

This involves the drafting of the Variant Solution to the Base Project, including the following works:• Redesign of the caissons of the second alignment of the breakwater• Stability analysis and optimization of the caisson width
• Conversion of caissons from rectangular cells to circular cell caissons • Reinforcement design calculations. • Optimization of the berm protection • Greater use of existing breakwater blocks for the first alignment of the breakwater • New berth for vessels of 100–120 m length • Aesthetic treatment of the parapet wall • Expansion of the yard areas • Study of caisson towing • Operational study of construction means during the construction pha