Civil engineering

د سړک د ډیزاین لسمه برخه

07.04.2010 07:41

دسړك تكنالوژي

Road Technology

ــــــــــــــــــــــــــــــــــــــــــــــــ

لیکنه د محترم انجنیر سیف الله

ــــــــــــــــــــــــــــــــــــــــــــــــ

لومړی برخه:

دخاموموادو، نيم جوړشوي موادواوياتيارشوومحصولاتوداستحصال لپاره دبيلابيلوفزيكي كيمياوي اويانوروطريقوپه اړوند د مطالعاتو د معلوماتومجموعه دتكنالوژي څخه عبارت ده.

          دتكنالوژي څخه هدف دساختمان لپاره دمداومت  duration  تعين اوهمدارنګه دكارګرانو اوماشين آلاتومناسب استخدام دي . همدارنګه په تكنالوژيكي كارونوكې دساختمان دتوليد پلان ګذاري اودساختماني چارواداره اوارګانيزيشن هم شامل دي يعنې داچې يوساختمان په كم وخت او لږې انرژۍ په اقتصادي اوښه كيفيت سره توليدشي.

          دساختمان په تكنالوژيكي كارونوكې لومړى ټول كاري احجام محاسبه كيږي اووروسته دهر كارلپاره مشخص نورم، كارګران ، ماشين آلات اوهم مداومت لاسته راځي اوپه نتيجه كې يوكاري پلان يا جنتري پلان تشكيلوي چې دكاري پروسو ترمنځ ارتباط ، مداومت اوكارګران ښئي .پس دكاري پلان دګراف د ترتيب لپاره لومړى بايد احجام په جداګانه ډول ترتيب شي.

 

 

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

 

 

 

12

Steel

 

Ton

 

 

23

23

 

 

 

Total Steel(M3)

23

 

 

 

Estimation of  Retaining   Wall  in Nadali Road

 

 

S/N

Description

No.

Unit

Length
(M)

Width
(M)

Height
(M)

Quantity
(M3)

Remarks

 

 

 

 

1

Excavation

1

M3

1100

3.3

2

7260

 

 

 

Total Excavation(M3)

7260

 

 

 

3

Stone work of wall

1

M3

1100

3

1

3300

 

 

 

4

Stone work of wall

1

M3

1100

2.4

0.9

2376

 

 

 

5

Stone work of wall

1

M3

1100

1.7

3

5610

 

 

 

Total Stone Masonry(M3)

11286

 

 

 

8

RCC of  Ring Beam

1

M3

1100

1.7

0.3

561

 

 

 

Total RCC(M3)

561

 

 

 

9

Pointing of wall

1

M2

1100

 

3

3300

 

 

 

Total Pointing(M2)

3300

 

 

 

10

PCC of  wall

1

M3

1100

3.3

0.1

363

 

 

 

11

PCC of  wall

1

M3

1100

1

0.1

110

 

 

 

Total PCC(M3)

473

 

 

 

13

Steel

 

Ton

 

 

28.1

28.1

 

 

 

Total Steel (Ton)

28.1

 

 

 

Estimation of Drain in Nadali Road

 

 

S/N

Description

No.

Unit

Length
(M)

Width
(M)

Height
(M)

Quantity
(M3)

No. of Sides

Total Quantity
(M3)

 
 

1

Excavation

2

M3

6000

0.5

1

6000

1

6000

 

2

Excavation of Sides

4

M3

6000

0.25

6000

1

6000

 

Total Excavation (M3)

12000

 

 

3

Stone work

2

M3

6000

0.5

0.1

600

1

600

 

4

Stone work

4

M3

6000

1

0.1

2400

1

2400

 

Total Stone work(M3)

3000

 

 

5

PCC of bottom

2

M3

6000

0.5

0.1

600

1

600

 

6

PCC of Top

4

M3

6000

1

0.15

3600

1

3600

 

Total PCC(M3)

4200

 

 

ستاسو تبصره


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