Shipbreaking Specification (WMEC 210B).pdf

ATTACHMENT 1 – STATEMENT OF WORK

210’ MEDIUM ENDURANCE CUTTER SHIPBREAKING ALONG THE EAST COAST OF THE

CONTINENTAL UNITED STATES

210’ MEDIUM ENDURANCE CUTTER SHIPBREAKING

ii

TABLE OF CONTENTS

Table of Contents ...................................................................................................................................... ii Revisions Record ...................................................................................................................................... iii Consolidated List of References .............................................................................................................. iv Principal Characteristics .......................................................................................................................... v General Requirements WORK ITEM 1: Towing Services, Provide WORK ITEM 2: Scrapping iii

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

CONSOLIDATED LIST OF REFERENCES

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

All Coast guard drawings, technical publications, and standard specifications will be provided to contractors by the Coast Guard at an appropriate time, or upon request, free of charge. Other Government documents may be accessed – free of charge – from links located on the SFLC website. Commercial sites provide access to their respective documents.

COAST GUARD DRAWINGS

Will be made available as part of the official RFQ when that stage is reached

COAST GUARD PUBLICATIONS

Will be made available as part of the official RFQ when that stage is reached

OTHER REFERENCES

Will be made available as part of the official RFQ when that stage is reached v

PRINCIPAL CHARACTERISTICS

210' WMEC (B-CLASS)

PHYSICAL

Length overall 210' 6" Length between perpendiculars 200' 0" Beam molded 34' 0" Depth molded, main deck amidships 19' 6" Full load displacement 1,170 long tons Draft, full load to baseline amidships *Baseline is 9” below keel amidships

12' 0"

Design drag between perpendiculars 1' 6" Highest projection above baseline *VHF-FM ADF antenna

90' 0"

Shore tie voltage requirements 400A / 440V Frame spacing 1' 0"

MACHINERY

Main propulsion 2 ALCO Model 16-251-B Diesel Engines, 5,000 BHP total Ship's service generators 2 Caterpillar Model 3406B Diesel-driven SR4, 250 KW each @ 0.8 power factor, 440VAC, 3 phase, 60 cycle

Emergency generator Caterpillar Model 3306B Diesel-driven SR4, 180 KW @ 0.8 power factor, 440VAC, 3 phase 60 cycle

Number of propellers 2 Propeller diameter 7' 6" Number of blades, each 4 Pitch Controllable Shaft RPM 300 Shaft diameter 8.25" at exit of hull Anchor & chain Two 2,800 lb Navy Stockless Anchors, 7 shots of chain each

TANK CAPACITIES

Diesel fuel total (95%) 48,427 gal.

Fresh water total (100%) 11,693 gal.

JP-5 fuel total (95%) 4,683 gal.

Lube oil total (95%) 2,390 gal.

GENERAL REQUIREMENTS

1. SCOPE

1.1 Intent. This standard specification invokes general requirements for conducting shipbreaking / scrapping to be performed by the Contractor for Coast Guard vessels.

2. REFERENCES

COAST GUARD DRAWINGS

Will be made available as part of the official RFQ when that stage is reached

COAST GUARD PUBLICATIONS

Will be made available as part of the official RFQ when that stage is reached

OTHER REFERENCES

Will be made available as part of the official RFQ when that stage is reached

3. REQUIREMENTS

3.1 General. The Contractor must conform to all requirements specified in accordance with all local/state/federal rules & regulations.

NOTE

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

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

3.1.2 Environmental protection requirements. The Contractor must adhere to the following environmental protection requirements in accordance with all local/state/federal rules & regulations:

3.1.3 Contractor operated (non USCG) facilities. The Contractor must provide and maintain environmental protection as defined in accordance with all local/state/federal rules & regulations.

Requirements for Environmental Protection at Contractor Operated (Non USCG) Facilities, as applicable, during the performance of this availability. Contractor must plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project.

Contractor must comply with applicable Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific portion of a Federal, state, or local law, code, ordinance, or regulation in this or any other item must not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.

3.1.4 Regulatory notifications. The Contractor is responsible for all regulatory notification requirements in accordance with Federal, State and local regulations. In cases where the Coast Guard must also provide public notification, such as storm water permitting, the Contractor must coordinate with the Contracting Officer or COR. The Contractor must submit copies of all regulatory notifications to the Contracting Officer and the local Facility Engineer or Engineering Officer prior to commencement of work activities.

Regulatory notifications must be provided for including but not limited to demolition, renovation, National Pollutant Discharge Elimination System (NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint.

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

3.1.6 Hazardous Waste (HW) disposal. Contractor must comply with in accordance with all local/state/federal rules & regulations

4. NOTES

None.

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

Surface

Acquisitions Logistics Center

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

Will be made available as part of the official RFQ when that stage is reached

COAST GUARD PUBLICATIONS

Will be made available as part of the official RFQ when that stage is reached

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 conduct to dismantle, demilitarize and recycle or dispose of 210’ Medium Endurance Cutters.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Will be made available as part of the official RFQ when that stage is reached

COAST GUARD PUBLICATIONS

Will be made available as part of the official RFQ when that stage is reached

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, and steel surfaces.

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 the tanks, bilges, and voids. Fluids collected shall be disposed of in accordance with the applicable Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Tanks may contain oil, fuel and wastewater. Voids may contain petroleum-based preservatives.

3.4 Hazardous Waste (HW) disposal. The Contractor shall comply with all local/state/federal rules & regulations, and requirements for Environmental Protection at Contractor-Operated (non-USCG) Facilities for HW disposal. Bilges may contain lead ingot ballast.

3.5 Demilitarization. The Contractor shall render all 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 demilitarization to ensure material has been rendered unfit for its intended purpose.

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 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 dismantling to ensure the material has been rendered unfit for its intended purpose. All materials to be disposed of and 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, and contractor must comply with in accordance with all local/state/federal rules & regulations in their entirety.

3.6.1 Recycling. The contractor shall recycle all metal and any other materials capable of being recycled. The contractor shall include the estimated residual value of the recycled metal in their proposal, using it to offset other costs. 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.