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1 12 8 no.s 0.550

2 12 4 no.s 0.526

3 12 4 no.s 0.526

Bar no. Shape of the Bar Dia Spacing M1

1 16 4 no.s 10.770

2 8 200 0.400

3 16 1 no.s 7.830

4 16 4 no.s 4.310

Plinth Beam-230 X 350 MM

M1

M2

M1M2

M1 M2

M1 M2

M1

M2

M1

Extra Bar

M1 M2

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5 8 200 0.400

1 40.73 kg

2 0.00 kg

3 281.36 kg

Column above Plinth Beam-450 X 450MM

Bar no. Shape of the Bar Dia Spacing M1

1 12 4 no.s 4.425

2 16 4 no.s 4.425

3 8 200 1.050

1 129.74 kg

2 132.56 kg

3 234.55 kg

Bar no. Shape of the Bar Dia Spacing M1

1 16 4 no.s 10.770

8mm

12mm

16mm

ABSTRACT-38mm

12mm

16mm

Roof Beam-230 X 350 MM

ABSTRACT-4

M1

M2

M1

M2

M1

M2

M1

M2

M1

M2

M1 M2

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2 8 200 0.400

3 16 1 no.s 7.830

4 16 4 no.s 4.310

5 8 200 0.400

1 40.73 kg

2 0.00 kg

3 281.36 kg

Bar no. Shape of the Bar Dia Spacing M1

1 10 200 4.410

2 10 200 10.870

Roof Slab

8mm

12mm

16mm

ABSTRACT-5

M1

M2

M1

Extra Bar

M1 M2

M1

M2

M1 M2

M1 M2

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1 641.48 kg

Bar no. Shape of the Bar Dia Spacing M1

1 8 150 0.365

28 250 0.760

3 8 250 1.910

4 8 250 1.910

8M 10MM 12MM

1 Pile Foundation 0.096 0.000 0.193

2 Pile Cap 0.000 0.000 0.131

3 Plinth Beam 0.041 0.000 0.000

4 Column Above PB 0.130 0.000 0.133

5 Roof Beam 0.041 0.000 0.000

6 Roof Slab 0.000 0.641 0.0007 Chajja 0.077 0.000 0.000

Total 0.384 0.641 0.457

MT MT MT

QTY

SR.NO STRUCTURE NAME

FINAL ABSTRACT

Chajja

ABSTRACT-6

10mm

M1

M2

M1

M1M2

M1

Extra Bar

M1

Extra Bar

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G SCHEDULE FOR PILE

DEPTH: 6.500 mtr. DIA OF PILE: 0.450

M2Std. Bend

correction

Length

of bar

Spacing

Length

No. of

Bars

Total

length

Unit

Weight)Weight

0.500 0.030 6.790 - 4 27.160 0.888 24.118

0.400 0.040 6.670 - 4 26.680 1.578 42.101

0.000 0.000 29.190 - 1 29.190 0.391 11.413

0.000 0.000 0.520 - 3 1.560 0.391 0.610

8 Nos

0.096 MT

0.193 MT

0.337 MT

M2Std. Bend

correction

Length

of bar

Spacing

Length

No. of

Bars

Total

length

Unit

Weight)Weight

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1.000 0.030 1.490 - 8 11.920 0.888 10.585

0.200 0.030 0.666 - 4 2.664 0.888 2.366

0.500 0.030 0.966 - 4 3.864 0.888 3.431

Total Weight:

M2Std. Bend

correction

Length

of bar

Spacing

Length

No. of

Bars

Total

length

Unit

Weight)Weight

0.400 0.040 11.090 - 4 44.360 1.578 70.000

0.160 0.000 0.560 - 51 28.560 0.391 11.167

0.000 0.040 7.750 - 1 7.750 1.578 12.230

0.400 0.040 4.630 - 4 18.520 1.578 29.225

ABSTRACT-2

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0.160 0.000 0.560 - 21 11.760 0.391 4.598

0.041 MT

0.000 MT

0.281 MT Height of column 4.525

M2Std. Bend

correction

Length

of bar

Spacing

Length

No. of

Bars

Total

length

Unit

Weight)Weight

0.300 0.030 4.665 - 4 18.660 0.888 16.570

0.300 0.040 4.645 - 4 18.580 1.578 29.319

1.050 0.000 2.100 - 20 41.475 0.391 16.217

0.130 MT

0.133 MT

0.235 MT

M2Std. Bend

correction

Length

of bar

Spacing

Length

No. of

Bars

Total

length

Unit

Weight)Weight

0.400 0.040 11.090 - 4 44.360 1.578 70.000

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0.160 0.000 0.560 - 51 28.560 0.391 11.167

0.000 0.040 7.750 - 1 7.750 1.578 12.230

0.400 0.040 4.630 - 4 18.520 1.578 29.225

0.160 0.000 0.560 - 21 11.760 0.391 4.598

0.041 MT

0.000 MT

0.281 MT

M2Std. Bend

correction

Length

of bar

Spacing

Length

No. of

Bars

Total

length

Unit

Weight)Weight

0.200 0.025 4.560 10.920 56 255.360 0.617 157.557

0.200 0.025 11.020 4.460 24 264.480 0.617 163.184

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mtr.

RemarksNo. of

bends

192.944 2

336.808 2

91.304 0

4.88 0

RemarksNo. of

bends

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84.680 2

18.928 2

27.448 2

131.056 Kgs

RemarksNo. of

bends

140.000 2

22.334 0

24.460 2

116.900 2

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18.392 0

RemarksNo. of

bends

132.560 2

234.552 2

129.736 0

RemarksNo. of

bends

140.000 2

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RemarksNo. of

bends

32.990 2

14.250 2

14.935 0

14.935 0

77.110 kg

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Sr No. Description No. L B H/D Quantity

1 Pile 8 0.785 0.203 6 7.630 M-35

2 Pile Cap 8 0.7 0.7 0.5 1.960 M-25

PCC 8 0.9 0.9 0.1 0.648

-8 0.785 0.203 0.1 -0.127 M-20

3 Plinth Beam 2 8.590 0.230 0.350 1.383 M-25

4 3.530 0.230 0.350 1.137 M-25

PCC 2 8.590 0.430 0.100 0.739 M-20

4 3.530 0.430 0.100 0.607 M-20

4 Column Above PB 8 0.450 0.450 4.100 6.642 M-25

Stub Column 8 0.450 0.450 1.200 1.944 M-25

5 Roof Beam 2 9.340 0.230 0.350 1.504 M-25

4 3.780 0.230 0.350 1.217 M-25

6 Roof Slab 1 10.000 4.000 0.150 6.000 M-25

7 Chajja 5 2.000 0.600 0.113 0.678 M-25

8 Grade Slab 1 10.920 4.460 0.100 4.870 M-20

-6 0.45 0.45 0.1 -0.122 M-20

Total Concrete Qty 31.96 m3

Total Concrete Qty

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M-35 M-25 M-20

7.630

1.960

0.521

1.383

1.137

0.739

0.607

6.642

1.944

1.504

1.217

6.000

0.678

4.749

7.630 22.465 6.616

M-35 M-25 M-20

Grade

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Description

m m

Door 1 2.1

Window 1.8 1.2

Rolling shutter 3 3.75

SR. No. Description No. L B Qty Unit

1 1 4 4 16 m2

2 1 3 4 12 m2

3 1 3 4 12 m2

Total Qty 40 m2

SR. No. Description No. L B Qty Unit

1 4 4 3.95 63.2 m2

2 4 4 3.95 63.2 m2

4 3 3.95 47.4 m2

Deduction -4 1 2.1 -8.4 m2

-5 1.8 1.2 -10.8 m2

-1 3 3.75 -11.25 m2

Total Qty 143.35 m2

SR. No. Description No. L B Qty Unit

1 2 10.92 4.45 97.19 m2

2 2 4.23 4.45 37.65 m2

3 Chajja 10 2 0.6 12.00 m2

Size

Qty flooring

Qty Plastering--Int. Plaster

Qty Plastering--Ext. Plaster

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Unit

m2

m2

m2

m2

m2

m2

Unit

Rmt

Rmt

Rmt

Unit

m2

m2

Unit

m2

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GHARPURE ENGG & CONS.PVT. LTD

3 NAME OF STRUCTURE :-

ABSTRACT DT- 28.04.2012

SR. NO PARTICULARS UNIT Qty RATE AMOUNT REMARK

1 PILING WORK-450 MM DIA RMT 48 900 43200.00

PILING WORK-450 MM DIA RMT 4 1500 6000.00

2 PCC M-20 GRADE M3 6.62 4600 30431.53

3 RCC M-25 GRADE M3 22.46 4750 106706.61

4 RCC M-35 GRADE M3 7.63 4900 37387.98

5 STEEL BAR MT 2.617 52000 136063.41

6 SHUTTERING M2 179.34 200 35868.64 WITH SHUTTERIN

7 BRICK MASONRY M3 22.63 4700 106370.40

8 PLASTERING WORK

a)INTERNAL PLASTER M2 143.35 160 22936.00

b)EXTERNAL PLASTER M2 122.59 250 30646.25

c)CEILING RENDERING M2 40 50 2000.00

9 WATER PROOFING M2 42.00 715 30030.00

10 FLOORING

a)IPS FLOORING M2 40 220 8800.00

11 RUBBLE/MURUM SOLING M3 500 0.00

12 DOOR &WINDOWS

a)ALU GLAZED DOOR M2 6.30 3150 19845.00

b) GI ROLLING SHUTTER M2 11.25 2625 29531.25 WITH GEAR

c)ALU. GLAZED WINDOW M2 10.80 2200 23760.00

13 PAINTING WORK

a)INTERNAL PAINTING M2 143.35 130 18635.50

b)EXTERNAL PAINTING M2 122.59 140 17161.90

c)CEILING PAINTING M2 40 130 5200.00

14 GRANITE BOXING M2 2600 0.00

TOTAL(RS) 710574

Area 4.46 10.92 48.7032 Sqm

Rate per sqm 14590

PUMP HOUSE AT SECTOR -09 ,SANPADA

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