Layout
of complete pool area.
Excavation
by Machine or man power up to the required depth.
Compaction
of excavated area and leveling according to the depth considering
construction margin.
Enclosing
the area of raft and lean concrete area of the pool with
brick work to facilitate in layout of swimming pool floor
as well as swimming pool wall.
Laying
of lean concrete upon the excavated and properly rammed
soil.
Laying
of M.S. tor steel reinforcement as per the structural design
for floor as well as wall.
Laying
of raft concrete upon the lean concrete and bottom face
of steel reinforcement.
Providing
of 115mm thick brick wall for shuttering purpose up to the
required height.
Shot-creting
(most reliable method of water proofing) of 50 mm thick
layer upon the raft concrete and top layer of steel rein-forcement,
casting of wall directly with shot-crete method of 75-200mm
thickness as per the structural design requirement.
In
case of open flow system, we provide cantilever slab of
600 mm wide attached to the wall one feet below from the
deck level for making of overflow channel and one tank called
balancing tank constructed towards the deep side of the
swimming pool.
Leveling
of entire uneven shot-creted surface. Cladding with tiles
of entire area of swimming pool floor, walls and overflow
channel.
Copping
of overflow area (between pool wall and overflow channel)
with Kota stone half rounded moulded towards pool side edge.