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how to calculate rate analysis for column shuttering
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Answer Posted / rustam jamal
Assume Column Size- 1.200x0.300 and Height = 3.000
than Qty for Conc. = =1.2x0.30x3.0= 1.080Cum
Shuttering Area = 2x1.2x3.0=7.20
= 2x0.30x3.0=1.8
Total =9.0Sqm
In 9.0sqm Shutterin 1.08 Cum Conc. req.
so For 1 Cum Shuttering Qty = 8.333
In case of Columns we required 8.33 sqm of shuttering area
in 1 Cum of Concrete
| Is This Answer Correct ? | 88 Yes | 31 No |
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