The masonry above the domes had 1-meter-deep and 4” wide cracks through which the water was seeping inside the building. These cracks were required to be repaired urgently to stop further deterioration. The 230 mm thick layer of cement concrete from the roof was removed without disturbing the underneath structure and pressure grouting was done to repair the network of cracks in the roof which were approximately 2 meters in depth. A new layer of lime concrete with additives like Jaggery and Bael fruit pulp (Belgiri) was laid maintaining the original slope levels. Clogged water spouts were opened to avoid rain water from stagnating.