USCGC BLUEBELL_Repair_March_2010_REV_0.pdf

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DOCKSIDE REPAIRS OF THE CGC BLUEBELL
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BLUEBELL SPECIFICATION

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Specifications for the Repair of

USCGC BLUEBELL (WLI-313)

March 2010 Rev 0

UNITED STATES COAST GUARD

MAINTENANCE AND LOGISTICS COMMAND PACIFIC

NAVAL ENGINEERING DIVISION

RONALD V. DELLUMS FEDERAL BUILDING

1301 CLAY STREET, SUITE 807N

OAKLAND, CALIFORNIA 94612-5249

Specifications for the Repair of March 2010

USCGC BLUEBELL (WLI-313) REV 0

Table of Contents

Item SWBS Description Page

Vessel Description ii

Consolidated List of References iii

Consolidated List of Government Furnished Property v

General Requirements – Home Port 1

D-1 04100 Production Control, Gantt Bar Chart Provide 30

D-2 25900 Boiler Exhaust Stack Uptakes Commercial Clean 31

D-3 25900 HPU Diesel Engine Exhaust Stack Uptakes Commercial Clean 34

D-4 25900 Main Diesel Engine Exhaust Stack Uptakes Commercial Clean 37

D-5 25900 SSDG Exhaust Stack Uptakes Commercial Clean 40

D-6 50600 Bilge Eductor Overhaul 43

D-7 51200 Service Fan Coil Units 46

D-8 51400 AC Chill Water Sys Clean & Inspect 49

D-9 52810 Washing Machine Drain Piping Modification 53

D-10 55100 Compressed Air Modifications to Supply Air to Propulsion Shaft Seals 66

D-11 55100 Compressed Air Receivers (All) Clean, Inspect and Hydro 71

D-12 58300 Swivel Davit Overhaul and Test 74

D-13 58900 Buoy and Cargo Handling Crane (Gen) Level 2 Inspect and Repair 77

D-14 63400 Deck Coverings (Interior Polymeric) Reseal 85

D-15 86351 Temporary Services, Dockside, Home Pier 87

Definite work items are identified by a “D” preceding the item number in the table above. Optional work items are designated by an “O” and shall be individually priced for possible performance.

i

CUTTER DESCRIPTION — USCGC BLUEBELL (WLI 313)

[Design Class: 180 TE]

Hull Characteristics:

Length Overall 100’ 0” Length Between Perpendiculars 96’ 0” Beam, Extreme Over Guards 24’ 6” Beam, Molded, at 8’ 8-7/8” WL 24’ 0” Full Load WL 4’ 10-7/8” Draft Forward 3’ 6” Draft Aft 5’ 3” Frame Spacing 1’ Displacement at Full Load WL 225.9 long tons Displacement, Minimum Operating 147.1 long tons Displacement, Light Ship 136.3 long tons Mast Height (above mean draft of 4’8”) 40’ 0”

Machinery Characteristics:

Main Engine Two 330 HP Caterpillar D-353 Propeller Two 5 blade, 48” diameter x 39” pitch Ship’s Service Generator (Prime Mover) Detroit Diesel 10437005 Ship’s Service Generator 75 KW, 208 Volts, 3 Phase, 60 Hertz Shore Tie 480 Volts, 3 Phase, 60 Hertz

Tank Capacities:

Fuel Tanks (2) 2,000 gal each Fresh Water Tanks (2) 1,575 gal each

Accommodations:

Commanding Officer 1 Chief Petty Officer 2 Enlisted Personnel 12 ii

CONSOLIDATED LIST OF REFERENCES

Drawings

180-TE 103-2, Rev B; Outboard Profile 180-TE 103-4, Rev 5; Inboard Profile & Typical Sections 180-TE 103-5, Rev H; Booklet of Plans (BLUEBELL) (313) 180-TE 1113-1, Rev 2; Exhaust Piping & Silencer Fdn 180-TE 3802-4, Rev A; Diagram Healing & Chilled Water System 180-TE 4103-1, Rev 1; Arrgt of Piping & Heat Boiler Hookup 180-TE 4800-3, Rev -; Compressed Air Sys (BLUEBELL) (313) 180-TE 4803-1, Rev -; Bilge Piping Diag 180-TE 4808-3, Rev B; Sanitary Drainage Sys (BLUEBELL) (313)

Applicable Documents

33 USC 1342, National Pollutant Discharge Elimination System American Society of Mechanical Engineers (ASME) B16.11, 2005; Forged Steel Fittings, Socket-

Welding and Threaded CG Tech Pub 3370, Hydraulic Crane Model Tb 16-40 S/N 1736, USCGC BLUEBELL (WLI 313), 1/1/1994 CG Tech Pub 4593C, Technical Manual for Type Fse Seal, 2/14/2002 COMDTINST 9077.1C, Equipment Tag-Out Procedure, 12/21/1995 COMDTINST M10360.3, Rev C; Coatings and Colors Manual COMDTINST M10360.3A, Coatings and Colors Manual, 8/1/1995 COMDTINST M10360.3B, Coast Guard Coatings and Color Manual Chg 2, 11/3/2009 COMDTINST M6240.5, Water Supply and Waste Water Disposal Manual. Supersedes NAVMED P-

5010 for New Specs., 10/10/1999 COMDTINST M6260.16A, Asbestos Exposure Control Manual, 5/1/1994 COMDTINST M9000.6C, Naval Engineering Manual, 3/25/1998 COMDTINST M9000.6D, Naval Engineering Manual (NEM), 9/20/2000 Clean Air Act, 42 U.S.C. 7401, et seq.

Code of Federal Regulations: 16 CFR 1303; 29 CFR 1915 (59 FR 37816 of 25 Jul 94), 1910, And

1926; 33 CFR 154.1015 (58 FR 7330 of 5 Feb 93) Federal Water Pollution Control Act, 33 U.S.C. 1251 to 1387 International Standard Organization (ISO) 4406, Hydraulic Fluid Power-Fluids-Method for Coding

Level of Contamination by Solid Particles, 12/15/1987 MIL-A-22262B(SH), Abrasive Blasting Media Ship Hull Blast Cleaning MIL-DTL-15024, Rev F; Plates, Tags and Bands for Identification of Equipment MIL-F-1183, Rev J, Sup 1; Fittings, Pipe, Cast Bronze, Silver-Brazing, General Specifications for MIL-F-24702, Rev -, Amd 2 Not 1, 7/10/1999; Filter Elements, Hydraulic Disposable, General

Specification for (Metric) MIL-G-18458, Rev B; Grease, Wire Rope and Exposed Gear, Amendment 5, 3/26/1996 MIL-PRF-24613, Amd 2, Not 1; Deck Covering Materials, Interior, Cosmetic Polymeric MIL-STD-1625C(SH), Safety Certification Program for Drydocking Facilities and Shipbuilding Ways for US Navy Ships MIL-STD-1627, Rev C; Bending of Pipe or Tube for Ship Piping Systems MIL-STD-2035, Rev A; Nondestructive Testing Acceptance Criteria MIL-STD-22, Rev D, Not 3; Welded Joint Design MIL-STD-419, Rev D; Cleaning & Protecting , Piping, Hydraulic Power Equipment, 7/13/1987 MIL-STD-769(SH), Rev J; Thermal Insulation Requirements for Machinery and Piping, 10/9/1990 MIL-T-16420, Rev K, Amd 1; Tube, Copper-Nickel Alloy, Seamless and Welded (Copper Alloy

Numbers 715 and 706) MLCPAC Standard Specification 041, 1/1/2000; Production Control, Gantt Bar Chart iii http://www.techstreet.com/ http://www.techstreet.com/ http://www.uscg.mil/ccs/cit/cim/directives/CIM/CIM_10360_3C.pdf http://www.assistdocs.com/search/document_details.cfm?ident_number=11007&StartRow=1&PaginatorPageNumber=1&doc%5Fid=MIL%2DDTL%2D15024&search%5Fmethod=BASIC http://www.assistdocs.com/search/document_details.cfm?ident_number=2869&StartRow=1&PaginatorPageNumber=1&doc%5Fid=MIL%2DF%2D1183&search%5Fmethod=BASIC http://www.assistdocs.com/search/document_details.cfm?ident_number=17770&StartRow=1&PaginatorPageNumber=1&doc%5Fid=MIL%2DF%2D24702&search%5Fmethod=BASIC http://www.assistdocs.com/search/document_details.cfm?ident_number=17770&StartRow=1&PaginatorPageNumber=1&doc%5Fid=MIL%2DF%2D24702&search%5Fmethod=BASIC http://www.assistdocs.com/search/document_details.cfm?ident_number=17523&StartRow=1&PaginatorPageNumber=1&doc%5Fid=MIL%2DPRF%2D24613&search%5Fmethod=BASIC http://www.assistdocs.com/search/document_details.cfm?ident_number=37025&StartRow=1&PaginatorPageNumber=1&doc%5Fid=MIL%2DSTD%2D1627&search%5Fmethod=BASIC http://www.assistdocs.com/search/document_details.cfm?ident_number=72749&StartRow=1&PaginatorPageNumber=1&doc%5Fid=MIL%2DSTD%2D2035&search%5Fmethod=BASIC http://www.assistdocs.com/search/document_details.cfm?ident_number=35349&StartRow=1&PaginatorPageNumber=1&doc%5Fid=MIL%2DSTD%2D22&search%5Fmethod=BASIC http://www.assistdocs.com/search/document_details.cfm?ident_number=11860&StartRow=1&PaginatorPageNumber=1&doc%5Fid=MIL%2DT%2D16420&search%5Fmethod=BASIC http://www.assistdocs.com/search/document_details.cfm?ident_number=11860&StartRow=1&PaginatorPageNumber=1&doc%5Fid=MIL%2DT%2D16420&search%5Fmethod=BASIC http://cgweb.mlcpac.uscg.mil/mlcpv/Technical_Resources/MLCP_Resources/Standard_Specs/mlcpacstandspec041rev01.pdf

MLCPAC Standard Specification 074, Welding and Allied Processes, 3/3/2009 MLCPAC Standard Specification 085.1, 3/1/2000; General Requirements for Drawing Preparation MLCPAC Standard Specification 634, 3/1/2000; Deck Covering Renewal MLCPACINST M9000.6D, Naval Engineering Organization and Operating Procedures, 5/1/1996 NAVSEA 0900-LP-001-7000, Acn #1; Fabrication and Inspection of Brazed Piping Systems NAVSEA Dwg 804-1385781, Rev E; Pipe Hangers for Surface Ships (Superseding NAVSEA Dwg.

810-1385781) NAVSEA Dwg 810-1385880, Rev D; Fittings, Cu-Ni Alloy, Slip on Sleeve NAVSEA S9074-AR-GIB-010/278, 8/1/1995; Requirements for Fabrication Welding & Inspection &

Casting Inspection & Repair for Machinery, Piping & Pressure Vessels NAVSEA S9528-AA-MMI-010, Tech Man, Ops & Maint Cleaning CHT Piping Sys W/Hi Press.

Water Jet Equipment Model WBD-150N NAVSEA S9AA0-AB-GOS-010/GSO, General Specifications for Overhaul of Surface Ships NAVSEA T9074-AS-GIB-010/271, Change Notice 1; Requirements for Non-Destructive Testing

Methods Naval Ships’ Technical Manual, Chapter 074, Volume 1, Chg 5, Welding and Allied Processes Rev 4, 8/1/1999 Naval Ships’ Technical Manual, Chapter 244, Propulsion Bearings and Seals, 12/11/1997 Naval Ships’ Technical Manual, Chapter 254, Condensers, Heat Exchangers and Air Ejectors Naval Ships’ Technical Manual, Chapter 505, Piping Systems, 12/1/2001 Naval Ships’ Technical Manual, Chapter 532, Liquid Cooling Systems for Electronic Equipment Naval Ships’ Technical Manual, Chapter 573, Booms Naval Ships’ Technical Manual, Chapter 589, Cranes Naval Ships’ Technical Manual, Chapter 613, Wire and Fiber Rope and Rigging Naval Ships’ Technical Manual, Chapter 635, Thermal, Fire and Acoustic Insulation Naval Ship’s Technical Manual (NSTM) Chapter 505, Rev 3; Piping Systems Naval Ship’s Technical Manual (NSTM) Chapter 551, Compressed Air Plants and Systems, Rev 3 Naval Ship’s Technical Manual (NSTM) Chapter 635, Rev 3; Thermal, Fire and Acoustic Insulation Nondestructive Testing Handbook; Published by American Society for Non-Destructive Testing, Volume 1, Section 7 None Oil Pollution Control Act of 1990, 33 U.S.C. 2701 to 2761 Steel Structures Painting Council, SSPC-SP 10, Near White Blast Cleaning, 10/1/1994 Steel Structures Painting Council, SSPC-SP 11, Power Tool Cleaning to Bare Metal–Surface

Preparation Specification No. 11, 9/1/2000 Steel Structures Painting Council, SSPC-SP 3, Power Tool Cleaning, 9/1/2000 The Society for Protective Coatings SSPC-SP 3, 11/1/2004; Power Tool Cleaning Toxic Substances Control Act, 15 U.S.C. 2601, et seq.

iv http://cgweb.mlcpac.uscg.mil/mlcpv/Technical_Resources/MLCP_Resources/Standard_Specs/mlcpacstandspec_074_Mar03.pdf http://cgweb.mlcpac.uscg.mil/mlcpv/Technical_Resources/MLCP_Resources/Standard_Specs/mlcpacstandspec085-1.pdf http://cgweb.mlcpac.uscg.mil/mlcpv/Technical_Resources/MLCP_Resources/Standard_Specs/mlcpacstandspec634.pdf http://store.ihs.com/specsstore/controller?event=DOCUMENT_DETAILS&docId=EPMIIAAAAAAAAAAA http://store.ihs.com/specsstore/controller?event=DOCUMENT_DETAILS&docId=EPMIIAAAAAAAAAAA http://store.ihs.com/specsstore/controller?event=LINK_DOCDETAILS&mid=W097&getCurVer=false&docId=NCTWCBAAAAAAAAAA http://store.ihs.com/specsstore/controller?event=LINK_DOCDETAILS&mid=W097&getCurVer=false&docId=NCTWCBAAAAAAAAAA http://www.sspc.org/standards/scopes.html

CONSOLIDATED LIST OF GOVERNMENT FURNISHED PROPERTY

Description Manufacturer Part Number NIIN Qty UOI v

GENERAL REQUIREMENTS – HOME PORT

GR_00000_RJR_0104_Fleet

1 INTENT

This document invokes general requirements applicable to ship repair contracts for work performed at a cutter’s home port pier. The items discussed in the General Requirements are an amplification of, or are in addition to, the specific items of the Specification. Other sections of the contract establish requirements for work on Coast Guard cutters. The General Requirements are a part of the contract and, as such, compliance is a contractual requirement. The Contractor is responsible for understanding and complying with all requirements established in the Specifications.

2 REFERENCES

Coast Guard Drawings: NONE

Applicable Documents:

MLCPAC Standard Specification 074, Welding and Allied Processes (Mar 03) MLCPAC Standard Specification 085.1, 3/1/2000; General Requirements for Drawing Preparation Code of Federal Regulations: 16 CFR 1303; 29 CFR 1915 (59 FR 37816 of 25 Jul 94), 1910, And

1926; 33 CFR 154.1015 (58 FR 7330 of 5 Feb 93) COMDTINST M6260.16A, Asbestos Exposure Control Manual, 5/1/1994 COMDTINST 9077.1C, Equipment Tag-Out Procedure, 12/21/1995 COMDTINST M10360.3B, Coast Guard Coatings and Color Manual Chg 2 (Nov 03) MIL-A-22262B(SH), Abrasive Blasting Media Ship Hull Blast Cleaning MIL-STD-1625C(SH), Safety Certification Program for Drydocking Facilities and Shipbuilding Ways for US Navy Ships Naval Ships’ Technical Manual, Chapter 074, Volume 1, Chg 5, Welding and Allied Processes Rev 4

(Aug 99) Naval Ships’ Technical Manual, Chapter 074, Volume 1, Chg 5, Welding and Allied Processes Rev 4, 8/1/1999 NAVSEA S9AA0-AB-GOS-010/GSO, General Specifications for Overhaul of Surface Ships Nondestructive Testing Handbook; Published by American Society for Non-Destructive Testing, Volume 1, Section 7 33 USC 1342, National Pollutant Discharge Elimination System Clean Air Act, 42 U.S.C. 7401, et seq.

Oil Pollution Control Act of 1990, 33 U.S.C. 2701 to 2761 Federal Water Pollution Control Act, 33 U.S.C. 1251 to 1387 Toxic Substances Control Act, 15 U.S.C. 2601, et seq.

MLCPACINST M9000.6D, Naval Engineering Organization and Operating Procedures, 5/1/1996

3 ADMINISTRATION

3.1 DEFINITIONS

3.1.1 Unless otherwise stated, the phrase as shown, as indicated, as detailed, or words of similar import refer to the contractual documents including drawings referenced in the specification.

http://cgweb.mlcpac.uscg.mil/mlcpv/Technical_Resources/MLCP_Resources/Standard_Specs/mlcpacstandspec085-1.pdf

3.1.2 The phrase as directed, as required, as permitted, approved, acceptance, or words of similar import refer to the direction, requirements, permission, approval, or acceptance by the Contracting Officer or a properly designated Contracting Officer’s Representative (COR).

3.1.3 Remove/Reinstall – To remove the original item and then later install the same original item back in its place after performing specified work on it.

3.1.4 Renew or renewal–To remove the original item and to install a new item in new condition, identical or of like size, material and quality to that removed (i.e. “Renew-in-Kind”).

3.1.5 Replace – To remove the original item and to install in its place a different item as described in the specification.

3.1.6 Restore – To bring back to the former, original or normal condition before alteration or removal.

3.1.7 Underwater body includes the external hull, all appendages, and sea chests from the keel up to and including the upper edge of the boot-top area.

3.1.8 The Contracting Officer’s Representative (COR) is the person delegated by the Contracting Officer as the on-scene representative for matters concerning performance of work. This includes technical correctness, timeliness, and quality of the Contractor’s work. Normally the Commanding Officer of the vessel is designated as the COR.

3.1.9 The Coast Guard Inspector is the COR or the individual designated by the COR to perform Coast Guard Inspector duties.

3.1.10 Condition Found Report (CFR) – See paragraph 3.8 below.

3.1.11 Vessel – Either a Coast Guard cutter (sixty-five feet or greater) or a Coast Guard boat (less than sixty-five feet.)

3.2 REFERENCES

3.2.1 All references shall be of the issue and/or revision indicated in the consolidated list of references. It is incumbent on the Contractor to maintain current MLCPAC Standard Specifications. In many instances, the references will be available for review locally aboard the vessel or at the cognizant Naval Engineering Support Unit (NESU). U. S. Government issued Standardization Documents can be found at:

http://stinet.dtic.mil/str/dodiss4_fields.html.

3.2.2 Coast Guard Drawings are available from:

Contracting Officer Maintenance and Logistics Command Pacific(vpl) Naval Engineering Division Coast Guard Island, Building 50-7 Alameda, California 94501

3.2.3 Detail and dimensioned drawings for precision equipment are generally accurate and will give sufficient information for estimating. However, allowance for changes in dimensions should be taken into consideration due to changes of equipment and to the structure and arrangement of the vessel. Actual installations shall conform to the specifications. When it is required that drawings or sketches be prepared, the Contractor shall meet the requirements of MLCPAC Standard Specification 085.1.

http://stinet.dtic.mil/str/dodiss4_fields.html

3.2.4 All referenced drawings and each piece or page of data that is marked with a Limited Rights Legend is a part of this specification and shall not be used for any purpose other than that contemplated by the specifications or item of work. Contractor is prohibited from further use, release, or disclosure of this information.

3.2.5 Unless otherwise noted within this specification, hierarchy, priority, or order of precedence of requirements shall be as follows:

3.2.5.1 Specification Definite Item or Optional Item

3.2.5.2 Specification General Requirements

3.2.5.3 Coast Guard Drawings

3.2.5.4 Coast Guard Technical Manuals

3.2.5.5 Commercial Drawings

3.2.5.6 Commercial Technical Manuals

3.2.5.7 Coast Guard Standards and Instructions

3.2.5.8 Military and Navy Standards, Specifications, and Technical Manuals

3.2.5.9 Commercial or Industrial Standards

3.2.5.10 Commercial practices

3.2.6 Drawing discrepancies found in performance of work associated with this specification which may adversely affect work in this or future specifications shall be reported using “DRAWING DEFICIENCY ACTION FORM.”

This drawing feedback form designed to be used by Contractor and Coast Guard personnel alike is provided on Figure GEN-A of these General Requirements. It shall be duplicated and completed, as necessary, to inform MLCP(vs) technical personnel of drawing & configuration problems, as well as, suggested recommendations which may correct them.

3.3 ARRIVAL CONFERENCE

3.3.1 Within two days of the arrival of the vessel, and usually prior to the start of work, the Contracting Officer or the Contracting Officer’s designated representative will meet with the Contractor at either the Contractor’s conference facilities near the vessel or aboard the vessel (location to be at the sole discretion of the COR).

3.3.2 Normally this conference will be attended by the COR, designated Coast Guard Inspectors, representatives of the cognizant MLCPAC Naval Engineering Support Unit (NESU) and MLCPAC Support Branch (vr). For availabilities at Coast Guard facilities, the facility Hazardous Waste Coordinator will be invited to attend.

3.4 CONTRACTOR’S SUBMITTALS

3.4.1 Subcontractor List

3.4.2 Technical Representatives List

3.4.3 Marine Chemist & “Competent Persons” List

3.4.4 Welders’ Qualification List

3.4.5 List of Qualified Sil-Brazers

3.4.6 Material Safety Data Sheets

3.4.7 List of Key Personnel

3.4.8 List of Emergency Phone Numbers

3.4.9 Contractor’s Inspection and Quality Control System

3.4.10 Contractor’s Property Administration System for GFE

3.4.11 Certificate of Insurance

3.4.12 Sample Copy of the Condition Found Report

3.4.13 Contractor’s Fire Emergency Response Plan

3.4.14 Contractor’s Oil Spill Response Plan

3.4.15 Environmental Submittals

3.4.16 Contractor Security Requirements

3.5 VESSEL’S SUBMITTALS

3.5.1 The vessel will provide the following at the arrival conference:

3.5.1.1 List of Key Personnel

3.5.1.2 List of Emergency Phone Numbers

3.5.1.3 List of designated Coast Guard Inspectors

3.6 WORKING HOURS

3.6.1 Except for items specifically authorized by COR, Contractor work shall normally be accomplished between the hours of 7:30 a.m. to 10 p.m. Monday through Friday, except Federal Holidays.

3.6.2 If the Contractor desires to accomplish work outside of normal working hours, request shall be made to the COR at least 24 hours in advance. Approval will be the sole discretion of the Contracting Officer or the COR.

3.7 PROGRESS MEETINGS

3.7.1 Weekly progress meetings will be held at either the Contractor’s conference facilities near the vessel or aboard the vessel, at the sole discretion of the COR. The day of the week and time of day for the weekly progress meeting will be set by the COR at the arrival conference. Representatives for the COR and the Contractor will meet before each progress meeting to review the percentage of completion for each work item and change. Each progress meeting will result in the COR producing a Contract Status Report documenting the percentage completion and documenting areas needing attention by the Contractor in order to complete the contract on time. The COTR will transmit the Contract Status Report to the Contracting Officer, the NESU Representative, and MLCPAC(vr) the same day. Additional reports/charts shall be presented at each meeting as required by Definite Item “Production Control, Gantt Bar Chart Provide”.

3.8 REPORTS/READINGS/AS FOUND CONDITIONS

3.8.1 All readings and inspections are to be taken within twenty-four hours after the machinery or system is opened. The Contractor shall notify the COR of the time and location of inspections requiring Coast Guard verification 24 hours prior to such inspections. Measurements and readings shall be taken with calibrated measurement and test instrumentation. All reports of readings, operational tests and inspections required by the specifications shall be submitted to the COR in writing, using a “Condition Found Report (CFR)”, within twenty-four hours after the readings and/or inspections are made. Promptness in taking and reporting readings is particularly important for underbody work items such as shaft bearing or rudder bearing clearances. Often during the progress of a work item, conditions are discovered by the Contractor which are considered abnormal for reasons of safety, expected reliability, health, or habitability. These conditions must be brought to the attention of the Coast Guard using a CFR. Details provided by the Contractor in a CFR are important because the CFR may result in a contract change. To speed the contract change process, the Contractor should include in the CFR the following details as a minimum:

3.8.1.1 A sequential number.

3.8.1.2 The contract item which the “CFR” relates to (i.e. D-XX).

3.8.1.3 A clear statement, definition, and description of the condition found, including but not limited to frame numbers, part numbers, materials, and dimensions as appropriate.

3.8.1.4 A proposed or recommended repair to correct the defective condition, including but not limited to frame numbers, part numbers, materials, and dimensions as appropriate.

3.8.1.5 Indicate whether the report requires Coast Guard action or if it is provided “for info” only. If action is required, indicate the time and date when the Coast Guard response is required in order to complete the action within the specified contract performance period. If the action cannot be completed within the specified contract period, so state.

3.8.1.6 A space on the form for the Coast Guard designated representative to make comments.

3.8.1.7 All CFRs shall be signed, dated and submitted by the Contractor Ship Superintendent.

3.9 GOVERNMENT FURNISHED MATERIAL/EQUIPMENT

3.9.1 The Contractor shall furnish all equipment, staging, materials, fittings, tools, etc., necessary for proper completion of each item of work unless the specifications indicate the Coast Guard will provide GFM/GFE.

3.9.2 If GFM/GFE is to be furnished by the Coast Guard, it will be indicated in the specification for the specified work item. Unless otherwise noted in the specifications, GFM/GFE will be delivered by the Government to pierside/dockside of the vessel (at the place the vessel is located for the performance of work under this contract).

Unless otherwise noted in the specifications, delivery date will be at the Coast Guard’s discretion between the start of the contract and up to 5 working days after the start of the contract.

3.9.3 Contractor shall perform sufficient receipt inspection of the GFM/GFE and then sign for custody of the GFM/GFE by a Coast Guard form DD1149 or comparable Contractor’s form. The Contractor assumes the risk of, and shall be responsible for, any loss or destruction of, or damage to Government property upon its delivery to the Contractor. However, the Contractor is not responsible for reasonable wear and tear to Government property properly consumed in performing this work.

3.9.4 It shall be the Contractor’s responsibility to move or rig all GFM/GFE from the point of delivery to the point of storage (if necessary) and then to the point of use.

3.9.5 At the end of the contract, the Contractor shall turn over to the Coast Guard any and all GFM/GFE which was not installed under the terms of the contract.

3.10 SANITARY FACILITIES

3.10.1 Sanitary facilities for Contractor personnel shall be Contractor’s responsibility; Contractor’s sanitary facilities shall be separate & distinct from sanitary facilities used by vessel personnel. During any period that any or all of the vessel’s head facilities are unavailable for use due to Contractor’s performance under this contract, the Contractor shall provide clean, sanitary replacement facilities.

3.10.2 If at any time during the performance of the contract, Contractor work will place vessel sanitary facilities out of service the Contractor shall provide temporary replacement facilities. The minimum replacement facility for up to 18 crew members displaced shall be hot and cold running water with a minimum of 2 showers, 2 sinks, 2 toilets, and 1 urinal located no further than two hundred feet from the vessel’s gangway. Facility shall be equipped with electrical lighting and power outlets (110 VAC with ground fault circuit interrupters, GFCI’s) for powering of electrical appliances (e.g., blow dryers). If more crew members are displaced, the replacement facilities shall be increased in direct proportion to this ratio. If the crew contains members of both sexes, suitable separate facilities shall be provided for men and women in proportion to their numbers in the crew. The Contractor shall maintain the facilities in a clean and sanitary condition at all times.

3.11 SMOKING AND TOBACCO PRODUCTS

3.11.1 Smoking and use of tobacco products aboard the Vessel or in Vessel office space is prohibited. Exceptions may be permitted if in strict compliance with Vessel rules and regulations (which may include designated smoking time/area).

3.12 CONTRACTOR SERVICES

3.12.1 The Contractor shall provide all services required by the Contractor for the completion of work. These services include but are not limited to electrical power, compressed air, steam, crane services, garbage and refuse, phones, office space, and portable toilet facilities. These services are for the Contractor’s use only. Services required by the vessel are found in the “Temporary Services” item of the specification.

4 WORK CONTROL

4.1 TAG-OUT PROCEDURES

4.1.1 To prevent injury to personnel and/or damage to ship systems equipment tag-outs must be properly conducted. Ship’s force will work closely with the Contractor to ensure tag-outs are done in a thorough and efficient manner as outlined below and in more detail in COMDTINST 9077.1, Equipment Tag-out Procedure.

4.1.2 Tag-Out Establishment

4.1.2.1 Prior to start of work on this Item, notify the Coast Guard Inspector in writing of equipment, systems, circuits, components, piping, and valves that require isolation so that tag-outs can be accomplished as required by COMDTINST 9077.1, Equipment Tag-out Procedure.

4.1.2.2 Ship’s Force personnel will position equipment and install tags when tag-out of equipment, systems, circuits, components, piping, or valves as required.

4.1.2.3 The Ship’s Authorizing Officer (normally the Engineer of the Watch) and the Repair Activity (contractor’s) Representative shall each verify that the tag-out is sufficient to prevent operation of equipment, systems, circuits, components, piping, or valves from all stations that could exercise control. Tags shall also be hung as required by

COMDTINST 9077.1, Equipment Tag-out Procedure, paragraph 1.d to control the status of non-permanent jumpers, locking devices, seals, blank flanges, relief valve gags, or similar safety devices.

4.1.2.4 A contractor’s representative shall also verify that each tag is attached to the proper component and that it is in the condition required by the tag-out record sheet. This verification shall be made by witnessing the actions of the Ship’s Force member posting or checking the tags and observing devices such as valve position indicators, operating handles, etc.

4.1.2.5 A contractor’s designated representative shall sign and identify his company on each ship’s tag-out record sheet and tag prepared to support the contractor’s work.

4.1.3 Tag-Out Clearance

4.1.3.1 To facilitate prompt removal of tags, the contractor shall notify the Coast Guard Inspector immediately when the contractor’s work is complete and the affected system, piping, or circuit is ready for activation.

4.1.3.2 Tags shall be cleared and removed in accordance with COMDTINST 9077.1, Equipment Tag-out Procedure, before the equipment is operationally tested or operated.

4.1.3.3 The Ship’s Authorizing Officer and the Repair Activity (contractor’s) Representative shall each verify that the work necessary to clear a tag-out has been completed prior to authorizing removal of the tags. Both parties shall concur to clearing the tag-out by signing the ship’s tag-out record sheet.

4.1.3.4 Ship’s Force personnel will remove the tags so authorized for clearance.

4.2 SAFETY REQUIREMENTS

4.2.1 The Contractor shall comply with and ensure compliance to 29 CFR Part 1915, “Occupational Safety and Health Standards for Shipyard Employment”, 29 CFR Part 1910, “Occupational Safety and Health Standards”, and 29 CFR Part 1926 “Safety and Health Requirements for Construction” for relevant operations which may affect Government personnel or property.

4.2.2 The following are deficiencies commonly encountered on safety inspections and are therefore emphasized here:

4.2.2.1 Anti-backflash control valves are required on all welding rigs (NFPA 51).

4.2.2.2 Scaffolds and/or lifelines are required when working above five feet. 29 CFR 1910 and 1915 cover this in detail. The following are commonly encountered problem areas:

4.2.2.2.1 Scaffolds require standard 42” high rails & midrails and 4” toeboards.

4.2.2.2.2 Planking must be scaffold-grade and completely cover the area between the railings and the ship.

4.2.2.3 Lifelines, body harnesses and lanyards are required wherever standard rails are not feasible. Lines must be kept taut, never allowing a fall of greater than six feet.

4.2.2.4 Lifelines must be attached above the worker.

4.2.3 Gear and equipment for rigging and lifting shall be in good working condition and operated according to the regulations set forth in 29 CFR 1915.111-116 and 29 CFR 1910.184. Proper safety precautions shall be practiced in the use of tag lines, mousing of hooks, and moving loads. In addition to the above requirements, all cranes used for work on the vessel or for handling GFM/GFE shall have a current weight handling certification in accordance with local, state and federal laws.

4.2.4 Tools and related equipment are addressed in 29 CFR 1915 Subpart H. Of particular concern is the use of ground fault circuit interrupters (GFCI) with power tools and the use of double insulated power tools. All shore supplied power circuits shall be protected by GFCI’S and have a grounding circuit back to shore. In addition, all power tools shall be approved by Underwriters’ Laboratories, or by other testing laboratories approved by the Contracting Officer and either be double insulated or have a grounded circuit.

4.2.5 Personnel protective equipment must be maintained and used in accordance with 29 CFR 1915.151-160.

4.2.5.1 Where personnel exposures can not be maintained below the PEL using appropriate engineering controls, the contractor shall provide all contractor personnel with appropriate respiratory protective equipment or other protective equipment specified by the manufacture or where the contractor/contractor’s industrial hygienist has determined that exposures could exceed the PEL. The contractor shall also ensure personnel are properly protected from sensitizing agents/conditions reported by the manufacturer in the Material Safety Data Sheets. These operations include, but are not limited to spray painting and grinding. Selection of respiratory protective equipment should be based on sound industrial hygiene sampling data for the material being worked. Airline hose masks or Self Contained Breathing Apparatus (SCBA) shall be provided to all personnel conducting abrasive blasting or confined space operations, unless an industrial hygienist has determined that exposures can be maintained below the PEL. In addition, respiratory protection for all work which could be immediately dangerous to life and health must consist of either an SCBA or an airline hose mask with an escape bottle as a designed component of the mask assembly.

4.2.5.2 Air line respirators shall be fitted with a pressure regulating valve, a filter which will remove oil, water, and rust particles, and a carbon monoxide alarm. The air intake shall be from a source free from all contaminants, such as the exhaust from internal combustion engines, and air must meet Grade D.

4.2.5.3 Safety harnesses shall be equipped with lifelines which are secured with a minimum of slack when in use.

Lifelines must not permit a drop of greater than six feet or contact with any lower level.

4.2.6 Confined space entry requires initial gas free certification by a Marine Chemist in accordance with 29 CFR 1915 (59 FR 37816 of 25 Jul 94). The Contractor shall be responsible for monitoring and maintaining the “safe” condition during the entire time work is being performed. Monitoring shall be conducted by a NFPA certified Marine Chemist or a Competent Person. As a minimum, test/certification shall be made before each work shift or daily, whichever is more frequent, and duly recorded on all required certificates.

4.2.7 The Contractor shall provide to the vessel Material Safety Data Sheets for all hazardous materials used under this contract (including petroleum products), at least two working days prior to its use, if not previously submitted per paragraph 3.3. These include, but are not limited to, paints, solvents, cleaners, and abrasive blasting grits.

4.2.8 The Contractor shall ensure paints, solvents, etc., used in, on or around the vessel are used in a manner which prevents personnel exposure to concentrations of vapors exceeding Permissible Exposure Limits (PELs), or Threshold Limit Values (TLVs) for chemicals for which PELs are not listed in OSHA standards.

4.2.9 Each fuel and gas system supplied from shore shall be arranged to be secured by a valve located off the ship and marked to show its purpose. When not in use, fuel and gas hose valves shall be secured at the manifolds and the hoses pulled back to the open deck. Unused manifold valves shall be capped.

4.2.10 Contractor shall control abrasive blast grit sufficiently to prevent exposure to personnel at or greater than Permissible Exposure Limits (as defined by OSHA). Ensure abrasive blast grit does not contain free silica.

4.3 QUALITY CONTROL

4.3.1 Contractor shall implement the quality control (QC) program submitted in paragraph 3.4.9. Quality assurance is the sole responsibility of the Contractor. The COR may delegate inspection responsibilities to members of the vessel’s crew. The designated inspectors monitor the progress of work done by the Contractor. If, during the performance of work the Coast Guard Inspectors witness work that fails to meet the specifications, work that is otherwise unsatisfactory, or conditions which may lead to an unsatisfactory end product, the inspectors will alert the COTR who will advise the Contractor informally of the deficiency. If the deficient work is not corrected within a reasonable period of time (as approved by the COR), the COR will officially alert the Contractor via a Contract Deficiency Report. The COR will initiate the report (sample report may be found as Figure 11 of Annex 2 of MLCPACINST M9000.6B) and submit it to the Contracting Officer with copies to the cognizant NESU and MLCPAC(vr). The Contracting Officer will forward the original to the Contractor.

4.4 INTERFERENCES

4.4.1 The prices offered shall include the cost of performing all the necessary removal, relocation, and/or reinstallation of ship’s structure, materials, and equipment in connection with the work. The fact that an interference is not shown on a plan or specifically identified in the specification item is not justification for a contract change. A physical check of each job aboard the vessel prior to bidding is strongly encouraged.

4.4.2 Removal and Reinstallation of Interferences. The Contractor shall remove and reinstall all interferences and obstructions necessary to complete the required work without regard to whether interferences are indicated under specification work items. This may include the removal of machinery, piping, ducts, wiring, insulation, structure and anything else which interferes with the proper accomplishment of a work item. Prior to being disturbed or removed and in the presence of the Coast Guard Inspector, Contractor shall operationally test each interference reporting by Condition Found Report any existing operational defects or deficiencies. While awaiting reinstallation and restoration, Contractor shall maintain and protect interferences. When determined to be in the best interest of Coast Guard & Contractor and upon Coast Guard approval, interferences may be modified or altered and returned to essentially the same configuration and condition. They are then to be retested in the presence of the Coast Guard Inspector to verify proper operation. Otherwise, upon completion of required work, Contractor shall restore interferences to their original configuration and condition, and in the presence of the Coast Guard Inspector retest for proper operation.

4.5 COMPARTMENT PRESERVATION/VESSEL PROTECTION

4.5.1 To prevent damage arising from the performance of the contracted work, it shall be the responsibility of the Contractor to provide adequate protection to the vessel or any government property in areas where the work under items of these specifications is to be accomplished. Any damage resulting from the Contractor’s failure to adequately protect the vessel or government property shall be repaired by the Contractor at no charge to the government.

4.5.2 Compartment Cleaning and Finishing – When the Contractor enters a compartment for the accomplishment of work, the Contractor is to notify the Coast Guard Inspector and jointly inspect the compartment prior to starting the work. All areas in way of the Contractor’s work, whether or not directly repaired or altered, are to be restored to as clean and ship shape condition on completion of the work as when work was started. For example, the decks leading to work areas are to be cleaned and, if required due to unusual wear by the Contractor’s crew, the work sections are to be either refinished or renewed so that they match the original condition of the decks.

4.5.3 Protective Coverings – All machinery, equipment, deck covering, insulation, and open vent terminals exposed to dust or drifting particles resulting from abrasive blasting, chipping, wire brushing, burning, and welding shall be adequately protected with suitable fire-retardant blanket (if required due to sparks or slag), canvas, or plastic coverings. All open vent intakes shall be completely covered with air intake screens fitted with 20 pores per inch polyester or polyurethane foam filtering material and shall be maintained by the contractor to prevent excessive air restriction and/or damage to ventilation motors. Any damage resulting from failure by the Contractor to provide adequate coverings shall be repaired at the Contractor’s expense. It shall be the responsibility of the Contractor to provide adequate protection to all deck covering in areas where the work under items of these specifications is being accomplished and on all main access routes to these areas. Acceptable protective covering will be either heavy cardboard, masonite (fiberboard), or plywood installed in sufficient quantities to adequately protect existing deck covering. Any protective coverings which are damaged during the course of work shall be immediately repaired or renewed by the Contractor.

4.5.4 Glass – All glass (port lights, windows, etc.) adjacent to areas interior and exterior where abrasive blasting, burning, or welding is required or accomplished shall be covered to prevent scarring and damage.

4.5.5 Ragged Edges – Care is to be taken to smooth off all ragged edges or burned off edges by grinding or filing to leave a smooth surface. Removal of fixtures, equipment, plating, piping, and fittings shall be made clean to the root and finished off. Where pipes, cables, and fittings are removed, the hole shall be blanked off flush with welded plates of like material and thickness.

4.5.6 Bracket and Supports – All pipes, cables, duct work, installed furniture, and equipment shall be bracketed, supported, and/or secured so as to carry the weight, prevent excessive vibration, and withstand inertia forces resulting from rolling and pitching.

4.5.7 Dirt/Debris/Trash – At the end of the work day, the Contractor shall remove all dirt, debris, trash, grinding dust and excess material from the vessel in areas and access to areas where work is being accomplished. The standard for this daily clean up is that the decks will be broom/vacuum clean, no liquids will be left standing on decks, and items which will not be further used for the work will be removed from the vessel. The goals behind this requirement are to remove fire hazards, to improve access within the vessel for routine and emergency movement of personnel, and to preserve the material condition of the vessel.

4.5.8 Painting

4.5.8.1 All burned or scarred areas, new structure, or plating resulting from any work performed by the Contractor shall be cleaned and repainted in accordance with this specification, the Coatings and Color Manual (Commandant Instruction M10360.3B), or vessel paint schedule in that order of priority. The Coast Guard Inspector will inspect surface preparation prior to painting to assure conformance with specifications and COMDTINST M10360.3B.

Prime bare metal to prevent rusting. Re-preparation due to rust bloom shall be the responsibility of the Contractor at no charge to the Government.

NOTE: Local VOC restrictions may reduce number of paint system options permitted by the Coatings and Color Manual (Commandant Instruction M10360.3B). Ensure VOC limits of painting systems used comply with local (where work is performed) requirements.

4.5.8.2 All steel and aluminum installed under this contract shall, prior to installation, be free of mill scale and corrosion. Except where otherwise specified, all steel shall be properly primed with one liberal coat of high build epoxy primer in accordance with the Coast Guard Coatings and Color Manual (COMDTINST M10360.3B).

NOTE: Apply all coatings in strict compliance with manufacturer’s application instructions.

4.5.8.3 Where new paint is to be merged into the existing paint system, feather into the surrounding paint. Apply paint to surfaces only if they are dry and free of sand, dust, grease, or any foreign material. Apply paint only if surface is five or more degrees F. above the dew point.

4.5.8.4 Paint must have an age less than the manufacturer’s recommended shelf life. The Contractor shall supply certified laboratory reports showing product, batch number, and date of manufacture for each batch of paint to the designated Coast Guard Inspector.

4.5.8.5 Store paint for at least 48 hours prior to painting so it is maintained between 65 and 85 degrees F. Issue paint from storage so that it is applied before the paint temperature drops below 50 degrees F. Do not apply paint if the paint temperature is below 50 degrees. When ambient temperature drops below 50 degrees F. or wet weather is encountered, the Contractor shall ascertain whether the paint manufacturer recommends any substitutions of paint, alteration of paint formulas, or modified application instructions. Any substitution of paint is subject to approval of COR. Adhere to all of the manufacturer’s recommendations.

4.5.8.6 All paints shall meet the environmental standards for the locale at which they are applied. This includes, but may not be limited to, meeting volatile organic compound (VOC) limits for coating systems.

4.5.8.7 As designated in individual work items, Figure GEN-B (Paint Log) will be filled out by Coast Guard Inspector and retained by the vessel for hull history.

4.5.9 Fluid Containers & Piping. Contractor is responsible for containment, clean up, and disposal of any fluid spilled during course of their efforts (e.g., includes spills resulting from mishandling, disassembly & piping removal).

4.6 HOTWORK/WELDING

4.6.1 The Contractor shall certify that a safe atmosphere exists in and about a compartment before starting any work which may produce the heat of ignition, sparks, or flames. The Contractor shall pump down, wipe up, ventilate, or take any other action required to make the compartment safe for personnel and the work to be performed. To facilitate hot work and upon Contractor request, Coast Guard will pump down bilges, tanks, and voids to their lowest level with installed pumping systems, and shift and/or off-load fuel. Contractor shall be responsible for any further fluid removal below installed pump’s low suction. Unless otherwise provided in the specifications, further fluid removal for any other non hot work purpose (e.g., weight distribution for Drydocking) shall be Contractor’s responsibility.

4.6.2 Contractor and Coast Guard Inspectors shall comply with the hot work, atmospheric testing, ventilation, and safety precaution requirements contained in 29 CFR Part 1915, “Occupational Safety and Health Standards for Shipyard Employment”, and Naval Ships’ Technical Manual, Chapter 074, Volume 3, Gas Free Engineering.

4.6.3 Initial gas free certification shall be conducted by a NFPA certified Marine Chemist, except in such cases where a Competent Person is authorized to conduct certification in accordance with 29 CFR 1915 (59 FR 37816 of 25 Jul 94). All tests shall be conducted with equipment meeting National Fire Protection Association standards.

One current copy of the Gas Free Certificate shall be given to the vessel’s Engineer, a copy shall be posted on the ship’s quarterdeck, and a copy shall be posted adjacent to all accesses of the space, void, tank, or area where work is being performed.

4.6.4 The Contractor shall be responsible for monitoring and maintaining the “safe” condition during the entire time work is being performed. Monitoring shall be conducted by a NFPA certified Marine Chemist or a Competent Person. As a minimum, test/certification shall be made before each work shift or daily, whichever is more frequent, and duly recorded on all required certificates.

4.6.5 NO HOTWORK SHALL BE STARTED WITHOUT THE PERMISSION OF THE VESSEL’S OFFICER

OF THE DECK (OOD). Permission to proceed with hot work shall be requested at least 24 hours in advance of planned hot work. The vessel’s Quarterdeck Watch usually maintains a hot work log to ensure the OOD knows of ongoing work that can affect the safety of the vessel, where the hot work is taking place, whether a gas-free certificate is required, and whether a firewatch has been assigned. Unless otherwise indicated in the specifications, the Coast Guard will provide all firewatch personnel.

4.6.6 Unless otherwise specified, all welding and hot work shall be in accordance with MLCPAC Standard Specification 074, Welding and Allied Processes. This specification includes requirements for welders, fire watches, equipment, procedures, and safety precautions.

4.6.7 The Contractor shall submit a list of qualified welders, including welder’s name, type of qualification, and date of last qualification test, to the COR at the Arrival Conference. All welders will check in at the vessel’s Quarterdeck with the Officer of the Deck and have a Coast Guard firewatch assigned prior to commencing any “Hot Work”. Prior to welding, the Contractor shall ground the hull of waterborne vessels fore and aft in accordance with Naval Ships’ Technical Manual, Chapter 074, Volume 1, Welding and Allied Processes.

4.7 MAINTENANCE OF WATERTIGHT INTEGRITY

4.7.1 Upon completion of any work on a water or oil tight boundary (including hull), perform an “air hose test” (also known as liquid film bubble emission leak test) along entire length of affected boundary. This test shall be in addition to any NDT which may be specified. Apply a solution consisting of equal parts of liquid soap or detergent and glycerin, and 4.5 parts water, to one side of affected boundary, while applying air pressure or a jet of dry air to opposite side of affected boundary. For tanks and voids, pressurize compartment to 2 psi. For watertight compartments which are not tanks or voids, direct a jet of dry air on affected boundary. In all cases the nozzle shall be as close as possible to item under test and the stream directed against all compartment boundaries, plate connections, closures, fittings and boundary penetrations in the manner most likely to reveal leaks. The nozzle diameter shall be 3/8 inch minimum and the pressure at the nozzle shall be 90 psi minimum. Closely inspect low pressure (solution) side of affected boundary in presence of the Coast Guard Inspector. Defects/discrepancies will appear as small bubbles in soap solution. Correct defects/discrepancies and retest. Repeat until a satisfactory bubble emission test is obtained.

4.8 SCRAP/SALVAGE

4.8.1 The COR shall determine which existing materials removed or disconnected are of value to the Government, though not indicated or specified for reuse in the new work, and those materials shall remain the property of the Coast Guard and shall be placed on the deck of the vessel or Government truck, or packed/palletized and shipped by the Contractor (funded by the Coast Guard) as directed by the COR. Material not identified by the COR for retention shall be designated as scrap.

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