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| .Item | Description |
.Unit | .Lower
Rate Rs. |
.Higher
Rate Rs. |
FORM
WORK  |
. | . | . | |
| . | Formwork shall be properly designed as described in specifications and should be sufficiently strong, stiff, and should have an even, smooth surface, grout tight, and provide a basic finish. | . | . | . |
| 1.B.08 | To
vertical sides of column bases |
sq.m |
345
|
475
|
| 1.B.09 | To
slab |
sq.m |
400
|
625
|
| 1.B.10 | To
vertical sides of tie beams |
sq.m |
430
|
546
|
|
|
|
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