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S.No DescriptionLength

mtsBreadth mts

Depth

mts

Qty

cum/kg

Total Qty

cum/kg

FOUNDATION

1CC M10 for Barrel (levelling

coarse)1 x 1 20.280 2.900 0.100 5.88

2 CC M10 U/S wing & return walls

Barrel portion 1 x 2 1.500 2.300 0.450 3.11

Wing walls 1 x 2 5.430 2.000 0.450 9.77

Returns 1 x 2 4.100 2.300 0.450 8.49

3 CC M10 D/S wing & return walls

Barrel portion 1 x 2 2.180 2.350 0.450 4.61

Wing walls 1 x 2 5.150 2.350 0.450 10.89

Returns 1 x 2 2.350 2.350 0.450 4.97

47.72 47.72

4 CC M15 U/S Appron 1 x 1 5.000 (2.2+6.467)/2 0.800 17.34

Dr opwall 1 x 1 6.467 1.700 0.800 8.80

5 CC M15 D/S Appron 1 x 1 5.000 (2.2+4.7)/2 0.300 5.18

1 x 1 4.700 0.150 1.315 0.93

32.23 32.23

SUB STRUCTURE IN M15

6 U/S Wings 1 x 2 1.300 (1.7+0.5)/2 3.362 9.62

1 x 2 5.430 (1.7+0.5)/2 3.362 40.16

7 U/S Returns 1 x 2 3.800 (1.7+0.5)/2 3.362 28.11

8 U/S Drop wall 1 x 1 6.467 (1.7+1.3)/2 0.865 8.39

9 D/S Wings 1 x 2 1.888 (1.75+0.5)/2 3.440 14.61

1 x 2 5.150 (1.75+0.5)/2 3.440 39.86

10 D/S Returns 1 x 2 2.050 (1.75+0.5)/2 3.440 15.87

156.62 156.62

SUPER STRUCTURE

11 RCC M20 for Barrel raft 1 x 1 20.300 2.700 0.250 13.70

RCC M20 for Barrel Side walls 1 x 2 20.300 1.500 0.250 15.23

RCC M20 for Barrel Slab 1 x 1 20.300 2.700 0.250 13.70

12 RCC M20 for Haunches 1 x 4 20.300 0.075 0.150 0.91

43.54 43.54

CC M25 for Wearing Coat

13 Barrel 1 x 1 20.300 2.200 0.075 3.35

14 U/S 1 x 1 5.000 (6.467+2.2)/2 0.075 1.63

15 D/S 1 x 1 5.000 (2.2+4.7)/2 0.075 1.29

6.27 6.27

16 CC M15 for U/S Head wall 1 x 1 2.700 (1.2+0.5)/2 1.637 3.76

17 CC M15 for D/S Head wall 1 x 1 2.700 (0.65+0.5)/2 0.850 1.32

5.08

18 Weep holes 2 x 10 1.200 24.00

19Silt cleaning by labour on NMR

basis20.00 NMR

UT @ Km. 15.680 ON LEFT CANAL

No's

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S.No DescriptionLength

mtsBreadth mts

Depth

mts

Qty

cum/kg

Total Qty

cum/kgNo's

1 Bottom slab Bottom mat

20mm dia @ 120mm c/c 1 x 170 3.000 2.470 1259.70

2 Bottom slab Top mat

16mm dia @ 125mm c/c 1 x 163 2.900 1.580 746.87

3 Top slab Top mat

20mm dia @ 140mm c/c 1 x 145 3.000 2.470 1074.454 Top slab Bottom mat

16mm dia @ 130mm c/c 1 x 156 2.900 1.580 714.79

5 Exterior side wall

16mm dia @ 150mm c/c 2 x 136 2.200 1.580 945.47

6 Interior side wall

L/S 12mm dia @ 150mm c/c 1 x 136 2.200 0.880 263.30

R/S 12mm dia @ 135mm c/c 1 x 151 2.200 0.880 292.34

7 Haunches

10mm dia @ 300mm c/c 1 x 136 2.100 0.620 177.07

8 Distribution Bars

10mm dia @ 300mm c/c

Top & Bottom slab & Top &

Bottom bars4 x 10 20.200 0.620 500.96

Both Sides 4 x 7 20.200 0.620 350.67

9 Chairs 12mm dia 2 x 36 1.400 0.880 88.70

10 Over laps 10mm dia 4 x 17 0.400 0.620 16.86

6431.18

STEEL

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S.No DescriptionLength

mtsBreadth mts

Depth

mts

Qty

cum/kg

Total Qty

cum/kg

FOUNDATION

1CC M10 for Barrel (levelling

coarse)1 x 1 20.280 2.900 0.100 5.88

2 CC M10 U/S wing & return walls

Barrel portion 1 x 2 1.500 2.300 0.450 3.11

Wing walls 1 x 2 5.430 2.000 0.450 9.77

Returns 1 x 2 4.100 2.300 0.450 8.49

3 CC M10 D/S wing & return walls

Barrel portion 1 x 2 2.180 2.350 0.450 4.61

Wing walls 1 x 2 5.150 2.350 0.450 10.89

Returns 1 x 2 2.350 2.350 0.450 4.97

47.72 47.72

4 CC M15 U/S Appron 1 x 1 5.000 (2.2+6.467)/2 0.800 17.34

1 x 1 6.467 1.700 0.800 8.80

5 CC M15 D/S Appron 1 x 1 5.000 (2.2+4.7)/2 0.300 5.18

1 x 1 4.700 0.150 1.315 0.93

32.23 32.23

SUB STRUCTURE IN M15

6 U/S Wings 1 x 2 1.300 (1.7+0.5)/2 3.362 9.62

1 x 2 5.430 (1.7+0.5)/2 3.362 40.16

7 U/S Returns 1 x 2 3.800 (1.7+0.5)/2 3.362 28.11

8 U/S Drop wall 1 x 1 6.467 (1.7+1.3)/2 0.865 8.39

9 D/S Wings 1 x 2 1.888 (1.75+0.5)/2 3.440 14.61

1 x 2 5.150 (1.75+0.5)/2 3.440 39.86

10 D/S Returns 1 x 2 2.050 (1.75+0.5)/2 3.440 15.87

156.62 156.62

11 RCC M20 for Barrel raft 1 x 1 20.300 2.700 0.250 13.70

RCC M20 for Barrel Side walls 1 x 2 20.300 1.500 0.250 15.23

RCC M20 for Barrel Slab 1 x 1 20.300 2.700 0.250 13.70

12 RCC M20 for Haunches 1 x 4 20.300 0.075 0.150 0.91

43.54 43.54

CC M25 for Wearing Coat

13 Barrel 1 x 1 20.300 2.200 0.075 3.35

14 U/S 1 x 1 5.000 (6.467+2.2)/2 0.075 1.63

15 D/S 1 x 1 5.000 (2.2+4.7)/2 0.075 1.29

6.27

16 CC M15 for U/S Head wall 1 x 1 2.700 (1.2+0.5)/2 1.637 3.76

17 CC M15 for D/S Head wall 1 x 1 2.700 (0.65+0.5)/2 0.850 1.32

5.08 5.08

18 Weep holes 2 x 12 1.200 28.80 28.80

UT @ Km. 15.680 ON LEFT CANAL

No's

STEEL

SUPER STRUCTURE

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S.No DescriptionLength

mtsBreadth mts

Depth

mts

Qty

cum/kg

Total Qty

cum/kgNo's

1 Bottom slab Bottom mat

20mm dia @ 120mm c/c 1 x 170 3.000 2.470 1259.70

2 Bottom slab Top mat

16mm dia @ 125mm c/c 1 x 163 2.900 1.580 746.87

3 Top slab Top mat

20mm dia @ 140mm c/c 1 x 145 3.000 2.470 1074.45

4 Top slab Bottom mat16mm dia @ 130mm c/c 1 x 156 2.900 1.580 714.79

5 Exterior side wall

16mm dia @ 150mm c/c 2 x 136 2.200 1.580 945.47

6 Interior side wall

L/S 12mm dia @ 150mm c/c 1 x 136 2.200 0.880 263.30

R/S 12mm dia @ 135mm c/c 1 x 151 2.200 0.880 292.34

7 Haunches

10mm dia @ 300mm c/c 1 x 272 2.100 0.620 354.14

8 Distribution Bars

10mm dia @ 300mm c/c

Top & Bottom slab & Top &

Bottom bars4 x 10 20.200 0.620 500.96

Both Sides 4 x 7 20.200 0.620 350.67

9 Chairs 12mm dia 2 x 36 1.400 0.880 88.70

10 Over laps 10mm dia 4 x 17 0.400 0.620 16.86

6608.26

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S.No DescriptionLength

mtsBreadth mts

Depth

mts

Qty

cum/kg

EARTH WORK EXCAVATION

1  Barrel Bed 1 x 1 20.280 4.100 3.200 266.07

2 U/S wing & return walls

Barrel 1 x 2 1.500 3.500 2.250 23.63

Slant 1 x 2 5.430 3.200 2.250 78.19

Returns 1 x 2 4.100 3.500 2.250 64.58

3 U/S Appron 1 x 1 5.000 (2.2+6.467)/2 2.250 48.76

1 x 1 6.467 2.300 2.250 33.47

4 D/S wing & return walls

1 x 2 2.180 3.550 2.700 41.79

1 x 2 5.150 3.550 2.700 98.73

1 x 2 2.350 3.550 2.700 45.05

5 D/S Appron 1 x 1 5.000 (2.2+4.7)/2 2.700 46.58

1 x 1 4.700 1.350 2.700 17.13

6Diversion for Vagu

1 x 1 30.000 2.500 2.000 150.00

7U/S & D/S Bund formation for

vagu portion1 x 2 40.000 4.000 2.200 704.00

1617.96

UT @ Km. 15.680 ON LEFT CANAL

No's

TOTAL QTY = 1617.96cum

UP TO Aug = 529.50cum

Balance Qty = 1617.96 - 529.50 = 1088.46cum

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