The first stage of the project consisted of the construction of :
A 2,400 m long rouble mound type breakwater with a deepest section of 12 m with a typical cross section utilising 2 kg to 2 tonnes core, 2 to 4 tonnes secondary armour, 20 tonnes tetrapod primary armour and a concrete parapet wall. A total of 700,000 cub.m rock, 100,000 cub.m concrete and 6,200 tetrapods were used.
Three quays built on 1,200 tonnes reinforced concrete caissons, measuring 7.50 x 15.95 m in plan and 14.00 m depth.
Dredging of 2,750,000 cub.m and a total reclamation of 3,000,000 cub.m.
Total of twenty five reinforced concrete buildings constructed on reinforced concrete pile foundations with a total area of 17,000 sq.m, as administration, port managers office and pilot control buildings.
A 65 m high light house and a 1,000 cub.m water tank tower constructed by slipforming method.
Total of ten single storey structural steel transit sheds, a workshop building and a covered vehicle park with a total area of 55,000 sq.m.
Two slipways with a capacity of 500 tonnes and 1,000 tonnes for maintenance of port marine equipments.
The infrastructural works included drainage and sewerage network, roads, asphalt paving, electric supply and illumination of port grounds.
The second stage of the project consisted of the construction of :
A 2,520 m long rubble mound main breakwater and a 1,415 m long lee breakwater of with the a deepest section of 12 m in both. A total of 13,700,000 cub.m rock, and 210,700 cub.m of concrete was used.
