TAKE OFF SHEET PREPARATION

EMPLOYER:-
CONSULTANT:-
Times DIMENSION QUANTITY UNIT

1 28
22
616.00 m2

12
2
1.5
1.74
62.64 m3
6
2
1.5
1.74
31.32 m3
11
2
1.5
1.74
57.42 m3
151.38 m2

3.6
0.2
0.72 m2
4
0.2
0.8 m2
3.6
0.2
0.72 m2
4
 0.2
0.8 m2
3.6
0.2
0.72 m2
4
0.2
0.8 m2
4
0.2
0.8 m2
4
0.2
0.8 m2
4
0.2
0.8 m2
4
0.2
0.8 m2
4
0.2
0.8 m2
4
0.2
0.8 m2
4
0.2
0.8 m2

12
2
1.5
1.74
62.64 m3
6
2
 1.5
1.74
31.32 m3
11
2
1.5
1.74
57.42 m3
151.38 m2

12
2
1.5
1.74
62.64 m3
6
2
1.5
1.74
31.32 m3
11
2
1.5
1.74
57.42 m3
151.38 m2

3.6
0.2
0.72 m2
4
0.2
0.8 m2
3.6
0.2
0.72 m2
4
0.2
0.8 m2
3.6
0.2
0.72 m2
4
0.2
0.8 m2
4
0.2
0.8 m2
4
0.2
0.8 m2
4
0.2
0.8 m2
4
0.2
0.8 m2
4
0.2
0.8 m2
4
0.2
0.8 m2
4
0.2
0.2
0.04 m2

3.6
6.2
0.15
3.35 m3
3.6
4.2
0.15 0.53
1.74 m3
 4.4
6.2
0.15
4.09 m3
4.4
4.2
0.15
2.77 m3
4.4
5.7
0.15
3.76 m3
4.2
6.2
0.15
3.91 m3
4.2
4.2
0.15
2.65 m3
4.2
5.7
0.15
3.59 m3
5.5
3.9
0.15
3.22 m3
1.6
6.2
0.15
1.49 m3
1.6
4.2
0.15
1.01 m3
31.57 m3

2 0.8
1.2
1.92 m2
2 0.85
1.2
2.04 m2
3 11.88 m2
2 0.7
1.2
1.68 m2
2 0.75
1.2
1.8 m2
7 24.36 m2
2 0.7
1.2
1.68 m2
2 0.75
1.2
1.8 m2
5 17.4 m2
2 0.5
1.2
1.2 m2
2 0.55
1.2
1.32 m2
2 5.04 m2
58.68 m2

2 0.8
1.2
1.92 m2
2 0.85
1.2
2.04 m2
3 11.88 m2
2 0.7
1.2
1.68 m2
2 0.75
1.2
1.8 m2
7 24.36 m2
2 0.7
1.2
1.68 m2
2 0.75
1.2
1.8 m2
5 17.4 m2
2 0.5
1.2
1.2 m2
2 0.55
1.2
1.32 m2
2 5.04 m2
58.68 m2

53.73
0.5
1.2
32.238 m3
OFF SHEET PREPARATION TAKE OFF SHEET PRE
CONTRACTOR:- EMPLOYER:-
PROJECT:- CONSULTANT:-
DESCRIPTION Times DIMENSION QUANTITY

A.SUB STRUCTURE
1.EXCAVATION AND EARTH WORK
1.1 site clearing
clear the site at a depth of 20 cm or remove the top 20cm soil. Site
clearing includes total area of the site or compound
12
Total area of site clearing 2
2. CONCRETE WORK 1.5
2.1 lean concrete under footing pad 1.74
C-5 lean concrete under footing pad 62.64
6
Total lean concreate under f1 2
1.5
f total 1.74
31.32
11
2
1.5
F2 total lean concreate under F2 1.74
57.42
151.38
0.3
0.4
F3 total lean concreate under F3 0
Total area of lean concrete footing pad 57.42
2.2. Lean concrete under masonary and above masonary work
on axis '' A' ''
b/n axis ''2 & 6''

on axis ''B' ''

b/n axis ''2 & 6''

on axis '' C' ''

b/n axis ''1& 7''

on axis ''D' ''

b/n axis ''1 & 7''

on axis '' E' ''

b/n axis ''1 & 7''

on axis 'F' ''

b/n axis ''1& 7''

on axis '1' ''

b/n axis ''C& F''

on axis ''2' ''

b/n axis ''C& F''

on axis ''3' ''

b/n axis ''C& F''

on axis ''4' ''

b/n axis ''A& F''

on axis ''5' ''

b/n axis ''A& F''

on axis ''6' ''

b/n axis ''A& F''

on axis ''7' ''

b/n axis ''C& F''

2.3 concrete work for footing pad

c25

F1

f total
F2 total

F3 total
Tota Volume concrete footing pad
2.4 Foundation column concreate

c1

C1 total

C2 total

C3 total
Tota Volume Foundation column
2.4 concrete work for grade beam
on axis '' A' ''
b/n axis ''2 & 6''

on axis ''B' ''

b/n axis ''2 & 6''

on axis '' C' ''

b/n axis ''1& 7''

on axis ''D' ''

b/n axis ''1 & 7''

on axis '' E' ''

b/n axis ''1 & 7''

on axis 'F' ''

b/n axis ''1& 7''

on axis '1' ''

b/n axis ''C& F''

on axis ''2' ''

b/n axis ''C& F''

on axis ''3' ''

b/n axis ''C& F''

on axis ''4' ''

b/n axis ''A& F''

on axis ''5' ''

b/n axis ''A& F''

on axis ''6' ''

b/n axis ''A& F''

on axis ''7' ''

b/n axis ''C& F''

2.5 concrete work for Ground floor slab

concrete work for basement floor slab at a depth of 15cm

slab b/n axis 1-2 & D-C

slab b/n axis 1-2 & B-C (minus area of lift in m3=0.53)
slab b/n axis 2-3 & D-C

slab b/n axis 2-3 & C-B

slab b/n axis 2-3 & B-A'

slab b/n axis 3-4 & D-C

slab b/n axis 3-4 & C-B

slab b/n axis 3-4 & B-A'

slab b/n axis 1'-2 & B-A'

slab b/n axis 1'-1 & D-C

slab b/n axis 1'-1 & C-B

Total area of concrete for ground floor slab
3. FORMWORK
3.1 form work for footing pad

F1
 F2

F3

F4

total area of form work for foundation column

3..2 form work for foundation column

C1

C2

C3
 C4

total area of form work for foundation column

3.3 form work for grade beam
total perimeter of external beam form work= 56.73m

total perimeter of internal beam form work= 100m

4. Masonary work
volume of masonary work
A masonary work above external mat beam at a depth of 1.20m
and width of 50cm
total perimeter(girth)= 53.73
1.5+3.2+3.85+3.75+5.74+3.75+5.3+3.75+4.3+5.4+3.6+3.85+5.74
column to column length=53.73m

Total volume of masonary work

AKE OFF SHEET PREPARATION
- CONTRACTOR:-
PROJECT:-
UNIT DESCRIPTION

B.SUPER STRUCTURE
1. CONCRETE WORK
1.1 COLUMN
1.1.1 Ground floor
c-25 concrete for ground floor column

m3 intersection b/n beams

m3 volume of concrete for ground floor column

1.1.2 First floor

m3
m2
intersection b/n beams

m3
m3 volume of concrete for first floor column
 NO. OF
NO. OF TOTAL NO .
LOCATION DIA (MM) LENGTH (M) BARS PER
MEMBER OF BARS
MEMBER 8.00
SUB STRUCTURE
Footing Pad
8 0.8 41 2 82 65.60

TOTAL LENGTH, M 65.60

UNIT WEIGHT , KG/ M 0.40
TOTAL WEIGHT,KG 25.91

SUPER STRUCTURE

Elevation Column
C-1 16 14.60 8 14 112
16 6.85 6 14 84
St-up 8 1.10 108 14 1512 1663.20
C-2 16 14.60 8 1 8
16 9.80 6 1 6
St-up 8 11.10 122 1 122 1354.20
C-3 16 3.65 10 3 30
16 17.90 8 3 24
St-up 8 1.50 108 3 324 486.00

1st Floor to Roof

Beam
FB-1 16 4.37 6 5 30
16 1.595 2 5 10
St-up 8 1.20 28 5 140 168.00
FB-2 16 4.35 6 5 30
16 1.59 2 5 10
St-up 8 1.20 28 5 140 168.00
FB-3 16 11.12 6 5 30
16 1.60 2 5 10
16 2.205 1 5 5
16 2.20 1 5 5
St-up 8 1.20 87 5 435 522.00
FB-4 16 11.27 6 5 30
16 1.68 1 5
16 2.23 1 5
16 2.23 1 5
16 1.68 1 5
St-up 8 1.20 90 5 450 540.00
 FB-5 16 11.47 6 5 30
16 1.71 3 5 15
16 2.26 2 5 10
16 3.50 2 5 10
St-up 10 1.20 69 5 345
FB-6 16 11.70 6 5 30
16 1.75 2 5 10
16 2.30 2 5 10
St-up 8 1.20 86 5 430 516.00
FB-7 16 17.26 6 20 120
16 6.48 1 20 20
16 4.98 2 20 40
St-up 8 1.20 61 20 1220 1464.00
10 1.20 56 20 1120

1st Floor to Roof Slab

1 8 6.11 14 5 70 427.70
2 8 5.98 14 5 70 418.25
3 8 5.03 13 5 65 326.63
4 8 3.25 91 5 455 1478.75
5 8 5.04 13 5 65 327.60
6 8 4.47 5 5 25 111.63
7 8 4.28 12 5 60 256.80
8 8 4.48 5 5 25 112.00
9 8 4.28 12 5 60 256.80
10 8 5.22 26 5 130 678.60
11 8 5.23 26 5 130 679.90
12 8 5.38 33 5 165 887.70
13 8 5.38 33 5 165 887.70
14 8 5.49 23 5 115 630.78
15 8 5.05 19 5 95 479.28
16 8 5.00 23 5 115 574.43
17 8 3.25 24 5 120 390.00
18 8 4.25 69 5 345 1466.25
19 8 6.32 26 5 130 820.95
19' 8 5.72 30 5 150 857.25
20 8 5.48 19 5 95 520.13
21 10 2.30 30 5 150
22 10 2.30 43 5 215
23 8 2.30 19 5 95 218.50
24 8 2.30 19 5 95 218.50
25 8 2.30 28 5 140 322.00
26 8 2.30 28 5 140 322.00
 27 10 2.34 23 5 115
28 10 3.03 24 5 120
29 8 2.34 74 5 370 863.95
30 8 2.89 75 5 375 1083.75
31 10 2.24 21 5 105
32 10 2.21 20 5 100
33 10 2.48 36 5 180
Water tanker slab
1 8 5.12 36 1 36 184.32
2 8 7.64 19 4 76 580.26
3 10 2.93 19 2 38
RB-1 16 3.85 6 2 12
st-up 16 1.43 2 2 4
8 1.20 24 2 48 57.60
16 6.37 6 2 12
RB-1 16 3.28 1 2 2
16 1.76 1 2 2
st-up 8 1.20 45 2 90 108.00
Staircase
14 5.64 12.00 5.00 60
14 1.85 12.00 5.00 60
14 1.72 12.00 5.00 60
14 2.18 12.00 5.00 60
14 2.24 12.00 5.00 60
8 1.55 35.00 5.00 175 271.25
8 1.55 35.00 5.00 175 271.25
8 1.23 100.00 5.00 500 615.00
14 4.13 12.00 5.00 60
14 1.88 12.00 5.00 60
14 1.63 12.00 5.00 60
14 2.36 12.00 5.00 60
8 1.55 31.00 5.00 155 240.25
8 1.55 31.00 5.00 155 240.25
8 1.23 100.00 5.00 500 615.00
14 1.96 24.00 1.00 24
14 6.03 24.00 1.00 24
10 0.896 264.00 1.00 264
10 2.22 24.00 1.00 24
8 3.66 22.00 1.00 22 80.41
Landing Beam-1 16 3.85 7.00 5.00 35
10 1.20 24.00 5.00 120
Landing Beam-2 16 4.38 3.00 5.00 15
8 1.20 5.00 5.00 25 30.00
TOTAL LENGTH, M 25,792.79
UNIT WEIGHT , KG/ M 0.40
TOTAL WEIGHT,KG 10,188.15
10.00 12.00 14.00 16.00 20.00 24.00 d=3.5
a=6.265
b=

0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.62 0.89 1.21 1.58 2.47 3.56 6.31
- - - - - - -

1635.20
575.40

116.80
58.80

109.50
429.60

130.95
15.95

130.50
15.90

333.60
15.95
11.03
11.00

338.10
0.00
0.00
0.00
0.00
 343.95
25.65
22.60
35.00
414.00
351.00
17.50
23.00

2071.20
129.60
199.20

1344.00

345.00
494.50
 268.53
363.60

235.20
220.50
446.40

111.15
46.20
5.70

76.38
6.55
3.52

338.40
110.70
103.20
130.50
134.10

247.80
112.50
97.80
141.30

23.23

46.92
144.72
236.54
53.28

134.75
144.00
65.70

4,676.70 - 1,607.94 7,485.78 - -

 0.62 0.89 1.21 1.58 2.47 3.56
2,885.52 - 1,944.00 11,820.04 - -
Time Dimension Quantity Unit Description
10 0.1 Staircase concreate
0.25
5 steps
1.25 M3
2.69
5 soffit
0.19
0.95 m3
5
1
15.83 landing
79.15 m2