DESCRIPTION LENGTH BREADTH HEIGTH

NO. QUANTITY UNIT EXPLANATORY NOTE

OF ITEMS (m) (m) (m)

(A) EARTHWORK QUANTITY

Dimension of
footing=2.5mx2.5m,For
shuttering work extra
0.3m in both direction.
1.Earthwork Actual excavated
in excavation 18 2.8 2.8 1.5 211.68 Cum length=(2.5+0.3)=2.8m,
in foundation breadth=2.8m

2.Filling
(a) Back
filling in 18 2.8 2.8 1.5 211.68 Cum
footing
Deduction

(i) PCC in PCC is iaying whole

18 2.8 2.8 0.08 11.2896 Cum
footing excavated area.
(ii) RCC in
18 2.5 2.5 0.375 42.1875 Cum
footing
(iii) RCC in
column upto 18 0.4 0.4 0.435 1.2528 Cum
GL
Dimension of
(iv) Pedestal 18 0.5 0.5 0.61 2.745 Cum pedestsl=0.5mx0.5mx
0.61m

Total filling in footing -

Total = 156.9501 Cum
Deduction

Total length in longer

direction=(2x3.845+2x
(b) Filling in 5.064+5.376)=23.1956m
1 23.1956 8.9094 0.6 124.00 Cum
plinth beam Total length in shorter
direction=(2x4.4547)=
8.9094m

Deduction
 Dimension of plinth
(i) Horizontal 3 23.1956 0.3 0.6 12.5256 Cum
beam=0.3mx0.6m

(ii) Vertical 6 8.9094 0.3 0.6 9.6222 Cum

Total filling in plinth area -

Total= 101.8476 Cum
Deduction

Grand Total= 470.4777 Cum

(B) CONCRETE QUANTITY
1.Below G.L.
Dimension of PCC in
footing 2.5mx2.5mx0.08m
(i) PCC in
18 2.5 2.5 0.08 9 Cum
footing

Dimension of footing
(ii) RCC in 2.5mx2.5mx0.375m
18 2.5 2.5 0.375 42.1875 Cum
footing

Dimension of column
(iii) RCC in
column upto 18 0.4 0.4 0.435 1.2528 Cum below G.L. is
0.4mx0.4mx0.435m
GL
(iv) RCC
18 0.5 0.5 0.61 2.745 Cum
Pedestal
Total= 55.1853 Cum
2.Above G.L.
(a) Plinth
beam
(i) Horizontal 3 23.1956 0.3 0.6 12.5256 Cum
(ii) Vertical 6 8.9094 0.3 0.6 9.6222 Cum
Total= 22.1478 Cum
In ground floor 100mm
3.Ground
thick PCC is laying.
fioor 1 23.1956 8.9094 0.1 20.6659 Cum
concrete

Deduction
For column 18 0.4 0.4 0.1 0.288 Cum
Ground floor concrete-
Total= 20.3779 Cum Deduction

4. 1st floor
Depth of slab is 150mm
(a) Slab 1 23.1956 8.9094 0.15 31.00 Cum

Deduction
 (i) Column 18 0.4 0.4 0.15 0.432 Cum
(ii) Stair case 1 4.4547 5.3768 0.15 3.5928 Cum
Concreting in total floor
area - Deduction
Total= 26.9740 Cum

5. 2nd floor
(a) Slab 1 23.1956 8.9094 0.15 31.00 Cum
Deduction
(i) Column 18 0.4 0.4 0.15 0.432 Cum
(ii) Stair case 1 4.4547 5.3768 0.15 3.5928 Cum
Total= 26.974 Cum
6. Slab in
1 4.4547 5.3768 0.15 3.593 Cum
mumpty level
Height=3x3.15m= 9.45m
7. Column 18 0.4 0.4 9.45 27.216 Cum

8.beam
69.586m=3x23.1956m
(i) Long beam 3 69.5868 0.3 0.45 28.183 Cum

(ii) Short 26.7282m=3x8.9094m

6 26.7282 0.3 0.45 21.650 Cum
beam
Deduction
(i) For
18 0.9 0.3 0.45 2.1870 Cum
junction
Total= 47.645 Cum
9.Stair Case
(i) Trade & 9x2x3=54
54 2.388 0.27 0.15 5.223 Cum
Riser
(ii) Waist Slab 6 2.78 2.388 0.22 8.763 Cum
(iii) Landing 3 7.8768 1.2 0.22 6.238 Cum
Total= 20.224 Cum
10.Lintel
(i) Vertical 3 23.1956 0.25 0.25 4.349 Cum
(ii) Horizontal 6 38.9094 0.25 0.25 14.591 Cum
Total= 18.940 Cum
Grand Total = 296.4935 Cum
(C) BRICK WORK
1.For
External Wall
 (i)Long Wall 4 23.1956 0.25 3 69.5868 Cum

(ii)Short Wall 4 8.9094 0.25 3 26.7282 Cum

Deduction for Windows
(i)In
16 0.76 0.25 0.96 2.9184 Cum
Bedroom
(ii)Toilet 8 0.45 0.25 0.76 0.684 Cum
(iii)Kitchen 4 0.9 0.25 1.05 0.945 Cum
(iv)Hall Room 8 0.9 0.25 1.05 1.89 Cum
(v)Stair 2 0.96 0.25 1.25 0.6 Cum
(vi)Dining 4 0.9 0.25 1.05 0.945 Cum
Total= 88.3326 Cum
2.For partition Wall
(i)Long
Cum
Direction 4 17.81 0.125 3 26.715
(ii)Short
Cum
Direction 16 8.9 0.125 3 53.4
Deduction
(i)Door 8 1.22 0.125 2.165 2.6413 Cum
(ii)Toilet 8 0.9 0.125 2.1 1.89 Cum
(iii)kitchen 4 1.22 0.125 2.1 1.281 Cum
Total= 74.3027 Cum
3.Parapate Wall
(i)Long Wall 2 23.1956 0.25 2 23.1956 Cum
(ii)Short Wall 2 8.9094 0.25 2 8.9094 Cum
Total= 32.1050 Cum
4.Mumpty Room
(i)Long Wall 2 5.3776 0.25 2.55 6.8564 Cum
(ii)Short Wall 2 4.456 0.25 2.55 5.6814 Cum
Deduction
(i)Door 1 1.22 0.25 2.165 0.6603 Cum
Total= 11.878 Cum
GRAND TOTAL= 206.618 Cum
(D) PLASTER
1.External
Sq.m
Wall
(i)Long
4 23.1956 3 278.3472 Sq.m
Direction
(iI)Short
4 8.9094 3 106.9128 Sq.m
Direction
Deduction for Windows
(i)In
8 0.76 0.96 5.8368 Sq.m
Bedroom
(ii)Toilet 4 0.45 0.76 1.368 Sq.m
(iii)Kitchen 2 0.9 1.05 1.89 Sq.m
(iv)Hall Room 4 0.9 1.05 3.78 Sq.m
(v)Stair 1 0.96 1.25 1.2 Sq.m
(vi)Dining 2 0.9 1.05 1.89 Sq.m

Total= 369.29 Sq.m

2.For partition Wall
(i)Long
Sq.m
Direction 2 17.81 3 106.86
(ii)Short
Sq.m
Direction 8 8.9 3 213.6
Deduction
(i)Door 4 1.22 2.165 10.5652 Sq.m
(ii)Toilet 4 0.9 2.1 7.56 Sq.m
(iii)kitchen 2 1.22 2.1 5.124 Sq.m
Total= 297.41 Sq.m
3.Ceeling 1 23.195 8.909 206.64426 Sq.m
4.Beam 12 0.3 8.909 32.0724 Sq.m
Total= 905.417 Sq.m
5.Similar for
905.41665 Sq.m
2nd Floor
6.Roof
(a)Parapet Wall
(i)Long 4 23.1956 2 185.5648 Sq.m
(ii)Short 4 8.9 2 71.2 Sq.m
Total= 256.7648 Sq.m
7.Mumpty Room
(i)Long
Direction 4 5.37 2.55 39.504 Sq.m
(ii)Short
Sq.m
Direction 4 4.456 2.55 53.4
Deduction

(i)Door 1 1.22 2.165 2.64 Sq.m

Total= 90.2627 Sq.m
8.Ground
Floor
(i)Colum 72 0.4 3 86.4 Sq.m
(ii)Celling 1 23.1956 8.9094 206.65 Sq.m
 (iii)Deduction 1 3.2918 4.456 14.668 Sq.m
Total= 191.95 Sq.m
GRAND TOTAL= 2349.811 Sq.m
(E) QUANTITY OF STEEL
Using 1% steel
84.518x1% = 0.845 Cum
0.845x7850=6634.663 Kg
1.Slab 6634.663 Kg

Using 2% steel
2.Beam 7480.265 Kg 47.645x2% = 0.953 Cum
0.953x7850=7480.265 Kg

Using 2% steel
3.Plinth 20.378x2%=0.41Cum
3199 Kg
Beam 0.41x7850=3199 Kg

4.Cloum Using 2.5% steel

1.2528x2.5%= 0.0313Cum
0.313x7850=245.862 Kg
(i).Up to G.L 245.862 Kg

27.216x2.5%=0.68 Cum
(ii).Above G.L 5341 Kg 0.68x7850=5341 Kg

Using 0.8% steel

42.1876x0.8%=0.3375
Cum
5.Footing 2649.4 Kg 0.3375x7850= 2649.4Kg

Using 2% steel
20.224x2%=0.404Cum
6.Stair Case 3175.168 Kg 0.404x7850=3175.168 kg

Using 2% steel
18.94x2%=0.3788Cum
7.Lintel 2973.58 Kg 0.3788x7850=2973.58 Kg
 GRAND TOTAL= 31698.938 Kg

31.7 TON
(F) PAINT
1.For
partition
Wall 594.82 Sq.m
2. Long beam 1107.87 Sq.m
3.For Ceiling 619.98 Sq.m
Total Area of Paint = 2322.67 Sq.m