Ports & Harbours

The project involved the construction of a 400-meter quay wall to support marine terminal operations, including heavy vehicle and cargo handling. Initial works included seabed dredging to prepare and stabilize the foundation area for subsequent marine construction. Following foundation preparation, large-scale reinforced concrete caissons were fabricated, launched, and precisely positioned in sequence to form the structural core of the quay. The caisson-based system ensures high load-bearing capacity, long-term durability, and resilience under demanding operational and environmental conditions.

The project involved the construction of a 300-meter quay wall intended to support marine operations, including vessel berthing and cargo handling. Construction began with the development of a rubble foundation embankment, designed to provide geotechnical stability and serve as the structural base for the quay. Above this foundation, a consolidated layer of crushed stone was installed to ensure uniform load distribution, enhance settlement control, and contribute to the overall durability and performance of the structure under dynamic marine conditions.

The project concerned the construction of a 550-meter gravity quay wall berth at the Brajdica Container Terminal. The quay wall was formed using precast concrete blocks, which served as the primary structural elements, providing both strength and durability. Prior to installation, extensive seabed excavation and underwater embankment works were carried out to ensure a stable and secure foundation. In addition, a toe protection layer was constructed along the base of the structure to mitigate the effects of wave action and prevent seabed erosion, contributing to the long-term resilience of the quay.

The project involved the construction of a 1,000-meter quay wall to support marine operations and vessel mooring. Works included the formation of a rubble embankment foundation, overlaid with a consolidated crushed stone layer to ensure structural stability and load distribution. A total of 1,100 precast concrete blocks were installed for the quay wall.

The project involved the construction of two bulk handling berths, No. 10 and No. 11, featuring a 600-meter gravity quay wall. The scope included the installation of 3,000 precast concrete blocks that formed the main structural elements of the quay.

Extensive seabed excavation and underwater embankment formation were carried out to provide a stable foundation for the berths. Additionally, a toe protection layer was constructed to safeguard the structure against erosion.

his technically challenging project was carried out within a fully operational port environment, requiring meticulous planning and phased execution. The scope included seabed excavation, construction of an underwater embankment to provide a stable foundation, and the placement of precast caissons - each weighing approximately 7,200 tons - as core structural elements of the new cruise terminal. All works were completed in strict accordance with project specifications and safety protocols, ensuring structural integrity, operational continuity, and environmental protection.

Our proven track record in marine infrastructure allowed the successful completion of a major quay wall project, designed to enhance port efficiency and durability. The construction of a 2,200-meter quay wall, supported by over 8,000 precast concrete blocks and a consolidated crushed stone foundation, highlights our dedication to quality and resilience in challenging maritime conditions.

The project involves the 350-meter extension of the existing quay, forming part of a broader effort to enhance the port’s capacity and operational capabilities. Executed within a fully operational port environment, the works require precise planning, phasing, and coordination to ensure minimal disruption to ongoing maritime activities.

Construction activities include extensive seabed dredging to achieve the required depths and foundation preparation, followed by the placement of underwater rockfill and the formation of a levelling bed to provide structural stability. A key feature of the project is the fabrication and installation of eleven (11) large-scale reinforced concrete caissons, each weighing approximately 2,000 tons.

The project's scope  include concrete cutting and removal of existing beams and slabs, with proper disposal of demolition materials. Reconstruction is underway, involving bearing seat repairs, installation of new bearing pads, and placement of prestressed concrete beams. Ongoing tasks also include the construction of crossbeams, sleepers, the deck, expansion joints, and related electromechanical systems.

The project comprised the construction of a 100-meter berth featuring a gravity quay wall. Key works included the fabrication and installation of caisson foundations, installation of precast concrete blocks and elements, as well as steel reinforcement with in-situ casting. Excavation and underwater embankment works were carried out, along with the construction of a toe protection layer to ensure structural stability. Additionally, mooring buoys, bollards, and related accessories were installed to support safe vessel operations.