Bar Bending Schedule
Description of
Bar
Bar #
Spacing
" c/c
# of
bars
Nos
Cut
length
Total
Length (ft)
Bending
position
11
61
17.33
1057.13
0.9
61
17.33
1057.13
0.00
61
17.33
1057.13
0.00
61
17.33
1057.13
0.00
Wt lb/ft
Wt (lb)
951.42
MAIN BUILDING
S.No
1
2
3
4
5
6
7
Description
Excavation in foundation of building, bridges etc
complete : In ordinary soil
Plain Cement Concrete incl. placing, compacting,
finishing & curing (Ratio 1:4:8) in foundation
Plain Cement Concrete incl. placing, compacting,
finishing & curing (Ratio 1:2:4)
Damp proof of cem. conc. 1:2:4 i/c bitumen coat, 1 layer
polythene & 1 coat bitumen (2" thick)
Pacca brick work in foundation and plinth in Cement,
sand mortar 1:6
Pucca brick work in ground floor Cement, sand mortar
1:6 upto Lintel Level
Pucca brick work in ground floor Cement, sand mortar
1:4
Cement
(Bags)
Sand
(M3)
Crush
(M3)
Bricks
(No.)
Skilled
Labor
(Day)
Unskilled Shutterin
Vibrator
Labor
g
(Hour)
(Day)
(M2)
Qty
M3
1.00
M3
1.00
3.32
0.46
0.92
0.22
1.50
1.00
0.50
M3
1.00
6.16
0.43
0.86
0.22
1.50
1.00
0.50
M2
1.00
0.32
0.02
0.05
0.07
0.24
M3
1.00
1.23
0.28
477.00
0.71
1.44
M3
1.00
1.21
0.26
477.00
0.88
1.97
M3
1.00
1.70
0.24
477.00
0.88
1.97
1.00
0.50
Extra labour for first floor (columns)
M3
1.00
0.09
0.35
Extra labour for first floor (B.B work)
M3
1.00
0.09
0.35
10
RCC (1:2:4) in Slab, Lintel and shades
M3
1.00
0.37
3.13
11
Extra labour for first floor (RCC)
M3
5.00
M3
1.00
M2
1.00
M2
1.00
12
13
6.16
0.43
0.86
0.09
0.01
15
Khuras on roof 2'x2'x6"
Each
1.00
0.25
0.02
0.04
16
Bottom khuras of brick masonry in c/s mortar
1:6,4'x2'x4.5" over 3" cem. concrete 1:4:8
Each
1.00
0.35
0.05
0.10
17
Cement plaster 1:4 upto 20' height 1/2" thick
M2
1.00
0.06
M2
1.00
0.05
M3
1.00
M3
1.00
M3
1.00
M2
1.00
1.00
M3
1.00
4.32
0.45
M2
1.00
0.32
0.02
19
20
21
22
23
24
25
Brick Ballast or shingle under floor
Provide & lay topping of concrete 1:2:4, incl. surface
finishing & dividing in panels : 2" thick
Provide & fix glass strip 1.5" wide for dividing the floors
into panels : 5mm thick
Plain Cement Concrete incl. placing, compacting,
finishing & curing (Ratio 1:3:6)
Mosaic dado or skirting complete as per specs Using
grey cement : 1/2" thick
2.67
0.35
0.71
0.13
0.29
38
0.14
P&L of polythene sheet on roof
18
Brick
Tiles (No)
7.50
14
Cement pointing struck joints, on walls, upto 20' height :
Ratio 1:3
Filling, watering and ramming earth under floor with
surplus earth from foundation, etc
Supplying and filling sand under floor or plugging in
wells
Steel
(Ton)
0.37
Extra labour for arch work in brick masonry, including
labour for centring and decentring
Single layer of tiles 10"x5"x1.25" laid over 4" earth and
1" mud plaster on top of RC roof slab
Concrete
Mixer
(Hour)
Unit
0.13
0.28
0.18
0.39
0.01
0.06
0.13
0.00
0.09
0.11
50.00
0.18
1.50
0.32
0.02
0.05
0.90
0.35
0.88
0.18
0.44
0.19
0.32
0.00
0.00
0.22
1.50
0.90
0.43
1.00
0.50
Requirment of Material(in MKS And FPS System)
A
RCC/PCC
Qty
Cement (Bags)
For Cft
For M3
Steel(Ton)
For Cft
For M3
Sand (Cft)/
M3
Crush (Cft)/
M3
335
47.40
94.700
0.223
7.85
P.C.C(1:4:8)
100.00
9.50
P.C.C(1:3:6)
100.00
13.00
435
46.20
92.40
0.223
7.85
P.C.C/R.C.C(1:2:4)
100.00
17.60
621.5
44.00
88.00
0.223
7.85
P.C.C/R.C.C(1:1.5:3)
100.00
22.50
791
42.00
84.00
0.223
7.85
P.C.CR.C.C(1:1:2)
100.00
30.80
1087
38.50
77.00
0.223
7.85
Burnt Brick (Cement Sand Mortor)
Cement (Bags)
Sand
Bricks (No)
For Cft
For M3
Cft/ M3
For CFt
For M3
3.50
121.50
26.710
1350.00
47700.00
Brick Cement Mortar(1:6)
100.00
Brick Cement Mortar(1:5)
100.00
4.00
141.20
25.00
1350.00
47700.00
Brick Cement Mortar(1:4)
100.00
4.800
169.512
24.00
1350.00
47700.00
Brick Cement Mortar(1:3)
100.00
6.00
211.86
22.500
1350.00
47700.00
Sand (Cft)
Sand (M3)
1.670
Plastering/Pointing
Cement (Bags)
For Cft
For M3
7.800
5.820
10
Cement plaster (1:6) 1/2" thick(12mm)
100.00
0.770
11
Cement plaster(1:5)1/2" thick(12mm)
100.00
0.900
9.180
5.660
1.625
12
Cement plaster(1:4)1/2" thick (12mm)
100.00
1.090
11.000
5.440
1.5600
13
Cement plaster(1:3)1/2" thick(12mm)
100.00
1.360
13.770
5.100
1.4600
14
Cement plaster(1:2)1/2" thick(12mm)
100.00
1.820
18.000
4.530
1.300
15
Cement plaster (1:6) 3/4" thick(20mm)
100.00
1.080
12.000
8.050
2.600
16
Cement plaster(1:5)3/4" thick(20mm)
100.00
1.250
14.000
7.830
2.500
17
Cement plaster(1:4)3/4" thick(20mm).
100.00
1.500
17.000
7.520
2.400
18
Cement plaster(1:3)1/2" thick(20mm)
100.00
1.880
22.000
7.050
2.300
19
Cement plaster(1:2)3/4" thick(20mm)
100.00
2.500
28.000
6.260
2.000
20
Ceiling plaster(1:3)1/2" thick(12mm)
100.00
1.250
13.00
4.600
1.350
21
Ceiling plaster(1:4)1/2" thick(12mm)
100.00
1.000
14.00
5.000
1.440
22
Ceiling plaster(1:3)1/4" thick(6mm)
100.00
0.625
7.000
2.3400
0.750
23
Ceiling plaster(1:4)1/4" thick(6mm)
100.00
0.500
5.600
2.500
0.800
24
Cement pointing (1:3)
100.00
0.400
0.400
1.290
0.450
25
Cement pointing (1:2)
100.00
0.520
0.52
1.450
0.400
Sand
Sand
Crush
Crush
Cement (Bags)
DPC
1
100.00
26
D.P.C. 1:2:4 (2" thick)
27
D.P.C. 1:1.5:3( 1" thick/2.5cm)
100.00
For Cft
For M3
For Cft
For M3
Fpr Cft
For M3
2.97
32.0
7.420
2.300
14.80
4.520
1.8900
20.00
3.54
1.060
7.09
2.120
For Cft
For M3
Sand(Cft)
Sand (M3)
Crush (Cft)
Crush (M3)
2.97
32.0
7.420
2.500
14.80
4.520
1.8900
20.00
3.54
1.060
7.09
2.120
33.80
15.70
4.800
31.50
9.600
Flooring
28
2"(5cm)Thick PCC Floor (1:2:4)
100.00
29
2"(5cm)Thick PCC Floor (1:2:4)
100.00
30
4" Thick PCC(1:4:8)
100.00
3.1500
Bricks(Tiles) Bricks(Tiles)
Brick Tiles(10"x5"x1.25")
31
Brick Tiles(10"x5"x1.25")
100.00
288.00
3100
Requirment of Material and Labor(MKS)
S.No
Description
RCC/PCC
Unit
Qty
Cement
(Bags)
Sand
(Cft)
Crush
(Cft)
Bricks
(No.)
Steel
(Ton)
Skilled
Labor(No)
Unskilled
Labor(No)
V dry=1.54x V wet
P.C.C(1:4:8)
Cft
100.00
9.50
47.40
94.70
P.C.C(1:3:6)
Cft
100.00
13.00
46.20
92.40
P.C.C/R.C.C(1:2:4)
Cft
100.00
17.60
44.00
88.00
P.C.C/R.C.C(1:1.5:3)
Cft
100.00
22.50
42.00
84.00
P.C.CR.C.C(1:1:2)
Cft
100.00
30.80
38.50
77.00
Reinfr.Steel (Def.bars) in RCCSlab/Lintels(1%)
Cft
1.00
Burnt Brick(CSM)
0.00
1Cft Cantain 20% Wet Vol of Mortor(Vdry=1.54xVol wet)
and Volume of One Brick=0.0623Cft=0.00179M3(Actual)&0.07031Cft=0.00199M3(Nominal)
Brick Cement Mortar(1:6)
Cft
100.00
3.50
26.71
1350.00
Brick Cement Mortar(1:5)
Cft
100.00
4.00
25.00
1350.00
Brick Cement Mortar(1:4)
Cft
100.00
4.80
24.00
1350.00
10
Brick Cement Mortar(1:7)
Cft
100.00
3.00
26.20
1350.00
11
Brick Cement Mortar(1:8)
Cft
100.00
2.60
26.60
1350.00
12
Brick Cement Mortar(1:10)
Cft
100.00
2.18
27.20
1350.00
13
Brick Cement Mortar(1:12)
Cft
100.00
2.18
27.60
1350.00
Damp Proof Course(DPC)
AreaxThickness gives Volume and Vdry =1.54V wet
14
D.P.C. 1:2:4 (2" thick)
Sft
1.00
0.03
0.07
0.15
15
D.P.C. 1:1.5:3( 1" thick/2.5cm)
Sft
1.00
0.02
0.04
0.07
Plastering(Cement Sand)
Area x Thickness gives Volume and Vdry =1.20x1.30V wet
16
Cement plaster (1:6) 1/2" thick(12mm)
Sft
100.00
0.770
5.820
17
Cement plaster(1:5)1/2" thick(12mm)
Sft
100.00
0.900
5.660
18
Cement plaster(1:4)1/2" thick (12mm)
Sft
100.00
1.090
5.440
19
Cement plaster(1:3)1/2" thick(12mm)
Sft
100.00
1.360
5.100
20
Cement plaster(1:2)1/2" thick(12mm)
Sft
100.00
1.820
4.530
21
Cement plaster (1:6) 3/4" thick(20mm)
Sft
100.00
1.080
8.050
22
Cement plaster(1:5)3/4" thick(20mm)
Sft
100.00
1.250
7.830
23
Cement plaster(1:4)3/4" thick(20mm).
Sft
100.00
1.500
7.520
24
Cement plaster(1:3)1/2" thick(20mm)
Sft
100.00
1.880
7.050
25
Cement plaster(1:2)3/4" thick(20mm)
Sft
100.00
2.500
6.260
26
Ceiling plaster(1:3)1/2" thick(12mm)
Sft
100.00
1.250
4.600
27
Ceiling plaster(1:4)1/2" thick(12mm)
Sft
100.00
1.000
5.000
28
Ceiling plaster(1:3)1/4" thick(6mm)
Sft
100.00
0.625
2.3400
29
Ceiling plaster(1:4)1/4" thick(6mm)
Sft
100.00
0.500
2.500
Flooring
AreaxThickness gives Volume and Vdry =1.54V wet
30
2"(5cm)Thick PCC Floor (1:2:4)
Sft
1.00
31
2"(5cm)Thick PCC Floor (1:2:4)
Sft
1.00
32
Brick Tiles(10"x5"x1.25")
Sft
1.00
2.88
Sft
100.00
0.400
F
33
Pointing
Cement pointing (1:3)
1.290
34
Cement pointing (1:2)
Sft
100.00
0.52
1.450
Requirment of Material and Labor
S.No
Description
Unit
Qty
Cement
(Bags)
Sand
(M3)
Crush
Bricks
Steel (Ton)
(M3)
(No.)
V dry=1.54x V wet
RCC/PCC
P.C.C(1:4:8)
M3
100.00
335.00
47.400
94.700
P.C.C(1:3:6)
M3
100.00
435.00
46.200
92.400
P.C.C/R.C.C(1:2:4)
M3
100.00
621.50
44.00
88.00
P.C.C/R.C.C(1:1.5:3)
M3
100.00
791.00
42.00
84.00
P.C.CR.C.C(1:1:2)
M3
100.00
1087.00
38.500
77.000
Reinfr.Steel (Def.bars) in RCCSlab/Lintels(1%)
M3
100.00
Burnt Brick(CSM)
7.85
1Cft Cantain 20% Wet Vol of Mortor(Vdry=1.54xVol wet)
and Volume of One Brick=0.0623Cft=0.00179M3(Actual)&0.07031Cft=0.00199M3(Nominal)
Brick Cement Mortar(1:6)
M3
100.00
121.50
25.70
47700
Brick Cement Mortar(1:5)
M3
100.00
141.20
25.00
47700
Brick Cement Mortar(1:4)
M3
100.00
169.51
24.00
47700
10
Brick Cement Mortar(1:3)
M3
100.00
211.86
22.500
47700
Damp Proof Course(DPC)
AreaxThickness gives Volume and Vdry =1.54V wet
11
D.P.C. 1:2:4 (2" thick)
M2
1.00
0.32
0.02
0.05
12
D.P.C. 1:1.5:3( 1" thick/2.5cm)
M2
1.00
0.20
0.01
0.02
AreaxThickness gives Volume and Vdry =1.20x1.30V wet
Plastering(Cement Sand)
13
Cement plaster (1:6) 1/2" thick(12mm)
M2
100.00
7.80
1.6700
14
Cement plaster(1:5)1/2" thick(12mm)
M2
100.00
9.18
1.6250
15
Cement plaster(1:4)1/2" thick (12mm)
M2
100.00
11.00
1.5600
16
Cement plaster(1:3)1/2" thick(12mm)
M2
100.00
13.77
1.4600
17
Cement plaster(1:2)1/2" thick(12mm)
M2
100.00
18.00
1.30
18
Cement plaster (1:6) 3/4" thick(20mm)
M2
100.00
12.00
2.600
19
Cement plaster(1:5)3/4" thick(20mm)
M2
100.00
14.00
2.500
20
Cement plaster(1:4)3/4" thick(20mm).
M2
100.00
17.00
2.400
Cement plaster(1:3)1/2" thick(20mm)
M2
100.00
22.00
2.300
2.000
1.350
21
22
Cement plaster(1:2)3/4" thick(20mm)
M2
100.00
28.00
23
Ceiling plaster(1:3)1/2" thick(12mm)
M2
100.00
13.00
24
Ceiling plaster(1:4)1/2" thick(12mm)
M2
100.00
10.00
1.440
25
Ceiling plaster(1:3)1/4" thick(6mm)
M2
100.00
7.000
0.7500
26
Ceiling plaster(1:4)1/4" thick(6mm)
M2
100.00
5.600
0.800
Flooring
Area x Thickness gives Volume and Vdry =1.54V wet
27
2'(5cm)Thick PCC Floor (1:2:4)
M2
1.00
28
2'(5cm)Thick PCC Floor (1:2:4)
M2
1.00
29
Brick Tiles(10"x5"x1.25")
M2
1.00
Skilled
Labor(No)
Pointing
30
Cement pointing (1:3)
M2
100.00
4.65
0.490
31
Cement pointing (1:2)
M2
100.00
6.00
0.400
Unskilled
Labor(No)
Bar Weight (Imperial Sizes)
1Kg=2.204lb 1000Kg=1 ton 2204lb=1 ton
Wt(Ib/ft)=(DiaxDia)in^2x2.671 Wt(Kg/m)=((DiaxDia)in^2x0.0061654)
Unit wt=490Ib/Cft=7852.41Kg/M3=222.32Kg/ft, Wt(Kg/ft)=(diaxdia)in^2X1.212
Convert wt Ib/ft to Kg/m(Wt <Kg/m>=1.49xWt<Ib/ft>) and (Wt<Ib/ft=0.672xWt<Kg/m>)
Bar#
Dia in
3
4
5
6
7
8
9
10
11
14
18
3/8=0.375
1/2=0.5
5/8=0.625
6/8=0.75
7/8=0.875
8/8=1
9/8=1.128
10/8=1.270
11/8=1.410
14/8=1.693
18/8=2.257
X-Sec Area Perimeter in
0.11
0.2
0.31
0.44
0.6
0.79
1
1.27
1.56
2.25
4
1.18
1.57
1.96
2.36
2.75
3.14
3.54
3.99
4.43
5.32
7.09
Unit Weight
lb/ft
0.376
0.668
1.043
1.502
2.044
2.67
3.4
4.303
5.313
7.65
13.6
Unit Weight
Kg/ft
0.1706
0.3031
0.4732
0.6815
0.9274
1.2114
1.5426
1.9524
2.4106
3.4710
6.1706
Unit Weight
Meters/Ton
Kg/m
0.56
1788
0.995
1006
1.554
644
2.24
447
3.046
328
251
3.98
5.07
199
6.41
161
133
7.92
11.40
20.26
Bar Weight (MetricSizes)
Dia mm X-Sec Area
8
10
12
16
20
22
25
28
32
36
50.3
78.5
113.1
201.1
314.2
380.1
490.9
615.8
804.3
1017.9
Unit Weight Unit Weight
Kg/m
Ib/ft
0.395
0.266
0.616
0.415
0.888
0.598
1.579
1.063
2.466
1.660
2.984
2.008
3.854
2.594
4.834
3.253
6.313
4.249
7.99
5.377
Meters/Ton
Foot/Ton
2532
1623
1126
633
406
335
259
207
158
125
8305
5324
3693
2076
1332
1100
850
678
518
410
Particular of Item
S.No
1
Excavation In Ordinary Soil
Excavation In Hard Soil
BB Work in Cement Mortar in Foundation and Plinth
BB work in Super Structure
R.B Work
Qty per day
Skilled Labour
200Cft/5.66M3
Un-Skilled Labour
1 Mazdoor
1 Mazdoor
100Cft/2.83M3
1 Mason
2 Mazdoor
70Cft/2m3
1 Mason
2 Mazdoor
Plastering
200Sft/20M2
1 Mason
2 Mazdoor
Pointing
300Sft/28M3
1 Mason
2 Mazdoor
Floor Topping
100Sft/2.83M3
1 Mason
2 Mazdoor
PCC
10
RCC
11
Shuttering
12
Filling/Campacting of Earth under Floor
300Cft
1 Mazdoor
13
Sand Cushion Under floor
300Cft
1 Mazdoor
14
Brick Ballast under floor
300Cft
1 Mazdoor
15
DPC
16
Brick laid by Mason
Brick laid by Mason in foundation
17
Steel Fixing
18
Paint Enamal
19
Paint Emulsion
20
Electrification
1 Mason
1 Mazdoor
1000 Nos
1 Mason
2 Mazdoor
1350 Nos
1 Mason
2 Mazdoor
1 ton
2 Fitter
ITEM WISE BREAKDOWN FOR ANY QAUNTITY
S.NO
Discripation of items
Qty
Cement
(bags)
Sand
(cft)
Crush
(cft)
Bricks
(No)
Steel
(ton)
Tiles
(No)
Mud
(cft)
Surkhi Polthyne Bitumen Skilled Unskilled
(kg) (sheet) sft
(kg)
Labor
Labor
P C C (1:4:8)
0.090
0.47
0.948
0.010
0.03
P C C (1:2:4)
0.170
0.44
0.88
0.01
0.03
Bricks works(1:4CSM)
0.05
0.25
13.60
0.01
0.03
Bricks works(1:3CSM)
0.06
0.23
13.60
0.01
0.03
Bricks works(1:6CSM)
0.035
0.26
13.60
0.01
0.03
Steel 1/2" dia
0.00030
0.01
0.03
Steel 3/8" dia
0.00017
0.01
0.03
Brick Tiles(10"X5"X1.25")
Bitumens 10/20 Grade
10
Polthyene Sheet 100Gauge
11
DPC (1:2:4)
12
Mud
13
14
Cement Plaster 1/2"
thick(1:3csm)
Cement Plaster 1/2"
thick(1:6 csm)
3
0.09
1.00
0.03
0.44
0.88
0.0033
0.013
0.05
0.01
0.02
0.013
0.05
0.01
0.02
15
Coping (1:3:6)
0.01
0.05
0.9
0.01
0.02
16
Floor PCC1:2:4
0.013
0.05
0.9
0.01
0.02
17
Struck pointing (1:3 csm)
0.013
0.05
18
1/2" Skirting (1:2 csm)
0.664
Bar Weight (Imperial Sizes)
1Kg=2.204lb 1000Kg=1 ton 2204lb=1 ton
Unit weight of steel =490lb/ ft 3=222.32Kg/ft 3=7852.41Kg/m3
Wt(lb/ft)=(diaxdia)in2X2.671
Wt(Kg/ft)=(diaxdia)in2X1.212
Unit Weight Unit Weight
Bar#
Dia (in)
Unit Weight lb/ft
Kg/ft
Kg/m
3
0.375
0.376
0.1706
0.56
4
0.5
0.668
0.3031
0.995
5
0.625
1.043
0.4732
1.554
6
0.75
1.502
0.6815
2.24
7
0.875
2.044
0.9274
3.046
8
1
2.67
1.2114
3.98
9
1.125
3.4
1.5426
5.07
10
1.25
4.303
1.9524
6.41
11
1.375
5.313
2.4106
7.92
14
1.75
7.65
3.4710
11.40
18
2.25
13.6
6.1706
20.26
Requirment of Material
S.No
Description
RCC/PCC
Unit
Qty
Cement (Bags)
Sand (Cft)
Crush (Cft)
P.C.C(1:4:8)
Cft
1.00
0.095
0.47
0.947
P.C.C(1:3:6)
Cft
1.00
0.130
0.46
0.924
P.C.C and R.C.C (1:2:4) with 1% steel
Cft
1.00
0.176
0.44
0.88
P.C.C/R.C.C(1:1.5:3)
Cft
1.00
0.225
0.42
0.84
P.C.CR.C.C(1:1:2)
Cft
1.00
0.308
0.39
0.77
RCC Slab 5" thick(1:2:4) with 1% steel
Sft
1.00
0.073
0.18
0.37
Bricks Lintel 5"(.41667Cft),steel spacing 12"c/c
Sft
1.00
0.0485
0.122
0.242
Burnt Brick(CSM)
0.00222
.926 Kg
2
1Cft Cantain 20% Wet Vol of Mortor(Vdry=1.54xVol wet)
and Volume of One Brick=0.0623Cft=0.00179M3(Actual)&0.07031Cft
Brick Cement Mortar(1:6)
Cft
1.00
0.04
0.27
14.00
Brick Cement Mortar(1:4)
Cft
1.00
0.05
0.24
14.00
10
Brick Cement Mortar(1:7)
Cft
1.00
0.03
0.26
14.00
11
Brick Cement Mortar(1:8)
Cft
1.00
0.03
0.27
14.00
12
Brick Cement Mortar(1:10)
Cft
1.00
0.02
0.27
14.00
13
Brick Cement Mortar(1:12)
Cft
1.00
0.02
0.28
14.00
AreaxThickness gives Volume and Vdry =1.20x1.30V wet
Plastering(Cement Sand)
14
Cement plaster (1:6) 1/2" thick(12mm)
Sft
1.00
0.008
0.058
15
Cement plaster(1:5)1/2" thick(12mm)
Sft
1.00
0.01
0.057
16
Cement plaster(1:4)1/2" thick (12mm)
Sft
1.00
0.011
0.054
17
Cement plaster (1:6) 3/4" thick(20mm)
Sft
1.00
0.011
0.081
18
Cement plaster(1:4)3/4" thick(20mm).
Sft
1.00
0.015
0.075
0.073
Steel (Ton)
V dry=1.54x V wet
Bricks (No.)
Flooring
19
2"(5cm)Thick PCC Floor (1:2:4)
Sft
1.00
0.029
20
Bricks Tiles
Sft
1.00
0.002
21
Skirting 1/2"
Sft
1.00
0.030
22
Pointing 1:3 CSM
Sft
1.00
0.004
0.147
2.66
0.0130
Bar Weight (Imperial Sizes)
Wt(lb/ft)=(diaxdia)in2X2.671
E
Bar#
Dia (in)
0.375
Wt(Kg/ft)=(diaxdia)in2X1.212
1Kg=2.204lb
Unit Weight lb/ft Unit Weight Kg/ft Unit Weight Kg/m 1000Kg=1 ton
2204lb=1 ton
Unit Wt of steel =490 lb/ft3
0.376
0.1706
0.56
=222.32 Kg/ft3
=7852.41 Kg/m3
0.668
0.3031
0.995
0.5
0.625
1.043
0.4732
1.554
0.75
1.502
0.6815
2.24
0.875
2.044
0.9274
3.046
2.67
1.2114
3.98
1.125
3.4
1.5426
5.07
10
1.25
4.303
1.9524
6.41
11
1.375
5.313
2.4106
7.92
14
1.75
7.65
3.4710
11.40
18
2.25
13.6
6.1706
20.26
Wt(lb/ft)=(diaxDia)in2 X 2.671
wt(Kg/ft)=(DiaxDia)in2 X1.212
Wt(Kg/m)=1.49xWt(lb/ft)
Wt(lb/ft)=.673XWt(Kg/m)
.606 Kg
Requirment of Material
S.No
Description
RCC/PCC
Unit
Qty
Cement (Bags)
Sand (Cft)
Crush (Cft)
P.C.C(1:4:8)
Cft
100.00
9.500
47.40
94.700
P.C.C(1:3:6)
Cft
100.00
13.000
46.20
92.400
P.C.C and R.C.C (1:2:4) with 1% steel
Cft
100.00
17.600
44.00
88.00
P.C.C/R.C.C(1:1.5:3)
Cft
100.00
22.500
42.00
84.00
P.C.CR.C.C(1:1:2)
Cft
100.00
30.800
38.50
77.00
RCC Slab 5" thick(1:2:4) with 1% steel
Sft
100
7.33
18.33
36.66
Bricks Lintel 5"(.41667Cft),steel spacing 12"c/c
Sft
100
4.85
12.2
24.2
Burnt Brick(CSM)
0.222
92.6 Kg
2
60.6 Kg
1Cft Cantain 20% Wet Vol of Mortor(Vdry=1.54xVol wet)
and Volume of One Brick=0.0623Cft=0.00179M3(Actual)&0.07031Cft
Brick Cement Mortar(1:6)
Cft
100.00
3.50
26.71
1400.00
Brick Cement Mortar(1:4)
Cft
100.00
4.80
24.00
1400.00
10
Brick Cement Mortar(1:7)
Cft
100.00
3.00
26.20
1400.00
11
Brick Cement Mortar(1:8)
Cft
100.00
2.60
26.60
1400.00
12
Brick Cement Mortar(1:10)
Cft
100.00
2.18
27.20
1400.00
13
Brick Cement Mortar(1:12)
Cft
100.00
2.18
27.60
1400.00
AreaxThickness gives Volume and Vdry =1.20x1.30V wet
Plastering(Cement Sand)
14
Cement plaster (1:6) 1/2" thick(12mm)
Sft
100.00
0.770
5.820
15
Cement plaster(1:5)1/2" thick(12mm)
Sft
100.00
0.90
5.660
16
Cement plaster(1:4)1/2" thick (12mm)
Sft
100.00
1.100
5.440
17
Cement plaster (1:6) 3/4" thick(20mm)
Sft
100.00
1.080
8.050
18
Cement plaster(1:4)3/4" thick(20mm).
Sft
100.00
1.500
7.520
7.330
Steel (Ton)
V dry=1.54x V wet
Bricks (No.)
Misc.
19
2"(5cm)Thick PCC Floor (1:2:4)
Sft
100.00
2.930
20
Bricks Tiles
Sft
100.00
0.200
21
Skirting 1/2"
Sft
100.00
3.000
22
Pointing 1:3 CSM
Sft
100.00
0.400
23
Paint Enamel
Sft
100.00
24
Paint Emulsion
Sft
100.00
25
Bitumen
14.660
266.00
1.3000
Bar Weight (Imperial Sizes)
Wt(lb/ft)=(diaxdia)in2X2.671
Wt(Kg/ft)=(diaxdia)in2X1.212
E
Bar#
3
4
5
6
7
8
9
10
11
14
18
1Kg=2.204lb
Dia (in) Unit Weight lb/ft Unit Weight Kg/ft Unit Weight Kg/m 1000Kg=1 ton
2204lb=1 ton
Unit Wt of steel =490 lb/ft3
0.375
0.376
0.1706
0.56
=222.32 Kg/ft3 = 7852.41Kg/m3
0.5
0.668
0.3031
0.995
Wt(lb/ft)=(diaxDia)in2 X 2.671
wt(Kg/ft)=(DiaxDia)in2 X1.212
0.625
1.043
0.4732
1.554
Wt(Kg/m)=1.49xWt(lb/ft)
0.75
1.502
0.6815
2.24
Wt(lb/ft)=.673XWt(Kg
# 3 ----- 40'----- 146.51 Bars----- 1 Ton
0.875
2.044
0.9274
3.046
# 4 ----- 40'----- 82.48 Bars---- 1 Ton
# 5 ----- 40'----- 52.85 Bars----- 1 Ton
1
2.67
1.2114
3.98
# 6 ----- 40'----- 36.68 Bars---- 1 Ton
1.125
3.4
1.5426
5.07
# 7 ----- 40'----- 26.95 Bars----- 1 Ton
# 8 ----- 40'----- 20.63 Bars---- 1 Ton
1.25
4.303
1.9524
6.41
# 9 ----- 40'----- 16.20 Bars---- 1 Ton
1.375
5.313
2.4106
7.92
# 10 ----- 40'----- 12.80 Bars---- 1 Ton
# 11 ----- 40'----- 10.37 Bars---- 1 Ton
1.75
7.65
3.4710
11.40
# 14 ----- 40'----- 7.20 Bars---- 1 Ton
# 18 ----- 40'----- 4.051 Bars---- 1 Ton
2.25
13.6
6.1706
20.26
