Design of a 2 span vehicular Flyover bridge in RCC, having each span of dimension 25 m in length and 8.5 m width. The superstructure slab has been done with post tensioning of concrete & the substructure has been done with Regular RCC. Latest IRC codes has been referred for the design. All the loads has been assigned in STAAD pro and designed manually in MS Excel. Detailing has been done according to the relevant codal provisions.