S.No. Description of Items No.

Length, Breadth, Height or Depth, Quantity Unit Remarks

m m m
1.0 Earthwork in excavation
a Rooms 1 29.00 0.90 0.90 23.49 L=29.90 - 0.9/2 - 0.9/2 = 29.00 m
b Verandah walls 1 12.00 0.70 0.90 7.56 L=12.90 - 0.9/2 - 0.9/2 = 12.00 m
c Steps 1 2.60 0.80 0.15 0.31 L=2.40+0.1+0.1 = 2.60 m, B=1.00+0.3/2-0.7/2
Total 31.36 m3
2 Earthwork in filling
a Earthwork in filling in trenches @ 20% of 1/5th of the excavation
20% 6.27
volume E/W excavation (approximate) m3
b L=4.5-2*0.05 = 4.10 m, B=3.6-2*0.05-=3.50, H= 0.60-
Room 1 1 4.40 3.50 0.430 6.62 0.1-0.075=0.43
c L=4.0-2*0.05 = 3.90 m, B=3.6-2*0.05-=3.50, H= 0.60-
Room 2 1 3.90 3.50 0.43 5.87 0.1-0.075=0.43
L=9.20 - 2*0.3/2 = 8.90 m, B=1.85-0.30/2 -0.40/2=1.50
d Verandah 1 8.90 1.50 0.43 5.74 m
Total 24.50 m3
3 Lime Concrete in Foundation
a Rooms 1 29.00 0.90 0.30 7.83 L=29.90 - 0.9/2 - 0.9/2 = 29.00 m
b Verandah walls 1 12.00 0.70 0.30 2.52 L=12.90 - 0.9/2 - 0.9/2 = 12.00 m
c Steps 1 2.60 1.00 0.15 0.39 L=2.4+0.1+0.1=2.60 m, B=1.00
Total 10.74 m3
4 1st class brick work in foundation &plinth in
cement mortar
Main Wall
a 1st footing 1 29.30 0.60 0.20 3.52 L=29.90 - 0.60/2 - 0.60/2 = 29.30 m
b 2nd footing 1 29.40 0.50 0.20 2.94 L=29.90 - 0.50/2 - 0.50/2 = 29.40 m
c 3rd footing 1 29.50 0.40 0.80 9.44 L=29.90 - 0.40/2 - 0.40/2 = 29.50 m
Verandah Walls
a 1st footing 1 12.30 0.40 0.20 0.98 L=12.90 - 0.60/2 - 0.60/2 = 12.30 m
b Plinth Wall lower footing 1 12.40 0.30 0.20 0.75 L=12.90 - 0.50/2 - 0.50/2 = 12.40 m
c Plinth Wall upper footing 1 12.50 0.30 0.80 3.00 L=12.90 - 0.40/2 - 0.40/2 = 12.50 m
H=0.6+0.2
d Steps B=(3*30+30)/2 1 2.40 0.60 0.45 0.65
Total 21.28 m3
5.0 5cm thickness
a Main wall 1 29.60 0.30 8.88 L=29.9-2*0.3/2
b Verandah Wall 5 0.2 0.2 0.04
c Deduction for door 3 1.20 0.30 0.36 Ld=1.2
Total 8.56 m3
6.0 1st class brick work in cement mortar in
superstructure
a Rooms 1 29.60 0.30 3.60 31.97 L=29.90 - 0.30/2 - 0.30/2 = 29.60 m
b Above pillars 1 12.60 0.20 0.90 2.27 L=12.90 - 0.30/2 - 0.30/2 = 12.60 m
c Pillars 5 0.20 0.20 2.70 0.54
Total 34.78 m3
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Deductions for openings

a Door 3 1.20 0.30 2.10 2.27
b Window 8 1.10 0.30 1.50 3.96
c Band lintel in main wall 1 29.60 0.30 0.15 1.33
d Band lintel in verandah wall 1 12.60 0.20 0.15 0.38 width = 20 cm given in dimension
e Band lintel in Shelves opening 1 1.10 0.20 1.50 0.33
Total 8.27 m3
Total Brickwork in cement mortar in superstructure after deductions 26.51 m3

7 10cm thick brickwork in parpet 1 30.4 0.1 0.7 L=(9.4-2*0.1/2)*2+(6-2*0.1/2)*2=30.4

Cement Concrete excluding reinforcement
8 &shuttering
a For Lintel
i Main walls 1 29.6 0.3 0.15 1.332
ii Verandah 1 12.60 0.10 0.15 0.189

b For Chajjas
i Window 6 1.30 0.45 0.07 0.2457 (9cm+5cm)/2=0.07m
ii Verandah front 1 10.30 0.45 0.07 0.32445 L=9.4+0.45+0.45
iii Verandah sides 2 1.80 0.45 0.07 0.1134 L=1.6+0.2
c Roofing Slabs 1 9.40 6.00 0.10 5.64
d Web of Beams 2 4.2 0.15 0.2 0.252 L=3.6+0.3+0.3
Total 8.09655 m3
Hire&Labour charges for centering
9 &shuttering
a For Lintel
i Main Wall outside 1 27.2 0.15 4.08 L=9.4+4.2+4.2+9.4
ii Main Wall inside 1 31.40 0.15 4.71 L=4.5*2+4*2+3.6*2+3.6*2
iii Verandah outside 1 13.30 0.15 1.995 L=9.4+2*1.95
iv Verandah inside 1 12.20 0.15 1.83 L=9+1.6*2
Total 12.615 m3
b Chajjas bottom 1 21.7 0.45 9.765 L=6*1.3+(9.4+2*0.45)+2*1.8
i Edge Front 1 22.60 0.05 1.13
ii Edge window sides 2*6 0.45 0.07 0.38
iii Edge verandah sides 2 0.45 0.07 0.063
Total 11.34 m3
c Roofing Slab
i Bigger Room 1 4.50 3.60 16.20
ii Samller Room 1 4.00 3.60 14.40
iii Sides of beam 2*2 3.6 0.2 2.88
Total 33.48 m2

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