This document contains responses to comments on hydraulic calculations and GAD drawings for a bridge over the Yamuna River. The key points addressed are: 1) Discharge calculations were done conservatively and account for cumulative flows. 2) Interpretation of discharge criteria is correct. 3) Foundation levels and scour calculations do not need revision. 4) Span arrangement is fixed in the contract and cannot be changed. 5) Dimensions and details will be shown in structural drawings. 6) Bearing capacities and pressures are reviewed and found to be acceptable.