cartera de calculo a 030315 pello.xls

43
ALCANTARILLADO BARRANCAS POZOS ABSC. COTA COTA COTA C. EXC. ALT. C. EXC. EXC. EXC. VOL. TERR. TAPA BATEA POSO POZO SANJA SANJA POZOS ANCHO 1 121G 0.00 98.77 98.97 96.76 96.56 2.41 96.65 -2.21 4.44 100.457 P % = 0.25 1.69 0.80 98.77 96.76 96.65 -2.11 1 18.73 1.44 9.20 99.02 96.78 96.67 -2.34 1 23.11 1.48 19.20 98.98 96.81 96.70 -2.28 1 22.56 1.5 29.20 98.96 96.83 96.72 -2.23 1 22.20 1.5 39.20 98.96 96.86 96.75 -2.21 1 21.90 1.51 49.20 98.95 96.88 96.77 -2.17 1 20.29 1.42 58.40 99.04 96.91 96.80 -2.24 1 121F 59.20 99.04 99.24 96.91 96.71 2.53 96.80 -2.33 4.68 DH TUB. 58.00 -15.59 5 121F 0.00 99.04 99.04 96.93 96.82 P % = 0.28 1.48 0.80 98.98 96.93 96.82 -2.15 1 20.99 1.2 10.00 99.26 96.96 96.85 -2.41 1 25.74 0.84 20.00 99.62 96.99 96.88 -2.74 1 26.16 1.06 30.00 99.40 97.02 96.91 -2.49 1 25.33 0.95 40.00 99.51 97.04 96.93 -2.57 1 23.25 1.42 50.00 99.04 97.07 96.96 -2.08 1 18.70 1.48 59.20 98.98 97.10 96.99 -1.99 1 121E 60.00 98.98 98.98 97.10 96.90 2.08 96.99 -2.08 4.18 DH TUB. 58.80 -16.43 7 121E 0.00 98.98 99.18 97.10 P % = 0.25 1.48 0.80 98.98 97.10 96.99 -1.98 1 16.23 1.47 9.00 98.99 97.12 97.01 -1.97 1 20.42 1.31 19.00 99.15 97.15 97.04 -2.11 1 22.36 1.03 29.00 99.43 97.17 97.06 -2.36 1 24.56 0.82 39.00 99.64 97.20 97.09 -2.55 1 26.66 0.56 49.00 99.90 97.22 97.11 -2.78 1 28.15

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Page 1: CARTERA DE CALCULO A 030315 pello.xls

ALCANTARILLADO BARRANCAS

POZOSABSC. COTA COTA COTA C. EXC. ALT. C. EXC. EXC. EXC. VOL. POZOS

TERR. TAPA BATEA POSO POZO SANJA SANJA POZOS ANCHO PROY/DOS

1

121G 0.00 98.77 98.97 96.76 96.56 2.41 96.65 -2.21 4.44 1

100.457 P % = 0.25

1.69 0.80 98.77 96.76 96.65 -2.11 1

18.73

1.44 9.20 99.02 96.78 96.67 -2.34 1

23.11

1.48 19.20 98.98 96.81 96.70 -2.28 1

22.56

1.5 29.20 98.96 96.83 96.72 -2.23 1

22.20

1.5 39.20 98.96 96.86 96.75 -2.21 1

21.90

1.51 49.20 98.95 96.88 96.77 -2.17 1

20.29

1.42 58.40 99.04 96.91 96.80 -2.24 1

121F 59.20 99.04 99.24 96.91 96.71 2.53 96.80 -2.33 4.68 1

DH TUB. 58.00 -15.59 5

121F 0.00 99.04 99.04 96.93 96.82

P % = 0.28

1.48 0.80 98.98 96.93 96.82 -2.15 1

20.99

1.2 10.00 99.26 96.96 96.85 -2.41 1

25.74

0.84 20.00 99.62 96.99 96.88 -2.74 1

26.16

1.06 30.00 99.40 97.02 96.91 -2.49 1

25.33

0.95 40.00 99.51 97.04 96.93 -2.57 1

23.24

1.42 50.00 99.04 97.07 96.96 -2.08 1

18.70

1.48 59.20 98.98 97.10 96.99 -1.99 1

121E 60.00 98.98 98.98 97.10 96.90 2.08 96.99 -2.08 4.18 1

DH TUB. 58.80 -16.43 7

121E 0.00 98.98 99.18 97.10

P % = 0.25

1.48 0.80 98.98 97.10 96.99 -1.98 1

16.23

1.47 9.00 98.99 97.12 97.01 -1.97 1

20.42

1.31 19.00 99.15 97.15 97.04 -2.11 1

22.36

1.03 29.00 99.43 97.17 97.06 -2.36 1

24.56

0.82 39.00 99.64 97.20 97.09 -2.55 1

26.66

0.56 49.00 99.90 97.22 97.11 -2.78 1

28.15

Page 2: CARTERA DE CALCULO A 030315 pello.xls

0.47 59.00 99.99 97.25 97.14 -2.85 1

28.95

0.35 69.00 100.11 97.27 97.16 -2.94 1

27.38

0.26 78.20 100.20 97.30 97.19 -3.01 1

121D 79.00 100.20 100.20 97.30 97.10 3.10 97.19 -3.10 1

DH TUB. 77.80 -22.56 9

0.00 POZO EXISTENTE

121D 1.14 100.20 100.20 97.30 97.19

P % = 0.25

1.94 100.20 97.30 97.19 -3.00 1

24.26

10 100.23 97.32 97.21 -3.01 1

30.14

20 100.25 97.35 97.24 -3.01 1

30.61

30 100.37 97.37 97.26 -3.11 1

31.12

40 100.40 97.40 97.29 -3.12 1

31.13

50 100.42 97.42 97.31 -3.11 1

31.18

60 100.46 97.45 97.34 -3.13 1

30.54

70 100.35 97.47 97.36 -2.98 2

29.67

80 100.34 97.50 97.39 -2.95 3

29.42

90 100.35 97.52 97.41 -2.93 4

29.28

100 100.36 97.55 97.44 -2.92 5

29.14

110 100.37 97.57 97.46 -2.90 6

3.94

111.34 100.44 97.58 97.47 -2.97 7

126A 112.14 100.44 100.64 97.58 97.38 3.26 97.47 -3.06 6.16 1

DH REAL 111.00 -39.16 34

DH TUB. 109.80

126A 0 100.44 100.64 97.58 97.47

P % = 0.24

0.80 100.44 178.96 97.58 97.47 -2.97 1

27.09

10 100.41 178.96 97.60 97.49 -2.92 1

29.25

20 100.45 178.64 97.63 97.52 -2.93 1

29.26

30 100.47 178.49 97.65 97.54 -2.92 1

29.31

40 100.51 178.49 97.68 97.57 -2.94 1

29.65

50 100.58 178.49 97.70 97.59 -2.99 1

30.22

60 100.67 179.49 97.73 97.62 -3.05 1

30.27

70 100.64 180.49 97.75 97.64 -3.00 1

Page 3: CARTERA DE CALCULO A 030315 pello.xls

20.67

77.14 100.45 180.49 97.77 97.66 -2.79 1

124B 77.94 100.45 100.65 97.77 97.57 3.08 97.66 -2.88 5.79 1

DH TUB. 76.74 -26.52 9

124B 0 100.45 100.65 97.77 97.66

P % = 0.26

0.80 100.45 97.77 97.66 -2.79 1

24.74

10 100.28 97.80 97.69 -2.59 1

24.64

20 100.05 97.82 97.71 -2.34 1

22.22

30 99.85 97.85 97.74 -2.11 1

15.58

37.49 99.81 97.87 97.76 -2.05 1

124A 38.29 99.81 100.01 97.87 97.67 2.34 97.76 -2.14 4.31 1

DH TUB. 37.09 -11.88 3

124A 0.00 99.81 100.01 97.87 97.76

P % = 0.25

0.80 99.81 97.87 97.76 -2.05 1

18.00

10 99.65 97.90 97.79 -1.86 1

17.93

20 99.53 97.92 97.81 -1.72 1

17.06

30 99.52 97.95 97.84 -1.69 1

16.31

40 99.43 97.97 97.86 -1.57 1

8.16

45 99.38 97.98 97.87 -1.51 1

6.92

50 99.32 98.00 97.89 -1.44 1

14.32

60 99.34 98.02 97.91 -1.43 1

13.60

70 99.23 98.05 97.94 -1.30 1

13.08

80 99.28 98.07 97.96 -1.32 1

12.86

90 99.24 98.10 97.99 -1.25 1

12.76

100 99.31 98.12 98.01 -1.30 1

16.08

110.76 99.72 98.15 98.04 -1.69 1

122A 111.56 99.72 99.92 98.15 97.95 1.97 98.04 -1.77 3.57 1

DH TUB. 110.36 -20.12 13.00

122A 0 99.72 99.72 98.17 98.06

P % = 0.33

0.80 99.72 98.17 98.06 -1.66 1

14.62

10 99.61 98.20 98.09 -1.52 1

15.41

Page 4: CARTERA DE CALCULO A 030315 pello.xls

20 99.69 98.24 98.13 -1.56 1

15.72

30 99.74 98.27 98.16 -1.58 1

16.42

40 99.90 98.30 98.19 -1.71 1

17.06

50 99.93 98.33 98.22 -1.71 1

17.32

60 100.01 98.37 98.26 -1.76 1

17.04

69.71 100.04 98.40 98.29 -1.75 1

121B 70.51 100.04 100.24 98.40 98.20 2.04 98.29 -1.84 3.70 1

DH TUB. 69.31 -13.24 8.00

121B 0 100.04 100.04 98.42 98.22 98.31

P % = 0.33

0.80 100.04 98.42 98.31 -1.73 1

16.14

10 100.12 98.45 98.34 -1.78 1

17.26

20 100.05 98.49 98.38 -1.67 1

16.88

30 100.11 98.52 98.41 -1.71 1

16.89

40 100.11 98.55 98.44 -1.67 1

16.94

50 100.19 98.58 98.47 -1.72 1

16.99

60 100.19 98.62 98.51 -1.68 1

16.90

70 100.24 98.65 98.54 -1.70 1

16.70

80 100.21 98.68 98.57 -1.64 1

17.20

90 100.40 98.71 98.60 -1.80 1

18.31

100 100.50 98.75 98.64 -1.86 1

18.63

110 100.53 98.78 98.67 -1.86 1

4.89

112.64 100.52 98.79 98.68 -1.84 1

121A 113.44 100.52 100.72 98.79 98.59 2.13 98.68 -1.93 3.88 1

DH TUB. 112.24 -22.66 13.00

121A 0 100.52 100.72 98.81 98.61 98.70

P % = 0.32

0.80 100.52 98.81 98.70 -1.82 1

10.54

6 100.76 98.83 98.72 -2.04 1

7.64

10 100.79 98.84 98.73 -2.06 1

20.66

20 100.84 98.87 98.76 -2.07 1

21.31

30 100.98 98.90 98.79 -2.19 1

Page 5: CARTERA DE CALCULO A 030315 pello.xls

22.14

40 101.07 98.94 98.83 -2.24 1

22.20

50 101.06 98.97 98.86 -2.20 1

21.94

60 101.08 99.00 98.89 -2.19 1

26.77

72.07 101.17 99.04 98.93 -2.25 1

120B 72.87 101.17 101.37 99.04 98.84 2.53 98.93 -2.33 4.69 1

DH TUB. 71.67 -19.05 9.00

120B 0.00 101.17 101.37 99.06 98.95

P % = 0.31

0.80 101.17 99.06 98.95 -2.22 1

23.11

11.05 101.27 99.09 98.98 -2.29 1

23.17

21.11 101.34 99.13 99.02 -2.32 1

23.01

30.97 101.39 99.16 99.05 -2.34 1

25.44

40.98 101.82 99.19 99.08 -2.74 1

30.45

50.96 102.47 99.22 99.11 -3.36 1

34.95

60.96 102.77 99.25 99.14 -3.63 1

194.82

40.00 114.03 99.18 99.07 -14.96 1

187.39

60.16 102.77 99.25 99.14 -3.63 1

111B 60.96 102.77 102.97 99.25 99.05 3.92 99.14 -3.72 7.48 1

DH TUB. 59.76 -37.49 9.00

111B 0 102.77 102.97 99.27 99.16

P % = 0.34

0.80 102.77 99.27 99.16 -3.61 1

19.57

6.32 102.67 99.29 99.18 -3.49 1

32.83

16.33 102.28 99.32 99.21 -3.07 1

9.80

19.53 102.29 99.34 99.23 -3.06 1

20.90

26.28 102.38 99.36 99.25 -3.13 1

30.34

36.24 102.25 99.39 99.28 -2.97 1

53.46

56.20 101.74 99.46 99.35 -2.39 1

17.14

63.10 101.95 99.48 99.37 -2.58 1

16.22

69.61 101.79 99.50 99.39 -2.40 1

4.42

71.68 101.27 99.51 99.40 -1.87 1

1.76

Page 6: CARTERA DE CALCULO A 030315 pello.xls

72.86 100.52 99.51 99.40 -1.11 1

1.71

74.81 100.06 99.52 99.41 -0.64 1

1.13

76.22 100.39 99.53 99.42 -0.97 1

1.14

77.18 100.81 99.53 99.42 -1.39 1

2.70

78.83 101.32 99.53 99.42 -1.90 1

4.14

80.75 101.82 99.54 99.43 -2.39 1

12.83

86.09 101.86 99.56 99.45 -2.41 1

21.81

95.98 101.49 99.59 99.48 -2.00 1

23.35

105.90 102.22 99.63 99.52 -2.70 1

26.27

115.24 102.47 99.66 99.55 -2.92 1

111A 116.04 102.47 102.67 99.66 99.46 3.21 99.55 -3.01 6.05 1

DH TUB. 114.84 -47.01 5.00

111A 0 102.47 102.67 99.88 99.68 99.77

P % = 0.89

0.80 102.47 99.89 99.78 -2.69 1

11.21

4.98 102.48 99.92 99.81 -2.67 1

13.25

9.87 102.61 99.97 99.86 -2.75 1

13.22

15.37 101.98 100.02 99.91 -2.07 1

23.13

26.45 102.11 100.12 100.01 -2.11 1

16.65

35.29 101.74 100.20 100.09 -1.66 1

15.84

45.28 101.69 100.29 100.18 -1.51 1

16.05

55.32 101.95 100.37 100.26 -1.69 1

17.46

65.32 102.16 100.46 100.35 -1.81 1

5.37

68.29 102.19 100.49 100.38 -1.81 1

11.28

75.26 101.87 100.55 100.44 -1.43 1

13.01

85.26 101.71 100.64 100.53 -1.18 1

12.94

95.21 102.05 100.73 100.62 -1.42 1

13.89

105.20 102.07 100.82 100.71 -1.36 1

13.11

114.33 102.31 100.90 100.79 -1.52 1

110E 115.13 102.31 102.51 100.91 100.80

DH TUB. 113.93 -27.65 15.00

Page 7: CARTERA DE CALCULO A 030315 pello.xls

111A 0 102.47 102.67 99.64 99.53

P % = -0.88

0.80 102.47 99.63 99.52 -2.95 1

24.82

10 101.89 99.55 99.44 -2.45 1

23.57

20 101.62 99.46 99.35 -2.27 1

22.44

30 101.49 99.38 99.27 -2.22 1

23.17

40 101.59 99.29 99.18 -2.41 1

23.65

50 101.41 99.20 99.09 -2.32 1

26.46

61.86 101.13 99.10 98.99 -2.14 1

120A 62.66 101.14 101.34 99.09 98.98

DH TUB. 61.46 -16.76 7.00

120A 0.00 101.14 101.34 99.07 98.87 2.47 98.96 -2.27 4.56 1

P % = -0.90

0.80 101.14 99.06 98.95 -2.19 1

18.99

10 100.81 98.98 98.87 -1.94 1

19.23

20 100.69 98.89 98.78 -1.91 1

19.38

30 100.66 98.80 98.69 -1.97 1

19.71

40 100.57 98.71 98.60 -1.97 1

18.31

50 100.20 98.62 98.51 -1.69 1

17.46

60 100.22 98.53 98.42 -1.80 1

19.80

71.27 100.03 98.43 98.32 -1.71 1

121B 72.07 100.03 100.23 98.42 98.31

DH TUB. 70.87 -15.18 8.00

119C 0.00 101.35 101.35 100.33 100.22

P % = -2.73

0.80 101.35 100.31 100.20 -1.15 1

10.13

10 101.00 100.06 99.95 -1.05 1

11.28

20 100.88 99.78 99.67 -1.20 1

12.27

30 100.65 99.51 99.40 -1.25 1

13.24

40 100.53 99.24 99.13 -1.40 1

14.83

50 100.42 98.97 98.86 -1.57 1

17.05

60 100.42 98.69 98.58 -1.84 1

18.54

Page 8: CARTERA DE CALCULO A 030315 pello.xls

69.94 100.20 98.42 98.31 -1.89 1

123A 70.74 100.20 100.40 98.40 98.29

DH TUB. 69.54 -7.62 6.00

123A 0 100.20 100.40 98.27 98.07 2.33 98.16 -2.13 4.28 1

P % = -0.49

0.80 100.20 98.27 98.16 -2.04 1

18.56

10 100.10 98.22 98.11 -1.99 1

19.93

20 100.06 98.17 98.06 -2.00 1

19.74

30 99.97 98.12 98.01 -1.95 1

19.57

40 99.93 98.07 97.96 -1.96 1

19.68

50 99.89 98.03 97.92 -1.97 1

19.97

60 99.89 97.98 97.87 -2.02 1

21.43

70.67 99.81 97.92 97.81 -2.00 1

124A 71.47 99.81 100.01 97.92 97.81

DH TUB. 70.27 -15.94 8.00

119B 0 101.61 101.81 99.84

P % = -1.55

0.80 101.61 99.83 99.72 -1.89 1

16.94

10 101.36 99.69 99.58 -1.79 1

18.45

20 101.32 99.53 99.42 -1.90 1

19.78

30 101.32 99.38 99.27 -2.06 1

20.93

40 101.24 99.22 99.11 -2.13 1

21.87

50 101.20 99.07 98.96 -2.24 1

22.49

60 101.06 98.91 98.80 -2.26 1

29.85

72.83 101.00 98.71 98.60 -2.40 1

125A 73.63 101.00 101.20 98.70 98.59

DH TUB. 72.43 -16.67 8.00

125A 0 101.00 101.20 98.17 97.97 3.23 98.06 -3.03 6.09 1

P % = -0.75

0.80 101.00 98.16 98.05 -2.95 1

27.09

10 100.93 98.09 97.98 -2.94 1

29.57

20 100.88 98.02 97.91 -2.97 1

29.76

30 100.82 97.94 97.83 -2.98 1

Page 9: CARTERA DE CALCULO A 030315 pello.xls

29.53

40 100.68 97.87 97.76 -2.92 1

29.04

50 100.57 97.79 97.68 -2.88 1

29.17

60 100.56 97.72 97.61 -2.95 1

31.49

70.74 100.44 97.64 97.53 -2.91 1

126A 71.54 100.44 100.64 97.63 97.52

DH TUB. 70.34 -23.51 8.00

119C 0 101.35 101.35 100.34

P % = -1.14

0.80 101.35 100.33 100.22 -1.13 1

2.56

3.11 101.29 100.30 100.19 -1.09 1

6.52

10 100.92 100.23 100.12 -0.80 1

7.30

20 100.66 100.11 100.00 -0.66 1

7.06

30 100.64 100.00 99.89 -0.75 1

8.01

40 100.62 99.89 99.78 -0.85 1

8.73

50 100.56 99.77 99.66 -0.90 1

9.40

60 100.53 99.66 99.55 -0.98 1

10.32

70 100.52 99.54 99.43 -1.08 1

11.37

80 100.51 99.43 99.32 -1.19 1

12.31

90 100.48 99.32 99.21 -1.27 1

13.85

100 100.59 99.20 99.09 -1.50 1

16.79

109.20 101.14 99.10 98.99 -2.15 1

120A 110.00 101.14 101.34 99.09 98.98

DH TUB. 108.80 -14.36 13.00

120A 0 101.14 101.34 99.19

P % = 0.43

0.80 101.14 99.19 99.08 -2.06 1

7.78

4.80 100.93 99.21 99.10 -1.83 1

9.11

10 100.79 99.23 99.12 -1.67 1

15.66

20 100.63 99.28 99.17 -1.46 1

14.47

30 100.64 99.32 99.21 -1.43 1

14.44

40 100.71 99.36 99.25 -1.46 1

Page 10: CARTERA DE CALCULO A 030315 pello.xls

14.37

50 100.71 99.41 99.30 -1.42 1

14.04

60 100.73 99.45 99.34 -1.39 1

14.10

70 100.81 99.49 99.38 -1.43 1

14.50

80 100.90 99.53 99.42 -1.47 1

14.90

90 100.98 99.58 99.47 -1.51 1

15.39

100 101.08 99.62 99.51 -1.57 1

15.89

110 101.16 99.66 99.55 -1.61 1

12.41

117.77 101.17 99.70 99.59 -1.58 1

120B 118.57 101.17 99.70

DH TUB. 117.37

120C 0 101.29 99.42

P % = 0.35

0.80 101.29 99.42 99.31 -1.98 1

18.16

10 101.31 99.45 99.34 -1.97 1

18.81

20 101.17 99.49 99.38 -1.79 1

17.09

30 101.04 99.52 99.41 -1.62 1

16.14

40 101.05 99.56 99.45 -1.60 1

16.00

50 101.08 99.59 99.48 -1.60 1

15.43

60 101.01 99.63 99.52 -1.49 1

14.80

70 101.02 99.66 99.55 -1.47 1

14.62

80 101.04 99.70 99.59 -1.45 1

14.29

90 101.03 99.73 99.62 -1.40 1

13.54

100 100.96 99.77 99.66 -1.30 1

12.46

109.53 101.00 99.80 99.69 -1.31 1

125A 110.33 101.00 101.20 99.80

DH TUB. 109.13 -19.00 12.00

125A 0 101.00 101.20 98.90

P % = 0.76

0.80 101.00 98.91 98.80 -2.21 1

19.82

10 100.97 98.98 98.87 -2.10 1

20.58

20 100.96 99.05 98.94 -2.01 1

19.38

Page 11: CARTERA DE CALCULO A 030315 pello.xls

30 100.88 99.13 99.02 -1.86 1

17.97

40 100.83 99.20 99.09 -1.73 1

16.86

50 100.81 99.28 99.17 -1.64 1

16.13

60 100.84 99.36 99.25 -1.59 1

3.55

62.22 100.88 99.37 99.26 -1.61 1

123B 63.02 100.88 101.08 99.38 99.18 1.90 99.27 -1.70 3.42 1

DH TUB. 61.82 -14.76 8.00

123B 0 100.88 100.88 99.38 99.27

P % = -1.92

0.80 100.88 99.36 99.25 -1.63 1

15.34

10 100.79 99.19 99.08 -1.71 1

17.72

20 100.72 99.00 98.89 -1.83 1

17.90

30 100.44 98.80 98.69 -1.74 1

17.92

40 100.34 98.61 98.50 -1.84 1

18.97

50.17 100.20 98.42 98.31 -1.89 1

123A 50.97 100.23 100.43 98.40

DH TUB. 49.77 -10.64 6.00

123A 0 100.23 100.43 98.29

P % = 0.50

0.80 100.23 98.29 98.18 -2.05 1

18.78

10 100.27 98.34 98.23 -2.04 1

19.59

20 100.16 98.39 98.28 -1.88 1

18.26

30 100.10 98.44 98.33 -1.77 1

17.28

40 100.06 98.49 98.38 -1.68 1

16.79

50 100.11 98.54 98.43 -1.68 1

16.12

60 100.03 98.59 98.48 -1.55 1

15.06

70 99.99 98.64 98.53 -1.46 1

14.38

80 99.99 98.69 98.58 -1.41 1

13.87

90 99.99 98.74 98.63 -1.36 1

13.39

100 100.00 98.79 98.68 -1.32 1

14.72

111.24 100.04 98.85 98.74 -1.30 1

121B 112.04 100.04 100.04 98.85

Page 12: CARTERA DE CALCULO A 030315 pello.xls

DH TUB. 110.84

123B 0 100.88 101.08 99.30 99.19

P % = -1.47

0.80 100.88 99.29 99.18 -1.70 1

16.52

10 100.93 99.15 99.04 -1.89 1

19.83

20 100.97 99.01 98.90 -2.08 1

21.61

30 100.99 98.86 98.75 -2.24 1

23.10

40 100.98 98.71 98.60 -2.38 1

24.21

50 100.92 98.56 98.45 -2.47 1

23.95

60 100.63 98.42 98.31 -2.32 1

22.91

70 100.42 98.27 98.16 -2.26 1

5.85

72.55 100.45 98.23 98.12 -2.33 1

124B 73.35 100.45 100.65 98.22 98.11

DH TUB. 72.15 -19.66 9.00

M2 1.89 103.351 101.46

119C 0 101.35 101.55 100.33 100.13 1.42 100.22 -1.22 2.45 1

P % = -0.43

0.80 101.35 100.33 100.22 -1.13 1

12.13

1.67 10 101.68 100.29 100.18 -1.50 1

14.21

1.88 20 101.47 100.24 100.13 -1.34 1

14.89

1.62 30 101.73 100.20 100.09 -1.64 1

16.83

1.58 40 101.77 100.16 100.05 -1.72 1

18.36

1.40 50 101.95 100.11 100.00 -1.95 1

18.79

1.58 60 101.77 100.07 99.96 -1.81 1

18.68

1.51 70 101.84 100.03 99.92 -1.92 1

19.26

1.55 80 101.80 99.98 99.87 -1.93 1

18.99

1.65 90 101.70 99.94 99.83 -1.87 1

41.80

1.74 112.30 101.61 99.84 99.73 -1.88 1

119B 113.10 101.61 101.81 99.84 99.64 2.17 99.73 -1.97 3.96 1

DH TUB. 111.90 -18.70 11.00

119B 0 101.61 101.61 99.99 99.88

P % = -0.30

1.74 0.80 101.61 99.99 99.88 -1.73 1

17.09

Page 13: CARTERA DE CALCULO A 030315 pello.xls

1.52 10 101.83 99.96 99.85 -1.98 1

20.26

1.46 20 101.89 99.93 99.82 -2.07 1

20.36

1.56 30 101.79 99.90 99.79 -2.00 1

19.55

1.68 40 101.67 99.87 99.76 -1.91 1

18.75

1.78 50 101.57 99.84 99.73 -1.84 1

17.95

1.9 60 101.45 99.81 99.70 -1.75 1

17.15

2 70 101.35 99.78 99.67 -1.68 1

16.55

2.08 80 101.27 99.75 99.64 -1.63 1

16.19

2.13 90 101.22 99.72 99.61 -1.61 1

16.24

2.13 100 101.22 99.69 99.58 -1.64 1

16.26

2.02 109.52 101.33 99.66 99.55 -1.78 1

3.69

119A 110.32 101.33 101.53 99.66

DH TUB. 109.12 -21.62 12.00

119A 0 101.33 101.53 99.64 99.44 2.09 99.53 -1.89 3.80 1

P % = -0.55

0.80 101.33 99.64 99.53 -1.81 1

20.15

1.3 10 102.05 99.58 99.47 -2.58 1

25.84

1.34 20 102.01 99.53 99.42 -2.59 1

25.59

1.46 30 101.89 99.47 99.36 -2.53 1

24.94

1.58 40 101.77 99.42 99.31 -2.46 1

24.24

1.71 50 101.64 99.36 99.25 -2.39 1

24.34

1.67 60 101.68 99.31 99.20 -2.48 1

25.34

1.62 70 101.73 99.25 99.14 -2.59 1

25.89

1.67 80 101.68 99.20 99.09 -2.59 1

26.79

1.55 90 101.80 99.14 99.03 -2.77 1

27.59

1.62 100 101.73 99.09 98.98 -2.75 1

67.89

1.67 124.30 101.68 98.96 98.85 -2.84 1

4.4

121B 125.10 101.68 101.68 98.95

DH TUB. 123.90 5441.35 20

DH TOTAL 2494.85 TOTAL

TUBERIA 8" 2460.05 0.00 VOL. POZOS

VOL. ZANJA

Page 14: CARTERA DE CALCULO A 030315 pello.xls

DESCAPOTE 4365.99 ARENA

RELLENO

L.R DE TUBERIA 1086.32 1434.32

56.776

56.776

Page 15: CARTERA DE CALCULO A 030315 pello.xls

ALCANTARILLADO BARRANCAS

ALT. EXC. ABOCADAS

CILINDRO PROM. POZO EXT. EJECUTADOS FEBRERO

2.01

2.11

2.34

2.282.227

2.23

2.21

2.17

2.24

2.13

-3.34

2.15

2.41

2.742.35

2.49

2.57

2.08

1.99

1.68

-2.35

1.98

1.97

2.11

2.36 2.5069

2.55

2.78

Page 16: CARTERA DE CALCULO A 030315 pello.xls

2.85

2.94

3.01

2.70

-2.51

3.00

3.01

3.01

3.11

3.12

3.113.01

3.13

2.98

2.95

2.93

2.92

2.90

2.97

2.86

-1.15

2.97

2.92

2.93

2.922.946

2.94

2.99

3.05

3.00

Page 17: CARTERA DE CALCULO A 030315 pello.xls

2.79

2.68

-2.95

2.79

2.592.3755

2.34

2.11

2.05

1.94

-4.16

2.05

1.86

1.72

1.69

1.571.55

1.51

1.44

1.43

1.30

1.32

1.25

1.30

1.69

1.57

-1.55

1.66

1.52

Page 18: CARTERA DE CALCULO A 030315 pello.xls

1.56

1.58

1.71

1.71

1.76

1.75

1.64

-1.66

1.73

1.78

1.67

1.71

1.67

1.72

1.68

1.70

1.64

1.80

1.86

1.86

1.84

1.73

-1.74

1.82

2.04

2.06

2.07

2.19

Page 19: CARTERA DE CALCULO A 030315 pello.xls

2.24

2.20

2.19

2.25

2.13

-2.12

2.22

2.29

2.32

2.34

2.74

3.36

3.63

14.96

3.63

3.52

-4.17

3.61

3.49

3.07

3.06

3.13

2.97

2.39

2.58

2.40

1.87

Page 20: CARTERA DE CALCULO A 030315 pello.xls

1.11

0.64

0.97

1.39

1.90

2.39

2.41

2.00

2.70

2.92

2.81

-9.40

2.69

2.67

2.75

2.07

2.11

1.66

1.51

1.69

1.81

1.81

1.43

1.18

1.42

1.36

1.52

1

-1.84

Page 21: CARTERA DE CALCULO A 030315 pello.xls

2.95

2.45

2.27

2.22

2.41

2.32

2.14

-2.39

2.07

2.19

1.94

1.91

1.97

1.97

1.69

1.80

1.71

-1.90

1

1.15

1.05

1.20

1.25

1.40

1.57

1.84

Page 22: CARTERA DE CALCULO A 030315 pello.xls

1.89

-1.27

1.93

2.04

1.99

2.00

1.95

1.96

1.97

2.02

2.00

-1.99

1

1.89

1.79

1.90

2.06

2.13

2.24

2.26

2.40

-2.08

2.83

2.95

2.94

2.97

2.98

Page 23: CARTERA DE CALCULO A 030315 pello.xls

2.92

2.88

2.95

2.91

-2.94

1

1.13

1.09

0.80

0.66

0.75

0.85

0.901.10

0.98

1.08

1.19

1.27

1.50

2.15

-1.10

2.06

1.83

1.67

1.46

1.43

1.46

Page 24: CARTERA DE CALCULO A 030315 pello.xls

1.42

1.391.56361

1.43

1.47

1.51

1.57

1.61

1.58

1.98

1.97

1.79

1.62

1.60 1.58338652376205

1.60

1.49

1.47

1.45

1.40

1.30

1.31

-1.58

2.21

2.10

2.01

Page 25: CARTERA DE CALCULO A 030315 pello.xls

1.86 1.84

1.73

1.64

1.59

1.61

1.50

-1.84

1.63

1.71

1.83 1.77

1.74

1.84

1.89

-1.77

2.05

2.04

1.88

1.77

1.68

1.681.587

1.55

1.46

1.41

1.36

1.32

1.30

Page 26: CARTERA DE CALCULO A 030315 pello.xls

1.70

1.89

2.08

2.24

2.38

2.47

2.32

2.26

2.33

-2.18

1.02

1.13

1.50

1.34

1.64

1.72

1.95

1.81

1.92

1.93

1.87

1.88

1.77

-1.70

1.73

Page 27: CARTERA DE CALCULO A 030315 pello.xls

1.98

2.07

2.00

1.91

1.84

1.75

1.68

1.63

1.61

1.64

1.78

-1.80

1.69

1.81

2.58

2.59

2.53

2.46

2.39

2.48

2.59

2.59

2.77

2.75

2.84

1

5

VOLUMEN 5441.35

74.75 LONGITUD5366.60

Page 28: CARTERA DE CALCULO A 030315 pello.xls

246.01

5120.59 VOLUMEN TOTALLONGITUD TOTALVOLUMEN POZOSVOLUMEN DE ARENA TUBERIA DE 8 ``CAJILLAS VOLUMEN RELLENOTUVERIA DE 6``DESMONTE Y LIMPIEZALOCALIZACION Y REPLANTEO TOPOGRAFICO

Page 29: CARTERA DE CALCULO A 030315 pello.xls

131.838971428571

140.86

198.043

Page 30: CARTERA DE CALCULO A 030315 pello.xls

337.875816297297

229.641

Page 31: CARTERA DE CALCULO A 030315 pello.xls

90.956

172.685

Page 32: CARTERA DE CALCULO A 030315 pello.xls

121.468

Page 33: CARTERA DE CALCULO A 030315 pello.xls

185.397

174.6950

Page 34: CARTERA DE CALCULO A 030315 pello.xls

116.245

90.427

177.760

Page 35: CARTERA DE CALCULO A 030315 pello.xls

2167.89591605956

1103.06

Page 36: CARTERA DE CALCULO A 030315 pello.xls

ACTUAL FALTANTE3043.05 M31451.06 ML

74.75 ML145.106 M31451.06 ML

77 UNI2841.17 M3

535.3 ML16,488 M2

46

Page 37: CARTERA DE CALCULO A 030315 pello.xls

REPUBLICA DE COLOMBIADEPARATAMENTO DE LA GUAJIRA

MUNICIPIO DE BARRANCAS

OBJETO:

PRESUPUESTO DE OBRA

ITEM DESCRIPCION U/M CANT.1.0 PRELIMINARES

1.1. Localizacion y Replanteo ML 2,494.851.2. Corte de Pavimento en Concreto ML1.3. Demolición y retiro de pavimento rigido M21.4. Entibado temporal M2

2.0 EXCAVACIONES Y NIVELACION2.1. Excavación macánica sin clasificar M3 5,366.602.1. Nivelación fondo de Zanja ML 2,460.05

3.0 SUMINISTRO E INSTALACION

3.1. ML 2,460.054.0 RELLENO

4.1. M3 5,120.595.0 DOMICILIARIAS

5.1. UND5.2. Kit silla yee 8" x 6" UND

6.0 POZOS DE INSPECCION (Manhole)

6.1. Construcción de Manhole de h= 0 a 3.5 m UND 20

6.2. UND 57.0 CONCRETOS

7.1. M2 0.00

8.0 LIMPIEZA

8.1. Limpieza general y retiro de escombros GLB 1

CONSTRUCCION REDES DE ALCANTARILLADO EN DIFERENTES SECTORES DE LA CABECERA MUNICIPAL DE BARRANCAS-LA GUAJIRA ASI: TRAMO 1- Carrera 13 A entre calles 18 A y 19, TRAMO 2- Calle 19 entre carreras 13 A Y 14, TRAMO 3- Carrera 14 entre calles 19 y 19A, TRAMO 4- Carrera 12 entre Diag. 17 y Calle 23 A, TRAMO 5- Diagonal 19 entre Transv. 10 y 12, TRAMO 6- Calle 2 entre carreras 11 y 12, TRAMO 7-Reposición redes en la Carrera 12 entre Calles 8 y 9, TRAMO 8- Calle 23 entre Carreras 12 y 12 A, TRAMO 9- Carrera 12 A entre Calles 20 y 23, TRAMO 10- Carrera 6 entre Calles 24 y 26, TRAMO 11- Transversal 10 entre Carrera 7 y Calle 23.

Suministro e Instalación de Tubería A.N. de 8", incluye capa de arena de e= 0,10m

Relleno con material de sitio, compactado con vibrocompactador manual (Rana)

Construcción de Acometidas domiciliarias en tubería PVC DE 6" para agus negras, incluye excavación

Perforación y abocada de Manhole existente para conexión nuevas tuberías y resna menor de 400 mm

Pavimento en concreto e=0,18 m (3000 psi)

Page 38: CARTERA DE CALCULO A 030315 pello.xls

TOTAL

Page 39: CARTERA DE CALCULO A 030315 pello.xls

REPUBLICA DE COLOMBIADEPARATAMENTO DE LA GUAJIRA

MUNICIPIO DE BARRANCAS

PRESUPUESTO DE OBRA

VR. UNITARIO VR. TOTAL

CONSTRUCCION REDES DE ALCANTARILLADO EN DIFERENTES SECTORES DE LA CABECERA MUNICIPAL DE BARRANCAS-LA GUAJIRA ASI: TRAMO 1- Carrera 13 A entre calles 18 A y 19, TRAMO 2- Calle 19 entre carreras 13 A Y 14, TRAMO 3- Carrera 14 entre calles 19 y 19A, TRAMO 4- Carrera 12 entre Diag. 17 y Calle 23 A, TRAMO 5- Diagonal 19 entre Transv. 10 y 12, TRAMO 6- Calle 2 entre carreras 11 y 12, TRAMO 7-Reposición redes en la Carrera 12 entre Calles 8 y 9, TRAMO 8- Calle 23 entre Carreras 12 y 12 A, TRAMO 9- Carrera 12 A entre Calles 20 y 23, TRAMO 10- Carrera 6 entre Calles 24 y 26, TRAMO 11-

Page 40: CARTERA DE CALCULO A 030315 pello.xls

TOTAL

Page 41: CARTERA DE CALCULO A 030315 pello.xls

ulse INTRO para continuar: en punto, X=977109.865 Y=1705319.524 Z= 101.359 en punto, X=977110.052 Y=1705322.631 Z= 101.286 en punto, X=977110.465 Y=1705329.504 Z= 100.919 en punto, X=977111.062 Y=1705339.419 Z= 100.660 en punto, X=977111.669 Y=1705349.515 Z= 100.643 en punto, X=977112.266 Y=1705359.418 Z= 100.623 en punto, X=977112.869 Y=1705369.435 Z= 100.560 en punto, X=977113.473 Y=1705379.478 Z= 100.530 en punto, X=977114.070 Y=1705389.407 Z= 100.517 en punto, X=977114.668 Y=1705399.346 Z= 100.512 en punto, X=977115.268 Y=1705409.313 Z= 100.478 en punto, X=977115.868 Y=1705419.287 Z= 100.592 en punto, X=977116.471 Y=1705429.326 Z= 0.000 en punto, X=977116.723 Y=1705434.108 Z= 100.934 en punto, X=977116.942 Y=1705439.351 Z= 100.792 en punto, X=977117.267 Y=1705449.523 Z= 100.629 en punto, X=977117.892 Y=1705459.366 Z= 100.641 en punto, X=977118.468 Y=1705469.408 Z= 100.709 en punto, X=977118.955 Y=1705479.340 Z= 100.712 en punto, X=977119.482 Y=1705489.346 Z= 100.729 en punto, X=977119.741 Y=1705499.154 Z= 100.810 en punto, X=977120.483 Y=1705509.005 Z= 100.895 en punto, X=977120.951 Y=1705518.886 Z= 100.977 en punto, X=977121.652 Y=1705528.753 Z= 101.079 en punto, X=977121.974 Y=1705538.741 Z= 101.963 en punto, X=977122.448 Y=1705547.744 Z= 101.174

ulse INTRO para continuar:en punto, X= 977109.865 1705319.52 0.8 101.359en punto, X= 977110.052 1705322.63 3.11 101.286

en punto, X= 977110.465 1705329.5 10 100.919

en punto, X= 977111.062 1705339.42 20 100.66

en punto, X= 977111.669 1705349.52 30 100.643

en punto, X= 977112.266 1705359.42 40 100.623

en punto, X= 977112.869 1705369.44 50 100.56

en punto, X= 977113.473 1705379.48 60 100.53

en punto, X= 977114.07 1705389.41 70 100.517

en punto, X= 977114.668 1705399.35 80 100.512

en punto, X= 977115.268 1705409.31 90 100.478

en punto, X= 977115.868 1705419.29 100 100.592en punto, X= 977116.471 1705429.33 110 0en punto, X= 977116.723 1705434.11 4.8 100.934

en punto, X= 977116.942 1705439.35 10 100.792

en punto, X= 977117.267 1705449.52 20 100.629

Page 42: CARTERA DE CALCULO A 030315 pello.xls

en punto, X= 977117.892 1705459.37 30 100.641

en punto, X= 977118.468 1705469.41 40 100.709

en punto, X= 977118.955 1705479.34 50 100.712

en punto, X= 977119.482 1705489.35 60 100.729

en punto, X= 977119.741 1705499.15 70 100.81

en punto, X= 977120.483 1705509.01 80 100.895

en punto, X= 977120.951 1705518.89 90 100.977

en punto, X= 977121.652 1705528.75 100 101.079

en punto, X= 977121.974 1705538.74 110 101.963

en punto, X= 977122.448 1705547.74 101.174