Attachment_1_-_Matinicus_Ship_Breaking_SOW.pdf

RFQ 70Z02318QPA700700

ATTACHMENT 1 – STATEMENT OF WORK

110’ ISLAND CLASS CUTTER SHIP BREAKING IN BALTIMORE, MD

FOR EX-USCGC MATINICUS

DECEMBER 6, 2017

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 110 WPB 074-002, Rev -, Welding Details Handbook Coast Guard Drawing 110 WPB 085-002, Rev -, Docking Plan Coast Guard Drawing 110 WPB 085-010, Rev C, Docking Plan, Docking/Lifting Cradle (110-WPB, 110B-WPB, 110C-WPB)

Coast Guard Drawing 110 WPB 085-010, Rev C, Docking Plan/Lifting Cradle (110-WPB, 110B-WPB, 110C-WPB)

Coast Guard Drawing 110 WPB 111-001, Rev B, Shell Expansion Coast Guard Drawing 110 WPB 114-001, Rev B, Stern Flap Coast Guard Drawing 110 WPB 114-002, Rev A, Spray Rail Coast Guard Drawing 110 WPB 117-001, Rev A, Transverse Sections (1301-1311) Coast Guard Drawing 110 WPB 131-001, Rev B, Deck Construction Plan (1301 - 1311) Coast Guard Drawing 110 WPB 151-004, Rev -, Superstructure Details (1301)

COAST GUARD PUBLICATIONS

Coast Guard Technical Publication (TP) 2924, Jun 1990, General Information Book and Operating

Manual for USCG 110 Foot Patrol Boat.

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General

Requirements Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), 2014, Drydocking

OTHER REFERENCES

None.

http://www.assistdocs.com/search/search_basic.cfm http://www.uscg.mil/directives/default.asp http://www.gpoaccess.gov/ http://www.awspubs.com/index.php http://www.techstreet.com/ http://www.nfpa.org/ http://shopping.netsuite.com/sspcmarketplace

PRINCIPAL CHARACTERISTICS

110’ (A-CLASS)

PHYSICAL

Length overall 110' 0" or 113' if stern flap present Length between perpendiculars 104' 1/2" Depth 10' 1/2" Beam, molded 21' 1" Depth, molded 10' 11-1/4" Full load draft 6' 5-3/4" Height of highest projection 55' Full load displacement 165.1 long tons

HULL

Hull BS-4360, GR 43A Steel Main weatherdeck & superstructure

5086 Aluminum Alloy

Frame spacing Various Bulkheads Seven watertight transverse Fin stabilizers Frame 22-1/2

MACHINERY

Main Propulsion REMOVED Reduction Gears REMOVED Number of Propellers REMOVED Number of Blades 5 Diameter of Propeller 49.6" Pitch 61.4"

RPM N/A

Shaft REMOVED Shaft Diameter 4" Shaft Seal Johnson Duramax split face seal Shaft Bearings Rubber Cutless or Thordon Rudders Twin underslung type, 5 sq ft each Ship's Service Generators REMOVED

TANK CAPACITIES

Fuel Oil (95%) 11,250 gal.

Fresh Water (100%) 1,760 gal.

Lubricating Oil (95%) 109 gal.

General Requirements

1. SCOPE

1.1 Intent. This standard specification invokes general requirements for performing work at a commercial contractor’s facility for Coast Guard vessels.

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements

OTHER REFERENCES

None

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 to all other work subsequently authorized by changes, modifications, or extensions to the contract.

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

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

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

3.3.3 Regulatory notifications. The Contractor shall be responsible for all regulatory notification requirements in accordance with Federal, State and local regulations. The Contractor shall submit copies of all regulatory notifications to the Contracting Officer (KO). Regulatory notifications shall be provided for including but not limited to demolition, renovation; National Pollutant Discharge Elimination System (NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint.

3.3.4 Environmental manager. The Contractor shall appoint in writing an Environmental Manager for the project, and shall be responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager shall ensure compliance with Hazardous Waste Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the Contractors’ Environmental Management Plan; ensure that all environmental permits are obtained, maintained, and closed out; ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas; ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40 CFR requirements and individual position requirements; coordinate removal of waste containers; and maintain the Environmental Records binder and required documentation, including environmental permits compliance and close-out.

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

4. NOTES

WORK ITEM 1: Towing Services, Provide

1.1 Intent. This work item describes the requirements for the Contractor to provide vessel towing services between the transit locations identified in Table 1. The contractor shall provide initial towing to the scrapping location (Point of Arrival) in accordance with this work item.

TABLE 1 - TRANSIT LOCATIONS

POINT OF DEPARTURE *POINT OF ARRIVAL

PIER PORT COUNTRY PIER PORT COUNTRY

East Wall, USCG Yard Baltimore, MD USA *TBD *TBD USA

*Point of Arrival shall be based on the Contractor’s facility location.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 110 WPB 079-005, Rev B, Stability and Loading Data Booklet

COAST GUARD PUBLICATIONS

Coast Guard Technical Publication (TP) 3249, SWBS 086, Sep 1991, General Familiarization

Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements Coast Guard Commandant Instruction (COMDTINST) M16672.2D, Mar 1999, Navigation Rules, International-Inland

OTHER REFERENCES

None.

3. REQUIREMENTS

3.1 General. The Contractor shall provide the necessary towing equipment and rigging, install towing fittings on the vessel, prepare the vessel for the tow, provide a towing vessel, qualified pilot, riding crew and assist tugs, and accomplish tow of vessel from the point of departure to the point of arrival designated in paragraph 1.1 (Intent). Towing operations shall be conducted in accordance with COMDTINST M16672.2D and all federal, State, and local regulations. The Contractor shall not use shipboard winches or any other deck machinery to control or winch the vessel for towing operations, but may use appropriate attachment points on the vessel to secure and control the vessel during towing operations.

3.1.1 CIR.

None.

3.1.2 Tech Rep.

Not applicable.

3.1.3 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences).

3.2 Stability. The vessel is currently stable for local towing, however, if the contractor’s facility is outside of the local Baltimore, MD area, towing may require additional ballast.

3.2.1 Analysis. If required, the contractor shall use the services of a Professional Engineer (P.E.) to perform a stability analysis, and develop a ballasting plan required for safe towing. The P.E. approved stability analysis, and ballasting plan shall be submitted to the COR within two weeks of contract award for CG approval.

3.2.2 Ballast. If required, the contractor shall install the additional ballast required by the ballasting plan before towing operations begin.

3.3 Pre-towing conference. Prior to conducting towing operations, the Contractor shall convene a Pre-towing Conference a minimum of 24 hours prior to the scheduled towing date. The Contractor shall notify the KO of the schedule for towing, including the Pre-towing Conference date, time, and location, a minimum of three business days in advance of scheduled towing operations. The Contractor shall have all towing equipment and rigging, including the tow vessel, available at the Pre-towing Conference for inspection by the COR. Discuss all towing plan details to the satisfaction of the COR.

NOTE

Pre-towing Conference is not required to convene at the point of departure.

3.4 Towing plan. The Contractor shall submit a written towing plan to the COR for review and approval a minimum of 48 hours prior to the scheduled Pre-towing Conference. This plan shall include two methods of tow connection: (a) Main Tow Connection and (b) Emergency Tow Connection, both of which shall include all details such as connection points, and size of lines. The towing plan shall also include but is not limited to the following:

• A statement of operating procedure and safety requirements.

• Communication plan.

• Any special precautions or actions required because of characteristics or conditions of vessel.

• Description of all stations to be manned and functions to be performed.

3.5 Sailing plan. The Contractor shall provide to the COR a sailing plan for transit under tow from the point of departure to the point of arrival designated in Table 1.

3.6 Towing requirements.

3.6.1 Daylight towing. Upon COR approval of Towing Plan, the Contractor shall ensure the tow tug arrives and departs the point of departure during daylight hours.

NOTE

While the vessel is required to leave the point of departure during daylight hours, towing operations may continue through the night provided operations are conducted in accordance with COMDTINST M16672.2D and all Federal, State, and local regulations.

3.6.2 Watch. The Contractor shall provide continuous watch on tow connections and apply grease to applicable chocks.

3.6.3 Weather. The Contractor shall ensure towing operations are conducted only in good weather. The Contractor shall obtain a weather report 24 hours before departure for a period of at least 48 hours after departure over the intended route. Submit CFR. Wind speeds shall not exceed 25 knots for the entire duration of towing operations. The maximum speed of the vessel shall not exceed six knots at any time during towing operations.

3.6.4 Signaling. The Contractor shall use light and sound signals in accordance with COMDTINST M16672.2D.

3.6.5 Personnel onboard vessel. If personnel are onboard the vessel during tow operations, the Contractor shall be aware of all personnel onboard, including both Coast Guard and civilian. The Contractor shall have direct contact via radio with the personnel and shall provide them direction as necessary during the operations.

3.6.6 Overboard suction and discharge preparation. The Contractor shall ensure all piping system valves designated by the Coast Guard Inspector are closed for transit. The Contractor shall shut and wire all overboard suctions and discharges not required for transit as designated by the Coast Guard Inspector.

Submit CFR.

3.7 Watertight integrity checks. The Contractor shall provide personnel stationed for watertight integrity checks when the vessel is under tow.

3.8 COR Notification. The COR shall be notified by the Contractor when the tow has departed the point of departure designated in Table 1. The Contractor shall provide the estimated time of arrival at the point of arrival designated in Table 1 (Contractor’s Facility). Notify the COR as required with tow progress information. Upon contract award the Contractor will be provided with the COR contact information for notifications.

This section is not applicable to this work item.

WORK ITEM 2: Scrapping

1.1 Intent. This work item describes the requirements for the Contractor to dismantle, demilitarize and recycle or dispose of a 110’ Island Class Patrol Boat.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 110 WPB 085-002, Rev -, Docking Plan Coast Guard Drawing 110 WPB 111-001, Rev B, Shell Expansion Coast Guard Drawing 110 WPB 117-001, Rev A, Transverse Sections Coast Guard Drawing 110 WPB 131-001, Rev B, Deck Construction Plan Coast Guard Drawing 110 WPB 151-004, Rev -, Superstructure Details Coast Guard Drawing 110 WPB 085-010, Rev C, Docking Plan, Docking/Lifting Cradle (110-

WPB, 110B-WPB, 110C-WPB)

Coast Guard Drawing 110 WPB 085-012, Rev B, Booklet of General Drawings

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements

OTHER REFERENCES

None.

3. REQUIREMENTS

3.1 General. The Contractor shall completely dismantle the vessel and recycle or dispose of the scrap.

The vessel is primarily composed of, but not limited to, a steel hull, aluminum superstructure and CU-NI piping.

3.2 Landing. The Contractor shall remove the vessel from the water by lifting, hauling, dry-docking or any other means capable of safely accommodating the vessel’s dimensions and weight.

3.3 Fluids Disposal. The Contractor shall remove and dispose of all residual fluids remaining in bilges, tanks and voids. The fluids collected shall be disposed of in accordance with the General Requirements, SFLC Std Spec 0000, and comply with applicable Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Tanks may contain oil, fuel and waste water. Voids may contain petroleum based preservatives.

3.4 Hazardous Waste (HW) disposal. The Contractor shall comply with SFLC Std Spec 0000 Appendix A, Requirements For Environmental Protection At Contractor Operated (Non-USCG) Facilities for HW disposal. Lead paint and asbestos are not present.

3.5 Demilitarization. The Contractor shall render all weapons systems and electronic equipment unusable by crushing, smashing, shearing, cutting, breaking, melting, burning, slashing, or other effective means to ensure the items are incapable of restoration, rehabilitation, or re-manufacture as an item usable for its originally intended purpose before turn-in to any disposal activity. The Coast Guard Inspector shall be afforded the opportunity to witness the demilitarization to ensure the material has been rendered unfit for its intended purpose. Additionally, the Contractor shall take before and after pictures and provide them to the COR. The resulting scrap shall be disposed of or recycled in accordance with the General Requirements and SFLC Std Spec 0000, and in compliance with applicable Federal, state, and local laws, codes, ordinances, and regulations in their entirety.

3.6 Dismantling. The Contractor shall completely dismantle the vessel into pieces small enough to be transported to a recycling or disposal facility. The Coast Guard Inspector shall be afforded the opportunity to witness the ship breaking to ensure the vessels have been dismantled to the point they are unfit for their intended purpose. All materials to be disposed of or recycled must be stored and transported separately.

The Contractor shall provide a certificate of recycling and disposal within 60 days of completing dismantling operations. Dismantling, recycling and disposal shall be accomplished in accordance with the General Requirements, with SFLC Std Spec 0000 and comply with applicable Federal, state, and local laws, codes, ordinances, and regulations in their entirety.

3.6.1 Recycling. The contractor shall recycle all of the metal and any other materials capable of being recycled. The contractor shall provide receipts indicating actual amounts received for all recycled material. The price of the contract will be amended through equitable adjustment based on the value received by the contractor.

3.6.2 Disposal. The contractor shall dispose of all material that cannot be recycled in a landfill, by incineration or other suitable means in compliance with all Federal, state and local laws, codes, ordinances, and regulations in their entirety.

3.7 Ownership. The U.S. Government retains ownership of the vessel until it has been dismantled. The Contractor assumes ownership of the scrap that is to be disposed of or recycled.

This section is not applicable to this work item.