Total estimation of the materials’ quantities
ESTIMATION OF CONCRETE (m³)
|
Level |
Superstructure |
Foundation |
Sum (m3) |
|
|
Slabs – Beams |
Columns |
Foundation |
||
|
Ground floor |
4.97 |
1.60 |
6.6 |
|
|
Basement |
5.41 |
3.85 |
5.51 |
14.8 |
|
SUM (m3) |
10.38 |
5.45 |
5.51 |
21.3 |
ESTIMATION OF FORMWORK (m²)
|
Level |
Superstructure |
Foundation |
Sum (m2) |
|
|
Slabs – Beams |
Columns |
|||
|
Ground floor |
31.78 |
16.00 |
47.8 |
|
|
Basement |
35.24 |
32.75 |
21.72 |
89.8 |
|
SUM (m2) |
67.02 |
48.75 |
21.72 |
137.6 |
REINFORCEMENT ESTIMATION (m)(kgr)
|
Sum of rebars |
262.07 |
192.65 |
582.16 |
– |
76.17 |
258.31 |
1535.83 |
1371.36 |
|||
|
Stirrups |
Slabs |
Beams |
Columns |
Slabs |
Footings |
Beams |
(m) |
(Kgr) |
|||
|
Ø8 |
– |
92.89 |
309.72 |
– |
– |
– |
1020.34 |
402.61 |
|||
|
Ø10 |
– |
– |
– |
– |
– |
86.32 |
140.00 |
86.32 |
|||
|
Sum of stirrups |
– |
92.89 |
309.72 |
– |
– |
86.32 |
1160.34 |
488.92 |
|||
|
SUM |
262.07 |
285.54 |
891.88 |
– |
76.17 |
344.63 |
2696.17 |
1860.28 |
|||
