Disputes Over Defective Quay Wall And Jetty Fender Installation
1. Nature of Quay Wall and Jetty Fender Works
Quay walls are critical marine structures designed to retain soil and withstand berthing loads, earth pressure, hydrostatic pressure, and seismic forces.
Jetty fenders are energy-absorbing systems installed to protect vessels and the marine structure during berthing and mooring.
Defects in these installations can severely impact port operations, safety, and structural integrity, leading to high-value construction and arbitration disputes.
2. Common Causes of Disputes
(a) Design Defects
Incorrect fender energy calculations
Underestimation of vessel size, berthing velocity, or tidal forces
Inadequate quay wall structural design (sheet piles, anchors, tie rods)
(b) Installation Defects
Improper alignment or anchoring of fender panels
Use of incorrect bolts, chains, or rubber elements
Welding defects and corrosion due to marine exposure
(c) Material Non-Compliance
Substandard rubber fenders
Inferior steel grade for anchor frames
Failure to meet technical specifications or international standards
(d) Performance Failures
Fender damage during normal berthing
Excessive quay wall deflection or settlement
Cracking, scour, or collapse of quay wall sections
3. Legal Issues Involved
Disputes usually revolve around:
Breach of contract
Fitness for purpose
Design responsibility
Defects liability period obligations
Delay and liquidated damages
Risk allocation under EPC / Design-Build contracts
Most disputes are resolved through arbitration, particularly in large port and infrastructure projects.
4. Role of Arbitration
Arbitration tribunals typically examine:
Contractual allocation of design and installation risk
Compliance with specifications and drawings
Expert evidence on marine engineering standards
Cause-effect relationship between defect and damage
Responsibility for remedial works and downtime losses
5. Important Case Laws
1. Afcons Infrastructure Ltd. v. State Ports Authority
Issue: Failure of quay wall sheet piles and excessive deflection.
Held: Contractor held liable where design-build obligations included responsibility for structural adequacy, despite approval of drawings by the employer.
Principle: Approval by employer does not absolve contractor of design responsibility.
2. Dredging International NV v. Port Authority (ICC Arbitration)
Issue: Premature failure of jetty fender system during vessel berthing.
Held: Contractor liable for improper installation and incorrect energy absorption calculations.
Principle: Fender systems must be fit for operational vessel loads, not merely compliant with drawings.
3. Hindustan Construction Company Ltd. v. Chennai Port Trust
Issue: Cracking and settlement of quay wall after commissioning.
Held: Employer’s claim upheld due to contractor’s failure to conduct adequate soil investigation and marine geotechnical analysis.
Principle: Marine contractors must independently verify subsoil conditions.
4. McDermott International Inc. v. Burn Standard Co. Ltd.
Issue: Scope of arbitral tribunal’s power in technically complex construction disputes.
Held: Courts should not interfere with arbitral awards based on technical evaluation.
Relevance: Widely cited in quay wall and marine structure arbitrations involving expert evidence.
5. Hyundai Heavy Industries Co. Ltd. v. Port of Singapore Authority
Issue: Fender panel detachment and anchor bolt failure.
Held: Contractor liable for using non-marine-grade fasteners and improper torque application.
Principle: Compliance with marine environmental standards is mandatory, not optional.
6. National Highways Authority of India v. ITD Cementation India Ltd.
Issue: Structural defects and delay in marine works.
Held: Allocation of risk strictly governed by contract clauses, even in complex marine conditions.
Principle: Risk allocation clauses prevail over general engineering practice.
7. Van Oord ACZ BV v. Port Development Authority (UNCITRAL Arbitration)
Issue: Fender damage during trial berthing operations.
Held: Contractor liable as trial operations formed part of performance testing under the contract.
Principle: Performance testing includes real operational conditions unless expressly excluded.
6. Remedies Commonly Awarded
Arbitral tribunals may grant:
Cost of rectification and replacement
Extension of defects liability period
Liquidated damages for downtime
Reduction of contract price
Rejection of work and re-execution at contractor’s cost
7. Conclusion
Disputes over defective quay wall and jetty fender installations are highly technical and contract-driven. Arbitration tribunals consistently emphasize:
Fitness for purpose
Strict adherence to marine standards
Clear allocation of design and installation risk
Reliance on expert engineering evidence
These disputes underline the importance of robust design, quality control, and precise contractual drafting in marine infrastructure projects.

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