The cope line for the new Berths 7A and 7B is a straight continuation of the cope line
for the existing Berth 6 and the recently built Temporary Berth 7. Berths 7A and 7B will incorporate the Temporary Berth 7. The combined structure of Berths 7A and 7B will have a final total length of about 485m, including the Temporary Berth 7. The length is defined as the overall length including tie-ins to the existing Berth 6 and the planned Berth 8 (planned Qatalum Jetty).
The construction of a harbour comprising main and secondary breakwaters, a loading – unloading berth and a multipurpose wharf.
The project covers the construction of harbour and underground submarine shelters at the Blacksea coast – Turkey
The construction of a yacth harbour consisting of main and secondary breakwaters, quays and finger piers.
The project involved the construction of a military harbour at Tobruk. The harbour perimeter was constructed of sheet pile and concrete block quays and it was protected by a sheet piled pier and breakwater.
The contract was the first stage construction of Tripoli Harbour development scheme comprising the construction of a breakwaters, quaywalls, slipway, reclamation of this area by dredging and construction of superstructures on this reclaimed area.
The project involved the construction of breakwaters and a system of quay and finger piers to accomodate naval vessels.
The project covers the construction of 1850 m long concrete block quays, finger piers for L.S.T. and coaster ships and area works as well as electrical installations.
Construction of two rubble mound breakwaters as the initial stage of the outer harbour development of Tripoli.
The scope of the works involved the construction of ferry boat and cargo ships on R.C. Piles, breakwaters and shore protection works. The length of the reubble mound breakwater is 1650m.
The length of the piled quay is 150m.