CGC_KODIAK_ISLAND_(WPB_110C)_spec_Rev-2.docx

DOCX document 1022 KB Posted Aug 21, 2013

Attached to: CGC KODIAK ISLAND DRYDOCK REPAIRS
Solicitation number: HSCG80-14-Q-P45017
Issued by: Department of Homeland Security US Coast Guard

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SPECIFICATION FOR DRYDOCK REPAIRS

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USCGC KODIAK ISLAND (WPB 1341)

110 FOOT "C CLASS" PATROL BOAT (USCG)

SPECIFICATION FOR DRYDOCK REPAIRS

FY2013

Developed By: Jeffrey J. Mitchell (Rev-2, 19 July 2013)

TABLE OF CONTENTS

Revisions Record	v
Consolidated List of References	vi
Consolidated List of Government-furnished Property	xii
Consolidated List of Critical Inspection Items	xv
Principal Characteristics	xvi
General Requirements	1
WORK ITEM 1: Hull Plating, U/W Body, Inspect	17
WORK ITEM 2: Hull Plating (U/W Body), Ultrasonic Testing (O)	20
WORK ITEM 3: Aluminum Hull and Structural Repairs – 1/4” Plate (O)	23
WORK ITEM 4: Aluminum Hull and Structural Repairs – 3/16” Plate (O)	25
WORK ITEM 5: Aluminum Hull and Structural Repairs – 5/16” Plate (O)	27
WORK ITEM 6: Hull and Structural Plating Repairs –Crack (Aluminum) (O)	29
WORK ITEM 7: Hull and Structural Plating Repairs – Crack (Steel) (O)	31
WORK ITEM 8: Hull and Structural Plating Repairs – Eroded Weld (Aluminum) (O)	33
WORK ITEM 9: Steel Hull and Structural Plating Repairs (5-Pound) (O)	35
WORK ITEM 10: Steel Hull and Structural Plating Repairs (7.0 Pound, 7.5-Pound or 7.65-Pound) (O)	38
WORK ITEM 11: Steel Hull and Structural Plating Repairs, Corrugated Plate (4.0-Pound) (O)	41
WORK ITEM 12: Hull and Structural Plating Repairs (6.0-Pound or 5.63-Pound) (O)	44
WORK ITEM 13: Hull and Structural Plating – 10.0-Pound Steel, Repair (O)	47
WORK ITEM 14: Appendages (U/W), Leak Test	50
WORK ITEM 15: Appendages (U/W) – Internal, Preserve	53
WORK ITEM 16: Tanks (Fuel Service), Clean and Inspect	55
WORK ITEM 17: Voids (Non-Accessible), Leak Test	58
WORK ITEM 18: Tanks (Fuel Stowage and Overflow), Clean and Inspect	61
WORK ITEM 19: Voids (Non-Accessible), Preserve Internal Surfaces	64
WORK ITEM 20: Tanks, Air Test	66
WORK ITEM 21: Tanks (Potable Water), Clean and Inspect	68
WORK ITEM 22: Tanks (Dirty Oil and Waste), Clean and Inspect	71
WORK ITEM 23: Main Diesel Engine, Renew	74
WORK ITEM 24: Propulsion Shafting, Remove, Inspect, and Reinstall	78
WORK ITEM 25: Mechanical Shaft Seal Assemblies, Overhaul	84
WORK ITEM 26: Propulsion Shaft Bearings (External), Renew (O)	87
WORK ITEM 27: Propulsion Shaft, Stern Tube Forward Bearing, Renew (O)	90
WORK ITEM 28: Propellers; Remove, Inspect, and Reinstall	93
WORK ITEM 29: Exhaust System, MDE, Inspect	96
WORK ITEM 30: SW Heat Exchangers; Clean, Inspect and Hydro	100
WORK ITEM 31: Fathometer Transducer, Renew	104
WORK ITEM 32: Speed Doppler, Renew, Doppler Valve, Overhaul	107
WORK ITEM 33: Sea Valves and Waster Pieces, Overhaul or Renew	111
WORK ITEM 34: Sea Strainers - Duplex (All Sizes), Overhaul	117
WORK ITEM 35: Steering Gear (General), Overhaul	121
WORK ITEM 36: Rudder Assembly, Remove, Inspect and Reinstall	124
WORK ITEM 37: Fin Stabilizers (General), Overhaul	132
WORK ITEM 38: Single Point Davit (Appleton SEB) Level 2, Inspection	137
WORK ITEM 39: Tanks, (Grey Water) Clean and Inspect	144
WORK ITEM 40: Tanks, (Sewage Holding) Clean and Inspect	147
WORK ITEM 41: Grey Water Piping, Clean and Flush	150
WORK ITEM 42: Sewage Piping, Clean and Flush	154
WORK ITEM 43: Tanks (Sewage Holding), Preserve “100%” (O)	158
WORK ITEM 44: Tanks (Sewage Holding), Preserve “Partial” (O)	161
WORK ITEM 45: Tanks (Aft Grey Water), Preserve “100%” (O)	164
WORK ITEM 46: Tanks (Aft Grey Water), Preserve “Partial” (O)	167
WORK ITEM 47: Tanks (Dirty Oil), Preserve “100%” (O)	170
WORK ITEM 48: Tanks (Dirty Oil), Preserve “Partial” (O)	173
WORK ITEM 49: Tank (Oily Water), Preserve “100%” (O)	176
WORK ITEM 50: Tanks (Oily Water), Preserve “Partial” (O)	179
WORK ITEM 51: Tanks (Potable Water), Preserve “100%” (O)	182
WORK ITEM 52: Tanks (Potable Water), Preserve “Partial” (O)	186
WORK ITEM 53: U/W Body, Preserve “100%” (O)	189
WORK ITEM 54: U/W Body, Preserve “Partial – Condition A” (O)	192
WORK ITEM 55: U/W Body, Preserve “Partial - Condition B” (O)	196
WORK ITEM 56: U/W Body, Preserve “Partial - Condition C” (O)	200
WORK ITEM 57: Stern Tube Interior Surfaces, Preserve 100%	204
WORK ITEM 58: Hull Plating Freeboard, Preserve - Partial (O)	207
WORK ITEM 59: Superstructure, Preserve “Partial” (O)	211
WORK ITEM 60: Cathodic Protection System (Bilge and Sea Chest), Renew	215
WORK ITEM 61: Cathodic Protection System, Inspect and Maintain	219
WORK ITEM 62: Drydocking	223
WORK ITEM 63: Temporary Services, Provide	227
WORK ITEM 64: Data Service, Provide	230
WORK ITEM 65: Sea Trial Performance, Provide Support	232
WORK ITEM 66: Firemain Valves, Overhaul Or Renew	236
WORK ITEM 67: Bilge and Ballast Valves, Overhaul or Renew	240
WORK ITEM 68: Decks - Exterior, Preserve (“Non-Skid Broadcast Grit” System) (O)	244
WORK ITEM 69: Aft Head, Shower Stall, Renew	248
WORK ITEM 70: Battery Space, Bilge, Insulate	251
WORK ITEM 71: Bulkhead, Interior, Preserve	253
WORK ITEM 72: Deck, Foundation Mount, HF Antenna, Renew	256
WORK ITEM 73: Deck Covering (Interior Wet), Renew	258
WORK ITEM 74: Deck Drains, Interior, Renew	261
WORK ITEM 75: Exhaust Piping, SSDG , Inspect and Repair	264
WORK ITEM 76: Forward Head, Preserve	267
WORK ITEM 77: Gooseneck Vents, Repair	271
WORK ITEM 78: Grey Water Pumps and Piping, Install New	274
WORK ITEM 79: Hull, Side Shell (CPO Head), Preserve	277
WORK ITEM 80: Hull, Structural, Magazine Locker, Preserve and Insulate	280
WORK ITEM 81: Hull, Structural, Transverse Frame, Repair	283
WORK ITEM 82: Hull, Superstructure, F/O Transfer Station, Repairs	285
WORK ITEM 83: Joiner Bulkhead Panels, Messdeck, Renew	289
WORK ITEM 84: Installation of a Void Box	292
WORK ITEM 85: Rails, Life Line Stanchion, Renew	296
WORK ITEM 86: Rudder, Upper Bearing Housing, Renew	298
WORK ITEM 87: Shelving, Aft Steering, Renew	300
WORK ITEM 88: Soft Patch Plating, Inspect and Repair	302
WORK ITEM 89: Steel Hull and Structural Plating Repairs (7-Pound)	304
WORK ITEM 90: Steering Compartment, Insulate	307
WORK ITEM 91: Steering Tie Rod, Renew	310
WORK ITEM 92: Stern Flap Repairs - Eroded Weld	312
WORK ITEM 93: Tanks, Gooseneck Vents and Piping, Renew	315
WORK ITEM 94: Tanks, Sewage, Structural Repairs	318
WORK ITEM 95: Through-Deck Packing Gland , Renew	321
WORK ITEM 96: Structural Closure, Watertight Door, Renew	324
WORK ITEM 97: Structural Closure, Watertight Hatch, Renew	328
WORK ITEM 98: Hull Structural, Transom Mounted Rung Ladder, Repair	332

USCGC KODIAK ISLAND (WPB-110C) DRYDOCK AVAILABILITY FY2013

129

(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

23 January 2013

58, 59, 68

Changed these from Definite to Optional Items

17 July 2013

Added WI#98: Hull Structural, Transom Mounted Rung, Ladder, Repair

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.

USCGC KODIAK ISLAND (WPB-110C) DRYDOCK AVAILABILITY FY2013

Consolidated List of References The below-listed documents form a part of this specification to the extent specified herein. Approval/publication dates or revision dates/numbers are also identified, to ensure that same document versions are used at time of specification writing and during contract execution.

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

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

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

· Public Laws, Code of Federal Regulations, U.S Codes, and other Federal Government laws:: www.gpoaccess.gov The Government is aware of the following internet web links where contractors may procure commercial specifications:

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

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

· NFPA: http://www.nfpa.org

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

COAST GUARD DRAWINGS

Coast Guard Drawing 110 WPB 074-002, Rev -, Welding Details Handbook Coast Guard Drawing 110 WPB 085-002, Rev -, Docking Plan Coast Guard Drawing 110 WPB 085-007, Rev D, Booklets of General Plans Coast Guard Drawing 110 WPB 085-010, Rev B, Docking Plan, Docking/Lifting Cradle Coast Guard Drawing 110 WPB 111-001, Rev B, Shell Expansion Coast Guard Drawing 110 WPB 114-001, Rev B, Stern Flap Coast Guard Drawing 110 WPB 114-002, Rev A, Spray Rail Arrangement and Details Coast Guard Drawing 110 WPB 131-001, Rev B, Deck Construction Plan Coast Guard Drawing 110 WPB 243-006, Rev C, Propulsion Shaft Details Coast Guard Drawing 110 WPB 245-004, Rev A. Propeller Details Coast Guard Drawing 110 WPB 259-006, Rev D, MDE 8” Exhaust Flapper Valve Assembly (w/Companion Flanges & Gaskets) Coast Guard Drawing 110 WPB 330-005, Rev G, Ship Service Lighting One Line Diagram Coast Guard Drawing 110 WPB 512-001, Rev D, Habitability Vent Modifications Coast Guard Drawing 110 WPB 526-002, Rev D, Grey Water Piping Arrangements and Details Coast Guard Drawing 110 WPB 529-001, Rev C, Bilge Piping Arrangement & Details Coast Guard Drawing 110 WPB 581-001, Rev B, Anchor Handling & Hawse Pipe Dets Coast Guard Drawing 110B WPB 163-002, Rev C, Auxiliary Sea Chest Details Coast Guard Drawing 110B WPB 184-001, Rev B, Equipment Foundations Electronics Coast Guard Drawing 110B WPB 185-001, Rev F, Equipment Foundations - Auxiliary Foundations Coast Guard Drawing 110C WPB 085-001, Rev -, Tank Capacity Curves Coast Guard Drawing 110C WPB 085-002, Rev A, Docking Plan (General Location Layout) Coast Guard Drawing 110C WPB 85-004, Rev -, Superstructure Lines Plan Coast Guard Drawing 110C WPB 085-007, Rev B, Booklet of General Plans Coast Guard Drawing 110C WPB 111-001, Rev C, Shell Expansion Coast Guard Drawing 110C WPB 113-001, Rev C, Inner Bottom Plating Coast Guard Drawing 110C WPB 115-001, Rev -, Longitudinal Girders Coast Guard Drawing 110C WPB 117-(series), Rev -, Transverse Sections Coast Guard Drawing 110C WPB 117-001, Rev D, Transverse Sections Coast Guard Drawing 110C WPB 121-001, Rev -, Longitudinal Bulkheads Coast Guard Drawing 110C WPB 131-001, Rev B, Deck Construction Plan Coast Guard Drawing 110C WPB 151-003, Rev -, Engine Hatch Lifting Padeye Details Coast Guard Drawing 110C WPB 151-005, Rev B, Superstructure Details Coast Guard Drawing 110C WPB 151-006, Rev F, Superstructure Fndn Layout & Location Plan Coast Guard Drawing 110C WPB 161-001, Rev A, Main Shaft Strut Details Coast Guard Drawing 110C WPB 161-002, Rev B, Main Shaft Strut Installation Coast Guard Drawing 110C WPB 161-003, Rev A, Intermediate Shaft Strut Details Coast Guard Drawing 110C WPB 161-004, Rev B, Intermediate Shaft Strut Installation Coast Guard Drawing 110C WPB 161-005, Rev F, Stern Tube Installation Details Coast Guard Drawing 110C WPB 163-002, Rev A; Auxiliary Sea Chest Detail Coast Guard Drawing 110C WPB 167-002, Rev A, Manhole Details Coast Guard Drawing 110C WPB 167-005, Rev E, Manhole and Hatch Key Plan Coast Guard Drawing 110C WPB 167-006, Rev A, 25" X 57" 6 Dog, Quick Acting Steel Door Coast Guard Drawing 110C WPB 167-011, Rev A, 24" X 24" Aluminum, 4 Dog, Quick Acting Raised Weather Tight Hatch Coast Guard Drawing 110C WPB 201-002, Rev -, Propulsion Configuration Coast Guard Drawing 110C WPB 201-003, Rev A, Machinery Arrangement (List of Components) Coast Guard Drawing 110C WPB 233-001, Rev -, Main Engine Bolting & Pads Coast Guard Drawing 110C WPB 233-002, Rev A, Remote Emergency Main Engine Shutdown Coast Guard Drawing 110C WPB 243-002, Rev B, Propulsion Shafting & Details Coast Guard Drawing 110C WPB 243-005, Rev C, Shaft Locking Details Coast Guard Drawing 110C WPB 245-002, Rev A, Assembly of Oil Injection Equipment Coast Guard Drawing 110C WPB 256-001, Rev E, Main Engine Sea Water Cooling System Coast Guard Drawing 110C WPB 256-002, Rev A, Auxiliary Engine Sea Water Cooling System Arrangement & Details Coast Guard Drawing 110C WPB 256-003, Rev A, SSDG SW Cooling Coast Guard Drawing 110C WPB 259-001, Rev E, Main Engine Exhaust Piping System Coast Guard Drawing 110C WPB 259-002, Rev-, Genset Exhaust Piping System Coast Guard Drawing 110C WPB 259-003, Rev E, MDE 18” Raw Water Discharge Exhaust Flapper Valve Assembly Coast Guard Drawing 110C WPB 311-001, Rev -, Emergency Mechanical Generator Shut Down Coast Guard Drawing 110C WPB 324-003, Rev A, Main Switchboard Construction Details Coast Guard Drawing 110C WPB 501-001, Rev J, Piping System Schematics Coast Guard Drawing 110C WPB 521-001, Rev B, Firemain Piping Arrg’t & Details Coast Guard Drawing 110C WPB 526-001, Rev C, Scupper and Deck Drains Piping Arrangements and Details Coast Guard Drawing 110C WPB 528-002, Rev -, Sewage Piping Arrangement & Details Coast Guard Drawing 110C WPB 529-001, Rev B, Bilge Piping Arrangement & Details Coast Guard Drawing 110C WPB 541-001, Rev A, Fuel Oil Transfer Piping A&D Coast Guard Drawing 110C WPB 558-001, Rev C, Vent, Fills and Sound Tube Details Coast Guard Drawing 110C WPB 561-001, Rev -, Steering System Details Coast Guard Drawing 110C WPB 561-004, Rev A, Steering System Details - Piping Coast Guard Drawing 110C WPB 562-001, Rev G, Rudder Details (Stock & Blade Details) Coast Guard Drawing 110C WPB 565-001, Rev D, Fin Stabilization System (Struct Locs & Dets) Coast Guard Drawing 110C WPB 565-002, Rev -, Fin Stabil Details - Piping Coast Guard Drawing 110C WPB 601-017, Rev -, Aft Peak Layout Coast Guard Drawing 110C WPB 601-026, Rev -, Aft Qtrs Bulkheads Layout Coast Guard Drawing 110C WPB 612-001, Rev G, Handrail & Grabrail Details Coast Guard Drawing 110C WPB 621-002, Rev A, Joiner Work Details (CPO & Crew Area) Coast Guard Drawing 110C WPB 621-005, Rev B, Joiner Work Details -Title Sheet, Galley, Mess,AFT,Crews Coast Guard Drawing 110C WPB 633-001, Rev-, Cathodic Protection Plan and Details Coast Guard Drawing 110C WPB 633-002, Rev D, Cathodic Protection Installation, Schematic, & Layout Coast Guard Drawing 110C WPB 635-001, Rev D, Linings and Insulation Plan and Details Coast Guard Drawing 110C WPB 636-001, Rev-, Noise Damping Details Coast Guard Drawing 110C WPB 713-001, Rev -, Magazine Details Coast Guard Drawing FL 6713-203, Rev -, CRP-V850, SST XDCR (SS505) Adapter Assembly Coast Guard Fleet Drawing FL 2804-11, Rev D, Visual Identification Numeral & Letter for Ships Coast Guard Fleet Drawing FL 2804-12, Rev -, USCG. Emblem Coast Guard Fleet Drawing FL 2804-13, Rev G, Visual Identification Kit Schedule Coast Guard Fleet Drawing FL 2804-15, Rev-, Draft Figures Engineering Change 110-C-094, 110’ WPB Preservation & Modification of the Forepeak Compartment

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3, (series), Coatings and Colors Manual Coast Guard Technical Manual (TP) 3223, May 1985, SWBS 420, Section G, Doppler Service Manual Coast Guard Technical Publication (TP) 2924, Jun 1990, General Information Book and Operating Manual for USCG 110 Foot Patrol Boat, Annex 1B, Propeller Renewal Procedure Coast Guard Technical Publication (TP) 2937, Manufacturer's Instruction Book - SWBS Group(s) 558-583 Coast Guard Technical Publication (TP) 3108, Manufacturer's Instruction Book - SWBS Group(s) 581-584 Coast Guard Technical Publication (TP) 3215, Oct 1994, Main Diesel Engine, Caterpillar Model 3516 Coast Guard Technical Publication (TP) 3216, Feb 1994, Main Reduction Gear Coast Guard Technical Publication (TP) 3246, Manufacturer's Instruction Book - SWBS Group(s) 581-583 Coast Guard Technical Publication (TP) 3495, May 2002, Chapter 243, Installation Duramax Shaft Seal System Coast Guard Technical Publication (TP) 3906, Oct 2008, Ship's Steering Gear System Coast Guard Technical Publication (TP) 3907, Feb 2007, SWBS 565, Ship's Fin Stabilizing System Coast Guard Technical Publication (TP) 4655, Aug. 2007, Chapter 633-A, Cathodic Protection System Coast Guard Technical Publication (TP) 4691, December 1985, Manufacturer’s Instruction Book, SWBS Group(s) 593, Section E, Sewage System Coast Guard Technical Publication (TP) 4691, Mar 2008, Sewage and Grey Water Systems Coast Guard Technical Publication (TP) 4691, SWBS 593, Section E, December 1985, Sewage System Coast Guard Technical Publication (TP)-3906, Oct 2002, Ship’s Steering Gear System Coast Guard Technical Publication (TP)-4666, Feb 2008, Steering System Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 0000, 2012, General Requirements Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 0740, 2012, Welding and Allied Processes Surface Forces Logistics Center Standard Specification 3101 (SFLC Std Spec 3141), 2012, Overhaul AC Synchronous Machines Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 5000, 2012, Auxiliary Machine Systems Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2012, Install Interior Deck Covering Systems Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), 2012, Drydocking Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2012, Provide Temporary Services Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2012, Temporary Hull Accesses

OTHER REFERENCES

American National Standards Institute/American Society of Mechanical Engineers (ANSI/ASME), B4.1-1967, (reaffirmed 2009), Preferred Limits and Fits for Cylindrical Parts American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2002, Disinfection of Water-Storage Facilities American National Standards Institute/NSF International (ANSI/NSF) 61, 2008, Drinking Water System Components – Health Effects American Petroleum Institute (API) Specification 9A, 2004, Specification for Wire Rope American Society for Testing and Materials (ASTM) E797, 2005, Standard Practice for Measuring Thickness by Manual Ultrasonic Pulse-Echo Contact Method American Society of Mechanical Engineers (ASME) B16.34, 2004, Valves-Flanged, Threaded, and Welding End ASTM International (ASTM) A572, 2007, Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Structural Steel ASTM International (ASTM) A606, 2004, Standard Specification for Steel, Sheet and Strip, High-Strength, Low-Alloy ASTM International (ASTM) D 4138, 2007, Standard Practices for Measurement of Dry Film Thickness of Protective Coating Systems by Destructive, Cross-Sectioning Means ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) D4417, 2003, Standard Test Methods for Field Measurement of Surface Profile of Blast Cleaned Steel ASTM International (ASTM) D5363, 2008; Standard Specification for Anaerobic Single-Component Adhesives (An) ASTM International (ASTM) E797, 2005, Standard Practice for Measuring Thickness by Manual Ultrasonic Pulse-Echo Contact Method ASTM International (ASTM) F992, 2006, Standard Specification for Valve Label Plates ASTM International (ASTM), D3951, Re-approved 2004, Standard Practice for Commercial Packaging Coast Guard Preventive Maintenance Manual, 110 WPB PMS Manual (Series), E-Q-624 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 Commercial Item Description (CID) A-A-59588, Jul 2005, Rubber Silicone Commercial Item Descriptions (CID) A-A-59323 A, 2005, Cloths, Cleaning, Low-Lint DOD-STD-2187, Aug 1987, Chemical Cleaning of Salt Water Piping Systems Federal Specification (Fed Spec) HH-P-151, Mar 1991, Packing; Rubber-Sheet, Cloth-Insert Federal Specification (Fed Spec) QQ-N-281, Oct 1985, Nickel-Copper Alloy Bar, Rod, Plate, Sheet, Strip, Wire, Forgings, and Structural and Special Shaped Sections Federal Standard (FED-STD) 595, 2008, Colors Used In Government Procurement Furuno Operators Manual RDP-139/148/149 International Organization for Standardization (ISO) 4406, 1999, Hydraulic Fluid Power – Fluids – Method for Coding the Level of Contamination by Solid Particles International Organization for Standardization (ISO) 484/2, 1981, Shipbuilding - Ship Screw Propeller - Manufacturing tolerances - Part 2: Propellers of Diameter Between 0.80 and 2.50m, Inclusive International Standard Organization (ISO) 4406, 1999, Hydraulic Fluid Power – Fluids – Method for Coding Level of Contamination by Solid Particles Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-61, 2003 Edition, Pressure Testing Of Steel Valves Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-67, 2002 Edition, Butterfly Valves Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-72, 1999 Edition, Ball Valves with Flanged or Butt-Welding Ends for General Service Manufacturers' Standardization Society of the Valve and Fittings Industry (MSS) SP-80, 2003 Edition, Bronze Gate, Globe, Angle and Check Valves Manufacturers Standardization Society of the Valve and Fittings Industry (MSS), SP-69, 2003, Pipe Hangers and Supports - Selection and Application Manufacturers Standardization Society of the Valve and Fittings Industry (MSS), SP-89, 2003, Pipe Hangers and Supports – Fabrication and Installation Practices MIL PRF-16173, Sep 2006, Corrosion Prevention Compound, Solvent Cut Back, Cold Application MIL-A-22262, Mar 1996, Abrasive Blasting Media Ship Hull Blast Cleaning MIL-A-24456, Jun 1979, Adhesive for Plastic-Vibration Damping Tile MIL-G-24716, Apr 1993, Gaskets, Metallic-Flexible Graphite, Spiral Wound MIL-G-6032D(1), Grease, Plug Valve, Gasoline and Oil Resistant, NATO Code #G-636 MIL-PRF-16173, 2006, Corrosion Prevention Compound, Solvent Cutback, Cold-Application MIL-PRF-24635, 2009, Coating Systems, Weather-Resistant, Exterior Use MIL-PRF-24647, Jun 2006, Paint System, Anticorrosive and Antifouling, Ship Hull MIL-S-45180, 1998; Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant MIL-S-8660C(2), Silicone Compound, NATO Code # S-736 MIL-STD-2148, Oct 1989, Vibration Damping Materials, Procedures for Installation, Maintenance, and Repairs NAVSEA Drawing 7379842, Rev A, Procedure & Welding Sequence for Non-Ballistic, Watertight & Airtight Quick Acting or Individually Dogged Personnel Doors NAVSEA Drawing 803-921865, Rev P; Cathodic Protection Hull Zinc Anodes Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2007, Cork and Rubber Composition Sheet; For Aromatic Fuel And Oil Resistant Gaskets Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) G-6032, 1999, Grease, Plug Valve, Gasoline and Oil Resistant, NATO Code Number G-363, Metric The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 1 (SSPC-SP 1), 2004, Solvent Cleaning The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 10/NACE No.2, 2007, Near-White Blast Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2004, Power Tool Cleaning to Bare Metal 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), June 1996, Paint Application Specification No. 2 (PA-2), Measurement of Dry Coating Thickness with Magnetic Gages The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 7/NACE No.4, 2007, Brush-Off Blast Cleaning The Society for Protective Coatings (SSPC)/NACE-International (NACE) Joint Surface Preparation Standard SSPC-SP 10/NACE No. 2, 2004, Near-White Blast Cleaning The Society for Protective Coatings (SSPC)/NACE-International (NACE) Joint Surface Preparation Standard SSPC-SP 12/NACE No. SSPC-SP 12/NACE No.5, Surface Preparation and Cleaning of Steel & Other Hard Materials by High and Ultrahigh Pressure Water Jetting Prior to Recoating Vosper Thornycroft Technical Bulletin No. 49, Jul 1992, Procedure for Fitting New Tiller Rod Eye Bearings to Actuators and Removing Redundant Grease Hose On BMS Island Class USCG Cutters

USCGC KODIAK ISLAND (WPB-110C) DRYDOCK AVAILABILITY FY2013

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)

Caterpillar diesel engine – Model 3516

2815-01-342-4445

1 ea.

182,000.00

Shuster Install Kit

2815-01-F12-2683

1 ea.

19,451.12

Soft Patch Kit

2040-01-469-1629

1 ea

1,812.37

**4" Diameter x 28' Long, Aquamet-17 propulsion shaft

NSN: 2010-01-445-7940

2 ea.

8,700.00

*Oil Injection Equipment Kit

N/A

1 set

6,000.00

Shaft seal assembly kit

NSN: 5330-01-497-8095

2 ea.

859.48

**Shaft seal assembly

NSN: 4320-01-497-8057

2 ea.

3,111.84

Emergency Shaft Seal Inflator Kit

NSN: 5330-01-497-9866

2 ea.

175.00

Main Shaft Strut Bearing, Bronze and rubber cutlass bearing, 4" ID x 5" OD x 16” Long

NSN: 3120-01-222-3927

2 ea.

200.00

Intermediate Shaft Strut Bearing, Bronze and rubber cutlass bearing, 4" ID x 5" OD x 16” Long

NSN: 3120-01-222-3927

2 ea.

200.00

Stern Tube Bearing, Bronze and Rubber cutlass bearing,

4" ID x 5" OD x 8” Long

NSN: 3120-01-238-0689

2 ea.

150.00

**Propeller, LH

NSN: 2010-01-222-2440

1 ea.

23,445.00

**Propeller, RH

NSN: 2010-01-222-2441

1 ea.

22,800.00

8-inch flapper valve, port

NSN: 4810-01-475-8648

1 ea.

2,072.00

8-inch flapper valve, starboard

NSN: 4810-01-475-8415

1 ea.

2,072.00

18-inch flapper valve, port

NSN: 4320-01-475-8271

1 ea.

9,010.14

18-inch flapper valve, stbd

NSN: 4320-01-475-7855

1 ea.

9,549.16

18” Exhaust Gasket Kit

NSN: 5330-01-475-8157

4 ea.

389.45

18” Exhaust Gasket Kit

NSN: 5330-01-475-8169

4 ea.

312.52

8” Exhaust Gasket Kit

NSN: 5330-01-475-8804

4 ea.

128.24

***V850 Color Echo Sounder

NSN: 5845-01-518-7245

1 ea.

1,423.41

***CELZ-SRD-331 Doppler speed log

NSN: 5845-01-302-4161

1 ea.

3,255.08

**2 ½” Duplex Strainer

4730-01-394-9731/72-42F

$3817.00

**4” Duplex Strainer

4730-01-173-1413/ 72-48F

$7088.27

**1 1/2” Duplex Strainer

4730-01-600-9049/72-38F

$ 2648.00

**Rudder

NSN: 2040-01-223-2674

2 ea.

25,000.00

**Lower Rudder Bearing

NSN 3120-01-477-8696

2 ea.

1,364.00

Spherical Roller Bearing

NSN: 3110-00-902-7288

2 ea.

314.80

Spherical Roller Bearing

NSN: 3120-99-806-7289

4 ea.

221.07

Bolt, Trunnion, Special

NSN: 2030-99-538-1449

4 ea.

45.00

Tiller Pin (Bolt)

NSN: 5306-99-538-1451

4 ea.

145.44

Tiller Spacer Flange Bush

NSN: 5365-99-807-4040

4 ea.

163.73

Trunnion Spacer Flange Bush

NSN: 3120-01-396-1724

4 ea.

159.25

Circlip

NSN: 5365-99-902-2593

8 ea.

2.76

Fin 25/32 Washer

NSN: 5310-99-538-1450

4 ea.

4.44

Actuator seals

NSN: 5330-99-729-7570

4 ea.

128.87

Fin Rod Eye Bearings (Assy)

NSN: 3120-01-377-1940

4 ea.

1,190.95

Rod Eye Lock nut

NSN: 5310-01-468-7665

4 ea.

23.76

Tiller Pin nylock nut

NSN: 5315-01-485-3148

4 ea.

20.86

**Fin Stabilizer assembly

NSN: 2040-99-726-4768

2 ea.

19,987.00

**Fin Stabilizer Lower Bearing/Bushing

NSN: 3120-99-726-2345

2 ea.

1,091.25

Fin Stabilizer Cooler

NSN: 2930-99-729-7562

2 ea.

399.59

Fin Stabilizer Sealing Kit consists of (5) pre-cut rings of Slade 3300 packing material (DELAMAR)

NSN: 2040-01-566-3198

2 ea.

499.80

Compression tool for fin packing, length 48” (DELAMAR) needs to be cut to size

PCK58

1 ea.

200.00

**Valve, Check, Non return

NSN: 4820-01-206-4069

1 ea.

1,198.00

**Sewage Pump

NSN: 4320-01-219-1442

1 ea.

13,601.00

**Eductor

NSN: 4320-01-262-3288

1 ea

5640.12

Flex Coupling

NSN: 4730-01-415-1061

1 ea

930.10

Shaft Ground Assembly

NSN: 5977-01-204-9914

2 ea.

912.00

**Reference Electrode

NSN: 5977-01-203-7800

2 ea.

2,093.90

**Anode Kit

NSN: 5340-01-206-2354

2 ea.

3,922.00

*Transducer Cover Plate

N/A

1 ea.

50.00

Sound Damping Tiles

NSN: 9330-01-249-8427

4 boxes

446.00

Self Priming Centrifugal Pump

NSN: 4320-01-F07-1229

2 ea.

515.00

Rudder Bearing Housing

NSN 2040-01-F12-2815

2 ea.

1000.00

Sound Damping Tiles

NSN: 9330-01-249-8427

4 boxes

446.00

6 Dog, Solid, Quick Acting, Weathertight, 26”x57”, Steel, Left Hand Door

NSN: 2040-01-304-4291

1 ea.

$2,194.29

4 Dog, Quick Acting, Weathertight, 24”x 24”, Aluminum Raised Hatch

NSN: 2040-01-293-5642

1 ea.

$2,009.34

*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 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

Hull Plating (U/W Body), Ultrasonic Testing

Appendages (U/W), Leak Test

Appendages (U/W) – Internal, Preserve

Voids (Non-Accessible), Leak Test

Tanks, Air Test

Tanks (Potable Water), Clean and Inspect

Propulsion Shafting, Remove, Inspect, and Reinstall

Propellers; Remove, Inspect, and Reinstall

Rudder Assembly, Remove, Inspect and Reinstall

Fin Stabilizers (General), Overhaul

Stern Tube Interior Surfaces, Preserve 100%

Hull Plating Freeboard, Preserve - Partial

Sea Trial Performance, Provide Support

Deck Covering (Interior Wet), Renew

Stern Flap Repairs - Eroded Weld

Principal Characteristics

PC_110C_WPB_0909

110’ WPB (“C”-CLASS) PATROL BOAT

PHysical Characteristics

Length Overall

110' 0" or 113' if stern flap present

Length between Perpendiculars

104' 0"

Depth

10' 1/2"

Beam, Molded

21' 3"

Depth, Molded

N/A

Full Load Draft

6' 5-3/4"

Height of Highest Projection

55'

Full Load Displacement

165 long tons

Anchor

150 lb Danforth with 450 ft. 4" nylon rope

Shore Tie Voltage Requirements

450VAC 400A 3PH, 60Hz ungrounded

Hull Characteristics

Hull

BS-4360, GR 43A Steel

Main Weatherdeck & Superstructure

5086 Aluminum Alloy

Frame Spacing

Frames 9-10; 24" Frames 10-13; 48" Frames 13-16; 47" Frames 16-17; 23" Frames 17-22; 47" Frames 22-28; 49" Frames 28-33; 47" Frames 33-36; 24"

Bulkheads

Seven watertight transverse

Fin Stabilizers

Frame 22

110’ WPB (“C”-CLASS) PATROL BOAT

Machinery Characteristics

Main Propulsion

Two Caterpillar 3516 DITA V-16 diesel; 2730 BHP each @ 1910 RPM

Reduction Gears

Two ZF Model BW 755 reversible reduction gearboxes, 2.330:1 ratio

Number of Propellers

Number of Blades

Diameter of Propeller

49.6"

Pitch

61.4"

RPM

N/A

Shaft

Monel Alloy K500, or AQUAMET 17

Shaft Diameter

Shaft Seal

Shaft Packing

Shaft Bearings

Stern tube, Rubber Cutless or Thordon

Rudders

Twin underslung type, 5 sq ft each

Ship's Service Generators

Two Caterpillar Type 3304BT diesel; 99KW, 460V, 60Hz, 3-phase, 3-wire @ 1800 RPM

Tank CAPACITIES

Fuel Oil (95%)

9,306 gal

Fresh Water (100%)

940 gal

Lubricating Oil (95%)

109 gal

00000_PWB_0312_FLT

REC_0000_FLT_ Commercial Project @ Contractor’ Facility (0212) 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), 2012, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2012, 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 Federal Standard (FED-STD) 595, 2008, Colors Used In Government Procurement 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 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

3. REQUIREMENTS

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

NOTE

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

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

3.3 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 is considered as the generator of all contract-generated hazardous wastes and shall use its facility’s EPA generator ID number for management, transportation, and disposal of said hazardous wastes. Ensure the following:

3.4.1 Contractor’s hazardous waste handlers shall comply with applicable requirements of 40 CFR 262.

3.4.2 All contract generated hazardous wastes shall be packaged in 49 CFR-compliant containers.

3.4.3 The designated wastes shall be disposed of at a state or Federally-approved and permitted HW TSDF.

3.4.4 Name of destination TSDF shall be submitted to the KO at the Arrival Conference.

3.5 Interim changes and additions to SFLC Std Spec 0000. The Contractor shall be aware of the following interim changes and additions to the 2009 Edition of SFLC Std Spec 0000:

3.5.1 Acronyms and term definitions – paragraph 1.3 (Acronym and term definitions).

3.5.1.1 The term “COTR” has been replaced with “COR”, which is defined as follows:

“COR”: Contracting Officer’s Representative – the person delegated by the KO as the on-scene representative for matters concerning performance of work; this includes correctness, timeliness, and quality of the Contractor’s work. Normally, the CO/OINC is designated the COR.”

3.5.1.2 Definition addition for the term “Ungrounded, as follows:

“Ungrounded”: A power system where all of the current-carrying conductors and windings (including any neutral connection) are insulated from ground. In contrast, a generator or transformer in which at least one conductor or point (usually the midpoint or corner of a delta winding or the common center of a wye winding) is intentionally grounded, either solidly or through an impedance, is considered grounded. Note that the distinction concerns only current-carrying conductors; for both ungrounded and grounded power systems, non-current carrying metal parts and equipment grounding conductors are always bonded to earth ground for personnel safety. At non-Governmental facilities, dockside wye connected transformer secondary windings are almost always grounded and are generally not suitable for connection to a Coast Guard cutter without a separate Contractor furnished isolation transformer.”

3.5.2 Changes to paragraph 3.2.4 2.3 (QP-1 Inspector or Tech Rep duties).

“3.2.4.2.3 QP 1 Inspector or Tech Rep duties.

3.2.4.2.3.1 The Coating Inspector for the “QP 1-certified” Contractor or the Contractor-provided NACE-certified Tech Rep shall remain on site, to perform the following duties, as applicable, for each work item that involves preservation of “critical-coated surfaces”:

Verify inspection instrument calibration.

Verify and approve the suitability of ambient conditions before surface preparation is begun, and before each coat of paint is applied.

Verify all aspects of surface preparation – including, but not limited to:

· Cleanliness of compressed air.

· Adequacy of solvent cleaning.

· Proper handling of blast media.

· Actual surface preparation procedure.

Inspect and approve final surface preparation, before application of primer coat.

Supervise and approve coating system preparation and application procedures, including but not limited to: mixing and thinning, stripe coating application, spray techniques, and film thickness measurements and recordings.

Determine when applied coats have sufficiently cured for overcoating, or for system service resumption (see paragraph A2.1.18 (Critical drying time requirements)).

Complete and sign the quality assurance (QA) inspection forms (see QA-1 thru QA-5), provided in Appendix A (Requirements for Preservation of Ship Structures) of this document.

Submit all completed QA inspection forms to the COR (through the Contractor), upon completion of work.

3.2.4.2.3.2 The Contractor shall ensure the NACE Inspector is formally informed – via suitable subcontract documentation- and is willing and able to perform of all duties listed above. Submit documentation of this contract and assumption of duties to the KO at the Arrival Conference.”

3.5.3 Changes to contents of paragraph 3.2.5 (Planning document).

“3.2.5 Planning document. The Contractor shall generate a legible Planning Document (PD) with the following characteristics:

Graphical in format (see Fig. 1 (Sample Planning Document Submittal)).

Shows overall period of performance for each CLIN, with start and stop dates of major sub-tasks.

Contains due dates for Critical Inspection Reports (CIR) and any events requiring Coast Guard Inspector presence.

Identifies all work item time periods that require OEM Tech Rep assistance.

Identifies the “critical paths” for the project.

Shows calculations for the “float” along the critical paths and labels the critical paths with the number of delay days the critical paths can absorb without affecting the final delivery date.

NOTE

Float is the number of days that the critical paths can be delayed without affecting the final delivery date.

3.2.5.1 Ensure that the PD also includes the names, contact information, and written commitment from all Tech Reps required by the Contract – indicating they are available for work during the proposed time period.

3.2.5.2 Submit a preliminary electronic copy of the PD to the COR – for Government review – no later than one week after contract award.

3.2.5.3 Submit 3 copies of the PD to the COR, 15 days prior to the start of the performance period, and at all weekly Progress Meetings.

NOTE

A separate document, specifically prepared for the Government is not desired or required. A copy or summary of the Contractor’s internal scheduling document is preferred.

FIG. 1 – SAMPLE PLANNING DOCUMENT SUBMITTAL

3.2.5.4 When the critical path extends beyond or encroaches upon the final delivery date, provide a resource constraint and scheduling evaluation of the critical path before any request for extension will be entertained. Submit the resource constraint and scheduling evaluation via a CFR.

NOTE

The intent of the resource constraint and scheduling evaluation is to identify the resources necessary to ‘crash’ the critical path or make adjustments to the production schedule to meet the delivery date in lieu of a project extension.”

3.5.4 Additional sub-paragraphs to paragraph to 3.2.6.5 (Inspection report particulars).

“3.2.6.5.3 CFR tracking system. The Contractor shall create and maintain a CFR tracking system for the project. At a minimum, ensure that the CFR tracking system shall list all required reports, broken down by the following:

Work item and paragraph number.

Due dates.

Submission dates.

CFR/CIR submission number.

3.2.6.5.3.1 Be aware that the COR will respond via the CFR reply as to whether the CIR/CFR ‘fully’ or ‘partially’ satisfied the inspection and reporting requirements in the associated work item.

3.2.6.5.3.2 When submitting a CFR, ensure that the applicable work item and paragraph number for which the inspection report is being submitted is included on the CFR.

3.2.6.5.3.3 Submit a copy of the CFR tracking sheet to the COR at the arrival conference.

3.2.6.5.3.4 At a minimum the Contractor shall update and submit a copy of the CFR tracking sheet to the COR the day before each weekly progress meeting. At the required CFR due date, submit the CFR tracking sheet to the COR via a CFR for review and formal archiving with the project records.”

3.5.5 Changes to contents of paragraph 3.2.11.1 (Sanitary facilities for vessel-personnel due to disruption of grey water and sewage systems).

“3.2.11.1 (Sanitary facilities for vessel-personnel due to disruption of grey water and sewage systems. When the shipboard grey water and sewage systems are disrupted due to repairs required by contract work, the Contractor shall provide vessel-personnel with a sanitary facility, within a five minute walking distance from the vessel, to include the amenities listed in Table II (Sanitary Facility Amenities). Ensure the following:

Shower stalls are equipped with privacy screens.

Sinks are provided with fresh hot and cold water.

Electrical convenience GFI receptacles, in accordance with NFPA 70, National Electric Code (NEC), are located in vicinity of sinks.

Toilets have doors or privacy dividers.

Lockers are capable of being locked.”

3.5.6 Changes to contents of paragraph 3.3.2.1.1 (Water depth).

“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.).”

3.5.7 Electrical compliance planning.

“3.3.14 Electrical compliance planning. For cutter availabilities, the Contractor shall submit to the KO the following electrical compliance planning documentation during the pre-award phase of the contract.

3.3.14 1 Shore power. When ungrounded shore power is to be provided per SFLC Std Spec 8635, provide a one line electrical diagram showing how such power will be supplied, including the winding and grounding configuration and rating of any generator or isolation transformer. For drydock availabilities, separate diagrams should be submitted for waterborne and non-waterborne periods.

3.3.14.2 Arc welding. When electric arc welding is to be performed per SFLC Std Spec 0740 while the vessel is waterborne, provide a diagram showing the general proposed location of each welding machine, the grounding configuration of each machine, and the return current conductor size and length. For drydock availabilities, separate diagrams may be necessary for waterborne and non-waterborne periods.

3.3.14.3 Hull bonding and lightning protection. For work periods while the vessel is not waterborne, provide a diagram showing how the hull grounding straps required by SFLC Std Spec 8635 will be sized (length and gauge) and connected.

3.3.14.4 Tool and equipment power. Provide a diagram showing how Contractor tool and equipment power will be supplied and distributed for dockside and shipboard use in accordance with SFLC Std Spec 0450. For drydock availabilities, separate diagrams should be submitted for waterborne and non-waterborne periods.”

3.5.8 Changes to paragraph to A2.1.1.3 (Document submission).

“A2.1.1.3 Document submission.

A2.1.1.3.1 For all work involving preservation of “critical-coated surfaces”, ensure the following is submitted to the COR at the Arrival Conference, for each coating system intended to be applied:

Coating system manufacturer’s name.

Product data sheets.

MSDS.

COC.

A2.1.1.3.2 Documentation shall be broken out by work item, to also include the following information:

Brand name.

Color.

Intended mil thickness.

Time between coats.

Intended final cure time prior to immersion or full duty rating, as applicable.

A2.1.1.3.3 For work involving preservation of surfaces not designated as “critical-coated surfaces”, submit all product data sheets, MSDS, and COC to the COR, prior to commencement of work.”

3.5.9 Requirements changes to paragraphs A2.1.5 (Tenting) and A2.1.6 (Ambient condition control).

“A2.1.5 Tenting and ambient condition control – “for critical-coated surfaces”.

A2.1.5.1 When the ambient condition parameters necessary for full paint cure or to meet environmental conditions, as required in paragraph A.2.1.4 (Ambient condition parameters), cannot be met for successful application and curing of “critical-coated” surface coating systems, the Contractor shall provide the following, at no additional cost to the Government:

Suitable tenting, as applicable, for exterior surface preservation.

Suitable ambient condition control equipment, which may include, but not be limited to the below-listed, to create and maintain ambient conditions recommended by the coating system’s manufacturer, and facilitate successful coating application and curing.

· AC system.

· Heaters.

· Blowers.

· Dehumidifiers.

A2.1.5.2 Submit an ambient condition control plan to the COR within 24 hours prior to initiating ambient condition control process

NOTE

The Contractor is expected to be aware of the advent of environmental conditions that are adverse to preservation of critical-coated surfaces and include all costs in

3.5.10 Pre-surface preparation requirements – additional to paragraph A2.1.7 (Pre-surface preparation requirements).

“A2.1.7.4 Coupon test. 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:

A2.1.7.4.1 Conduct a performance test on all abrasive blasting operations on a Contractor- provided test coupon, prior to starting abrasive blasting operations on the vessel. Use a new metal plate, of the same metal type and material properties as the area to be blasted, steel or aluminum plate, as applicable. For steel plates, the new plate shall have the mill scale intact and the plate will be in a Rust Grade “A” condition, per the SSPC-VIS 1 visual standard cards. No existing anchor profile, other than the surface irregularities from the manufacturing process are permitted on the test coupon. 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. The test coupon shall be affixed so as to not permit excessive movement during the performance test.

CAUTION!

Do not affix the coupon to the vessel nor shall the blast media from the performance test strike the vessel during the test A2.1.7.4.2 Ensure that the abrasive blasting operation test on the test coupon is with the very same setup that will be used to blast the vessel. The setup shall include, but not be limited to:

The abrasive media to be used (material and media size).

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

Delivery rate and pressure settings.

A2.1.7.4.3 Blast an one-square foot area on one side of the test coupon to the abrasive surface preparation standard specified in the applicable work item and perform an anchor profile test of the blasted surface in accordance with ASTM D4417, method A or C. Notify the COR in advance of the abrasive blasting operation test, to permit the witnessing of the test by appropriate Coast Guard personnel. Submit a CFR documenting the results of the abrasive blasting operation test. CFR shall include at a minimum, the following:

Area of the vessel that the verified setup will be used to abrasive blast with.

The abrasive media used.

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.

NOTES

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

2. The reverse side of the test coupon may be used for the subsequent test, provided that the conditions in paragraph A2.1.7.4 (Coupon test) are met.

A2.1.7.4.3 Repeat the abrasive blasting operation test in the following instances:

The setup, as defined in paragraph A2.1.7.4.1 is 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 COR.

NOTE

A performance test of the abrasive blasting operations on a test coupon and measuring the anchor profile prior to performing the operation on the cutter, in order to confirmed that the anchor profile range that the operation is going to produce. An abrasive blasting operation test is prudent, as there are enough variables in the equipment setup and media properties that the resulting anchor profiles from one contractor to the next vary significantly.

3.5.11 Post-surface preparation requirements - additional to paragraph A2.1.8 (Post-surface preparation requirements).

A2.1.8.8 Substrate profile measurements – during and post-surface preparation. 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 for complete preservation of a ”critical-coated” surface:

A2.1.8.8.1 During surface preparation by abrasive blasting or waterjetting operations, spot check the…

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