Bar Bending Schedule Description of Bar
Bar #
Spacing " c/c
# of bars
Nos
Cut length
Total Length (ft)
Bending position
11
6
61
1
17.33
1057.13
0.9
7
6
61
1
17.33
1057.13
0
0.00
3
6
61
1
17.33
1057.13
0
0.00
3
6
61
1
17.33
1057.13
0
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, finishin & curin (Ratio 1:4:8) in foundation Plain Cement Concrete incl. placing, compacting, finishin finishin & curin (Ratio (Ratio 1:2:4) 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 u to Lintel 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 .0 0
M3
1 .0 0
3 .3 2
0 .4 6 0.
0 .92 0.
0 .2 2
1 .50 1.
1.00
0 .5 0 0.
M3
1 .0 0
6 .1 6
0 .4 3 0.
0 .86 0.
0 .2 2
1 .50 1.
1.00
0 .5 0 0.
M2
1 .0 0
0 .3 2
0 .0 2
0.05
0.07
0.24
M3
1 .0 0
1 .2 3
0 .2 8
477.00
0 .7 1 0.
1.44
M3
1 .0 0
1 .2 1
0 .2 6
477.00
0 .8 8 0.
1.97
M3
1 .0 0
1 .7 0
0 .2 4
477.00
0 .8 8 0.
1.97
1.00
0.50
Extra labour for first floor (columns)
M3
1.00
0.09
0 .3 5
9
Extra labour for first floor (B.B work)
M3
1.00
0.09
0 .3 5
10
RCC (1:2:4) in Slab, Lintel and shades
M3
1.00
0.37
3.13
Extra labour for first floor (RCC)
M3
5.00
M3
1 .0 0
M2
1 .0 0
M2
1.00
12 13 14
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 P&L of polythene sheet on roof
6 .1 6
0 .4 3
0.86
0 .0 9
0 .0 1
Khur Khuras as on roof oof 2'x 2'x2'x 2'x6"
Eac Each
1.00 1.00
0 .2 5
0 .0 2
0.04
16
Each
1.00
0 .3 5
0 .0 5
0.10
Cemen Cementt plas plaste terr 1:4 1:4 upto upto 20' 20' heigh heightt 1/2" 1/2" thic thick k
M2
1.00 1.00
0 .0 6
M2
1 .0 0
0 .0 5
M3
1 .0 0
M3
1 .0 0
18 19 20
0.35
0 .7 1
0.13
0.29 0.14
Bottom khuras of brick masonry in c/s mortar 1:6,4'x2'x4.5" over 3" cem. concrete 1:4:8
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
Brick Tiles (No)
2.67
7.50
15
17
Steel (Ton)
0.37
8
11
Concrete Mixer (Hour)
Unit
0.13
0.28
0.18
0.39
0 .0 1
0.06
0.13
0 .0 0
0.09
0.11
50.00
0.18 1.50
0 .3 5
0.88
38
MAIN BUILDING S.No
Description Excavation in foundation of building, bridges etc complete : In ordinary soil Plain Cement Concrete incl. placing, compacting, finishin & curin (Ratio 1:4:8) in foundation Plain Cement Concrete incl. placing, compacting, finishin finishin & curin (Ratio (Ratio 1:2:4) 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 u to Lintel Lintel Level Pucca brick work in ground floor Cement, sand mortar 1:4
1 2 3 4 5 6 7
Cement (Bags)
Sand (M3)
Crush (M3)
Bricks (No.)
Skilled Labor (Day)
Unskilled Shutterin Vibrator Labor g (Hour) (Day) (M2)
Qty
M3
1 .0 0
M3
1 .0 0
3 .3 2
0 .4 6 0.
0 .92 0.
0 .2 2
1 .50 1.
1.00
0 .5 0 0.
M3
1 .0 0
6 .1 6
0 .4 3 0.
0 .86 0.
0 .2 2
1 .50 1.
1.00
0 .5 0 0.
M2
1 .0 0
0 .3 2
0 .0 2
0.05
0.07
0.24
M3
1 .0 0
1 .2 3
0 .2 8
477.00
0 .7 1 0.
1.44
M3
1 .0 0
1 .2 1
0 .2 6
477.00
0 .8 8 0.
1.97
M3
1 .0 0
1 .7 0
0 .2 4
477.00
0 .8 8 0.
1.97
1.00
0.50
Extra labour for first floor (columns)
M3
1.00
0.09
0 .3 5
9
Extra labour for first floor (B.B work)
M3
1.00
0.09
0 .3 5
10
RCC (1:2:4) in Slab, Lintel and shades
M3
1.00
0.37
3.13
Extra labour for first floor (RCC)
M3
5.00
M3
1 .0 0
M2
1 .0 0
M2
1.00
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
12 13 14
P&L of polythene sheet on roof
6 .1 6
0 .4 3
0.86
0 .0 9
0 .0 1
Khur Khuras as on roof oof 2'x 2'x2'x 2'x6"
Eac Each
1.00 1.00
0 .2 5
0 .0 2
0.04
16
Each
1.00
0 .3 5
0 .0 5
0.10
Cemen Cementt plas plaste terr 1:4 1:4 upto upto 20' 20' heigh heightt 1/2" 1/2" thic thick k
M2
1.00 1.00
0 .0 6
M2
1 .0 0
0 .0 5
M3
1 .0 0
M3
1 .0 0
M3
1 .0 0
M2
1 .0 0
M
1 .0 0
M3
1 .0 0
4 .3 2
0 .4 5 0.
M2
1 .0 0
0 .3 2
0 .0 2
18 19 20 21
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 anels : 5mm thick Plain Cement Concrete incl. placing, compacting, finishin finishin & curin (Ratio (Ratio 1:3:6) 1:3:6) Mosaic dado or skirting complete as per specs Using re cement : 1/2" thick
22 23 24 25
2.67
0.35
0 .7 1
0.13
0.29
38
0.14
Bottom khuras of brick masonry in c/s mortar 1:6,4'x2'x4.5" over 3" cem. concrete 1:4:8
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
Brick Tiles (No)
7.50
15
17
Steel (Ton)
0.37
8
11
Concrete Mixer (Hour)
Unit
0.13
0.28
0.18
0.39
0 .0 1
0.06
0.13
0 .0 0
0.09
0.11
50.00
0.18 1.50
0 .3 2
0 .0 2
0.05
0 .90 0.
0 .3 5
0.88
0.18
0 .4 4
0.19
0.32
0.00
0 .0 0
0 .2 2
1 .50 1.
0.90
0.43
1.00
0 .5 0 0.
Requirment of Material(in MKS And FPS System) A
RCC/PCC
Qty
Cement (Bags) For Cft For M3
Sand (Cft)/ M3
Crush (Cft)/ M3
Steel(Ton) For Cft F or M3
1
P.C.C(1:4:8)
100.00
9.50
335
47.40
94.700
0.223
7.85
2
P.C.C(1:3:6)
100.00
13.00
435
46.20
92.40
0.223
7.85
3
P.C.C/R.C.C(1:2:4)
100.00
17.60
621.5
44.00
88.00
0.223
7.85
4
P.C.C/R.C.C(1:1.5:3)
100.00
22.50
791
42.00
84.00
0.223
7.85
5
P.C.CR.C.C(1:1:2)
100.00
30.80
1087
38.50
77.00
0.223
7.85
B
Burnt Brick (Cement Sand Mortor)
Cement (Bags)
Sand
Bricks (No)
For Cft
For M3
Cft/ M3
For CFt
For M3
6
Brick Cement Mortar(1:6)
100.00
3.50
121.50
26.710
1350.00
47700.00
7
Brick Cement Mortar(1:5)
100.00
4.00
141.20
25.00
1350.00
47700.00
8
Brick Cement Mortar(1:4)
100.00
4.800
169.512
24.00
1350.00
47700.00
9
Brick Cement Mortar(1:3)
100.00
6.00
211.86
22.500
1350.00
47700.00
Sand (Cft)
Sand (M3)
C
Plastering/Pointing
Cement (Bags)
For Cft
For M3
10
Cement plaster (1:6) 1/2" thick(12mm)
100.00
0.770
7.800
5.820
1.670
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
Requirment of Material(in MKS And FPS System) A
RCC/PCC
Qty
Cement (Bags) For Cft For M3
Sand (Cft)/ M3
Crush (Cft)/ M3
Steel(Ton) For Cft F or M3
1
P.C.C(1:4:8)
100.00
9.50
335
47.40
94.700
0.223
7.85
2
P.C.C(1:3:6)
100.00
13.00
435
46.20
92.40
0.223
7.85
3
P.C.C/R.C.C(1:2:4)
100.00
17.60
621.5
44.00
88.00
0.223
7.85
4
P.C.C/R.C.C(1:1.5:3)
100.00
22.50
791
42.00
84.00
0.223
7.85
5
P.C.CR.C.C(1:1:2)
100.00
30.80
1087
38.50
77.00
0.223
7.85
B
Burnt Brick (Cement Sand Mortor)
Cement (Bags)
Sand
Bricks (No)
For Cft
For M3
Cft/ M3
For CFt
For M3
6
Brick Cement Mortar(1:6)
100.00
3.50
121.50
26.710
1350.00
47700.00
7
Brick Cement Mortar(1:5)
100.00
4.00
141.20
25.00
1350.00
47700.00
8
Brick Cement Mortar(1:4)
100.00
4.800
169.512
24.00
1350.00
47700.00
9
Brick Cement Mortar(1:3)
100.00
6.00
211.86
22.500
1350.00
47700.00
Sand (Cft)
Sand (M3)
C
Plastering/Pointing
Cement (Bags)
For Cft
For M3
10
Cement plaster (1:6) 1/2" thick(12mm)
100.00
0.770
7.800
5.820
1.670
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
Cr Crush
Crush
Cement (Bags)
DPC
D
1
For Cft
For M3
For Cft
For M3
Fpr Cft
For M3
26
D.P.C. 1:2:4 (2" thick)
100.00
2.97
32.0
7.420
2.300
14.80
4.520
27
D.P.C. 1:1.5:3( 1" thick/2.5cm)
100.00
1.8900
20.00
3.54
1.060
7 .0 9
2.120
For Cft
For M3
Sand(Cft)
Sand (M3)
Crush (Cft)
Crush (M3)
E
Flooring
28
2"(5cm)Thick PCC Floor (1:2:4)
100.00
2.97
32.0
7.420
2.500
14.80
4.520
29
2"(5cm)Thick PCC Floor (1:2:4)
100.00
1.8900
20.00
3.54
1.060
7 .0 9
2.120
30
4" Thick PCC(1:4:8)
100.00
3.1500
33.80
15.70
4.800
31.50
9.600
Bricks(Ti Bricks(Tiles) les) Bricks(Til Bricks(Tiles) es)
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
A
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
1
P.C.C(1:4:8)
Cft
100.00
9.50
47.40
94.70
1
3
2
P.C.C(1:3:6)
Cft
100.00
13.00
46.20
92.40
1
3
3
P.C.C/R.C.C(1:2:4)
Cft
100.00
17.60
44.00
88.00
1
3
4
P.C.C/R.C.C(1:1.5:3)
Cft
100.00
22.50
42.00
84.00
1
3
5
P.C.CR.C.C(1:1:2)
Cft
100.00
30.80
38.50
77.00
1
3
6
Rein Reinfr fr.S .Ste teel el (De (Def. f.b bars) ars) in in RCCS RCCSla lab b/Lin /Linte tels ls(1 (1%) %)
Cft Cft
1.00
B
Burnt Brick(CSM)
0.00
1Cft Cantain 20% Wet Vol of Mortor(Vdry=1.54xVol wet) and Volume of One Brick=0.0623Cft=0.00179M Brick=0.0623Cft=0.00179M3(Actual) 3(Actual)&0.07031Cft=0.00199M3(N &0.07031Cft=0.00199M3(Nominal) ominal)
7
Brick Cement Mortar(1:6)
Cft
100.00
3.50
26.71
1350.00
3
6
8
Brick Cement Mortar(1:5)
Cft
100.00
4.00
25.00
1350.00
3
6
9
Brick Cement Mortar(1:4)
Cft
100.00
4.80
24.00
1350.00
3
6
10
Brick Cement Mortar(1:7)
Cft
100.00
3.00
26.20
1350.00
3
6
11
Brick Cement Mortar(1:8)
Cft
100.00
2.60
26.60
1350.00
3
6
12
Brick Cement Mortar(1:10)
Cft
100.00
2.18
27.20
1350.00
3
6
13
Brick Cement Mortar(1:12)
Cft
100.00
2.18
27.60
1350.00
3
6
C
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
D
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
E
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
A
Unit
Qty
Cement (Bags)
Sand (M3)
Crush Bricks Steel (Ton) (M3) (No.) V dry=1.54x V wet
RCC/PCC
1
P.C.C(1:4:8)
M3
100.00
335.00
47.400
94.700
2
P.C.C(1:3:6)
M3
100.00
435.00
46.200
92.400
3
P.C.C/R.C.C(1:2:4)
M3
100.00
621.50
44.00
88.00
4
P.C.C/R.C.C(1:1.5:3)
M3
100.00
791.00
42.00
84.00
5
P.C.CR.C.C(1:1:2)
M3
100.00
1087.00
38.500
7 7. 7.00 0
6
Reinfr.Steel (Def.bars) in RCCSlab/Lintels(1%)
M3
100.00
B
Burnt Brick(CSM)
7.85
1Cft Cantain 20% Wet Vol of Mortor(Vdry=1.54xVol Mortor(Vdry=1.54xVol wet) and Volume of One Brick=0.0623Cft=0.00179M3(Actual)&0.07031Cft=0.00199M3(Nominal)
7
Brick Cement Mortar(1:6)
M3
100.00
121.50
25.70
47700
8
Brick Cement Mortar(1:5)
M3
100.00
141.20
25.00
47700
9
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
C
Damp Proof Course(DPC)
11
D.P.C. 1:2:4 (2" thick)
12
D.P.C. 1:1.5:3( 1" thick/2.5cm)
AreaxThickness gives Volume and Vdry =1.54V wet M2
1.00
0.32
0.02
0.05
M2
1.00
0.20
0.01
0.02
AreaxThickness gives Volume and Vdry =1.20x1.30V wet
D
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
21
Cement plaster(1:3)1/2" thick(20mm)
M2
100.00
22.00
2.300
22
Cement plaster(1:2)3/4" thick(20mm)
M2
100.00
28.00
2.000
23
Ceiling plaster(1:3)1/2" thick(12mm)
M2
100.00
13.00
1.350
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
100.00
5.600
0.800
26
E
Ceiling plaster(1:4)1/4" thick(6mm) Flooring
M2
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
M2
100.00
4.65
0.490
100.00
6.00
0.400
F 30 31
Pointing Cement pointing (1:3) Cement pointing (1:2)
Skilled Labor(No)
M2
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 =1.49xWt) and (Wt) 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 9/ 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 .1 4 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 1 3 .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 1 78 8 0.995 10 06 1.554 6 44 2.24 447 3.046 32 8 251 3.98 5.07 19 9 6 .4 1 161 133 7 .9 2 11.40 20.26
Bar Weight (MetricSizes) Dia Dia mm mm X-Se X-Sec c Ar Area 8 10 12 16 20 22 25 28 32 36
50.3 78.5 1 11 13.1 20 201.1 31 314.2 38 380.1 490.9 615.8 804.3 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
2 53 2 162 3 11 2 6 63 3 40 6 33 5 25 9 20 7 15 8 12 5
8 30 5 53 24 36 93 20 76 13 32 11 00 85 0 67 8 51 8 41 0
Particular of Item
S.No
Qty per day
1
Excavation In Ordinary Soil
2
Excavation In Hard Soil
3
BB Work in Cement Mortar in Foundation and Plinth
4
BB work in Super Structure
5
R.B Work
6
Skilled Labour
Un-Skilled Labour
2 0 0 C f t / 5 .6 6 M 3
1 Mazdoor 1 Mazdoor
1 0 0 C f t / 2 .8 3 M 3
1 Mason
2 Mazdoor
70Cft/2m3
1 Mason
2 Mazdoor
Plastering
200Sft/20M2
1 Mason
2 Mazdoor
7
Pointing
300Sft/28M3
1 Mason
2 Mazdoor
8
Floor Topping
100Sft/2.83M3
1 Mason
2 Mazdoor
9
PCC
10
RCC
11
Shuttering
12
Filling/Campacting of Earth under Floor
3 0 0 C ft
1 Mazdoor
13
Sand Cushion Under floor
3 0 0 C ft
1 Mazdoor
14
Brick Ballast under floor
3 0 0 C ft
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 t on
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 (kg) (sheet) sft (kg)
Skilled Labor
Unskilled Labor
1
P C C (1:4:8)
1
0.090
0.47
0.948
0.010
0.03
2
P C C (1:2:4)
1
0.170
0.44
0.88
0.01
0.03
3
Bricks works(1:4CSM)
1
0.05
0.25
13.60
0.01
0.03
4
Bricks works(1:3CSM)
1
0.06
0.23
13.60
0.01
0.03
5
Bricks works(1:6CSM)
1
0.035
0.26
13.60
0.01
0.03
6
Steel 1/2" dia
1
0.00030
0.01
0.03
7
Steel 3/8" dia
1
0.00017
0.01
0.03
8
Brick Tiles(10"X5"X1.25")
1
9
Bitumens 10/20 Grade
1
10
Polthyene Sheet 100Gauge
1
11
DPC (1:2:4)
1
Mud
1
12 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
1
0.013
0.05
0.01
0.02
1
0.013
0.05
0.01
0.02
15
Coping (1:3:6)
1
0.01
0.05
0.9
0.01
0.02
16
Floor PCC1:2:4
1
0.013
0.05
0.9
0.01
0.02
17
Struck pointing (1:3 csm)
1
0.013
0.05
18
1/2" Skirting (1:2 csm)
1
0.664
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 (kg) (sheet) sft (kg)
Skilled Labor
Unskilled Labor
1
P C C (1:4:8)
1
0.090
0.47
0.948
0.010
0.03
2
P C C (1:2:4)
1
0.170
0.44
0.88
0.01
0.03
3
Bricks works(1:4CSM)
1
0.05
0.25
13.60
0.01
0.03
4
Bricks works(1:3CSM)
1
0.06
0.23
13.60
0.01
0.03
5
Bricks works(1:6CSM)
1
0.035
0.26
13.60
0.01
0.03
6
Steel 1/2" dia
1
0.00030
0.01
0.03
7
Steel 3/8" dia
1
0.00017
0.01
0.03
8
Brick Tiles(10"X5"X1.25")
1
9
Bitumens 10/20 Grade
1
10
Polthyene Sheet 100Gauge
1
11
DPC (1:2:4)
1
Mud
1
12 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
1
0.013
0.05
0.01
0.02
1
0.013
0.05
0.01
0.02
15
Coping (1:3:6)
1
0.01
0.05
0.9
0.01
0.02
16
Floor PCC1:2:4
1
0.013
0.05
0.9
0.01
0.02
17
Struck pointing (1:3 csm)
1
0.013
0.05
18
1/2" Skirting (1:2 csm)
1
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
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
A
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
2
P.C.C(1:3:6)
Cft
1.00
0.130
0.46
0.924
3
P.C.C and R.C.C (1:2:4) with 1% steel
Cft
1.00
0.176
0.44
0.88
4
P.C.C/R.C.C(1:1.5:3)
Cft
1.00
0.225
0.42
0.84
5
P.C.CR.C.C(1:1:2)
Cft
1.00
0.308
0.39
0.77
6
RCC Slab 5" thick(1:2:4) with 1% steel
Sft
1.00
0.073
0.18
0.37
7
Bric Bricks ks Lin Linte tell 5"(. 5"(.41 4166 667C 7Cft ft), ),st stee eell spac spacin ing g 12"c 12"c/c /c
Sft 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
8
Brick Cement Mortar(1:6)
Cft
1.00
0.04
0.27
14.00
9
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
C
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" plaster(1: 5)1/2" thick(12mm)
Sft
1.00
0.01
0.057
16
Cement plaster(1:4)1/2" 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" plaster(1:4)3/4" thick(20mm). thick(20mm).
Sft
1.00
0.015
0.075
0.073
D
Steel (Ton)
V dry=1.54x V wet
1
B
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)
3
0.375
4
0.5
5
0.625
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 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
Wt(lb/ft)=(diaxDia)in2 Wt(lb/ft)=(diaxDia)in2 X 2.671 wt(Kg/ft)=(DiaxDia)in2 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
A
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
2
P.C.C(1:3:6)
Cft
100.00
13.000
46.20
92.400
3
P.C.C and R.C.C (1:2:4) w ith 1% steel
Cft
100.00
17.600
44.00
8 8 .0 0
4
P.C.C/R.C.C(1:1.5:3)
Cft
100.00
22.500
42.00
8 4 .0 0
5
P.C.CR.C.C(1: 1:2)
Cft
100.00
30.800
38.50
7 7 .0 0
6
RCC Slab 5" thick(1:2:4) w ith 1% steel
Sft
100
7.33
18.33
36.66
7
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
8
Brick Cement Mortar(1:6)
Cft
100.00
3.50
26.71
1400.00
9
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
C
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
D
Steel (Ton)
V dry=1.54x V wet
1
B
Bricks (No.)
Misc.
19
2"(5cm)Thick PCC Floor (1:2:4)
Sft
100.00
2.930
20
Bricks T iles
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 .5 6 =222.32 Kg/ft3 Kg/ft3 = 7852.41Kg/m3 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 Wt(lb/ft)=.673XWt(Kg 0.6815 2 .2 4 # 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 .0 7 # 7 ----- 40'----- 26.95 Bars----- 1 Ton # 8 ----- 40'----- 20.63 Bars---- 1 Ton 1.25 4.303 1.9524 6 .4 1 # 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 .6 5 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