The existing literature is rich in plain cement concrete short columns, but it is deficient with respect to geopolymer concrete (GPC) short columns with the incorporation of fibers with hybridization. The current investigation focuses to identify and measure the structural performance and behavior of two grades of GPC viz., normal and high strength grade with and without hybrid fibers. Two types of fibers i.e., steel and polypropylene are utilized to prepare the hybrid fiber reinforced GPC(HFRGPC) ranging from 0-2% in the increments of 0.5% coupled with longitudinal reinforcement