There has been a lot of interest shown regarding self-compacting concrete (SCC) in construction engineering because of its good flow properties and the fact that it can fill complex shapes without any need for further compaction. Proper amounts of superplasticizer are required to enhance the compressive strength of self-compacting concrete (SCC). The present work examines the influence of two types of superplasticizer namely Aura Type 1 and Tech Type 2 in fresh and hardened concrete properties of self-compacting concrete (SCC) exposed to hot weather conditions. Tests for compression strength (24 cubes, 150 mm³) were done after 7, 28 and 56 days and flexural strength (18prisms, 100 × 100 × 500 mm) at7, 28 and 56 days according to BS 1881. Tech exhibited 660 mm slump flow and 0.73 L-Box ratio; Aura showed 730 mm slump flow and 0.68 L-Box ratio. As for the Tech-SCC mixture, its compressive strength after seven days was 38 MPa; after 28 days, it was 52 MPa; and after 56 days, it stood at 53 MPa. When it comes to the Aura-SCC mixture, its compressive strength after seven days was 36 MPa; after 28 days, it was 49 MPa; and after 56 days, it was 51 MPa. This is very important data to help understand how to determine the right amount of superplasticizer in order to achieve better compressive strength............. Keywords: ..............Self-Compacting Concrete (SCC), Superplasticizer.