Draft Spec BRISTOL BAY (WTGB 140) DD FQ3 PAS 24R0 (1).docx
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- Dry Dock: USCGC BRISTOL BAY Federal contract opportunity
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About this file
This document is a Draft Specification for drydock repairs to the U.S. Coast Guard Cutter (USCGC) BRISTOL BAY (WTGB 102) and the USCG 120 Barge (12002) in FY2024. The specification details over 68 work items required to accomplish the repairs, including inspections, testing, preservation, overhauls, and renewals of various hull, mechanical, and electrical systems and components. Key areas covered include the underwater hull plating, propulsion, sea valves, rudders, tanks, electrical systems, fire prevention, and temporary services. The work will be performed at the contractor's facility over an approximate 80-calendar day period, with an anticipated start date of July 9, 2024 and completion by October 1, 2024. The applicable NAICS code is 336611 (Ship Building and Repairing) with a size standard of 1,300 employees. The Coast Guard will provide government-furnished property such as shafts, propellers, and some other components as specified in the document.
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USCGC BRISTOL BAY (WTGB 102)
USCG 120 BARGE (12002)
SPECIFICATION FOR DRYDOCK REPAIRS
FY2024
Developed By: Pamela E. Arts-Smith (REV-0, 17 Apr 2024)
TABLE OF CONTENTS
| Revisions Record | iv |
| Consolidated List of References | v |
| Consolidated List of Government-furnished Property | xi |
| Consolidated List of Critical Inspection Items | xiii |
| Principal Characteristics - Tug, IceBreaking | xiv |
| Principal Characteristics - Barge | xv |
| General Requirements | 1 |
| WORK ITEM 1: Fire Prevention Requirements | 20 |
| WORK ITEM 2: Hull Plating, U/W Body, Inspect | 25 |
| WORK ITEM 3: Hull Plating, U/W Body, Ultrasonic Testing | 30 |
| WORK ITEM 4: U/W Body, Preserve, 100 percent - Tender | 33 |
| WORK ITEM 5: Bubbler Channels, Inspect | 38 |
| WORK ITEM 6: Appendages, U/W, Leak Test | 41 |
| WORK ITEM 7: Propulsion Shaft Rope Guards, Inspect | 44 |
| WORK ITEM 8: Appendages, U/W, Internal, Preserve | 47 |
| WORK ITEM 9: Tanks, MP Fuel Stowage and Overflow, Clean and Inspect | 50 |
| WORK ITEM 10: Tanks, MP Fuel Service, Clean and Inspect | 55 |
| WORK ITEM 11: Propulsion Shaft Seals, Mechanical Overhaul and Inflatable Renew | 60 |
| WORK ITEM 12: Propulsion Shafting; Remove, Inspect, and Reinstall | 65 |
| WORK ITEM 13: Propulsion Shaft Bearings, External, Check Clearances | 71 |
| WORK ITEM 14: Stern Tube Interior Surfaces, Preserve, 100 Percent | 74 |
| WORK ITEM 15: Propeller , Remove, Inspect, and Reinstall | 77 |
| WORK ITEM 16: Circuit Breakers (60 Hz), Inspect and Test | 81 |
| WORK ITEM 17: Fathometer Transducer, Renew | 85 |
| WORK ITEM 18: Sea Valves and Waster Pieces, Overhaul Or Renew | 89 |
| WORK ITEM 19: Rudder Assembly, Remove, Inspect And Reinstall | 96 |
| WORK ITEM 20: Rudders, Preserve, 100 Percent | 101 |
| WORK ITEM 21: Chain Locker, Preserve, 100 Percent | 103 |
| WORK ITEM 22: Cathodic Protection, Zinc Anodes, Renew, | 106 |
| WORK ITEM 23: Drydock | 109 |
| WORK ITEM 24: Temporary Services, Provide – Tender and Barge | 114 |
| WORK ITEM 25: Sea Trial Performance, Support, Provide | 118 |
| WORK ITEM 26: Main Mast, Preserve, 100% | 122 |
| WORK ITEM 27: Hull Plating, U/W Body, Inspect - Barge | 126 |
| WORK ITEM 28: Hull Plating, U/W Body, Ultrasonic Testing - Barge | 130 |
| WORK ITEM 29: Hull Plating, Freeboard, Ultrasonic Testing - Barge | 133 |
| WORK ITEM 30: Hull and Structural Plating, 5/16in Steel Plate, Renew | 135 |
| WORK ITEM 31: Fenders, Bow, Inspect and Repair - Barge | 137 |
| WORK ITEM 32: Appendages, U/W, Leak Test - Barge | 140 |
| WORK ITEM 33: Appendages, U/W, Internal, Preserve - Barge | 143 |
| WORK ITEM 34: Voids (Accessible, Weather Deck Exposed), Inspect - Barge | 145 |
| WORK ITEM 35: Keel Coolers, Clean, Inspect and Hydro - Barge | 148 |
| WORK ITEM 36: Circuit Breakers (60 Hz), Inspect and Test | 152 |
| WORK ITEM 37: Fathometer Transducer, General Maintenance - Barge | 156 |
| WORK ITEM 38: Tanks, Sewage Holding, Preserve, 100 percent - Barge | 160 |
| WORK ITEM 39: U/W Body, Preserve, 100 percent - Barge | 164 |
| WORK ITEM 40: U/W Body, Preserve, Partial, Condition A - Barge | 168 |
| WORK ITEM 41: U/W Body, Preserve, Partial, Condition B - Barge | 173 |
| WORK ITEM 42: Hull Plating Freeboard, Preserve, 100 Percent - Barge | 178 |
| WORK ITEM 43: Superstructure, Preserve, 100 Percent - Barge | 182 |
| WORK ITEM 44: Cathodic Protection, Zinc Anodes, Renew - Barge | 185 |
| WORK ITEM 45: Sea Strainers, Duplex, All Sizes, Overhaul - Barge | 188 |
| WORK ITEM 46: Thruster Unit, Overhaul - Barge | 192 |
| WORK ITEM 47: Hull Fittings, Weight Handling Rigging Hardware, Inspect and Test - Barge | 200 |
| WORK ITEM 48: Grey Water Holding Tanks, Clean and Inspect - Barge | 203 |
| WORK ITEM 49: Sewage Holding Tanks, Clean and Inspect - Barge | 207 |
| WORK ITEM 50: Tanks (Aft Grey Water), Preserve “100%”- Barge | 209 |
| WORK ITEM 51: Tanks (Aft Grey Water), Preserve “Partial”- Barge | 212 |
| WORK ITEM 52: Decks – Exterior (Buoy or Construction Deck), Preserve 100% | 215 |
| WORK ITEM 53: Drydock - Barge | 218 |
| WORK ITEM 54: Bilge and Ballast Valves, Overhaul or Renew | 223 |
| WORK ITEM 55: Bilges, Preserve | 228 |
| WORK ITEM 56: SSDG Duplex Fuel Filter-Water Separator, Install | 231 |
| WORK ITEM 57: Boat Deck Lighting, Install | 236 |
| WORK ITEM 58: Auxiliary Sea Water System Valves, Overhaul Or Renew | 252 |
| WORK ITEM 59: Buoy and Cargo Handling Crane, Shrink Wrap | 257 |
| WORK ITEM 60: Firemain Valves, Overhaul or Renew | 259 |
| WORK ITEM 61: Boat Cleats, Install | 264 |
| WORK ITEM 62: Barge Heat Pump System, Renew | 267 |
| WORK ITEM 63: Fenders, Bow, Inspect and Repair | 275 |
| WORK ITEM 64: Anchor Chain and Ground Tackle, Preserve | 278 |
| WORK ITEM 65: Anchor Chains and Ground Tackle, Inspect and Repair - Barge | 283 |
| WORK ITEM 66: Hull and Structural Plating, 5/16in Steel Plate, Renew - Barge | 291 |
| WORK ITEM 67: Bilge and Ballast System Piping Barge, Renew | 293 |
| WORK ITEM 68: Voids, Non-Accessible, Leak Test | 297 |
USCGC BRISTOL BAY (WTGB-140) DRYDOCK AVAILABILITY FY2024
| iii |
| (REV-0) |
Revisions Record This page is used to record specification revisions, which may have occurred subsequent to a Revision 0 (Rev-0) package. Information listed is intended to provide contractors and field unit personnel a means to ensure all the current specification revision pages are present when reviewing or utilizing this specification package.
| DATE |
| REV# |
| WORK ITEM# |
| CHANGES MADE |
NOTE : All work item and paragraph numbers listed above for a given revision correspond to same numbers in the previous revision. This revised specification is self-contained with all of the above listed changes incorporated.
USCGC BRISTOL BAY (WTGB-140) DRYDOCK AVAILABILITY FY2024
| iv |
| (REV-0) |
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 120 BARGE 601-001, Rev C, General Arrangement and Profile Coast Guard Drawing 120 BARGE 801-001, Rev -, Lines Plan Coast Guard Drawing 120 BARGE 801-003, Rev -, Curves of Form Coast Guard Drawing 120 BARGE-801-006, Rev B, 120FT Aids to Navigation (ATON) Servicing Barge Docking Plan Coast Guard Drawing 120 CGB 111-001, Rev 3, Hull Details Bottom & Main Deck Plating & Framing & Det's Coast Guard Drawing 120 CGB 111-002, Rev B, Side, Bulwark Plating & Framing Coast Guard Drawing 120 CGB 633-001, Rev B, Zinc Anodes Coast Guard Drawing 120 BARGE 111-002, Rev B, Side, Bulwark Plating & Framing Coast Guard Drawing 120 BARGE 320-002, Rev F, Electrical One-Line Diagram Coast Guard Drawing 120 BARGE 506-001, Rev E, Vents, Overflows & Sounding Tubes Coast Guard Drawing 120 BARGE 536-001, Rev D, Auxiliary Water Cooling System Coast Guard Drawing 120 BARGE 568-001, Rev A, Bow Thruster Arrangement Coast Guard Drawing 120 BARGE 601-001, Rev C, General Arrangement and Profile Coast Guard Drawing 120 BARGE 611-001, Rev C, Hull Fittings Coast Guard Drawing 120 BARGE 631-001, Rev C, Paint and Deck Covering Schedule Coast Guard Drawing 120 BARGE 802-002, Rev -, Outboard Profile & Main Deck Plan Coast Guard Drawing 120 CGB 593-001, Rev C, Sewage & Plumbing Drains Coast Guard Drawing 120 CGB 601-001, Rev C, General Arrangement and Profile Coast Guard Drawing 120 CGB 801-004, Rev A, Tank Capacity Curves Coast Guard Drawing 120 CGB 801-005, Rev A, Tank Sounding Tables Coast Guard Drawing 130 CGB67 123-002, Rev 2, Transducer Well Details Coast Guard Drawing 140 WTGB 114-001, Rev -, Bubbler Structure Coast Guard Drawing 140 WTGB 114-003, Rev -, Rudder Guard Coast Guard Drawing 140 WTGB 114-001, Rev R, Shell Expansion Coast Guard Drawing 140 WTGB 116-001, Rev -, Longitudinal Framing and Side Girder Coast Guard Drawing 140 WTGB 117-001, Rev -, Transverse Frames Coast Guard Drawing 140 WTGB 120-001, Rev -, Structural Bulkheads Coast Guard Drawing 140 WTGB 149-001, Rev -, Tank Tops and Flats Coast Guard Drawing 140 WTGB 171-002, Rev -, Main Mast Coast Guard Drawing 140 WTGB 184-003, Rev -, Fathometer Transducer Install Coast Guard Drawing 140 WTGB 191-001, Rev D Fixed Ballast Arrangement Coast Guard Drawing 140 WTGB 192-001, Rev -, Compartment Testing Diagram Coast Guard Drawing 140 WTGB 243-002, Rev A, Propulsion Shafting Arrangement Coast Guard Drawing 140 WTGB 243-003, Rev -, Stern Tube Bearing Seal (Type FSE) Coast Guard Drawing 140 WTGB 562-001, Rev -, Rudder Coast Guard Drawing 140 WTGB 245-2, Rev A, Propeller & Offsets 140 Ft Wytm Cutter (All) Coast Guard Drawing 140 WTGB 245-3, Rev -, One Single Blade 140 Ft Wytm Cutter Alum Patt Coast Guard Drawing 140 WTGB 256-001, Rev A, Sea Water Circulating Cooling System Diagram Coast Guard Drawing 140 WTGB 261-005, Rev A, Piping Mods Incidental to SSDG Duplex Filter Install Coast Guard Drawing 140 WTGB 331-002, Rev W, Lighting System, Main DK & Above.
Coast Guard Drawing 140 WTGB 521-002, Rev -, Firemain System, Arrangements and Details Coast Guard Drawing 140 WTGB 521-003, Rev A, Firemain, System Diagram Coast Guard Drawing 140 WTGB 529-002, Rev -, Bilge and Clean Ballast, System Diagram Coast Guard Drawing 140 WTGB 529-004, Rev -, Bilge and Ballast, Arrangements and Details Coast Guard Drawing 140 WTGB 562-001, Rev -, Rudder Coast Guard Drawing 140 WTGB 562-002, Rev E, Rudder Stock Bearing Details Coast Guard Drawing 140 WTGB 633-001, Rev -, Cathodic Protection Coast Guard Drawing 140 WTGB 801-001, Rev B, Outboard Profile Coast Guard Drawing 140 WTGB 801-003, Rev -, Docking Plan Coast Guard Drawing 140 WTGB 801-004, Rev -, General Arrangement Below Main Deck Coast Guard Drawing 140 WTGB 801-005, General Arrangement Main Deck & Above Coast Guard Drawing 140 WTGB 801-008, Rev -, Docking Plan Coast Guard Drawing 140 WTGB 801-009, Rev -, Curves of Form Coast Guard Drawing 140 WTGB 839-002, Rev -, Lines and Offsets Coast Guard Drawing 84 CGB 1103-001, Rev 3, Deck and Bottom Plating Coast Guard Drawing 905 WMEC 521-006, Rev B, Firemain 01 Level and Above – A&D Coast Guard Drawing FL 1204-3, Rev A, Welded Padeyes & Links Coast Guard Drawing FL 6713-203, Rev -, CRP-V850 Transducer (SS505) Adapter Assembly Coast Guard Fleet Drawing FL 2804-12, Rev -, U.S.C.G. Emblem Coast Guard Fleet Drawing FL 2804-22, Rev-, Consolidated Visual ID for Cutters Coast Guard Drawing 140 WTGB 111-001, Rev -, Shell Expansion Coast Guard Drawing 140 WTGB 192-001, Rev -, Compartment Testing Diagram Coast Guard Drawing 140 WTGB 801-008, Rev -, Docking Plan NAVSEA Drawing 803-921865, Rev R, Cathodic Protection Hull Zinc Anodes WYTM Line shaft Alignment Analysis, Report No. 7715, 12/27/77
COAST GUARD PUBLICATIONS
Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual Coast Guard Technical Publication (TP) 3367, Section X, Generator Set Engine – Parts Manual, SWBS Group 311 Coast Guard Technical Publication (TP) 3381, Manufacturers Instruction Book-SWBS Group(s) 320-422 Coast Guard Technical Publication (TP) 3385, Manufacturers Instruction Book-SWBS Group(s) 568-573 Coast Guard Technical Publication (TP) 3478, Dec 2020, Manufacturer's Instruction Book-SWBS Group(s) 324 Coast Guard Technical Publication (TP) 4593C, 25-JAN-08, Seal, Shaft - Type F.S.E Fire Prevention and Response Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2022, Welding and Allied Processes Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2022, Shipboard Electrical Cable Test Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2022, Shipboard Electrical Cable Removal, Relocation, Splice, Repair, and Installation Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2022, Auxiliary Machine Systems Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), 2022, Fire Prevention and Response Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), 2022, Drydocking Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2022, Temporary Services Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2022, Temporary Hull Accesses
OTHER REFERENCES
American Society for Nondestructive Testing (ASNT) SNT-TC-1A, 2020, Recommended Practice for Personal Qualification and Certification in Nondestructive Testing American Society of Mechanical Engineers (ASME) B16.34, 2017, Valves-Flanged, Threaded, and Welding End ASTM International (ASTM) D1330, 2015, Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) D1709, 2008, Standard Test Methods for Impact Resistance of Plastic Film by the Free-Falling Dart Method ASTM International (ASTM) D1922, 2008, Standard Test Method for Propagation Tear Resistance of Plastic Film and Thin Sheeting by the Pendulum Method ASTM International (ASTM) D3359, 2009, Standard Test Methods for Measuring Adhesion by Tape Test ASTM International (ASTM) D4138, 2013, Standard Practices for Measurement of Dry Film Thickness of Protective Coating Systems by Destructive, Cross-Sectioning Means ASTM International (ASTM) D5363, 2016, Standard Specification for Anaerobic Single-Component Adhesives (AN) ASTM International (ASTM) D882, 2009, Standard Test Method for Tensile Properties of Thin Plastic Sheeting ASTM International (ASTM) F992, 2017, Standard Specification for Valve Label Plates Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual Code of Federal Regulations (CFR) Title 29, Part 1915, Occupational Safety and Health Standards for Shipyard Employment Commercial Item Description (CID) A-A-59313, Nov 2003, Thread Compound; Anti-seize, Zinc Dust-Petrolatum Commercial Item Description (CID) A-A-59316, 2016, Abrasive Materials; for Blasting Department of Defense Standard Practice (MIL-STD-1310H), 2009, Shipboard Bonding, Grounding, and other Techniques for Electromagnetic Compatibility, Electromagnetic Pulse (EMP) Mitigation, and Safety Department of Defense Standard Practice (MIL-STD-2003-3A), 2009, Electric Plant Installation Standard Methods for Surface Ships and Submarines 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 International Standard For Organization (ISO) 484/2, 1981, Shipbuilding - Ship Screw Propeller - Manufacturing Tolerances - Part 2: Propellers of Diameter Between 0.80 and 2.50 m, Inclusive Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-61, 2013 Edition, Pressure Testing Of Steel Valves Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-67, 2017 Edition, Butterfly Valves Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-72, 2018 Edition, Ball Valves with Flanged or Butt-Welding Ends for General Service Manufacturers' Standardization Society of the Valve and Fittings Industry (MSS) SP-80, 2013 Edition, Bronze Gate, Globe, Angle and Check Valves MIL PRF-16173, Sep 2006, Corrosion Preventive Compound, Solvent Cutback, Cold-Application MIL PRF-16173E INT AMD 1, Sep 2006, Corrosion Prevention Compound, Solvent Cut Back, Cold Application MIL-A-18001, May 2005, Anodes MIL-A-18001, May 2005, Anodes, Sacrificial Zinc Alloy (Commercially Accepted - ASTM B418) MIL-A-22262, Mar 1996; Abrasive Blasting Media Ship Hull Blast Cleaning MIL-G-24716, Apr 1993, Gaskets, Metallic-Flexible Graphite, Spiral Wound Military Specification MIL-A-22262B, March 1996, Abrasive Blasting Media Ship Hull Blast Cleaning Military Standard MIL-S-19622/17D, Dec 1992, Stuffing Tube, Nylon, and Packing Assemblies, General Specification for Military Standard MIL-STD-2003/3A (SH), Sep 2009, Electrical Plant Installation Standard Methods for Surface Ships and Submarines MIL-PRF-16173, 2006, Corrosive Preventive Compound, Solvent Cutback, Cold Application MIL-PRF-24647, 2018, Paint System, Anticorrosive and Antifouling, Ship Hull MIL-S-45180, 1998; Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant National Electrical Manufacturers Association (NEMA) Stds, Pub. No. AB4, 2017, Guidelines for Inspection and Preventive Maintenance of Molded Case Circuit Breakers Used in Commercial and Industrial Applications Naval Sea Systems Command (NAVSEA) Underwater Ship Husbandry Manuals (UWSH) S0600-AA-PRO-160, Nov 2011, Chapter 16, Cofferdams NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for Fabrication, Welding, and Inspection of Submarine Structure Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183B, 2019, Cork and Rubber Composition Sheet; for Aromatic Fuel and Oil Resistant Gaskets Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) G-6032, 2020 Grease, Plug Valve, Gasoline and Oil Resistant, NATO Code Number G-363, Metric Society of Automotive Engineers (SAE) AMS-G-6032, August 2012, 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) Surface Preparation Specification No.1 (SSPC-SP 1), 2016, Solvent 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.11 (SSPC-SP 11), 2012, Power Tool Cleaning to Bare Metal The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2012, 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) Surface Preparation Standard No. 11 (SSPC-SP 11), 2013, Power-Tool Cleaning to Bare Metal The Society for Protective Coatings (SSPC), January 2015, Paint Application Specification No. 2 (PA-2), Procedure for Determining Conformance to Dry Coating Thickness Requirements The Society for Protective Coatings (SSPC)/NACE International (NACE) 2007, Joint Surface Preparation Standard SSPC-SP 10/NACE No. 2, Near-White Metal Blast Cleaning The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 10/NACE No. 2, 2007, Near-White Metal Blast 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)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 12/NACE No.5, 2002, Surface Preparation and Cleaning of Metals by Waterjetting Prior to Recoating The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 12/NACE No.5, 2007, Surface Preparation and Cleaning of Steel & Other Hard Materials by High and Ultrahigh Pressure Water Jetting 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 WJ-2, 2012, Waterjet Cleaning of Metals – Very Thorough Cleaning The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP WJ-2/NACE WJ-2, 2012, Waterjet Cleaning of Metals – Very Thorough Cleaning The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP WJ-4/NACE WJ-4, 2012, Waterjet Cleaning of Metals – Light 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 10/NACE No. 2, 2007, Near-White Blast Cleaning The Society for Protective Coatings (SSPC)/NACE-International (NACE) Joint Surface Preparation Standard SSPC-SP 10/NACE No. 2, 2007, Near-White Metal 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 The Society for Protective Coatings SSPC-SP 10/NACE No.2, Jan 2007, Near-White Blast Cleaning The Society for Protective Coatings SSPC-SP 11, Jul 2012, Power Tool Cleaning to Bare Metal Underwriters Laboratories Inc. (UL) 489, May 2016, Molded Case Circuit Breaker
USCGC BRISTOL BAY (WTGB-140) DRYDOCK AVAILABILITY FY2024
| xii |
| (REV-0) |
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)
| 11 |
| N |
| Wartsila FSE H76463-01 Major Overhaul Kit PN: WLP001419-001 |
| NSN: 2010-01-540-3303 |
| 1 ea. |
| 22,217.10 |
| 12 |
| Y |
| **Propeller shaft |
| NSN: 2010-01-089-8123 PN: 101 WYTM-243-001 PIECE 1 |
| 1 ea. |
| 7,874.50 |
| 15 |
| Y |
| **Propeller |
| NSN: 2010-01-078-8216 |
| 1 ea. |
| 42,842.00 |
| 17 |
| N |
| ***Fathometer Transducer, Shallow Water, 50-200 kHz |
| NSN: 5845-01-470-2500 PN: SS505 |
| 1 ea. |
| 343.63 |
| 20 |
| Y |
| **Rudder |
| NSN: 2040-01-115-3498 PN: 101WYTM562-001 |
| 1 ea. |
| 186,806.00 |
| 20 |
| Y |
| **Rudder Stock |
| NSN: 2040-01-115-5203 PN: 10251-562-241-PIECE-1 |
| 1 ea. |
| 56,742.00 |
| 24 |
| Y |
| *Transducer Cover Plate |
| N/A |
| 1 ea. |
| 50.00 |
| 38 |
| N |
| ***Fathometer Transducer, Shallow Water, 50-200 kHz (Airmar Technology SS505) |
| NSN: 5845-01-470-2500 |
| 1 ea. |
| 343.63 |
| 47 |
| N |
| Overhaul Kit, Bow Thruster |
| NSN: 2010-01-659-2615 PN: SBJ-112 |
| 1 ea. |
| 21,980.90 |
| 47 |
| Y |
| **Propeller Shaft |
| NSN: 2010-01-659-2443 PN: 1013898 |
| 1 ea. |
| 9,821.00 |
| 54 |
| Y |
| *Transducer Cover Plate |
| N/A |
| 4 ea. |
| 50.00 |
| 59 |
| N |
| SturdiLED, 29W, 2400 lumens, 45 deg. beam angle. |
| NSN: N/A PN: 010184.007, STL-MED-45-UNIV-BLK |
| 1 ea. |
| 599.00 |
| 64 |
| N |
| Ocean Breeze |
36,000 BTU Marine Condenser Unit R22, R407C, R417A Compatible High Efficiency Copeland Compressor Stainless Steel Drain Pan Heavy Duty Coaxial Tube in Tube Copper and Cupro-Nickel Condenser Coil 460 Volt Three Phase Reverse Cycle Heat Function
| PN: RR36 R22 460 Volt |
| 1 ea. |
| 7170.00 |
| 64 |
| N |
| Ocean Breeze |
48,000 BTU Marine Condenser Unit R22, R407C, R417A Compatible High Efficiency Copeland Compressor Stainless Steel Drain Pan Heavy Duty Coaxial Tube in Tube Copper and Cupro-Nickel Condenser Coil 460 Volt Three Phase Reverse Cycle Heat Function
| PN: RR48 R22 460 Volt |
| 1 ea. |
| 7825.00 |
| 64 |
| N |
| Metal enclosure |
100' Feet of Communication Cable 100' Feet of Temperature Probe Cable FX-2 Control Board
| PN: Digital Control for RR48 R22 460 Volt |
| 2 ea. |
| 989.00 |
| 64 |
| N |
| Seawater pump |
| PN: P1500BX |
| 2 ea. |
| 1,200.00 |
*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
| xiv |
| (REV-0) |
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 |
| 3 |
| Hull Plating, U/W Body, Ultrasonic Testing |
| 4 |
| U/W Body, Preserve, 100 percent - Tender |
| 5 |
| Bubbler Channels, Inspect |
| 6 |
| Appendages, U/W, Leak Test |
| 9 |
| Tanks, MP Fuel Stowage and Overflow, Clean and Inspect |
| 10 |
| Tanks, MP Fuel Service, Clean and Inspect |
| 11 |
| Propulsion Shaft Seals, Mechanical Overhaul and Inflatable Renew |
| 12 |
| Propulsion Shafting; Remove, Inspect, and Reinstall |
| 13 |
| Propulsion Shaft Bearings, External, Check Clearances |
| 19 |
| Sea Strainers, Simplex, All Sizes, Clean and Inspect |
| 20 |
| Rudder Assembly, Remove, Inspect And Reinstall |
| 28 |
| Hull Plating, Side Scan, Ultrasonic Testing - Barge |
| 29 |
| Hull Plating, U/W Body, Ultrasonic Testing - Barge |
| 33 |
| Appendages, U/W, Leak Test - Barge |
| 35 |
| Voids (Accessible, Weather Deck Exposed), Inspect - Barge |
| 40 |
| U/W Body, Preserve, 100 percent - Barge |
| 46 |
| Sea Strainers, Duplex, All Sizes, Overhaul - Barge |
| 57 |
| Bilges, Preserve |
| 63 |
| Boat Cleats, Install |
| 72 |
| Voids, Non-accessible, Leak Test |
| xvi |
| (REV-0) |
Principal Characteristics - Tug, IceBreaking 140’ WTGB (TUG, Icebreaking)
Physical
| Length overall |
| 140' 0" |
| Length between perpendiculars |
| 130' 0" |
| Breadth, extreme |
| 37' 7-1/4" |
| Depth, molded |
| 18' 2-3/8" |
| Frame spacing |
| 1' 6" |
| Full load (Winter) draft (at ) |
| 12' 1-1/2" |
| Full load (winter) displacement |
| 687 Long tons (LT) |
Full load (winter) center of gravity
| Above base (kg) |
| 13' 1" |
| Full load trimming moment (forward) |
| 75.6 Ft-LT |
| Min. operating condition draft (at ) |
| 11' 6-3/8" |
| Min. operating condition displacement |
| 640 Long tons |
Min. operating condition center of gravity
| Above base (kg) |
| 13' 4-1/4" |
Min. operating condition trimming moment
| Forward |
| 76.8 Ft-LT |
| Height of vessel above DWL |
| Approx. 62' 0" |
Machinery
Main Propulsion
| Engine Type |
| Diesel-electric |
| Number of units: |
| 2 |
| Total shaft horsepower: |
| 2500 |
Propeller
| Number of propellers |
| 1 |
| Number of blades |
| 4 |
| Diameter of propeller |
| 8' 6" |
| Pitch |
| Fixed |
NOTE
Stability values above are for representative tug. Draft and longitudinal lever values provided above are for tugs in fresh water. Longitudinal lever values are provided to adjust tug's design drag of 1.0 feet by the stern.
| xvii |
| (REV-0) |
Principal Characteristics - Barge
120' CGB, BARGE
Physical
| Length overall |
| 125' 0" |
| Breadth, extreme |
| 52' 0" |
| Frame spacing |
| 1' 0" |
| Full load draft |
| 5' 7" |
| Full load displacement |
| 690 Long tons |
DIESEL GENERATORS
| Number of units |
| 2 |
| Rated power |
| 75 kw, 450 V, 3 Ph |
DIESEL HYDRAULIC POWER UNIT
| Number of units |
| 2 |
| Rated power |
| 75 kw, 450 V, 3 Ph |
BOW THRUSTER
| Number of units |
| 1 |
PROPELLERS
| Type |
| Vertical Mount in Recessed Tunnel |
| Number |
| 1 |
| Number of blades |
| 3 |
| Diameter |
| 12" |
| 239 |
| (REV-0) |
00000_0623_FLT
REC_00000_FLT_Commercial Project @ Contractor’ Facility (0121) 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 Drawings None Coast Guard Publications Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Coatings and Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Latest Version, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Latest Version, Welding and Allied Processes Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), Latest Version, Fire Prevention and Response Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), Latest Version, Requirements for Preservation of Ship Structures Other References Code of Federal Regulations (CFR) Title 29, Part 1915, Occupational Safety and Health Standards for Shipyard Employment NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for Fabrication, Welding, and Inspection of Submarine Structure
3. REQUIREMENTS
3.1 General. The Contractor must conform to all requirements specified in SFLC Std Spec 0000 and in this item, as applicable, during the performance of this availability. The requirements in this WI applies to all work under the scope of this contract, whether explicitly stated in all following work items or not, and to all other work subsequently authorized by changes, modifications, or extensions to the contract.
3.1.1 The Contractor must conform to all requirements specified in SFLC Std Spec 5550 and in the Fire Protection and Response work item, as applicable, during the performance of this availability.
3.1.1.1 Fire Safety Plan submission. The Contractor must submit a copy of the CFR 1915, Subpart P, Fire Safety Plan with the Contractor’s bid when work will be conducted in a Contractor–owned facility. Include any MOA(s) with local firefighting facilities.
3.1.1.2 Fire Plan submission. The Contractor must submit a copy of the developed availability specific fire plan as requested in the Fire Protection and Response work item, with the Contractor’s bid.
note NAVSEA drawings listed will be available FOR INSPECTION ONLY from the Coast Guard Port Engineer post-award. SFLC will not redistribute NAVSEA documents. Contractors can apply to NAVSEA headquarters directly for copies.
3.2 Contractor-provided fire extinguishers. The Contractor must provide portable fire extinguishers.
3.2 Fire watch requirements. The Contractor must 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 must 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. The Contractor must obtain a written KO authorization to deviate from any coatings required in SFLC Std Spec 6310 Appendix C before work.
3.3.3 In-process quality control measures. The Contractor must abide by all the safety, preservation, and quality control requirements specified in SFLC Std Spec 0000, paragraph 3.2.4.2 (In-process QC measures for “critical-coated surfaces”).
3.3.3.1 Quality control requirements. The Contractor must abide by the following when performing preservation related inspections. The following measurements must be randomly spaced throughout for the purposes of providing a representation of the entire prepared or coated surface.
3.3.3.1.1 Surface profile measurements. One surface profile measurement must be taken for every 200 square feet for the first 1000 square feet; for each additional 500 square feet or less, one profile measurement must be taken. Profile measurements must be taken in accordance with SFLC Std Spec 6310, paragraph 3.1.8.3 (Surface profile measurements). A “measurement” for surface profile is defined as follows:
· ASTM D4417, Method B: One profile measurement is the average (mean) of 10 individual readings.
· ASTM D4417, Method C: One profile measurement is the average (mean) of 2 individual readings.
3.3.3.1.2 Soluble salt conductivity measurements. 5 conductivity measurements must be taken every 1000 square feet. For submerged (immersed) applications conductivity measurements must not exceed 30 microsiemens/cm. For non-submerged (non-immersed) applications conductivity measurements must not exceed 70 microsiemens/cm. If a conductivity check fails, clean the surface in accordance with SFLC Std Spec 6310, paragraph 3.1.8.5 (Soluble salt removal).
3.3.3.1.3 Coating thickness measurements. Three area measurements must be taken for the first 1000 square feet; for each additional 1000 square feet, perform an additional area measurement. A “measurement” for coating thickness is defined as follows:
· SSPC-PA 2 defines an area measurement as 5 separate spot measurements randomly spaced throughout a 100 square foot area.
· SSPC-PA 2 defines a spot measurement as 3 gage readings and each new gage reading the probe must be moved to a new location within a 1.5-inch diameter circle defining the spot.
3.4 Welding and brazing requirements. The Contractor must perform all welding and allied processes, and NDE in accordance with SFLC Std Spec 0740.
3.4.1 HY-130 material substitution. The Contractor must be aware that HY-130 steel plating is no longer commercially available. For the purpose of performing flight deck repairs on US Coast Guard WMEC-270 “B-Class” cutters, Weldox 900 steel plating has been approved as a replacement for HY-130. Due to the similarity in material properties and weldability of HY-130 and Weldox 900, all welding procedures and welder qualifications for welding Weldox 900 must be the same as those outlined in NAVSEA TP 1688 as applicable for welding HY-130.
3.4.2 Standard spec modification. For any welding involving HY-130 on the flight deck of WMEC-270 “B-Class” cutters, perform all welding and allied processes, and non-destructive evaluation (NDE) in accordance with NAVSEA TP 1688. The Contractor must be aware that the welding requirements specified in this document take precedence over paragraph 3.3.6 of SFLC Standard Spec 0000 for the purpose of welding involving HY-130.
3.4.3 Approval to weld HY-130. To obtain Coast Guard approval to weld on HY-130 steel for WMEC-270 “B-Class” cutters, the Contractor must provide written Performance Qualification Records (PQR’s) for each process to be used. The PQR’s must be approved by one of the regulatory agencies affirming that the WPS meets the welding requirements of NAVSEA TP 1688. In addition, the Contractor must ensure that all subcontractors, prior to performing welding operations, have qualified procedures by meeting all the requirements set forth in this document.
NOTE
NAVSEA approval is NOT required for welding procedures submitted but the procedures must be reviewed and shown to satisfy the requirements set forth in NAVSEA TP 1688, by a welding regulatory agency. The requirements for welding Weldox 900 are considered the same as those for welding HY-130.
3.5 Environmental protection requirements. The Contractor must 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 must 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 must 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 must 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 must not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.
3.5.1.1 USCG Generator status. The activity Generator Status for the Coast Guard Facility is small.
3.5.2 Test and procedures. The Contractor is required to promptly conduct tests and procedures for the purpose of assessing whether operations are in compliance with applicable Environmental Laws. Analytical work must be done by qualified laboratories; and where required by law, the laboratories must be certified.
3.5.3 Regulatory notifications. The Contractor is 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 must 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 must 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 must appoint in writing an Environmental Manager for the project, who is responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager must 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 must 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. The Contractor must refer to site (e.g., Base) Regulations and Instructions for details regarding local policies (e.g., crane services, parking, or facility usage).
3.7 SFLC Standard Specification approved changes. Approved updates to the 2022 SFLC Standard Specifications will appear here.
3.7.1 None.
4. NOTES
4.1 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in SFLC Std Spec 6310 to be completed and submitted during preservation of “critical-coated surfaces”, are provided at the end of this document.
QA-1 - QUALITY ASSURANCE INSPECTION FORM
(PRESERVATION CHECKLIST)
| Vessel Name |
| Hull # |
| Work Item # |
| Work Item Title |
| Location of Work (incl. frame #’s) |
| Area (sqft) |
CHECKPOINT 1 – COATING SYSTEM COMPLIANCE
Ensure all coatings are in compliance with SFLC Std Spec 6310, Appendix C.
CHECKPOINT 2 - PAINT STORAGE
Ensure all coatings are kept at a temperature of 65 to 85°F at all times, unless otherwise specified by the coating mfg.
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 mfg.
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 |
| NAME of CG Representative |
| Signature |
| Unit |
| DATE/TIME |
QA-2 - QUALITY ASSURANCE INSPECTION FORM
(ENVIRONMENTAL READINGS)
| Vessel Name |
| Hull # |
| Work Item # |
| Work Item Title |
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 |
| NAME of CG Representative |
| Signature |
| Unit |
| DATE/TIME |
QA-3a - QUALITY ASSURANCE INSPECTION FORM
(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-C)
| Vessel Name |
| Hull # |
| Work Item # |
| Work Item Title |
| Location of Work (Frame References) |
| Area (sqft) |
| SURFACE PREPARATION METHOD |
| PROFILE ACHIEVED (mils) |
| Min |
| Max |
| Mean |
SSPC-SP-10/NACE No. 2
SSPC-SP WJ-2/NACE WJ-2
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 Place Surface Profile Replica Tape Here Place Surface Profile Replica Tape Here
Reading (mils):
Reading (mils):
Reading (mils):
Place Surface Profile Replica Tape Here Place Surface Profile Replica Tape Here Place Surface Profile Replica Tape Here
Reading (mils):
Reading (mils):
Reading (mils):
Place Surface Profile
Place Surface Profile Replica Tape Here Place Surface Profile Replica Tape Here
Reading (mils):
Reading (mils):
Reading (mils):
Place Surface Profile
Place Surface Profile Replica Tape Here Place Surface Profile Replica Tape Here
Reading (mils):
Reading (mils):
Reading (mils):
Place Surface Profile
Place Surface Profile Replica Tape Here 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 |
| NAME of CG Representative |
| Signature |
| Unit |
| DATE/TIME |
QA-3b - QUALITY ASSURANCE INSPECTION FORM
(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-B)
| Vessel Name |
| Hull # |
| Work Item # |
| Work Item Title |
| Location of Work (incl. frame #’s) |
| Area (sqft) |
| SURFACE PREPARATION METHOD |
| PROFILE ACHIEVED (mils) |
| Min |
| Max |
| Mean |
SSPC-SP-10/NACE No. 2
SSPC-SP WJ-2/NACE WJ-2
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 Mils Reading (IAW ASTM D4417-Method B for above 10 readings (by column):
Mean Reading (mils)
| Name of QP-1/NACE Inspector |
| Signature |
| Cert. # |
| Date / Time |
| NAME of CG Representative |
| Signature |
| Unit |
| DATE/TIME |
QA-4 - QUALITY ASSURANCE INSPECTION FORM
(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)
| Vessel Name |
| Hull # |
| Work Item # |
| Work Item Title |
| Location of Work (incl. frame #’s) |
| Area (sqft) |
SOLUBLE SALT CONDUCTIVITY Measurements IAW SSPC-GUIDE 15.
| Date |
| Test Locations |
| Conductivity (Microsiemens/CM) |
| Name of QP-1/NACE Inspector |
| Signature |
| Cert. # |
| Date / Time |
| NAME of CG Representative |
| Signature |
| Unit |
| DATE/TIME |
QA-5 - QUALITY ASSURANCE DATA FORM
(COATING THICKNESS)
(Use one sheet for each sequence)
| Vessel Name |
| Hull # |
| Work Item # |
| Work Item Title |
| Coating Mfg |
| Product Name |
| Batch # |
| Induction Time |
| Coating System Sequence (Primer/Touchup/3rd Coat, etc.) |
Dry Film Thickness (DFT) Measurements IAW SSPC-PA 2.
| SPOT |
| 1 |
| 2 |
| 3 |
| 4 |
| 5 |
| AVERAGE VALUE |
*BASE METAL READING (BMR)
*Required, If Magnetic Pull-Off (Type I/Banana) Gauge Is Used.
Location (Frame Reference):
| SPOT |
| 1 |
| 2 |
| 3 |
| 4 |
| 5 |
| Overall Avg. DFT |
| ADJUSTMENTS |
| Avg. BMR |
| Deviation |
| Before Adjustments |
| After Adjustments |
Avg.
Location (Frame Reference):
| SPOT |
| 1 |
| 2 |
| 3 |
| 4 |
| 5 |
| Overall Avg. DFT |
| ADJUSTMENTS |
| Avg. BMR |
| Deviation |
| Before Adjustments |
| After Adjustments |
Avg.
Location (Frame Reference):
| SPOT |
| 1 |
| 2 |
| 3 |
| 4 |
| 5 |
| Overall Avg. DFT |
| ADJUSTMENTS |
| Avg. BMR |
| Deviation |
| Before Adjustments |
| After Adjustments |
Avg.
| Application Method (Airless, Conventional Spray, Rolled) |
| Average DFT |
| Name of QP-1/NACE Inspector |
| Signature |
| Cert. # |
| Date / Time |
| NAME of CG Representative |
| Signature |
| Unit |
| DATE/TIME |
4.2 Tank and Void Assessment form.
55500_ACC_0323_IBCT
WORK ITEM 1: Fire Prevention Requirements
1. SCOPE
1.1 Intent. This work item describes the requirements for the Contractor to minimize shipboard fire risk and to clarify the Contractors’ role in fire prevention and response.
Note This work item is not separately priced. Factor fire prevention and response costs into bid of affected work items.
1.2 Government-furnished property.
None.
2. REFERENCES
Coast Guard Drawings None Coast Guard Publications Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General Requirements Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), 2022, Fire Prevention and Response Other References None
3. REQUIREMENTS
3.1 Fire Plan. The Contractor must develop and implement a written fire plan in accordance SFLC Std Spec 5550. The Contractors Fire Plan must address Fire Protection and Response specifics as required in this Work Item.
3.1.1 The availability’s specific Fire Plan must always address the following:
material condition and fire protection boundary obstruction mitigations inoperable fittings log fire alarms firefighting equipment disposition
3.1.2 The Fire Plan must also address the following:
fire protection system status communication links temporary services power disconnects fire prevention and safety inspections
3.2 Fire Prevention Responsible Party. The Contractor must appoint a Fire Prevention Responsible Party (FPRP) who acts as the Contractor’s Responsible Person for fire prevention concerns during the entire availability.
3.3 Fire Prevention and Response Conference. The Contractor must participate in the Fire Prevention and Response Conference as required in Std Spec 5550, paragraph 3.12. The participants must address the contents of SFLC Std Spec 5550, paragraph 3.12.1, as applicable.
3.4 Fire Responsibility Familiarization Tour and Initial Inspection. The Contractor must participate in the Fire Responsibility Familiarization Tour and Initial Inspection as required in Std Spec 5550, paragraphs 3.12.2 through 3.12.4.
3.5 Material Condition and Fire Protection Boundary Obstruction Mitigation Requirements. The Contractor must conform to all material condition and fire protection boundary obstruction mitigation requirements detailed in SFLC Std Spec 5550, paragraph 3.2.
3.6 Inoperable Fittings Log Requirements. The Contractor must conform to all inoperable fittings log requirements detailed in SFLC Std Spec 5550, paragraph 3.3.
3.6.1…
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