Attachement 2 SEA FOX Spec Rev. 1.pdf

70Z080-20-Q-PV193100

Attachment 2

USCGC SEA FOX (WPB 87374)

SPECIFICATION FOR UNPLANNED DRYDOCK REPAIRS

FY2020

Developed By: Michael W Soost

(Rev-1, 24 January 2020)

USCGC SEA FOX (WPB-87) UNPLANNED AVAILABILITY FY2020

ii (Rev-1)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii

Consolidated List of References ...................................................................................................................iv

Consolidated List of Government-furnished Property .................................................................................. v

Consolidated List of Critical Inspection Items ............................................................................................. vi

Principal Characteristics ............................................................................................................................. vii General Requirements

WORK ITEM 1: Propeller, Port, Renew

WORK ITEM 2: Drydock

WORK ITEM 3: Temporary Services, Provide - Cutter

WORK ITEM 4: Rudder Assembly, Port, Remove, Inspect and Reinstall WORK ITEM 5: Rudder Bearing, Port, Renew iii (Rev-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

24JAN20

Rev-1

Revised to include Work Item 5, Optional Renewal of Lower

Port Bearing

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-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 the 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 – from links located on the SFLC website. Commercial sites provide access to their respective documents.

COAST GUARD DRAWINGS

Coast Guard Drawing 87 WPB 085-011, Rev C, Lifting Slings

Coast Guard Drawing 87 WPB 085-012, Rev A, Lifting Cradle

Coast Guard Drawing 87 WPB 085-013, Rev B, Docking Plan

Coast Guard Drawing 87 WPB 243-003, Rev –, Propulsion Shaft Details

Coast Guard Drawing 87 WPB 245-003, Rev A, Propeller Details

Coast Guard Drawing 87 WPB 561-001, Rev J, Steering System Details

Coast Guard Drawing 87 WPB 561-001, Rev K, Steering System Details

Coast Guard Drawing 87 WPB 562-001, Rev A, Rudder Details

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction(COMDTINS) M10360.3 (series), Coatings and Color Manual

Coast Guard Technical Publication (TP) 4506, Wartsila TM-EL-68839, Issue A, Mar 2005, Rudderstock

Seal Type EL

Coast Guard Technical Publication (TP) 4564A, Electronic Steering System

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General

Requirements

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2018, General

Requirements

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

Allied Processes

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2018, Welding and

Allied Processes

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2018, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), 2014, Drydocking

Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2014, Temporary

Services

OTHER REFERENCES

None v (Rev-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 Port Propeller (LH) PN: 706-3350.00 LH NSN:

2010-01-459-0421

1 ea. 9542.05

1 N *Propeller Nut Wrench N/A 1 ea. 200.00

1 N Propeller Nut PN: 5317350 NSN: 2010-01- 458-9217

1 ea. 322.07

1 N Propeller Nut, Locking PN: 5317355 NSN: 5310-01- 458-9125

1 ea. 285.10

1 N Anode, Propeller Nut PN: 87WPB243001ITEM39

NSN: 5342-01-481-8403

1 ea. 153.06

2 Y *Transducer Cover

Plate

N/A 2 ea. 50.00

4 Y **Rudder Assembly, port

NSN: 2040-01-461-1944 1 ea. 6113.36

4 N Upper Roller Bearing NSN: 3110-01-512-5534 1 ea. 287.43

4 N **Wartsila EL Seals

Kit

PN: H75492-01 NSN: 2040-01-

565-9776

1 ea. 7243.42

4 N **Lower Bearing PN: TBF113090 NSN: 3120-

20-000-7677

1 ea. 370.15

*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 (Rev-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

2 Drydock

4 Rudder Assembly, Port, Remove, Inspect and Reinstall

5 Rudder Bearing, Renew vii (Rev-1)

PRINCIPAL CHARACTERISTICS

87' WPB

PHYSICAL

Length overall 87'

Length between perpendiculars 81' 7"

Depth 10' 11"

Maximum beam 19.4'

Draft, mean to design waterline 5' 9"

Height of highest projection 50.2'

Full load displacement 93.5 long tons

Minimum operating displacement 83.9 long tons

Displacement, light ship 77.9 long tons

Framing Longitudinal

Bulkheads Four watertight bulkheads located below the Main Deck

Anchor 40 lb Fortress with 480 ft. 3 strand 5/8" dia. Line stayset

HULL

Hull/main weatherdeck material ABS Grade AH 36

Superstructure 5086 Aluminum

MACHINERY

Main propulsion Two MTU 8V396TE94, sequential turbo-charged diesels

Reduction gears Two ZF Type BW 255

Propulsion shaft Two AQUAMET 22, 101.6mm

Shaft diameter 4"

Shaft seal Two John Crane mechanical seals

Shaft bearing, intermediate Thordon Elastomeric Bearing

Shaft bearing, aft Thordon Elastomeric Bearing

Number of propellers 2

Number of blades 5

Diameter of propeller 1040mm

Pitch 1230 mm fixed

Shaft RPM 828

Rudders Two 316L Stainless Steel

Ship's service generators Two Man Model D08241F01 diesel with Stanford 60KW Generator

TANK CAPACITIES

3-9-1-f (fuel oil) 1402 gal

3-9-2-f (fuel oil) 1402 gal

3-12-2-f (waste oil) 86 gal

3-12-1-f (oily water) 86 gal

3-7-0-q (sewage collection) 352 gal

3-7-1-q (grey water) 52 gal

3-12-1-w (fresh water) 200 gal

3-12-2-w (fresh water) 200 gal

1 (Rev-1)

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.

00000_1219_FLT

REC_00000_FLT_Commercial Project @ Contractor’ Facility (1212)

General Requirements

1. SCOPE

1.1 Intent. This standard specification invokes general requirements for conducting vessel repairs performed at a commercial contractor’s 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 PUBLICATIONS

Coast Guard Commandant Instruction(COMDTINS) M10360.3 (series), Coatings and Color Manual

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2018, General

Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2018, Welding and

Allied Processes

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2018, Requirements for Preservation of Ship Structures

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.

2 (Rev-1)

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 6 of COMDTINST M10360.3) are strictly prohibited.

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

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

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 two 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 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 M10360.3, Chapter 6 (Cutter and Boat Colors Exterior and Interior).

3.4 Welding and brazing requirements. The Contractor shall perform all welding and allied processes, and NDE 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 Contractor operated (non USCG) facilities. The Contractor shall provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix A, Requirements for Environmental Protection at

Contractor Operated (Non USCG) Facilities, as applicable, 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 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 (Rev-1)

3.5.1.1 USCG Generator status. The activity Generator Status for the Coast Guard Facility is small .

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 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 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 A, Requirements For

Environmental Protection At Contractor Operated (Non USCG) Facilities for HW disposal.

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 2018 Edition Standard Specifications and supersede published content:

None.

4 (Rev-1)

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.

QA-1 - QUALITY ASSURANCE INSPECTION FORM

5 (Rev-1)

(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

QA-2 - QUALITY ASSURANCE INSPECTION FORM

6 (Rev-1)

(ENVIRONMENTAL READINGS)

VESSEL NAME

HULL #

WORK ITEM

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 |

NAME OF QP-1/NACE INSPECTOR SIGNATURE CERT. # DATE / TIME

7 (Rev-1)

QA-3A - QUALITY ASSURANCE INSPECTION FORM

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

VESSEL NAME HULL # WORK ITEM

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: ABRASIVE 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): Reading (mils): Reading (mils):

MEAN MIL READING (IAW ASTM D4417-METHOD C) FOR ABOVE 15 READINGS:

NAME OF QP-1/NACE INSPECTOR SIGNATURE CERT. # DATE /

TIME

8 (Rev-1)

QA-3B - QUALITY ASSURANCE INSPECTION FORM

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

VESSEL NAME HULL # WORK ITEM

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: ABRASIVE 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):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Mean Reading (mils)

Mean Reading (mils) IAW ASTM DD4417).

9 (Rev-1)

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

VESSEL NAME HULL # WORK ITEM

SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15.

DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)

10 (Rev-1)

(Use one sheet for each sequence)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

VESSEL NAME

HULL #

WORK ITEM

COATING MFG

PRODUCT NAME

BATC

H #

INDUCTI

ON 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.

1 AVG. BMR DEVIATION

1 AVG. BMR DEVIATION

APPLICATION METHOD (AIRLESS,

CONVENTIONAL SPRAY, ROLLED)

AVERAGE DFT

11 (Rev-1)

24505_MWS_0120_87WPB

WORK ITEM 1: Propeller, Port, Renew

1.1 Intent. This work item describes the requirements for the Contractor to renew the port (LH) propeller.

1.2 Government-furnished property.

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST

($/UNIT)

Y Port Propeller (LH) PN: 706-3350.00 LH

NSN: 2010-01-459-0421

1 ea. 9542.05

N *Propeller Nut Wrench N/A 1 ea. 200.00

N Propeller Nut PN: 5317350

NSN: 2010-01-458-9217

1 ea. 322.07

N Propeller Nut, Locking PN: 5317355

NSN: 5310-01-458-9125

1 ea. 285.10

N Anode, Propeller Nut PN: 87WPB243001ITEM39

NSN: 5342-01-481-8403

1 ea. 153.06

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

Coast Guard Drawing 87 WPB 243-003, Rev –, Propulsion Shaft Details

Coast Guard Drawing 87 WPB 245-003, Rev A, Propeller Details

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements

3.1 General.

3.1.1 CIR.

12 (Rev-1)

CAUTION

Incidental propeller impact by any object, and/or blade contact with the ground, is strictly prohibited. Report any instances to the Coast Guard

Inspector immediately via CFR.

NOTE

Do not remove any propeller protection without KO permission prior to blue fitting and installation.

When blue fitting, remove only a minimum amount of protection to facilitate fitting.

3.1.2 Tech Rep.

Not applicable.

3.1.3 Protective measures. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces near 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:

Fairing plate.

Rudder.

3.1.5 Propeller handling. Propellers shall not be lifted by a single blade at any time and shall be lifted as close to the blade roots as physically possible.

3.2 Renewal particulars. The Contractor shall renew the port propeller as follows while using Coast

Guard Drawings 87 WPB 243-003 and 87 WPB 245-003 as guidance:

3.2.1 Government-furnished propeller and crate inspections. The Contractor shall accomplish the following:

3.2.1.1 Upon receipt of the crate Government-furnished LH propeller, conduct a crate inspection and report any notable crate damage. Submit a CFR.

3.2.1.2 When removing the propeller from the crate, conduct a visual inspection of the propeller protection and strippable compound. Immediately report all discrepancies (i.e., damaged and/or missing strippable compound, damaged edge guards, missing accessories, etc.) to the Coast Guard Inspector.

Submit a CFR.

3.2.2 Existing propeller removal.

3.2.2.1 The Contractor shall scribe-mark the position of the existing port propeller to facilitate installation of the new GFE propeller. Remove the existing propeller.

13 (Rev-1)

WARNINGS!

Do not machine the shaft taper.

The propeller is fastened to a steel plate at the bottom of the container. Do not lift the propeller unless completely detached from the shipping container.

NOTE

It is prohibited to use grease, oil, or other substances on the taper to help drive the propeller.

WARNING

Do not machine the shaft taper.

NOTE

Some propeller nuts in stock inventory are known to not fit inside the propeller nut wrench. Should this be encountered, the corrective measure to be taken, after obtaining KO authorization, is to machine the outer dimensions of the propeller nut to fit inside the propeller wrench.

3.2.2.2 The Contractor shall repackage the MTI propeller using the existing propeller container, mounting plate, edge guards, and hardware, with exception of the strippable compound, in the same manner the new

GFP propeller was received.

3.2.3 Propeller installation. The Contractor shall abide by and accomplish the following:

3.2.3.1 Hand clean the new propeller hub bore and shaft taper to remove all foreign particles for a clean metal-to-metal fit.

3.2.3.2 Verify hub fits in the presence of the COR and with the key in place, carefully check the fit of the propeller hub bore to the shaft taper by applying Prussian blue, 0.0002” to 0.0004” thick, to the shaft taper. Submit a CFR.

3.2.3.2.1 80 percent contact over the taper area, with a slightly heavier fit on the larger end, is required.

Do not heat the shaft taper to compensate for a poor fit.

3.2.3.2.2 If the fit is less than 80 percent, hand stone the propeller hub bore, as required, to achieve 80 percent contact over taper surface.

3.2.3.3 Install the new propeller onto the propulsion shaft in accordance with Coast Guard Drawing 87

WPB 243-003. After the propeller is installed on the taper, install the propeller nuts using the

Government-furnished propeller nut wrench.

3.2.3.4 Lock each propeller nut in place with new Contractor-furnished, stainless steel 3/8” x 6” cotter pin.

3.2.3.5 Reinstall the fairing plate as shown on Coast Guard Drawing 87 WPB 243-003.

3.2.3.6 Renew the propeller nut anode with the Government-furnished propeller nut anode.

14 (Rev-1)

3.3 Testing. During sea trials, verify that there is neither abnormal vibration nor problems with making rated speed. Submit CFR.

This section is not applicable to this work item.

15 (Rev-1)

86340_0419_FLT

REC 86340_FLT_87 WPB (ALL) (0919)

WORK ITEM 2: Drydock

1.1 Intent. This work item describes the requirements for the Contractor to drydock the vessel, undock the vessel, and perform various drydocking-related tasks.

COST

($/UNIT)

Y *Transducer Cover Plate N/A 2 ea. 50.00

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

Coast Guard Drawing 87 WPB 085-011, Rev C, Lifting Slings

Coast Guard Drawing 87 WPB 085-012, Rev A, Lifting Cradle

Coast Guard Drawing 87 WPB 085-013, Rev B, Docking Plan

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements

Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), 2014, Drydocking

16 (Rev-1)

The Contractor shall submit a CIR for the inspections listed in the following paragraph:

3.10.1 Inaccessible voids.

3.1.3 Protective measures. The Contractor shall furnish and install all protective coverings to seal off and 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

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 following:

Anchor assembly

Load conditions

U/W body appendages

3.2 Key personnel. The Contractor shall determine key personnel and require their presence during all drydocking phases as required by SFLC Standard Spec 8634. Submit list of key personnel to the COR.

3.3 Docking and undocking. The Contractor shall perform drydock and undock in accordance with SFLC

Std Spec 8634, using Coast Guard Drawings 87 WPB 085-011, 87 WPB 085-012, and 87 WPB 085-013 for guidance.

3.4 Cutter conditions. The Contractor shall use the Full Load Condition values listed below all in inches, for purposes of performing Pre-Award calculations as described in Appendix A (Requirements for

Calculations) of SFLC Std Spec 8634.

Displacement (LT): 90.39.

VCG (FT ABL): 7.62.

LCG (FT aft of Frame Zero): 51.96.

Length (Molded) (FT): 86.92.

Length of supported keel (FT): 61.05 (Position 1)

Length of supported keel (FT): 50.88 (Position 2)

3.4.1 Blocking. The Contractor shall facilitate docking the vessel in designated block position by arranging keel and side blocks and ensuring minimum block heights as shown on the vessel's docking plan. Contractor's use of a cradle, built to Coast Guard Drawing 87 WPB 085-12, shall require the fitting of keel blocks with soft wood wedges, based on the docking positions noted in Coast Guard Drawing 87

WPB 085-013, after lifting.

TABLE 1 - BLOCKING

Pos.

BLOCK HEIGHT ABOVE DOCKING

FACILITY DECK

Steel

Plate

Situation

Awareness

Fin

Stabilizers

Additional

17 (Rev-1)

1. The USCG has established several approved alternate docking plans for each vessel-class, to facilitate complete access to the entire U/W body structure, for periodic comprehensive inspection and/or 100% preservation.

This inspection and preservation pattern and periodicity is a configuration management concern that is a vital requirement of the contract. Intention to deviate from these plans (fewer blocks, block spacing, additional blocks, etc) is to be identified on pre-award calculations (Paragraph 3.5.2); an alternate docking plan and mitigation strategy will be provided to maintain preservation and inspection configuration.

2. Pre-award calculations may be deemed unsatisfactory - and may adversely affect contract award if they are submitted with the following detrimental factors:

a. No methods have been proposed that meet the requirements for the specified docking plan.

b. Proposed block shifting or fleeting risk-mitigating plan may result in delays in period of performance.

c. Proposed alternate docking plan violates USCG configuration management policies.

Min. Rudder

Removal

Propeller

Removal

Shaft

Removal

48" NA NA NA NA NA None

3.4.2 Cable, sling, or strap tension calculation. If the Contractor plans to use a vertical lift, crane, or travel/mobile lift to haul out the vessel, the Contractor shall submit the cable, sling, or strap tension calculation specified in Table A1 and paragraph A2.7.2.7 of SFLC Std Spec 8634 with the Pre-Award calculations, using the loading condition specified in paragraph 3.4.

3.5 Pre-award calculations. The Contractor shall provide to the KO a set of pre-award calculations, as described in SFLC Std Spec 8634 Appendix A.

3.5.1 Provide vertical side/bilge block offsets for any side blocks placed in a location where vertical offsets are not already defined by the docking plan.

3.5.2 Submit an alternate blocking arrangement, as part of the pre-award calculation submission, to compensate for any changes from the docking plan.

3.5.2.1 If the alternate blocking arrangement interferes with U/W hull plate inspection or 100% preservation of U/W body surfaces required under separate work items in this specification package, the

Contractor shall include a plan of how inspection/preservation will be accomplished. Plan shall include any modifications necessary to the prescribed docking plan including removing, shifting, repositioning blocks, or fleeting the vessel at no additional cost to the Government.

3.6 Unplanned availability: Underwater body cleaning-removal of marine growth. The Contractor shall accomplish the work in this paragraph in lieu of the work described in SFLC Std Spec 8634 paragraphs

18 (Rev-1)

WARNING

Do not use chemical additives in the freshwater wash. Take extreme care to avoid damaging or removing existing intact underwater body coating.

3.5.4.1 and 3.5.4.2. Within four hours after the vessel has been docked, the Contractor shall start cleaning the entire underwater hull from the upper edge of the boot top down, including sea chest gratings, sea chest interiors, fairwaters, rope guards, rudder, shaft strut, z-drive, thruster tunnel, and zinc anodes, as applicable. The Contractor shall remove all marine growth, fouling, salt, and dirt from the underwater hull by High Pressure Fresh Water Wash, using a minimum pressure at the nozzle of 3,500 psi and maximum pressure of 7,000 psi. Complete the hull cleaning before marine growth hardens. Removal of gratings is not required.

3.7 Fuel offloading. The Contractor shall remove and dispose of up to 1,500 gallons of fuel from the vessel.

3.8 Fleeting. Not required.

3.8 Fleeting. At the Arrival Conference, the Contractor shall submit a second set of Drydocking calculations in accordance with SFLC Std Spec 8634, Appendix A for the alternate blocking position from that indicated in paragraph 3.4.1 Blocking position. Ensure the plans include any risk mitigating efforts necessary associated with other U/W body work items to ensure availability completion is not delayed.

3.9 Fluid removal and disposal.

3.9.1 The Contractor shall drydock the cutter with all tanks empty.

3.9.2 The Contractor shall empty all tanks in order to fulfill the drydock requirements, shown on Coast

Guard Drawing 87 WPB 085-013. Dispose of all fluids in accordance with Federal, State, and local regulations.

3.9.2.1 Dirty oil and oily water. The Contractor shall remove and dispose of up to 85 gallons of dirty oil and up to 85 gallons of oily water from the vessel.

3.9.2.2 Sewage and grey water. The Contractor shall remove and dispose of up to 363 gallons of sewage and up to 55 gallons of grey water from the vessel.

3.10 Inaccessible voids.

3.10.1 Inaccessible void inspections. In the presence of the Coast Guard Inspector, the contractor shall accomplish the following tasks for all non-accessible voids and submit a CIR:

3.10.1.1 Remove and dispose of the existing drain plugs.

3.10.1.2 Submit a CIR noting any liquids draining from any of the voids – indicating the presence of a leak.

3.10.1.3 Dispose of any drained liquids in accordance with all federal, state, and local laws and regulations.

19 (Rev-1)

3.10.2 Plug renewal and interior coating. Upon completion of all work on appendages, the Contractor shall accomplish the following:

3.10.2.1 Chase the hull inserts threads of all plugs.

3.10.2.2 Install new stainless steel, Type 316, or Monel drain plugs, in place of original plugs.

3.10.2.3 Coat new plugs prior to installation with a sealing and locking compound conforming to ASTM

D5363-AN0123 or a flexible joint compound conforming to MIL-S-45180, Type II.

3.10.2.4 Apply rust preventative compound conforming to MIL-PRF-16173, Class II, Grade 3, to each void and appendage using the fill and drain method. Collect and dispose of all excess compound in accordance with all federal, state, and local regulations. Ensure coated surfaces are left exposed to the atmosphere for 24 hours minimum to allow for adequate drying

4.1 Arrival conditions. The COR will advise the Contractor of the actual tank and draft readings when the vessel arrives, and will discuss with the Contractor any liquid loading changes necessary.

4.2 Tanks. The tanks identified in Table 1 below require fluid offload.

TABLE 1 – TANK INFORMATION

TYPE OF TANK LOCATION MAX CAPACITY

(GALLONS)

Diesel fuel

Stbd Centerline

1,450

Diesel fuel

Port Centerline

1,450

Dirty Oil

Port Centerline

Oily Water

Stbd Centerline

Sewage

Hold Deck between Frames 6 and 8, 3-7-0-W

Grey Water

Below Hold Deck between Frames 8 and 9, 3-7-1-W

4.3 Potable water pumping. Ship’s Force will pump the potable water overboard prior to drydocking in lieu of requiring the Contractor offload the potable water.

CAUTION

Some liquids that are drained may be classified as hazardous materials or hazardous waste depending on state and local regulations. The vessel environmental coordinator may assist with determination of waste category.

20 (Rev-1)

4.4 Cutters normally operate at a minimum 75% fuel capacity during hurricane season and 50% off season.

21 (Rev-1)

86350_0617_FLT

REC_86350_FLT_87 WPB (ALL) (1213)

WORK ITEM 3: Temporary Services, Provide - Cutter

1.1 Intent. This work item describes the requirements for the Contractor to provide temporary services to the Cutter, during the performance of this availability.

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements

Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2014, Temporary Services

3.1.3 Protective measures. The Contractor shall furnish and install all protective coverings to seal off and

22 (Rev-1) 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

3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences).

3.2 Temporary service particulars. The Contractor shall provide the below listed temporary services, in accordance with SFLC Std Spec 8635.

TABLE 1 - SERVICE SELECTION

*SUB-

PARAGRAPH

TITLE

Y/N

3.3.1 Office space

3.3.2 Telephone and internet access

3.3.3 Parking

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}

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

3.3.6 Hull grounding straps (not applicable when cutter is waterborne)

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

3.3.8 Hazardous material/hazardous waste disposal (see Tables 2 and 3 below)

3.3.9 Heavy lift equipment: { day(s)/or hour(s)}

3.3.10 Water supply

3.3.10.1 Potable water: { gallons per day, at psig.}{ or gallons, bulk}

3.3.10.2 Hot-circulating water

3.3.10.3 Cooling water

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

3.3.11 Steam (including all requirements in associated sub-paragraphs)

3.3.12 Refuse disposal

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

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

3.3.14 Dry stores.

3.3.14 Paint and flammable stores.

3.3.14 Refrigerated stores.

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

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

TABLE 2 - HAZARDOUS WASTE DISPOSAL – LIQUIDS (GALLONS)

PAINT THINNERS ENGINE COOLANT BILGE WATER

xx xx xx

TABLE 3 - HAZARDOUS WASTE DISPOSAL – SOLIDS

OILY

FILTERS

OILY RAGS

(LBS)

EMPTY 1-GAL

CONTAINER*

EMPTY 5-GAL

CONTAINER*

EMPTY 55-GAL

CONTAINER*

xx xx xx xx xx

23 (Rev-1)

*Previously housed hazardous materials.

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.

This section is not applicable to this work item.

24 (Rev-1)

56200_MWS_0120_87WPB

WORK ITEM 4: Rudder Assembly, Port, Remove, Inspect and Reinstall

1.1 Intent. This work item describes the requirements for the Contractor to remove, inspect, and reinstall the port rudder assembly.

COST

($/UNIT)

Y **Rudder Assembly, port NSN: 2040-01-461-1944 1 ea. 6113.36

N Upper Roller Bearing NSN: 3110-01-512-5534 1 ea. 287.43

N **Wartsila EL Seals Kit PN: H75492-01

NSN: 2040-01-565-9776

1 ea. 7243.42

N **Lower Bearing PN: TBF113090

NSN: 3120-20-000-7677

1 ea. 370.15

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

Coast Guard Drawing 87 WPB 561-001, Rev J, Steering System Details

Coast Guard Drawing 87 WPB 562-001, Rev A, Rudder Details

COAST GUARD PUBLICATIONS

Coast Guard Technical Publication (TP) 4506, Wartsila TM-EL-68839, Issue A, Mar 2005, Rudderstock Seal Type EL

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

25 (Rev-1)

NOTES

To remove the rudder assembly, a clearance of 5 feet below the vessel is required.

Coast Guard personnel will disassemble and install the autopilot belt.

Ensure the rudder stock/shaft surfaces are supporting in a minimum of two locations at all times until reinstallation.

3.1.1 CIR. The Contractor shall submit a CIR for the inspections listed in the following paragraph(s):

3.3 Inspections.

3.1.3 Protective measures. The Contractor shall furnish and install all protective coverings to seal off and 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

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 following:

Steering rams.

Autopilot potentiometer.

Autopilot belt.

Steering feedback units.

Cabinets and shelving.

Wiring.

Steering repeat-back linkages.

Lighting.

3.2 Removal. Using Coast Guard Drawings 87 WPB 561-001 and 87 WPB 562-001, and TP 4506 as guidance, the Contractor shall accomplish the following tasks, for the designated rudder assembly:

3.2.1 Disconnect, remove, unship, and disassemble the rudder assembly. Prior to removal of port steering arm, with the steering arm at 0 degrees (amidships), mark autopilot potentiometer base and wheel with an alignment mark for reinstallation.

3.2.2 Remove the EL rudder seal.

3.3 Inspections. The Contractor shall clean all rudder components, and accomplish the below-specified inspections. Submit CIR.

3.3.1 Visual. Visually inspect all components, including but not limited to, rudder stock/shaft and blade surfaces, bearings, bearing housing, seals, and grease passages for signs of excessive wear and other mechanical defects such as nicks, cracks, and corrosion, as applicable.

26 (Rev-1)

3.3.1.1 Check the rudder stock and rudder for straightness and any weld cracks in accordance with SFLC

Std Spec 0740.

3.3.1.2 Remove and visually inspect the upper bearing and upper oil seal, for excessive wear and other defects.

3.3.2 Measurements. Conduct the following measurements (see 4.2 for inspection forms):

Using a micrometer, measure the rudder stock journal surfaces for roundness and wear.

Record data on the inspection form under 4.2.1 as part of the CIR.

Using an inside measurement device, check the lower Thordon bearing and upper bearing housings. Take inside readings of the Thordon bearing in upper, lower and middle positions

(3 sets). Record data on the inspection form under 4.2.1 as part of the CIR.

Check the alignment between the rudder post (Thordon bearing housing) to upper bearing housing using the taut wire or optical method. Record data on the inspection form under

4.2.2 as part of the CIR.

3.3.3 Nondestructive. Perform nondestructive inspection of the following components, in accordance with SFLC Std Spec 0740, Appendix C:

Keys.

Keyways.

3.4 Bearing renewal option. If a Change Request has been authorized and released by the KO, the

Contractor shall renew the rudder bearing(s) as designated by the COR through activation of WI 5.

3.5 Reassembly and reinstallation. Upon completion of all inspections and authorized repairs, the

Contractor shall reassemble and reinstall the port rudder assembly, using Coast Guard Drawings 87 WPB

561-001 and 87 WPB 562-001, and TP 4506 as guidance, and accomplish the following:

3.5.1 Polishing. The Contractor shall polish the rudder stock journal of upper bearing and seal area to remove burrs and raised metal to 32 micro-inches finish.

3.5.2 Renewals. Renew all lockwashers, seals, and grease fittings.

3.5.3 Lubrication.

3.5.3.1 Lubricate all seals.

3.5.3.2 Lubricate the upper bearing in accordance with the “General Notes” in Coast Guard Drawing 87

WPB 561-001.

3.5 Alignment. Upon completion of reinstallation, the Contractor shall check the rudder alignment with the pilothouse rudder angle indicator. Ensure that alignment is adjusted to within plus or minus 1/2 degree.

3.6 Plug installation. In the presence of the Coast Guard Inspector, tighten the rudder plugs.

3.7 Government’s option for equipment renewal. The Contractor shall be aware that the Government reserves the right to furnish a new rudder assembly to be installed in place of the one removed at no

27 (Rev-1)

Coast Guard personnel will operate all shipboard machinery and equipment.

During operational testing the steering system shall be operated in all modes of control to fully test the functionality of the system and the autopilot to ensure the steering feedback system is functioning properly.

additional cost to the Government. If the Government decides to exercise this right, the Contractor shall turn over the existing rudder assembly to the Coast Guard PA, for final disposition.

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

Submit a CFR. Test the steering and rudder system to ensure the rudders travel smoothly throughout the full range of travel without chattering or binding and at the required rate of train.

4.1 Fitting Information.

ITEM DESCRIPTION

NSN/PN

QTY

ESTIMATED COST

($/UNIT)

Relief Fittings P/N: 1093K21 1 ea. 7.57

SS Grease Fittings P/N: 1293K32 3 ea. 4.16

4.2 Inspection forms. See following pages.

28 (Rev-1)

4.2.1 Stock, housing and bearing measurements.

29 (Rev-1)

4.2.2 Alignment survey.

LOCATION

DISTANCES FROM DATUM TO LETTERED POINT

a to o b to o c to o d to o

Upper bearing

Lower bearing (top)

Lower bearing (middle)

Lower bearing (bottom)

30 (Rev-1)

56200_MWS_1219_87WPB

WORK ITEM 5: Rudder Bearing, Port, Renew

1.1 Intent. This work item describes the requirements for the Contractor to renew the port lower bearrudder assemblies.

MTI

($/UNIT)

Coast Guard Drawing 87 WPB 561-001, Rev K, Steering System Details

Coast Guard Drawing 87 WPB 562-001, Rev A, Rudder Details

COAST GUARD PUBLICATIONS

Coast Guard Technical Publication (TP) 4506, Wartsila TM-EL-68839, Issue A, Mar 2005, Rudderstock Seal Type EL

Coast Guard Technical Publication (TP) 4564A, Electronic Steering System

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2018, General Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2018, Welding and Allied Processes

3.1.1 CIR. The Contractor shall submit a CIR for the inspections listed in the following paragraph:

3.3 Measurements.

31 (Rev-1)

Coast Guard personnel will disassemble and install the autopilot belt.

3.1.2 Tech Rep. The Contractor shall provide the services of a Qualified Technical Representative who is familiar with the rudder seal system to…