Specification_WILLIAM_TATE_DS_FY_16.pdf

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WILLIAM TATE DS FY 16 Federal contract opportunity
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HSCG8516QP45A20
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Department of Homeland Security US Coast Guard

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Specification of William Tate

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USCGC WILLIAM TATE (WLM 560)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2016

Developed By: Jonathan C Copley

(Rev-1, 09 February 2016)

USCGC WILLIAM TATE (WLM-175) DOCKSIDE AVAILABILITY FY2016

ii (Rev-1)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property ................................................................................. ix Consolidated List of Critical Inspection Items .......................................................................................... xiii Principal Characteristics - TENDER .......................................................................................................... xiv General Requirements WORK ITEM 1: Tanks (MP Fuel Service), Clean and Inspect WORK ITEM 2: Tanks (Hydraulic Oil Stowage and Service), Clean and Inspect WORK ITEM 3: Z-Drive Propulsion Unit, Clutch Assemblies, Overhaul WORK ITEM 4: SW Heat Exchangers, Clean, Inspect and Hydro WORK ITEM 5: Main Diesel Engine (MDE) Exhaust Piping, Commercial Clean WORK ITEM 6: Ship Service Diesel Generator (SSDG) Exhaust Piping, Commercial Clean WORK ITEM 7: Ship Service Diesel Generator, Clean & Inspect WORK ITEM 8: Emergency Diesel Generator, Clean & Inspect WORK ITEM 9: Circuit Breakers (60 Hz), Inspect and Test WORK ITEM 10: Vent Ducts (Engine And Motor Room All), Commercial Cleaning WORK ITEM 11: Vent Ducts (Galley and Pantry Room All), Commercial Cleaning WORK ITEM 12: Vent Ducts (Laundry Exhaust), Commercial Cleaning WORK ITEM 13: Vent Ducts (All Other), Commercial Cleaning WORK ITEM 14: Compressed Air Receivers and System Valves (All), Clean, Inspect, Hydro and Lift . 60 WORK ITEM 15: Hydraulic Chain Stoppers, Inspect And Service WORK ITEM 16: Hydraulic Inhaul Winch, Inspect and Service WORK ITEM 17: Mechanical Chain Stoppers, Inspect and Service WORK ITEM 18: Anchor Windlass, Inspect And Service WORK ITEM 19: Warping Capstan (Aft), Inspect and Service WORK ITEM 20: Single Point Davit, Inspect and Service WORK ITEM 21: Buoy Crane, Inspect And Service WORK ITEM 22: Sewage Holding and Vacuum CollectionTank(s), Clean and Inspect WORK ITEM 23: Sewage and Grey Water Piping, Clean And Flush WORK ITEM 24: Tanks (Sewage Holding and Collection), Preserve “100%” WORK ITEM 25: Tanks (Sewage Holding and Collection), Preserve “Partial” WORK ITEM 26: Temporary Services, Provide - Cutter WORK ITEM 27: Sea Trial Performance, Support, Provide WORK ITEM 28: Tanks (MP Fuel Stowage and Overflow), Clean and Inspect WORK ITEM 29: Fire Pump Automatic Air Vents, Install WORK ITEM 30: Power Assisted Griping System, Remove WORK ITEM 31: Tanks (Potable Water), Clean and Inspect WORK ITEM 32: Potable Water Pneumatic Tank(s), Clean and Inspect WORK ITEM 33: Hot Water Accumulator Tanks, Clean and Inspect WORK ITEM 34: Hydraulic Crossdeck Winches, Inspect and Service WORK ITEM 35: Tanks (Potable Water), Preserve “100%” WORK ITEM 36: Tanks (Potable Water), Preserve “Partial” WORK ITEM 37: 1-79-0-L & 1-79-1-Q Deck Covering, Renew WORK ITEM 38: 01-58-2-L Deck Covering, Renew WORK ITEM 39: Potable Water Deck Connection Piping, Renew WORK ITEM 40: Deck Covering, Wet/ Dry, Seal WORK ITEM 41: QAWT Doors, Renew iii (Rev-1)

REVISIONS RECORD

This page is used to record specification revisions, which may have occurred subsequent to a Revision 0 (Rev-1) 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

09 February

1 21 Buoy Crane Tech Rep requirements

NOTE : All work item and paragraph numbers listed above for a given revision correspond to same numbers in the previous revision. This revised specification is self-contained with all of the above listed changes incorporated.

iv (Rev-1)

CONSOLIDATED LIST OF REFERENCES

The below-listed documents form a part of this specification to the extent specified herein. Approval/publication dates or revision dates/numbers are also identified, to ensure that same document versions are used at 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 175-WLM-167-001, Rev L, Structural Closures Coast Guard Drawing 175 WLM 201-001, Rev C, Machinery Spaces Arrangement Coast Guard Drawing 175-WLM 201-002, Rev D, Machinery Removal Routes Coast Guard Drawing 175 WLM 243-001, Rev -, Propulsion Shaft Arrangement Coast Guard Drawing 175 WLM 243-002, Rev F, Propulsion Shaft Arrangement Coast Guard Drawing 175 WLM 256-003, Rev D, Seawater Cooling System FR 61 Fwd Blocks

910,920,930 Coast Guard Drawing 175 WLM 256-004, Rev J, Seawater Cooling System A & D, Hull Blks 940-970 Coast Guard Drawing 175 WLM 256-005, Rev -, Z-Drive Lube Oil Heat Exchanger Tube Bundle, Replcmnt & Piping Mods Coast Guard Drawing 175 WLM 256-012, Rev B, ASW System Piping Modifications Coast Guard Drawing 175 WLM 259-001, Rev A, Combustion Exhaust Diagram Coast Guard Drawing 175 WLM 259-005, Rev C, Combustion Exhaust A&D, Hull Block 970 Coast Guard Drawing 175 WLM 320-001, Rev AJ, Electrical One-Line Diagram Coast Guard Drawing 175 WLM 320-002, Rev G, Power System Deck Plan Frame 24 Fwd, Hull Blocks

910 & 901 Coast Guard Drawing 175 WLM 320-009, Rev R, Power Sys Elem Wiring Diagram Coast Guard Drawing 175 WLM 330-002, Rev F, Lighting System Fr 24 Forward, Hull Blocks 901 &

Coast Guard Drawing 175 WLM 437-007, Rev P, Buoy Dk Control Sys Block, ISO & ElemWrg Diag http://www.assistdocs.com/search/search_basic.cfm http://www.uscg.mil/directives/default.asp http://www.gpoaccess.gov/ http://www.awspubs.com/index.php http://www.techstreet.com/ http://www.nfpa.org/ http://shopping.netsuite.com/sspcmarketplace v (Rev-1)

Coast Guard Drawing 175 WLM 506-001, Rev G, Overflows, Air Escapes & Sounding Tubes Diagram Coast Guard Drawing 175 WLM 512-001, Rev E, HVAC Diagram Coast Guard Drawing 175 WLM 521-001, Rev K, Firemain System Diagram Coast Guard Drawing 175 WLM 528-002, Rev M, Weather Deck Drains Diagram Coast Guard Drawing 175 WLM 533-001, Rev G, Potable Water System Diagram Coast Guard Drawing 175 WLM 533-006, Rev D, Independent Tank Potable Water Hb 950 Coast Guard Drawing 175 WLM 541-001, Rev H, Fuel Oil System Diagram Coast Guard Drawing 175 WLM 541-006, Rev C, Independent Tanks, Emergency Generator Day Tank

IIP:7-1

Coast Guard Drawing 175-WLM 549-001, Rev F, Onboard Lubrication Requirements Coast Guard Drawing 175 WLM 551-001, Rev J, Compressed Air System Diagram Coast Guard Drawing 175 WLM 556-001, Rev L, Hydraulic System Diagram Coast Guard Drawing 175 WLM 556-004, Rev D, Fwd Hydraulic System A/D Hull Block 920 Coast Guard Drawing 175 WLM 573-001, Rev U, Buoy Deck Arrangement Coast Guard Drawing 175 WLM 573-050, Rev A, Hydraulic Piping Installation for Chain Stopper Coast Guard Drawing 175 WLM 573-051, Rev B, Chain Stopper Structural Mods for Hydraulic Roller

Assembly Coast Guard Drawing 175 WLM 581-001, Rev F, Anchor Handling System Coast Guard Drawing 175 WLM 593-001, Rev G, Sewage & Waste Water System Diagram Coast Guard Drawing 175 WLM 593-009, Rev E, Independent Tanks, Sewage Holding Tank Coast Guard Drawing 175-WLM-601-001, Rev R, General Arrangement Inboard and Outboard Profiles Coast Guard Drawing 175-WLM 601-003, Rev M, Booklet of General Plans Coast Guard Drawing 175 WLM 633-001, Rev D, Cathodic Protection Coast Guard Drawing 175-WLM-634-001, Rev G, Deck Covering Schedule Coast Guard Drawing 175 WLM 920-001, Rev K, Hull Block 920 Panels Coast Guard Drawing 175 WLM 920-002, Rev L, Hull Block 920 Modules Coast Guard Drawing 175 WLM 920-003, Rev G, Hull Block 920 Block Assembly Coast Guard Fleet Drawing FL-2605-29, Rev L, Chain Stopper System Rising Sheave Assembly Coast Guard Fleet Drawing FL 2605-031, Rev D, Mechanical Chain Stopper, 1-7/8” Buoy Chain Coast Guard Fleet Drawing FL 2605-034, Rev C, Mechanical Chain Stopper Repair Kit: 1-7/8”, 1-5/8” &

1-1/4” Coast Guard Fleet Drawing FL 7101-573, Rev L, Buoy Chain Winch Assy Model CW1

OAST GUARD PUBLICATIONS

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

Manual Coast Guard Technical Publication (TP) 3498, Section A, Jul 2015, Buoy Chain Winch Coast Guard Technical Publication (TP) 3616A, Manufacturer's Instruction Book – SWBS Group(s) 310 Coast Guard Technical Publication (TP) 3616B, Manufacturer's Instruction Book – SWBS Group(s) 310 Coast Guard Technical Publication (TP) 3619, 13-AUG-98, Manufacturers Instruction Book-SWBS

Group(s) 324 Coast Guard Technical Publication (TP) 3630, SWBS 573, Section A (573A), Jun 2015, Manufacturer's

Instruction Book-SWBS Group 573, Buoy Crane vi (Rev-1)

Coast Guard Technical Publication (TP) 3631, Mar 2007, Manufacturer’s Instruction Book-SWBS Group(s) 573-581, Section B, Cross Deck Winch – Appleton Marine Model BMD-463

Coast Guard Technical Publication (TP) 3631, Section 581-A, Sep 2013, Manufacturer's Instruction Book-SWBS Groups 573-581, Anchor Windlass

Coast Guard Technical Publication (TP) 3632, March 2014, Chapter 583, Section C, Technical Manual for Slewing Arm Davit Model D6000CT

Coast Guard Technical Publication (TP) 3632, Section 582-A, March 2014, Manufacturer's Instruction Book-SWBS Groups 582-583, Aft Capstan

Coast Guard Technical Publication (TP) 3653, Jul 2013; SWBS 245, Section A; Z-DRIVE - MODEL 1350-H

Coast Guard Technical Publication (TP) 3939, SWBS 573-A, Apr 2007, Rising Sheave Chain Stopper Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General

Requirements Surface Forces Logistics Center Standard Specification 0450 (SFLC Std Spec 0450), 2014, Electrical

Power for Contractor’s Tools & Equipment Surface Forces Logistics Center Standard Specification 0450 (SFLC Std Spec 0450), 2014, Electrical

Power for Contractor's Tools & Equipment Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and

Allied Processes Surface Forces Logistics Center Standard Specification 3020 (SFLC Std Spec 3020), 2014, Overhaul AC

Electrical Motors Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2014, Shipboard

Electrical Cable Removal, Relocation, Splice, Repair, And Installation Surface Forces Logistics Center Standard Specification 3100 (SFLC Std Spec 3100), 2014, Inspect, Test and Recondition AC Synchronous Machines In-Place Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2014 Auxiliary

Machine Systems Surface Forces Logistics Center Standard Specification 5100 (SFLC Std Spec 5100), 2014, Clean

Shipboard Ventilation Systems Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2014, Install Interior

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

Services Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2014, Temporary

Hull Accesses

OTHER REFERENCES

American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2002, Disinfection of Water-Storage Facilities American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2011, Disinfection of Water-Storage Facilities American National Standards Institute/NSF International (ANSI/NSF) 61, 2008, Drinking Water System

Components - Health Effects vii (Rev-1)

American National Standards Institute/NSF International (ANSI/NSF) 61, 2015, Drinking Water System Components - Health Effects

American Society for Testing and Materials (ASTM) International F1508, 2010, Standard Specification for Angle Style, Pressure Relief Valves for Steam, Gas, and Liquid Services

American Society of Mechanical Engineers (ASME) B16.34, 2013, Valves-Flanged, Threaded, and Welding End

ASTM International (ASTM) A53, 2005, Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated Welded and Seamless

ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) D1330, 2010, Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) D5363, 2008, Standard Specification for Anaerobic Single Component

Adhesives (AN) ASTM International (ASTM) F683, 2010, Standard Practice for Selection and Application of Thermal

Insulation for Piping and Machinery ASTM International (ASTM) F992, 2006, Standard Specification for Valve Label Plates Coast Guard Technical Publication (TP) 3626, Jun 2013, SWBS 521-A, Fire Pump Code of Federal Regulations (CFR) Title 29, Part 1915, Jul 2013, Occupational Safety and Health

Standards for Shipyard Employment Code of Federal Regulations (CFR) Title 29, Part 1915, Section 15, 2007, Shipyard Employment Commercial Item Description (CID) A-A-59323, Rev A, Cloths, Cleaning, Low-Lint Commercial Item Description (CID) A-A-59588, 2005, Rubber Silicone Commercial Item Description (CID) A-A-59588, 2013, Rubber Silicone DOD-STD-2187, Aug 1987, Chemical Cleaning of Salt Water Piping Systems DOD-STD-2188, Apr 1987, Babbitting of Bearing Shells Federal Specification (Fed Spec) HH-P-151, Mar 1991, 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 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, 2011 Edition, Butterfly Valves Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-72, 2010 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 Manufacturers Standardization Society of the Valve and Fittings Industry (MSS), SP-58, 2009, Pipe

Hangers and Supports – Materials, Design, Manufacture, Selection, Application and Installation MIL-D-16791, Jan 1993, Detergents, General Purpose (Liquid, Nonionic) MIL-DTL-1222, Dec 2000, Studs, Bolts, Screws and Nuts for Applications Where a High Degree of

Reliability Is Required MIL-F-24402, May 1995, Filters (Hydraulic), Filter Elements (High Efficiency), and Filter Differential

Pressure Indicators, General Specification MIL-PRF-24176 , Oct 2004, Cement, Epoxy, Metal Repair And Hull Smoothing (Metric) MIL-PRF-24613, Dec 1990, Deck Covering Materials, Interior, Cosmetic Polymeric viii (Rev-1)

MIL-PRF-24613, Dec 1990, Deck Covering Materials, Interior, Cosmetic Polymeric MIL-S-45180, 1998; Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant MIL-STD-419, Jul 1987, Cleaning and Protecting Piping, Tubing and Fittings for Hydraulic Power

Transmission Equipment National Electrical Manufacturers Association (NEMA) Stds, Pub. No. AB4, 2003, Guidelines for

Inspection and Preventive Maintenance of Molded Case Circuit Breakers Used in Commercial and Industrial Applications

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) C6183, 2013, Cork and Rubber Composition Sheet; For Aromatic Fuel and Oil Resistant Gaskets

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 10/NACE No.2, 2007, Near-White Blast Cleaning

Underwriters Laboratories Inc. (UL) 489, May 2002, Molded Case Circuit Breaker ix (Rev-1)

CONSOLIDATED LIST OF GOVERNMENT-FURNISHED PROPERTY

The following is a list of property, which the Government will furnish. This list supersedes any other material obligations indicated or implied by referenced drawings.

WORK

ITEM

MTI ITEM

DESCRIPTION

NSN/PN QTY ESTIMATED

COST

($/UNIT)

3 N Prop Shaft Seal NSN: 5330-01-F15-4227 2 ea. 25493.00 3 N **Seal Ring, MN

Bronze NSN: 5330-01-F15-4225 2 ea. 2206.00

3 N Clutch Overhaul Kit (New Clutch)

NSN: 2520-01-645-8279 2 ea. 7959.62

3 N **O-Ring NSN: 5331-21-912-4287 2 ea. 7007.00 3 N **Lantern Ring NSN: 4320-XF-C34-1974 2 ea. 1017.00 4 N **Z-Drive Steering

Cooler NSN: 4420-01-505-9267 2 ea. 7725.00

4 N Heat Exchanger, Gasket

NSN: 5330-01-449-2451 2 ea. 22.53

4 N Heat Exchanger, Gasket

NSN: 5330-01-449-2479 2 ea. 18.66

15 N Repair Kit Assembly NSN: 2040-01-496-9418 2 ea. 1968.67 15 N Rod Seal Repair Kit

(FL-2605-29 PC#37)

NSN: 2040-01-496-9422 2 ea. 3030.07

15 N Repair Kit, Cable Chain (Includes

Pads) (FL-2605-29

PC#36)

NSN: 3020-01-538-0684 16 ea. 257.99

15 N Cylinder Assembly Actuating, Linear

NSN: 3040-01-496-9424 2 ea. 1969.24

16 N Roller bearing Unit NSN:3130-01-504-4363 2 ea. 4012.00 16 N Grease seal NSN: 5330-01-462-5544 4 ea. 79.25 16 N Level wind pivot bushing NSN: 3120-01-621-2293 1 ea. 1139.00

16 N Level wind thrust bearing

NSN: 3120-01-621-2300 2 ea. 483.30

16 N Rexroth DCV NSN: 4810-01-507-0037 1 ea. 208.29 16 N Rexroth Sandwich

Flow Control NSN: 4810-01-505-9289 1 ea. 250.00

16 N Sun Sandwich Relief Valves

NSN: 4820-01-439-2451 2 ea. 900.00

16 N Rexroth Tandem Center Proportional Directional Valve

NSN: 4810-01-506-3841 1 ea. 300.00

16 Y Level Wind Hydraulic Cylinder

NSN: 3040-01-441-3721 1 ea. 7423.00

16 N 3:1 Pilot Ratio, NSN: 4820-01-563-5841 1 ea 98.70 x (Rev-1)

Vented Counterbalance Valve Assembly

16 N Fully Adjustable Needle Valve

NSN: 4820-01-416-0579 1 ea 48.75

16 N Wire Rope Assembly NSN: 4010-01-646-6972 1 ea. 500.00 16 Y **Hydraulic Motor NSN: 4320-01-445-2248 1 ea 23998.00 16 N **Pump, Hydraulic

Ram, Hand Driven NSN: 4320-01-286-4065 1 ea. 419.77

16 N **Cylinder Pin NSN: 5315-01-515-9847 1 ea 500.00 16 N **Cylinder Pin NSN: 5315-01-515-9912 1 ea 520.00 17 N Hardware Kit NSN: 5430-01-494-2479 2 ea. 618.54 17 N Hardware Kit, Mechanical NSN: 2030-01-485-7215 2 ea. 784.35

18 N Anchor Windlass Overhaul kit

NSN: 5430-01-546-4684 1 ea. 12474.00

18 N Ball Valve NSN: 4820-01-013-3430 1 ea. 87.36 18 N Valve, Counterbalance

NSN: 4820-01-F16-4571

PN: Sun Hydraulics Corp

CBEH-LKN-BCL

1 ea. 354.00

18 N ** Motor, Hydraulic NSN: 4320-01-419-3520 1 ea. 1811.00 18 N ** Valve, Linear, Directional Control NSN: 4810-01-511-3173 1 ea. 983.14

20 N Swing Brake Seal Kit NSN: 2030-01-351-2820 2 ea 138.80 20 N Swing Brake Disc &

Bearing Kit NSN: 2030-01-349-9486 2 ea 937.70

20 N Wire Rope Assembly, Single

Leg

NSN: 4010-01-602-8365 1 ea. 234.00

20 Y **Winch Assembly NSN: 2030-01-505-1581 1 ea. 17454.50 21 N Wire Rope, Crane

Aux Fall NSN: 3950-01-617-1692 1 ea 629.00

21 N Wire Rope, Crane Main Fall

NSN: 3950-01-617-1700 1 ea 1425.00

21 N Luff Cylinder Seal kit

NSN: 5330-01-433-6307 1 ea 380.00

21 N Holding Valve NSN: 4810-01-353-0586 2 ea 84.88 21 N Shuttle Valve NSN: 4820-01-317-2748 2 ea 18.97 21 N Needle Valve NSN: 4820-01-329-0051 1 ea 36.17 21 Y Luff Cylinder

Control Valve NSN: 4820-01-602-7668 1 ea 5259.00

21 N Bushing, Heel NSN: 5365-01-F12-2920 4 ea 81.00 21 N Snap ring NSN: 5325-00-005-5768 4 ea 274.99 21 N Hydraulic swivel seal kit NSN: 4730-01-566-2864 1 ea 1125.00

21 N **Pin, Heel NSN: 5315-01-500-6931 2 ea 1006.60 21 N **Hand pump w/

Stainless Steel Option, P18

NSN: 4320-01-517-1444 1 ea 473.00

21 N **Plate, Backing, NSN: 3040-00-119-9848 1 ea 1575.00 xi (Rev-1)

Brake (Item 231) 21 N **Plate, Brake (Item

232) NSN: 3040-01-068-7647 1 ea. 377.00

21 N **Disk, Clutch, Nonvehicular (Item

233)

NSN: 3010-00-119-0459 1 ea. 197.00

21 N **Plate, Backing, Brake (Item 234)

NSN: 3040-00-119-9848 1 ea 1575.00

21 N **Packing Assortment, Preformed

NSN: 5330-01-191-2622 1 ea. 10.94

21 N **GH30 seal kit NSN: 2590-01-398-5741 1 ea. 165.23 21 N **Disc-Friction, Brake NSN: 3040-01-051-3606 1 ea. 24.42

21 N **Spring, Helical, Comp

NSN: 5360-01-268-0044 12 ea 13.13

21 N **PD12C Seal kit NSN: 2590-01-398-5741 1 ea 60.73 21 N **Disc, Steel NSN: 2530-01-066-9585 1 ea 21 N **Brake valve O-ring kit (Packing Assortment, Preformed)

NSN: 5330-01-191-2622 1 ea. 10.94

21 Y **Master brake rebuild kit

NSN: 5330-01-F16-4572

PN: 98-015-3001 (Eskridge

Inc)

3 ea 1758.00

21 Y **Hydraulic Control Valve Assembly

(winch)

NSN: 4810-01-566-2663 1 ea. 9222.00

21 N **Hydraulic Control Valve Assembly

(Swing/Luff)

NSN: 4820-01-602-7668 1 ea. 5259.00

21 Y **Aux Hoist Hook (Overhaul Ball)

NSN: 4030-01-572-3945 1 ea 629.31

21 N Block, Tackle NSN: 3940-01-566-2929 1 ea 1425.45 21 N **Relief Valve

Cartridge

NSN: 4820-01-481-7116

PN: RPIC-LAN (Sun Hydraulics Inc)

1 ea 425.00

21 N **Control Stand Selector Valve

Assembly

NSN: 4730-01-507-3516 1 ea 1145.21

21 N **Bushing, Luff Cylinder

NSN: 3120-01-363-7629 4 ea 105.91

21 N **Pin, Luff Cylinder NSN: 5315-01-F12-2922

PN: MMD-2232

2 ea 1576.00

34 Y Hydraulic Brake Assembly

NSN: 2530-01-550-7474 4 ea. 399.00

34 N Winch Gear Box Assembly

NSN: 3010-01-F16-4570

PN: SK9052AZ-SAEB-

31.4-H1 (Nord Gear Corp) or YMD-7914 (Appleton

4 ea. 1000.00 xii (Rev-1)

Marine Inc) 34 Y Hydraulic Motor NSN: 4320-01-470-8467 4 ea. 900.00 34 N Wire Rope NSN: 4010-01-620-9604 4 ea. 577.95 34 N Counter Balance

Valve NSN: 4820-01-324-4269 8 ea. 107.50

34 N Shuttle Valve NSN: 4820-01-317-2748 8 ea. 34.78 34 N Needle Valve NSN: 4820-01-329-0051 4 ea. 38.00 34 Y **Directional

Control Valve NSN: 4810-01-543-3252 4 ea. 3465.17

34 N Electrical Connector, Hirshmann

NSN: 5935-01-640-6747 4 ea. 32.00

41 N QAWT Door 1-15-1 Right Hand Outward

Opening, Steel, 26x66 inches, IAW

NAVSEA DWG

805-1400050

MMC P/N 0216701-10 1 ea. 7300.00

41 N QAWT Door 1-15-2 Left Hand Outward

Opening, Steel, 26x66 inches, IAW

NAVSEA DWG

805-1400050

MMC P/N 0216701-11 1 ea 7300.00

41 N QAWT Door 1-52-2 Right Hand Outward

Opening, ,Steel, 30x66 inches with fixed light, IAW

NAVSEA DWG

805-1400050 except for door width

MMC P/N 0216701-18 1 ea 7300.00

*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 xiii (Rev-1)

CONSOLIDATED LIST OF CRITICAL INSPECTION ITEMS

The following is a list of work items, which contain Critical Inspection reports, which the Contractor must complete within the first 25% of the availability contract period (see SFLC Std Spec 0000, paragraph 3.2.6.5 (Inspection report particulars)):

Work Item Title

15 Hydraulic Chain Stoppers, Inspect And Service

16 Hydraulic Inhaul Winch, Inspect and Service

17 Mechanical Chain Stoppers, Inspect and Service

18 Anchor Windlass, Inspect And Service

19 Warping Capstan (Aft), Inspect and Service

20 Single Point Davit, Inspect and Service

21 Buoy Crane, Inspect And Service

34 Hydraulic Crossdeck Winches, Inspect and Service

37 1-79-0-L & 1-79-1-Q Deck Covering, Renew

38 01-58-2-L Deck Covering, Renew xiv (Rev-1)

PRINCIPAL CHARACTERISTICS - TENDER

175' WLM, BUOY TENDER

PHYSICAL

Length overall 174' 8" Length between perpendiculars 155' 1" Depth 14' 8" Maximum beam 36' 0" Designed draft 8' 0" Mast height (above 8' waterline) 58' 8" Frame spacing 20" Full load displacement 855.15 Long Tons SW Light load displacement 719.78 Long Tons SW Minimum op condition displ 852.19 Long Tons SW

HULL

Hull material Steel

MACHINERY

Main propulsion Two Caterpillar 3508 DITA V-8 diesel; 999 BHP ea @ 1500 RPM

Two Ulstein 360 degree steerable Z-Drives, 403 SRPM @ 1600 ERPM Reduction gears Two Z-Drive units, Cardan shafting; 3.973:1 gear ratio Shaft seal John Crane Type ND Shaft bearings Five pedestal mounted, Cooper split roller bearings Number of propellers 2 Number of blades 4 Diameter 57.1" Rudders None; Z-drive Ship's service generators Three Caterpillar Model 3406 DITA Turbocharged; 285KW, 450V, 60 Hz, 1800

RPM

Emergency diesel generator One Caterpillar Model 3406 DIT 210 KW, 24V, 60 Hz, 1800 RPM

TANK CAPACITIES

Diesel oil capacity (100%) 16,385 gal Fresh water capacity (100%) 7,339 gal Lubricating oil (100%) 86 gal

1 (Rev-1)

00000_1115_FLT

REC_00000_FLT_Commercial Project @ CG Facility (1212)

General Requirements

1. SCOPE

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

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

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Coatings and Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General

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

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

OTHER REFERENCES

None

3. REQUIREMENTS

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

NOTE

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

2 (Rev-1)

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

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

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

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

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

3.3.2 Coating colors and system color schemes. Ensure that all colors and color coat/paint schemes are in accordance with COMDTINST M10360.3, Chapter 6 (Cutter and Boat Colors Exterior and Interior).

NOTE

Unless a waiver has been granted (in writing) by the KO, deviations from authorized coatings (listed in Appendix C of SFLC Std Spec 6310) and colors and color schemes (provided in Chapter 6 of COMDTINST M10360.3) are strictly prohibited.

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

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

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

3.5.1.1 USCG Generator status. The activity Generator Status for the Coast Guard Facility is “Large Quantity” Generator.

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

• Spill Prevention Control and Countermeasures (SPCC) Plan: Unit has a SPCC Plan which requires certain unit-specific procedures be followed for the storage, inspection, and transfer of petroleum products in containers 55 gallons or greater.

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

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

3 (Rev-1)

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

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

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

ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40 CFR requirements and individual position requirements; coordinate removal of waste containers; and maintain the Environmental Records binder and required documentation, including environmental permits compliance and close-out.

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

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

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

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

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

3.6 Local Policy. None.

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

4 (Rev-1)

3.7.1 SFLC Standard Specification 6310, Requirements for Preservation of Ship Structures.

3.7.1.1 SFLC Std Spec 6310, page C-2, Section C1.5.1. Change from "lead-containing paint as 0.06%" to "lead-containing paint as 0.009%".

3.7.1.2 SFLC Std Spec 6310, page 4, Section 2 References, Group- Other References. Add “The Society for Protective Coatings (SSPC) Paint Application Guide No. 11, 2008, Protecting Edges, Crevices, and Irregular Steel Surfaces by Stripe Coating”

3.7.1.3 SFLC Std Spec 6310, page Appendix C-6, add "Hempel Hempadur Multi-Strength GF 35870" with FED- STD-595 color "Black/Red" under ANTI-ABRASION COATING, ICE BREAKING CAPABLE VESSELS, <235’.

3.7.1.4 Standard Spec 6310, page Appendix A-7, Under "UNDERWATER (U/W) BODY/BOOT-TOP", Add line Column 1: Option for U/W Body and Boot-Top, Steel Hulls, <154', in Salt Water. Column 2: Blank. Column 3:

SSPC-SP 10/NACE NO. 2 using grit conforming to MIL-A-22262 / (1.5-3.5) - or - SSPC-SP WJ-2(M)/NACE WJ-2(M). Columns 4 and 5: Same as "U/W Body and Boot-Top, Aluminum Hull, High Speed (>30 knots)".

3.7.2 SFLC Standard Specification 0000 General Requirements.

3.7.2.1 SFLC Std Spec 0000, paragraph 1.3 ‘Acronyms and term definitions’, page 5, “PCL (Paint Containing Lead)” definition replaced by, “Any paint or coating containing lead in excess of 0.009 percent by weight (1.0 mg/cm2 or 90 ppm). Lead Based Paint (LBP) is an interchangeable term with PCL.”

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.

5 (Rev-1)

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

VESSEL NAME HULL # WORK

ITEM # WORK ITEM TITLE

LOCATION OF WORK (INCL. FRAME #’S) AREA (SQFT)

CHECKPOINT 1 – COATING SYSTEM COMPLIANCE

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

CHECKPOINT 2 - PAINT STORAGE

Ensure all coatings are kept at a temperature of 65 to 85°F at all times, unless otherwise specified by the coating mfgr.

CHECKPOINT 3 - AMBIENT CONDITIONS

Ensure surface and surrounding temperatures are each between 50 and 90°F for water-containing coatings, and 35 and 95°F for other coatings, unless otherwise specified by the coating manufacturer(s).

Ensure maximum relative humidity (RH) is as follows, from surface preparations through final curing of topcoat: 50% for tanks, voids, and vent plenum; and 85% for all other areas, unless otherwise specified by manufacturer(s).

Ensure surface temperature is at least 5°F above the dew point, unless otherwise specified by the coating mfgr.

CHECKPOINT 4 - PRE-SURFACE PREPARATION

Remove surface contaminants (soluble salts, loose rust, mud, and marine growth) with low pressure fresh water wash down (maximum 5,000 psi).

If oil and grease are present, perform solvent cleaning, as per SSPC SP-1.

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

CHECKPOINT 5 - SURFACE PREPARATION

Verify environmental conditions (see CHECKPOINT 3).

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

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

Measure soluble salt conductivity in accordance with SSPC-Guide 15. Conduct 5 measurements per each 1000-sqft area (max. threshold: 70 microsiemens/cm for non-submerged surfaces, 30 microsiemens/cm for submerged surfaces).

CHECKPOINT 6 - PRIMER COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Verify proper mixing and stand-in (induction) times.

Ensure no paint is applied when the temperature is expected to drop to freezing before the paint has dried.

Ensure surfaces are completely dry, unless otherwise allowed by the coating manufacturer(s).

Verify wet film thickness (WFT) at random, to prevent under or over application. Verify final DFT.

Brush out all runs, sags, drips, and puddles.

Perform visual inspection for holidays and other defects.

CHECKPOINT 7 – STRIPE COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

After primer coat (mist coat after inorganic zinc), brush-apply un-thinned coat of same primer paint over edges, weld seams, cut-outs, and areas of complex geometries @ 3-4 mils wet film thickness (WFT).

CHECKPOINT 8 – TOP COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

Verify proper mixing and stand-in (induction) times, as applicable.

Verify wet film thickness at random, to prevent under or over application.

Brush out all runs, sags, drips, and puddles.

CHECKPOINT 9 – FINAL INSPECTION

Verify final system dry film thickness. Conduct 5 sets of 3 readings for each of the first 3 100-sqft areas, followed by 5 sets of 3 readings for each succeeding 1000-sqft area.

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

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

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

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

CHECKPOINT 10 – RECORD KEEPING

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

6 (Rev-1)

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

7 (Rev-1)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

Use one sheet for each activity. Record conditions every four hours from before surface preparation to application of final coating system coat.

DATE &

TIME

ACTIVITY

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

LOCATION

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

TEMPERATURE

% REL.

HUMID-ITY

DEW PT. SURFACE AMBIENT

ΔT

| DP - Surface

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

TIME

8 (Rev-1)

QA-3a - QUALITY ASSURANCE INSPECTION FORM

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

LOCATION OF WORK (FRAME REFERENCES) AREA (SQFT)

SURFACE PREPARATION METHOD

PROFILE ACHIEVED (mils)

Min Max Mean SSPC-SP-10/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

SSPC-SP-3

SSPC-SP-11

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

Abrasive Manufacturer and Sieve Size: _________________________________

PLACE SURFACE PROFILE REPLICA TAPES IN THE SPACES PROVIDED BELOW, TO SERVE AS

PERMANENT QA RECORD. MAINTAIN A SEPARATE LOG FOR EACH LOCATION. WHEN AN AREA IS

DIVIDED INTO SEPARATE SECTIONS, MAINTAIN A SEPARATE LOG FOR EACH SECTION.

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

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

9 (Rev-1)

10 (Rev-1)

QA-3b - QUALITY ASSURANCE INSPECTION FORM

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

SURFACE PREPARATION METHOD

PROFILE ACHIEVED (mils)

Min Max Mean SSPC-SP-10/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

SSPC-SP-3

SSPC-SP-11

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

Abrasive Manufacturer and Sieve Size: _________________________________

RECORD MEASUREMENTS TAKEN IN THE SPACES PROVIDED BELOW, TO SERVE AS PERMANENT QA

RECORD. MAINTAIN SEPARATE LOG FOR EACH LOCATION. WHEN AN AREA IS DIVIDED INTO

SEPARATE SECTIONS, MAINTAIN A SEPARATE LOG FOR EACH SECTION.

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

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

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

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

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

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

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

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

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

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

_____ mils _____ mils _____ mils _____ mils _____ mils

11 (Rev-1)

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15

DATE TEST LOCATIONS CONDUCTIVITY

(MICROSIEMENS/CM)

12 (Rev-1)

13 (Rev-1)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

COATING MFG PRODUCT NAME BATCH # INDUCTION

COATING SYSTEM

SEQUENCE

(PRIMER/TOUCHUP/3RD

COAT, ETC.)

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

SPOT 1 2 3 4 5 AVERAGE

VALUE

*BASE METAL READING

(BMR)

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

Location (Frame Reference): ___________________

SPOT 1 2 3 4 5

Overall Avg. DFT

ADJUSTMENTS

1 Avg. BMR Deviation 3 Before Adjustments After Adjustments

Avg.

Location (Frame Reference): ___________________

SPOT 1 2 3 4 5

Overall Avg. DFT

ADJUSTMENTS

1 Avg. BMR Deviation 3 Before Adjustments After Adjustments

Avg.

Location (Frame Reference): ___________________

SPOT 1 2 3 4 5

Overall Avg. DFT

ADJUSTMENTS

1 Avg. BMR Deviation 3 Before Adjustments After Adjustments

Avg.

APPLICATION METHOD (AIRLESS, CONVENTIONAL

SPRAY, ROLLED)

AVERAGE DFT

14 (Rev-1)

12305_0115_FLT

REC_12311_FLT_175’ WLM (ALL) (0310)

WORK ITEM 1: Tanks (MP Fuel Service), Clean and Inspect

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to clean and inspect the following tank(s):

TABLE 1 - FUEL SERVICE TANKS

TYPE OF TANK LOCATION CAPACITY - 95%

(GALLONS)

LOW SUCTION (GALLONS)

Diesel Service 3-79-1-F 1,475 100 Diesel Service 3-79-2-F 1,475 100 EDG Service 02-77-1-F 245 50

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 175 WLM 541-001, Rev H, Fuel Oil System Diagram Coast Guard Drawing 175 WLM 541-006, Rev C, Independent Tanks, Emergency

Generator Day Tank IIP:7-1 Coast Guard Drawing 175-WLM 601-003, Rev M, Booklet of General Plans

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and Allied Processes

OTHER REFERENCES

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS)

C6183, 2013, Cork and Rubber Composition Sheet; For Aromatic Fuel and Oil Resistant Gaskets

MIL-DTL-1222, Dec 2000, Studs, Bolts, Screws and Nuts for Applications Where a High Degree of Reliability Is Required

15 (Rev-1)

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Tech Rep.

Not applicable.

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

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

• Fuel

• Piping

• Tank access cover

3.1.4.1 The Contractor shall remove up to a total of 15,000 gallons of diesel fuel. Document a complete chain of custody record of the removed tank contents from the vessel to the point of final destination or delivery. Submit document to the COR upon completion of work.

3.1.4.2 Dispose of removed fluids in accordance with all applicable Federal, state, and local regulations (see 4.2 (Tank content restoration)).

NOTE

Vessel may come in with less tank fluid contents than specified above.

Coast Guard personnel will operate all shipboard machinery and equipment.

3.2 Operational test - specific.

3.2.1 Operational test - initial. Prior to commencement of work, the Contractor shall witness Coast Guard Personnel perform an initial operational test of the TLI’s for tanks listed in paragraph 1.1 (Intent), to demonstrate existing operational condition. Submit a CFR.

3.3 Plug Log. The Contractor shall keep a written record of all plugs put in any tanks vents. A separate list shall be kept for each tank being entered.

16 (Rev-1)

3.3.1 The Contractor shall ensure that all plugs are removed from each tank upon completion of work in the tank.

3.3.2 The Contractor shall ensure the plug log is available to the Coast Guard inspector when the inspector is performing his close-out inspection on each tank.

NOTE

Initial and post repair operational tests apply only to tanks that possess TLIs.

3.4 Cleaning requirements. The Contractor shall remove tank cover(s) and clean tank interior surfaces free of all foreign materials, such as residual fuel or water, sediment, sludge, rust, or biological growth, taking care not to damage the coating system (if applicable). Remove cleaning media and residues continuously during the washing process. Remove any residual wash media;

and wipe up residual moisture with clean lint-free cloths. The Contractor shall refer to Coast Guard Drawings 175 WLM 541-001, 175 WLM 541-006 and 175 WLM 601-003 for guidance.

3.5 Tank content and waste disposal. The Contractor shall dispose of residual tank contents and any cleaning fluids in compliance with all applicable Federal, state, and local laws, ordinances and regulations. Document a complete chain of custody record of the removed tank contents and generated wastes, from the vessel to the point of final destination or delivery. Submit document to the COR upon completion of work.

3.6 Inspection. The Contractor shall accomplish the following tasks:

3.6.1 Visually inspect all tank interior surfaces, including, but not limited to bulkheads, floor and overhead plating, structural members, manhole cover surfaces, fasteners and gasket seating surfaces. Submit a CFR including the following, as applicable:

• Tank structural condition.

• Inaccessible areas.

• Condition of tank coating, including measurements taken, percentage, location, and type of coating failure (if tank interior surfaces are coated).

• Tank level indicator (TLI) and/or float switch condition, as applicable.

• Sounding/vent tube and striker plate condition.

• Suction and discharge piping condition.

• Fastener material and condition (correct fastener material is stainless steel).

3.6.2 Measure up to 10 “pits” within each tank as designated by the Coast Guard Inspector using a Contractor…

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