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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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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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MH # 1

REMARKS

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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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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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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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