(5) PETREL (WPB 87) DD FQ2 SCP 22R0.pdf

PDF 4 MB Posted Feb 8, 2022

Attached to: Sources Sought Notice Federal contract opportunity
Solicitation number: 70Z08022QPBPL0001
Issued by: Department of Homeland Security US Coast Guard

About this file

Written by GovTribe AI · Dec 28, 2023

This is a sources sought notice for drydock repairs and preservation work on USCGC PETREL (WPB-87) issued by the U.S. Coast Guard. The notice seeks input from contractors on their ability to perform structural analysis using 3D laser scanning, ultrasonic thickness testing of the hull, cleaning and inspection of various tanks and systems, and complete preservation of the underwater body and freeboard surfaces. Response is requested by March 15, 2022 to be considered for the work, which is scheduled for availability in fiscal year 2022 at a commercial shipyard. Specific tasks described include 3D laser scanning and modeling, 250 ultrasonic thickness measurements, cleaning and inspection of dirty oil, oily water and diesel fuel tanks, and full preservation of underwater body and freeboard surfaces in accordance with provided specifications.

View the file

Other files for this federal contract opportunity

Other files attached to Sources Sought Notice, newest first.
File	Type	Posted
(7)PETREL (WPB 87) DD FQ2 SCP 22ER0_BLANK.xls	XLS spreadsheet	Feb 8, 2022
USCGC PETREL DD 70Z08022QPBPL0001.pdf	PDF	Feb 8, 2022

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

USCGC PETREL (WPB 87350)

SPECIFICATION FOR DRYDOCK REPAIRS

FY2022

Developed By: Stephen C Pitre2

(Rev-0, 26 August 2021)

USCGC PETREL (WPB-87) DRYDOCK AVAILABILITY FY2022

ii (Rev -0)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property .............................................................................. viii Consolidated List of Critical Inspection Items ............................................................................................. xi Principal Characteristics ............................................................................................................................. xii General Requirements WORK ITEM 1: Structural Analysis, 3D Laser Scan, Perform WORK ITEM 2: Hull Plating (Side Scan), Ultrasonic Testing WORK ITEM 3: Ultrasonic Thickness Measurements, Perform WORK ITEM 4: U/W Body, Preserve (100%) WORK ITEM 5: Hull Plating Freeboard, Preserve, 100 Percent WORK ITEM 6: Tank, Dirty Oil, Clean and Inspect WORK ITEM 7: Tank, Oily Water, Clean and Inspect WORK ITEM 8: Tanks, MP Fuel Service, Clean and Inspect WORK ITEM 9: Decks, Exterior (Main Deck), Preserve WORK ITEM 10: Capastic Fairing, Depth Sounder, Renew WORK ITEM 11: Main Engine/Reduction Gear, Realign WORK ITEM 12: Intermediate Water-Lubricated Propulsion Shaft Bearings, Renew WORK ITEM 13: Aft Water-Lubricated Propulsion Shaft Bearings, Renew WORK ITEM 14: Intermediate Bearing Carriers, Renew WORK ITEM 15: Aft Bearing Carriers, Renew WORK ITEM 16: Stern Tube Interior Surfaces, Preserve, 100 Percent WORK ITEM 17: Propellers, Renew WORK ITEM 18: Fathometer Transducer, Renew WORK ITEM 19: Speed Log, Skin Valve, Renew WORK ITEM 20: Sea Water System, Perform Maintenance WORK ITEM 21: Rudder Assemblies, Renew WORK ITEM 22: RHIB Notch Skid Pad Stud(s), Renew WORK ITEM 23: Stern Launch Door, Remove, Inspect and Reinstall WORK ITEM 24: Cathodic Protection/Zinc Anodes, Renew WORK ITEM 25: Drydock WORK ITEM 26: Temporary Services, Provide - Cutter WORK ITEM 27: Sea Trial Performance, Support, Provide WORK ITEM 28: Soft Patches, Remove and Inspect WORK ITEM 29: Kickpipe, Renew WORK ITEM 30: Windows, Pilothouse, Renew WORK ITEM 31: Seawater Cooling Piping/Valves, Renew WORK ITEM 32: Critical Coated Surface(s), Preserve Partial WORK ITEM 33: Interior Deck Covering Systems, Renew WORK ITEM 34: Insulation, Renew WORK ITEM 35: Propulsion Shaft and Shaft Seals, Replace WORK ITEM 36: Stern Door Cross Connect Valves, Modify WORK ITEM 37: Fire Main Bleed Line, Modify WORK ITEM 38: Joiner Panel(s), Renew WORK ITEM 39: Ship Service Diesel Generator Sets (SSDG’s), Replace WORK ITEM 40: Hull Plating, RIB Notch, Renew WORK ITEM 41: RIB Notch Skid Pads, Renew 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 87 WPB 085-001, Rev -, Tank Capacity Curves

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

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

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

Coast Guard Drawing 87 WPB 111-001, Rev H, Shell Expansion

Coast Guard Drawing 87 WPB 111-050, Rev A, Updates to DWG 87-WPB-111-001 Exhaust Port Insert Plate Installation and Details

Coast Guard Drawing 87 WPB 113-001, Rev G, Platform Plating & Framing

Coast Guard Drawing 87 WPB 116-001, Rev -, Longitudinal Girders & BHD’s

Coast Guard Drawing 87 WPB 117-001, Rev G, Transverse Sections

Coast Guard Drawing 87 WPB 122-001, Rev C, Watertight Bulkheads

Coast Guard Drawing 87 WPB 131-001, Rev J, Deck Construction Plan

Coast Guard Drawing 87 WPB 151-001, Rev L, Superstructure Details

Coast Guard Drawing 87 WPB 163-001, Rev H, Sea Chest Details

Coast Guard Drawing 87 WPB 165-001, Rev F, Transducer Details

Coast Guard Drawing 87 WPB 167-002, Rev C, CG Schedule of Doors, Manholes, Windows, and Hatches.

Coast Guard Drawing 87 WPB 182-001, Rev C, Main Engine & Generator Foundations

Coast Guard Drawing 87 WPB 201-001, Rev G, Machinery Arrangement

Coast Guard Drawing 87 WPB 233-001, Rev A, Remote Emergency Shutdowns

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

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

Coast Guard Drawing 87 WPB 252-002, Rev P, Alarm Monitoring System

Coast Guard Drawing 87 WPB 256-001, Rev AC, Seawater Cooling Piping

Coast Guard Drawing 87 WPB 259-001, Rev J, Engine Exhaust Piping

Coast Guard Drawing 87 WPB 259-002, Rev C, Propulsion Engine/SSDG Exhaust piping Insulation Modifications

Coast Guard Drawing 87 WPB 261-001, Rev L, Fuel Oil Service Piping

Coast Guard Drawing 87 WPB 261-003, Rev -, Fuel Oil System Mods Incidental to John Deere SSDG Installation v (Rev -0)

Coast Guard Drawing 87 WPB 304-001, Rev C, Wireways Arrangement

Coast Guard Drawing 87 WPB 304-002, Rev A, Wireway Penetration Details

Coast Guard Drawing 87 WPB 310-001, Rev J, Ship Service One-Line Diagram

Coast Guard Drawing 87 WPB 310-010, Rev-, Powergen Wiring SSDG

Coast Guard Drawing 87 WPB 310-011, Rev-, Powergen One Line SSDG, One Line

Coast Guard Drawing 87 WPB 310-012, Rev A, Powergen Schematic SSDG, Electrical Elementaries

Coast Guard Drawing 87 WPB 310-013, Rev-, Powergen Communications SSDG

Coast Guard Drawing 87 WPB 310-014, Rev B, Powergen Interconnection, SSDG

Coast Guard Drawing 87 WPB 313-001, Rev N, DC System

Coast Guard Drawing 87 WPB 324-001, Rev B, Switchboard Wiring Diagram & Details (Hulls 1-12)

Coast Guard Drawing 87 WPB 324-002, Rev C, Switchboard Wiring Diagram & Details (Hulls 13-On)

Coast Guard Drawing 87 WPB 324-003, Rev B, Switchboard Wiring Diagram & Details (Hulls 52 & P52)

Coast Guard Drawing 87 WPB 324-004, Rev B, Switchboard Wiring Diagram & Details (Hulls 67 & On)

Coast Guard Drawing 87 WPB 331-001, Rev R, Lighting System Deck Plan

Coast Guard Drawing 87 WPB 423-001, Rev W, Speed Log & Depth Sounder System

Coast Guard Drawing 87 WPB 435-001, Rev -, Sound Powered Telephone System

Coast Guard Drawing 87 WPB 521-002, Rev -, Fire Main Bleed Line Mod

Coast Guard Drawing 87 WPB 556-005, Rev A, Hyd Steering Sys mods for Emer Door Operation

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

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

Coast Guard Drawing 87 WPB 583-001, Rev Y, RIB Deployment Structure

Coast Guard Drawing 87 WPB 601-001, Rev R, Outboard Profile & General Arrangements

Coast Guard Drawing 87 WPB 602-001, Rev F, Visual ID and Draft Mark Plan

Coast Guard Drawing 87 WPB 621-001, Rev K, Joiner Work Details

Coast Guard Drawing 87 WPB 631-001, Rev P, Ship’s Painting Schedule

Coast Guard Drawing 87 WPB 633-001, Rev A, Cathodic Protection

Coast Guard Drawing 87 WPB 634-001, Rev G, Deck Covering & Details

Coast Guard Drawing 87 WPB 634-001, Rev G, Deck Coverings & Details

Coast Guard Drawing 87 WPB 635-001, Rev C, Linings and Insulation Plan & Details

Coast Guard Drawing 87 WPB 701-001, Rev D, Armament Layout Plan

Coast Guard Drawing 87 WPB 701-002, Rev A, Aft Deck .50 Cal CSW Machine Gun Mount

Coast Guard Drawing 87 WPB 995-001, Rev -, Jigs and Fixtures for Shaft Installation

Coast Guard Drawing 87 WPB 116-001, Rev -, Longitudinal Girders & BHD’s

Coast Guard Drawing 87 WPB 117-001, Rev G, Transverse Sections

Coast Guard Drawing 87 WPB 122-001, Rev C, Watertight Bulkheads

Coast Guard Drawing 87 WPB 131-001, Rev J, Deck Construction Plan

Coast Guard Drawing 87 WPB 582-001, Rev J, Mooring and Towing

Coast Guard Drawing 87 WPB 635-001, Rev C, Linings and Insulation Plan & Details

Coast Guard Fleet Drawing FL 2804-12, Rev -, U.S.C.G. Emblem

Coast Guard Fleet Drawing FL 2804-22, Rev A, Consolidated Visual ID for Cutters vi (Rev -0)

COAST GUARD PUBLICATIONS

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

Coast Guard Technical Publication (TP) 4499, Jun 2018, SWBS 243, Stern Tube Seal-Model 442C

Coast Guard Technical Publication (TP) 4500, Sep 2017, SWBS 233, Engine Change-Out Guide - Waterborne Main Diesel

Coast Guard Technical Publication (TP) 4500, Sep 2017, SWBS 233, Engine Change-Out Guide – Waterborne Main Diesel

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

Coast Guard Technical Publication (TP) 4507, Apr 2019, SWBS 311, Ship’s Service Diesel Engine Generator Operation and Maintenance Manual

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

Coast Guard Technical Publication (TP) 4593D, July 2011, SWBS 243, Manufacturer's Instruction Book, 87' WPB Propulsion Shaft Seal - Type F.S.E.

Coast Guard Technical Publication (TP) E-424-0230, SWBS 424, June 2006, Electromagnetic Log User’s Manual

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2020, General Requirements

Allied Process

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2020, Welding and Allied Processes

Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2020, Shipboard Electrical Cable Test

Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2020, Shipboard Electrical Cable Removal, Relocation, Splice, Repair, and Installation

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2020, Auxiliary Machine Systems

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2020, Install Interior Deck Covering Systems

Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), 2020, Drydocking

Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2020, Temporary Services

OTHER REFERENCES

American Bureau of Shipping (ABS), Steel Vessels Under 90 Meters in Length, Part 4, Vessel System and Machinery, Chapter 6 Electrical Installations, Feb 2015

American Society for Nondestructive Testing (ASNT) SNT-TC-1A, 2016, Recommended Practice for Personal Qualification and Certification in Nondestructive Testing

ASTM International (ASTM) D1330, 2015, Standard Specification for Rubber Sheet Gaskets

ASTM International (ASTM) F992, 2006, Standard Specification for Valve Label Plates

Bollinger Shipyard, USCG CPB Project MTU-FA 771903, 07 Feb 2000, Engine/Gearbox Plant Alignment Instructions 8V396 TE94/Flange mounted BW 255 vii (Rev -0)

Chesterton, 442C Cartridge Split Mechanical Seal; Installation, Operation & Maintenance Instructions

Commercial Item Description (CID) A-A-59313, Nov 2003, Thread Compound; Antiseize, Zinc Dust- Petrolatum

Commercial Item Descriptions (CID) A-A-59316, Nov 2016 Abrasive Materials for Blasting

Description of System Operations (DOSO)

Institute of Electrical and Electronic Engineers IEEE STD 45, Recommended Practice for Electrical Installations on Shipboard, April 9, 2004

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-A-18001, Dec 2015, Anodes, Sacrificial Zinc Alloy (Commercially Accepted - ASTM B418)

MIL-A-22262, Mar 1996, Abrasive Blasting Media Ship Hull Blast Cleaning

MIL-A-22262, Mar 1996; Abrasive Blasting Media Ship Hull Blast Cleaning

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-PRF-24139, Mar 1987, Grease, Multipurpose, Water Resistant.

MIL-PRF-24613A, Nov 2007, Deck Covering Materials, Interior, Cosmetic Polymeric

MIL-PRF-24635, 2009, Coating Systems, Weather-Resistant, Exterior Use

MIL-PRF-24647, Jan 2018, Paint System, Anticorrosive and Antifouling, Ship Hull

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2013, Cork and Rubber Composition Sheet; for Aromatic Fuel and Oil Resistant Gaskets

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2019, Cork and Rubber Composition Sheet; for Aromatic Fuel and Oil Resistant Gaskets

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.1 (SSPC-SP 1), 2016, Solvent Cleaning

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2012, Power-Tool Cleaning to Bare Metal

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 12/NACE No.5, 2002, Surface Preparation and Cleaning of Metals by Waterjetting Prior to Recoating

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP WJ-2/NACE WJ-2, 2012, Waterjet Cleaning of Metals – Very Thorough Cleaning

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

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

9 N Slip Resistant Sheets NSN: 7220-01-F11-2238 1 KT 5,352.24

11 Y *Alignment jig N/A 1 ea. ---- 12 N Thordon bearing, Grade

Orange (5.5" OD x 4" ID x 7.87" (200mm)

LG)

PN: F54615-02-8-1 NSN:

3120-21-914-2012

2 ea. 525.03

13 N Thordon bearing, Grade Orange (5.5" OD x 4" ID x 11.41" (290mm)

LG)

PN: F54615-02-8-0 NSN:

3120-21-914-2011

2 ea. 558.05

14 N **Intermediate bearing carrier

NSN: 3130-01-F11-2388 P/N:

87 WPB 243-001, Item 17

2 ea. 591.86

15 N **Aft bearing carrier NSN: 3130-01-F11-2200 PN:

87 WPB 243-001, Item 14

2 ea. 1931.31

17 Y Starboard Propeller

(RH)

PN: 706-3351.00 RH NSN:

2010-01-457-0573

1 ea. 9153.07

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

2010-01-459-0421

1 ea. 9542.05

17 N *Propeller Nut Wrench N/A 1 ea. 200.00 17 N Propeller Nut PN: 5317350 NSN: 2010-01-

458-9217 2 ea. 322.07

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

2 ea. 285.10

17 N Anode, Propeller Nut PN: 87WPB243001ITEM39

NSN: 5342-01-481-8403

2 ea. 153.06

***Transducer, sonar, w/ adapter ring

PN: 87-WPB-165-001

NSN: 5845-01-641-9744

1 ea. 1552.41

19 N 3" Ball Valve NSN: 4810-01-517-8110 PN:

LV071A

1 ea. 5625.00

19 N **Doppler Speed Log Measurement Rod

NSN: 6605-01-470-1266 1 ea. 4984.63

20 N Iron body/ Stainless steel stem/ bronze disk

(flanged) 8 inch

PN: J022929-512431A NSN:

4820-01-613-5021

2 ea. 563.25

20 N Iron body/ Stainless steel stem/ bronze disk

(wafer) 8 inch

PN: 22929-112431A NSN:

4820-01-615-9571

2 ea. 521.46

20 N Iron body/ Stainless steel stem/ bronze disk

(flanged) 3 inch

PN: 22925-5124 NSN: 4820-

01-650-0975

2 ea. 226.51

20 N Iron body/ Stainless steel stem/ bronze disk

PN: 22925-1124316 NSN:

4820-01-332-6811

2 ea. 214.14 ix (Rev -0)

(wafer) 3 inch 21 Y Rudder Assembly, port NSN: 2040-01-461-1944 1 ea. 6113.36 21 Y Rudder Assembly, starboard NSN: 2040-01-461-1943 1 ea. 5971.93

21 N Upper Roller Bearing NSN: 3110-01-512-5534 2 ea. 287.43 21 N Wartsila EL Seals Kit PN: H75492-01 NSN: 2040-

01-565-9776 2 ea. 7243.42

21 N Lower Bearing PN: TBF113090 NSN: 3120- 20-000-7677

2 ea. 405.81

23 N **Valve, Counterbalance

PN: CBCA-LAN/AP NSN:

4820-01-687-1295

4 ea. 291.50

23 N **Manifold, Valve PN: YVY NSN: 4730-01-687-

2 ea. 134.30

24 N Anode, corrosion preventive

PN: 899Y105 NSN: 5342-00-

813-6058

15 ea 57.37

25 Y *Transducer Cover Plate N/A 2 ea. 50.00 28 N Soft Patch Kit NSN: 8040-01-601-2062 PN:

87SPK CPB-1 PATCH

2 ea. 1028.19

28 N Sealant, Silkolene NSN: 5340-01-590-8152 PN:

024-023000

6 ea. 142.29

28 N Clamp, V-Band NSN: 5340- 01-568-6899 PN:

024-007000

12 ea. 50.15

28 N Clamp, V-Band NSN: 5340-01-590-8152 PN:

024-009000

6 ea. 70.90

28 N Clamp, V-Band NSN: 5340-01-593-2913 PN:

024-001200

4 ea. 285.37

28 N Mount, Resilient, Male NSN: 5340-01-595-5785 PN:

030-008000

12 ea. 11.25

28 N Mount, Resilient, Female

NSN: 5340-01-595-5795 PN:

030-004000

12 ea. 14.58

30 N Window, marine (Pos 6, 7, 12, 13)

NSN: 2090-21-914-8549 1 2,477.80

35 Y Propeller Shaft NSN: 2010-01-458-9175 2 ea. 10,195.95 35 N Installation Kit, Shaft

Seal NSN: 5330-01-F18-5381 2 ea. 9443.00

38 N Panel, Bulkhead, 0.625â€³x48â€³x96â€³, AL Honeycomb Core, AL Faced w/ Laminate

1 side

NSN: 2040-01-603-3295 PN:

SPXC-1000-1000A1

1 Ea 387.88

38 N Panel, Bulkhead, 0.625â€³x48â€³x96â€³, AL Honeycomb Core

SS-Faced

NSN: 2040-01-603-3262 PN:

SPXC-1000-1000C

1 Ea 576.29

39 Y Ship Service Diesel Generator Set, Port

NSN: 2815-01-F13-3325 1 ea. 40,925.00

39 Y Ship Service Diesel Generator Set, STBD

NSN: 2815-01-F18-5409 1 ea. 40,925.00

39 N Main Switchboard and NSN: 6110-01-F17-5033 1 ea. 150,500.00 x (Rev -0)

440 VAC Panels, includes 7-inch touch screen HMI 39 N SSDG Exhaust

Insulation Blanket, Advanced Thermal

Products Inc, Marine Wrap, Port

NSN: 2990-01-674-5103 1 ea. 1,485.00

39 N SSDG Exhaust Insulation Blanket, Advanced Thermal

Products Inc, Marine Wrap, STBD

NSN: 2990-01-674-9188 1 ea. 1,495.00

39 N Repair Kit, Soft Patch Kit

NSN: 8040-01-601-2062 2 ea. 1,028.19

39 N Clamp Synchro 8" NSN: 5340-01-568-6899 12 ea. 47.02 39 N Sealant Compound NSN: 8030-01-593-2919 4 ea. 117.28 39 N Clamp Synchro (12" V-

Band Clamp) NSN: 5340-01-590-8152 6 ea. 55.24

39 N Clamp Synchro Turbo NSN: 5340-01-593-2913 4 ea. 277.18 39 N Clamp Synchro 4.5" NSN: 5340-01-593-2907 2 ea. 31.41 41 N RHIB Notch Ultra-Poly

Pad Piece A, 25"x49"x1.25"thk

NSN: 2040-01-F11-2445 1 ea 1001.81

41 N RHIB Notch Ultra-Poly Pad

Piece B, 12"x49"x1.25"thk

NSN: 2040-01-F11-2449 1 ea 270.00

41 N RHIB Notch Ultra-Poly Pad

Piece C, 25"x49"x1.25"thk

NSN: 2040-01-F11-2446 1 ea 839.67

41 N RHIB Notch Ultra-Poly Pad

Piece D, 12”x96”x1.25” thk

NSN: 2040-01-F11-2447 2 ea. 505.60

41 N RHIB Notch Ultra-Poly Pad

Piece G, 12”x48”x1.25” thk

NSN: 2040-01-F11-2448 1 ea. 248.24

41 N RHIB Notch Ultra-Poly Pad Piece E/F, 23.5”x97.75”x2” thk

NSN: 2040-01-F14-3714 1 ea 1,726.00

*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

4 U/W Body, Preserve (100%)

5 Hull Plating Freeboard, Preserve, 100 Percent

8 Tanks, MP Fuel Service, Clean and Inspect

16 Stern Tube Interior Surfaces, Preserve, 100 Percent

20 Sea Water System, Perform Maintenance

21 Rudder Assemblies, Renew

23 Stern Launch Door, Remove, Inspect and Reinstall

25 Drydock

26 Temporary Services, Provide - Cutter

27 Sea Trial Performance, Support, Provide

32 Critical Coated Surface(s), Preserve

35 Propulsion Shaft and Shaft Seals, Replace xii (Rev- 0)

PRINCIPAL CHARACTERISTICS

87' WPB

PHYSICAL

Length overall 87' Length between perpendiculars 81' 7" Depth 10' 11" Maximum beam 19.4' Draft, mean to design waterline 5' 9" Height of highest projection 50.2' Full load displacement 93.5 long tons Minimum operating displacement 83.9 long tons Displacement, light ship 77.9 long tons Framing Longitudinal Bulkheads Four watertight bulkheads located below the Main Deck Anchor 40 lb Fortress with 480 ft. 3 strand 5/8" dia. Line stayset

HULL

Hull/main weatherdeck material ABS Grade AH 36 Superstructure 5086 Aluminum

MACHINERY

Main propulsion Two MTU 8V396TE94, sequential turbo-charged diesels Reduction gears Two ZF Type BW 255 Propulsion shaft Two AQUAMET 22, 101.6mm Shaft diameter 4" Shaft seal Two John Crane mechanical seals Shaft bearing, intermediate Thordon Elastomeric Bearing Shaft bearing, aft Thordon Elastomeric Bearing Number of propellers 2 Number of blades 5 Diameter of propeller 1040mm Pitch 1230 mm fixed Shaft RPM 828 Rudders Two 316L Stainless Steel Ship's service generators Two Man Model D08241F01 diesel with Stanford 60KW Generator

TANK CAPACITIES

3-9-1-f (fuel oil) 1402 gal 3-9-2-f (fuel oil) 1402 gal 3-12-2-f (waste oil) 86 gal 3-12-1-f (oily water) 86 gal 3-7-0-q (sewage collection) 352 gal 3-7-1-q (grey water) 52 gal 3-12-1-w (fresh water) 200 gal 3-12-2-w (fresh water) 200 gal

1 (Rev- 0)

00000_0521_FLT

REC_00000_FLT_Commercial Project @ Contractor’ Facility (0121)

General Requirements

1. SCOPE

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

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

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

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

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2020, General Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2020, Welding and Allied Processes

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, Requirements for Preservation of Ship Structures

OTHER REFERENCES

None

3. REQUIREMENTS

3.1 General. The Contractor must conform to all requirements specified in SFLC Std Spec 0000 and in this item, as applicable, during the performance of this availability. The requirements of this WI applies to all work under the scope of this contract, whether explicitly stated in all following work items or not, and to all other work subsequently authorized by changes, modifications, or extensions to the contract.

2 (Rev- 0)

3.1.1 NAVSEA drawings listed will be available FOR INSPECTION ONLY from the Coast Guard Port Engineer post-award. SFLC will not redistribute NAVSEA documents. Contractors can apply to NAVSEA headquarters directly for copies.

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

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

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

3.3.2 Coating colors and system color schemes. The Contractor must obtain a written KO authorization to deviate from any coatings required in SFLC Std Spec 6310 Appendix C before work.

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

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

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

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

3.5.3 Regulatory notifications. The Contractor must 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 must submit copies of all regulatory notifications to the Contracting Officer and the local Facility Engineer or Engineering Officer prior to commencement of work activities. Regulatory notifications must be provided for including but not limited to demolition, renovation, National Pollutant Discharge Elimination System (NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint.

3.5.4 Environmental manager. The Contractor must appoint in writing an Environmental Manager for the project, and must be responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager must ensure compliance with Hazardous Waste Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the Contractors’ Environmental Management Plan; ensure that all environmental permits are obtained, maintained, and closed out; ensure compliance with Storm Water Program Management requirements; ensure compliance

3 (Rev- 0) with Hazardous Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas;

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

3.5.5 HW disposal. Contractor must comply with SFLC Std Spec 0000 Appendix A, Requirements For Environmental Protection At Contractor Operated (Non USCG) Facilities for HW disposal.

3.6 Local Policy. The Contractor must refer to site (e.g. Base) Regulations and Instructions for details regarding local policies (e.g. crane services, parking, or facility usage).

3.7 SFLC Standard Specification approved changes. The Contractor must be aware that the following are approved changes to published SFLC 2020 Edition Standard Specifications and supersede published content:

3.7.1 SFLC Standard Specification 8636. Add missing paragraphs between 3.2 and 3.5 of Std Spec 8636 as follows:

“3.3 Access cut boundaries. The Contractor shall ensure that access cuts comply with the requirements and restrictions detailed in the following and in SFLC Std Spec 0740, and referenced codes.

3.3.1 Location of boundaries. Boundaries of access cuts and closure plates shall, in general, be located between principal ship framing, bulkheads, and other structural members and shall be at least three inches from any of these members or from the toes of other welds. A reduction in this three inch minimum may be approved by the KO on a case by case basis provided sufficient clearance is maintained for welding and inspection requirements.

The boundaries of access cuts and closure plates should land on existing butts or seams, wherever practicable. The boundaries of prior access cuts should be utilized wherever possible. Boundaries may extend across one or more frames as required for the size of the opening.

3.3.2 Access hole dimensions and arrangements. Holes or access cuts shall be the minimum size necessary and shall be in accordance with the following:

Rectangular access cuts and closure plates welded into primary hull structure shall be at least 12 inches wide in the lesser dimension.

For circular access cuts, the minimum diameter shall be 4T, where T = thickness of the involved structural member, but not less than three inches.

Circular closure plates for access cuts less than two feet in diameter shall be dished 1/16 to 1/8 inch to allow for shrinkage when welded.

Corners of rectangular access cuts and closure plates shall have a minimum radius of 6 inches except when a boundary lands on an existing hull longitudinal seam or transverse butt weld.

Corners at an existing seam or butt shall intersect at a 90 degree angle.

Cuts that are to cross existing butts or seams shall do so at an angle of 90 degrees plus or minus 15 degrees.

In primary hull structure, existing welds forming the boundary of a cut shall be cut back 3 inches beyond the toe of the access cut, except that the cut back shall not intersect or cross an existing weld, frame, or structural member. In which case, the cut back may be reduced to a minimum of two inches in length.

4 (Rev- 0)

Existing welds crossed by the cut shall not be cut back.

3.3.3 Primary hull structure. Primary Hull Structure includes the shell, main strength decks, principal longitudinal bulkheads, vertical keel, deep web girders and stiffeners designed to withstand the ship bending stress.

3.3.4 Mechanically fastened joints. Welding closer than six inches to a mechanically fastened joint should be avoided. When access cuts cross or come within six inches of a mechanically fastened joint, the fasteners shall be checked for tightness and if necessary, loose fasteners shall be seal welded or removed, and replaced for a distance of 6 inches beyond the edge of the cut. When a cut crosses a mechanically fastened seam the cut plates shall be repaired using single V welds backed with glass tape (MIL-C-20079) to prevent fusion between the mechanically fastened plates.

3.4 Ship integrity maintenance. The Contractor shall maintain safety and ship integrity by installing temporary guarding and coaming, in addition to weathertight and watertight closures. Remove these temporary fabrications after closing the hull access, and grind surfaces flush in way of removals. For shell plating cuts made at or below the waterline where temporary closures are impractical, the Contractor shall secure each vulnerable compartment and subdivision to minimize potential damage to the extent permitted by the scope and urgency of the work.

3.4.1 Guarding. Install temporary guards in accordance with 29 CFR 1915.73.

3.4.2 Coaming. Ensure that in areas where flammable liquids may be stored, a 4 inch high metal coaming shall be installed on the surface of the deck with tack welds and fully sealed with caulking compound. The coaming shall encircle the access cut in the deck.

3.4.3 Weathertight and contamination closures. Fabricate temporary closures, using fire retardant material, before cutting access openings and install closures whenever access is not in use. Closures shall be:

Constructed to protect the access from inclement weather and entry of contaminants (shall include a coaming or dam on the deck to redirect rain runoff away from the opening).

Fitted with fasteners that permit rapid installation and removal.

Able to support a minimum of 150 pounds per square foot for horizontal deck closures.

Where the access opening is in way of a removed hatch, scuttle or door, the closure shall be configured to allow normal passage of ship’s personnel and equipment.

3.4.4 Watertight closures. Ensure that access openings created four feet or less above the maximum anticipated waterline shall include temporary watertight closures when the vessel is waterborne.

NOTE

NAVSEA S0600-AA-PRO-160/CH16 provides requirements for design, fabrication, and installation of temporary watertight closures.”

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- 0)

6 (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

7 (Rev- 0)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

VESSEL NAME HULL #

WORK ITEM

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

DATE

TIME

ACTIVITY (SURFACE

PREPARATION, PRIMER COAT,

BARRIER COAT, TOP COAT,

ETC…)

LOCATION (FRAME &

DECK, RELATION TO

EQUIPMENT, ETC.)

TEMPERATURE % REL.

HUMID-

ITY

DEW

PT.

SURFACE AMBIENT ΔT

| DP -

SURFACE |

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

8 (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