 |
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. |
