MARINE WORKS
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 | Misurata Berths Project |
 | Marine Works in Mostaganem |
 | Offshore Works Of Doha Plant |
 | Jetty 2 at Tobruk Terminal |
 | Construction of Bulk Berth No.2 and Loading Berth |
 | Repair Works of LISCO in Libya |
 | Jetty at Tobruk Terminal |
 | Repairing of The Berths No.15-33 at Tripoli Harbor |
 | Abu Taraba Desalination |
 | Breakwater Crown Wall |
 | Foça WWTP& Sea Outfall |
 | Misurata Oil Jetty Project |
 | Misurata Steel Harbour |
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Misurata Berths ProjectConstruction Of Container Terminal Berths No: 16-17-18-19-20, Crane Rail Works On Berths No: 13-14 at MFZ Client : Misurata Free Zone Administration (MFZA) Key Designer . Optimum Engineering Start Date : July 2009 Finish Date : May 2014 Key features of Work Scope: The project is the construction of berths for the berthing up to 81.000 DWT Container Vessels. The deck structure consists of steel pipe pile foundations supporting a combined precast and in-situ concrete deck structure. The total length of the berth is 800 m. The works that are going to be performed for the construction of the berths are as follows: · Construction of 589 m long berths with 696 pcs of piles each 48” diameter with 20 mm thickness and min. 36 m in length, supporting a combined precast and in-situ concrete deck structure, · Extension of 211 m long existing berths with 102 pcs of piles on the sea side each 48” diameter with 20 mm thickness and min. 36 m in length, supporting a combined precast and in-situ concrete deck structure, and 54 pcs. of bored piles on the land side each 1000mm diameter and 15m in length, supporting SSG crane beams, · Removal of existing quay blocks and rock works at the northern and southern ends of the new berth, · Construction of road fill and retaining wall on Berth No 16 and 20 and supply and installation of stones in order to shape the bund wall as slope protection, · Execution of soil investigation and design works, · Supply and installation of marine fittings consisting of bollards, safety ladders and mooring rings, · Supply and installation of rubber fenders capable of resisting 81.000 DWT Container Vessels, · Applying cathodic protection for all exposed ferrous members including the steel piles, · Execution of land works such as concrete utility duct, rainwater channel and rainwater pits construction, · Reclamation of the harbour area, · Extending the reinforced concrete paved area by a width of 24 meters, · Construction of double road 2 x 7.5 meters in width along the new berths, · Drainage systems, Manholes, Tower lighting and Water supply lines, · Removal of 744 m long existing crane rails and reinstallation of new rails for SSG cranes.
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