Water Supply and Sanitary Installation specification

• Lead totally inadequate in joints of C.I. pipes.
• Poor and weak concrete with inadequate reinforcement in water storage tanks.
• Pipes used are of less thickness/ diameter and not of proper grade / make.
• Joints in sewer lines not tested.
• In some cases, C.I. pipes and specialised corner reinforcement are embedded in lime mortar or cement lime mortar or cement lime mortar or lime concrete. This will result in accelerated corrosion of steel. In these cases, only cement concrete 1:2:4 only should be used.