Preparation Specification No.1 (SSPC-SP 1), 2004, Solvent Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2004, Power Tool Cleaning The Society for Protective Coatings (SSPC) VIS 1, 2004, Guide and Reference Photographs for Steel Surfaces Prepared by Dry Abrasive Blast Cleaning The Society for Protective Coatings SSPC-SP 1, 11/1/2004; Solvent Cleaning The Society for Protective Coatings SSPC-SP 3, 11/1/2004; Power Tool Cleaning vi (Rev-2)

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)

4 N Bearing Cap NSN: XXXX-YY-XXXX 14 ea.

5 Y **Crank-Line Mandrel 1 ea.

5 Y ***Engine block Lifting

Tool 2 ea.

5 Y ***Engine Stand 4 ea.

5 Y Lower Crank Shaft 1 ea.

*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 vii (Rev-2)

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_STD, paragraph

3.2.6.5 (Inspection report particulars)):

Work Item Title

This section is not applicable to this package.

viii (Rev-2)

PC_378W_WHEC_719_1109

Principal Characteristics

378W WHEC (BOUTWEL)

PHYSICAL CHARACTERISTICS

Length Overall 378' 3" Length between Perpendiculars 350' 0" Maximum Beam (@ 13' 6" DWL) 42' 0" Beam @ Main Deck 42' 0" Depth 26' 3/8" Main Deck Camber 6" in 21' 0" Minimum Berth Depth 30' 0" Height of highest projection 116' Draft, Fwd @ Full Load 14.78' Draft, Aft @ Full Load 15.61' Draft, Fwd @ Minimum Operating 14.63' Draft, Aft @ Minimum Operating 15.33' Full Load Displacement 3313 long tons Minimum Operating Displacement 2762 long tons Light Ship Displacement 2433 long tons

HULL CHARACTERISTICS

Frame Spacing 1' 0" Material Deckhouse, fwd of Fram 96 HY-100 Steel Main Deck Frames 183 to 242-1/2 and fwd of FR 96 HY-80 Steel 01 Level Frames 183 to 316 HY-80 Steel Lower hull around bow thruster, port and starboard Strakes A-3 and A-4, Frames 56 to 96 HY-80 Steel Masts and superstructure above the 01 Deck Type 3456 Aluminum Remaining ASTM A-131

MACHINERY CHARACTERISTICS

Type of Propulsion CODOG

Two Diesel Engines Fairbanks More 12-cylinder opposed piston 38-TD-8-1/8; 7000 SHP total

Two Gas Turbines Pratt and Whitney FT4A-2; 36,000 SHP total

Two Controllable Pitch Propellers Escher Wyss 4 blade, 13’ 0” diameter; 149 RPM max on Diesel engines; 235 RPM max on Gas turbines

Two Reduction Gears Western Gear

Electrical Characteristics Two 550KW-AC Type, 450V, 60 Hz, 3 Phase, 720 RPM GM 8-645 diesel driven ship's service generators (located in the Engine Room)

One 500KW-AC Type, 450V, 60 Hz, 3 Phase, Solar Model 101506-2001 gas turbine driven emergency service generator

Two 25 KVA (PF = 0.8), 120V, 400 Hz, 3 ix (Rev-2)

Phase Electronic Specialty motor generators Two 10 KVA (PF = 0.8), 120V, 400 Hz, 3

Phase Electronic Specialty motor generators

TANK CAPACITIES

Diesel Oil 192,858 gal (95%) Fresh Water 17,695 gal (100%) JP-5 Fuel 27, 603 gal (95%)

1 (Rev-2)

00000_PWB_0211_FLT

REC_0000_FLT_ Commercial Project @ CG Facility (0211)

General Requirements

1. SCOPE

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

2. REFERENCES

COAST GUARD DRAWINGS

None.

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3C, Change 1, Jun 2006, Coatings and

Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Jan 2009, General

Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Jan 2009, Welding and Allied Processes

OTHER REFERENCES

ASTM International (ASTM) D4417, 2003, Standard Test Methods for Field Measurement of Surface

Profile of Blast Cleaned Steel Commercial Item Description (CID) A-A-59316, Nov 2003, Abrasive Materials for Blasting Code of Federal Regulations (CFR) Title 33 CFR, 2008, Navigation and Navigable Waters Code of Federal Regulations (CFR) Title 40, Chapter I, 2008, Environmental Protection Agency Code of Federal Regulations (CFR) Title 49, Chapter I, 2008, Pipeline and Hazardous Materials Safety

Administration, Department Of Transportation MIL-A-22262, Mar 1996, Abrasive Blasting Media Ship Hull Blast Cleaning The Society for Protective Coatings (SSPC) VIS 1, 2004, Guide and Reference Photographs for Steel

Surfaces Prepared by Dry Abrasive Blast Cleaning

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

2 (Rev-2)

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 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 portable fire extinguishers for Coast Guard fire watch personnel. Coast Guard fire watch is in lieu of contractor personnel during the hours of 0800-1600, Monday through Friday, and limited to ten Coast Guard fire watch personnel.

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

3.4 HW disposal. The Contractor shall be responsible for all hazardous wastes generated by work under this contract. Label and package all hazardous wastes in 49 CFR-approved containers, and in accordance with all other applicable Federal, state, and local laws and regulations. In addition, comply with applicable parts of 40 CFR 262, applicable to handling of hazardous wastes.

3.4.1 Along with the Government, the Contractor shall be contractually considered the co-generator of all hazardous wastes; be aware that the Government will make available its facility’s EPA Generator Identification (ID) Number for manifesting of hazardous wastes.

3.4.2 The Contractor shall identify, arrange, and be responsible for the turnover of all hazardous wastes, within the confines of the Coast Guard shore facility, to the facility’s HM/HW Coordinator. Notify the ship’s HW Coordinator prior to any transfers of HW from ship to shore.

3.4.3 The Contractor shall prepare a manifest of hazardous waste to be reviewed and signed by the HM/HW Coordinator. Contact the HM/HW Coordinator for turnover of any hazardous waste; in addition, notify the COTR in writing 24 hours prior to any waste removals, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays).

3.4.4 The Contractor shall be aware of the following:

3.4.4.1 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 COTR or KO-approval.

3.4.4.2 Local environmental regulations at the Government facilities may be more stringent than in many jurisdictions. As with all environmental regulations, it is the Contractor's responsibility to research, prepare for, and comply with local and state regulations.

3.4.4.3 Coast Guard facilities do not have Facilities Response Plans (see 33 CFR 154 Subpart F). It is the Contractor’s responsibility to furnish the Facility Response Plan (FRP) when required for over-the-water liquids transfers to and from vessels. This requirement is applicable to transfers to/from vessels with an oil/fuel capacity of 250 barrels or more.

3 (Rev-2)

3.5 Pre-surface preparation test coupon. In order to ensure production of required surface profile, the Contractor shall accomplish the following tasks, whenever abrasive-blasting is required in a work item that is deemed a ”critical-coated’ surface:

3.5.1 Coupon material and test set-up particulars.

3.5.1.1 Conduct a performance test on all abrasive blasting operations on a Contractor- provided test coupon, prior to starting abrasive blasting operations on the vessel. Ensure the following:

• The coupon shall be a new metal plate, of the same metal type and material properties as the vessel area to be blasted - steel or aluminum plate, as applicable, and shall have no existing anchor profile - other than the surface irregularities from the manufacturing process.

• The test coupon shall be flat, with nothing welded to the side used for the anchor profile test, no thinner than a 1/8-inch plate and measuring no smaller than 1-foot by 1-foot.

• For steel substrates, the coupon shall have the mill scale intact, and be in a Rust Grade "A" condition, in accordance with SSPC-VIS 1.

• The test coupon shall be affixed so as to not permit excessive movement during the performance test, but shall not be affixed to the vessel.

3.5.1.2 Ensure that the abrasive-blasting operation for the test coupon is conducted with the identical setup and parameters that will be used blasting the designated vessel surfaces – including, but not limited to:

• The abrasive media type and media size selected to achieve the anchor profile range, as specified in the applicable work items.

• Nozzle size and type (straight bore, high velocity nozzle, angle nozzle...).

• Delivery rate and pressure settings.

3.5.1.3 Blast a one-square foot area on one side of the test coupon to the abrasive surface preparation standard specified in the work item, and perform an anchor profile test of the blasted surface in accordance with ASTM D4417, Method B or C. Notify the COTR in advance of the abrasive blasting operation test, to permit the witnessing of the test by the COTR. Submit a CFR documenting the results of the abrasive blasting operation test. The CFR shall include at a minimum, the following:

• Area of the vessel for which the verified setup will be used to abrasive blast.

• The selected abrasive media type and size.

• The nozzle size and type.

• The delivery rate and pressure.

• The test coupon starting properties (material type and surface conditions).

• The resultant anchor profile readings from the test (a minimum of 3 locations, separated by a minimum of 2 inches shall be recorded).

4 (Rev-2)

NOTES

1. A performance test of the abrasive blasting operations on a test coupon and measuring the resultant anchor profile prior to performing the abrasive blasting operation on the cutter is required. The test coupon will be used to evaluate the anchor profile produced by the equipment setup and selected abrasive media.

2. The reverse side of the test coupon may be used for the subsequent test, provided that the conditions in paragraph 3.5.1 (Coupon material and test set-up particulars) are met.

3. Ultra high pressure water jetting does not create an anchor profile and is exempt from the anchor profile test coupon check.

3.5.1.4 Repeat the abrasive blasting operation test in the following instances:

• The equipment setup, that was evaluated during the test coupon abrasive blasting performance test in paragraph 3.5.1 (Coupon material and test set-up particulars), has changed.

• The resultant anchor profile readings observed on the vessel are outside the specified anchor profile range.

• Media is changed from MIL-A-22262 to CID A-A-59316 or vice versa.

• The supplier of the abrasive blasting media changes, regardless if the new source for the media has the same specifications.

• When Directed by the COTR.

CAUTION!

Ensure that blast media from the performance test does not strike the vessel during the test.

3.6 Interim changes to SFLC Std Spec 0000. The Contractor shall be aware of the fact that the requirements of paragraph 3.3.2.1.1 (Water depth) have been revised to read as follows:

“3.3.2.1.1 Water depth. Ensure that water depth is sufficient at the pier to allow the vessel's lowest underwater appendage to clear the bottom by at least two feet at:

• Ordinary low water mark on non-tidal rivers.

• At all tide conditions predicted during the availability for tidal rivers and other navigable waterways (Bay, Lake, etc.).”

3.7 Production Control. Due to the combined nature of both contractor and Coast Guard organic work being accomplished during this repair, a strict timeline must be maintained. KTR must demonstrate an understanding of this working relationship and not change the production timeline without the COTR approval. The main intent of this contract is to assist the Coast Guard to bring the Main Diesel Engine (MDE) to full operational capability.

Much of the work will be completed by Coast Guard personnel and work items in this contract will augment that work. The following milestones must be maintained. If Optional Work Item 4 Nr1 MDE Upper Crankline Repairs or optional Work Item 5 MDE Lift and Lower Crankline Repairs are activated then 21 days will be added to the period of performance (POP) for each item and it will be required that the items are completed within that time at the beginning of the time POP. Paragraphs 3.10 through the end of Work Item 6 shall be performed

5 (Rev-2) within 10 calendar days, and will be completed toward the end of the performance period after the engine has been rebuilt. All work except temp services and sea trials shall be completed NLT 8 working days before the end of the POP in order to complete light offs, sea trials/engine break-in, final adjustments/repairs and clean-ups. In addition to Planning Document requirements in 3.2.5.2 of SFLC STAND SPEC 0000, the contractor shall also provide an electronic copy (PDF or similar viewable document) of the Planning Document with the bid (to demonstrate an understanding of and capability to comply with this section) and an updated version 5 days prior to the Arrival conference.

4. NOTES

4.1 Access to COMDTINST M10360.3. The COMDTINST M10360.3 may be accessed at the following URL address: http://www.uscg.mil/directives/cim.asp

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

6 (Rev-2)

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 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 mfgr.

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 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-12, SP-11, SP-10…).

Verify surface anchor profile using ASTM D4417-Methods B or C against COMDTINST M10360.3. 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

7 (Rev-2)

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 |

8 (Rev-2)

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-12/NACE No. 5

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: ______________

9 (Rev-2)

10 (Rev-2)

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-12/NACE No. 5

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 mils mils mils mils mils mils mils mils mils

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

_____ mils _____ mils _____ mils mils

11 (Rev-2)

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)

12 (Rev-2)

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

13 (Rev-2)

86350_LNM_0810_FLT

WORK ITEM 1: Temporary Services, Provide

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to provide temporary logistics.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

None.

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), Jan 2009, Provide

Temporary Services

OTHER REFERENCES

None.

3. REQUIREMENTS

3.1 General. The Contractor shall provide the below listed temporary logistics, in accordance with SFLC Std Spec 8635.

TABLE I - SERVICE SELECTION

*SUB-

PARAGRAPH TITLE Y/N

3.3.1 Office space N

3.3.2 Telephone (to include long distance line(s). N

3.3.3 Parking N

3.3.4 Duty section berthing: __ male, __ female. Duty section berthing shall be provided for {Note: Choose one and delete the rest: (1) The entire duration of the availability, (2) during disruption of berthing areas or (3) ______ days}

N

3.3.5 Electrical power (including all requirements in associated sub-paragraphs)

N

3.3.6 Compressed air (including all requirements in associated sub-paragraphs) N

14 (Rev-2)

3.3.7 Hazardous material/hazardous waste disposal (see Table 2 below) N

3.3.8 Heavy lift equipment: 7 days/or 40 hours Y

3.3.9 Water supply N

3.3.9.1 Potable water: {___ gallons per day, at __ psig.}{ or _____ gallons, bulk} N

3.3.9.2 Hot-circulating water N

3.3.9.3 Cooling water N

3.3.9.4 Firemain system (including all requirements in associated sub-paragraphs)

N

3.3.10 Steam (including all requirements in associated sub-paragraphs) N

3.3.11 Refuse disposal N

3.3.12 Sewage and grey water disposal (including all requirements in associated sub-paragraphs) N

3.3.13 Storage – General (including all requirements in associated sub-paragraphs):

Y

Dry stores. N Paint and flammable stores: 2 20ft container boxes and plywood protection to be placed on and removed from flight deck

Y

Refrigerated stores. N

3.3.14 Small boat storage (including all requirements in associated sub-paragraphs)

N

*Each sub-paragraph number relates directly to the identical sub-paragraph number in SFLC Std Spec 8635.

TABLE 2 - HARZADOUS WASTE DISPOSAL

LIQUIDS (GALLONS) SOLIDS

Paint Thinners

Engine Coolant

Bilge Water Oily Filters

Oily Rags (lbs)

Empty Containers (previously housed hazardous materials)

1-gal 5-gal

55-gal

00 00 00 00 00 00 00 00

3.2 Extended temporary services. If the performance period of the contract is extended by the KO, the contractor shall continue to provide all temporary services as specified herein for the extension period.

4. NOTES

This section is not applicable to this work item.

15 (Rev-2)

86850_PWB_0909_FLT

WORK ITEM 2: Sea Trial Performance, Provide Support

1.1 Intent. This work item describes the requirements for the Contractor to provide support for the performance of sea trials. Sea trials will include a full break-in of the newly rebuilt MDE. Contractor can expect sea trials to last 3 full days away from the pier.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

None.

COAST GUARD PUBLICATIONS

None.

OTHER REFERENCES

None.

3. REQUIREMENTS

3.1 Trial applicability. The Contractor shall provide support to the vessel crew to perform sea trials for all work items that require conducting operational tests while the vessel is waterborne or underway, prior to the item certification as being complete. The Contractor shall be responsible for ensuring all test procedures are prepared, approved, and distributed for the sea trials, and shall be responsible for recording test data and submitting CFRs to the COTR.

3.2 Sea trial agenda. The Contractor shall prepare an agenda that details the Contractor’s plans for ensuring completion of the required sea trials.

3.2.1 Agenda contents.

3.2.1.1 The agenda shall consist of chronological list of administrative events, inspection events and test events.

Events shall be arranged to permit expeditious conduct with minimum interference between concurrent events.

NOTE

16 (Rev-2)

Mutually compatible events may be scheduled simultaneously.

3.2.1.2 The agenda shall identify installation of any test equipment or component modification that could impact the normal operation of equipment or systems during performance of the trials.

3.2.1.3 The agenda shall identify any operating instructions or special test procedures that could impact the normal operations of equipment or systems.

3.2.1.4 The agenda shall include the full name, title, security clearance, home address, home telephone number and name of next of kin of each Contractor-personnel scheduled to ride the ship during performance of the trials.

3.2.2 Agenda submission requirements. The Contractor shall submit four legible copies of the sea trial agenda to the COTR two days prior to the scheduled trials. The Contractor shall coordinate both the planning and conduct of the post-overhaul ship trials with the ship’s force (see 4.1 (Equipment operation)).

3.3 Environmental compliance. The Contractor shall abide by the below-listed rules, in addition to all other Federal, state, and local rules governing the overboard discharge of garbage and oil in the water.

3.3.1 Discharge of garbage.

GARBAGE TYPE RULE

Plastics, including synthetic ropes, fishing nets, and plastic bags Prohibited in all areas

Floating dunnage, lining and packing materials Prohibited less than 25 miles from nearest land

Food waste, paper, rags, glass, metal, bottles, crockery and similar refuse

Prohibited less than 12 miles from nearest land

Comminuted or ground food waste, paper, rags, glass, etc…

Prohibited less than 3 miles from nearest land

3.3.2 Discharge of oil. The Contractor shall be aware that the Federal Water Pollution Control Act prohibits the discharge of oil or oily waste upon or into any navigable waters of the U.S. The prohibition includes any discharge that causes a film or discoloration of the surface of the water or causes a sludge or emulsion beneath the surface of the water.

CAUTION!

Violators are subject to substantial civil and/or criminal sanctions including fines and imprisonment.

3.4 Dock trials. The Contractor shall conduct dock trials to demonstrate the material readiness of the ship for sea trials. Additionally, all onboard tests conducted after installation and prior to sea trials to prove proper installation and satisfactory operation of equipment shall be conducted in accordance with the requirements specified in the work items designated in paragraph 3.1 (Trial applicability). Ensure that the dock trials are begun no later than 12 hours prior to the scheduled sea trials.

3.4.1 The Contractor shall provide a pier facility (or allow the cutter to move to a Coast Guard pier) in order to support dock trials. Dock trials may not be conducted while the cutter remains floating inside the dry-dock (not touching the blocks).

3.4.2 During dock trials, Contractor personnel shall observe tests under their cognizance and make such adjustments and repairs, as required.

17 (Rev-2)

3.5 Sea trials. As soon as possible after completion of the dock trials, the Contractor shall coordinate performance of the seal trials, based on the operational tests, as required in the applicable work items, for the following purpose:

• Performing tests that could not be performed while the ship was moored.

• Serving as final step in proving the success of the overhaul/repair tasks required in the designated work items, and ensuring that Contractor and COTR are both satisfied that the ship is in all respects ready for final acceptance.

3.5.1 The Contractor shall have representatives on board the cutter to observe the trials for the purpose of observing whether or not the repairs are satisfactory.

3.5.2 The sea trials shall be carried out in free route, away from other shipping, as designated by the COTR.

3.6 Post-trial examination. After the completion of the sea trial, the Contractor shall perform a careful and thorough examination of parts of the repaired machinery, as designated by the COTR. If any part of the ship or its equipment fails to meet contractual requirements during trials, perform additional trials after corrective measures have been taken.

NOTES

1. Examples of dock trials include conducting cold (pre-lightoff) and hot checks, cycling machinery (rudders, BPU, turning gear, fin stabilizers), and conducting any post-docking shaft alignment verification checks. This time may also be used to on-load fuel, if needed for operations.

2. The conditions of the trials will be determined largely by the character of the work that has been performed in each case, and as designated by the COTR. A full power trial should be run at this time unless the COTR elects to defer this run until all new machinery parts are properly run-in or the training status of the crew permits full power operation without undue hazard.

3. This examination may be conducted by the Engineer Officer of the ship, in which case he shall report the results of the examination to the COTR, fully describing any defects or improper conditions found.

4. Representatives of manufacturers who have furnished ship components may be invited to witness trials subject to approval of the CO or OINC of the ship.

4. NOTES

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

18 (Rev-2)

SNN_NNN_24100_JAH_1006_378W_719

WORK ITEM 3: No. 1 Main Diesel Engine Lube Oil Cooler Clean and Inspect for Debris

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to clean and inspect the No. 1 Main Diesel Engine Lube Oil Cooler in conjunction with the inspection of the No. 1 Main Diesel Engine.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 378-FRAM-W 262-2, Rev C, Diag LO Serv Sys Mn Prpln Eng, Dsl Gen & Red

Gr Coast Guard Drawing 378-FRAM-W 262-4, Rev -, LO Serv Pip Prpln Dsl Eng, Dsl Gen & Red Gear a&D

COAST GUARD PUBLICATIONS

Coast Guard Technical Publication (TP) 3254A, Manufacturer's Instruction Book, SWBS Group(s) 233 Coast Guard Technical Publication (TP) 3254B, Manufacturer's Instruction Book, SWBS Group(s)

233Coast Guard Technical Publication (TP) 3257, Manufacturers Instruction Book, SWBS Group(s) 241-242

Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual

Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 0000, Jan 2009, General Requirements

OTHER REFERENCES

Naval Ship's Technical Manual (NSTM) Chapter 254, May 2006, Condensers, Heat Exchangers and Air

Ejectors Naval Sea Systems Command (NAVSEA) T9074-AS-GIB-010/271, Apr 1997, Requirements for

Nondestructive Testing Methods The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2004, Power Tool Cleaning

19 (Rev-2)

3. REQUIREMENTS

3.1 General.

3.1.1 CIR. None.

3.1.2 Technical Representative. Not applicable.

3.1.3 Protective measures. The Contractor shall furnish and install suitable covering to seal off and protect all non-affected surfaces/equipment and spaces in the vicinity of the work area against contamination during the performance of work. Upon completion of work, remove protective material and inspect for the presence of contamination. Clean all equipment and spaces, contaminated due to improper protection, to original condition of cleanliness.

3.1.4 Interferences.

3.1.4.1 General. The Contractor shall be aware that interferences in way of work include, but are not limited to the below-listed. Handle all interferences in accordance with SFLC Std Spec 0000.

• Deck plates

• Piping Systems

3.2 Previous Recent Work Performed On The No. 1 Main Diesel Engine

3.2.1 This item is to be used in conjunction with the inspection of the No. 1 Main Diesel Engine.

3.3 Intent Of Work

3.3.1 The intent of this item is to clean the main diesel engine lube oil cooler in conjunction with the lube oil sump of the No. 1 Main Diesel Engine that will be wiped clean with lint free rags after machining work. The Coast Guard suspects that the damage to the main engine may have lodged debris in the lube oil cooler. Complete disassembly of the cooler will be required.

3.4 Lube Oil Cooler Cleaning and Inspection

3.4.1 Remove or protect all interferences. Known interferences include, but are not limited to, deck plates, frame works, and associated system piping. Temporary removal and reinstallation of any interferences required to complete this work item is the responsibility of the Contractor. All interferences that are removed shall be tagged to facilitate the proper reinstallation. Ensure that all equipment removed for reinstallation is kept in a clean, dry, protected location off the cutter at the Contractor's facility. Obtain verification from the Coast Guard Inspector for the protective measures taken for equipment not removed. All removed items, except structural members, in the presence of the Coast Guard Inspector, shall be tested before removal and after reinstallation to confirm proper operation.

3.4.2 Drain the No. 1 Main Diesel Engine lube oil cooler and associated piping of all mediums, oil, water, and etc. Dispose of drained liquids in accordance with applicable local, state, and federal laws and regulations.

A verification ship check by Contractor prior to bidding is recommended to determine possible interferences;

including piping arrangements of affected coolers, physical dimension of coolers, and any other complications

20 (Rev-2) that may arise during the performance of this work item. See CG Tech Pubs 3254A and 3254B for related information on affected heat exchanger.

3.4.2.1 All fluid that drains from the system shall be cleaned up and removed within 1 hour of draining. Any fluid that drains on the cutter's decks shall be cleaned up and removed within one hour of drainage.

3.4.2 Disconnect the No. 1 MDE Lube Oil Cooler from its respective piping systems. Blank flange openings using at least four fasteners 90 degrees apart, plug, or cap all pipe openings to prevent contamination of piping systems.

3.4.3 Transport the No. 1 MDE Lube Oil Cooler to the shop. In the shop, remove the heads from the cooler and completely remove the tube sheet from the cooler shell.

3.4.4 Clean all parts and remove any debris from the shell and from the tube sheet.

3.4.4.1 Clean tubes and shell using chemical and/or mechanical processes in accordance with NSTM Chapter 254 until all soft and/or hard debris are removed. The Coast Guard Inspector will inspect all Lube Oil Coolers to verify complete cleaning before testing. The Contractor shall contain all soft debris, hard debris, and chemical agent and dispose of in accordance with all federal, state, and local laws and regulations.

3.4.5 Lay out for inspection by the Coast Guard Inspector.

3.4.6 In the presence of the Coast Guard Inspector, verify that all debris has been removed from the cooler.

3.4.7 Pressure Test Of Lube Oil Cooler

3.4.7.1 Inspect the No. 1 MDE Lube Oil Cooler to determine if repairs will be required prior to hydrostatic testing, or if a complete renewal of any of the coolers is recommended. Submit results with recommendations in the form of a Condition Found Report (CFR).

3.4.7.2 In the presence of the designated Coast Guard Inspector, hydrostatically test the tube sides of Lube Oil Cooler in accordance with NSTM Chapter 254 using clean fresh water to a test pressure specified in the applicable CG Tech Pub and hold for 30 minutes. There shall be no leaks or deformation of the Lube Oil Coolers or any of their components for the testing to be satisfactory.

3.4.7.3 Upon completion of satisfactory hydrostatic tests reassemble Lube Oil Cooler using new in kind Contractor furnished fasteners, gaskets, O-rings and zincs.

3.4.7.4 In the presence of the designated Coast Guard Inspector, hydrostatically test the shell side of Lube Oil Cooler using clean fresh water to 120 PSIG and hold for 30 minutes. Submit results of tests in the form of a Condition Found Report. Testing shall be in accordance with NSTM Chapter 254 with minimum acceptance standards of no leakage or permanent deformation.

3.4.7.5 Upon completion of successful hydro test immediately the Lube Oil Cooler thoroughly of any residual water to prevent rusting and any potential for water cross-contamination of system fluid.

3.5 Lube Oil Cooler Preservation

3.5.1 Power tool clean the exterior of the No. 1 MDE Lube Oil Cooler to a tight paint film in accordance with SSPC-SP 3. Paint the cooler with one coat of epoxy paint to match existing in accordance with the applicable section of COMDTINST M10360.3.

21 (Rev-2)

3.5.1.1 Power tool clean the lube oil cooler foundations and the engine room bilges around where the lube oil cooler was removed. Prepare and touch up paint the Lube Oil Cooler foundations while Lube Oil Coolers are removed.

3.6 Cooler Reinstallation

3.6.1 Drain test fluids from the cooler.

3.6.2 Remove blank flanges, caps, or plugs from piping systems, clean flange faces and reconnect the No. 1 MDE Lube Oil Cooler. Use new Contractor furnished fasteners, seals, and gaskets. All new fasteners shall be monel.

3.6.3 Restore piping connections.

3.6.4 Refill system fluids in accordance with CG Tech Pubs, venting air from high points as system fluid is restored.

3.7 Acceptance Testing

3.7.1 Test Performance – All acceptance tests shall be performed in the presence of the Coast Guard Inspector.

Provide a written report to the Coast Guard Inspector of all test results within one week of test completion.

3.7.2 Operational Test – Verify proper operation of the components or systems affected by this work. During this testing, run the equipment through its full range of capabilities in all configurations and operating modes.

3.7.2.1 During operational testing of the reduction gear, inspect all piping connections on the lube oil cooler.

Ensure that there are no leaks. Fix any leaking connections.

3.8 Restoration

3.8.1 Touch-up preservation. The Contractor shall prepare and touch-up coat all disturbed surfaces to match existing adjacent surfaces in accordance with COMDTINST M10360.3, Appendix B (Cutter and Boat Interior Painting Systems). Abide by all touch-up requirements outlined in SFLC Std Spec 0000, Appendix A (Requirements for Preservation of Ship Structures).

3.8.2 After completion of final inspections, provide and install new flange spray shields at all lube oil connections that were disturbed during this work.

22 (Rev-2)

Snn-nnn_23300_JAH_1110_378W_719

OPTIONAL WORK ITEM 4: Number 1 Main Engine Upper Crankline Repairs

1.1 Intent. This work item describes the requirements for the Contractor to make repairs to the No. 1 Main Diesel Engine upper crankline.

1.2 Government-furnished property.

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST

($/UNIT)

N Bearing Cap NSN: XXXX-YY-XXXX 14 ea.

*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 Service Center.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 378-FRAM-W 801-1, Rev -, Booklet of General Plans

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Coatings and Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Jan 2009, General

Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Jan 2009, Welding and Allied Processes

OTHER REFERENCES

The Society for Protective Coatings SSPC-SP 1, 11/1/2004; Solvent Cleaning The Society for Protective Coatings SSPC-SP 3, 11/1/2004; Power Tool Cleaning

3. REQUIREMENTS

3.1.1 CIR. None.

23 (Rev-2)

3.1.2 Tech Rep. The Contractor shall provide the services of qualified Tech Rep, who is familiar with the Main Diesel Engine 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…