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Estimation of 30m wash in Nadali Road

S/N

Description

No.

Unit

Length
(M)

Width
(M)

Height
(M)

Quantity
(M³)

No. of Wash

Total Quantity
(M3)

1

Excavation of abutments

2

M3

9

1.5

1

27

3

81

2

Excavation of up  Stream Wall

1

M3

30

1.5

1.5

67.5

3

202.5

3

Excavation of down  Stream Wall

1

M3

37

1

1

37

3

111

4

Excavation of middle   Wall

1

M3

30

1.5

2

90

3

270

5

Excavation of  wing wall

1

M3

30

1

1

30

3

90

Total Excavation(M³)

755

6

Boulder for washes

1

M3

30

7.8

0.2

46.8

3

140.4

7

Boulder for down stream

1

M3

37

5

0.5

92.5

3

277.5

8

Boulder for down stream

1

M3

37

2

1

74

3

222

Total Boulder(M³)

640

9

Embankment

1

M3

100

0.75

1.5

112.5

3

337.5

Total Filling(M³)

338

10

Stone work of abutment

2

M3

9

0.6

1

10.8

3

32.4

11

Stone work of up  stream wall

1

M3

30

1

0.6

18

3

54

12

Stone work of up  stream wall

1

M3

30

0.6

0.6

10.8

3

32.4

13

Stone work of middle wall

1

M3

30

1

1

30

3

90

14

Stone work of middle wall

1

M3

30

0.6

0.8

14.4

3

43.2

15

Stone work of down stream wall

1

M3

30

0.6

0.8

14.4

3

43.2

16

Stone work of wing wall

1

M3

30

1

0.9

27

3

81

17

Stone work of wing wall

1

M3

30

0.6

0.7

12.6

3

37.8

Total Stone(M³)

414

18

Grouting of down stream

1

M2

35

5

175

3

525

19

Pointing of wing wall

1

M2

30

0.7

21

3

63

Total Pointing(M²)

588

20

RCC of Floor Slab

10

M3

6

4.5

0.2

54

3

162

21

RCC of abutments ring beams

2

M3

9

0.6

0.2

2.16

3

6.48

Total RCC(M³)

168

22

PCC of wing wall

1

M3

30

1

0.1

3

3

9

23

PCC of wing wall

1

M3

30

0.6

0.1

1.8

3

5.4

24

PCC of up and middle wall

2

M3

30

1

0.1

6

3

18

25

PCC of  down stream wall

2

M3

30

1

0.1

6

3

18

26

PCC of abutments

2

M3

9

0.6

0.1

1.08

3

3.24

Total PCC(M³)

53.64

27

Steel

Ton

5.489

3

16.467

Total Steel (Ton)

16.47