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Economy Of Cost

• Load Bearing Structure above plinth with hollow
concrete blocks reduces the construction cost by 1BHK
C.A - 504 SQ.FT
25%. B.U.A - 615 SQ.FT
- 107.8 FT
Perimeter
B.U.A / C.A - 1:1.22
C.A / Peri - 1: 0.21
• Foundations upto plinth level are framed structure,
thereby cutting down the cost of rubble masonry.

• Locally available natural stones like Granite, Kotah,
Kadappa etc. are used in landscape details and 2BHK (TYPE A)
common areas. These are long lasting and easy to C.A - 694 SQ.FT
B.U.A
- 838 SQ.FT
Perimeter - 128.3 FT
maintain. B.U.A / C.A - 1:1.20
C.A / Peri
- 1: 0.18
• Residential unit interior finishes used are
economical like ceramic tiles, NCL - GI powder
coated windows with grills & door.
2BHK (TYPE B)
C.A - 722 SQ.FT
B.U.A - 890 SQ.FT
• Building elevations are very simple with variations Perimeter - 145 FT
B.U.A / C.A - 1:1.23
C.A / Peri - 1: 0.20
only in gateways & balconies. Use of different
colour schemes adds to the variations.
BUILDING PLAN & UNIT PLAN
• Blocks are manufactured on site from Industrial by-

product like Fly - Ash, Processed Slag. (procured
from the steel plant).

• Recycled water Is being used for the maintenance
of cluster landscapes.

• Native & Indigenous species of trees are used
which can be easily maintained.

• Residential unit plans are designed to optimally
utilize carpet area and reduce wastage of space.

SITE PHOTOGRAPHS

JSW STEEL LTD: HILLSIDE TOWNSHIP PROJECT, BELLARY, KARNATAKA

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