Correct Answer - Option 3 : 0.182 A – 0.35
Concept:
- CBRI has recommended the following formulae which after a study of the specifications have been selected for this analysis.
- The table as given below is for buildings of different shapes and plinth areas varying from 30 to 300 sq. these are the average constant.
Materials
|
Equations
|
Labours
(in days)
|
Equations
|
Cement(tones)
|
0.0204A- 0.014
|
Mason
|
0.023A
|
Sand (cu.m.)
|
0.036A
|
Carpenter
|
0.05A
|
Coarse aggregate (cu.m.)
|
0.071A-0.01
|
Blacksmith
|
-1.6+0.1A-0.0003A2
|
Steel (kg)
|
-171+10.46A-0.041A2
|
Mazdoor
|
0.343A
|
Where, A = Plinth area in sq.
Option 3 is close to the given equation by CBRI for cement. Hence, option 3 is correct.
- This information is useful for the preparation of the building cost index, preplanning of materials, and labour requirement in a building project. Equations for Materials & Labour requirement for structure in Four-storeyed (RCC Frames Building),