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step is to set up the sides of operation once the sites are acquired the obstructions and utilities are bypassed temporarily for site operations to proceed without hindrance the traffic and pedestrian movements are bypassed the site is mobilized for operation and all required logistics up put in place to commence the first tunnelling drive from Tsubasa Ober site the cut and cover methodology is adopted first a guide wall is constructed to define the exact layout of the diaphragm wall commonly known as d wall excavation for each D wall panel is done using a hydraulic ring to a depth which depends on design requirements during the excavation in grab operation while the excavated soil is progressively removed from the trench by grab and loaded into the disposal area bentonite slurry is continuously supplied to maintain slurry level for trench stability the stop ends are lowered [Music] the reinforcement cage fabricated on the ground is lowered using cranes maintaining the vertical alignm