VISE Specification Attachment-2.pdf

PDF 948 KB Posted Dec 22, 2025

Attached to: CGC VISE DRYDOCK REPAIRS Federal contract opportunity
Solicitation number: 70Z08526QIBCT0017
Issued by: Department of Homeland Security US Coast Guard

About this file

Written by GovTribe AI · Dec 22, 2025

This document is a detailed specification for the drydock repairs of the USCGC VISE (WLIC 75305) and USCG 68A Barge (68012) for Fiscal Year 2026. The comprehensive specification covers 44 distinct work items, including underwater hull preservation, equipment inspections, component renewals, and maintenance tasks for both the tender and barge. Key work includes ultrasonic testing of hull plating, preservation of underwater and freeboard surfaces, renewal of zinc anodes, propulsion shaft and rudder inspections, mechanical seal overhauls, and sea trial support.

The specification involves extensive technical requirements for surface preparation, coating systems, equipment removal and reinstallation, and precision alignment procedures. Notable government-furnished property includes propeller shafts, rudders, propellers, transducers, and mechanical seal overhaul kits. The work is solicited under Department of Homeland Security US Coast Guard contract number 70Z08526QIBCT0017, with the primary objective of maintaining the structural integrity, operational readiness, and performance of the USCGC VISE and its accompanying barge through comprehensive drydock maintenance and repair services.

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Other files for this federal contract opportunity

Other files attached to CGC VISE DRYDOCK REPAIRS, newest first.
File	Type	Posted
CGC VISE Attachment 2 Specification Rev-1 23 JAN 2026.pdf	PDF	Jan 28, 2026
CGC VISE-BARGE Amendment A0001.pdf	PDF	Jan 28, 2026
VISE - Attachment-1 Schedule B - Pricing .xls	XLS spreadsheet	Dec 22, 2025
VISE Attachment-3 Past Performance Form .docx	DOCX document	Dec 22, 2025
VISE Attachment-6 J and A.pdf	PDF	Dec 22, 2025
70Z08526QIBCT0017 CGC VISE -BARGE DRYDOCK.pdf	PDF	Dec 22, 2025
VISE Attachment-4 Request for Clarification.docx	DOCX document	Dec 22, 2025
CGC VISE Attachment-5 USCG Ombudsman Notice.pdf	PDF	Dec 22, 2025

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USCGC VISE (WLIC 75305)

USCG 68A BARGE (68012)

SPECIFICATION FOR DRYDOCK REPAIRS

FY2026

Developed By: Erik C Elasik

(Rev-1, 11 August 2025)

USCGC VISE (WLIC-75B) DRYDOCK AVAILABILITY FY2026

ii (Rev-1)

TABLE OF CONTENTS

Revisions Record .......................................................................................................................................... iv Consolidated List of References .................................................................................................................... v Consolidated List of Government-furnished Property .................................................................................. x Consolidated List of Critical Inspection Items ............................................................................................. xi Principal Characteristics - Tender .............................................................................................................. xii Principal Characteristics - Barge ............................................................................................................... xiii General Requirements WORK ITEM 1: Fire Prevention Requirements TYPE WORK ITEM 2: Hull Plating, U/W Body, Inspect - Tender WORK ITEM 3: Hull Plating, U/W Body, Ultrasonic Testing - Tender WORK ITEM 4: U/W Body, Preserve, 100 percent - Tender WORK ITEM 5: U/W Body, Preserve, Partial, Condition A WORK ITEM 6: Propulsion Shaft Rope Guards, Inspect WORK ITEM 7: Appendages, U/W, Internal, Preserve - Tender WORK ITEM 8: Voids, Non-Accessible, Leak Test - Tender WORK ITEM 9: Voids, Non-Accessible, Internal Surfaces, Preserve WORK ITEM 10: Tanks, MP Fuel Service, Clean and Inspect - Tender WORK ITEM 11: Propulsion Shafting; Remove, Inspect, and Reinstall WORK ITEM 12: Propulsion Shaft Bearings, External, Check Clearances WORK ITEM 13: Propulsion Shaft Bearings, External, Renew WORK ITEM 14: Stern Tube Interior Surfaces, Preserve, 100 Percent WORK ITEM 15: Propeller s, Remove, Inspect, and Reinstall WORK ITEM 16: Keel Coolers, Clean, Inspect and Hydro WORK ITEM 17: Fathometer Transducer, General Maintenance WORK ITEM 18: Rudder Assembly, Remove, Inspect And Reinstall WORK ITEM 19: Rudders, Preserve, 100 Percent WORK ITEM 20: Hull Fittings (Mooring and Towing), Inspect and Test - Barge WORK ITEM 21: Decks - Exterior, Preserve, Non-Skid Broadcast Grit System WORK ITEM 22: Cathodic Protection, Zinc Anodes, Renew, - Tender WORK ITEM 23: Drydock - Tender WORK ITEM 24: Temporary Services, Provide - Tender WORK ITEM 25: Sea Trial Performance, Support, Provide WORK ITEM 26: Hull Plating, U/W Body, Ultrasonic Testing - Barge WORK ITEM 27: Hull Plating, Freeboard, Ultrasonic Testing - Barge WORK ITEM 28: Fathometer Transducer, General Maintenance - Barge WORK ITEM 29: Temporary Services, Provide - Barge Barge WORK ITEM 30: Spud Wells, Preserve - Barge WORK ITEM 31: Spud Wells, Inspect - Barge WORK ITEM 32: Decks – Exterior (Buoy or Construction Deck), Preserve 100% WORK ITEM 33: Drydock - Barge WORK ITEM 34: Bilges, Inspect WORK ITEM 35: Bilges, Machinery Space, Clean and Inspect WORK ITEM 36: Watertight Doors and Scuttles, External, Renew WORK ITEM 37: U/W Body, Preserve, 100 percent - Barge WORK ITEM 38: U/W Body, Preserve, Partial, Condition A - Barge WORK ITEM 39: U/W Body, Preserve, Partial, Condition B - Barge WORK ITEM 40: Hull Plating Freeboard, Preserve, Partial - Barge WORK ITEM 41: Hull Plating Freeboard, Preserve, 100 Percent - Barge iii (Rev-1)

WORK ITEM 42: Cathodic Protection, Zinc Anodes, Renew - Barge WORK ITEM 43: Propulsion Shafting, Strain Gage Alignment, Inspect WORK ITEM 44: Propulsion Shaft Seals, Mechanical Overhaul and Inflatable Renew iv (Rev-1)

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.

v (Rev-1)

CONSOLIDATED LIST OF REFERENCES

The below-listed documents form a part of this specification to the extent specified herein. Approval/publication dates or revision dates/numbers are also identified, to ensure that same document versions are used at 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

100B-CGB_1604_1_1_-_2

75 WAGL 2200-010, -Rev D, Main Rudder Stock And Fittings For Jastram S2-16-2-35 Steering System

75 WAGL 2200-011, Rev D, Flanking Rudder Stock And Fittings For Jastram S2-16-2-35 Steering System

Coast Guard Bill of Materials 627 WMEC 327, Rev G, Watertight Doors, Hatches & Scuttles

Coast Guard Drawing 45 RB-M 180-256, Rev A , Foundations Cooling System

Coast Guard Drawing 45 RB-M 256-002, Rev A, Cooling System Propulsion

Coast Guard Drawing 45 RB-M 631-001, Rev F, Painting Schedule

Coast Guard Drawing 49A BUSL 529-001, Rev D, Bilge System

Coast Guard Drawing 55B ANB 4801-3, Rev C, Bilge System

Coast Guard Drawing 627 WMEC 167-001, Rev L, Schedule of Steel Doors, Hatches, Scuttles & Manholes

Coast Guard Drawing 68 CGB 0700-003, Rev-, 68FT Steel Barge Docking Block Arrangement (“A” and “B” Class)

Coast Guard Drawing 68 CGB 0700-003, Rev. -, 68FT Steel Barge Docking Block Arrangement (“A” and “B” Class)

Coast Guard Drawing 68 CGB 2602-001, Rev A, 68 CG Barge & Stern Log Spud Well Details

Coast Guard Drawing 68B CGB 0103-8, Rev -, General Arrangement Plan and Outboard Profile

Coast Guard Drawing 68B CGB 0103-8, Rev 1, General Arrangement Plan and Outboard Profile

Coast Guard Drawing 68B CGB 2901-004, Rev -, Curves of Form

Coast Guard Drawing 68B CGB 2901-004, Rev-, Curves of Form

Coast Guard Drawing 68-CGB 1112-2, Rev -, Transducer Wet Wall & Blister Installation

Coast Guard Drawing 75 WAGL 0103-4, Rev A, Booklet of General Plans

Coast Guard Drawing 75 WAGL 0700-004, Rev A, Docking Plan

Coast Guard Drawing 75 WAGL 2901-004, Rev -, Curves of Form

Coast Guard Drawing 75 WAGL 633-001, Rev A, Cathodic Protection

Coast Guard Drawing 75B WAGL 0500-001, Rev -, Lines and Offsets

Coast Guard Drawing 75B WAGL 0700-003, Rev -, 75FT “B” Class Towboat Docking Block Arrangement

Coast Guard Drawing 75B WAGL 103-6 (75304 and 75305), Rev -, Outboard Profile and Inboard Profile vi (Rev-1)

Coast Guard Drawing 75B WAGL 103-6 (75304 and 75305), Rev 7, Outboard Profile and Inboard Profile

Coast Guard Drawing 75B WAGL 1101-001, Rev 1, Shell Expansion

Coast Guard Drawing 75B WAGL 1101-003, Rev C, New Grid Cooler Pocket P/S to Suit 80MDDCD

SSDG (MALLET & VISE)

Coast Guard Drawing 75B WAGL 1101-004, Rev A, New Grid Cooler Pocket P/S to Suit IF1312 MDE

& 80MDDCD SSDG (SLEDGE)

Coast Guard Drawing 75B WAGL 1103-002, Rev 6, Hull Framing Plating

Coast Guard Drawing 75B WAGL 1103-003, Rev 1, Frames 4, 12, 16, 21, 31, & 36

Coast Guard Drawing 75B WAGL 4103-012, Rev D, Jacket Water Mods to Suit 80MDDCD SSDG

(MALLET & VISE)

Coast Guard Drawing 75B WAGL 4103-016, Rev B, Jacket Water Mods to Suit IF1312 MDE (MALLET

& VISE)

Coast Guard Drawing 75B WAGL 4103-019, Rev A, Jacket Water Mods to Suit IF1312 MDE &

80MDDCD SSDG (SLEDGE)

Coast Guard Drawing 75B WAGL 4301-005, Rev D, Shafting Installation to Suit IF 1312 MDE (VISE &

MALLET)

Coast Guard Drawing 75B WAGL 4301-006, Rev C, Shafting Installation to Suit IF 1312 MDE

(SLEDGE)

Coast Guard Drawing 75B WAGL 700-003, Rev-, 75FT “B” Class Towboat Docking Block Arrangement

Coast Guard Drawing 75B-WAGL 4301-5, Rev A, Shafting Installation to Suit If 1312 MDE (Vise & Mallet)

Coast Guard Drawing 75B-WAGL 4301-5, Rev C, Shafting Installation to Suit If 1312 MDE (Vise & Mallet)

Coast Guard Drawing 75B-WAGL 4301-5, Rev D, Shafting Installation to Suit If 1312 MDE (Vise & Mallet)

Coast Guard Drawing 75B-WAGL 4301-6, Rev -, Shafting Installation to Suit If 1312 MDE (Sledge)

Coast Guard Drawing 75B-WAGL 4301-6, Rev B, Shafting Installation to Suit If 1312 MDE (Sledge)

Coast Guard Drawing 75B-WAGL 4301-6, Rev C, Shafting Installation to Suit If 1312 MDE (Sledge)

Coast Guard Drawing 75B-WAGL-2200-007, Rev C, Flanking Steering System Arrangement For Jastram

S2-16-2-35 (SLEDGE, MALLET & VISE)

Coast Guard Drawing 75D WAGL 4301-003, Rev E, Shafting Installation to Suit IF 1312 MDE

Coast Guard Drawing 75-WAGL 4301-5, Rev N, Shafting Machining Details to Suit If 1312 MDE

Coast Guard Drawing 75-WAGL 4400-3, Rev L, Propeller to Suit IF1312 MDE

Coast Guard Drawing 75-WAGL 4301-5, Rev N, Shafting Machining Details to Suit If 1312 MDE

Coast Guard Drawing 75-WAGL 4400-3, Rev L, Propeller to Suit IF1312 MDE

Coast Guard Drawing Drawing 75B-WAGL-2200-006, Rev D, Steering System Arrangement For Jastram

S2-16-2-35 (SLEDGE, MALLET & VISE)

Coast Guard Drawing Drawing 75B-WAGL-2200-010, Rev F, Rudder Post Installation For Jastram S2- 16-2-35 Steering System (SLEDGE, MALLET & VISE)

Coast Guard Drawing FL 6713-203, Rev -, CRP-V850 Transducer (SS505) Adapter Assembly

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

Coast Guard Fleet Drawing FL 2804-22, Rev-, Consolidated Visual ID for Cutters

NAVSEA Drawing 167-7379842, Rev A, Procedure & Welding Sequence for Non-Ballistic, Watertight & Airtight Quick Acting or Individually Dogged Personnel Doors vii (Rev-1)

NAVSEA Drawing 803-921865, Rev R, Cathodic Protection Hull Zinc Anodes

COAST GUARD PUBLICATIONS

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

Coast Guard Technical Publication (TP) 3494, 09-DEC-03, Shaft Seal - Type Fse

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

Coast Guard Technical Publication (TP) 5491, SWBS 256, Apr 2013, Keel Grid Cooler (Duramax)

Fire Prevention and Response

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

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General Requirements

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

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

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2022, Welding and Allied Processes

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

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2022, Auxiliary Machine Systems

Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), 2022, Fire Prevention and Response

Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), Latest Version, Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures

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

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

Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), 2022, Drydocking

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

OTHER REFERENCES

ASTM International (ASTM) D3359, 2009, Standard Test Methods for Measuring Adhesion by Tape Test

ASTM International (ASTM) D4138, 2013, Standard Practices for Measurement of Dry Film Thickness of Protective Coating Systems by Destructive, Cross-Sectioning Means

ASTM International (ASTM) D5363, 2016, Standard Specification for Anaerobic Single-Component Adhesives (AN)

Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual viii (Rev-1)

Code of Federal Regulations (CFR) Title 29, Part 1915, Occupational Safety and Health Standards for Shipyard Employment

Commercial Item Description (CID) A-A-52624, Nov 2008, Antifreeze, Multi Engine Type, Ethylene Glycol (For Caterpillar equipment applications, use CAT Extended Life Pre-Mix coolant.)

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

Commercial Item Description (CID) A-A-59316, 2016, Abrasive Materials; for Blasting

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

International Standard For Organization (ISO) 484/2, 1981, Shipbuilding - Ship Screw Propeller - Manufacturing Tolerances - Part 2: Propellers of Diameter Between 0.80 and 2.50 m, Inclusive

MIL PRF-16173, Sep 2006, Corrosion Preventive Compound, Solvent Cutback, Cold-Application

MIL-A-18001, May 2005, Anodes, Sacrificial Zinc Alloy (Commercially Accepted - ASTM B418)

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

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

Military Specification MIL-A-22262B, March 1996, Abrasive Blasting Media Ship Hull Blast Cleaning

MIL-PRF-16173, 2006, Corrosive Preventive Compound, Solvent Cutback, Cold Application

MIL-PRF-16173, Sep 2006, Corrosion Preventive Compound, Solvent Cutback, Cold-Application

MIL-PRF-24647, 2013, Paint System, Anticorrosive and Antifouling, Ship Hull

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

MIL-PRF-24647, Jun 2006, Paint System, Anticorrosive and Antifouling, Ship Hull

MIL-S-45180, 1998, Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant

MIL-S-45180, 1998; Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant

NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for Fabrication, Welding, and Inspection of Submarine Structure

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) 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), 2015, Solvent Cleaning

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.1 (SSPC-SP 1), 2015, Solvent Cleaning

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

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

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

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2004, Power Tool Cleaning

The Society for Protective Coatings (SSPC) Surface Preparation Standard No. 11 (SSPC-SP 11), 2013, Power-Tool Cleaning to Bare Metal

The Society for Protective Coatings (SSPC), January 2015, Paint Application Specification No. 2 (PA-2), Procedure for Determining Conformance to Dry Coating Thickness Requirements

The Society for Protective Coatings (SSPC)/NACE International (NACE) 2007, Joint Surface Preparation Standard SSPC-SP 10/NACE No. 2, Near-White Metal Blast Cleaning ix (Rev-1)

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

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

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

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 12/NACE No.5, 2007, Surface Preparation and Cleaning of Steel & Other Hard Materials by High and Ultrahigh Pressure Water Jetting

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

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

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

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

The Society for Protective Coatings SSPC-SP 10/NACE No.2, Jan 2007, Near-White Blast Cleaning

The Society for Protective Coatings SSPC-SP 11, Jul 2012, Power Tool Cleaning to Bare Metal x (Rev-1)

CONSOLIDATED LIST OF GOVERNMENT-FURNISHED PROPERTY

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

WORK

ITEM

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST

($/UNIT)

11 Y **Propeller shaft NSN: 2010-01-557-1512 1 ea. 19,184.17 15 Y Propeller right hand NSN: 2010-01-534-9089 1 ea. 10,129.00 15 Y Propeller left hand NSN: 2010-01-534-9095 1 ea. 10,129.00 16 N Coolant (QTY in gallons)

NSN: PN: 200

16 Y MDE Keel Cooler NSN: 2040-01-F11-2291 PN:

SC-418DP-114

2 $10,621.50

17 N ***Fathometer Transducer, Shallow Water, 50-200 kHz

(Airmar Technology

SS555)

NSN: 5845-01-465-9723 1 ea. 334.95

18 Y **Rudder - Steering NSN: 2040-01-530-9095 2 ea. 42,634.59 18 Y **Rudder - Flanking NSN: 2040-01-531-4393 2 ea. 51707.25 18 N **Upper Rudder bearing (SKF PN

23222CC/W33)

NSN: 3110-01-F11-2241 4 ea. 709.75

18 N Rudder EL Seal, Major Overhaul Kit (WLP-

001427001)

NSN: 5330-01-646-5935 4 ea. 3,795.62

23 Y *Transducer Cover Plate

N/A 1 ea. 50.00

28 N ***Fathometer Transducer, Shallow Water, 50-200 kHz

(Airmar Technology

SS505)

NSN: 5845-01-470-2500 2 ea. 1843.63

33 Y *Transducer Cover Plate

N/A 4 ea. 50.00

36 N 21 inch Diameter Quick-Acting

Watertight Flush Scuttle, Steel, 3-Dog, Fwd Hinge (including associated coaming)

N/A 6 ea. 8,800.00

44 N Wartsila FSE H74537- 02 Major Overhaul Kit

(WLP001365-001)

NSN: 01-560-3274 2 ea. 7,680.00

*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-1)

CONSOLIDATED LIST OF CRITICAL INSPECTION ITEMS

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

Work Item

Title

3 Hull Plating, U/W Body, Ultrasonic Testing - Tender

4 U/W Body, Preserve, 100 percent - Tender

8 Voids, Non-Accessible, Leak Test - Tender

11 Propulsion Shafting; Remove, Inspect, and Reinstall

12 Propulsion Shaft Bearings, External, Check Clearances

13 Propulsion Shaft Bearings, External, Renew

18 Rudder Assembly, Remove, Inspect And Reinstall

23 Drydock - Tender

26 Hull Plating, U/W Body, Ultrasonic Testing - Barge

33 Drydock - Barge

37 U/W Body, Preserve, 100 percent - Barge

44 Propulsion Shaft Seals, Mechanical Overhaul and Inflatable Renew xii (Rev-1)

PRINCIPAL CHARACTERISTICS - TENDER

75' WLIC (B-CLASS), TENDER

PHYSICAL

Length overall 75' 0" Depth 7' 7-3/4" Maximum beam 22' 0" Height of highest projection 32' 0" Full load draft 4' 8 3/4" LCF Draft Full load displacement 158.21 Long Tons Fresh Water Shore tie voltage requirements N/A Frame spacing 1' 6"

HULL

Hull material Steel

MACHINERY

Number of propellers 2 Number of blades 4 Diameter of propeller 48" Pitch 40" fixed

RPM 400

Shaft diameter 4.5”

TANK CAPACITIES

Fuel tanks Fresh water tanks Lube oil xiii (Rev-1)

PRINCIPAL CHARACTERISTICS - BARGE

68’ CGB (A-CLASS: 68012 – 68014), BARGE

PHYSICAL

Length overall 68' 6-1/2" Depth 7' 0" Maximum beam 28' 0" Full load draft 3' 0" Full load displacement 117 Long Tons Shore tie voltage requirements 440 VAC / 3 Phase Frame spacing 1' 0"

1 (Rev-1)

00000_0725_FLT

REC_00000_FLT_Commercial Project @ Contractor’ Facility (0121)

General Requirements

1. SCOPE

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

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

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

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

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

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

Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), Latest Version, Fire Prevention and Response

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

OTHER REFERENCES

Code of Federal Regulations (CFR) Title 29, Part 1915, Occupational Safety and Health Standards for Shipyard Employment

NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for Fabrication, Welding, and Inspection of Submarine Structure

2 (Rev-1)

3. REQUIREMENTS

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

3.1.1 The Contractor must conform to all requirements specified in SFLC Std Spec 5550 and in the Fire Protection and Response work item, as applicable, during the performance of this availability.

3.1.1.1 Fire Safety Plan submission. The Contractor must submit a copy of the CFR 1915, Subpart P, Fire Safety Plan with the Contractor’s bid when work will be conducted in a Contractor–owned facility. Include any MOA(s) with local firefighting facilities.

3.1.1.2 Fire Plan submission. The Contractor must submit a copy of the developed availability specific fire plan as requested in the Fire Protection and Response work item, with the Contractor’s bid.

NOTE

NAVSEA drawings listed will be available FOR INSPECTION ONLY from the Coast Guard Port Engineer post-award. SFLC will not redistribute NAVSEA documents.

Contractors can apply to NAVSEA headquarters directly for copies.

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

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

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

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

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

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

3.3.3 In-process quality control measures. The Contractor must abide by all the safety, preservation, and quality control requirements specified in SFLC Std Spec 0000, paragraph 3.2.4.2 (In-process QC measures for “critical-coated surfaces”).

3.3.3.1 Quality control requirements. The Contractor must abide by the following when performing preservation related inspections. The following measurements must be randomly spaced throughout for the purposes of providing a representation of the entire prepared or coated surface.

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3.3.3.1.1 Surface profile measurements. One surface profile measurement must be taken for every 200 square feet for the first 1000 square feet; for each additional 500 square feet or less, one profile measurement must be taken.

Profile measurements must be taken in accordance with SFLC Std Spec 6310, paragraph 3.1.8.3 (Surface profile measurements). A “measurement” for surface profile is defined as follows:

ASTM D4417, Method B: One profile measurement is the average (mean) of 10 individual readings.

ASTM D4417, Method C: One profile measurement is the average (mean) of 2 individual readings.

3.3.3.1.2 Soluble salt conductivity measurements. 5 conductivity measurements must be taken every 1000 square feet. For submerged (immersed) applications conductivity measurements must not exceed 30 microsiemens/cm.

For non-submerged (non-immersed) applications conductivity measurements must not exceed 70 microsiemens/cm. If a conductivity check fails, clean the surface in accordance with SFLC Std Spec 6310, paragraph 3.1.8.5 (Soluble salt removal).

3.3.3.1.3 Coating thickness measurements. Three area measurements must be taken for the first 1000 square feet;

for each additional 1000 square feet, perform an additional area measurement. A “measurement” for coating thickness is defined as follows:

SSPC-PA 2 defines an area measurement as 5 separate spot measurements randomly spaced throughout a 100 square foot area.

SSPC-PA 2 defines a spot measurement as 3 gage readings and each new gage reading the probe must be moved to a new location within a 1.5-inch diameter circle defining the spot.

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

NOTE

NAVSEA approval is NOT required for welding procedures submitted but the procedures must be reviewed and shown to satisfy the requirements set forth in NAVSEA TP 1688, by a welding regulatory agency. The requirements for welding Strenx 900 are considered the same as those for welding HY-130.

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

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

3.5.1.2 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

4 (Rev-1) 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 is required to promptly conduct tests and procedures for the purpose of assessing whether operations are in compliance with applicable Environmental Laws. Analytical work must be done by qualified laboratories; and where required by law, the laboratories must be certified.

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

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

ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas; ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40 CFR requirements and individual position requirements; coordinate removal of waste containers; and maintain the Environmental Records binder and required documentation, including environmental permits compliance and close-out.

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

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

3.7 SFLC Standard Specification approved changes. Approved updates to the 2022 SFLC Standard Specifications will appear here.

3.7.1 SFLC Standard Specification 5550: Replace paragraph 3.11.3 to state, “Material supporting imminent work shall be brought on the cutter and stored where the work is being performed. Material that appreciably contributes to fire load shall be removed at the end of each work shift when personnel are not present. Trash, debris, and packaging materials shall be promptly removed from the vessel at the end of each work shift and not allowed to accumulate.” Advance the paragraph numbering of the Fire Prevention and Safety Inspection form to 3.11.4.

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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.

6 (Rev-1)

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

VESSEL NAME HULL # WORK ITEM

WORK ITEM TITLE

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

CHECKPOINT 1 – COATING SYSTEM COMPLIANCE

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

CHECKPOINT 2 - PAINT STORAGE

Ensure all coatings are kept at a temperature of 65 to 85°F at all times, unless otherwise specified by the coating 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/AMPP INSPECTOR SIGNATURE CERT. # DATE / TIME

NAME OF CG REPRESENTATIVE SIGNATURE UNIT DATE/TIME

7 (Rev-1)

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 |

8 (Rev-1)

QA-3a - QUALITY ASSURANCE INSPECTION FORM

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

VESSEL NAME HULL # WORK ITEM

LOCATION OF WORK (FRAME REFERENCES) AREA (SQFT)

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/AMPP No. 2

SSPC-SP WJ-2/AMPP WJ-2

SSPC-SP-3

SSPC-SP-11

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

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

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

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

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

Place Surface Profile Replica Tape Here