د سړک د ډیزاین لسمه برخه

Estimation of Nadali Road

S/No

Description

Area of on Section

Average Area

Length (M)

Quantities

Filling
(M²)

Cutting
(M²)

Filling
(M²)

Cutting
(M²)

Filling
(M³)

Cutting
(M³)

1

Section (0+100)

0.673

0.000

0

2

Section (0+200)

0.090

0.760

0.382

0.380

100

38.150

38.000

3

Section (0+300)

0.500

0.220

0.295

0.490

100

29.500

49.000

4

Section (0+400)

0.650

0.012

0.575

0.116

100

57.500

11.600

5

Section (0+500)

0.011

0.911

0.331

0.462

100

33.050

46.150

6

Section (0+600)

0.234

0.160

0.123

0.536

100

12.250

53.550

7

Section (0+700)

0.987

0.120

0.611

0.140

100

61.050

14.000

8

Section (0+800)

0.035

0.350

0.511

0.235

100

51.100

23.500

9

Section (0+900)

0.761

0.000

0.398

0.175

100

39.800

17.500

10

Section (1+000)

0.325

0.110

0.543

0.055

100

54.300

5.500

11

Section (1+100)

0.234

0.532

0.280

0.321

100

27.950

32.100

12

Section (1+200)

0.312

0.000

0.273

0.266

100

27.300

26.600

13

Section (1+300)

0.015

0.530

0.163

0.265

100

16.325

26.500

14

Section (1+400)

0.230

0.240

0.122

0.385

100

12.225

38.500

15

Section (1+500)

0.000

1.417

0.115

0.829

100

11.500

82.850

16

Section (1+600)

0.120

0.450

0.060

0.934

100

6.000

93.350

17

Section (1+700)

0.430

0.798

0.275

0.624

100

27.500

62.400

18

Section (1+800)

0.650

0.870

0.540

0.834

100

54.000

83.400

19

Section (1+900)

0.340

1.089

0.495

0.980

100

49.500

97.950

20

Section (2+000)

0.113

1.066

0.227

1.078

100

22.650

107.750

21

Section (2+100)

0.323

0.120

0.218

0.593

100

21.800

59.300

22

Section (2+200)

0.023

0.450

0.173

0.285

100

17.300

28.500

23

Section (2+300)

0.023

0.789

0.023

0.620

100

2.305

61.950

24

Section (2+400)

0.045

1.012

0.034

0.901

100

3.405

90.050

25

Section (2+500)

0.302

0.009

0.174

0.511

100

17.350

51.050

26

Section (2+600)

0.056

0.762

0.179

0.386

100

17.900

38.550

27

Section (2+700)

0.000

1.220

0.028

0.991

100

2.800

99.100

28

Section (2+800)

0.098

0.680

0.049

0.950

100

4.900

95.000

29

Section (2+900)

0.451

0.234

0.275

0.457

100

27.450

45.700

30

Section (3+000)

0.739

0.081

0.595

0.158

100

59.500

15.750

31

Section (3+100)

0.037

0.945

0.388

0.513

100

38.800

51.300

32

Section (3+200)

0.095

1.215

0.066

1.080

100

6.600

108.000

33

Section (3+300)

0.000

1.560

0.048

1.388

100

4.750

138.750

34

Section (3+400)

0.122

0.980

0.061

1.270

100

6.100

127.000

35

Section (3+500)

3.260

0.000

1.691

0.490

100

169.100

49.000

36

Section (3+600)

0.056

1.130

1.658

0.565

100

165.800

56.500

37

Section (3+700)

0.870

0.340

0.463

0.735

100

46.300

73.500

38

Section (3+800)

0.255

1.180

0.563

0.760

100

56.250

76.000

39

Section (3+900)

0.876

0.230

0.566

0.705

100

56.550

70.500

40

Section (4+000)

0.166

0.108

0.521

0.169

100

52.100

16.900

41

Section (4+100)

0.323

0.762

0.245

0.435

100

24.450

43.500

42

Section (4+200)

0.987

2.567

0.655

1.665

100

65.500

166.450

43

Section (4+300)

1.376

1.243

1.182

1.905

100

118.150

190.500

44

Section (4+400)

0.430

0.760

0.903

1.002

100

90.300

100.150

45

Section (4+500)

0.360

0.472

0.395

0.616

100

39.500

61.600

46

Section (4+600)

0.560

0.234

0.460

0.353

100

46.000

35.300

47

Section (4+700)

0.980

0.019

0.770

0.127

100

77.000

12.650

48

Section (4+800)

0.252

0.798

0.616

0.409

100

61.600

40.850

49

Section (4+900)

1.012

1.970

0.632

1.384

100

63.200

138.400

50

Section (5+000)

3.299

0.000

2.156

0.985

100

215.550

98.500

51

Section (5+100)

1.582

0.450

2.441

0.225

100

244.050

22.500

52

Section (5+200)

1.330

2.380

1.456

1.415

100

145.600

141.500

53

Section (5+300)

1.580

1.560

1.455

1.970

100

145.500

197.000

54

Section (5+400)

0.370

0.987

0.975

1.274

100

97.500

127.350

55

Section (5+500)

1.691

0.048

1.031

0.518

100

103.050

51.750

56

Section (5+600)

1.910

0.043

1.801

0.046

100

180.050

4.550

57

Section (5+700)

0.011

0.989

0.961

0.516

100

96.050

51.600

58

Section (5+800)

2.670

0.243

1.341

0.616

100

134.050

61.600

59

Section (5+900)

0.115

1.233

1.393

0.738

100

139.250

73.800

60

Section (6+000)

0.340

0.780

0.228

1.007

100

22.750

100.650

Total=

35.178

39.828

3517.810

3982.800

Estimation of 3.0m Slab Culvert in Nadali Road

S/N

Description

No.

Unit

Length
(M)

Width
(M)

Height
(M)

Quantity
(M³)

No. of Culverts

Total Quantity
(M³)

1

Excavation of  abutments

2

M³

9

2

1.1

39.6

10

396

2

Excavation of  wing wall

4

M³

2.1

0.6

1.1

5.544

10

55.44

Total Excavation(M³)

463.94

5

Stone work of abutment

2

M³

9

1.8

0.9

29.16

10

291.6

6

Stone work of abutment

2

M³

9

1.3

0.8

18.72

10

187.2

Stone work of abutment

2

M³

9

1

0.6

10.8

10

108

Stone work of abutment

2

M³

9

0.7

0.6

7.56

10

75.6

7

Stone work of wing wall

4

M³

2.1

0.6

1.5

7.56

10

75.6

Total Stone(M³)

750.5

9

RCC of Cap

2

M³

9

0.7

0.3

3.78

10

37.8

10

RCC of Slabs

1

M³

9

3.7

0.3

9.99

10

99.9

11

RCC of Parapet wall

2

M³

3.7

0.25

0.3

0.555

10

5.55

Total RCC(M³)

143.25

12

Pointing of abutment

2

M²

9

1

2

36

10

360

Total Pointing(M²)

360

14

PCC of wing wall

4

M³

2.1

0.6

0.1

0.504

10

5.04

PCC of wing wall

4

M³

2.1

0.6

0.05

0.252

10

2.52

15

PCC of Cuttoff  wall

1

M³

2.5

0.5

0.1

0.125

10

1.25

Total PCC(M³)

8.81

16

Steel

Ton

1.55

10

15.5

Total Steel (Ton)

15.5

Estimation of  Retaining   Wall  in Nadali  Road

S/N

Description

No.

Unit

Length
(M)

Width
(M)

Height
(M)

Quantity
(M³)

Remarks

1

Excavation of  walls

1

M³

900

3.3

2

5940

Total Excavation(M³)

5940

3

Stone work of wall

1

M³

900

3

1

2700

4

Stone work of wall

1

M³

900

2.4

0.9

1944

5

Stone work of wall

1

M³

900

1.7

3

4590

Total Stone Masonry(M³)

9234

8

RCC of  Ring Beam

1

M³

900

1.7

0.3

459

Total RCC(M³)

459

9

Pointing of wall

1

M²

900

3

2700

Total Pointing(M²)

2700

10

PCC of  wall

1

M³

900

3.3

0.1

297

11

PCC of  wall

1

M³

900

1

0.1

90

Total PCC(M³)

387