Concrete was poured using electric motor vibrators for proper compaction and finishing. The slabs and columns were cured for a minimum period of 7 days to achieve desired strength.
M30 grade concrete was used for both slabs and columns. All concrete was batched from an RMC unit ensuring consistency and quality.
High-tensile 3mm prestressed steel wires were used in both slabs and columns. The prestressing technique ensures high durability and crack resistance in the structure.