bbs template
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7/28/2019 BBS Template
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MH # 1
8 10 12 16 20 25 32
Bittom mat
Bottom Main 25 1 200 170725
17400725
18850 1250 100 20.000 3400.000 13117.200
Bottom Main 28 1 200 10725 3150
725 4600 0 112 4.488 44.880
Bottom Main 25 1 200 10725
12150725
13600 1250 100 14.750 147.500 569.055
Bottom Distribution 25 1 200 39725
35700800
37225 3750 150 40.825 1592.175 6142.611
Bottom Distribution 25 2 200 20725
35750725
37200 3750 100 40.850 1634.000 6303.972
Bottom Distribution 25 1 200 9725
9775850
11350 0 100 11.250 101.250 390.623
Bottom Distribution 25 1 200 3850
23825800
25475 2500 150 27.825 83.475 322.047
Bottom Distribution 25 1 200 6850
23825850
25525 2500 100 27.925 167.550 646.408
Bottom mat Extra 20 2 200 34500 6650 7150 0 40 7.110 483.480 1194.196
Bottom mat Extra 20 1 200 146500
6200 6700 0 40 6.660 972.360 2401.729
Bottom mat Extra 20 1 200 137500
6200 6700 0 40 6.660 912.420 2253.677
Bottom mat Extra 20 1 200 9500
3150500
4150 0 80 4.070 36.630 90.476
Top Mat
Shape of bar Cut Length Total Length
DIA WISE TOTAL WEIGHT (KG)
DRAWING REF:- STRUCTURE: Wagon Tipper REVISION NO
SI.NO DESCRIPTIONDia. of
Bar
No. of
MemberSpacing
No. of
Bar
BAR BENDING SCHEDULE
SEW INFRASTRUCTURE LTD
PROJECT:-General Civil Works for BTG and BOP Area of 2x600 MW Singhitarai Thermal Power Project,Kharsia
CLIENT:-ABIR INFRASTRUCTURE PVT. LTD AGREEMENT NO:-ABIR/TD/STPP/5311/EPC/004/C&C/002
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MH # 1
8 10 12 16 20 25 32Shape of bar Cut Length Total Length
DIA WISE TOTAL WEIGHT (KG)
DRAWING REF:- STRUCTURE: Wagon Tipper REVISION NO
SI.NO DESCRIPTIONDia. of
Bar
No. of
MemberSpacing
No. of
Bar
BAR BENDING SCHEDULE
SEW INFRASTRUCTURE LTD
PROJECT:-General Civil Works for BTG and BOP Area of 2x600 MW Singhitarai Thermal Power Project,Kharsia
CLIENT:-ABIR INFRASTRUCTURE PVT. LTD AGREEMENT NO:-ABIR/TD/STPP/5311/EPC/004/C&C/002
Top Main 28 2 200 34725
6550 7275 0 56 7.219 490.892
Top Main 28 1 200 1467
25
4850 5575 0 56 5.519 805.774
Top Main 28 1 200 137725
4850 5575 0 56 5.519 756.103
Top Main 28 1 200 9725
31503250
7125 0 112 7.013 63.117
Top Main 28 1 200 111250
70001250
9500 0 112 9.388 103.268
Top Main 28 1 200 321250
104001250
12900 1400 112 14.188 454.016
Top Main 28 1 200 1031250
104001250
12900 1400 112 14.188 1461.364
Top Main 28 1 200 93250
86501250
13150 1400 112 14.438 129.942
Top Main 28 1 200 181
250
65001
250
9000 0 112 8.888 159.984
Top Distribution 25 2 200 11725
35700725
37150 3750 100 40.800 897.600 3462.941
Top Distribution 25 2 200 20725
4450 5175 0 50 5.125 205.000 790.890
Top Distribution 25 1 200 101250
287001250
31200 2500 100 33.600 336.000 1296.288
Top Distribution 25 1 200 361250
32200800
34250 3750 150 37.850 1362.600 5256.911
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7/28/2019 BBS Template
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MH # 1
8 10 12 16 20 25 32Shape of bar Cut Length Total Length
DIA WISE TOTAL WEIGHT (KG)
DRAWING REF:- STRUCTURE: Wagon Tipper REVISION NO
SI.NO DESCRIPTIONDia. of
Bar
No. of
MemberSpacing
No. of
Bar
BAR BENDING SCHEDULE
SEW INFRASTRUCTURE LTD
PROJECT:-General Civil Works for BTG and BOP Area of 2x600 MW Singhitarai Thermal Power Project,Kharsia
CLIENT:-ABIR INFRASTRUCTURE PVT. LTD AGREEMENT NO:-ABIR/TD/STPP/5311/EPC/004/C&C/002
Top Distribution 25 1 200 103250
203251250
24825 2500 100 27.225 272.250 1050.341
Top Distribution 25 1 200 103
250
62751
250
10775 0 100 10.675 106.750 411.842
Top Distribution 25 1 200 371250
31501250
5650 0 100 5.550 205.350 792.240
Sump Bottom Main 25 1 200 26850
46503250
8750 0 100 8.650 224.900 867.664
Sump Botom
Distribution25 1 200 14
3250
49003250
11400 0 100 11.300 158.200 610.336
Sump Top main 28 1 200 26850
4650850
6350 0 112 6.238 162.188
Sump Distribution 25 1 200 24850
4900850
6600 0 100 6.500 156.000 601.848
SF Bars 10 2 200 7500
17400500
18400 500 40 18.860 264.040 162.913
SF Bars 10 2 200 7500
35700500
36700 1500 40 38.160 534.240 329.626
Drain Man 25 1 200 37 2750 2750 0 0 2.750 101.750 392.552
Drain Distribution 25 1 200 2 13500 13500 1250 0 14.750 29.500 113.811
Drain Distribution 25 1 200 2 31800 31800 2500 0 34.300 68.600 264.659
Drain Distribution 25 1 200 2 21920 21920 1250 0 23.170 46.340 178.780
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MH # 1
8 10 12 16 20 25 32Shape of bar Cut Length Total Length
DIA WISE TOTAL WEIGHT (KG)
DRAWING REF:- STRUCTURE: Wagon Tipper REVISION NO
SI.NO DESCRIPTIONDia. of
Bar
No. of
MemberSpacing
No. of
Bar
BAR BENDING SCHEDULE
SEW INFRASTRUCTURE LTD
PROJECT:-General Civil Works for BTG and BOP Area of 2x600 MW Singhitarai Thermal Power Project,Kharsia
CLIENT:-ABIR INFRASTRUCTURE PVT. LTD AGREEMENT NO:-ABIR/TD/STPP/5311/EPC/004/C&C/002
Drain Distribution 25 1 200 2 7870 7870 0 0 7.870 15.740 60.725
Drain Distribution 25 2 200 4 4700 4700 0 0 4.700 37.600 145.061
Pedastals
P1 (230X350mm)
Vertical Bar 12 10 4200
850 1050 0 24 1.026 41.040 36.485
12 10 2150
850 1000 0 24 0.976 19.520 17.353
Stirrups 8 10 150 3 130
250910 0 0 0.910 27.300 10.784
P2 (150X150mm)
Vertical Bar 12 52 2100
850 1800 0 24 1.776 184.704 164.202
Stirrups 8 52 150 3100
100
550 0 0 0.550 85.800 33.891
P3 (250X150)
Vertical Bar 12 2 2100 850 1800 0 24 1.776 7.104 6.315
Stirrups 8 2 150 3100
150
650 0 0 0.650 3.900 1.541
0.046 0.493 0.224 - 5.940 43.789 -
50.492GRAND TOTAL (MT)
DIA WISE TOTAL
WEIGHT IN MT
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MH # 1
REMARKS
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MH # 1
REMARKS
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MH # 1
REMARKS
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7/28/2019 BBS Template
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MH # 1
REMARKS
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7/28/2019 BBS Template
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MH # 1
8 10 12 16 20 25 32
Bittom mat
Main Bar 16 1 150 263400
9500400
10300 0 64 10.236 2692.068 4253.467
Distribution Bar 16 2 150 24475 39230
475 40180 2400 128 42.452 2037.696 3219.560
Distribution Bar 25 1 150 16475
39230475
40180 3750 150 43.780 700.480 2702.452
Hooks 10 132 150/300 26150
680150
980 0 0 0.980 3363.360 2075.193
Draion Distribution 16 2 200 263300
1900 2200 0 32 2.168 1140.368 1801.781
Sump main 12 2 200 197450
300 750 0 24 0.726 286.044 254.293
Bottom mat Extra 20 1 150 263 3700 3700 0 0 3.700 973.100 2403.557
Top Mat
Main Bar 20 1 150 263300
7900300
8500 0 80 8.420 2214.460 5469.716
Distribution Bar 16 2 150 16475
39230475
40180 2400 128 42.452 1358.464 2146.373
Distribution Bar 20 1 150 22475
39230475
40180 3000 160 43.020 946.440 2337.707
Distribution Bar 16 1 150 4 39230 39230 2400 0 41.630 166.520 263.102
Wall 0 m 20 2 150 197 500
4050 500
5050 0 80 4.970 1958.180 4836.705
Shape of bar Cut Length Total Length
DIA WISE TOTAL WEIGHT (KG)
DRAWING REF:- STRUCTURE: Tunnel RFC REVISION NO
SI.NO DESCRIPTIONDia. of
Bar
No. of
MemberSpacing
No. of
Bar
BAR BENDING SCHEDULE
SEW INFRASTRUCTURE LTD
PROJECT:-General Civil Works for BTG and BOP Area of 2x600 MW Singhitarai Thermal Power Project,Kharsia
CLIENT:-ABIR INFRASTRUCTURE PVT. LTD AGREEMENT NO:-ABIR/TD/STPP/5311/EPC/004/C&C/002
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7/28/2019 BBS Template
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MH # 1
8 10 12 16 20 25 32Shape of bar Cut Length Total Length
DIA WISE TOTAL WEIGHT (KG)
DRAWING REF:- STRUCTURE: Tunnel RFC REVISION NO
SI.NO DESCRIPTIONDia. of
Bar
No. of
MemberSpacing
No. of
Bar
BAR BENDING SCHEDULE
SEW INFRASTRUCTURE LTD
PROJECT:-General Civil Works for BTG and BOP Area of 2x600 MW Singhitarai Thermal Power Project,Kharsia
CLIENT:-ABIR INFRASTRUCTURE PVT. LTD AGREEMENT NO:-ABIR/TD/STPP/5311/EPC/004/C&C/002
1m 16 2 150 197500
4050500
5050 0 64 4.986 1964.484 3103.885
0 D 12 2 150 28275
39230275
39780 1800 96 41.484 2323.104 2065.239
0 D 12 2 150 19275
39230275
39780 1800 96 41.484 1576.392 1401.412
C1 32 9 0 4850
4650300
5800 0 128 5.672 204.192 1290.698
25 9 0 6500
4650300
5450 0 100 5.350 288.900 1114.576
20 9 0 4250
4650300
5200 0 80 5.120 184.320 455.270
SP6 12 15 0 16 30 850
100
980 0 48 0.932 223.680 198.852
Stirrups 8 15 150 16100
100
550 0 0 0.550 132.000 52.140
10 15 150 56 1100 1100 0 0 1.100 924.000 570.108
Slab Portion
Bottom Main 16 1 150 243400
9500400
10300 0 64 10.236 2487.348 3930.010
Bottom Distrbution 16 1 150 58350
39230350
39930 2400 128 42.202 2447.716 3867.391
Top Main 16 1 200 191400
9500400
10300 0 64 10.236 1955.076 3089.020
Top Distrbution 16 2 200 14350
39230350
39930 2400 128 42.202 1181.656 1867.016
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7/28/2019 BBS Template
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MH # 1
8 10 12 16 20 25 32Shape of bar Cut Length Total Length
DIA WISE TOTAL WEIGHT (KG)
DRAWING REF:- STRUCTURE: Tunnel RFC REVISION NO
SI.NO DESCRIPTIONDia. of
Bar
No. of
MemberSpacing
No. of
Bar
BAR BENDING SCHEDULE
SEW INFRASTRUCTURE LTD
PROJECT:-General Civil Works for BTG and BOP Area of 2x600 MW Singhitarai Thermal Power Project,Kharsia
CLIENT:-ABIR INFRASTRUCTURE PVT. LTD AGREEMENT NO:-ABIR/TD/STPP/5311/EPC/004/C&C/002
20 1 150 21350
39230350
39930 3000 160 42.770 898.170 2218.480
16 1 200 191 3700 3700 0 0 3.700 706.700 1116.586
B1
Bottom Main 25 1 2400
39230400
40030 3750 200 43.580 87.160 336.263
16 1 1400
39230400
40030 2400 128 42.302 42.302 66.837
Extra 20 1 4 3500 3500 0 0 3.500 14.000 34.580
Top Main 25 1 0 2750
39230750
40730 3750 100 44.380 88.760 342.436
Top Main 16 1 0 2750
39230750
40730 2400 64 43.066 86.132 136.089
Skin Bar 12 1 2 39230 39230 1800 0 41.030 82.060 72.951
Stirrups 10 1 0 170100
100
550 0 0 0.550 93.500 57.690
0.052 2.703 3.993 28.861 17.756 4.496 1.291
59.151GRAND TOTAL (MT)
DIA WISE TOTAL
WEIGHT IN MT
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MH # 1
REMARKS
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MH # 1
REMARKS
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