metrados de alcantarillas tmc

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RESUMEN DE METRADOS ITEM DESCRIPCION UND 0.90 1.20 1.50 d= 36" d= 48" d= 60" 1.00 DESCRIPCION 0.90 1.20 1.50 1.01 Excavacion en cabezales m3 9.35 12.43 15.46 1.02 Excavacion en alcantarilla m3 2.86 4.00 5.32 1.03 Excavación en caja receptor m3 9.75 12.88 14.04 1.04 Relleno en Cabezal m3 4.50 5.40 6.30 1.05 Relleno en Caja Receptora m3 5.25 6.67 7.02 2.00 Encofrado en cabezales m2 12.17 15.84 21.56 2.01 Encofrado en Cimiento m2 3.92 4.61 5.36 2.02 Encofrado en Alas m2 6.04 8.74 12.22 2.03 Encofrado en Parapeto m2 2.21 2.49 3.98 2.04 Encofrado en Caja Receptora m2 20.78 26.18 32.28 3.00 Concreto en Cabezales m3 4.15 6.22 8.78 3.01 Concreto en Cimentación m3 1.94 2.53 3.31 3.02 Concreto en Parapeto m3 0.41 0.79 0.83 3.03 Concreto en Alas m3 1.80 2.90 4.64 3.04 Concreto en Caja Receptora m3 4.32 5.45 6.63 Diametro TMC CAJA RECEPTORA CANAL DE Pulgadas D (m) a (m) b (m) c (m) 36 0.90 1.50 1.20 1.40 6.00 48 1.20 1.80 1.50 1.70 8.00 60 1.50 2.10 1.80 2.00 8.00 72 1.80 2.40 2.10 2.30 8.00 48 2.40 13.50 60 3.00 7.50 RCO 2.00mx1.50m CANAL DE BAJADA D= 2 OJOS (Pulg) AREA 48 6.23 13.5 84.11 60 7.54 7.5 56.55 CANAL DE ALIVIADERO LB m AB m LB m

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Page 1: Metrados de Alcantarillas Tmc

RESUMEN DE METRADOS

ITEM DESCRIPCION UND 0.90 1.20 1.50d= 36" d= 48" d= 60"

1.00 DESCRIPCION 0.90 1.20 1.501.01 Excavacion en cabezales m3 9.35 12.43 15.461.02 Excavacion en alcantarilla m3 2.86 4.00 5.321.03 Excavación en caja receptora m3 9.75 12.88 14.041.04 Relleno en Cabezal m3 4.50 5.40 6.301.05 Relleno en Caja Receptora m3 5.25 6.67 7.022.00 Encofrado en cabezales m2 12.17 15.84 21.562.01 Encofrado en Cimiento m2 3.92 4.61 5.362.02 Encofrado en Alas m2 6.04 8.74 12.222.03 Encofrado en Parapeto m2 2.21 2.49 3.982.04 Encofrado en Caja Receptora m2 20.78 26.18 32.283.00 Concreto en Cabezales m3 4.15 6.22 8.783.01 Concreto en Cimentación m3 1.94 2.53 3.313.02 Concreto en Parapeto m3 0.41 0.79 0.833.03 Concreto en Alas m3 1.80 2.90 4.643.04 Concreto en Caja Receptora m3 4.32 5.45 6.63

Diametro TMC CAJA RECEPTORA CANAL DE BAJADA

Pulgadas D (m) a (m) b (m) c (m)36 0.90 1.50 1.20 1.40 6.0048 1.20 1.80 1.50 1.70 8.0060 1.50 2.10 1.80 2.00 8.0072 1.80 2.40 2.10 2.30 8.0048 2.40 13.50

60 3.00 7.50MARCO 2.00mx1.50m

CANAL DE BAJADA

D= 2 OJOS (Pulg) AREA

48 6.23 13.5 84.11

60 7.54 7.5 56.55

CANAL DE ALIVIADERO

D= 2 OJOS (Pulg) AREA

48 6.23 8.52 53.08

60 7.54 5.15 38.83

LB m

AB m LB m

AB m LE m

Page 2: Metrados de Alcantarillas Tmc

Entrada Salida

ITEM ITEM ITEM ITEM

Exc.no clasif. Relleno p/estruc. Exc.no clasif. Relleno p/estruc.

p/estruc. Vol.relle. p/estruc. Vol.relle.

(1) (4) (2) (5)

(m3) (m3) (m3) (m3)

9.75 5.25 9.57 4.50

1.80 2 OJOS 2 OJOSd= 72" d= 48" d= 60"1.80 2.40 3.00

19.22 13.90 21.456.82 6.88 10.17

16.48 0.00 0.007.20 6.00 7.208.00 0.00 0.00

26.38 22.62 30.716.07 6.38 7.76

15.74 9.94 13.984.57 6.30 8.97

38.84 26.18 32.2811.78 9.32 14.734.17 4.19 5.981.07 1.47 2.416.54 3.66 6.347.95 0.00 0.00

CANAL DE BAJADA CANAL ALIVIADERO

0.90 4.00 3.40 0.351.20 5.00 4.15 0.401.50 5.00 4.90 0.401.80 5.00 5.60 0.456.23 18.00 6.23 0.45

7.54 5.15 7.54 0.45

AB m LE m AE m HE m

Page 3: Metrados de Alcantarillas Tmc

Conducto

ITEM ITEM

Exc.no clasif.p/estruc Relleno para estructuras

he Ancho AREA Vol. hr A

(3) Qi

(D+1.0) hex(D+1.0) AREAxL (1+D)xhr

0.40 1.9 0.76 10.34 1.20 2.28 6.28

Page 4: Metrados de Alcantarillas Tmc

Conducto Concreto en Alas, cabezales y cajas receptor Encofrado Canal revestido entrada o salida de alcantarillas

ITEM ITEM ITEM

Relleno para estructuras Caja recep/Cabezal Caja recep/Cabezal Caja recep/Cabezal Caja recep/Cabezal Entrada

A TMC Vol. Entrada Salida Entrada Salida ancho

(6) AB

0.5xQix(D+.2)xx2 (A-ATMC)xL (m3) (m3) (m2) (m2) (m)

0.95 18.09 4.49 3.36 17.25 12.36 0.90

Page 5: Metrados de Alcantarillas Tmc

Canal revestido entrada o salida de alcantarillas MATERIAL A ELIMINAR

ITEM ITEM

Salida Carguio Volq.

Long. Area ancho Long. Area (1)+(2)+(3)- Conf.mat.

AE [(4)+(5)+(6)] botaderos

(m) (m2) (m) (m) (m2) (m3) (m3)

10 9 3.42 7 23.95 1.73 1.73

Page 6: Metrados de Alcantarillas Tmc

MATERIAL A ELIMINAR MATERIAL A TRANSPORTAR PARA RELLENOS

209.00

Prestamo Cant.

Ubicación Dist.c.g. 701.05 702.05 (4)+(5)+(6)- Carguio

Prog. acc. Bot./c.g.estruc. < 1km >1km [(1)+(2)+(3)] a volquete

(km) (km) (m3xkm) (m3xkm) (m3) (m3)

21+940 0.650 0.590 1.02 0.00 0.00 0.00

Page 7: Metrados de Alcantarillas Tmc

MATERIAL A TRANSPORTAR PARA RELLENOS

Ubicación Dist.c.g. 701.04 702.04

Prog. acc. Cant./c.g.estruc. < 1km >1km

(km) (km) (m3xkm) (m3xkm)

0.000 0.00 0.00

Page 8: Metrados de Alcantarillas Tmc

document.xls alc. proy.

Cuadro Nº 2 (1 de 3)ALCANTARILLAS PROYECTADAS

Nº NOMBRE PROGRESIVA TIPO DIÁMETRO

(pulgadas)

1 AP-01 0+571.14 TMC 72

2 AP-02 0+741.40 TMC 72

3 AP-03 0+986.06 TMC 72

4 AP-04 1+151 TMC 72

5 AP-05 1+384.48 TMC 72

6 AP-06 1+504.01 TMC 72

7 AP-07 1+580.00 TMC 72

8 AP-08 2+078.00 TMC 72

9 AP-09 2+292.99 TMC 60

10 AP-10 2+777.00 TMC 60

11 AP-11 3+319.11 TMC 60

12 AP-12 3+567.11 TMC 72

13 AP-13 3+697.50 TMC 72

14 AP-14 3+961.50 TMC 72

15 AP-15 4+202.90 TMC 72

16 AP-16 4+312.20 TMC 72

17 AP-17 4+457.10 TMC 72

18 AP-18 4+597.70 TMC 72

19 AP-19 4+705.40 TMC 60

20 AP-20 4+975.20 TMC 60

21 AP-21 5+223.80 TMC 60

22 AP-22 5+495.20 TMC 72

23 AP-23 6+265.90 TMC 48

24 AP-24 6+729.70 TMC 72

25 AP-25 6895.53 TMC 72

26 AP-26 6+941.00 TMC 72

27 AP-27 7+129.00 TMC 72

28 AP-28 8+045.00 TMC 72

29 AP-29 8+201.80 TMC 60

30 AP-30 8+581.90 TMC 60

34 AP-34 9+290.50 TMC 72

35 AP-35 9+438.60 TMC 48

36 AP-36 9+513.70 TMC 72

38 AP-38 9+834.90 TMC 72

39 AP-39 10+438.70 TMC 60

40 AP-40 10+661.50 TMC 60

41 AP-41 10+941.50 TMC 60

42 AP-42 11+082.90 TMC 72

43 AP-42A 11+372 TMC 48

44 AP-43 11+502.30 TMC 72

45 AP-44 11+937.00 TMC 60

46 AP-44A 12+131.29 TMC 36

47 AP-45 12+388.60 TMC 60

48 AP-46 12+577.50 TMC 60

49 AP-47 12+875.50 TMC 60

50 AP-48 13+279.60 TMC 60

51 AP-49 13+527.40 TMC 60

52 AP-50 13+953.90 TMC 72

53 AP-51 14+503.50 TMC 60

54 AP-52 14+941.60 TMC 72

55 AP-53 15+087.40 TMC 72

56 AP-54 15+442.90 TMC 72

58 AP-56 16+259.60 TMC 72

59 AP-57 16+472.60 TMC 60

60 AP-58 16+656.61 TMC 72

61 AP-59 16+796.50 TMC 72

63 AP-61 17+035.42 TMC 72

64 AP-61A 17+162.50 TMC 48

65 AP-62 17+632.50 TMC 60

66 AP-62A 18+416.80 TMC 60

67 AP-63 18+508.98 TMC 72

68 AP-64 18+660.00 TMC 60

69 AP-65 19+332.06 TMC 72

70 AP-66 19+543.70 TMC 72

71 AP-67 19+814.00 TMC 72

72 AP-68 19+933.81 TMC 60

73 AP-69 20+080.30 TMC 60

Page 9: Metrados de Alcantarillas Tmc

document.xls alc. proy.

74 AP-70 20+343.40 TMC 72

78 AP-74 21+370.60 TMC 72

81 AP-77 21+843.90 TMC 72

82 AP-78 22+015.10 TMC 72

83 AP-79 22+309.50 TMC 60

84 AP-80 22+544.50 TMC 72

86 AP-82 22+763.88 TMC 60

87 AP-83 23+162.38 TMC 60

88 AP-84 23+600.00 TMC 60

89 AP-85 23+921.30 TMC 72

90 AP-86 24+091.77 TMC 60

92 AP-88 24+351.18 TMC 72

93 AP-89 24+542.76 TMC 60

94 AP-90 24+806.64 TMC 60

95 AP-91 24+950.00 TMC 60

96 AP-92 25+100.00 TMC 60

97 AP-93 25+337.64 TMC 60

98 AP-94 25+711.71 TMC 60

99 AP-95 25+871.73 TMC 60

100 AP-96 26+633.21 TMC 60

101 AP-97 27+034.07 TMC 60

102 AP-97A 27+521.58 TMC 60

103 AP-98 27+583.31 TMC 72

105 AP-100 28+060.70 TMC 60

106 AP-101 28+932.60 TMC 60

107 AP-101A 29+492.00 TMC 48

108 AP-102 29+652.90 TMC 60

111 AP-105 30+433.42 TMC 48

113 AP-107 30+682.83 TMC 48

114 AP-108 31+466.40 TMC 48

115 AP-109 31+494.45 TMC 60

116 AP-110 31+613.50 TMC 60

117 AP-111 31+781.59 TMC 60

118 AP-111A 32+043.33 TMC 60

120 AP-113 32+449.70 TMC 60

139 AP-131 43+189.67 TMC 2 OJOS 48

122 AP-115 33+063.42 TMC 60

123 AP-116 33+900.00 TMC 72

126 AP-118 36+597.21 TMC 60

127 AP-119 36+712.43 TMC 60

128 AP-120 37+116.81 TMC 60

129 AP-121 37+206.41 TMC 60

130 AP-122 37+890.15 TMC 72

131 AP-123 38+211.59 TMC 60

132 AP-124 38+330.00 TMC 72

133 AP-125 39+046.85 TMC 72

134 AP-126 39+475.17 TMC 60

135 AP-127 40+173.82 TMC 72

136 AP-128 41+082.64 TMC 72

138 AP-130 42+220.00 TMC 60

139 AP-131 43+189.67 TMC 2 OJOS 60