Amd 0001 70Z08523Q2193700 signed.pdf

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

MARCELLA V. BROWN

SUBJECT: RFQ No. 70Z08523QP3002189 Dockside Repairs FY2023 FQ2 USCGC MIDGETT

The purpose of this amendment is to: Delete Work Item 09, D-009 Potable Water Pneumatic Tank, Clean and Inspect from the Schedule of Pricing Attachment #1 and Specification Attachment #2 and extend receipt of proposals.

See page 2 of this amendment for more details.

United States Coast Guard Surface Forces Logistics Center U.S. Coast Guard Island, Building 55 Alameda CA 94501-5100

Same as Block 6

70Z08523QP3002189

1 2

SEE BLK 16C

09/06/2023

9/13/2023

70Z08523Q2193700 Amendment No. 0001

DESCRIPTION OF AMENDMENT

1. The purpose of this amendment is to delete Work Item 009, D-009 Potable Water Pneumatic Tank, Clean and Inspect from the Schedule of Pricing Attachment #1 and Specification Attachment #2 and extend receipt of proposals.

2. The Government has revised Attachment #2 Scope of Work dated Revision #1 dated 09/05/2023 in lieu of Scope of Work, Revision 0 dated 06/23/2023 to delete Work Item 009, Potable Water Pneumatic Tank, Clean and Inspect CANCELLED. See revised SOW on this amendment.

3. The Government has revised Attachment #1 Schedule of Pricing for the removal of Definite Item, D-009 Potable Water Pneumatic Tank, Clean and Inspect being cancelled from requirement.

The time and date set for receipt of proposal is extended to 06 October 2023 at 1:00 p.m. Pacific Time).

USCGC MIDGETT (WMSL 757)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2024

Developed By: Christian L Jaictin

(Rev-1, 05 September 2023)

MVBrown Typewritten Text

70Z08523Q2193700

AMENDMENT 0001

USCGC MIDGETT (WMSL-418) DOCKSIDE AVAILABILITY FY2024

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 ........................................................................................... xii Principal Characteristics ............................................................................................................................ xiii General Requirements WORK ITEM 1: Tanks (Ballast), Clean and Inspect WORK ITEM 2: Tanks (Ballast), Preserve (Partial) WORK ITEM 3: Tanks (MP Fuel Storage and Overflow), Clean and Inspect WORK ITEM 4: Tanks (MP Fuel Overflow), Preserve (Partial) WORK ITEM 5: Circuit Breakers (Draw Out), Inspect and Test WORK ITEM 6: Fire Detection System, Inspect and Test WORK ITEM 7: Miscellaneous System Relief Valves, 5 Year Certification WORK ITEM 8: Reverse Osmosis, System Groom WORK ITEM 9: High Purity Water Tank, Clean And Inspect CANCELLED WORK ITEM 10: Cargo Handling Elevator, Annual Inspection and Test, Perform WORK ITEM 11: Anchor Windlass Flexible Hoses, Renew WORK ITEM 12: Anchor Windlass Level 2, Inspect and Repair WORK ITEM 13: Forward and Aft Capstans, Level 2 Overhaul WORK ITEM 14: Stern Boat Launch and Recovery, Level II WORK ITEM 15: Folding Boom Cranes, Biennial Maintenance, Perform WORK ITEM 16: Helo Hangar Door, Inspect and Test WORK ITEM 17: Sewage Holding Tank(s), Clean and Inspect WORK ITEM 18: Tanks (Sewage Holding Tank), Preserve (100%) WORK ITEM 19: Grey Water Holding Tank(s), Clean and Inspect WORK ITEM 20: Tanks (Grey Water Holding), Preserve (100%) WORK ITEM 21: Oily Water Separator (OWS) System, Inspect and Groom WORK ITEM 22: Incinerator, Inspect and Test WORK ITEM 23: Deck Covering (Polymeric), Seal WORK ITEM 24: FWD Gray Water Tank Strainers, Install WORK ITEM 25: Aft Gray Water Piping, Modify WORK ITEM 26: Temporary Services, Provide 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 801-001, Rev A, Booklet of General Plans

Coast Guard Drawing 418A-WMSL-100-001, Rev A, General Arrangement

Coast Guard Drawing 418A-WMSL-100-001, Rev B, General Arrangements

Coast Guard Drawing 418A-WMSL-100-001, Rev B, General Arrangements

Coast Guard Drawing 418A-WMSL-100-006, Rev A, Inboard and Outboard Profiles

Coast Guard Drawing 418A-WMSL-101-005, Rev A, Shell Expansion Scantlings

Coast Guard Drawing 418A-WMSL-114-001, Rev -, Fairwaters and Rope Guard Installation Details & L/M

Coast Guard Drawing 418A-WMSL-114-002, Rev N-A, Stern Tube Bossing and Shaft Handling Padeyes

Coast Guard Drawing 418A-WMSL-528-001, Rev A, Plumbing and Interior Deck Drain Diagram

Coast Guard Drawing 418A-WMSL-530-001, Rev C, Potable Water System Diagram

Coast Guard Drawing 418A-WMSL-530-001, Rev C, Potable Water Systems Diagram

Coast Guard Drawing 418A-WMSL-540-001, Rev B, Fuel Oil Diagram

Coast Guard Drawing 418A-WMSL-540-002, Rev A, Diesel Engine and Gas Turbine LO fill, Trans, & Service System

Coast Guard Drawing 418A-WMSL-542-001, Rev A, JP-5 System Diagram

Coast Guard Drawing 418A-WMSL-551-001, Rev A, Compressed Air Diagram

Coast Guard Drawing 418A-WMSL-555-001, Rev A, AFFF System Diagram

Coast Guard Drawing 418A-WMSL-593-001, Rev A, Bilge & Oil Pollution Control System Diagram

Coast Guard Drawing 418A-WMSL-593-002, Rev B, Sewage System Diagram

Coast Guard Drawing 418A-WMSL-801-001 Rev B, Booklet of General Plan

Coast Guard Drawing 418A-WMSL-801-001, Rev -, Booklet of General Plans

Coast Guard Drawing 418A-WMSL-801-001, Rev A Booklet of General Plans

Coast Guard Drawing 418A-WMSL-801-001, Rev A, Booklet of General Plans

Coast Guard Drawing 418A-WMSL-801-004, Rev A, Booklet of General Plans

Coast Guard Drawing 750-WMSL_100_023, Rev J, Unit 2120 Structure – 1st Pltf to 2nd Deck Fr 35 to Fr 44 (ASC100212)

Coast Guard Drawing 750-WMSL_100_13, Rev L, Unit 1210 Structure – Inner Bottom to 1st Platform – Fr 10 to Fr 22 (ASC100121) v (Rev-0)

Coast Guard Drawing 750-WMSL_100_17, Rev L, Unit 1310 Structure – Inner Bottom to 1st Platform – Fr 22 to Fr 35 (ASC100131)

Coast Guard Drawing 750-WMSL_100_23, Rev J, Unit 2120 Structure – 1st Platf to 2nd Deck Fr 35 to Fr

44 (ASC100212)

Coast Guard Drawing 750-WMSL_100_40, Rev L, Unit 3210 Structure – Inner Bot to 1st Platform – Fr 76 to Fr 88 (ASC100321)

Coast Guard Drawing 750-WMSL_100_40, Rev L, Unit 3210 Structure – Inner Bot To 1st Platform – Fr 76 To Fr 88 (ASC100321)

Coast Guard Drawing 750-WMSL_520_1, Rev H, Seawater Cooling System Diagram (ASC520001)

Coast Guard Drawing 750-WMSL-085-012, Rev B, Docking Drawing (NSC 8 SRD) (ASC085007H)

Coast Guard Drawing 750-WMSL-085-025, Rev -, Compartment Areas & Volumes NSC 3 & Follow

(AS3085012)

Coast Guard Drawing 750-WMSL-100-083 Rev A, General Arrangements NSC5 & Follow (AS5100001)

Coast Guard Drawing 750-WMSL-100-083, Rev A, General Arrangements NSC 5 & Follow

Coast Guard Drawing 750-WMSL-100-36, Rev N, Unit 3110 Structure 1st Platform and Below Frs 65-77

(ASC100311)

Coast Guard Drawing 750-WMSL-100-37, Rev H, Unit 3120 Structure – 1st Platf to 2nd Dk- Fr 64 to Fr

76 (ASC100312)

Coast Guard Drawing 750-WMSL-100-531, Rev D, Structural Mods Iwo New Aft Folding Cranes, Hamilton, James & Munro

Coast Guard Drawing 750-WMSL-114-012, Rev -, Rudder and Appendages Drawing (ASC114006H)

(NSC 8)

Coast Guard Drawing 750-WMSL-161-001, Rev F, Strut Castings (ASC161001)

Coast Guard Drawing 750-WMSL-161-002, Rev A, Stern Tube & L/M (ASC161002)

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-243-007, Rev E, Propulsion Shafting System Arrangement

(ASC243008)

Coast Guard Drawing 750-WMSL-243-021, Rev -, Propulsion Shafting and Appendage (ASC243001H)

(SRD) (NSC 8)

Coast Guard Drawing 750-WMSL-300-024, Rev C, Unit 2240 - Main Dk Fr 44 to Fr 52 Arr of Elect Eqpt

(ASC300224)

Coast Guard Drawing 750-WMSL-303-002, Rev D, Coordination of Protective Devices (ASC303004)

Coast Guard Drawing 750-WMSL-320-010, Rev G, Power Sys Deck Plan – Second Dk, Aft of Fr 52

(ASC3200016)

Coast Guard Drawing 750-WMSL-320-012, Rev G, Power Sys Deck Plan – Main Deck Fwd of Fr 52

(ASC320007)

Coast Guard Drawing 750-WMSL-320-016, Rev F, Power Sys Deck Plan – 01 Level (ASC320009)

Coast Guard Drawing 750-WMSL-320-038, Rev B, Electrical One Line Diagram (ASC320001)

Coast Guard Drawing 750-WMSL-320-579, Rev -, Electrical Installations Iwo New Aft Folding Cranes

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)

vi (Rev-0)

Coast Guard Drawing 750-WMSL-436-014, Rev -, Fire Detection and Control System Schematic

(ASC436028)

Coast Guard Drawing 750-WMSL-500-002, Rev E, Resilient Hanger Details & Installation (ASC500002)

Coast Guard Drawing 750-WMSL-501-004, Rev D, Misc Independent Tanks Design and Details and

L/M (ASC501004)

Coast Guard Drawing 750-WMSL-505-001, Rev C, List of Relief Valves (ASC505001)

Coast Guard Drawing 750-WMSL-505-006, Rev D, List of Hoses (ASC505006)

Coast Guard Drawing 750-WMSL-508-001, Rev C, Piping And Machinery Insulation And L/M

(ASC508001)

Coast Guard Drawing 750-WMSL-516-002, Rev J, Chilled Water System Diagram (ASC516002)

Coast Guard Drawing 750-WMSL-528-015, Rev E, Plumbing & Interior Deck Drains and Vent System Unit 2110 (ASC528211-PD)

Coast Guard Drawing 750-WMSL-528-502, Rev -, Forward Gray Water Tank Transfer to Aft Tank

Coast Guard Drawing 750-WMSL-528-503, Rev A, Aft Gray Water Tank Strainer Install

Coast Guard Drawing 750-WMSL-528-504, Rev -, FWD Gray Water Tank Strainer Install

Coast Guard Drawing 750-WMSL-530-001, Rev G, Potable Water Systems Diagram

Coast Guard Drawing 750-WMSL-530-019, Rev D, Potable Water Unit 3120

Coast Guard Drawing 750-WMSL-530-019, Rev E, Potable Water Unit 3120 (ASC 530312-PW)

Coast Guard Drawing 750-WMSL-556-008, Rev D, Anchor Windlass Hydraulic Diagram (ASC556005)

Coast Guard Drawing 750-WMSL-556-019, Rev D, Misc. Hydraulic Piping Unit 1240 (ASC556124-HY)

Coast Guard Drawing 750-WMSL-562-002, Rev C, Rudder (ASC562002)

Coast Guard Drawing 750-WMSL-572-002, Rev D, Elevator Arr & Instl (ASC572002)

Coast Guard Drawing 750-WMSL-582-001, Rev D, Anchoring, Mooring, and Towing Arrangement

(ASC582001)

Coast Guard Drawing 750-WMSL-582-002, Rev H, Mooring and Towing Arrangement (ASC582002) (Unsigned)

Coast Guard Drawing 750-WMSL-582-503, Rev -, Mooring Arrangement

Coast Guard Drawing 750-WMSL-583-004, Rev K, Stern Launch & Recovery Arrangement & Details

(ASC583004)

Coast Guard Drawing 750-WMSL-583-508, Rev -, Installations IWO Aft Folding Cranes

Coast Guard Drawing 750-WMSL-593-011, Rev B, Solid Waste System Schematic (ASC593026)

Coast Guard Drawing 750-WMSL-801-013, Rev -, Booklet of General Plans (ASC801001H) (SRD)

(NSC 8)

Coast Guard Drawing FL-1702-11, Rev -, Inspection Of Sheaves

Coast Guard Fleet Drawing FL-1702-11, Rev -, Inspection of Sheaves

COAST GUARD PUBLICATIONS

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

Coast Guard Technical Publication (TP) 7082, SWBS 533, Dec 2020, Potable and Chilled Water Tanks

Coast Guard Technical Publication (TP) 7087, Jan 2022, Pressure Relief Valve

Coast Guard Technical Publication (TP) 7107, SWBS 531, Jun 2007, Reverse Osmosis Water Purifier-

SW6994463CNG

Coast Guard Technical Publication (TP) 7108A, SWBS 573, Jan 2022, Stores Elevator - Model 20833 vii (Rev-0)

Coast Guard Technical Publication (TP) 7165, 7-Feb 2019, Ship Service Switchboards 1S, 2S, 3S and 1SP Shore Power Volume 1

Coast Guard Technical Publication (TP) 7166, 7-Feb 2019, Ship Service Switchboards 1S, 2S, 3S and 1SP Shore Power Volume 2

Coast Guard Technical Publication (TP) 7167, 7-Feb 2019, Ship Service Switchboards 1S, 2S, 3S and 1SP Shore Power Volume 3

Coast Guard Technical Publication (TP) 7181A, SWBS 169, Jan 2022, Helo-Hangar Doors - operation & Maintenance Manual

Coast Guard Technical Publication (TP) 7346A, SWBS 593, May 2019, Bilge Water Separator Ultra-Sep

Coast Guard Technical Publication (TP) 7809, SWBS 583, Apr 2021, Boat Retrieval Equipment – Boat Hoist, Centerline & Carriage Winches

Coast Guard Technical Publication (TP) 7903, SWBS 583, Apr 2019, Aft Boat handling system –Model

FB90-28

Coast Guard Technical Publication (TP) 7946, SWBS 593, May 2021, Incineration Plant - Installation, Operation, Maintenance & Spare Parts

Coast Guard Technical Publication (TP) 9556, SWBS 436, Feb 2022, Fire Detection System (For Hull 755)

Coast Guard Technical Publication (TP) 9557, SWBS 582, Jun 2021, Forward & Aft Capstan – Model 4A0100

Coast Guard Technical Publication (TP) 9701, SWBS 436, Sept 2020, Fire Detection System (For Hull 756)

Coast Guard Technical Publication (TP) 9847, SWBS 436, July 2022, Fire Detection System (For Hull 758)

Fire Prevention and Response

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

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), 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), 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 0850 (SFLC Std Spec 0850), 2022, General Requirements for Drawing Preparation

Surface Forces Logistics Center Standard Specification 3020 (SFLC Std Spec 3020), 2022, Overhaul AC Electrical Motors

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

Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2022, Shipboard Electrical Cable Test viii (Rev-0)

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 3042 (SFLC Std Spec 3042), 2022, Shipboard Electrical Cable Removal, Relocation, Splice, Repair, and Installation

Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2022, Shipboard Electrical Cable Removal, Relocation, Splice, Repair, And Installation

Surface Forces Logistics Center Standard Specification 3100 (SFLC Std Spec 3100), 2022, Inspect, Test and Recondition AC Synchronous Machines In-Place

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

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), 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 6341 (SFLC Std Spec 6341), 2022, Install Interior Deck Covering Systems

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

OTHER REFERENCES

Air Capable Ship Aviation Bulletin 1L (2009)

American National Standards Institute (ANSI/EASA) AR100-2020, Recommended Practice for the Repair of Rotating Electrical Apparatus

American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2019, Disinfection of Water-Storage Facilities

American Society of Mechanical Engineers (ASME) A17.2, Guide for the Inspection of Elevators, Escalators and Moving Walks.

ANSI/EASA Standard AR100-2015: Recommended Practice for the Repair of Rotating Electrical Apparatus

ANSI/EASA Standard AR100-2020, Recommended Practice for the Repair of Rotating Electrical Apparatus.

ASTM International (ASTM) D1330, 2022, Standard Specification for Rubber Sheet Gaskets

Code of Federal Regulations (CFR) Title 29, Part 1910, Subpart T, 2023, Commercial Diving Operations

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

MIL-D-16791G, 2020, Detergents, General Purpose (Liquid, Nonionic)

MIL-PRF-24613A, 2017, Deck Covering Materials, Interior, Cosmetic Polymeric

MIL-PRF-24667C w/Int. Amendment 1, 2018, Coating System, Non-Skid, for Roll, Spray, or Self- Adhering Application

National Fire Protection Association (NFPA) 72, 2019 Edition, National Fire Alarm and Signaling Code ix (Rev-0)

Naval Sea System Command (NAVSEA) Technical Manual (TM) S6435-TP-MMI-010, Rev 5, Angle Relief Valves BCS Series for Air/Gas Service

Naval Sea Systems Command (NAVSEA) Technical Manual (TM) S6435-TL-MMI-010, Rev 9, Angle Relief Valve – Type D50

Naval Sea Systems Command (NAVSEA) Technical Manual (TM) S6435-UU-MMO-010, Rev 5, Angle Relief Valve – Model D50FF

NAVSEA 4730/3, 2004, Driver Hull Inspection Data

NAVSEA S0600-AA-PRO-170, Rev 2 Change A, 2014, Underwater Ship Husbandry Manual, Chapter 17 Inspections

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

NFPA 70E: 2015 Edition Standard for Electrical Safety in the Work Place

Schneider Electric Maintenance and Field Testing Guide for Masterpact NT and NW Circuit Breaker Instruction Bulletin No.06131b1202 Oct 2014

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), 2016, Bare Metal Power Tool Cleaning

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.3 (SSPC-SP 3), 2018, Power Tool Cleaning

Underwater Ship Husbandry Manuals

USEPA Test Method 1664, Feb 1999, N-Hexane Extractable Material and Silica Cell Treated N-Hexane Extractable Material by Extraction and Gravimetry.

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)

9 N Bladder, Water NSN: 4510-01-601-2564 PN:

660603996 1 ea. 2,506.00

15 N Spring, Sheave NSN: 5360-01-672-8829 PN:

P2-965-0024

8 ea. 185.00

15 N Pins, Spring NSN: 5315-01-672-8220 PN:

B2-066-0056

6 ea. 400.00

15 N Pins, Cotter NSN: 5315-01-672-8187 PN:

81-E-0628

6 ea. 1.50

15 N Flat Washer, 2 ½” Nominal, TY A 5”OD x 2 5/8” ID x 0.238”

THK

NSN: 5310-01-672-8737 PN:

61-E-16

6 ea. 1.50

15 N Jacking Bolt, Sheave NSN: 5306-01-672-9033 PN:

B2-033-0026

8 ea. 275.00

15 N Lubricating Oil, Gear PN: MOBILGEAR SHC 220 40 gal. 100.00 15 N Carriage Winch Brake

Spring PN: P2-965-0021 Rev A 2 ea. 1,400.00

15 N Carriage Winch Brake Band Assembly

PN: C2-423-0007 2 ea. 150.00

15 N Centerline Winch Brake Spring

PN: P2-965-0021 Rev A 1 ea. 1,400.00

15 N Centerline Winch Brake Band Mounting

Spring

PN: P2-965-0022 NSN: 5360-

01-598-3504

1 ea. 1,750.00

15 N Centerline Winch Brake Band Assembly

PN: C2-423-0005 NSN: 3950-

01-598-3240

1 ea. 154.00

15 N Centerline Winch Clutch Shoe

PN: A2-084-0004 2 ea. 2,700.00

15 N Centerline Winch Torsional Clutch

Spring

PN: P2-965-0020 1 ea. 950.00

15 Y *CB-OTH Mark IV N/A 1 ea. N/A 15 Y *Long Range

Interceptor II N/A 1 ea. N/A

16 Y *CB-OTH Mark IV (Coast Guard Drawing

26B-CB-IV-801-001)

N/A 1 ea. N/A

16 Y *Long Range Interceptor II (LRI-II)

Cutter Boat

N/A 1 ea. N/A

22 Y Monitor, Smart Bilge NSN: 2040-01-600-0112Â 1 ea 4,700.00 26 N Strainer, Sediment (3 NSN: 4730-01-428-3199 2 ea. 5,500.00 xi (Rev-0) inch IPS, Simplex Basket, 1/2 inch

Perforated) *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 xii (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 (Ballast), Clean and Inspect

3 Tanks (MP Fuel Storage and Overflow), Clean and Inspect

5 Circuit Breakers (Draw Out), Inspect and Test

6 Fire Detection System, Inspect and Test

8 Reverse Osmosis, System Groom

12 Anchor Windlass Flexible Hoses, Renew

13 Anchor Windlass Level 2, Inspect and Repair

16 Folding Boom Cranes, Biennial Maintenance, Perform

17 Helo Hangar Door, Inspect and Test

18 Sewage Holding Tank(s), Clean and Inspect

20 Grey Water Holding Tank(s) and Lift Stations, Clean and Inspect

22 Oily Water Separator (OWS) System, Inspect and Groom xiii (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_0522_FLT

REC_00000_FLT_Commercial Project @ CG Facility (0121)

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), 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-0)

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.

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, seven (7) days before the Arrival Conference.

NOTE

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

Contractors can apply to NAVSEA headquarters directly for copies.

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

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

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

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

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

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

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

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

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

3 (Rev-0)

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 “measurements” for coating thickness is defined as follows:

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

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

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

3.4.1 HY-130 material substitution. The Contractor must be aware that HY-130 steel plating is no longer commercially available. For the purpose of performing flight deck repairs on US Coast Guard WMEC-270 “B- Class” cutters, Weldox 900 steel plating has been approved as a replacement for HY-130. Due to the similarity in material properties and weldability of HY-130 and Weldox 900, all welding procedures and welder qualifications for welding Weldox 900 must be the same as those outlined in NAVSEA TP 1688 as applicable for welding HY- 130.

3.4.2 Standard spec modification. For any welding involving HY-130 on the flight deck of WMEC-270 “B-Class” cutters, perform all welding and allied processes, and non-destructive evaluation (NDE) in accordance with NAVSEA TP 1688. The Contractor must be aware that the welding requirements specified in this document take precedence over paragraph 3.3.6 of SFLC Standard Spec 0000 for the purpose of welding involving HY-130.

3.4.3 Approval to weld HY-130. To obtain Coast Guard approval to weld on HY-130 steel for WMEC-270 “B- Class” cutters, the Contractor must provide written Performance Qualification Records (PQR’s) for each process to be used. The PQR’s must be approved by one of the regulatory agencies affirming that the WPS meets the welding requirements of NAVSEA TP 1688. In addition, the Contractor must ensure that all subcontractors, prior to performing welding operations, have qualified procedures by meeting all the requirements set forth in this document.

NOTE

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

4 (Rev-0)

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 USCG facilities. The Contractor must 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 must plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project. Contractor must comply with applicable Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific portion of a Federal, state, or local law, code, ordinance, or regulation in this or any other item must not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.

3.5.1.1 USCG Generator status. The activity Generator Status for the Coast Guard Facility is H1869030036.

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 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

5 (Rev-0) 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 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 must be aware of the following:

3.5.6.1 No Contractor or Subcontractor must 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 must 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 must 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. 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

6 (Rev-0) 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.

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

7 (Rev-0) 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.”

3.7.2 SFLC Standard Specification 0000. Replace paragraph 3.3.4 Vessel access, as follows:

"3.3.4 Vessel access. During work at the Contractor’s facility, provide access and/or egress to and from the vessel in accordance with 29 CFR 1915.74, Subpart E. Provide a minimum of two gangways that have the following:

Adequate walking surface width and strength and be safely secured.

A railing, with a mid-rail, on each side of the gangway, and a turn table if necessary.

Substantial steps properly secured and equipped with at least one handrail, when the upper end of the gangway rests on or is flush with the top of the bulwark of the dock.

Nets or other suitable protection on both sides, when there is a danger of personnel falling between the ship and the dock. Nets and other suitable protection must extend beyond the projected area of the access and egress points so as to catch personnel that may be falling outward: i.e., the nets must be wider than the gangway.

Proper trimming at all times.

Adequate illumination for their full length.

Separated by one-fourth the length of the vessel, at a minimum, as to mitigate the possibility that an incident could block both means of escape."

3.7.3 SFLC Standard Specification 8635. Replace and add paragraphs as follows, "3.3.10.4.1 Contractor-furnished supporting equipment. Provide all hoses and fittings needed to supply water to the system. Provide pressure gauges at the connection(s) to the ship and the furthest firehose station to allow personnel to clearly read the gage-face to demonstrate or record the required water pressure is available at all energized portions of the system."

"3.2.3 Shipboard access/egress and routing of temporary services. Maintain a primary and secondary means of access/egress for each vessel, where practicable.

Pre-plan for the installation of temporary services to minimize the total number of service leads penetrating the hull by maximizing the use of backbones and/or manifolds for industrial services. Pre-planning for the installation of temporary services shall include removal (first in, last out, when no longer required). Pay

8 (Rev-0) special attention to transitional spaces (cross passages, top and bottom of stairwells) where services could potentially fall and restrict emergency personnel egress and/or casualty responder access."

"3.2.3.2 Materials used for suspending temporary services. Temporary services shall be suspended at regular intervals, to prevent impeding personnel access/egress and emergency response, using a high temperature line that meets the noncombustibility test requirements contained in reference (e). When using steel wire rope, or other potentially abrasive material, an anti-chafing material shall be used to prevent damage of the temporary service line. When available, temporary service lines may be run through the ship’s structural elements (i.e., cable ways, light stanchions, etc.). When the routing of temporary services overhead is not practicable, temporary services, rigging of hoses, welding leads, and temporary lights shall be clear of the decks on temporary “trees” or brackets and be arranged to minimize tripping and other hazards."

"3.2.3.5 Quick Disconnect Fittings. QDFs shall be located within 10 feet of designated vertical and horizontal fire zone boundaries. When practicable, QDFs shall be installed within 10 feet of hull penetrations used for personnel access, to facilitate the deployment of smoke control curtains. QDFs must be capable of being disconnected safely on pressurized or energized systems unless approved for use as described in paragraph 3.2.3.7.