The aim of the paper is to find the shear behaviour of hybrid fibre reinforced geo polymer concrete beams under two point loading. Subsequently it involves the preparation of fly ash and GGBS based geo polymer concrete. For geo polymer concrete trial and error process is used to determine the mix proportion which will have strength in range of 40-50 MPa. This concrete is used for the casting of fly ash and GGBS-based hybrid fibre reinforced geo polymer concrete beams (F&GHGPC) specimen which will be tested to find ultimate load and behaviour under two point monotonic loading. For the purpose of comparison, fly ash based hybrid fibre reinforced geo polymer concrete beams (FHGPC) casted and also tested less than two point monotonic loading. The main objective of the study is to look into the shear behaviour of hybrid fibre reinforced geo polymer concrete beams.