B B S FOR SLAB

No's Bar Total Cut Total BAR SIZE (Dia.) AND WEIGHTS

g
Dia

ts

in

s
20 25

ni
Nos Legth Length

ok
S.No Description Shape

ac
8 mm 10 mm 12 mm 16 mm

Sp
U

Ho
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mm mm

n
tio

nd
ac
No Mts. Mts. Mts. Mts. Mts. Mts. Mts. Mts. Mts.

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mm mm

Fr

R
Along Shorter Span (Main Bar) Kitchen

150

150
Bottom Straight Bar 1 10 150 89.67 90 90 19.20 1728.00 - 1728.00 - - - -
18900

Laping 1 10 - 90 90 0.50 45.00 - 45.00 - - - -

500
18900
150

150
Top Straight Bar 1 8 200 67.50 68 68 19.20 1305.60 1305.60 - - - - -

Laping 1 8 - 68 68 0.40 27.20 27.20 - - - - -

400
Along Longer Span (Binder) Gas Storage,Grosery ,Toilet Area
150

150

Bottom Straight Bar 1 8 200 96.00 96 96 13.50 1296.00 1296.000 - - - - -

13200

Laping 1 8 - 96 96 0.40 38.40 38.400 - - - - -

400
13200
150

150

Top Straight Bar 1 8 200 96.00 96 96 13.50 1296.00 1296.00 - - - - -

Laping 1
400
8 - 96 96 0.40 38.40 38.40 - - - - -

Top Extra 1 1 3230 10 150 89.0 89 89 3.23 287.47 - 287.470 - - - -

Top Extra 2 1
2880
10 150 89.0 89 89 2.88 256.32 - 256.320 - - - -

Top Extra 3 1
3030
12 150 89.0 89 89 3.03 269.67 - - 269.670 - - -

Bottom Extra 1 2700 10 300 45.0 45 45 2.70 121.50 - 121.500 - - - -

600
Chairs 1 12 - 212 212 1.35 286.20 - - 286.200 - - -
75

75

300 300
 No's Bar Total Cut Total BAR SIZE (Dia.) AND WEIGHTS

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Dia

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20 25

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Nos Legth Length

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S.No Description Shape

ac
8 mm 10 mm 12 mm 16 mm

Sp
U

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mm mm

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tio

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ac
No Mts. Mts. Mts. Mts. Mts. Mts. Mts. Mts. Mts.

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mm mm

Fr

R
Along Shorter Span (Main Bar) AC Hall 1
Bottom Straight Bar (Rw2 19500

150

150
1 10 150 39.00 39 39 19.80 772.20 - 772.20 - - - -
wall to Rw7 Wall)

Laping 1 10 - 39 39 0.50 19.50 - 19.50 - - - -

500
10100
Bottom Straight Bar (Rw6

150

150
1 10 200 25.00 25 25 10.40 260.00 - 260.00 - - - -
wall to Rw10 Wall)
7500
Bottom Straight Bar (Rw6
150

150
1 10 200 25.00 25 25 7.80 195.00 - 195.00 - - - -
wall to Rw10 Wall)

5800
Bottom Straight Bar (Beam
150

B4(a) to Rw10 Wall)

1 150 10 200 21.50 22 22 6.10 134.20 - 134.20 - - - -

5800
Bottom Straight Bar (Beam
150

150

1 10 200 27.50 28 28 6.10 170.80 - 170.80 - - - -

B4(a) to Rw10 Wall)

5400
Bottom Straight Bar (Rw2
150

150

1 10 200 49.00 49 49 5.70 279.30 - 279.30 - - - -

Wall to Rw4 Wall)

Bottom Straight Bar (B4(a) to 9500

1 10 200 28.00 28 28 9.50 266.00 - 266.00 - - - -
B3(a))
5500
150

150

1 8 200 8.50 9 9 5.80 52.20 52.200 - - - - -

Bottom Straight Bar (B5((a) to
Rw4 Wall) 1500
150

150

1 8 150 37.67 38 38 1.80 68.40 68.400 - - - - -

2950
150

150

1 8 200 12.50 13 13 3.25 42.25 42.250 - - - - -

Bottom Straight Bar Parallel
to Cu out & B6(b) 1500
150

150

1 8 200 15.67 16 16 1.80 28.80 28.800 - - - - -

 No's Bar Total Cut Total BAR SIZE (Dia.) AND WEIGHTS

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Dia

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20 25

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Nos Legth Length

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S.No Description Shape

ac
8 mm 10 mm 12 mm 16 mm

Sp
U

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mm mm

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ac
No Mts. Mts. Mts. Mts. Mts. Mts. Mts. Mts. Mts.

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mm mm

Fr

R
Extra top & Bottom Bar along Wall Direction Dinning Hall
980

150
Top Extra along Rw4 Wall 1 10 200 51.5 52 52 1.13 58.76 - 58.760 - - - -

2700
Bottom Extra along Mid Span 1 10 150 68.3 68 68 2.70 183.60 - 183.600 - - - -

Top Extra along Rw5 & Rw6 1730

150
1 10 200 60.5 61 61 1.88 114.68 - 114.680 - - - -
Wall

Top Extra along Rw10 upto 1730

150
1 10 200 25.0 25 25 1.88 47.00 - 47.000 - - - -
B9( c)
1380

150
Top Extra along Rw10 B9(C ) -
1 10 200 25.0 25 25 1.53 38.25 - 38.250 - - - -
B8(c )

1080
Top Extra along Rw10 B8(C ) -
1 150 10 200 52.0 52 52 1.23 63.96 - 63.960 - - - -
Rw2 Wall

1180
150

Top Extra along Rw2 upto

1 10 200 44.5 45 45 1.33 59.85 - 59.850 - - - -
B3(a )
1080
150

Top Extra along Rw3 1 10 200 51.0 51 51 1.23 62.73 - 62.730 - - - -

Top Extra bar along Beam Direction Fruit Stall

Top Extra Over Beam 3400
1 12 125 70.6 71 71 3.40 241.40 - - 241.400 - - -
B9( c)

Top Extra Over Beam 3250

1 10 150 43.0 43 43 3.25 139.75 - 139.750 - - - -
B8( c)
Top Extra Over Beam 3500
1 10 150 75.7 76 76 3.50 266.00 - 266.000 - - - -
B7( a)
Top Extra Over Beam 3200
1 10 150 65.0 65 65 3.20 208.00 - 208.000 - - - -
B4( a)

Top Extra Over Beam 2300

1 10 200 40.0 40 40 2.30 92.00 - 92.000 - - - -
B3( a)
1500
Top Extra Over Beam
150

1 10 200 29.0 29 29 1.65 47.85 - 47.850 - - - -

B2( b)
 No's Bar Total Cut Total BAR SIZE (Dia.) AND WEIGHTS

g
Dia

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20 25

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Nos Legth Length

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S.No Description Shape

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8 mm 10 mm 12 mm 16 mm

Sp
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mm mm

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No Mts. Mts. Mts. Mts. Mts. Mts. Mts. Mts. Mts.

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mm mm

Fr

R
Binder along Wall on Extra top bar AC Hall 2
5200
Binder RW10 upto B9 ( c) 1 16 200 8.5 9 9 5.20 46.80 - - - 46.80 - -

Binder RW10 5300

1 8 200 6.8 7 7 5.30 37.10 37.100 - - - - -
B8 ( c) - B9( C)

Binder RW10 10500

1 8 200 5.3 5 5 10.50 52.50 52.500 - - - - -
B8 ( c) - RW2

8800
Binder RW2 upto B3(a ) 1 8 200 5.8 6 6 8.80 52.80 52.800 - - - - -

10500
Binder RW4 upto B4(a ) 1 8 200 5.3 5 5 10.50 52.50 52.500 - - - - -

12500
Binder RW5 1 8 200 8.5 9 9 12.50 112.50 112.500 - - - - -

10500
Binder RW7 1 8 200 4.8 5 5 10.50 52.50 52.500 - - - - -

Total Length (m) = 5269.35 5917.72 999.77 46.80 0.00 0.00

Coeficient = 0.395 0.62 0.89 1.58 2.47 3.86

Weight In (kg) = 2081.72 3652.91 888.68 73.96 0.00 0.00

Weight In (MT) = 2.082 3.653 0.889 0.074 0.000 0.000

Total Weight in (MT) = 6.697

H. TOTAL SLAB STEEL = 6.697 MT
 B B S FOR BEAM
No's Bar Total Cut Total BAR SIZE (Dia.) AND WEIGHTS

g
Dia
ts

in

s
ni

Nos Legth Length

ok
S.No Description Shape

ac
8 mm 10 mm 12 mm 16 mm 20 mm 25 mm

Sp
U

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tio

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No Mts. Mts. Mts. Mts. Mts. Mts. Mts. Mts. Mts.

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mm mm

Fr

R
B1 Size (300 x 300) mm
11120
300

Top Straight Bar 1 20 - 2 2 11.42 22.84 - - - - 22.840 -

300

Bottom Straight Bar 1 20 - 3 3 11.42 34.26 - - - - 34.260 -

11120

Top Extra @ Wall Support 1 20 - 1 1 1.75 1.75 - - - - 1.750 -

1750
Top Extra @ Column
1 2265 25 2+1 3 3 2.27 6.80 - - - - - -
Junction
240
300

Stirrups (S-3) 8 T @125 1 8 125 36 36 36 160 1.24 44.64 44.640 - - - - -

300

240
240
300

Stirrups (S-4) 8 T @150 1 8 150 48.67 49 49 160 1.24 60.76 60.760 - - - - -

300

240
 No's Bar Total Cut Total BAR SIZE (Dia.) AND WEIGHTS

g
Dia

ts

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Nos Legth Length

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S.No Description Shape

ac
8 mm 10 mm 12 mm 16 mm 20 mm 25 mm

Sp
U

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No Mts. Mts. Mts. Mts. Mts. Mts. Mts. Mts. Mts.

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mm mm

Fr

R
B2 Size (300 x 300) mm
6220

300

300
Top Straight Bar 1 20 - 2 2 6.82 13.64 - - - - 13.640 -

300

300
Bottom Straight Bar 1 20 - 3 3 6.82 20.46 - - - - 20.460 -
6220

1
1830
25 - 2 2 2.13 4.26 - - - - - -
Top Extra @ Wall Support
1 20 - 2 2 2.13 4.26 - - - - 4.260 -
300

Bottom Extra 1 4900 20 - 2 2 4.90 9.80 - - - - 9.800 -

340
300

Stirrups (S-3) 8 T @125 1 8 125 22 22 22 160 1.44 31.68 31.680 - - - - -

300

340
340
300

Stirrups (S-5) 10 T @150 1 10 150 24.00 24 24 200 1.48 35.52 - 35.520 - - - -

300

340

B3 Size (300 x 300) mm

8620
300

300

Top Straight Bar 1 20 - 4 4 9.22 36.88 - - - - 36.880 -

300

300

Bottom Straight Bar 1 25 - 4 4 9.22 36.88 - - - - - -

8620
2480
300

Top Extra @ Wall Support 1 25 5+1 6 6 2.78 16.68 - - - - - -

Bottom Extra 1 4400 25 - 2 2 4.40 8.80 - - - - - -

340
300

Stirrups (S-5) 10 T @150 1 10 150 29.0 29 29 200 1.48 42.92 - 42.920 - - - -

300

340
340
300

Stirrups (S-6) 10 T @120 1 10 120 40.0 40 40 200 1.48 59.20 - 59.200 - - - -

300

340
 No's Bar Total Cut Total BAR SIZE (Dia.) AND WEIGHTS

g
Dia

ts

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Nos Legth Length

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S.No Description Shape

ac
8 mm 10 mm 12 mm 16 mm 20 mm 25 mm

Sp
U

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No Mts. Mts. Mts. Mts. Mts. Mts. Mts. Mts. Mts.

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mm mm

Fr

R
B4 Size (300 x 300) mm
9520
300

300
Top Straight Bar 1 16 - 2 2 10.12 20.24 - - - 20.24 - -
300

300 - - - - - 20.240 -
Bottom Straight Bar 1 20 2 2 10.12 20.24
9520
1780
300

Top Extra @ Wall Support 1 20 - 2 2 2.08 4.16 - - - - 4.160 -

Top Extra @ Column 2750

1 20 - 4 4 2.75 11.00 - - - - 11.000 -
Junction
300

Bottom Extra 1 20 - 1 1 6.30 6.30 - - - - 6.300 -

6000

Bottom Extra 1 5600 20 - 2 2 5.60 11.20 - - - - 11.200 -

240
300

Stirrups (S-5) 10 T @150 1 10 150 23.0 23 23 200 1.28 29.44 - 29.440 - - - -

300

240
240
300

Stirrups (S-3) 8 T @125 1 8 125 52.4 53 53 160 1.24 65.72 65.720 - - - - -

300

240
Spacer Bar/ Separator (All
5 350 20 - 7 35 0.35 12.25 - - - - 12.250 -
Beams)
 No's Bar Total Cut Total BAR SIZE (Dia.) AND WEIGHTS

g
Dia

ts

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ni
Nos Legth Length

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S.No Description Shape

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8 mm 10 mm 12 mm 16 mm 20 mm 25 mm

Sp
U

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No Mts. Mts. Mts. Mts. Mts. Mts. Mts. Mts. Mts.

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mm mm

Fr

R
B5 Size (300 x 300) mm
7720

300

300
Top Straight Bar 3 16 - 2 6 8.32 49.92 - - - 49.92 - -

300

300
Bottom Straight Bar 3 20 - 4 12 8.32 99.84 - - - - 99.840 -
7720
Top Extra @ Column 2580
3 16 - 2 6 2.58 15.48 - - - 15.48 - -
Junction

Bottom Extra 3 6300 20 - 4 12 6.30 75.60 - - - - 75.600 -

240
300

Stirrups (S-3) 3 8 125 25.0 25 75 160 1.24 93.00 93.000 - - - - -

300

240
240
300

Stirrups (S-4) 3 8 150 31.0 31 93 160 1.24 115.32 115.320 - - - - -

300

240

B6 Size (300 x 300) mm

5520
300

300

Top Straight Bar 3 16 - 2 6 6.12 36.72 - - - 36.72 - -

300

300

Bottom Straight Bar 3 20 - 2 6 6.12 36.72 - - - - 36.720 -

5520
4800
Bottom Extra 3 16 - 1 3 4.80 14.40 - - - 14.40 - -

170
300

Stirrups (S-4) 3 8 150 37.7 38 114 160 1.10 125.40 125.400 - - - - -

300

170
 No's Bar Total Cut Total BAR SIZE (Dia.) AND WEIGHTS

g
Dia

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ni
Nos Legth Length

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S.No Description Shape

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8 mm 10 mm 12 mm 16 mm 20 mm 25 mm

Sp
U

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tio

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ac
No Mts. Mts. Mts. Mts. Mts. Mts. Mts. Mts. Mts.

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mm mm

Fr

R
B7 Size (300 x 300) mm
4520
300

300
Top Straight Bar 1 16 - 2 2 5.12 10.24 - - - 10.24 - -
300

300
Bottom Straight Bar 1 20 - 2 2 5.12 10.24 - - - - 10.240 -
4520

Bottom Extra 1 4000 16 - 1 1 4.00 4.00 - - - 4.00 - -

170
300

Stirrups (S-4) 1 8 150 31.0 31 31 160 1.10 34.10 34.100 - - - - -

300

170

B8 Size (300 x 300) mm

4120
300

300

Top Straight Bar 1 16 - 2 2 4.72 9.44 - - - 9.44 - -

300

300

Bottom Straight Bar 1 20 - 3 3 4.72 14.16 - - - - 14.160 -

4120
170
300

Stirrups (S-4) 1 8 150 31.0 31 31 160 1.10 34.10 34.100 - - - - -

300

170
 No's Bar Total Cut Total BAR SIZE (Dia.) AND WEIGHTS

g
Dia

ts

in

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Nos Legth Length

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S.No Description Shape

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8 mm 10 mm 12 mm 16 mm 20 mm 25 mm

Sp
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No Mts. Mts. Mts. Mts. Mts. Mts. Mts. Mts. Mts.

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mm mm

Fr

R
B9 Size (300 x 300) mm
300 2820

300
Top Straight Bar 3 16 - 2 6 3.42 20.52 - - - 20.52 - -
300

300
Bottom Straight Bar 3 16 - 3 9 3.42 30.78 - - - 30.78 - -
2820
170
300

Stirrups (S-4) 3 8 150 17.7 18 54 160 1.10 59.40 59.400 - - - - -

300

170

Total Length (m) = 664.12 167.08 0.00 211.74 445.60 0.00

Coeficient = 0.395 0.62 0.89 1.58 2.47 3.86

Weight In (kg) = 262.37 103.14 0.00 334.60 1100.25 0.00

Weight In (MT) = 0.262 0.103 0.000 0.335 1.100 0.000

Total Weight in (MT) = 1.800

G. TOTAL BEAM STEEL = 1.800 MT

78
 B B S FOR COLUMN
No's BAR SIZE (Dia.) AND WEIGHTS
Total Cut Total

ng
Dia

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s
ci
Bars Legth Length

ni

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S.No Description Shape 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm

n
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ac
No mm mm No Mts. Mts. Mts. Mts. Mts. Mts. Mts. Mts.

R
Fr
Column Steel Upto
Column C1 Slab
Size 300x300

4000
Vertical Main
1 20 - 6 6 4.00 24.00 - - - - 24.000 -
Bar

300

Stirrups 8 Tor
300

1 300 8 150 25.0 25 25 160 1.36 34.00 34.000 - - - - -

300
125

Stirrups 8 Tor
300

300

1 8 150 25.0 25 25 160 1.01 25.25 25.250 - - - - -

125

Column Steel Upto

Column C2 Slab
Size 300x300
4000

Vertical Main
1 20 - 6 6 4.00 24.00 - - - - 24.000 -
Bar
300

Stirrups 8 Tor
300

300

1 8 150 25.0 25 25 160 1.36 34.00 34.000 - - - - -

300
 Column Steel Upto
Column C3 Slab
Size 300x300

2500
Vertical Main
4 16 - 6 24 2.50 60.00 - - - 60.000 - -
Bar

150

Stirrups 8 Tor
300

300
4 8 150 25.0 25 100 160 1.06 106.00 106.000 - - - - -

150

Total Length (m) = 199.25 0.00 0.00 60.00 48.00 0.00

Coeficient = 0.395 0.62 0.89 1.58 2.47 3.86

Weight In (kg) = 78.72 0.00 0.00 94.81 118.52 0.00

Weight In (MT) = 0.079 0.000 0.000 0.095 0.119 0.000

Total Weight in (MT) = 0.292

F. TOTAL COLUMN STEEL = 0.292 MT