Attachment 1- Specifications MUNRO (WMSL 755).pdf
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- Solicitation number
- 70Z08521RP4506100
About this file
This solicitation requests proposals for dockside repairs aboard the USCGC MUNRO (WMSL 755). The scope of work includes ship repair and associated support specified in Attachment 1. Proposals are due by January 4, 2021 with award anticipated by February 1, 2021. Work must be completed within 84 days starting April 2, 2021.
The solicitation is set aside for total small businesses with a NAICS code of 336611 and size standard of 1250 employees. Pricing will be on a firm fixed-price basis for a single award contract. Offerors must be registered in SAM. Proposals must include completed Attachments 2 and 3, small business self-certification, amendments, representations and certifications, price and technical proposals, and past performance information. Drawings are available upon request with a completed non-disclosure agreement. The Department of Homeland Security Coast Guard seeks dockside repairs, specified in Attachments 1 and 2, for the USCGC MUNRO.
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USCGC MUNRO (WMSL 755)
SPECIFICATION FOR DOCKSIDE REPAIRS
FY2021
Developed By: Erick B Keerins
(Rev-0, 13 October 2020)
USCGC MUNRO (WMSL-418) DOCKSIDE AVAILABILITY FY2021
ii (Rev-0)
TABLE OF CONTENTS
Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property .................................................................................. x Consolidated List of Critical Inspection Items ............................................................................................. xi Principal Characteristics ............................................................................................................................. xii General Requirements WORK ITEM 1: Tanks (Aviation Fuel Stowage and Overflow), Clean and Inspect WORK ITEM 2: Tanks (MP Fuel Stowage and Overflow), Clean and Inspect WORK ITEM 3: Tanks (Potable Water), Clean and Inspect WORK ITEM 4: Fire Extinguishing System (Galley Grease), Inspect And Test WORK ITEM 5: Gas Turbine Module Fixed CO2 Fire Extinguishing System, Inspect And Test WORK ITEM 6: Heptafluoropropane (HFP) Fire Extinguishing System, Inspect and Test WORK ITEM 7: Water Mist Fire Extinguishing System, Inspection WORK ITEM 8: Carbon Dioxide Fire Protection System Flexible Hoses, Renew WORK ITEM 9: Anchor Windlass Flexible Hoses, Renew WORK ITEM 10: Forward and Aft Capstans, Level 1 Inspect and Test WORK ITEM 11: Carriage And Centerline Winch, Inspect and Test WORK ITEM 12: Water Mist System Flexible Hoses, Renew WORK ITEM 13: Helo Hangar Door, Inspect and Test WORK ITEM 14: Talon Grid, Inspect and Test WORK ITEM 15: Tanks (Aviation Fuel, Storage), Preserve “Partial”– Optional WORK ITEM 16: Tanks (Potable Water), Preserve “Partial” – Optional WORK ITEM 17: Deck Covering (Barenaked LT Plank WRT), Replace WORK ITEM 18: Tenting, Provide WORK ITEM 19: Deck Covering (Slip-Resistant), Renew WORK ITEM 20: Decks, Preserve (Full) WORK ITEM 21: Flanges and Padeyes (AMMR Route), Install WORK ITEM 22: Tank Sounding Tube, Replace WORK ITEM 23: HVAC System (Cleaning Gear Locker & Protective Clothing Storeroom), Modify .. 126 WORK ITEM 24: Potable Water Shore Tie, Modify WORK ITEM 25: Sewage Shore Tie, Modify 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.
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 418A-WMSL 100-002, Rev N-A, General Arrangements Coast Guard Drawing 418A-WMSL 100-006, Rev -, Inboard and Outboard Profiles Coast Guard Drawing 418A-WMSL-101-001, Rev -, Compartment & Access Drawing Coast Guard Drawing 418A-WMSL-506-001, Rev -, Overflow / Air Escapes Sounding Tubes Diagram Coast Guard Drawing 418A-WMSL-512-001, Rev A, HVAC System Diagram Coast Guard Drawing 418A-WMSL-528-001, Rev -, Plumbing and Interior Deck Drain Diagram Coast Guard Drawing 418A-WMSL-593-002, Rev -, Sewage System Diagram Coast Guard Drawing 750-WMSL 085-025, Rev -, Compartment Areas & Volumes NSC 3 & Follow
(AS3085012)
Coast Guard Drawing 750-WMSL 100-072, Rev -, Topside Configuration for NSC 5 & Follow
(AS5100004)
Coast Guard Drawing 750-WMSL 801-011, Rev -, Booklet of General Plans (NSC 6 Only)
(ASC801001F)
Coast Guard Drawing 750-WMSL-085-039, Rev -, Tank Sounding & Moment of Inertia Tables (WMSL
755 Only), (ASC085014F) Coast Guard Drawing 750-WMSL-085-041, Rev -, Tank Capacity Curves (WMSL 755 Only)
(ASC085013F)
Coast Guard Drawing 750-WMSL-085-041, Rev -, Tank Capacity Curves (WMSL 755 Only)
(ASC085013F)
Coast Guard Drawing 750-WMSL-100-017, Rev K, Unit 1310 Structure – Innerbottom to 1st Platform –
Fr 22 to Fr 35 (ASC100131) Coast Guard Drawing 750-WMSL-100-021, Rev E, Unit 2100 Struct – Inner Bottom – Fr 35 to Fr 44
(ASC100210)
Coast Guard Drawing 750-WMSL-100-023, Rev H, Unit 2120 Structure – 1st Platf to 2nd Deck Fr 35 to
Fr 44 (ASC100212) Coast Guard Drawing 750-WMSL-100-026, Rev G, Unit 2200 Structure – Inner Bottom – Fr 44 to Fr 52
(ASC100220)
Coast Guard Drawing 750-WMSL-100-032, Rev K, Unit 2310 Structure - Inner bottom to 1st Platform -
Fr 52 to Fr 64 (ASC100231) Coast Guard Drawing 750-WMSL-100-033, Rev H, Unit 2320 - 1st Platform to 2nd Deck - Fr 52 to Fr 64
(ASC100232)
v (Rev-0)
Coast Guard Drawing 750-WMSL-100-034, Rev J, Unit 2330 Structure - 2nd Deck to Main Deck - Fr 52 to Fr 64 (ASC100233)
Coast Guard Drawing 750-WMSL-100-036, Rev M, Unit 3110 Structure 1st Platform and Below Frs 65-
77 (ASC100311)
Coast Guard Drawing 750-WMSL-100-037, Rev G, Unit 1320 Structure - 1st Platf to 2nd Dk - Fr 64 to Fr 76 (ASC100312)
Coast Guard Drawing 750-WMSL-100-037, Rev G, Unit 3120 Structure - 1st Platf to 2nd Dk - Fr 64 to Fr 76 (ASC100312)
Coast Guard Drawing 750-WMSL-100-037, Rev G, Unit 3120 Structure – 1st Platf to 2nd Dk- Fr 64 to Fr
76 (ASC100312)
Coast Guard Drawing 750-WMSL-100-037, Rev G, Unit 3120 Structure- 1st Platf to 2nd Dk – Fr 64 To Fr 76 (ASC100312)
Coast Guard Drawing 750-WMSL-100-040, Rev L, Unit 3210 Structure – Inner Bot To 1st Platform – Fr 76 to Fr 88 (ASC 100321)
Coast Guard Drawing 750-WMSL-100-053, Rev J, Unit 4420 Structure - 01 Level and Abv - Fr 52 to Fr
67 (ASC100442)
Coast Guard Drawing 750-WMSL-100-061, Rev A, Inboard & Outboard Profiles (AS3100002) Coast Guard Drawing 750-WMSL-100-083, Rev, General Arrangements NSC 5 & FOLLOW
(AS5100001)
Coast Guard Drawing 750-WMSL-100-533, Rev -, Lifting Pad eyes AFT Main Machinery Room 5-52-
01-E & Uptake Stack Region Coast Guard Drawing 750-WMSL-136-500, Rev C, Centerline Talon Grid & Dock Socket Installation
(Talon Grid Mounting Details) Coast Guard Drawing 750-WMSL-167-001, Rev J, Manhole List Installation and Fabrication Details Ship
Wide (ASC167001) Coast Guard Drawing 750-WMSL-169-001, Rev E, HELO Hangar Door Installation (ASC169001) Coast Guard Drawing 750-WMSL-259-503, Rev E, Main Engine Combustion Air Intake & Exhaust Arr, Dets & L/M Below 2nd Deck (ASC259009) Coast Guard Drawing 750-WMSL-320-042, Rev D, Electrical One LINE Diagram (NSC 6 SRD)
(AS1320001F)
Coast Guard Drawing 750-WMSL-436-011, Rev E, Fire Detection Sys Deck Plan (ASC436009) Coast Guard Drawing 750-WMSL-436-013, Rev C, Fire Detection Sys Cable Running Sheets
(ASC436010)
Coast Guard Drawing 750-WMSL-436-014, Rev -, Fire Detection and Control System Schematic
(ASC436028)
Coast Guard Drawing 750-WMSL-485-001, Rev L, Sleeves – Pipe Structure Penetration (SP485000) Coast Guard Drawing 750-WMSL-485-001, Rev L, Sleeves-Pipe Structure Penetration (SP485000) Coast Guard Drawing 750-WMSL-501-004, Rev D, Misc Independent Tanks Design and Details and
L/M (ASC501004)
Coast Guard Drawing 750-WMSL-505-006, Rev D, List of Hoses (ASC505006) Coast Guard Drawing 750-WMSL-506-011, Rev D, Overflow / Air Escapes / Sounding Tubes - Unit
1310 (ASC506131-Ae) Coast Guard Drawing 750-WMSL-506-012, Rev B, Ovfl / Air Escapes / Sounding Tubes Unit - 1320
(ASC506132-Ae) vi (Rev-0)
Coast Guard Drawing 750-WMSL-506-013, Rev C, Overflow / Air Escapes / Sounding Tubes - Unit 1330 (ASC506133-Ae)
Coast Guard Drawing 750-WMSL-506-014, Rev B, Air Escapes / Overflow / Sounding Tubes - Unit 1340 (ASC506134-Ae)
Coast Guard Drawing 750-WMSL-506-020, Rev D, Overfl / Air Escapes / Sounding Tubes Unit 2200 (ASC506220-Ae)
Coast Guard Drawing 750-WMSL-506-021, Rev C, Ovfl / Air Escapes / Sounding Tubes Unit 2210 (ASC506221-Ae)
Coast Guard Drawing 750-WMSL-506-022, Rev B, Ovrflw /Air Escapes / Sounding Tubes Unit 2220 (ASC506222-Ae)
Coast Guard Drawing 750-WMSL-506-023, Rev C, Overflow / Air Escapes / Sounding Tubes Unit 2230 (ASC506223-Ae)
Coast Guard Drawing 750-WMSL-506-028, Rev E, Overflow / Airescapes / Sounding Tubes Unit 3120 (ASC506312-Ae)
Coast Guard Drawing 750-WMSL-506-029, Rev D, Overflow / Air Escapes & Sounding Tubes Unit 3130 (ASC506313-Ae)
Coast Guard Drawing 750-WMSL-506-512, Rev -, Ferrous Sounding Tube Replacement A & D Coast Guard Drawing 750-WMSL-508-001, Rev C, Piping And Machinery Insulation Schedule And L/M
(ASC508001)
Coast Guard Drawing 750-WMSL-509-001, Rev A, HVAC Insulation Schedule and L/M (ASC509001) Coast Guard Drawing 750-WMSL-509-001, Rev A, HVAC Insulation Schedule Coast Guard Drawing 750-WMSL-512-004, Rev A, Vent and Air Conditioning Standard Instruction
(ASC512007)
Coast Guard Drawing 750-WMSL-512-019, Rev C, Vent & Air Cond Arr Mn Dk Unit 1240
(ASC512124)
Coast Guard Drawing 750-WMSL-512-035, Rev B, Vent & Air Conditioning Arr 2nd Platf, Unit 3110
(ASC512311)
Coast Guard Drawing 750-WMSL-512-036, Rev C, Vent & Air Cond Arr 1st Platf Unit 3120
(ASC512312)
Coast Guard Drawing 750-WMSL-512-037, Rev F, Vent & Air Cond Arr 2nd Dk Unit 3130
(ASC512313)
Coast Guard Drawing 750-WMSL-512-045, Rev E, Vent & Air Conditioning 01 Level, Unit 4210
(ASC512421)
Coast Guard Drawing 750-WMSL-512-051, Rev B, Vent Arr Stack Unit 4430 (ASC512443) Coast Guard Drawing 750-WMSL-512-528, Rev B, HVAC Modifications to Protective Clothing
Storeroom Coast Guard Drawing 750-WMSL-512-529, Rev B, HVAC Modifications to Cleaning Gear Locker Coast Guard Drawing 750-WMSL-522-001, Rev G, Diagram Machinery Space Water Mist (ASC522001) Coast Guard Drawing 750-WMSL-522-002, Rev -, Machinery Space Water Mist System Description
(ASC522001-02)
Coast Guard Drawing 750-WMSL-530-029, Rev B, Potable Water Unit 4310 (ASC530431-PW) Coast Guard Drawing 750-WMSL-530-505, Rev A, Potable Water Piping Mods for Stbd Shore Tie Conn Coast Guard Drawing 750-WMSL-555-011, Rev C, Machinery Space Watermist System Schematic
(ASC555049)
Coast Guard Drawing 750-WMSL-556-008, Rev D, Anchor Windlass Hydraulic Diagram (ASC556005) vii (Rev-0)
Coast Guard Drawing 750-WMSL-556-019, Rev D, Misc. Hydraulic Piping Unit 1240 (ASC556124-HY) Coast Guard Drawing 750-WMSL-582-001, Rev D, Anchoring, Mooring, and Towing Arrangement
(ASC582001)
Coast Guard Drawing 750-WMSL-582-002, Rev G, Mooring and Towing Arrangement (ASC582002) Coast Guard Drawing 750-WMSL-583-004, Rev H, Stern Launch & Recovery Arrangement & Details
(ASC583004)
Coast Guard Drawing 750-WMSL-588-006, Rev E, Helo Capture/Handling Arrangement & Instl Dets
(ASC588005)
Coast Guard Drawing 750-WMSL-593-506, Rev A, Sewage Shore Tie Mods Coast Guard Drawing 750-WMSL-635-002, Rev K, Insulation Arr & Details Thermal, Acoustic, & Fire
(ASC635002)
Coast Guard Drawing 750-WMSL-801-011, Rev, Booklet of General Plans (NSC 6 ONLY)
(ASC801001F)
COAST GUARD PUBLICATIONS
Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors
Manual Coast Guard Commandant Instruction (COMDTINST) M10360.3 (Series), Coatings and Color Manual Coast Guard Technical Publication (TP) 7001, SWSB 436, May 2007, Fire Detection System Coast Guard Technical Publication (TP) 7018, SWBS 234, May 2007, Main Gas Turbine (MGT) - Model
7LM2500-SB-MLG10 - Installation Instructions Coast Guard Technical Publication (TP) 7097, SWBS 555, Jun 2007, Fire Protection System - Model
FM-200 – Design, Installation, Operation & Service Manual Coast Guard Technical Publication (TP) 7118, SWBS 555, Jun 2007, Carbon Dioxide Fire Protection
System - Series 70 Coast Guard Technical Publication (TP) 7118, SWBS 555, Jun 2007, Carbon Dioxide Fire Protection
System – Series 70 Coast Guard Technical Publication (TP) 7141, SWBS 555, Mar 2020, Ultra Fog High Pressure Sprinkler
Systems Coast Guard Technical Publication (TP) 7181A, SWBS 169, Aug 2013, Helo-Hangar Doors - operation
& Maintenance Manual Coast Guard Technical Publication (TP) 7348A, 29-MAR-11, Small Boat Retrieval System Equipment
Manual Coast Guard Technical Publication (TP) 7427, SWBS 651, Aug 2014, R-102 Restaurant Fire Suppression
System – Design, Installation, Recharge and Maintenance Manual Coast Guard Technical Publication (TP) 7999, SWBS 588, Mar 2015, Talon Helicopter Landing Grid –
Type 18-08 Coast Guard Technical Publication (TP) 9557, SWBS 582, Jul 2017, Capstan, Midship & Aft -Model
4A0100-Operational & Maintenance Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2018, General
Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2018, Welding and
Allied Processes Surface Forces Logistics Center Standard Specification 0850 (SFLC Std Spec 0850), 2018, General
Requirements for Drawing Preparation viii (Rev-0)
Surface Forces Logistics Center Standard Specification 3020 (SFLC Std Spec 3020), 2018, Shipboard Electrical Cable Test
Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2018, Shipboard Electrical Cable Test
Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2018, Shipboard Electrical Cable Removal, Relocation, Splice, Repair, and Installation
Surface Forces Logistics Center Standard Specification 3100 (SFLC Std Spec 3100), 2018, Inspect, Test and Recondition AC Synchronous Machines In-Place
Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2018, Auxiliary Machine Systems
Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2018, Auxiliary Machinery Systems
Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2018, Requirements for Preservation of Ship Structures
Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2018, Install Interior Deck Covering Systems
Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2018, Temporary Hull Accesses
OTHER REFERENCES
Air Capable Ship Aviation Bulletin 1L (2009) American National Standards Institute (ANSI/EASA) AR100, 2015, Recommended Practice for the
Repair of Rotating Electrical Apparatus 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 American National Standards Institute/NSF International (ANSI/NSF) 61, 2015, Drinking Water System
Components - Health Effects American Society for Nondestructive Testing (ASNT), Recommended Practice No. SNT-TC-1A, 2016, Personnel Qualification and Certification in Nondestructive Testing American Society for Nondestructive Testing (ASNT), Standard No. ANSI/ASNT CP-189-2016, 2016, ASNT Standard for Qualification and Certification of Nondestructive Testing Personnel ASTM International (ASTM) F708, 2018, Standard Practice for Design and Installation of Rigid Pipe
Hangers ASTM Internationals (ASTM) G46, 2018, Standard Guide for Examination and Evaluation of Pitting
Corrosion Code of Federal Regulations (CFR) Title 29, Part 1910, Jul 2017, Occupational Safety and Health
Standards 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, Subpart E, Sep 2015, Scaffolds, Ladders and
Other Working Surfaces Code of Federal Regulations (CFR) Title 40, Jul 2013, Protection of the Environment Federal Specification (Fed Spec) HH-P-151, Mar 1991, Rubber-Sheet, Cloth Insert ix (Rev-0)
Manufacturers Standardization Society of the Valve and Fittings Industry ANSI/MSS SP-58, 2018, Pipe Hangers and Supports - Materials, Design, Manufacture, Selection, Application, and Installation
MIL-PRF-24176C, Oct 2004, Cement, Epoxy, Metal Repair and Hull Smoothing MIL-PRF-24667C, May 2008, Coating System, Non-Skid, for Roll, Spray, or Self-Adhering Application MIL-PRF-32170A, 2006, Performance Specification Deck Tiles, Wear Resistant National Fire Protection Association (NFPA) 25, 2017, Standard for the Inspection, Testing, and
Maintenance of Water-Based Fire Protection Systems National Fire Protection Association (NFPA) 72, 2019 Edition, National Fire Alarm and Signaling Code The Society for Protective Coatings (SSPC) Paint Application Specification No. 1 (SSPC-PA Guide 1), 2004, Shop, Field, And Maintenance Painting of Steel The Society for Protective Coatings (SSPC) Paint Application Specification No. 3 (SSPC-PA Guide 3), 1995, A Guide to Safety in Paint Application 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), 2013, Power Tool Cleaning to Bare Metal The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2016, Bare Metal Power Tool Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2004, Power Tool Cleaning The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation
Standard SSPC-SP 10 (WAB)/NACE WAB-2, 2015, Near-White Metal Wet Abrasive Blast Cleaning
The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 6 (WAB)/NACE WAB-3, 2015, Commercial Abrasive Blast Cleaning x (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)
7 N ***Ultra Fog Sock
Filters
NSN: 2910-01-561-8047 4 225.00
11 N Spring, Sheave NSN: 5360-01-672-8829 PN:
P2-965-0024
8 ea. 185.00
11 N Pins, Spring NSN:0000-01-LG1-2701 PN:
B2-066-0056
6 ea. 400.00
11 N Pins, Cotter NSN:0000-01-LG1-2705 PN:
81-E-0628
6 ea. 1.50
11 N Flat Washer, 2 ½” Nominal, TY A 5”OD x 2 5/8” ID x 0.238”
THK
NSN:0000-LG1-2702 PN: 61-
E-16
6 ea. 1.50
11 N Jacking Bolt, Sheave NSN:0000-01-LG1-2704 PN:
B2-033-0026
8 ea. 275.00
11 N Orkot Insert for Carriage Assy
PN: GBND009434TXMM 2 ea. 7,609.15
11 N Padding, Guide Rail Assembly (Aft &
Midship)
PN: C-GHND003281TXMM 16 ea. 2446.36
11 N Padding, Guide Rail Assembly (Fwd)
PN: C-GHND003282TXMM 8 ea. 2565.86
11 N Fastener, Slider Padding
PN: SFHB.500X1.250NC SSB 300 ea. 2.05
14 N Fixation Bolt NSN: 5305-14-537-6930 24 ea. 30.00 14 N Jacking Bolt NSN: 5305-14-463-7787 6 ea. 22.00 14 N Stanchion NSN: 5307-14-534-8081 15 ea. 110.00 14 N Nut, Self-Locking NSN: 5310-14-534-8082 130 ea. 22.00
*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 xi (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
1 Tanks (Aviation Fuel Stowage and Overflow), Clean and Inspect
2 Tanks (MP Fuel Stowage and Overflow), Clean and Inspect
3 Tanks (Potable Water), Clean and Inspect
4 Fire Detection System, Inspect and Test
7 Water Mist Fire Extinguishing System, Inspection
8 Carbon Dioxide Fire Protection System Flexible Hoses, Renew
9 Anchor Windlass Flexible Hoses, Renew
12 Water Mist System Flexible Hoses, Renew
13 Helo Hangar Door, Inspect and Test
14 Talon Grid, Inspect and Test
17 Deck Covering (Barenaked LT Plank WRT), Replace
18 Tenting, Provide
19 Deck Covering (Slip-Resistant), Renew xii (Rev-0)
PRINCIPAL CHARACTERISTICS
418' WMSL
PHYSICAL
Length overall 418' 0" Length between perpendiculars 390' 0" Maximum beam 54' 0" Beam @ 01 level 47' 9-1/8" Depth (01 level @ side to baseline) 39' 2-3/4" 01 deck camber foredeck 1/4" in 1'-0" Minimum berth depth 20' 0" Height of highest projection Approximately 119' Draft, design 14.40' Design displacement 3925 long tons
MACHINERY
Two diesel engines MTU 20V, 20-cylinder 9,730 SHP each One gas turbine General Electric LM2500; 29,500 SHP Type of propulsion CODAG Electrical system 24 Volt DC Two controllable pitch propellers Rolls-Royce 5 blade, 14' 0" diameter; 229 RPM max Two reduction gears RENK One cross connect gear RENK
HULL
Hull material 5086 Aluminum HSLA-80 Steel ABS EH 36 Steel
ABS AH 36
Frame spacing FWD of FR 9 2' 3" FR 9 to FR 10 6' 9" FR 10 to FR 98 4' 1" FR 98 to FR 99 3'-8"
ELECTRICAL
Power Three 1360 kW, 450 V, 60 Hz, 3 Phase, 1800 RPM Caterpillar 3512B diesel engines with Baylor ship service generators Shore tie cable Seven MIL-C-24368/2 (NATO) shore power receptacles, 400 A each
TANK CAPACITIES
Diesel oil 220,359 gal Fresh water 12,454 gal JP-5 Fuel 35,182 gal
1 (Rev-0)
00000_0220_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), 2018, General
Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2018, Welding and
Allied Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2018, Requirements for Preservation of Ship Structures
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-0)
3.2 Contractor-provided fire watch personnel. The Contractor shall provide fire watch personnel and equipment.
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 NDE in accordance with SFLC Std Spec 0740.
3.5 Environmental protection requirements. The Contractor shall adhere to the following environmental protection requirements in accordance with the SFLC Stand Spec 0000:
3.5.1 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 7690390037.
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 an Air Emission Permit which requires unit-specific procedures be followed for the emissions of VOCs and hazardous air pollutants.
3.5.2 Test and procedures. The Contractor shall be required to promptly conduct tests and procedures for the purpose of assessing whether operations are in compliance with applicable Environmental Laws. Analytical work shall be done by qualified laboratories; and where required by law, the laboratories shall be certified.
3.5.3 Regulatory notifications. The Contractor shall be responsible for all regulatory notification requirements in accordance with Federal, State and local regulations. In cases where the Coast Guard must also provide public notification, such as storm water permitting, the Contractor must coordinate with the Contracting Officer or COR, 3 (Rev-0) 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 2018 Edition Standard Specifications and supersede published content:
None.
4 (Rev-0)
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 by CFR during preservation of “critical-coated surfaces”, are provided at the end of this document.
5 (Rev-0)
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
6 (Rev-0)
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
7 (Rev-0)
QA-3A - QUALITY ASSURANCE INSPECTION FORM
(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-C)
VESSEL NAME HULL # WORK ITEM
SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)
MIN MAX MEAN
SSPC-SP-10/NACE No. 2
SSPC-SP WJ-1/NACE WJ-1
SSPC-SP WJ-2/NACE WJ-2
SSPC-SP WJ-3/NACE WJ-3
SSPC-SP WJ-4/NACE WJ-4
SSPC-SP-3
SSPC-SP-11
SSPC-SP-11 (inaccessible area) Brush-blasting (non-metallic substrate)
ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:
PLACE SURFACE PROFILE REPLICA TAPES IN THE SPACES PROVIDED BELOW, TO SERVE AS
PERMANENT QA RECORD. MAINTAIN A SEPARATE LOG FOR EACH LOCATION. WHEN AN AREA IS
DIVIDED INTO SEPARATE SECTIONS, MAINTAIN A SEPARATE LOG FOR EACH SECTION.
Place Surface Profile Replica Tape Here
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 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 Replica Tape Here
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
8 (Rev-0)
QA-3B - QUALITY ASSURANCE INSPECTION FORM
(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-B)
VESSEL NAME HULL # WORK ITEM
SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)
MIN MAX MEAN
SSPC-SP-10/NACE No. 2
SSPC-SP WJ-1/NACE WJ-1
SSPC-SP WJ-2/NACE WJ-2
SSPC-SP WJ-3/NACE WJ-3
SSPC-SP WJ-4/NACE WJ-4
SSPC-SP-3
SSPC-SP-11
SSPC-SP-11 (inaccessible area) Brush-blasting (non-metallic substrate)
ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:
RECORD MEASUREMENTS TAKEN IN THE SPACES PROVIDED BELOW, TO SERVE AS PERMANENT QA
RECORD. MAINTAIN SEPARATE LOG FOR EACH LOCATION. WHEN AN AREA IS DIVIDED INTO
SEPARATE SECTIONS, MAINTAIN A SEPARATE LOG FOR EACH SECTION.
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Mean Reading (mils)
Mean Reading (mils) IAW ASTM DD4417).
9 (Rev-0)
QA-4 - QUALITY ASSURANCE INSPECTION FORM
(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)
VESSEL NAME HULL # WORK ITEM
SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15.
DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)
10 (Rev-0)
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 BATC
H #
INDUCTI
ON TIME
COATING SYSTEM
SEQUENCE
(PRIMER/TOUCHUP/3RD
COAT, ETC.)
DRY FILM THICKNESS (DFT) MEASUREMENTS IAW SSPC-PA 2.
SPOT 1 2 3 4 5 AVERAGE
VALUE
*BASE METAL READING
(BMR) Required, If Magnetic Pull-Off (Type I/Banana) Gauge Is Used.
LOCATION (FRAME REFERENCE):
SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS
1 AVG. BMR DEVIATION
3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS
AVG.
1 AVG. BMR DEVIATION
1 AVG. BMR DEVIATION
APPLICATION METHOD (AIRLESS,
CONVENTIONAL SPRAY, ROLLED)
AVERAGE DFT
11 (Rev-0)
12300_RTK_0720 _755
WORK ITEM 1: Tanks (Aviation Fuel Stowage and Overflow), 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 – LIST OF TANKS
TYPE OF TANK LOCATION CAPACITY - 95%
(GALLONS)
(GALLONS AT 10 %)
JP-5 Overflow 4-70-2-J 826 83 JP-5 Drain 4-67-2-J 455 50
JP-5 5-70-0-J 13,119 1,311
1.2 Government-furnished property.
None.
2. REFERENCES
COAST GUARD DRAWINGS
Coast Guard Drawing 418A-WMSL-101-001, Rev -, Compartment & Access Drawing Coast Guard Drawing 750-WMSL-085-039, Rev -, Tank Sounding & Moment of Inertia Tables
(WMSL 755 Only), (ASC085014F) Coast Guard Drawing 750-WMSL-085-041, Rev -, Tank Capacity Curves (WMSL 755 Only)
(ASC085013F)
Coast Guard Drawing 750-WMSL-100-036, Rev M, Unit 3110 Structure 1st Platform and Below
Frs 65-77 (ASC100311) Coast Guard Drawing 750-WMSL-100-037, Rev G, Unit 3120 Structure- 1st Platf to 2nd Dk – Fr
64 To Fr 76 (ASC100312) Coast Guard Drawing 750-WMSL-100-061, Rev A, Inboard & Outboard Profiles (AS3100002) Coast Guard Drawing 750-WMSL-167-001, Rev J, Manhole List Installation and Fabrication
Details Ship Wide (ASC167001)
COAST GUARD PUBLICATIONS
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2018, General Requirements
12 (Rev-0)
Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2018, Welding and Allied Processes
OTHER REFERENCES
None.
3. REQUIREMENTS
3.1 General. The Contractor shall submit a CIR for the inspections listed in the following paragraph(s):
• 3.7 Inspection
3.1.2 Tech Rep. The Contractor shall provide the services of a Qualified Technical Representative who is a NDE Operator and Inspector/Level 1 certified and qualified in accordance with ASNT No. SNT-TC-1A to perform ultrasonic thickness measurement inspections.
3.1.2.1 Submit the Tech Rep’s qualifications/certifications to the COR at the arrival conference.
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.
NOTE
Vessel may come in with less tank fluid contents than specified above. The Contractor is responsible for providing all materials, equipment and services necessary to comply with local environmental regulations.
3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences). Known interferences include, but are not limited to the following:
• TLIs
• Piping
• Residual tank contents/fluids
NOTE
Coast Guard personnel will operate all shipboard machinery and equipment.
3.2 Operational test, initial. Prior to commencement of work, the Contractor shall witness Coast Guard personnel perform an initial operational test of each tank TLIs to demonstrate that each radar head/sensor is functional (i.e., Digital readout is displayed). Ensure that there is interface/communication between the TLI sensor and the Machinery Control and Monitoring System (i.e. Digital readout at the TLI is identical to that displayed). Submit a CFR.
3.3 Tank opening. The Contractor shall remove the tank manhole cover(s) and ventilate the confined spaces in accordance with SFLC Std Spec 0000, Paragraphs 3.3.1.1 and 3.3.1.2.
13 (Rev-0)
WARNING
Do not use the Fuel Service or Transfer systems to drain the water from the tank. Excessive fuel contamination will result.
3.4 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. Notify the COR (in writing) at least 5 days prior to removal of wastes and fluids. 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.
3.5 Temporary plugs. The Contractor shall plug all inlet and outlet piping in the tank to prevent contaminants from entering the tank or piping system. Use plugs with an attached lanyard, ring or other system that will ensure plugs are not lost in the pipe openings.
3.5.1 Plug log. The Contractor shall keep a written record of all plugs put in any tanks vents. Keep a separate list for each tank. Maintain a plug accountability log outside the tank to prevent any of the installed temporary plugs from being lost inside the tank or left behind inside at tank closure. Submit this log to the Coast Guard Inspector after completion of work item
3.5.2 Ensure that all plugs are removed from each tank upon completion of work in the tank.
3.5.3 The plug log shall be available at all times.
3.6 Tank cleaning. The Contractor shall clean all designated 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 from the tank during the washing process. Remove any residual wash media and wipe up residual moisture with clean lint-free cloths. Wipe the interior tank structure dry and free of all cleaning agents.
3.6.1 The Contractor shall accomplish all requirements of SFLC Std Spec 6310, 3.1.6.4 (Surface contaminant removal) to achieve the cleanliness requirements of SSPC-SP 1, including a low-pressure (maximum 5,000 psi) fresh water wash down of the surfaces when possible.
3.7 Inspection. The Contractor shall 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 CIR including the following, as applicable:
• Tank structural condition.
• Manhole and cover condition.
• Ladder condition (if applicable).
• Inaccessible areas.
• Condition of tank coating, including measurements taken, percentage, location, and type of coating failure.
• Tank level indicator (TLI) and/or float switch condition.
• Sounding/vent tube and striker plate condition.
• Suction and discharge piping condition.
• Fastener material and condition.
14 (Rev-0)
• Pit measurements
• Ultrasonic thickness (UT) measurements
3.7.1 The Contractor shall use the ABS Inspection Grading Criteria for the Hull Inspection and Maintenance Program (HIMP) to inspect and grade the cleanliness & housekeeping, coating systems, and structural (corrosion and pitting/grooving) condition of each tank. Submit the inspection and grading report with the inspection report specified above.
3.8 Pit measurement. The Contractor shall measure up to 50 “pits” within each tank listed in Table 1, in locations designated by the Coast Guard Inspector, using a Contractor supplied ‘Pit Gauge’. The results of these measurements shall be included in the inspection report, showing where pit measurements were taken and the depth of the pit.
3.9 Ultrasonic thickness (UT) measurement. The Contractor shall take up to 100 UT measurements per tank of the tank plating in each tank listed in Table 1 in accordance with SFLC Std Spec 0740, Appendix C, using Coast Guard Drawings 750-WMSL-100-036 and 750-WMSL-100-037 as guidance. Take measurements in locations designated by the Coast Guard Inspector. The results of these measurements and the locations where they were taken shall be included in the inspection report.
3.10 Substrate fairing and repair by filling Epoxy for shallow pits and small corrosions (i.e. pits < 25% or corrosions < 25%). As designated by the Coast Guard Inspector, the Contractor shall repair small pin holes, shallow pitted substrates (with remaining plate thicknesses over 75% of required plate thicknesses), and fair corroded substrates (with remaining cross sections over 75% of required cross section areas), after removing insulation, coating, or deck covering in accordance with SFLC Std Spec 6310, Appendix A (Cutter and Boat Exterior Painting Systems), "Metal Repair and Hull Smoothing", MIL-PRF-24176, and manufacturers’ instructions.
3.10.1 Procure 1 kit(s) of 1111 Belzona Epoxy Fairing Material to conduct repairs.
3.10.2 Turn over all unused kits to the COR.
NOTE
“Substrate fairing and repair by filling Epoxy for shallow pits and corrosions (i.e. pits < 25% or corrosions < 25%)” is a supplement barrier intending to help delay penetration.
3.11 Tank closing. The Contractor shall ensure that the tank(s) remain open for approximately 24 hours after completion of any authorized repair and preservation procedures. Notify the COR at least 5 days prior to closing the tank(s). After satisfactory inspection by the Coast Guard Inspector and completion of all authorized repairs, remove all installed temporary plugs and close tank manhole cover(s) with new gasket material in accordance with Coast Guard Drawing 750-WMSL-167-001. Chase threads on studs to ensure even installation of the access covers. Renew all nuts, washers, and grommets in accordance with Coast Guard Drawing 750-WMSL-167-001.
3.11.1 Upon completion of tank closing, the Contractor shall submit a CFR with the completed plug log.
NOTE
Coast Guard personnel will operate all shipboard machinery and equipment.
15 (Rev-0)
3.12 Operational test, post repairs. After completion of work, the Contractor shall thoroughly test, in the presence of the Coast Guard Inspector and demonstrate all items or shipboard devices that have been disturbed, used, repaired, altered, or installed to be in satisfactory operating condition. Submit a CFR.
3.13 Touch-up preservation. The Contractor shall prepare and coat all new and disturbed surfaces, and all manhole cover external surfaces to match existing adjacent surfaces in accordance with SFLC Std Spec 6310, paragraph 3.1.13 (Touch-ups and minor coating repairs). Do not paint any manhole cover fasteners.
This section is not applicable to this work item.
16 (Rev-0)
12300_RTK_0720_755
WORK ITEM 2: Tanks (MP Fuel Stowage and Overflow), 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 – LIST OF UNCOATED TANKS
TYPE OF TANK LOCATION CAPACITY - 95%
(GALLONS)
(GALLONS AT 1 %)
Diesel Storage 5-28-0-F 62,777 628
TABLE 2 – LIST OF COATED TANKS
TYPE OF TANK LOCATION CAPACITY - 95%
(GALLONS)
(GALLONS AT 5 %)
Diesel Overflow 5-32-1-F 3,165 158 Diesel Overflow 5-32-2-F 3,165 158
1.2 Government-furnished property.
None.
2. REFERENCES
COAST GUARD DRAWINGS
Coast Guard Drawing 418A-WMSL-101-001, Rev -, Compartment & Access Drawing Coast Guard Drawing 750-WMSL-085-039, Rev -, Tank Sounding & Moment of Inertia Tables
(WMSL 755 Only), (ASC085014F) Coast Guard Drawing 750-WMSL-085-041, Rev -, Tank Capacity Curves (WMSL 755 Only)
(ASC085013F)
Coast Guard Drawing 750-WMSL-100-017, Rev K, Unit 1310 Structure – Innerbottom to 1st
Platform – Fr 22 to Fr 35 (ASC100131) Coast Guard Drawing 750-WMSL-100-021, Rev E, Unit 2100 Struct – Inner Bottom – Fr 35 to
Fr 44 (ASC100210) Coast Guard Drawing 750-WMSL-100-026, Rev G, Unit 2200 Structure – Inner Bottom –…
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