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Revision Description   Date

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Document: Prepared:   ROD

Confirmed 

JVECR-QUA-0004Date:   9/7/2015

Revision:

R0

 ______________ 

Checked

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LOT 05 - ECR-5-02-2283-R3

FILL GREATER THAN !00 M

C"#$%#' ()*+D$,#%.' (*+ /TD (UND+

LENGTH OF SLOPE

I%$$# P' F$%# P' LEFT RIGHT

0+325 0+500 175 5.00 0.00 9.96

0+450 0+475 25 2.00 0.00 10.04

49+325 49+350 25 2.00 0.00 9.12

49+325 49+400 75 3.00 9.27 0.00

TOTAL 300100

FILL GREATER THAN 3!00 M AND LESS !00 M

C"#$%#' ()*+ D$,#%.' (*+ /TD (UND+ LENGTH OF SLOPEI%$$# P' F$%# P' LEFT RIGHT

0+275 0+300 25 2.00 0.00 8.34

0+525 0+575 50 2.00 0.00 9.92

2+050 2+175 125 4.00 0.00 7.37

9+475 9+575 100 3.00 0.00 7.34

10+700 10+750 50 2.00 0.00 7.81

10+850 10+900 50 2.00 0.00 7.73

14+200 14+350 150 4.00 7.18 0.00

17+250 17+275 25 2.00 6.99 0.00

26+100 26+125 25 2.00 0.00 7.9330+325 30+350 25 2.00 6.84 0.00

31+825 31+900 75 3.00 7.23 0.00

33+300 33+325 25 2.00 6.81 7.19

36+425 36+450 25 2.00 7.39 0.00

37+025 37+175 150 4.00 7.67 0.00

37+100 37+175 75 3.00 0.00 7.52

42+625 42+650 25 2.00 6.76 6.73

46+700 46+775 75 3.00 0.00 7.10

49+250 49+300 50 2.00 7.60 0.00

49+275 49+300 25 2.00 0.00 7.6449+375 49+450 75 3.00 0.00 7.88

49+425 49+475 50 2.00 0.00 7.80

51+475 51+500 25 2.00 7.55 7.53

55+700 55+775 75 3.00 0 7.58

55+725 55+775 50 2.00 7.54 0.00

59+400 59+425 25 2.00 7.42 0.00

65+850 65+875 25 2.00 7.53 7.45

69+775 69+800 25 2.00 7.04 0.00

72+675 72+825 150 4.00 8.5 0.00

72+725 72+800 75 3.00 0 7.71TOTAL 25100

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SUMMARY LOT 5

KERBS (*+ 2025100

SLOPED CHANNEL (*+ 3100

 

KERBS (*+

SLOPED CHA

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Checked Approved Date

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6/36

 Andrade Gutierrez/Odebrecht 

GOVERNMENT OF GHANA

MINISTRY OF ROADS AND HIGHWAYS

GHANA HIGHWAY AUTHORITHY

EASTERN CORRIDOR ROAD - LOT 5 & LOT 6

LENGTH OF KERBS AND SLOPED CHANNELS

Checked: ………………………………………………………………...Checked:   JKA

 Approved: ……………………………………………………………….. Approved:   R!

Date:

 Andrade Gutierrez/Odebrecht 

 ___ ______________________ 

 A""#$%ed

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LOT 06 - ECR-6-02-230-R3 4 ECR

FILL GREATER THAN !00

TOTAL (*+C"#$%#' ()*+

D$,#%.' (*+ /TD (UND+I%$$# P' F$%# P'

50.00 25+250 25+450 200 5.00

20.00 62+625 62+825 200 5.00

18.00 65+900 65+975 75 3.00

28.00

TOTAL 5100

6100

FILL GREATER THAN 3!00 M AND L

TOTAL (*+ C"#$%#' ()*+ D$,#%.' (*+ /TD (UND+I%$$# P' F$%# P'

16.00 8+500 8+550 50 2.00

20.00   10+300 10+400   100 3.00

28.00   10+325 10+400   75 3.00

21.00   15+700 15+725   25 2.00

16.00   17+375 17+800   425 10.00

16.00   17+425 17+500   75 3.00

28.00   25+150 25+225   75 3.00

14.00   25+175 25+300   125 4.00

16.00   25+475 25+500   25 2.0014.00   30+300 30+600   300 7.00

21.00   41+925 42+200   275 7.00

28.00   42+025 42+300   275 7.00

14.00   57+900 57+975   75 3.00

32.00   62+275 62+600   325 8.00

24.00   62+375 62+400   25 2.00

26.00   62+650 62+725   75 3.00

21.00   62+775 62+850   75 3.00

16.00   62+850 62+875   25 2.00

16.00   65+800 65+875   75 3.0024.00   65+800 65+900   100 3.00

16.00   66+000 66+075   75 3.00

30.00   84+225 84+325   100 3.00

24.00   94+650 95+025   375 9.00

16.00   95+225 95+275   50 2.00

14.00   98+700 98+975   275 7.00

30.00   98+825 98+950   125 4.00

14.00   99+000 99+400   400 9.00

36.00   99+200 99+400   200 5.00

24.0065100 TOTAL 200100

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SUMMARY LOT

KERBS (*+

SLOPED CHANNEL (*+

ENERAL SUMMARY FOR LOT 5 & LOT 6

LOT 5 LOT 6 TOTAL

  2025 4675 6700

  NEL (*+   731 1058 1789

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 Approved 

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  6-02-2305-R2

  *

LENGTH OF SLOPETOTAL (*+

LEFT RIGHT

10.03 0.00 50.00

10.15 0.00 51.00

9.46 0.00 28.00

2100

  ESS !00 M

LENGTH OF SLOPE TOTAL (*+LEFT RIGHT

8.36 0.00 17.00

0.00 7.93 24.00

7.99 0.00 24.00

6.93 0.00 14.00

7.49 0.00 75.00

0.00 7.41 22.00

7.67 0.00 23.00

7.42 0.00 30.00

0.00 7.57 15.008.29 0.00 58.00

0.00 8.07 56.00

8.50 0.00 59.00

6.80 0.00 20.00

7.77 0.00 62.00

0.00 6.93 14.00

0.00 7.29 22.00

0.00 7.42 22.00

7.62 0.00 15.00

7.16 0.00 21.000.00 7.09 21.00

8.17 0.00 25.00

0.00 8.27 25.00

0.00 6.99 63.00

0.00 6.75 14.00

7.32 0.00 51.00

0.00 6.99 28.00

8.01 0.00 72.00

0.00 7.31 37.00

2100

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65100

058100

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LOT 05 - ECR-5-02-2283-R3

FILL GREATER THAN !00 M

C"#$%#' ()*+D$,#%.' (*+ /TD (UND+

LENGTH OF SLOPE

I%$$# P' F$%# P' LEFT RIGHT

0+325 0+500 175 5.00 0.00 9.96

0+450 0+475 25 2.00 0.00 10.04

49+325 49+350 25 2.00 0.00 9.12

49+325 49+400 75 3.00 9.27 0.00

TOTAL 300100

FILL GREATER THAN 3!00 M AND LESS !00 M

C"#$%#' ()*+D$,#%.' (*+ /TD (UND+

LENGTH OF SLOPE

I%$$# P' F$%# P' LEFT RIGHT0+275 0+300 25 2.00 0.00 8.340+525 0+575 50 2.00 0.00 9.922+050 2+175 125 4.00 0.00 7.379+475 9+575 100 3.00 0.00 7.3410+700 10+750 50 2.00 0.00 7.8110+850 10+900 50 2.00 0.00 7.73

14+200 14+350 150 4.00 7.18 0.00

17+250 17+275 25 2.00 6.99 0.00

26+100 26+125 25 2.00 0.00 7.93

30+325 30+350 25 2.00 6.84 0.00

31+825 31+900 75 3.00 7.23 0.00

33+300 33+325 25 2.00 6.81 7.19

36+425 36+450 25 2.00 7.39 0.00

37+025 37+175 150 4.00 7.67 0.00

37+100 37+175 75 3.00 0.00 7.52

42+625 42+650 25 2.00 6.76 6.73

46+700 46+775 75 3.00 0.00 7.10

49+250 49+300 50 2.00 7.60 0.00

49+275 49+300 25 2.00 0.00 7.64

49+375 49+450 75 3.00 0.00 7.88

49+425 49+475 50 2.00 0.00 7.80

51+475 51+500 25 2.00 7.55 7.53

55+700 55+775 75 3.00 0 7.58

55+725 55+775 50 2.00 7.54 0.00

59+400 59+425 25 2.00 7.42 0.00

65+850 65+875 25 2.00 7.53 7.45

69+775 69+800 25 2.00 7.04 0.00

72+675 72+825 150 4.00 8.5 0.00

72+725 72+800 75 3.00 0 7.71

TOTAL 25100

SUMMARY LOT 5

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KER& ()* 2025100

&O,ED CAE ()* 2100

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TOTAL (*+

49.80

20.08

18.24

27.81

513

TOTAL (*+

16.6919.8429.4822.0215.6215.46

28.73

13.98

15.86

13.68

21.69

28.00

14.78

30.68

22.56

26.98

21.30

15.20

15.28

23.64

15.60

30.16

22.74

15.08

14.84

29.96

14.08

34.00

23.13

610

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LOT 06 - ECR-6-02-230-R3 4 ECR-6-02-2305-R2

FILL GREATER THAN !00 *

C"#$%#' ()*+/TD (UND+

LENGTH OF SLOPE

I%$$# P' F$%# P' LEFT RIGHT

25+250 25+450 200 5.00 10.03 0.00

62+625 62+825 200 5.00 10.15 0.00

65+900 65+975 75 3.00 9.46 0.00

TOTAL 5100

FILL GREATER THAN 3!00 M AND LESS !00 M

C"#$%#' ()*+/TD (UND+

LENGTH OF SLOPE

I%$$# P' F$%# P' LEFT RIGHT

8+500 8+550 50 2.00 8.36 0.00

10+300 10+400   100 3.00 0.00 7.93

10+325 10+400   75 3.00 7.99 0.00

15+700 15+725   25 2.00 6.93 0.00

17+375 17+800   425 10.00 7.49 0.00

17+425 17+500   75 3.00 0.00 7.41

25+150 25+225   75 3.00 7.67 0.00

25+175 25+300   125 4.00 7.42 0.00

25+475 25+500   25 2.00 0.00 7.57

30+300 30+600   300 7.00 8.29 0.00

41+925 42+200   275 7.00 0.00 8.0742+025 42+300   275 7.00 8.50 0.00

57+900 57+975   75 3.00 6.80 0.00

62+275 62+600   325 8.00 7.77 0.00

62+375 62+400   25 2.00 0.00 6.93

62+650 62+725   75 3.00 0.00 7.29

62+775 62+850   75 3.00 0.00 7.42

62+850 62+875   25 2.00 7.62 0.0065+800 65+875   75 3.00 7.16 0.00

65+800 65+900   100 3.00 0.00 7.09

66+000 66+075   75 3.00 8.17 0.00

84+225 84+325   100 3.00 0.00 8.27

94+650 95+025   375 9.00 0.00 6.99

95+225 95+275   50 2.00 0.00 6.75

98+700 98+975   275 7.00 7.32 0.00

98+825 98+950   125 4.00 0.00 6.99

99+000 99+400   400 9.00 8.01 0.00

99+200 99+400   200 5.00 0.00 7.31

TOTAL 200100

D$,#%.'(*+

D$,#%.'(*+

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SUMMARY LOT 6

KER& ()* 65100

&O,ED CAE ()* 05816

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TOTAL (*+

50.15

50.75

28.38

2128

 

TOTAL (*+

16.72

23.79

23.97

13.86

74.90

22.23

23.01

29.68

15.14

58.03

56.4959.48

20.39

62.16

13.86

21.87

22.27

15.2421.48

21.26

24.50

24.81

62.91

13.50

51.24

27.96

72.10

36.55

21

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FILL GREATER THAN 3!00 M AND LESS !00 M

C"#$%#' ()*+D$,#%.' (*+ /TD (UND+

LENGTH OF SLOPE

I%$$# P' F$%# P' LEFT RIGHT

O.5

0+300 0+450 200.00 4.00 6.24

14+150 14+350 250.00 5.00 8.07

14+150 14+350 250.00 5.00 8.07

30+250 30+400 200.00 4.00 8.31

30+250 30+400 200.00 4.00 8.31

31+775 31+925 200.00 4.00 7.49

31+775 31+925 200.00 4.00 7.49

36+425 36+525 150.00 3.00 5.68

36+425 36+525 150.00 3.00 5.68

37+050 37+200 200.00 4.00 8.00

37+050 37+200 200.00 4.00 8.00

46+700 46+700 50.00 1.00 7.73

46+700 46+700 50.00 1.00 7.73

46+850 46+850 50.00 1.00 7.73

46+850 46+850 50.00 1.00 7.73

49+275 49+275 50.00 1.00 7.87

49+275 49+275 50.00 1.00 7.87

49+375 49+475 150.00 3.00 9.32

49+375 49+475 150.00 3.00 9.32

51+400 51+450 100.00 2.00 6.64

51+400 51+450 100.00 2.00 6.64

51+500 51+500 50.00 1.00 6.64

51+500 51+500 50.00 1.00 6.64

55+725 55+725 50.00 1.00 7.04

55+725 55+725 50.00 1.00 7.04

55+775 55+775 50.00 1.00 7.04

55+775 55+775 50.00 1.00 7.04

72+675 72+825 200.00 4.00 8.67

72+675 72+825 200.00 4.00 8.67

3!00100

13+625 13+725 150.00 3.00 6.69

13+625 13+725   150.00 3.00 6.69

15+550 15+750   250.00 5.00 6.69

15+550 15+750   250.00 5.00 6.69

17+350 17+800   500.00 10.00 7.4517+350 17+550   250.00 5.00 7.45

17+650 17+800   200.00 4.00 7.45

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25+150 25+500   400.00 8.00 8.50

25+150 25+550   450.00 9.00 8.50

30+300 30+400   150.00 3.00 7.36

30+300 30+700   450.00 9.00 7.36

41+925 42+275   400.00 8.00 9.88

42+175 42+275   150.00 3.00 9.88

57+800 58+000   250.00 5.00 7.27

57+800 58+000   250.00 5.00 7.27

0

!250100

62+275 62+600   375.00 9.00 7.77 0.00

62+375 62+400   75.00 3.00 0.00 6.93

62+650 62+725   125.00 4.00 0.00 7.29

62+775 62+850   125.00 4.00 0.00 7.42

62+850 62+875   75.00 3.00 7.62 0.00

65+825 65+875   100.00 2.00 9.32

65+925 66+075   200.00 4.00 8.72

84+200 84+350   200.00 4.00 8.89

84+200 84+350   200.00 4.00 8.89

94+450 95+300   900.00 18.00 9.32

94+450 95+300   900.00 18.00 9.32

98+675 99+425   800.00 15.00 9.79

98+675 99+425   800.00 15.00 9.79

!85100

TOTAL 2!825100

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TOTAL (*+

0.00

24.96

40.35

40.35

33.26

33.26

29.96

29.96

17.05

17.05

32.01

32.01

7.73

7.73

7.73

7.73

7.87

7.87

27.95

27.95

13.28

13.28

6.64

6.64

7.04

7.04

7.04

7.04

34.68

34.68

5018

20.07

20.07

33.45

33.45

74.4837.24

29.79

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67.97

76.47

22.08

66.23

79.03

29.64

36.35

36.35

0.00

66216

69.93

20.79

29.16

29.70

22.86

18.64

34.86

35.58

35.58

167.72

167.72

146.79

146.79

2612

2!5816

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Revision Description   Date

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MI

EAST

LENG

Document: Prepared:   ROD

Confirmed 

JVECR-QUA-0004Date:   9/7/2015

Revision:

R0

 ______________ 

Checked

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LOT 05 - ECR-5-02-2283-R3

FILL GREATER THAN !00 M

C"#$%#' ()*+D$,#%.' (*+ /TD (UND+ LENGTH (*+ TOTAL (*+

I%$$# P' F$%# P'

0+300 0+425 125 3.50 4.00 14.00

49+350 49+400 50 2.00 4.00 8.00

72+725 72+800 75 2.50 4.00 10.00

TOTAL 250100 32100

FILL GREATER THAN 3!00 M AND LESS !00 M

C"#$%#' ()*+D$,#%.' (*+ /TD (UND+ LENGTH (*+ TOTAL (*+

I%$$# P' F$%# P'

0+425 0+475 50 2.00 3.50 7.00

14+150 14+375 225 5.50 3.50 19.25

30+250 30+400 150 4.00 3.50 14.00

31+775 31+925 150 4.00 3.50 14.00

37+050 37+300 250 6.00 3.50 21.00

46+725 46+775 50 2.00 3.50 7.00

49+275 49+350 75 2.50 3.50 8.7549+400 49+475 75 2.50 3.50 8.75

55+725 55+775 50 2.00 3.50 7.00

72+675 72+725 50 2.00 3.50 7.00

72+800 72+850 50 2.00 3.50 7.00

TOTAL 5100 2015

SUMMARY LOT 5

KER& ()* 2850100&O,ED CAE ()* 305150

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GENERAL SUMMARY FOR LOT 5 & LOT 6LOT 5 LOT 6 TOTAL

KER& ()*   2850 7800 10650

&O,ED CAE ()*   306 746 1052

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Checked Approved Date Approved  

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 Andrade Gutierrez/Odebrecht 

GOVERNMENT OF GHANA

NISTRY OF ROADS AND HIGHWAYS

GHANA HIGHWAY AUTHORITHY

ERN CORRIDOR ROAD - LOT 5 & LOT 6

H OF KERBS AND SLOPED CHANNELS

Checked: R!/JKA   Checked:

 Approved:   VC   Approved:

Date:

 Andrade Gutierrez/Odebrecht 

 ___ ______________________ 

 A""#$%ed

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LOT 06 - ECR-6-02-230-R3 4 ECR-6-02-2305-R2

FILL GREATER THAN !00 *

C"#$%#' ()*+/TD (UND+

I%$$# P' F$%# P'

25+250 25+475 225   5.50 4.00

30+425 30+575 150   4.00 4.00

42+000 42+175 175   4.50 4.00

42+250 42+275 25   1.50 4.00

65+900 66+050 150   4.00 4.00

84+250 84+300 50   2.00 4.00

99+050 99+175 125   3.50 4.00

TOTAL 00

FILL GREATER THAN 3!00 M AND LESS !00 M

C"#$%#' ()*+/TD (UND+

I%$$# P' F$%# P'

25+125 25+250 125 3.50 3.50

25+475 25+550 75 2.50 3.50

30+325 30+425 100 3.00 3.50

30+575 30+650 75 2.50 3.50

41+925 42+000 75 2.50 3.50

42+175 42+250 75 2.50 3.50

42+275 42+325 50 2.00 3.5057+800 58+125 325 7.50 3.50

65+825 65+900 75 2.50 3.50

66+050 66+075 25 1.50 3.50

74+250 74+350 100 3.00 3.50

76+650 76+800 150 4.00 3.50

81+450 81+500 50 2.00 3.50

84+225 84+250 25 1.50 3.50

84+300 84+350 50 2.00 3.50

94+400 95+375 975 20.50 3.50

98+675 99+050 375 8.50 3.5099+175 99+450 275 6.50 3.50

TOTAL 3000100

SUMMARY LOT 6

KER& ()* 800100

&O,ED CAE ()* 6100

D$,#%.'(*+

LENGTH(*+

D$,#%.'(*+

LENGTH(*+

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TOTAL (*+

22.00

16.00

18.00

6.00

16.00

8.00

14.00

00100

TOTAL (*+

12.25

8.75

10.50

8.75

8.75

8.75

7.0026.25

8.75

5.25

10.50

14.00

7.00

5.25

7.00

71.75

29.7522.75

23100

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