12-Specifications and Requirements BLD2130662B1.pdf

SPECIFICATIONS AND REQUIREMENTS

SHIP-TO-SHORE CRANE 5KV POWER CABLE REPLACEMENT

1.0 GENERAL

1.1 Broward County Port Everglades Department owns and operates thirteen

(13) ship-to-shore container cranes at Port Everglades Southport location.

The 5KV power cables on two cranes, identified as SP-3 and SP-7, have exceeded their useful service life and require replacement. This is a turnkey project, and the Contractor shall furnish all labor, supervision, project planning, project scheduling, safety provisions, parts, materials, equipment, and tools needed to perform the work scope as detailed in these specifications.

1.2 The Contractor shall assign a dedicated Site Foreman for the duration of the project. This individual must remain on-site from project initiation through completion and shall have decision-making authority for routine matters. The Site Foreman must be reachable by cell phone as needed and is responsible for maintaining regular communication with the crane maintenance shop regarding job activities. Effective and consistent communication is essential, as the job site may change daily,

1.3 The Contractor shall ensure continuous and adequate supervision of all work and coordinate all site activities with the Contract Administrator or the designated Project Manager.

1.4 The Contractor shall submit a detailed work schedule to the Project

Manager for review. This schedule must include planned workdays, work hours, and a contingency plan for any required make-up or rework. The Contractor is expected to adhere to this schedule in coordination with the Contract Administrator or designated Project Manager. Uninterrupted access to each crane will be provided, and all work on each crane must be completed within five (5) consecutive calendar days—including any weather-related delays—to meet the turnkey project requirements.

1.5 The Contractor’s offered price shall be for full compensation all-inclusive of labor, parts, tools, equipment, profits, fringe, mobilization/demobilization, tariffs, etc.

2.0 DEFINITIONS

2.1 “PORT / COUNTY / PED / OWNER” shall mean the Port Everglades

Department of Broward County.

2.2 “CONTRACT ADMINISTRATOR / PROJECT MANAGER” shall mean the reporting point with the Port Everglades Department of Broward County.

The Port Department’s Contract Administrator will be the Crane Section Manager, Port Maintenance Manager.

2.3 “CONTRACT” shall mean the entire and integrated written contract between the County and Contractor concerning the Work.

2.4 “CONTRACT PRICE” shall mean the money that the County has agreed to pay Contractor for completion of the Work in accordance with the Contract Documents.

2.5 “CONTRACT TIMES” shall mean the number of days or the dates by which

Contractor: (a) achieve Milestones, if any; (b) achieve Substantial Completion; and (c) complete the Work.

2.6 “Contractor” shall mean the individual or entity with which the County has contracted for performance of the Work.

2.7 “PROJECT” shall mean the total undertaking to be accomplished for the

County by engineers, contractors, and others, including planning, study, design, construction, testing, commissioning, and start-up, and of which the Work to be performed under the Contract Documents is a part.

2.8 “WORK” shall mean the entire construction, or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction; furnishing, installing, and incorporating all materials and equipment into such construction; and may include related services such as testing, start-up, and commissioning, all as required by the Contract Documents.

2.9 “CHANGE ORDER” shall mean a document which is signed by Contractor and the County and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Times, or other revision to the Contract, issued on or after the Effective Date of the Contract.

2.10 “FIELD CHANGE ORDER” shall mean a written order issued by the County which requires minor changes in the Work but does not change the Contract Price or the Contract Times.

2.11 “NOTICE TO PROCEED” shall mean a written document issued by the County's Contract Administrator instructing Contractor to begin Work.

2.12 “SUBSTANTIAL COMPLETION” shall mean the time at which the Work (or a specified part thereof) has progressed to the point where, in the opinion of County, the Work (or a specified part thereof) is Sufficiently complete, in accordance with the Contract Documents, so that the Work (or a specified part thereof) can be utilized for the purposes for which it is intended.

2.13 “FINAL COMPLETION” shall mean the date certified by County's Contract

Administrator that all of the conditions of all the required permits and regulatory agencies have been met, all Work, including corrective Work, has been performed by Contractor, and all administrative requirements of the Contract Documents have been completed and received from the Contractor, corrected shop drawings and final plans, a final bill of materials, final invoice, copies of pertinent test results, correspondence and other necessary documentation relating to the Work.

3.0 POINTS OF CONTACT AND INTERFACE REQUIREMENTS

3.1 BROWARD COUNTY CONTACT

3.1.1 The Contractor shall coordinate all work and communications through the Contract Administrator or the designated Project Manager.

3.2 CONTRACTOR CONTACT

3.2.1 Contractor shall work with the County’s Harbor Master Section, and the Contract Administrator or the designated Project Manager, to obtain and coordinate vessel operating times, crane assignments and crane availability.

4.0 CONTRACTOR’S QUALIFICATIONS

4.1 The project shall be executed by a qualified Contractor. To demonstrate qualifications, the Contractor must submit with their proposal a list of at least three (3) ship-to-shore container crane electrical replacement, retrofit, or repair projects successfully completed within the past ten (10) years. Each project must include the name of a reference and a current contact telephone number.

4.2 All work shall be performed by skilled mechanics/technicians or qualified apprentices working under their direct supervision. To be classified as a “Skilled Mechanic/Technician,” individuals must have a minimum of five (5) years of experience working with the parts, materials, tools, and equipment commonly used in electrical replacement, retrofit, or repair work specific to ship-to-shore container cranes.

5.0 CHANGES AND MODFICATIONS

5.1 Contractor shall not make any changes or alterations to the cranes or ancillary equipment without the prior written authorization of the Contract Administrator.

6.0 DAMAGES AND REPAIRS

6.1 Contractor shall be responsible for the cost of any damage to the cranes and/or related equipment caused by the Contractor, its personnel, or subcontractors. Such cost will solely be the Contractor’s expense with no additional cost to the County.

6.2 Damage to the cranes or related equipment must immediately be reported to the Contract Administrator or designee. Damage reports may be brief but must clearly describe the damage, the parts that will need to be repaired or replaced, and cause (if known). Digital photographs must be taken of each damaged component and/or part to further record and document the extent of the damage. Photographs shall be provided to the Contract Administrator along with the report within 24 hours of occurrence.

6.3 Upon completion of any damage repairs and/or replacement, the Contractor shall prepare and submit a detailed report which documents the damage repairs made, itemizes the parts replaced, documents the repaired crane and crane subsystem’s safety and reliability resulting from the repair. In addition, any deviation from the original specifications or conditions resulting from the repair must also be documented.

7.0 SAFETY, ENVIRONMENTAL, & SECURITY

7.1.1 A project kick-off meeting shall be conducted prior to the start of work to review all project requirements and address key topics, including:

• Contractor access to all necessary County facilities

• General work practices

• The Contractor’s proactive approach to personnel safety

• Environmental sensitivity and compliance

• The Contractor’s overall plan for project execution and completion

County personnel participating in the meeting will include representatives from the Crane Section and the Port Operations Division. Information discussed and agreed upon during this meeting will become part of the project’s scope of work and standard operating procedures to help prevent future complications. The

Contractor is encouraged to establish clear guidelines and expectations prior to submitting final pricing.

7.1.2 The Contractor shall designate a Ground Safety and Environmental Representative who will have the authority to stop work immediately if any safety or environmental regulations are violated.

7.1.3 Prior to the start of the job, a safety meeting shall be conducted on-site to review all required safety precautions and procedures for operating within the container terminal where the cranes are located. The Contractor shall develop a Site-Specific Safety and Environmental Manual tailored specifically to this project. This manual shall be reviewed with all crew members by the Job Foreman and/or the designated Ground Safety Representative to ensure that every employee understands the safety protocols and the appropriate actions to take in the event of an emergency.

7.1.4 The job foreman and ground safety representative shall coordinate all safety measures with crane maintenance personnel before starting any work. The Contractor shall not commence work or relocate to a new work area without first notifying maintenance personnel. These precautions are essential to help ensure the safety of all personnel on-site.

7.1.5 Contractor shall be fully responsible for its employees’ and subcontractors’ safety within all active work areas. Contractor’s personnel must be equipped with appropriate OSHA-compliant personal protective equipment (PPE), including but not limited to hard hats, hearing protection, and safety glasses. All rigging, scaffolding, and related equipment used on-site must comply with OSHA standards.

7.1.6 Contractor shall install barricades under the crane where potentially hazardous work is being performed in order to safeguard personnel and equipment in the surrounding area.

7.1.7 Contractor shall coordinate its work with any other ongoing contracts or activities occurring within, or adjacent to, the project area.

7.1.8 Contractor shall ensure that all employees are properly trained and adequately supervised to safely and effectively perform their assigned tasks.

7.1.9 Contractor shall promptly and thoroughly document and report all accidents or incidents occurring within Contractor’s working areas or activities involving Contractor’s employees, staff, cranes and/or other persons or equipment. Reports must be submitted to the Contract Administrator in a timely manner.

7.1.10 Contractor shall establish and implement an effective crane and workplace safety program, at no additional cost to the County, which must include Lock Out/Tag Out (LOTO) procedures.

7.1.11 Contractor shall establish and maintain a clean, organized and safe working environment on the cranes, and within all designated work areas.

7.1.12 Contractor shall designate a Ground Safety Representative responsible for monitoring and maintaining cleanliness and order in the work areas. This includes ensuring that no tools, materials, rigging, equipment, or debris are left unattended in a manner that could potentially be a safety hazard to crane maintenance personnel, crane operators, or other County personnel. The Job Foreman shall provide oversight of the Ground Safety Representative.

7.1.13 Contractor shall be responsible for the proper disposal of all used or discarded materials from the job site in accordance with applicable regulations.

7.1.14 Contractor’s employee assigned to this project must, at Contractor’s expense, successfully pass a criminal background check in order to obtain both Port Everglades identification cards and a federally issued Transportation Worker Identification Card (TWIC). Both ID cards are required for access to the restricted security area where the cranes are located.

8.0 LIQUIDATED DAMAGES

8.1 The Contractor shall be provided with uninterrupted access to each crane and must complete all work on each crane within five (5) consecutive calendar days, from start to finish. The timeframe includes any delays due to inclement weather. Upon completion of work on a crane, a County representative will conduct a final inspection and, upon approval, schedule access to the next crane.

8.2 Contractor and the County acknowledge that time is of the essence in this Contract. The County will incur financial losses if the work is not completed within the timeframe specified in Section 8.1, including any approved extensions granted in accordance with the contract.

8.3 In the event, the Contractor neglects, refuses, or fails to complete the remaining work within the specified timeframe in Section 8.1 or within any properly granted extension, the Contractor shall be liable to the County for the amount specified in Section 8.4.

8.4 Liquidated Damages will be assessed to cover the County’s costs for administration, engineering, supervision, inspection, and other related expenses. These damages will be charged for each calendar day that any portion of the work remains incomplete beyond the specified deadlines for Substantial Completion and Final Completion.

Substantial Completion: In the event that Substantial Completion is not achieved by the specified date, the Contractor shall be subject to liquidated damages in the amount of $1,000 per calendar day, per SP- 3 or SP-7 crane, until Substantial Completion is attained.

Final Completion: If Final Completion is not achieved by the agreed-upon date, the Contractor shall be liable for liquidated damages in the amount of $2,000 per calendar day for the entire project.

Liquidated damages will be applied separately and concurrently for each missed Substantial Completion and Final Completion deadline. The Contractor expressly waives any defense against the enforcement of these liquidated damages, including claims that they constitute a penalty or are not reasonably related to the County’s actual damages.

Liquidated damages will be applied separately and concurrently for each missed Substantial Completion and Final Completion deadline. The Contractor expressly waives any defense against the enforcement of these liquidated damages, including claims that they constitute a penalty or are not reasonably related to the County’s actual damages.

9.0 SCOPE OF WORK

9.1 All work shall be performed at Port Everglades Southport Terminal, on cranes identified as SP-3, and SP-7. The scope of work includes the removal of the existing 5KV power cable, installation of the new cable, termination of all conductors and fiber optics, followed by testing, and commissioning.

9.2 All removal, preparation and installation activities shall be performed in strict accordance with the manufacturer’s instructions. In the event of a conflict between the manufacturer’s instructions and other requirements, the County will render the final determination to resolve the issue.

9.3 All parts and materials shall be installed in accordance with the manufacturer’s instructions. A Manufacturer’s Representative shall visit the site, at no additional cost to the County, to review the Contractor’s installation process and provide recommendations if necessary. If the Manufacturer’s Representative disagrees with any aspect of the installation or use of any parts or materials, work shall stop until the issue is resolved, and the resolution is documented in writing.

9.4 All electrical work shall comply with the latest edition of the National Electric

Code (NEC).

9.5 Contractor shall adhere to all applicable safety requirements when entering manholes and pits. Coordination with PED is required prior to performing any such work.

9.6 The Contractor shall be responsible for dewatering and / or cleaning all manholes, as necessary to safely perform the work in compliance with all applicable project requirements.

9.7 The work to be performed includes, but not limited to, the following:

9.7.1 Removal of the Existing 5KV power cable

9.7.1.1 Secure power off at the switchgear and rack out the

breaker.

9.7.1.2 Assure there’s no power on the cable.

9.7.1.3 Remove electrical and fiber terminations on the wharf power pit.

9.7.1.4 Remove electrical and fiber terminations on the crane’s

CAVOTEC slip ring system.

9.7.1.5 Unreel the power cable and dispose.

9.7.2 Installation of NEW 5KV power cable

9.7.2.1 Furnish and install new power cable on the CAVOTEC

pull and store reels free of any twisting.

9.7.2.2 Furnish and install all electrical and fiber terminations on the crane’s CAVOTEC slip ring system.

9.7.2.3 Dewater and clean wharf power pit of any debris.

9.7.2.4 Ensure that the anchor assembly shall accommodate

the routing of the new power cable originating from either side of the cable trench, down through the power cable funnel and onto the cable pull reel without contacting or rubbing against any sharp or rough surfaces.

9.7.2.5 Secure the power cable through the CAVOTEC wall

mounted cable anchors.

9.7.2.6 Furnish and install Kellems Grip cable strain relief and concrete anchors to the wharf power pit on accordance with CAVOTEC instructions.

9.7.2.7 Furnish and install all electrical and fiber terminations on the wharf power pit.

9.7.3 Commissioning and Testing

9.7.3.1 Upon completion of installation of all 5kV conductors, perform HIPOT (HIGH POTIENTIAL TEST) test and visual inspection on all conductors. Provide report prior to energizing any equipment.

9.7.3.2 Visual Inspection:

9.7.3.2.1. Inspect exposed sections of cables for

physical damage.

9.7.3.2.2. Inspect shield grounding, cable supports, and terminations.

9.7.3.2.3. Verify that visible cable bends meet

manufacturer’s minimum bending radius requirement.

9.7.3.2.4. Verify installation of fireproofing tape and

identification tags.

9.7.3.3 Insulation-Resistance Test:

9.7.3.3.1. Test all new and service-aged cables

with respect to ground and adjacent conductors.

9.7.3.3.2. Test data shall include megohm readings

and leakage current readings. Cables shall not be energized until insulation-resistance test results have been approved by the County’s Representative. Test voltages and minimum acceptable resistance values shall be:

9.7.3.3.3. Submit a field test report to the County’s

Representative that describes the identification and location of cables tested, the test equipment used, and the date tests were performed; identify the persons who performed the tests; and identifies the insulation resistance and leakage current results for each cable section tested. The report shall provide conclusions and recommendations for corrective action.

9.7.3.4 Fiber Optic Test:

9.7.3.4.1. Before Installation it is suggested that

each individual fiber in a cable be tested with an OTDR for length and transmission anomalies while on the reel before installation.

9.7.3.4.2. All fiber strands shall be tested end-to-end

for bi-directional attenuation, 850 nm/1300 nm. Tests should be conducted in compliance with EIA/TIA-526-14 or OFSTP 14, Method B, according to the manufacturer’s instructions for the test set being utilized.

9.7.3.4.3. Tests must ensure that the measured link

loss for each strand does not exceed the “worst case” allowable loss defined as the sum of the connector loss (based on the number of mated connector pairs at the EIA/TIA-568 B maximum allowable loss of

0.75 dB per mated pair) and the optical loss.

Voltage Class Test Voltage Min. Insulation Resistance 5kV 2,500 VDC 1,000 megohms

9.7.3.4.4. After termination and bulkhead mounting, each terminated fiber is to be tested for end-to-end loss with a power meter/light source. As above, results are to be recorded and supplied to the County.

9.7.3.4.5. Test all fibers for proper readings from

the e-house to maintenance facility.

Assure of proper operation and connectivity.

9.7.3.5 Operational Test:

9.7.3.5.1. After all the terminations and required

testing are completed secure power on at the switchgear and rack in the breaker.

9.7.3.5.2. Assure the phase rotation is correct. Make

all necessary adjustments to the limits of the power cable and the fiber optic coupling.

9.7.3.5.3. Perform a full functional test of the power

cable and the fiber optic limits and crossover positions for proper operation.

9.7.4 Clean Up and Demobilization

9.7.4.1 It is with the upmost importance that no metal objects or any debris are left on the CAVOTEC slip ring system or the wharf power pit. The Contractor shall dispose of all debris and used parts and materials.

9.7.4.2 The Contractor’s tools, equipment, supplies, and any

associated items from the working section shall be removed by the Contractor prior to starting the next crane.

9.7.4.3 All debris must be properly disposed of by the Contractor.

10.0 MATERIALS

10.1 Parts and materials shall be furnished in unopened, clearly identifiable factory packaging. All associated parts and materials shall be manufactured by the OEM for the Products listed below (No substitutes):

10.1.1 Power Cable:

Qty: three (3) @ 2,300 Feet Each See Drawing Number: 6690-E Brand: Prysmian 5KV PROTOLON(SM-R)-LWL.

Part Number: Shown Below.

PROTOLON(SM-R)-LWL (N)TSKCGEWOEU 3x2/0AWG+1x1/0AWG+

1x8AWG+1x(12G62.5LWL) BLACK 5 kV

10.1.1.1 5,000 V cable shall be used on 4,160 V distribution systems as referenced in Exhibit A.

10.1.1.2 Cables shall be shipped on reels such that it is protected from mechanical injury. Each end of each length of cable shall be hermetically sealed with manufacturer’s end caps and securely attached to the reel.

10.1.2 Cable Breakout Boot:

Qty: two (2) Brand: Raychem Part Number: CBR-6-1-A

10.1.3 Heat Shrink Tubes:

Qty: twenty-four (24) @ 4 Feet Each Brand: 3M Part Number: ITCSN 3/0AWG-400KCM

10.1.4 Load Break Elbows:

Qty: six (6) Brand: Elastimold 600A Deadbreak Elbow with grounding kit Part Number: K655LR-G0250

10.1.5 Cable Strain Relief:

Qty: two (2) Brand: Kellems Grip Part Number: Shall be the appropriate size for the power cable.

Stainless Steel.

10.1.6 Fiber Optic Connectors:

Qty: twenty-four (24) Brand: Corning UniCam Connector, ST 62.5 μm multimode (OM1) Part Number: 95-000-51

10.1.7 Spider Fan-Out Kit Insert 6F, orange:

Qty: four (4) Brand: Corning Spider Fan-Out Kit Insert, 3.0 mm, 250 μm

Part Number: INS-06F-250-3-O

10.1.8 Spider Fan-Out Kit, Base 4 Slot:

Qty: four (4) Brand: Corning Spider Fan-Out Kit Insert, 3.0 mm, 250 μm Part Number: SFK-BASE-4SLOT

10.2 Each cable / fiber is to be permanently labeled at each end with a unique number. In addition, labels shall be affixed to the cable / fiber at every transition of a vault, hand hole, riser closet, or major pull box.

10.3 Fiber ends are to be terminated in ST-type connectors with composite ferrules. They must be of the "epoxy and polish".

11.0 INSPECTION & QUALITY CONTROL

11.1 Site Access: The County’s designated representative shall be granted full access to verify compliance with all project specifications. This access shall be provided at no additional cost to the County and shall not impede or delay the Contractor’s progress.

11.2 Worksite Cleanliness: The Contractor is responsible for maintaining a clean, safe, and orderly work environment throughout the duration of the project.

11.3 Materials Approval: All parts and materials utilized by the Contractor are subject to inspection and approval by the County’s Representative. Any items that do not meet the specified requirements shall be removed from the site and replaced with approved materials at the Contractor’s expense.

11.4 Installation Standards: All removal and installation procedures shall be subject to inspection by the County’s Representative. Any components that are improperly installed or exhibit excessive damage must be removed and replaced to the satisfaction of the County.

11.5 Workmanship Requirements: Acceptable workmanship shall be defined by proper preparation, accurate installation, reliable operation, and a professional final appearance. Deficiencies or incomplete work will not be accepted under any circumstances.

11.6 Phase Completion Inspection: Upon completion of each project phase, the

Contractor shall formally request an inspection by the County’s Representative prior to initiating work on the subsequent phase.

12.0 GUARANTEE AND WARRANTY

12.1 Warranty Period and Coverage: Contractor shall guarantee all work performed under this agreement for a period of one (1) year from the date of final acceptance. During this warranty period, the Contractor agrees to promptly repair or correct, to the reasonable satisfaction of the County any defects arising from substandard workmanship or improper installation. The warranty shall not apply to failures resulting from normal wear and tear, misuse, abuse, or neglect not attributable to the Contractor’s performance.

13.0 PED EQUIPMENT

13.1 MIDPORT CRANES

13.1.1 MHC1 - Gottwald Mobile Harbor Crane (Quantity 1) -

Manufactured by Gottwald in 2010 with 100LT SWL Capacity, Slewing Boom Crane.

Electrification: On-board diesel driven AC alternator, Siemen DC Drive and Electrics and Gottwald Visumatic CMS in Electrical Room.

Minimum Capacities and Speed:

Rated capacity single lift (below spreader) 40.4 long ton Rated capacity twin lift (below spreader) 49.2 long ton Rated capacity (below hook) 100 long ton Outreach from center of tower 167’-0” Lift from pier to bottom of hook 154’-0”

13.1.2 MP2 – Paceco (Quantity 1) Manufactured by Paceco, Inc. in 1988 with 50LT SWL Capacity, Rail Mounted Gantry, Container Crane, Rope Towed Single Trolley, through-leg load handling, twin box girder type boom.

Electrification: On-board diesel driven AC alternator, General Electric DC 2000, General Electric RX3i PLC and TMEIC LCMS in machinery house, operator’s cab and maintenance facility (RCMS).

Minimum Capacities and Speed:

Rated capacity (below spreader) 50 long ton Rated capacity (below cargo hook) 58 long ton Hoist speed at rated capacity 150 F.P.M.

Lower speed at rated capacity 190 F.P.M.

Hoist acceleration at rated capacity 2 sec.

(approx.)

Hoist speed with empty spreader 360 F.P.M.

Trolley travel 500 F.P.M.

Gantry travel 150 F.P.M.

Boom travel 5 min.

Principle Dimensions:

Rail gauge 50’-0” Frame leg clearance 60’-0” Overall portal clearance 51’-0” Total lift, top of rail to underside of spreader 100’-0” Total lift, minimum 150’-0” Workable outreach 135’-0” Workable backreach 75’-0” Width of crane with bumpers extended 90’-0” Boom stowed crane height 270’-0”

13.2 SOUTHPORT CRANES

13.2.1 Seven (7) low profile cranes built by Samsung Heavy Industries.

These cranes were built in four separate sets and are of the same basic design but contain slight variations as the more recent cranes were manufactured. All seven (7) Samsung low profile cranes have been retrofitted with DC2000 drives and 9030 PLCs to provide common drive component. All seven (7) Samsung low profile cranes are currently being upgraded from their current lifting capacity under container spreader of 46.5 long tons to 65 long tons. Hoist, gantry, trolley, and boom functions will be changed from DC to AC.

The four sets of cranes were built in:

Cranes SP1, SP2 and SP3 were commissioned in 1992 Crane SP4 was commissioned in 1997 Cranes SP5 and SP6 were commissioned in 2000 Crane SP7 was commissioned in 2001

The Samsung Heavy Industries low profile cranes are: 46.5 LTSWL Rail Mounted Gantry, Low Profile Post-Panamax Container Cranes with Rope Towed Single Trolley, through-leg load handling, box section lateral bracing shuttle boom. Electrification is through Cable Reel 4160 volts, 3 phase commercial power, General Electric DC2000, General Electric 9030/9070 PLC, Genius Remote I/O Fiber Optic Network, TMEIC LCMS in machinery house, operator’s cab and maintenance facility (RCMS), Anti-sway system, semi-automation control.

Minimum Capacities and Speed:

Rated capacity (below spreader) 46.5 long ton Rated capacity (below cargo hook) 57 long tons Hoist speed at rated capacity 180 F.P.M.

Lower speed at rated capacity 180 F.P.M.

Hoist acceleration at rated capacity 1.5 sec.

(approx.)

Hoist speed with empty spreader 380 F.P.M.

Trolley travel 600 F.P.M.

Gantry travel 150 F.P.M.

Boom travel 5 min.

Principal Dimensions:

Rail gauge 100’-0” Frame leg clearance 60’-0” Overall portal clearance 50’-0” Total lift, top of rail to underside of spreader 106’-3” centerline Total lift minimum 155’-0” Workable outreach 145’-0” Workable backreach 45’-0” Width of crane with bumpers extended 86’-6” Boom stowed crane height 151’3”

13.2.2 Six (6) low profile cranes built by Shanghai Zhenhua Heavy Industries Co., Ltd(ZPMC). These cranes were built in two separate sets and are identical.

The two sets of cranes were built in:

Cranes SP8, SP9 and SP10 were commissioned in 2021 Cranes SP11, SP12 and SP13 were commissioned in 2024

The Shanghai Zhenhua Heavy Industries Co., Ltd.(ZPMC)low profile cranes are: 65 LTSWL Rail Mounted Gantry, Low Profile Super Post-Panamax Container Cranes with Rope Towed Single Trolley, through-leg load handling, box section lateral bracing shuttle boom. Electrification is through Cable Reel 13,200 volts, 3 phase commercial power, TMEIC TMdrive-10e2 Drives, General Electric RX3i PLC’s, VersaMax Remote I/O Fiber Optic Network, TMEIC LCMS in machinery house, operator’s cab and maintenance facility (RCMS), Anti-sway system, semi-automation control.

Minimum Capacities and Speed:

Rated capacity (single lift below spreader) 50 long ton Rated capacity (twin lift below spreader) 65 long ton Rated capacity (below cargo hook) 100 long ton Hoist speed at rated capacity 295 F.P.M.

Lower speed at rated capacity 295 F.P.M.

Hoist acceleration at rated capacity 1.5 sec.

(approx.)

Hoist speed with empty spreader 591 F.P.M.

Trolley travel 804 F.P.M.

Gantry travel 150 F.P.M.

Boom travel 3 min.

Principal Dimensions:

Rail gauge 120’-0” Frame leg clearance 60’-0” Overall portal clearance 50’-0” Total lift, top of rail to underside of 133’-0” centerline Total lift minimum 193’-0” Workable outreach 205’-0” Workable backreach 45’-0” Width of crane with bumpers extended 86’-6” Boom stowed crane height 175’0”

13.3 Spreaders, Lift Beams, and Over-heights:

13.3.1 Spreaders

• Two (2) each: 1996 Bromma AST-6 Twin Twenty Telescopic 20’, 40’, 45’ – 50 LT SWL

• Two (2) each: 1999 Bromma AST-6 Twin Twenty Telescopic 20’, 40’, 45’ – 50 LT SWL

• One (1) each: 2001 Bromma AST-6 Twin Twenty Telescopic 20’, 40’, 45’ – 50 LT SWL

• Two (2) each: 2003 Bromma AST-6 Twin Twenty Telescopic 20’, 40’, 45’ – 50 LT SWL

• Two (2) each: 2009 Bromma STR 45 Twin Twenty Telescopic 20’, 40’, 45 – 50 LT SWL

• One (1) each: 2010 Bromma STR 45 Twin Twenty Telescopic 20’, 40’, 45’ – LT SWL

• One (1) each: 2010 Bromma EH 170U Twin Twenty

Telescopic 20’, 40’ – 40.4 LT SWL

• One (1) each: 2011 Bromma STR 45 Twin Twenty

Telescopic 20’, 40’ 45’ – 50 LT SWL

• One (1) each: 2012 Bromma STR 45 Twin Twenty Telescopic 20’, 40’, 45’ – 50 LT SWL

• One (1) each: 2012 Bromma MSX 45

Telescopic 20’, 40’, 45’ – 40.4 LT SWL

• Five (5) each: 2021 Bromma STS 45 Twin Twenty

Telescopic 20’, 40’, 45’ – 50 LT SWL

• Three (3) each: 2021 Bromma STR 45 Twin Twenty

Telescopic 20’, 40’, 45’ – 50 LT SWL

• Five (5) each: 2024 Bromma STS 45 Twin Twenty

Telescopic 20’, 40’, 45’ – 50 LT SWL

13.3.2 Lift Beams

• One (1) each: 2000 Samsung Heavy Lift Cargo Beam – 57

LT SWL

• Two (2) each: 2024 ZPMC Heavy Lift Cargo Beam – 80 LT

SWL

• Three (3) each: 2021 ZPMC Heavy Lift Cargo Beam – 100

LT SWL

13.3.3 Over-heights

• Two (2) each: 2014 Bromma 5.9 FT OSR 45 Over-height

Frame

• One (1) each: 2015 Bromma 5.9 FT OSR 45 Over-height

Frame

• Three (3) each: 2021 Bromma 5.9 FT OSR 45 Over-height

Frame

• Three (3) each: 2024 Bromma 7.4 FT OSR 45 Over-height

Frame

END OF SECTION

Exhibit A (For Reference Only)