Selection of rockfall mitigation was done in such a way that the drapery/netting shall be capable of retaining detached boulders of small as well as large sizes. Composite steel mesh reinforced in a single direction (Steelgrid® MO) along with HEA panels were selected as drapery over weathered rock strata. High resistance steel wire mesh geocomposite (Steelgrid® HR) and diagonal wire ropes were provided at locations where surficial instability was less. In addition to this, additional deep anchors (8m long) were selected for an area where deep cracks were present and drainage pipes were provided for effective drainage. Considering the importance of the temple and concerns of the local people, vibration monitoring was done at various locations in the temple premises using seismograph. Vibrations induced in the temple due to continuous drilling at the base were checked and monitored in the presence of Executive Engineer (PWD Nagpur), Deputy Engineer and other local dignitaries associated with the temple. The evaluation was carried out in all the four directions of the temple.