Q 1)
Sr.No Particular No. Length Width Height Quantity Remark
1 UCR Masonry in CM (1:5)
L= (55.6-0.5*11*0.6)
Footing (F1) 1 52.3 0.6 0.5 15.69 m3 = 52.3
15.855 L= (55.6-0.5*11*0.5)
Footing (F2) 1 52.85 0.5 0.6 m3 = 52.85
14.952 L= (55.6-0.5*11*0.4)
Footing (F3) 1 53.4 0.4 0.7 m3 = 53.4
Total 46.497
Quantity m3
I st Class Brick Masonry in
CM (1:4) in Super 51.792
2 Structure. 1 53.95 0.3 3.2 m3
Deductions
Window(W1) 4 2 0.3 1.5 3.6 W1 = 2 x 1.5 m
Window(w2) 1 1.5 0.3 1.5 0.675 W2 = 1.5 x 1.5 m
Ventilation (v) 2 1 0.3 0.6 0.36 V = 1 X 0.6 m
Door (D) 2 1.2 0.3 2.1 1.512 D=1.2 x 2.1 m
Door (D1) 1 1 0.3 2.1 0.63 D1=1 x 2.1 m
Door (D2) 1 0.9 0.3 2.1 0.567 D2= 0.9 x 2.1m
Opening (o) 1 1.2 0.3 2.1 0.756 O=1.2 x 2.1 m
Total
Deduction 8.1 m3
Deductions for Lintel
L = 0.15+2+0.15
Window(W1) 4 2.3 0.3 0.3 0.828 =2.3
L = 0.15+1.5+0.15
Window(w2) 1 1.8 0.3 0.3 0.162 =1.8
L = 0.15+1+0.15
Ventilation (v) 2 1.3 0.3 0.3 0.234 =1.3
L = 0.15+1.2+0.15
Door (D) 2 1.5 0.3 0.3 0.27 =1.5
L = 0.15+1+0.15
Door (D1) 1 1.3 0.3 0.3 0.117 =1.3
L = 0.15+0.9+0.15
Door (D2) 1 1.2 0.3 0.3 0.108 =1.2
L = 0.15+1.2+0.15
Opening (o) 1 1.5 0.3 0.3 0.135 =1.5
Total
Deduction 1.854 m3
Total Quantity of I st
Class Brick Masonry in 41.838
CM (1:4) m3
16.185
3 2.5cm thick DPC (1:2:4) 1 53.95 0.3 - m2
Net quantity of 12 mm thick
4 internal plaster in CM (1:4)
Living Room 1 16.4 - 3.5 57.4
Kitchen 1 12.8 - 3.5 44.8
Bed Room 1 14.2 - 3.5 49.7
Bath room 1 7.4 - 3.5 25.9
W.C 1 5.8 - 3.5 20.3
Passage 1 11 - 3.5 38.5
Total
Quantity 236.6 m2
Deduction
Window(W1) 4 2 - 1.5 12
Window(w2) 1 1.5 - 1.5 2.25
Ventilation (v) 2 1 - 0.6 1.2
Door (D) 2 1.2 - 2.1 5.04
Door (D1) 1 1 - 2.1 2.1
Door (D2) 1 0.9 - 2.1 1.89
Opening (o) 1 1.2 - 2.1 2.52
Total
Deduction 27 m2
Net quantity of 12 mm
thick internal plaster in
CM (1:4) 209.6 m2
Q2)
Sr Description of length Height
No. width(W) Quantity Remark
No Particulate (L) (H)
Earthwork in L=52.8-(10*0.5*0.9)
1 1 48.3 0.9 1.4 60.858 m3
Excavation L=48.3 m
P.C.C (1:2:4) for L=52.8-(10*0.5*0.9)
2 1 48.3 0.9 0.2 8.694 m3
foundation bed L=48.3 m
D.P.C (2.5 cm thick) L=52.8-(10*0.5*0.3)
3 1 51.3 0.3 - 15.39 m2
in 1:3:6 L=51.3 m
I. Deduction
Doors (D) 1 1.2 0.3 - 0.36 D= 1.2x2.1
Doors (D1) 1 1 0.3 - 0.3 D1=1x2.1
Doors (D2) 1 0.9 0.3 - 0.27 D2=0.9x2.1 (assume)
Opening (O) 2 1.2 0.3 - 0.72 O=1.2x2.1
Final D.P.C
13.29 m2
Quantity
1st Class Brickwork
in superstructure 3m height of
4 1 51.3 0.3 3 46.17 m3
in cement mortar superstructure
(1:4)
I. Deduction for
openings
Doors (D) 1 1.2 0.3 2.1 0.756 D= 1.2x2.1
Doors (D1) 1 1 0.3 2.1 0.63 D1=1x2.1
Doors (D2) 1 0.9 0.3 2.1 0.567 D2=0.9x2.1 (assume)
Window (W1) 2 2 0.3 1.3 1.56 W1=2x1.3
Window (W2) 3 1.5 0.3 1.3 1.755 W2=1.5x1.3
Ventilation (V) 2 0.6 0.3 0.4 0.144 V=0.6x0.4
Opening (O) 2 1.2 0.3 2.1 1.512 O=1.2x2.1
Total Deduction for openings
6.924 m3
II. Deduction for Assuming Height
lintel of lintel as 0.3 M
Doors (D) 1 1.5 0.3 0.3 0.135 D= 1.5
Doors (D1) 1 1.3 0.3 0.3 0.117 D1=1.3
Doors (D2) 1 1.2 0.3 0.3 0.108 D2=1.2
Window (W1) 2 2.3 0.3 0.3 0.414 W1=2.3
Window (W2) 3 1.8 0.3 0.3 0.486 W2=1.8
Ventilation (V) 2 0.9 0.3 0.3 0.162 V=0.9
Opening (O) 2 1.5 0.3 0.3 0.27 O=1.5
Total Deduction for
1.692 m3
lintel
Final Quantity for
Brickwork in 37.554 m3
superstructure
