3230 Crane Procurement Specification SOW.pdf

C001 PURPOSE

The U.S. Army Corps of Engineers, Marine Design Center, (MDC), is issuing this solicitation for the acquisition of one (1) new marine deck crane and diesel-powered hydraulic power unit (HPU). The crane will be placed in service on the main deck level and will replace the existing Pettibone Model 130 Krane, and the HPU will be mounted below deck and replace the existing diesel HPU on the Drift Collection Vessel (DCV) HAYWARD. The DCV HAYWARD is owned by the New York District (NAN) Caven Point Marine Terminal (CPMT) and operates in the New York/New Jersey operating area. The deck crane and HPU acquired by this solicitation will be supplied to a shipyard as Government Furnished Equipment to replace the existing Pettibone deck crane and HPU.

C002 REGULATORY STANDARDS

The manufacturer shall design and construct the crane and hydraulic power unit in conformance with the following standards:

Crane shall be designed and built in accordance with API 2C 7th Edition and shall be supplied with the API 2C Monogram

Crane shall be designed and built in accordance with American Bureau of Shipping (ABS) Guide For Lifting Appliances

US Army Corp of Engineers’ Safety Manual: EM385-1-1

C003 ABS Review & Third Party Verification of API-2C

The DCV HAYWARD is classed A1, Bay, River, Sound Service, AMS by ABS, and its ABS number 7500277. Therefore, the Contractor shall have ABS review the crane for ABS compliance so that the HAYWARD can retain its class.

The Contractor shall also have ABS perform a Third Party Verification of the crane for API-2C Compliance. ABS shall issue a Statement of Fact for the API-2C verification.

The Contractor shall provide to the Contracting Officer's Representative approved and stamped copies of all drawings and documents reviewed by the ABS, with all comments resolved (if applicable). The documents shall clearly indicate that ABS verified the crane meets both standards.

C004 PURCHASER SUPPLIED INFORMATION PRIOR TO PURCHASE

The following information is supplied to the Offeror for correctly sizing the cranes sought in this solicitation:

a) Safe working load (SWL):

a. Minimum 40,000 lbs SWL at 15’ working radius

b. Minimum 6,000 lbs SWL at 80’ working radius

b) Boom length and configuration:

a. Hydraulic telescopic boom

i. Retracted length: Not to exceed 35’ from center of rotation

ii. Maximum outreach: As needed to achieve a SWL of 6,000 lbs at 80’ from center of rotation

c) Crane power:

a. Diesel driven hydraulic power unit (HPU)

b. Remotely located away from the crane in the Auxiliary Machinery Room

c. HPU and Crane shall be designed for use with and tested with

Environmentally Acceptable Lubricants (EALs).

d) Type of Vessel the crane is installed on:

a. Coastal drift collection vessel

e) Crane elevation:

a. Top of the boom (not including winches) shall not exceed 13 feet above the main deck of the vessel at the center of rotation in the stowed position.

f) Crane Pedestal:

a. The crane pedestal shall be supplied in two sections, an upper section and a lower section.

b. Each pedestal section shall be joined by a bolting flange and hardware supplied by the crane manufacturer.

c. The lower pedestal shall be 8 feet in diameter at the base. The lower pedestal will be inserted through the deck approximately 12” by the shipyard during installation and will be welded to the 8’ diameter existing crane tub.

d. The upper pedestal shall bolt to the lower pedestal and both pedestals shall be of sufficient length to place the top of the boom in the stowed position at 12 feet above the deck.

g) Significant wave heights for crane operation:

a. Vessel operates primarily on the New York and New Jersey Harbor and intercostal waterways

b. Crane shall be capable of full load lifts in seas with a significant wave height of three (3) feet.

c. Crane shall be capable of operations with a reduced capacity in sea conditions up to a maximum four (4) foot significant wave height.

h) Wind Speeds for crane operation:

a. Maximum wind speed for safe crane operation: 17 Knots (20 mph)

i) Sidelead and Offlead angles:

a. Sidelead: 5 degrees

b. Offlead: 5 degrees

j) Crane Duty cycle classification:

a. Intermediate Duty

k) Hazardous area classification:

a. None

l) Swing:

a. Rotation: Minimum 100° Port and 100° Starboard

b. Continuously Variable

c. Slew Speed: Crane shall be capable of a 200 degree swing in 1.5 min

d. Tail Swing: Maximum 12’ from center of rotation

m) Temperature:

a. Maximum Ambient temperature: 100°F

b. Minimum Ambient Temperature: 0°F

C005 DESIGN LEVEL DRAWINGS AND DATA

Reference Drawings:

1-00002 – Sht 1 – OB Profile and Hold Arg’t 1-00002 – Sht 2 - Main Deck and Above Arrgt 1-00006 – Crane Fdn 1-00022 – Machinery Arrangement – Plan 1-00023 – Sht 1 – Machinery Arrangement - Elev 1-00023 – Sht 2 – Machinery Arrangement Elev 574-D685-01 Hydraulic Power Unit

The Government will be responsible for the engineering and design effort for installing the new crane and hydraulic power unit (HPU). The required information from the Contractor is imperative to validate the adequate performance of the crane and HPU on the vessel in order to ensure that the vessel’s structure can support the offered crane. Note that this information is separate from and additional to the Proposal Technical Features Requirements.

All drawings shall be prepared in CADD form, and shall conform to the American National Standards Institute (ANSI) Standard Y14. All drawings shall be a PDF or CAD file type.

Drawing size shall be format A (horizontal or vertical) or D as defined by ANSI Y14.1. In no case will drawings of any other size or format be accepted. Title blocks shall conform to ANSI dimensions and shall be submitted to MDC for approval before use. Drawings of two or more sheets shall have follow-on sheets titled according to ANSI Y14.1 for continuation sheets and shall not be separately titled.

The Contractor shall provide to the Contracting Officer's Representative (COR) copies of all documents in accordance with American Petroleum Institute (API) 2C Section 4.1 including all drawings, calculations, pertinent design documents, as well as all pre and post contract correspondence between the Contractor and the API (if applicable) or the Contractor and ABS.

The following information shall be provided within 90 days after receipt of Notice to Proceed.

Drawings and Documents to be provided:

General Arrangements of the Crane General Arrangements of the Diesel HPU Installation Drawings for the Crane Pedestal Hydraulic Diagrams for connection of HPU to the Crane Electrical Plans and Wiring Schematics Diesel Fuel Flow requirements Diesel Exhaust Back Flow requirements Diesel Combustion Air Requirements Diesel engine Cooling System Requirements Selected Keel Cooler Drawings ABS Approvals ABS Design Verification Documents API 2C Certifications Load Charts for 3’ Significant Wave Height Operation Load Charts for 4’ Significant Wave Height Operation

All of the following technical information shall be provided:

Pedestal

The Contractor shall provide MDC engineering drawing/s of the pedestal. MDC will review the drawing/s for interfacing with the vessel.

The following technical information on the Pedestal shall be provided to MDC:

The weight of the pedestal is = __ The height of the pedestal is = __ The cross-sectional dimensions of the pedestal from the base matching the existing vessel foundation to the connection to the crane are = __ The material the pedestal is constructed from is = __ The vertical distance from the base of the pedestal to the center of gravity of the pedestal is = __ The weight of any other item(s) attached to the pedestal is = __

The Contractor shall include details on the bolting flange, brackets, bolts and hardware that the Contractor will provide upon delivery.

Connection of Pedestal to Ships Structure

The Contractor shall provide welding details for welding the lower pedestal to the crane tub and surrounding deck structure on the vessel. The crane tub is 5/8” ASTM A36 Plate. The welded joint will be 12 inches below the main deck level. A shipyard, during installation will replate the main deck area around the contractors pedestal in way of the removals of the Pettibone crane foundation.

For reference, a drawing of the existing crane foundation (1-00006 – Crane Fdn) is provided by the Government. A general arrangement drawing (1-00002 – Main Deck and Above Arrgt) is also provided by the Government. This drawing shows the location of the existing crane foundation on the vessel (frame 24).

The upper pedestal will be bolted to the lower pedestal by the shipyard with Contractor supplied fasteners.

Upperworks Weight and CG

The upperworks as used here shall include the rotating works and all other rotating components of the crane, including the hydraulic lift cylinders.

The weight of the upperworks is = __ The horizontal longitudinal distance from the axis of crane rotation to the center of gravity of the upperworks is = __ (positive if measured to the side opposite the boom) The horizontal transverse distance from the axis of crane rotation to the center of gravity of the upperworks is = __ The vertical distance from the base of the pedestal to the center of gravity of the upperworks is = __

Boom Weight and CG:

The horizontal distance from the crane rotating axis to the boom heel pin is = __ The vertical distance from the base of pedestal to the boom heel pins is = __ The weight of the boom is = __ While fully retracted, the straight distance from the boom heel pin to the center of gravity of the boom is = __ While fully extended, the straight distance from the boom heel pin to the center of gravity of the boom is = __

Crane Weight and Overturning Moment:

The Contractor shall identify the overturning moment and weight of the crane provided.

The Government will be responsible for performing calculations on the adequacy of the deck structural strength, based on the information provided. For this purpose, the crane manufacturer shall provide the overall maximum wet weight of the crane and the maximum overturning moment of the crane.

Engraved Load Charts:

The Contractor shall provide a draft of the proposed load chart that will be permanently engraved on the crane operating station.

Additional Documentation:

The deliverables listed below shall be provided prior to final acceptance of the crane by the Government.

Electronic copies of the following documents shall be provided on two (2) portable hard drives.

These must be portable hard drives due to hardware restrictions on government computers. In addition, printed and bound hard copies of the following manuals (quantity in parentheses) shall be provided:

Crane Operator’s Manual (3) Crane Parts Manual (3) Crane Capacity Manual (3) Crane Service Manual (3) Crane General Arrangement Drawing with Weights and Centers of Gravity (1) and overturning moment Certificates for a wire rope affirming its compliance with all of the standards referenced in this specification Diesel HPU Operations Manual (3) Diesel HPU Parts Manual (3) Diesel HPU Service Manual (3) Any system drawings not included in the above list (3)

C006 CRANE REQUIRED CAPACITIES

Main Hoist Lift Capacities:

The main line shall meet the following capacities:

a. Minimum 40,000 lbs SWL at a 15’ working radius

b. Minimum 6,000 lbs SWL at an 80’ working radius

Auxiliary Hoist Lift Capacities:

The auxiliary line shall meet the following capacity:

a. Minimum 6,000 lbs SWL up to an 80’ working radius.

The crane shall be capable of performing these lifts with the telescopic boom in a floating service condition and be rated for a 5 degree sidelead angle and 5 degree offlead angle. The crane manufacturer shall be required to provide all crane load capacity tables for operation of the hoist that can be considered at a 5 degree sidelead angle and 5 degree offlead angle. All load charts shall be in the English language using Imperial units (feet and lbs).

The load charts shall be engraved in metal on the crane operator’s station.

C007 LOAD MOMENT INDICATOR (LMI)

The crane shall be provided with a programmable LMI system for the main boom, with function cut-out or warning operation selected via a keyed switch on the LMI console. The LMI shall sense and display the following at all times:

Load on all hoists Boom angle Lift Radius Machine List (Sidelead) angle Machine Trim (Offlead) angle Green/Yellow/Red load Alarm indications Green/Yellow/Red machine list/trim alarm indications

Upon delivery, the LMI shall be able to be programmed by the Contractor with one load chart for the auxiliary hoist, as well as one load chart for the main hook.

The LMI shall provide alarm for near maximum load, and safety stop at max load.

C008 CRANE WINCHES AND TAGLINES

Winches:

The crane shall have one main hoist winch and one auxiliary winch. Both the main hoist winch and the auxiliary hoist winch shall have a single line speed of 150 fpm with 5 wraps on the drum.

The crane shall be provided with a one (1) main hoist drum and one (1) auxiliary hoist drum.

The main hoist drum shall be sized to hold sufficient wire rope to allow the load block to reach twenty (20) feet below the main deck while the boom is at maximum height and with five (5) wraps remaining on the drum.

The auxiliary hoist drum shall be sized to hold sufficient wire rope to allow the load block to reach twenty (20) feet below the main deck while the boom is at maximum height and with five

(5) wraps remaining on the drum.

The whip line shall have a hook speed of 150 feet per minute.

The main fall shall be a two part line and shall have a hook speed of 75 feet per minute unloaded, and 40 feet per minute loaded.

Tagline:

The crane shall have one non-powered tagline. The tagline shall be sized to appropriately control a 5/8 yard capacity clamshell. The tagline shall have sufficient wire rope to allow for the block to reach twenty (20) feet below deck while the crane is at its maximum height.

C009 CRANE DIESEL DRIVEN HYDRAULIC POWER UNIT

The crane shall be hydraulically powered by a diesel driven hydraulic power unit (HPU). The Contractor shall provide an HPU that is sized for the crane per API 2C requirements.

The diesel HPU shall be skid mounted with vibration isolators similar to Lo-Rez BR4-LS spring isolators. The HPU skid shall fit within the footprint envelope of the existing HPU, shown in Reference Drawing 574-D685-01 with a maximum installed height of 70 inches. Any deviations from the dimensions defined in the reference drawing shall be identified to the COR during the design phase of the contract.

The Contractor shall submit dimensional drawings of their proposed HPU to the COR with their proposal identifying critical connection points, to include:

Exhaust connections, Size of the HPU tank, Fuel supply and return flow rates, Engine exhaust flow rates Engine exhaust allowable back pressure Combustion air requirements Ambient heat rejection Keel coolers proposed and their size requirements.

Hydraulic Power Unit:

The HPU shall be compatible with environmentally acceptable lubricants (EALs) that are similar or equal to Enviro HOC Xtreme EAL PG and Enviro HOC Etreme EAL.

All hydraulic fittings shall use stainless steel fittings. The hydraulic fittings shall be protected with densyl tape to protect them from the effects of weather and salt water. All hydraulic hoses shall utilize stainless steel hose ends.

Diesel Engine:

The diesel engine shall be a marine auxiliary engine that shall be set up for closed circuit water cooling. The engine shall be of sufficient size to power the HPU, and it shall meet the current EPA emission regulations for its size.

A. MARINE AUXILIARY DIESEL ENGINE

Engine shall be provided with the manufacturer’s standard equipment as well as the following features and options:

Approved and certificated by ABS.

EPA Tier III certified Torsional output coupling Dry exhaust Set up for 24VDC electric start. Electric starting motors to be supplied by the engine manufacturer.

Starting batteries and a battery charger to be supplied by the manufacturer Engine mounted fuel pumps with a minimum lift of 10-feet.

Turbocharged-After Cooled Set up for electronic controls.

Configured as water/anti-freeze cooled system using keel coolers located in the hull. The system shall be complete with attached pumps, full flow bypass type thermostats, expansion tanks, keel coolers, coolant level sensors and gauges.

Expansion tanks shall be fitted with low level alarms.

Electric jacket water heater.

Engine shall be equipped with a closed crankcase vent system. The system shall be supplied with a manometer and the drain line shall be returned directly to the engine oil sump, below the oil level.

Engine turbocharger and exhaust manifold shall be insulated or water jacketed.

Setup for internal combustion air with air filter.

Engine overspeed protection shall be provided in accordance with ABS Rules.

Electric prelube pumps.

The water, lube and fuel lines to all engine connections shall be fitted with USCG and ABS approved flexible connections.

Engine oil sump shall be fitted with a ball valve Engine shall be supplied with lifting eyes and mounting support.

Duplex RACOR Fuel filters with Steel bowls Lubricating oil filters.

The supply and return fuel rate in GPM of the engine shall be identified to the government during the design phase.

Four printed sets of manuals shall be supplied for the engine and the HPU.

One electronic set of the engine and gear manuals.

Engine Manufactures recommended list of spares shall be supplied, Keel coolers supplied shall be Fernstrum keel coolers or similar.

B. ENGINE COMBUSTION AIR

The HPU diesel engine will draw air from within the Auxiliary Machinery Room. Cone filters shall be supplied with the engine.

C. HPU ENGINE STARTING/STOPPING

The HPU shall be setup for electric start using 24 VDC starter motors and contractor supplied starting batteries. Starting and stopping of the HPU engines shall be at local control panel at the engine and remotely in the pilot house crane control console.

The Contractor shall provide and install on the pilothouse console, in accordance with ABS Rules, an emergency engine shutdown for the HPU engine. The emergency shutdowns shall be alarmed at the HPU Engine Control Panel. Normal operation shall be resumed only after manual reset of the emergency shutdown at the HPU Engine Control Panels. No automatic restarting is allowed after activation of the emergency shutdowns. All emergency shutdown buttons shall be provided with guards to prevent accidental activation.

D. HPU AND ENGINE COOLING

The HPU engine and HPU hydraulic oil cooler shall be keel cooled by a common cooling system.

The Contractor shall provide new keel coolers for installation in the vessel by the shipyard. The keel cooler shall be similar to Fernstrum keel coolers with through hull piping connections. The Contractor shall identify to the Government the size and quantity of keel coolers required for the HPU. The Contractor shall use a design water temperature of 85 degrees and 0 knots SOA for sizing the keel cooler.

E. ENGINE EXHAUST

The existing exhaust silencer is horizontally mounted in the overhead of the Auxiliary Machinery Room, with the outlet of the silencer routed up through the exhaust stack. The Contractor shall identify the required size of the exhaust silencer and shall identify the allowable engine exhaust back pressure to the government.

F. ENGINE INSTRUMENTATION & ALARMS

The Contractor shall supply and install the standard, local instrumentation panel supplied by the engine manufacturer. The local instrumentation panels shall be shipped loose for mounting by the shipyard contractor. A 25 foot length cable harness shall be supplied for remote mounting the instrumentation panel. One end of the cable shall not be terminated in order to allow for field adjustment during installation.

The HPU engine shall be provided with an engine monitoring system available from the engine manufacturer.

The monitoring system provided shall report and display engine system diagnostics and present audible and visual alarms for any of the engine and gear parameters measured. All audible alarms shall be provided with silencer buttons.

The HPU engine monitoring system shall also contain the following additional alarms and instrumentation for the HPU and diesel engine:

Lube Oil Pressure

Lube Oil Temp Jacket Water Temp After Cooler Temp (if applicable) Operating Hours Pyrometers for measuring the exhaust stack temperatures Low level alarm for auxiliary expansion tanks HPU Reservoir tank level indication Hydraulic Oil Temperature Hydraulic Oil Pressure.

The HPU shall be started locally in the engine room only.

C010 CRANE CONTROLS

The Contractor shall provide electronic controls to replace the existing controls located on the Vessel Bridge. The controls shall allow for a minimum of three function simultaneous control – slew, boom, and independent hoists, such that with both hoists in operation, line speeds can be maintained on both winches. The crane shall be capable of operating two functions simultaneously at full speed, or three functions at reduced speed.

The existing Pettibone crane controls are installed in a surface mounted panel mounted on the main ships crane console. The Pettibone crane control box is 24”Wx18”Lx6”D. The main ships console is trapezoidal in shape: 30” across the top, 60” across the bottom, and 21.5” deep. The Contractor shall provide a new surface mounted panel to replace the existing panel. The new panel shall incorporate all controls for the crane, the LMI, diesel engine monitoring and alarm panel, and an emergency stop button.

The following crane controls and alarms shall be provided for the crane:

Controls mounted in the wheel house (Direct lever type).

Anti-two block (Minimum required by API-2C) Rated Capacity Hoist Limiter o To prevent cranes from picking up loads that exceed the crane’s rated capacity Visual list and trim indicators with audible alarms

The Contractor shall provide a 100 ft communication cable to connect the pilot house crane controls to the crane controls. One end of the cable shall not be terminated in order to facilitate installation. The Contractor shall terminate the cable during the installation of the crane and HPU in the shipyard.

The Contractor shall protect all controls from both electro-magnetic and radio frequency interference.

C011 CRANE PEDESTAL

The Contractor shall supply a pedestal for the crane. The pedestal shall be supplied with a lower and upper pedestal with Contractor supplied mounting flange.

The lower pedestal shall be eight (8) feet in diameter, and a minimum of 18 inches in height.

During the installation of the crane by others, the existing box pedestal will be cut and scrapped 12 inches below the existing main deck. The Contractor’s lower pedestal will be welded to the existing 8-ft diameter 5/8” wall tub.

The upper pedestal shall be of sufficient height such that the top of the main boom shall not exceed 13 feet above the deck while in the stowed position.

The Contractor shall supply all fasteners required to join the upper pedestal to the lower pedestal upon installation of the crane.

C012 CRANE SWING SYSTEM

The swing system shall allow for at least 100° of rotation port and 100° of rotation starboard. It shall be continuously variable with a required travel time of 1.5 min to swing 200 degrees.

The crane shall have a maximum tail swing of 12 feet as to not interfere with the outside deck of the wheel house.

C013 CRANE BOOM

The crane boom shall be a hydraulic telescopic design. The boom tip shall have a swivel end for the auxiliary hoist. The boom shall be provided with rope guides, a mechanical boom angle measuring device (boom angle indicator), and a boom length indicator. The boom angle indicator shall be of the non-electrical type. The retracted length of the boom shall not exceed 35 feet. The maximum outreach shall be as needed to achieve a working radius of 80 feet. The boom shall be equipped with a LED floodlight located at the boom tip and shining down.

The boom shall be equipped with dual luffing cylinders.

The boom stowed position shall be 12-13 feet above the deck excluding any top mounted winches. The boom shall be able to be stowed without the use of a boom rest.

The boom shall have a fully retracted to fully extended time of 130 seconds.

The crane shall be capable of luffing from stowed to maximum elevation in 60 seconds.

C014 CRANE LOAD BLOCKS AND CLAMSHELL

The Contractor shall provide load blocks for the main winch and auxiliary winch as well as a 5/8 yard clamshell for the main winch.

Load Blocks:

The main winch shall be provided with a six (6) part block rated for 35 tons with swiveling type hook equipped with a safety latch. The block shall allow for the deployment of the provided 5/8 yard clamshell.

The auxiliary winch shall be provided with a headache ball.

The block and headache ball shall be designed and marked in accordance with ASME B30.8.

Clamshell:

The Contractor shall provide one (1) 5/8 yard clamshell. The clamshell shall be able to be deployed with the provided load block. The clamshell’s open and close function shall be able to be operated by the tag line.

C015 WIRE ROPE

All wire rope required for rigging the crane with the telescopic boom and load blocks shall be provided by the Contractor.

The crane main hoist shall have a six (6) part line with sufficient wire rope to reach 20 feet below the main deck while the boom is at full height.

All wire rope shall be furnished with certificate stating its conformance to the requirements of

ASME B30.8.

C016 TESTING

Crane testing shall be performed by the manufacturer at the manufacturer’s facility as part of Factory Acceptance Testing. Final Acceptance Testing will be performed after the crane is installed at a shipyard to be determined and will be the responsibility of the shipyard. All testing shall conform to section 16.F of EM 385-1-1 and ABS Guide for Lifting Appliances.

FACTORY ACCEPTANCE TESTING

Principal Dimensions Verification

After the crane has been built, a Government Representative will make a complete physical inspection and inventory of the crane, its components, materials, and spare parts against the contract requirements. The Contractor shall give the COR a seven (7) business day notice prior to the initial inspection date.

A punch list of any deficiencies shall be developed and presented to the Contractor for corrective action. The Contractor must take corrective action to address all items on the punch list.

Upon correction and completion of the punch list items, a Government representative will re-inspect the items to ensure that the items are complete and meet the terms of the contract. The Contractor shall give the COR a seven (7) business day notice prior to the date of re-inspection for the clearing of the punch list.

Prior to delivery, the crane and all of its equipment shall be thoroughly cleaned, with all painting and finishes put in first class condition.

Factory Testing

Upon clearance of the crane punch list items by the COR, the Contractor shall demonstrate the following:

The crane structure can handle the required loads at the required working radii The main hoist winch can handle the required load at the required single line speed The auxiliary hoist can handle the required load at the required single line speed The HPU runs without leaks The HPU alarms and shutdowns The diesel engine sufficiently powers the HPU Power down capability

All tests shall be performed in the presence of a Government representative and an ABS representative. The Contractor shall give the COR a seven (7) business day notice prior to the testing.

Factory Testing will be completed when the Government representative and the ABS representative sign off to approve each and every test. If a test is not accepted, the Contractor shall correct the issue and perform the test again to the satisfaction of the Government representative and/or ABS representative.

Final Acceptance Testing

The Contractor shall provide a technical representative(s) to inspect the installation of the crane on the DCV HAYWARD. The Contractor shall also provide a technical representative to provide technical support and witness all crane testing performed in the shipyard.

For bidding purposes, the Contractor shall assume a representative must be on site for two (2) trips of five (5) days each not including travel time.

C017 CRANE DELIVERY

The Government will accept the crane no earlier than April 2021 at a to-be-determined shipyard for final installation of the crane.

Following satisfactory completion of all tests and correction of all deficiencies at the manufacturer’s facility, and receipt of all contract deliverables, the Contractor shall store the crane, HPU, and controls at their facility until the HAYWARD is prepared for drydocking. The COR will contact the Contractor when it is time to ship the crane and its components. At that time, the Contractor shall prepare the crane, HPU, and controls for transport and delivery to a shipyard. The shipyard will be within a 300 nautical mile radius from the following location:

USACE Caven Point Marine Terminal 3 Chapel Avenue Jersey City, NJ 07305.

The Contractor shall provide a shipping inventory list that includes all quantities and weights of each component.

The Contractor shall give the COR a seven (7) business day notice prior to the beginning shipment of the crane, its components, materials, and spare parts. A Government representative shall inspect the items to ensure that all of the items have been properly prepared for shipment.

C018 ASSEMBLY

The crane shall be delivered by the Contractor. The shipyard will be responsible for mounting the crane onto the existing crane foundation at the shipyard The Contractor shall provide the bolting flange and brackets and/or any hardware (including bolts) needed to mount the pedestal to the existing crane foundation. The shipyard will provide the labor and equipment required to install the crane.

The shipyard will be responsible for offloading all components of the crane.

The shipyard will be responsible for installation of the HPU and connection of the HPU to the crane. The shipyard will provide the labor and equipment to install the HPU.

The shipyard will be responsible for the integration of the crane and its controls onto the DCV HAYWARD. The shipyard will provide the labor and equipment to install the controls.

C019 TRAINING

The Contractor shall provide standard operating and maintenance training to seven (7) members of the crew of the DCV Hayward.

C020 CRANE WARRANTY

The crane’s warranty shall extend for one year from the date of Final Acceptance at the conclusion of the shipyard contract under which the crane will be installed.

During the warranty the Contractor shall be responsible for repairing and/or replacing all items of equipment or systems that are found defective or that have become inoperative.

C021 CONTRACT DURATION

The Contractor shall have 480 calendar days from the issuance of Notice to Proceed to construct, test, and deliver the crane in accordance with all of the provisions of this specification.