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This particular project is about the design and analysis of a bridge having 2-Lane Post-Tensioned PSC Girder of 24m span using the codal compliance of IRC-6 (for loads & Combinations), IRC-78 (for foundation), IRC-112 (for PSC losses, Stresses and Detailing), IS 2911/P-1/Sec-2 (for Pile). All the elements of the bridge shall be analyzed and designed for the Limit state of Strength & Limit state of Serviceability and to provide necessary checks as per codal compliance. Ductile detailing is also embodied.