MACKINAW_(WLBB_240)_DECK_MACHINERY_REV0_SPEC.pdf

USCGC MACKINAW (WLBB 30)

SPECIFICATION FOR DECK MACHINERY EQUIPMENT REPAIRS

FY2019

Developed By: Byron J. Belmas

(Rev-0, May 2018)

USCGC MACKINAW (WLBB-240) DECK MACHINERY EQUIPMENT REPAIRS (FY19- FY23)

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ...................................................................................................................................................... iii Consolidated List of References ............................................................................................................................... iv Consolidated List of Government-furnished Property ............................................................................................ vii Consolidated List of Critical Inspection Items ....................................................................................................... viii Principal Characteristics ........................................................................................................................................... ix General Requirements WORK ITEM 1: Configuration Management for Deck Machinery and Associated Equipment, Perform WORK ITEM 2: Perform Annual Assessment, Groom, and Operational and Weight Tests WORK ITEM 3: Technical Support, Perform WORK ITEM 4: Perform Aft Hydraulic Power Unit Routine Preventative Maintenance WORK ITEM 5: Perform Forward Hydraulic Power Unit Routine Preventative Maintenance WORK ITEM 6: Perform Mechanical Chain Stopper Routine Preventative Maintenance WORK ITEM 7: Perform Hydraulic Chain Stopper Routine Preventative Maintenance WORK ITEM 8: Perform Buoy Crane Routine Preventative Maintenance WORK ITEM 9: Perform Cross Deck Winch Routine Preventative Maintenance WORK ITEM 10: Perform Buoy Chain Winch Routine Preventative Maintenance WORK ITEM 11: Perform Single Point Davit Routine Preventative Maintenance WORK ITEM 12: Perform Dual Point Davit Routine Preventative Maintenance WORK ITEM 13: Perform Anchor Windlass Routine Preventative Maintenance WORK ITEM 14: Mooring Winch Routine Preventative Maintenance, Perform WORK ITEM 15: Perform Warping Capstan Routine Preventative Maintenance WORK ITEM 16: Hatch Hydraulic, Inspect and Test WORK ITEM 17: Accommodation Ladder, Inspect and Test WORK ITEM 18: Padeye and Tie down, Inspect and Test

USCGC MACKINAW (WLBB-240) DECK MACHINERY EQUIPMENT REPAIRS (FY14- FY18)

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 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 – as follows:

MIL/DOD/CID Specifications: http://www.assistdocs.com/search/search_basic.cfm

Commandant Instruction Manuals: http://www.uscg.mil/directives/default.asp

Public Laws, Code of Federal Regulations, U.S Codes, and other Federal Government laws::

www.gpoaccess.gov

The Government is aware of the following internet web links where contractors may procure commercial specifications:

American Welding Society (AWS): http://www.awspubs.com/index.php

ANSI, ASTM, IEEEE, NFPA, ASME, SAE Standards: http://www.techstreet.com/

NFPA: http://www.nfpa.org

SSPC Standards and pictorial guides: http://shopping.netsuite.com/sspcmarketplace

COAST GUARD DRAWINGS

Coast Guard Drawing 240 WLBB 573-001, Rev L, Buoy Handling System Arrangement

Coast Guard Drawing 240 WLBB 573-002, Rev B, Weight Handling System Arrangement

Coast Guard Drawing 240-WLBB-611-005, Rev D, Brow/Accommodation Ladder Installation

Coast Guard Drawing FL 2605-031, Rev D, Mechanical Chain Stopper, 1-7/8" Buoy Chain

Coast Guard Drawing FL 2605-034, Rev C, Mechanical Chain Stopper Repair Kit: 1-7/8", 1-5/8" & 1- 1/4"

Coast Guard Drawing FL 2605-037, Rev A, Mechanical Chain Stopper Reinstallation

NAVSEA Dwg 2803-980209, Plates, Label

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures

U.S. Coast Guard Naval Engineering Technical Standard 262 (USCG Tech Std 262), 2014, Lubricating Oils and Systems

U.S. Coast Guard Naval Engineering Technical Standard 505-2 (USCG Tech Std 505-2), 2016, Hoses and Expansion Joints

U.S. Coast Guard Naval Engineering Technical Standard 507, 2016 (USCG Tech Std 507), Machinery and Piping Designation and Marking

U.S. Coast Guard Naval Engineering Technical Standard 570, 2016 (USCG Tech Std 570), General Purpose Weight Handling Gear v (Rev-0)

U.S. Coast Guard Naval Engineering Technical Standard 573, 2014 (USCG Tech Std 573), Cargo Handling Systems – Booms and Frames

U.S. Coast Guard Naval Engineering Technical Standard 573-2, 2014 (USCG Tech Std 573-2), Weight Handling Equipment

U.S. Coast Guard Naval Engineering Technical Standard 583-2, 2013 (USCG Tech Std 583-2), Shipboard Boat Hoisting Systems

U.S. Coast Guard Naval Engineering Technical Standard 589, 2014 (USCG Tech Std 589), Cranes

U.S. Coast Guard Naval Engineering Technical Standard 613, Wire Rope (USCG Tech Std 613), Synthetic Rope, and Rigging

U.S. Coast Guard Naval Engineering Technical Standard 631, 2017 (USCG Tech Std 631), Coatings Evaluation and Maintenance

Coast Guard Commandant Instruction (COMDTINST) M9085.1 (series), Naval Engineering Computer Aided Design Standards

Coast Guard Technical Publication (TP) 3498, Section 573-A, Buoy Chain Winch, Oct 2016

Coast Guard Technical Publication (TP) 3710, Section 86-A, Buoy Handling System Operating Manual - Model BHSOM, JAN 2016

Coast Guard Technical Publication (TP) 3717, Section 167-A, Hydraulic Cargo Hatch, Jun 2003

Coast Guard Technical Publication (TP) 3720, Davit, Single Point Slewing Arm - Model RAD30-15.5, Dec 2015

Coast Guard Technical Publication (TP) 3745, Section 583-A, Crossdeck Winch - Model BMD-504, Jul

Coast Guard Technical Publication (TP) 3749, 1-7/8 Inch ATON Mechanical Chain Stopper, 26 Apr 2005

Coast Guard Technical Publication (TP) 3750, Rising Sheave Chain Stopper, Rev -, Oct 2015

Coast Guard Technical Publication (TP) 3754, Section 556-A, Pump, Hydraulic Oil Transfer - Model E- 4716, Oct 2015

Coast Guard Technical Publication (TP) 3762, Dual Point Davit - ATON Workboat - Model TWPIV5- 0A, Oct 2015

Coast Guard Technical Publication (TP) 3773, Aft Capstan – Model AMD-1533, 04 December 2004

Coast Guard Technical Publication (TP) 3792, Section 556-A, Hydraulic Power Unit (HPU) - Aft Deck & RHIB Crane - Model BMD-508, Oct 2007

Coast Guard Technical Publication (TP) 3797, Anchor Windlass / Capstan - Model BMD-511, 09 Mar

Coast Guard Technical Publication (TP) 3798, Crane & Buoy Deck Hydraulic Power Unit (HPU) Model BMD-509, Mar 2005

Coast Guard Technical Publication (TP) 3801, Section 582-A, Power Mooring System, Mar 2005

Coast Guard Technical Publication (TP) 3807, Section 556-A, Filter Cart - Model GS03466 / GS97209, Apr 2005

Coast Guard Technical Publication (TP) 3819, Section 573-A, Buoy Crane - Model EB480-60-40, Dec

Coast Guard Technical Publication (TP) 3834, Section 611-A, Accommodation Ladder - Model 611-005, Jul 2006.

Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 0000, Jan 2014, General Requirements vi (Rev-0)

Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 0740, Jan 2014, Welding and Allied Processes

Surface Forces Logistics Center Standard Specification 5000, (SFLC Std Spec 5000), Feb 2014, Auxiliary Machinery Systems

OTHER REFERENCES

ASTM International (ASTM) D4417, 2003, Standard Test Methods for Field Measurement of Surface Profile of Blast Cleaned Steel

Coast Guard Technical Publication (TP) 3801, Power Mooring System, 18 Mar 2005

Code of Federal Regulations (CFR) Title 33 CFR, 2008, Navigation and Navigable Waters

Code of Federal Regulations (CFR) Title 40, Chapter I, 2008, Environmental Protection Agency

Code of Federal Regulations (CFR) Title 49, Chapter I, 2008, Pipeline and Hazardous Materials Safety Administration, Department Of Transportation

Commercial Item Description (CID) A-A-59316, Nov 2003, Abrasive Materials for Blasting

Federal Standard (FED-STD) 595, 2008, Colors Used In Government Procurement

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

NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), May 1997, Requirements for Fabrication, Welding, and Inspection of Submarine Structure

Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 5000, Jan 2012, Inspect, Repair, and Test Auxiliary Machine Systems

The Society for Protective Coatings (SSPC) VIS 1, 2004, Guide and Reference Photographs for Steel Surfaces Prepared by Dry Abrasive Blast Cleaning

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

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2004, Power Tool Cleaning to Bare Metal vii (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.

This section is not applicable to this package.

viii (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_STD, paragraph

3.2.6.5 (Inspection report particulars)):

Work Item

Title

None

USCGC MACKINAW (WLBB-240) DECK MACHINERY EQUIPMENT REPAIRS FY214- FY17

ix (Rev-0)

PC_240_WLBB_1011

PRINCIPAL CHARACTERISTICS

240' WLBB (30 CGC MACKINAW)

PHYSICAL CHARACTERISTICS

Length Overall 240’ 0”

Depth (main deck at side to baseline) 24' 0"

Maximum Beam 58’ 0”

Height of Highest Projection (above DWL) 95' 6"

Full Load Draft 16’ 0”

Full Load Displacement (Icebreaking) 3426.73 LT Freshwater

Shore Tie Voltage Requirements 1,200 Amp total

3EA 400A 450VAC 3PH

Ungrounded forward/aft stations

HULL CHARACTERISTICS

Frame Spacing FR 19-25 = 19"

FR 33-39 = 21"

ALL Else = 20"

MACHINERY CHARACTERISTICS

Number of Propellers 2

Number of Blades per Propeller 4

Diameter of Propeller 10.25'

Pitch 96.98"

Revolutions per Minute (RPM) 226 rated 270 max

Shafting/Propulsion System Azipod

TANK CAPACITIES

Diesel Oil 115,538 gallons x (Rev-0)

Fresh Water Capacity 27,948 gallons

Hydraulic Oil Capacity 696 gallons

Lube Oil Storage 1,159 gallons

Grey Water Tank 27, 080 gallons

Sewage Holding Tank 5,313 gallons

1 (Rev-0)

00000_PWB_0312_FLT

REC_0000_FLT_ Commercial Project @ CG Facility (0212)

00000_ IDIQ_DeckMachinery Support_MWC_1212_30

General Requirements

1. SCOPE

1.1 Intent. This standard specification invokes general requirements while conducting tasks specified in this performance work statement (PWS).

2. REFERENCES

COAST GUARD DRAWINGS

None.

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2012, General Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2012, Welding and Allied Processes

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2012, Preserve Ship Structures

OTHER REFERENCES

Code of Federal Regulations (CFR) Title 33 CFR, 2008, Navigation and Navigable Waters

Code of Federal Regulations (CFR) Title 40, Chapter I, 2008, Environmental Protection Agency

Code of Federal Regulations (CFR) Title 49, Chapter I, 2008, Pipeline and Hazardous Materials Safety Administration, Department Of Transportation

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

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2004, Power Tool Cleaning to Bare Metal

3. REQUIREMENTS

3.1 General. The Contractor shall conform to all requirements specified in SFLC Std Spec 0000 and in this item, as applicable, during the performance of this availability.

NOTE

The requirements of paragraph 3.1 (General) applies to all work under the scope of this contract, whether explicitly stated in work items or not, and also to all other work subsequently authorized by changes, modifications, or extensions to the contract.

2 (Rev-0)

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

3.3 Welding and brazing requirements. The Contractor shall perform all welding and allied processes, and NDI in accordance with SFLC Std Spec 0740.

3.4 HW disposal. The Contractor shall be responsible for all hazardous wastes generated by work under this contract. Label and package all hazardous wastes in 49 CFR-approved containers, and in accordance with all other applicable Federal, state, and local laws and regulations. In addition, comply with applicable parts of 40 CFR 262, applicable to handling of hazardous wastes.

3.4.1 Along with the Government, the Contractor shall be contractually considered the co-generator of all hazardous wastes; be aware that the Government will make available its facility’s EPA Generator Identification (ID) Number for manifesting of hazardous wastes.

3.4.2 The Contractor shall use its EPA generator ID number for management, transportation, and disposal of said hazardous wastes. Ensure the following:

3.4.2.1 Contractor’s hazardous waste handlers shall comply with applicable requirements of 40 CFR 262.

3.4.2.2 The designated wastes shall be disposed of at a state or Federally-approved and permitted HW TSDF.

3.4.2.3 The name of destination TSDF(s) shall be submitted to the KO at the Arrival Conference.

3.4.3 The Contractor shall be aware of the following:

3.4.3.1 No Contractor or Subcontractor shall have the authority to sign a Hazardous Waste Manifest using the Coast Guard facility’s EPA Generator ID Number or remove contract generated hazardous waste from the Coast Guard facility without COR or KO-approval.

3.4.3.2 Local environmental regulations at the Government facilities may be more stringent than in many jurisdictions. As with all environmental regulations, it is the Contractor's responsibility to research, prepare for, and comply with local and state regulations.

3.4.3.3 Coast Guard facilities do not have Facilities Response Plans (see 33 CFR 154 Subpart F). It is the Contractor’s responsibility to furnish the Facility Response Plan (FRP) when required for over-the-water liquids transfers to and from vessels. This requirement is applicable to transfers to/from vessels with an oil/fuel capacity of 250 barrels or more.

3.5 Scope of work.

3.5.1 Work. The Contractor shall provide all personnel, labor, materials, parts, tools, test equipment, test fittings, supplies, consumables, and equipment required to maintain and support the deck machinery and associated equipment as defined in this PWS. If MACKINAW’s MAINFALL and/or AUXFALL are not available due to a casualty or otherwise, the contractor shall provide a crane, shore or barge, or similar means to facilitate buoy deck machinery testing.

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment, perform electrical tag-outs in support of maintenance, and be available to advise on rigging safety procedures as necessary. All other labor associated with maintenance tasks (i.e. rigging, parts delivery, repairs, etc) shall be provided by the Contractor.

3 (Rev-0)

3.5.2 Travel. The Contractor shall coordinate and provide all travel to support tasks onboard the vessel at the vessel’s homeport (Cheboygan, MI).

3.5.3 Parts. The Contractor shall use only new, Original Equipment Manufacturer (OEM)-approved parts for accomplishments of tasks.

3.6 Contractor qualifications. The Contractor shall provide qualified personnel to perform all contract work and services within specified time frames. Qualification requirements are as follows:

3.6.1 Contractor’s personnel in training. The Contractor may not use trainees to perform any of the required services unless each trainee performs all work under the close supervision of a technical representative. At least a (1:1) technical representative to trainee ratio shall be strictly maintained. The full cost associated with trainee efforts shall be funded by the Contractor and shall not be charged to this contract.

3.6.2 Employee identification and access. At least seventy two (72) hours prior to each ship visit to perform work under this contract, the Contractor shall submit a list of all employees who shall be performing that work to the COR. In the case of a ship visit as a result of a casualty, the list of all employees who will be performing the work shall be submitted within 8 hours after the ship visit is authorized by the KO. To gain access to the ship or other Government facilities to perform any work under this contract, each Contractor employee shall carry a picture identification card furnished by the Contractor, or other servicing agent authorized by the Contractor/Manufacturer. The employee shall prominently display this card on their person in the chest area at all times when on any Government facility, except when actively engaged in labor wherein the card might get caught in tools or operating machinery and represent a hazard to the employee.

3.6.3 Security clearances. No special security clearances are normally required to perform any work under this PWS. The Contractor shall supply a list of all employees who may be required to perform work under this PWS and periodically update that list. Prior to each ship visit to perform work under this PWS, the Contractor shall submit information on visiting employees. Should the cutter be berthed at a Department of Defense or foreign government military facility, the KO will provide instructions on the method by which the cutter crew will assist the Contractor’s representatives in meeting facility access requirements at the time the Contractor is tasked.

3.6.4 Government facility regulations. The Contractor shall observe and comply with all USCGC MACKINAW (WLBB-30) and Homeport Facility policy/instructions that might affect work performance under this PWS. A copy will be provided to the contractor after contract award.

3.7 Touch-up preservation.

3.7.1 Touch-up preservation, general. The Contractor shall prepare and coat all new and disturbed exterior and interior surfaces to match existing adjacent surfaces in accordance with SFLC Std Spec 6310.

3.7.2 Touch-up preservation, inorganic zinc surfaces. The Contractor shall accomplish the following tasks for touch-up of surfaces previously coated with inorganic zinc:

Wash down the designated surfaces with low-pressure (less than 1,000 PSI) fresh water to remove soluble chlorides and other surface contaminants.

Abrasive-blast or power tool clean all rusted/failed areas to “near-white” or “bare” metal, in accordance with SSPC-SP 10 (1.5-2.5 mil anchor profile) or SSPC-SP 11 (minimum 1.0 mil anchor profile), respectively; feather bare areas to adjacent sound coating.

Coat the prepared surfaces with an organic zinc coating, at 3-4 mils DFT, to match existing adjacent surfaces.

4 (Rev-0)

NOTE

All coating materials and associated colors are listed in SFLC Std Spec 6310.

3.8 Protective measures. The Contractor shall furnish and install suitable covering to seal off and protect all non-affected surfaces/equipment and spaces in the vicinity of the work area against contamination during the performance of work. Upon completion of work, remove protective material and inspect for the presence of contamination. Clean all equipment and spaces, contaminated due to improper protection, to original condition of cleanliness.

4. NOTES

This section is not applicable to this work item.

USCGC MACKINAW (WLBB-240) DECK MACHINERY EQUIPMENT REPAIRS FY214-

FY17

5 (Rev-0)

50000_MWC_1012_240

IDIQ_240_ConfigMgmt_Deck Machinery Support

WORK ITEM 1: Configuration Management for Deck Machinery and Associated Equipment, Perform

1. SCOPE

1.1 Intent. This work item describes the configuration management requirements for the Contractor to perform configuration management services for deck machinery and associated equipment.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 240 WLBB 573-001, Rev L, Buoy Handling System Arrangement

Coast Guard Drawing 240 WLBB 573-002, Rev B, Weight Handling System Arrangement

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M9085.1 (series), Naval Engineering Computer Aided Design Standards

Coast Guard Technical Publication (TP) 3498, Section 573-A, Buoy Chain Winch, Oct

Coast Guard Technical Publication (TP) 3710, Section 86-A, Buoy Handling System Operating Manual - Model BHSOM, JAN 2016

Coast Guard Technical Publication (TP) 3717, SWBS 167-A, Jun 2003, Hydraulic Cargo Hatch

Coast Guard Technical Publication (TP) 3720, Davit, Single Point Slewing Arm - Model RAD30-15.5, Dec 2015

Coast Guard Technical Publication (TP) 3745, SWBS 573-A, Jul 2004, Crossdeck Winch

- Model BMD-504

Coast Guard Technical Publication (TP) 3749, SWBS 573-A, Apr 2005, 1-7/8 Inch ATON Mechanical Chain Stopper

Coast Guard Technical Publication (TP) 3750, SWBS 573-A, Apr 2006, Rising Sheave Chain Stopper

Coast Guard Technical Publication (TP) 3754, Section 556-A, Pump, Hydraulic Oil Transfer - Model E-4716, Oct 2015

6 (Rev-0)

Coast Guard Technical Publication (TP) 3762, Dual Point Davit - ATON Workboat - Model TWPIV5-0A, Oct 2015

Coast Guard Technical Publication (TP) 3773, SWBS 582-A, Dec 2004, Aft Capstan - Model AMD-1533

Coast Guard Technical Publication (TP) 3792, Section 556-A, Hydraulic Power Unit (HPU) - Aft Deck & RHIB Crane - Model BMD-508, Oct 2007

Coast Guard Technical Publication (TP) 3797, SWBS 581-A, Mar 2005, Anchor Windlass / Capstan - Model BMD-511

Coast Guard Technical Publication (TP) 3798, SWBS 556-A, Mar 2005, Crane & Buoy Deck Hydraulic Power Unit (HPU) - Model BMD-509

Coast Guard Technical Publication (TP) 3801, SWBS 582-A, Mar 2005, Power Mooring System

Coast Guard Technical Publication (TP) 3807, SWBS 556-A, Apr 2005, Filter Cart - Model GS03466 / GS97209

Coast Guard Technical Publication (TP) 3819, Section 573-A, Buoy Crane - Model EB480-60-40, Dec 2015

Coast Guard Technical Publication (TP) 3834, SWBS 611-A, Jul 2006, Accommodation Ladder - Model 611-005

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), Jan 2012, Auxiliary Machine Systems

OTHER REFERENCES

None.

3. REQUIREMENTS

3.1 General.

3.1.1 CIR. The Contractor shall submit a CIR for the inspections listed in the following paragraph(s):

None.

3.1.2 Tech Rep.

Not applicable.

3.1.3 Protective measures.

Not applicable.

3.1.4 Interferences.

Not applicable.

7 (Rev-0)

3.2 Applicable machinery & equipment. The Contractor shall perform configuration management for the deck machinery specified below in accordance with SFLC Std Spec 5000, Coast Guard Drawing 240 WLBB 573-001, Coast Guard Drawing 240 WLBB 573-002, and applicable Coast Guard Tech Pubs.

TABLE 1 – APPLICABLE MACHINERY & EQUIPMENT

MACHINERY / EQUIPMENT QTY TECH PUB

Buoy Crane 1 TP-3798, TP-3819

Cross Deck Winch 4 TP-3745

Buoy Chain Winch 1 TP-3498

Aft Hydraulic Power Unit (HPU) 1 TP-3792

Fwd Hydraulic Power Unit (HPU) 1 TP-3798

Mechanical Chain Stopper 2 TP-3749

Hydraulic Chain Stopper 2 TP-3750

Single Point Davit 1 TP-3720

Dual Point Davit 1 TP-3762

Anchor Windlass (2 Wildcat/Anchors) 2 TP-3797

Mooring Winch 4 TP-3801

Warping Capstan 1 TP-3773, TP-3797

Hydraulic Hatch 1 TP-3717

Electric Accommodation Ladder 2 TP-3834

Various Aids to Navigation (AtoN) Deck Fittings (Padeyes, D- Rings, etc)

3.3 Configuration management support requirements. The Contractor shall perform configuration management for the deck machinery as described below.

3.3.1 Quarterly Configuration Management Report. The Contractor shall submit to the Contracting Officer (KO) and the Contracting Officer’s Representative (COR) a report of recommended changes to software, hardware, components, equipment, documents, drawings, etc that effect the baseline configuration. Actual requests for Configuration Changes will be based on the Engineering Change Proposal (ECP) process addressed in paragraphs 3.3.3 and 3.3.4 of this work item. When there are changes to the configuration, the Configuration Management Report shall be submitted quarterly. Changes to the baseline are categorized in the following priority:

8 (Rev-0)

Priority 1 - Changes as a result of CASREPs/casualties or Technical publication/drawing changes. Where priority one changes are identified, the Contractor will have been authorized to submit an Engineering Change Proposal as a deliverable, if applicable, through the Task Order at the time of the CASREP response, to identify and capture the baseline configuration changes. The results shall be then reflected in the Configuration Management Report for the resultant quarter.

Priority 2 – These are non-casualty changes such as obsolete component changes or Technical publication/drawing changes, etc.

Priority 3 – These are changes as a result of nomenclature, part number changes, or Technical publication/drawing changes. Priority 2 and 3 changes will be authorized by a task order when the USCG determines that the changes need to be made.

Priority 3 changes will generally be collected and updated annually.

3.3.2 Urgent Service Bulletins. The Contractor shall provide urgent service bulletins of conditions which impact the system upon issuance to the COR and KO. All changes shall be identified in the quarter report in the quarter in which they have occurred.

3.3.3 Hardware Configuration Management. The Contractor shall manage the hardware configuration of the System. The Government will provide copies of the master system technical manuals and Coast Guard drawings for the equipment listed in Section 3.2 to the Contractor, no later than (90) days after contract award. The Contractor shall maintain these baseline configuration documents up to date with installed configuration changes. The master manuals and drawings will be held at the Coast Guard Surface Forces Logistics Center, Baltimore, MD.

The Contractor shall develop, implement, and maintain a Configuration Management Plan to manage system hardware configuration. Configuration management responsibilities shall include the following.

3.3.3.1 Product Improvements/Contractor Generated Upgrades/Component Replacements. The Contractor shall track the availability of component improvements in the form of manufacturer upgrades and replacements. As upgrades or new features become available, the Contractor shall advise the Government of the improvement, its benefits, cost, impact of not upgrading, and the effects on Government storeroom items. When authorized by the KO, generally through a Delivery Order, the Contractor shall submit a formal ECP. The Contractor is also responsible for identifying and recommending proposed solutions to any interface problems with other shipboard systems and/or other collateral costs projected to result from the ECP modifications. Any configuration change that dictates a change in system spares allowance shall be identified within the ECP. Therefore, the Contractor shall revise the System parts schedule, by adding new components/piece parts, deleting removed items, or modifying items that have been replaced.

The Government will review this proposal and approve or reject within (60) days, in writing. If approved, the KO will provide direction as to the method by which the change(s) will be authorized. The cost of ECP preparations to meet this requirement shall be provided via separate price proposal.

3.3.3.2 Government Generated Upgrades. Based on evolving mission requirements and/or equipment performance, the Government may identify desired equipment enhancements or upgrades. The KO will submit a written request describing the Government’s recommended change. The Contractor shall respond to this request, within (45) days of its receipt, via a formal ECP. In the response, the Contractor shall identify and recommend proposed solutions to any

9 (Rev-0) interface problems with other shipboard systems, identify other collateral costs projected to result from the ECP modifications, and identify impacts on storeroom items. Any configuration change that dictates a change in system spares allowance shall be identified within the ECP. Therefore, the Contractor shall revise the System parts schedule, by adding new components/piece parts, deleting removed items, or modifying items that have been replaced. The Government will review this proposal and approve or reject within (60) days, in writing. If approved, the KO will provide direction as to the method by which the change(s) will be authorized. The cost of ECP preparations to meet this requirement shall be provided via separate price proposal.

3.3.3.3 Document Maintenance for Product Improvements, Upgrades and Component Replacements. As system enhancements, upgrades and modifications are installed, the Contractor shall provide updated versions of USCGC MACKINAW (WLBB-30) system configuration documentation that accurately reflect the changes. This documentation shall include technical manual revisions, drawing revisions, and the parts schedule. In the event that the baseline cutter configuration documentation is found to contain flaws, the Contractor shall notify the KO within (7) calendar days upon discovery of flaws. Once the KO approves the proposal, the Contractor shall correct the cutter configuration documentation accordingly. The Contractor shall revise the System parts schedule, by adding new components/piece parts, deleting removed items, or modifying items that have been replaced. These technical documentation revisions are required to enable the Government to update its configuration management data.

3.3.4 Software Configuration Management. The Contractor shall manage the software configuration of any software associated with the System including proprietary software, COTS software, embedded software, and interface software. Within (30) days after contract award, the Contractor shall provide a list of the software that should be managed to meet this requirement.

The Government will review the list of software and modify it, as required. Within (60) days after Contract award, the KO will confirm the final list of software to be managed under this section.

Within (180) days after contract award, the Government will provide to the Contractor the master copies of the software and software documentation for the software driven systems, except where the Contractor already has the required information. The Contractor shall be responsible for holding the master copies of the software and software documentation for the software driven systems and maintaining the baseline configuration documentation copies current with equipment software configuration changes. The Contractor shall develop, implement, and maintain a Configuration Management Plan to manage system software configuration. Configuration management responsibilities shall include the following.

3.3.4.1 Product Improvements/Contractor Generated Software Upgrades. The Contractor shall track the introduction of new software versions for COTS programs and advise the Government of their availability. For all USCGC MACKINAW (WLBB-30) unique software, the Contractor shall monitor changes in coding practices by the original manufacturer and shall advise when improvements may be available. As upgrades or new features become available, the Contractor shall assess and notify the Government of the benefits of these improvements, their costs, the impact of not upgrading, and the effects on Government storeroom items. When authorized by the KO, generally through a Delivery Order, the contractor shall submit a formal ECP. The Contractor is also responsible for identifying and recommending proposed solutions to any interface problems with other shipboard systems and/or other collateral costs projected to result from the ECP modifications. The Government will review this proposal and approve or reject within (60) days, in writing. If approved, the KO will provide direction as to the method by which

10 (Rev-0) the change(s) will be authorized. The cost of ECP preparations to meet this requirement shall be provided via separate price proposal.

3.3.4.2 Government Generated Software Upgrades. Based on evolving mission requirements and/or equipment performance, the Government may identify desired software enhancements or upgrades for USCGC MACKINAW (WLBB-30) unique software. The KO will submit a written request describing the Government’s recommended change or new requirement. The Contractor shall respond to this request, within (45) days of its receipt, via a formal ECP. In the response, the Contractor shall identify and recommend proposed solutions to any interface problems with other shipboard systems and/or other collateral costs projected to result from the ECP modifications and shall identify impacts on Government storeroom items. The Government will review this proposal and approve or reject within (60) days, in writing. If approved, the KO will provide direction as to the method by which the change(s) will be authorized. The cost of ECP preparations to meet this requirement shall be provided via separate price proposal.

3.3.4.3 Document Maintenance for Software Upgrades. As system enhancements, upgrades and modifications that affect software for System components are installed, the Contractor shall provide (2) copies of the updated software on floppy discs, CD-ROM or tape, as appropriate for re-loading onboard, in the event of a failure. One copy will be held onboard and one will be held at the Coast Guard Surface Forces Logistics Center, Baltimore, MD. The Contractor shall also provide updated versions of USCGC MACKINAW (WLBB-30) software documentation (set-up guides and user’s guides) for COTS equipment and technical manuals for USCGC MACKINAW (WLBB-30) unique System software that accurately reflect the changes. Technical documentation revisions are required to enable the Government to update its own configuration management data.

3.4 Engineering Support Services. The Government may require the conduct of engineering analyses to support system/component design changes, hardware and software modifications, or related efforts. Such analyses may include, but are not limited to feasibility studies, inspection reports, reports of onboard technical surveys, specification development, failure analyses, etc.

The Contractor shall submit a proposal to provide such services, when requested by the KO. The Contractor shall perform those services, which are subsequently authorized by the KO.

3.5 Documentation.

3.5.1 Written reports. The Contractor shall provide all written reports in electronic format with read/write capability using applications that are compatible with Coast Guard Standard Workstation III (Windows Vista, Microsoft Office, and Adobe Acrobat applications).

3.5.2 Technical manual revisions. The Contractor shall provide all technical manual (Tech Pub) revisions in electronic format as follows:

Be developed using Microsoft Office Word software and will allow for embedded text and graphics.

Version shall be compatible with Windows Vista.

Drawings included within the TP shall be developed in AutoCAD as required by COMDTINST M9085.1 (series).

Drawings shall not exceed 11 x 17 inches and will not have a CG drawing number assigned.

11 (Rev-0)

3.5.2.1 Any Commercial off the Shelf (COTS) manuals from vendors that are not provided in the above format shall be provided in an unlocked Adobe Acrobat (pdf) file.

3.5.2.2 The Contractor may provide each technical manual revision as a whole new electronic copy of the manual provided the Government is given the ability to easily print just the changed pages.

3.5.3 Drawing revisions. The Contractor shall provide all drawing revisions in electronic format in accordance with COMDINST M9085.1 (series).

3.6 General administrative support. The Contractor shall provide administrative services in support of the activities outlined in this specification, including but not be limited to the following:

3.6.1 The Contractor shall prepare and provide written reports, briefing materials and other documentation.

3.6.2 The Contractor shall provide meeting support, including but not limited to providing meeting notes.

12 (Rev-0)

58001_ANK_1112_WLBB

WORK ITEM 2: Perform Annual Assessment, Groom, and Operational and Weight Tests

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to perform an annual assessment, groom, and operational and weight tests.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

None.

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 5000, Jan 2012, Inspect, Repair, and Test Auxiliary Machine Systems

Coast Guard Technical Publication (TP) 3498, Section 573-A, Buoy Chain Winch, Oct

Coast Guard Technical Publication (TP) 3710, Section 86-A, Buoy Handling System Operating Manual - Model BHSOM, JAN 2016

Coast Guard Technical Publication (TP) 3717, Section 167-A, Hydraulic Cargo Hatch, Jun 2003

Coast Guard Technical Publication (TP) 3720, Davit, Single Point Slewing Arm - Model RAD30-15.5, Dec 2015

Coast Guard Technical Publication (TP) 3745, Section 583-A, Crossdeck Winch - Model BMD-504, Jul 2004

Coast Guard Technical Publication (TP) 3749, Section 573-A, 1-7/8 Inch ATON Mechanical Chain Stopper, Apr 2005

Coast Guard Technical Publication (TP) 3750, Section 573-A, Rising Sheave Chain Stopper, Apr 2006

Coast Guard Technical Publication (TP) 3754, Section 556-A, Pump, Hydraulic Oil Transfer - Model E-4716, Oct 2015

Coast Guard Technical Publication (TP) 3762, Dual Point Davit - ATON Workboat - Model TWPIV5-0A, Oct 2015

Coast Guard Technical Publication (TP) 3773, Section 582-A, Aft Capstan - Model AMD-1533, Dec 2004

13 (Rev-0)

Coast Guard Technical Publication (TP) 3792, Section 556-A, Hydraulic Power Unit (HPU) - Aft Deck & RHIB Crane - Model BMD-508, Oct 2007

Coast Guard Technical Publication (TP) 3797, Section 582-A, Anchor Windlass / Capstan - Model BMD-511, Mar 2005

Coast Guard Technical Publication (TP) 3798, Section 556-A, Crane & Buoy Deck Hydraulic Power Unit (HPU) - Model BMD-509, Mar 2005

Coast Guard Technical Publication (TP) 3801, Section 582-A, Power Mooring System, Mar 2005

Coast Guard Technical Publication (TP) 3807, Section 556-A, Filter Cart - Model GS03466 / GS97209, Apr 2005

Coast Guard Technical Publication (TP) 3819, Section 573-A, Buoy Crane - Model EB480-60-40, Dec 2015

Coast Guard Technical Publication (TP) 3834, Section 611-A, Accommodation Ladder - Model 611-005, Jul 2006.

OTHER REFERENCES

None.

3. REQUIREMENTS

3.1 General. The Contractor shall perform a full system assessment and grooming tasks specified below:

3.1.1 Reference documents. Refer to the following while performing all tasks specified herein:

TP-3498, TP-3701, TP-3717, TP-3720, TP-3745, TP-3749, TP-3750, TP-3754, TP-3762, TP- 3773, TP-3792, TP-3797, TP-3798, TP-3801, TP-3807, TP-3819, TP-3834, and SFLC Std Spec 5000.

3.1.2 Systems.

(1) Buoy Crane

(4) Cross deck winches

(1) Buoy chain winch

(1) Aft Hydraulic Power Unit

(1) Fwd Hydraulic Power Unit

(2) Mechanical chain stoppers

(2) Hydraulic chain stoppers

(1) Single Point Davit

(1) Dual Point Davit

(2) Anchor windlasses (2 Wildcats/Anchors)

(4) Mooring winches

(1) Warping capstan

(1) Hydraulic Hatch

14 (Rev-0)

(2) Electric Accommodation Ladders (P&S)

Various Aids to Navigation (ATON) deck fittings (i.e. padeyes, D-rings)

3.1.3 Perform grooming, non-intrusive maintenance, machinery assessment, training, and maintenance planning. The Contractor shall groom the system, perform routine non-intrusive maintenance, fully assess the material and operational condition of each system component, and instruct crew members on technical aspects of equipment operation and maintenance, all in accordance with the system specifications. Perform the following:

3.1.3.1 Perform grooming and non-intrusive maintenance. Groom and lubricate each system as specified below:

Sample and test system hydraulic fluid.

Verify that all reservoirs and gear cases are at the proper fluid level required in the system specifications.

Verify proper alignment of all installed system isolation valves, as applicable. Cycle all actuators. Verify that all associated control valves, electrical and mechanical controls, and actuators are operating properly.

Remove air from the hydraulic system, as applicable. Break mechanical joints at high points while cycling actuators, if required, to bleed air from the hydraulic system.

Make adjustments, as required, to all components (e.g., sensors, controls, readouts, pressure control valves, flow control valves, etc.) to achieve proper operation and proper operational parameters.

Identify all lubrication points in the system. Lubricate these points.

Torque foundation bolts on the following equipment:

Complete fluid changes, inspections, and torque requirements as specified in Table 1- Service Requirements.

TABLE 1 -SERVICE REQUIRMENTS

SYSTEM TYPE OF SERVICE REQUIRED

INSPECT/TORQUE

REQUIREMENT

Crane and Buoy deck HPU Check Noise Suppressor None

Buoy Handling Crane Renew Gear Oil None

Capstan Renew Gear Oil Inspect/Torque Foundation Bolts

Crane and Buoy Deck HPU Grease Pump Coupling None

Aft Deck HPU Grease Pump Coupling None

Power Mooring Winch Renew Gear Oil Inspect/Torque Foundation Bolts

Cross Deck Winch Renew Gear Oil Inspect/Torque Foundation Bolts

15 (Rev-0)

Winch Brake Inspect Brake Shoe Lining None

Buoy Handling Crane Renew Gear Oil Inspect/Torque Foundation Bolts

Single Point Davit Renew Gear Oil on Swing Drive and Winch

Inspect/Torque Foundation Bolts

Single Point Swing Drive None Inspect/Torque Mounting Bolts

3.1.3.2 Machinery assessment (determine required intrusive maintenance and repairs):

Determine all required “intrusive maintenance” (see section 4).

Determine all required “repairs” (see section 4).

Determine the urgency of each required intrusive maintenance action and repair; sort them by urgency.

Discuss the cutter’s in-port schedule with the cutter’s port engineer and determine the optimum time to perform the required intrusive maintenance and repairs.

Determine all material required to perform the intrusive maintenance and required repairs, including all associated part numbers and a source for the material.

3.1.3.3 Training. While performing other grooming and maintenance tasks, provide informal verbal training to on-looking Ship’s Force personnel:

Respond to technical questions

Describe adjustments being made, how and why

Describe non-intrusive maintenance actions being performed, how and why

Make recommendations for equipment care

Relate all the above to the Government-furnished documentation

3.2 Perform periodic operational and weight tests. Upon completion of all grooming and assessment tasks, the Contractor shall perform a test on the following systems, using the Contractor proposed procedure approved by the KO that complies with the guidelines specified below.

TABLE 2 - TEST REQUIRMENTS

SYSTEM

TYPES OF TEST AND SERVICE

REQUIRED

RATED LOAD

Buoy Chain Winch Test IAW USCG Tech Std 573-2) Rated =16,500 lbs

16 (Rev-0)

Cross Deck Winches

Test IAW USCG Tech Std 573-2) FWD Port and Starboard

Rated=8,574 lbs

AFT Port and Starboard

Rated=9,025 lbs

Mechanical Chain Stoppers Test IAW USCG Tech Std 573-2) Rated=16,647 lbs

Hydraulic Chain Stoppers Test IAW USCG Tech Std 573-2) Rated=16,647 lbs

Buoy Crane Test IAW USCG Tech Std 589) Rated=40,000 lbs

Single Point Davit Test IAW USCG Tech Std 570) Rated=6,000 lbs

Dual Point Davit Test IAW USCG Tech Std 570) Rated=9,350 lbs

Anchor Windlass System Operational Test N/A

Mooring Winches Operational Test N/A

Warping Capstan Operational Test N/A

Hydraulic Hatch Operational Test N/A

Accommodation Ladders Test IAW USCG Tech Std 570) Rated=1,034 lbs

ATON Deck Fittings (D-Rings) Test IAW USCG Tech Std 570) Rated=14,000 lbs 15,000 lbs – as approved by SME (Brian Beverly – email dated Monday, 10/2/2017).

ATON Deck Fittings (non-D-rings, padeyes)

NDE N/A

3.2.1 Guidelines for performing no-load operational tests.

Verify that all system safeties are operating properly and that the machinery is safe to handle weights.

17 (Rev-0)

Operate each actuator to verify that all controls, readouts, and actuators are functioning properly.

3.2.2 Guidelines for performing static load weight tests.

For hoisting machinery, demonstrate that the hoisting machine is safe to handle a dynamic load test weight. Verify that if the dynamic load test weight is being handled, and power is secured, the hoist brake will stop and control the dynamic load test weight.

For hoisting machinery, demonstrate that the brake for each hoist is capable of producing static friction torque greater than or equal to 1.33x the torque required to slow the dynamic load test weight to a stop. (See table 2 for required weight)

For all machinery, demonstrate that no permanent deformation or damage occurs when the system is statically loaded with 1) a test weight or 2) tension that exceeds the highest expected during normal operations.

3.2.3 Guidelines for performing dynamic and rated load weight tests.

3.2.3.1 Dynamic load tests.

Demonstrate that the system is capable of developing in each actuator a force or torque, as applicable, that is within 10% of the theoretical stall force or torque of the actuator, without disturbing the prescribed settings of relief valves or pump compensators. If it is not practicable to achieve the torque/force specified above, the highest practicable force should be demonstrated. (See table 2 for required force)

For hoists hoisting machines, the force should not be less than 125% of the working load limit of the system.

For hoisting machines where test load weights are used, dynamic load test weights should be cycled through the system’s full range of motion 3 complete cycles, as far as practicable. The number of cycles may be reduced only with the permission of the COR during the test.

For hoisting machines where test load weights are used, the dynamic load test weight should stopped in the lowering or pay-out direction at least 3 times. Verify that the actuator’s braking mechanism holds the dynamic load test weight without slippage.

3.2.3.2 Rated load tests.

Demonstrate that all mechanical power transmission components in the system are properly assembled, properly installed, properly adjusted, and are capable of operating through a complete duty cycle without developing unusual or substandard performance characteristics (e.g. noise, binding, overheating, slow operation, etc.).

For hoisting machines, the rated load test weight for the system should be as close to the working load limit (WLL) of the system as practicable.

For hoisting machines, the rated load test weight should be cycled through the system’s full range of motion 10 complete cycles, as far as practicable. The number of cycles may be reduced only with the permission of the COR during the test.

For hoisting machines, the rated load test weight should be stopped in the lowering or pay-out direction at least 3 times.

For all machines, verify that each actuator’s braking mechanism holds the rated load

18 (Rev-0) test weight without slippage.

3.2.4 Guidelines for performing operational tests. Demonstrate that all mechanical power transmission components in the system are properly assembled, properly installed, properly adjusted, and are capable of operating through a complete duty cycle without developing unusual or substandard performance characteristics (e.g. noise, binding, overheating, slow operation, etc.).

3.2.5 Guidelines for performing pull tests. Refer to paragraph 3.2.7 of (SFLC Std Spec) 5000 for pull test requirements.

3.2.6 Guidelines for performing NDE. Refer to paragraph 3.2.5 of SFLC Std Spec) 5000for pull test requirements.

3.2.7 Fabricate and Install Label Plates. The Contractor shall fabricate and install a label plate in accordance with Appendix B of 5000_STD. (Refer to Table 2 for requirements)

3.3 Final assessment report. Within 14 days of the conclusion of the visit, the Contractor shall submit a final report to the COR that contains the information specified below:

List of all work accomplished

List of all Certifications and CFRs submitted

List of all pending work and current status

List of any parts resulting from work accomplished required for dealer turn-in

4.1 Definitions.

4.1.1 System components. System components include for the specified system:

All associated electrical components (e.g. cable, contactors, motors, solenoids, controls panels, etc.) downstream of the system breaker.

All associated mechanical and structural components, including all associated machinery foundations and ship’s structure 5 inches out from the weld joint that attaches each associated machinery foundation to ship’s structure.

4.1.2 “Dynamic Load Test”: A weight test used to verify that all mechanical power transmission components in a system are properly assembled, properly installed, properly adjusted, and are capable of producing enough force (i.e., pressure, torque, etc…) to hoist or haul the dynamic load test weight.