This study examines landslide risk in the Tamhini ghat section of Maharashtra, India. Field work was conducted along a 10 km stretch to collect rock and soil samples for analysis. Various tests were performed on the samples including sieve analysis, core cutter density tests, liquid limit tests, and plastic limit tests. Zonation mapping identified 8 zones along the study area. The results indicate the soil in the area is poorly graded and susceptible to landslides. Liquid limit was determined to be 57.7% and plastic limit was 31.26%, giving a plasticity index of 26.44%, also indicating susceptibility. The study aims to characterize landslide factors and risks in the region to reduce impacts through improved understanding of