04 Metrado Obras de Arte Huamachuco2

Estudio Definitivo del Mejoramiento y Construcción de la Carretera Ruta 10, Tramo : Huamachuco – Puente Pallar – Juanjuí,

Sector : Huamachuco – Sacsacocha – Puente Pallar

CONSORCIO MOTLIMA - ELI CORDOVA

TRAMO : HUAMACHUCO - PUENTE PALLAR - JUANJUI

SECTOR : HUAMACHUCO - SACSACOCHA - PUENTE PALLAR RESUMEN DE METRADO DE OBRAS DE ARTE

ITEM DESCRIPCION UND METRADO BORDILLO SUBDRENES BADENES GAVIONALCANTARILLA TMC

ALCANTARILLAS MARCO

CUNETA TRIANGULAR

CUNETA DE CORONACION

CANAL Y ZANJAS

DESCARGA TRANSVERSAL DE

SUBDRENES

MUROS C° CICLOPEO Y

ARMADO ESTABILIDAD

TALUDES

600 OBRAS DE ARTE Y DRENAJE601.A EXCAVACION PARA ESTRUCTURAS EN MATERIAL COMUN EN SEC m3 25,211.95 3,659.52 2,249.36 4,528.80 50.40 10,898.86 3,825.01605.A RELLENOS PARA ESTRUCTURAS m3 11,555.63 1,178.66 1,380.02 452.88 38.41 8,238.06 267.60605.B FILTRO DRENANTE m3 796.06 796.06

610.C CONCRETO CLASE C (F'C=280 KG/CM2) m3 664.17 664.17

610.D CONCRETO CLASE D (F'C=210 KG/CM2) m3 2,701.99 813.44 1,888.55

610.E CONCRETO CLASE E (F'C=175 KG/CM2) m3 598.52 598.52

610.F CONCRETO CLASE F (F'C=140 KG/CM2) m3 1.40 1.40

610.F1 CONCRETO CLASE F1 (F'C=100 KG/CM2) m3 455.44 75.48 217.96 162.00

610.G CONCRETO CLASE G (F'C=175 KG/CM2 + 30%PM) m3 1,814.15 1,814.15

610.G1 CONCRETO CLASE G1 (F'C=140 KG/CM2 + 30%PM) m3 42.34 42.34612.A ENCOFRADO Y DESENCOFRADO m2 16,801.93 2,417.34 3,239.32 10.15 10,193.97 941.16615.A ACERO DE REFUERZO FY=4200 KG/CM2 kg 188,811.09 48,900.66 85,202.91 54,707.53622.B TUBERIA METALICA CORRUGADA CIRCULAR D=0.90 m m 511.00 511.00

622.C TUBERIA METALICA CORRUGADA CIRCULAR D=1.20 m m 347.30 347.30

622.D TUBERIA METALICA CORRUGADA CIRCULAR D=1.50 m m 67.80 67.80625.B SUBDREN PROFUNDO m3 4,075.92 4,075.92625.B1 DESCARGA TRANSVERSAL DE SUBDREN m3 10.62 10.62625.C1 TUBO DE PVC SAP D=6" m 70.00 70.00625.C2 TUBO DE PVC SAP D=3" m 1,077.43 1,077.43625.D TUBERIA CORRUGADA PERFORADA HDPE, D=6" m 6,846.81 193.69 5,661.00 992.12625.E TUBERIA DE VENTILACION m 60.00 60.00635.A CUNETA TRIANGULAR m 29,289.85 29,289.85635.B CANAL DE RIEGO m 815.00 815.00635.C CUNETA CANAL CON TAPA m 6,486.80 6,486.80

635.D CANAL ALIVIADERO m 2,044.70 1,275.00 450.00 319.70

635.E ZANJA DE CORONACION m 1,670.00 1,670.00

635.F CUNETA DE CORONACION m 1,135.00 1,135.00

635.G ZANJA DE DRENAJE m 1,205.00 1,205.00638.B BORDILLO m 439.00 439.00640.A EMBOQUILLADO DE PIEDRA (e=0.20m), (F'C=175 KG/CM2 + 60%PM) m2 9,182.11 3,735.57 482.36 3.60 4,960.59640.B EMBOQUILLADO DE PIEDRA (e=0.30m), (F'C=210 KG/CM2 + 60%PM) m2 1,957.09 247.09 1,710.00650.H GEOTEXTIL NO TEJIDO CLASE 2 m2 24,939.18 21,511.80 3,427.38655.A JUNTA PARA MUROS m2 307.97 307.97655.B JUNTA DE ALCANTARILLA MARCO m 237.40 237.40660.A JUNTA DE BADEN m 477.50 477.50

665.A GAVION CAJA(Zn-5Al-MM) M3 1,492.25 1,492.25

670.A ESTABILIZACION DEL TALUD M2 1,293.00 1,293.00

675.A PINTURA BITUMINOSA M2 1,242.46 1,242.46

675.B GEOCOMPUESTO DE DRENAJE TRIDIMENSIONAL M2 928.31 928.31

METRADO DE ALCANTARILLAS TMC

document.xlsEstudio Definitivo del Mejoramiento y Construcción de la Carretera Ruta 10,

Tramo : Huamachuco – Puente Pallar – Juanjuí, Sector : Huamachuco – Sacsacocha – Puente Pallar



SECTOR : HUAMACHUCO - SACSACOCHA - PUENTE PALLAR

601.A 605.A 610.E 612.A 622.B 622.C 622.D 640.A

Nº Progresiva TIPO Diametro Entrada Salida LONG. (m)

A excavacion (m2)

A Relleno (m2)

Long Emboq Entrada

(m)

Long Emboq Salida (m)

Excavacion (m3)

Rellenos para

estructuras (m3)

concreto en caja

concreto en ala

Concreto clase E (f

´c=175 kg/cm2 ) (m3)

encofrado en caja

encofrado en ala

Encofrado y Desencofrado

(m2)

Tuberia Metalica

Corrugada Circular Ø36"

(m)

Tuberia Metalica


(m)

Tuberia Metalica


(m)

Emboquillado de Piedra

e=0.20m (m2)

1 1+780.00 TMC 1.20 C A 11.20 21.97 1.86 3.70 39.55 14.87 6.28 4.23 10.51 32.30 13.28 45.58 11.20 14.80

2 2+070.00 TMC 0.90 C A 11.70 17.02 3.29 3.60 25.53 13.29 5.05 2.69 7.74 25.89 9.00 34.90 11.70 11.16

3 2+880.00 TMC 1.20 A A 12.00 24.01 2.06 3.00 4.00 43.22 16.06 6.28 4.23 8.45 32.30 13.28 26.56 12.00 28.00

4 3+002.94 TMC 1.20 C A 11.80 21.41 2.91 5.00 38.54 17.38 6.28 4.23 10.51 32.30 13.28 45.58 11.80 20.00

5 5+520.89 TMC 0.90 C A 11.40 14.81 1.78 5.00 22.22 10.81 5.05 2.69 7.74 25.89 9.00 34.90 11.40 15.50

6 5+712.95 TMC 1.20 C M 10.90 20.25 5.23 4.30 36.45 20.63 6.28 4.23 6.28 32.30 13.28 32.30 10.90 17.20

7 5+798.95 TMC 0.90 A M 10.70 23.93 7.34 3.00 4.90 35.90 18.65 5.05 2.69 2.69 25.89 9.00 9.00 10.70 24.49

8 6+300.00 TMC 0.90 C A 10.00 13.32 0.84 5.00 19.98 8.40 5.05 2.69 7.74 25.89 9.00 34.90 10.00 15.50

9 6+570.00 TMC 0.90 C A 11.20 14.40 3.54 3.00 21.60 13.30 5.05 2.69 7.74 25.89 9.00 34.90 11.20 9.30

10 6+646.53 TMC 1.20 A A 10.10 12.12 0.84 2.00 2.50 21.82 11.91 6.28 4.23 8.45 32.30 13.28 26.56 10.10 18.00

11 6+825.00 TMC 0.90 A A 12.10 21.16 3.61 3.00 3.00 31.74 14.05 5.05 2.69 5.38 25.89 9.00 18.01 12.10 18.60

12 7+216.59 TMC 1.20 A A 10.10 20.13 0.49 3.00 4.00 36.23 11.28 6.28 4.23 8.45 32.30 13.28 26.56 10.10 28.00

13 7+568.00 TMC 1.20 A A 11.00 15.97 0.20 3.00 2.00 28.75 11.68 6.28 4.23 8.45 32.30 13.28 26.56 11.00 20.00

14 7+980.00 TMC 0.90 C A 10.50 14.09 1.68 5.00 21.14 10.02 5.05 2.69 7.74 25.89 9.00 34.90 10.50 15.50

15 8+472.14 TMC 1.20 A A 10.50 13.96 0.88 3.00 5.00 25.13 12.39 6.28 4.23 8.45 32.30 13.28 26.56 10.50 32.00

16 8+844.60 TMC 1.20 A A 11.00 17.26 2.32 3.00 3.70 31.07 15.50 6.28 4.23 8.45 32.30 13.28 26.56 11.00 26.80

17 8+875.00 TMC 1.20 A A 10.50 9.91 1.34 3.00 2.00 17.84 13.22 6.28 4.23 8.45 32.30 13.28 26.56 10.50 20.00

18 8+900.40 TMC 1.20 A A 10.50 18.68 0.88 5.10 2.90 33.62 12.39 6.28 4.23 8.45 32.30 13.28 26.56 10.50 32.00

19 8+981.88 TMC 1.20 A A 10.50 15.06 0.88 3.00 3.20 27.11 12.39 6.28 4.23 8.45 32.30 13.28 26.56 10.50 24.80

20 9+031.52 TMC 0.90 A A 11.00 12.06 2.98 3.00 3.00 18.09 12.32 5.05 2.69 5.38 25.89 9.00 18.01 11.00 18.60

21 9+110.00 TMC 0.90 A A 10.20 14.09 0.88 1.90 3.00 21.14 8.60 5.05 2.69 5.38 25.89 9.00 18.01 10.20 15.19

22 9+214.51 TMC 0.90 A A 11.50 13.74 4.99 3.00 3.00 20.61 15.69 5.05 2.69 5.38 25.89 9.00 18.01 11.50 18.60

23 9+480.00 TMC 0.90 A A 11.00 11.58 2.31 3.00 3.00 17.37 11.32 5.05 2.69 5.38 25.89 9.00 18.01 11.00 18.60

24 9+767.00 TMC 0.90 A A 12.00 16.09 3.45 1.40 3.00 24.14 13.74 5.05 2.69 5.38 25.89 9.00 18.01 12.00 13.64

25 10+700.00 TMC 0.90 C A 12.00 23.10 3.49 5.00 34.65 13.80 5.05 2.69 7.74 25.89 9.00 34.90 12.00 15.50

26 11+420.00 TMC 0.90 C A 10.00 21.83 0.84 4.20 32.75 8.40 5.05 2.69 7.74 25.89 9.00 34.90 10.00 13.02

27 11+616.72 TMC 0.90 C A 10.00 19.68 0.84 5.00 29.52 8.40 5.05 2.69 7.74 25.89 9.00 34.90 10.00 15.50

28 11+963.02 TMC 0.90 A A 12.00 11.65 2.30 2.90 3.00 17.48 12.02 5.05 2.69 5.38 25.89 9.00 18.01 12.00 18.29

29 12+398.00 TMC 0.90 C M 9.50 15.12 0.72 4.40 22.68 7.86 5.05 2.69 5.05 25.89 9.00 25.89 9.50 13.64

30 12+574.00 TMC 0.90 A A 11.20 19.67 2.94 3.10 5.00 29.51 12.40 5.05 2.69 5.38 25.89 9.00 18.01 11.20 25.11

31 12+680.00 TMC 0.90 A A 10.50 11.47 0.24 3.00 2.00 17.21 7.86 5.05 2.69 5.38 25.89 9.00 18.01 10.50 15.50

32 13+030.00 TMC 0.90 A A 10.00 20.26 0.84 5.00 5.00 30.39 8.40 5.05 2.69 5.38 25.89 9.00 18.01 10.00 31.00

33 13+191.36 TMC 0.90 C A 11.50 18.30 2.38 3.00 27.45 11.78 5.05 2.69 7.74 25.89 9.00 34.90 11.50 9.30

34 13+392.29 TMC 0.90 C M 10.00 13.90 3.35 6.60 20.85 12.16 5.05 2.69 5.05 25.89 9.00 25.89 10.00 20.46

35 13+560.00 TMC 0.90 C M 10.00 11.02 3.90 7.30 16.53 12.99 5.05 2.69 5.05 25.89 9.00 25.89 10.00 22.63

36 13+892.95 TMC 0.90 A A 11.50 18.85 2.46 3.80 3.00 28.28 11.90 5.05 2.69 5.38 25.89 9.00 18.01 11.50 21.08

37 14+175.94 TMC 0.90 C A 10.20 16.83 1.28 5.80 25.25 9.20 5.05 2.69 7.74 25.89 9.00 34.90 10.20 17.98

38 14+469.72 TMC 0.90 C A 10.20 28.44 0.83 10.40 42.66 8.53 5.05 2.69 7.74 25.89 9.00 34.90 10.20 32.24

39 14+567.06 TMC 0.90 C A 10.00 49.20 0.84 14.30 5.70 73.80 8.40 5.05 2.69 7.74 25.89 9.00 34.90 10.00 62.00

40 14+952.00 TMC 0.90 C M 9.50 15.58 0.72 4.50 23.37 7.86 5.05 2.69 5.05 25.89 9.00 25.89 9.50 13.95

41 15+498.00 TMC 0.90 A A 12.00 18.04 2.76 2.60 5.00 27.06 12.71 5.05 2.69 5.38 25.89 9.00 18.01 12.00 23.56

42 15+671.00 TMC 0.90 C A 12.50 20.57 3.26 3.00 30.86 13.81 5.05 2.69 7.74 25.89 9.00 34.90 12.50 9.30

43 15+845.50 TMC 0.90 A M 9.50 15.24 0.88 2.60 4.10 22.86 8.10 5.05 2.69 2.69 25.89 9.00 9.00 9.50 20.77

METRADO DE ALCANTARILLAS TMC






601.A 605.A 610.E 612.A 622.B 622.C 622.D 640.A

Nº Progresiva TIPO Diametro Entrada Salida LONG. (m)

A excavacion (m2)

A Relleno (m2)

Long Emboq Entrada

(m)

Long Emboq Salida (m)

Excavacion (m3)

Rellenos para

estructuras (m3)

concreto en caja

concreto en ala

Concreto clase E (f

´c=175 kg/cm2 ) (m3)

encofrado en caja

encofrado en ala


(m2)

Tuberia Metalica


(m)

Tuberia Metalica


(m)

Tuberia Metalica


(m)

Emboquillado de Piedra

e=0.20m (m2)

44 16+208.00 TMC 0.90 C A 10.00 20.21 1.28 3.00 30.32 9.06 5.05 2.69 7.74 25.89 9.00 34.90 10.00 9.30

45 16+458.50 TMC 0.90 A A 11.50 18.53 0.87 5.70 3.00 27.80 9.51 5.05 2.69 5.38 25.89 9.00 18.01 11.50 26.97

46 16+669.30 TMC 1.20 A A 13.50 37.30 6.51 9.20 3.70 67.14 25.61 6.28 4.23 8.45 32.30 13.28 26.56 13.50 51.60

47 16+910.00 TMC 0.90 A A 11.50 32.10 2.57 10.50 3.00 48.15 12.06 5.05 2.69 5.38 25.89 9.00 18.01 11.50 41.85

48 17+216.00 TMC 0.90 C A 11.00 31.49 0.50 3.20 47.24 8.60 5.05 2.69 7.74 25.89 9.00 34.90 11.00 9.92

49 17+840.00 TMC 0.90 C A 10.00 118.95 0.84 33.00 4.00 178.43 8.40 5.05 2.69 7.74 25.89 9.00 34.90 10.00 114.70

50 18+130.00 TMC 0.90 C M 13.00 83.55 3.34 21.90 13.20 125.33 14.29 5.05 2.69 5.05 25.89 9.00 25.89 13.00 108.81

51 18+451.00 TMC 1.20 A M 12.50 45.71 10.40 14.10 6.70 82.28 31.58 6.28 4.23 4.23 32.30 13.28 13.28 12.50 83.20

52 18+545.00 TMC 0.90 C A 11.00 30.90 0.55 3.00 46.35 8.68 5.05 2.69 7.74 25.89 9.00 34.90 11.00 9.30

53 18+800.00 TMC 0.90 C A 10.50 55.10 0.52 16.60 3.00 82.65 8.28 5.05 2.69 7.74 25.89 9.00 34.90 10.50 60.76

54 19+075.00 TMC 0.90 C M 10.50 25.53 3.03 8.20 38.30 12.04 5.05 2.69 5.05 25.89 9.00 25.89 10.50 25.42

55 19+606.00 TMC 0.90 A A 11.50 30.79 1.38 9.70 3.00 46.19 10.28 5.05 2.69 5.38 25.89 9.00 18.01 11.50 39.37

56 19+826.96 TMC 0.90 C A 10.00 12.01 0.84 3.00 18.02 8.40 5.05 2.69 7.74 25.89 9.00 34.90 10.00 9.30

57 19+980.00 TMC 0.90 C A 11.00 31.60 2.21 4.40 47.40 11.17 5.05 2.69 7.74 25.89 9.00 34.90 11.00 13.64

58 20+252.00 TMC 1.20 C M 10.00 60.16 1.17 18.70 11.90 108.29 12.40 6.28 4.23 6.28 32.30 13.28 32.30 10.00 122.40

59 20+374.70 TMC 1.20 A M 11.50 31.57 4.32 10.20 10.40 56.83 19.61 6.28 4.23 4.23 32.30 13.28 13.28 11.50 82.40

60 20+520.00 TMC 1.20 A M 13.00 34.86 5.69 8.90 10.00 62.75 23.62 6.28 4.23 4.23 32.30 13.28 13.28 13.00 75.60

61 20+987.50 TMC 1.20 A M 12.00 21.83 3.57 6.90 10.00 39.29 18.77 6.28 4.23 4.23 32.30 13.28 13.28 12.00 67.60

62 21+142.30 TMC 1.20 A M 12.50 35.24 3.59 10.80 15.00 63.43 19.32 6.28 4.23 4.23 32.30 13.28 13.28 12.50 103.20

63 21+280.00 TMC 1.20 A M 12.20 24.62 4.65 6.80 15.00 44.32 20.92 6.28 4.23 4.23 32.30 13.28 13.28 12.20 87.20

64 21+560.00 TMC 1.20 C M 10.20 22.73 5.51 20.00 20.00 40.91 20.41 6.28 4.23 6.28 32.30 13.28 32.30 10.20 160.00

65 21+910.00 TMC 1.20 C M 10.20 52.34 2.08 18.90 20.00 94.21 14.24 6.28 4.23 6.28 32.30 13.28 32.30 10.20 155.60

66 22+180.00 TMC 1.20 C M 9.50 16.02 1.09 10.00 15.00 28.84 11.74 6.28 4.23 6.28 32.30 13.28 32.30 9.50 100.00

67 22+330.00 TMC 1.20 C A 11.50 36.50 1.07 10.00 10.00 65.70 13.76 6.28 4.23 10.51 32.30 13.28 45.58 11.50 80.00

68 22+505.00 TMC 1.20 C A 13.00 36.59 4.66 10.00 6.80 65.86 21.77 6.28 4.23 10.51 32.30 13.28 45.58 13.00 67.20

69 22+632.00 TMC 1.20 A M 13.00 37.96 3.21 8.80 10.00 68.33 19.16 6.28 4.23 4.23 32.30 13.28 13.28 13.00 75.20

70 22+799.00 TMC 1.20 C A 11.00 34.06 0.77 10.00 20.00 61.31 12.71 6.28 4.23 10.51 32.30 13.28 45.58 11.00 120.00

71 22+970.00 TMC 1.20 C A 10.10 23.84 0.84 5.00 10.00 42.91 11.91 6.28 4.23 10.51 32.30 13.28 45.58 10.10 60.00

72 23+235.00 TMC 1.20 C A 10.10 28.93 0.84 10.00 15.00 52.07 11.91 6.28 4.23 10.51 32.30 13.28 45.58 10.10 100.00

73 23+680.00 TMC 1.20 C A 10.10 38.00 0.84 10.00 10.00 68.40 11.91 6.28 4.23 10.51 32.30 13.28 45.58 10.10 80.00

74 23+950.00 TMC 1.20 C M 11.30 21.27 3.61 10.00 20.00 38.29 18.13 6.28 4.23 6.28 32.30 13.28 32.30 11.30 120.00

75 24+325.00 TMC 1.50 A M 13.20 25.48 5.84 5.40 10.00 57.33 34.36 7.61 6.68 6.68 39.18 19.80 19.80 13.20 72.38

76 24+795.80 TMC 1.50 C A 11.90 40.24 3.25 7.40 15.00 90.54 26.45 7.61 6.68 14.28 39.18 19.80 58.98 11.90 105.28

77 25+000.00 TMC 1.50 C A 10.90 41.17 1.23 6.70 15.00 92.63 20.29 7.61 6.68 14.28 39.18 19.80 58.98 10.90 101.99

78 25+162.00 TMC 1.50 A M 10.40 20.58 1.84 5.20 15.00 46.31 20.86 7.61 6.68 6.68 39.18 19.80 19.80 10.40 94.94

79 25+800.00 TMC 1.50 A M 10.90 28.23 4.35 6.70 10.00 63.52 27.31 7.61 6.68 6.68 39.18 19.80 19.80 10.90 78.49

80 25+980.00 TMC 1.50 C A 10.50 44.19 0.55 10.00 10.00 99.43 18.12 7.61 6.68 14.28 39.18 19.80 58.98 10.50 94.00

81 27+390.00 TMC 0.90 C A 10.00 24.94 0.84 2.90 37.41 8.40 5.05 2.69 7.74 25.89 9.00 34.90 10.00 8.99

82 27+660.00 TMC 0.90 C A 11.10 14.11 2.39 3.00 21.17 11.51 5.05 2.69 7.74 25.89 9.00 34.90 11.10 9.30

83 27+900.00 TMC 0.90 A A 13.00 15.05 11.31 4.50 3.00 22.58 26.24 5.05 2.69 5.38 25.89 9.00 18.01 13.00 23.25

84 28+265.00 TMC 0.90 C A 10.00 19.54 0.84 3.00 29.31 8.40 5.05 2.69 7.74 25.89 9.00 34.90 10.00 9.30

TOTAL 3,659.52 1,178.66 598.52 2,417.34 511.00 347.30 67.80 3,735.57






METRADO DE CUNETA TRIANGULAR

UBICACIÓNLADO

635.D 635.AENTREGAS

1+370.000 1+780.000 DER. 410.00 410.00 Entrega a alcantarillas a la salida de 1+780

1+440.000 1+650.000 IZQ. 210.00 210.00 Entrega a cuneta canal con tapa en 1+650

1+670.000 2+335.000 IZQ. 665.00 15.00 665.00 Entrega a aliviadero

1+895.000 1+970.000 DER. 75.00 15.00 75.00 Entrega a aliviadero



2+510.000 2+640.000 DER. 130.00 15.00 130.00 Entrega al Pontón 2+647

2+650.000 3+515.000 DER. 865.00 865.00 Entrega a la Alcantarilla 3+191.97

3+535.000 3+580.000 DER. 45.00 45.00 Entrega al Badén 3+525


4+390.000 4+530.000 IZQ. 140.00 140.00 Entrega a cuneta canal con tapa




4+865.000 5+195.000 DER. 330.00 15.00 330.00 Entrega a la Alcantarilla 5+200.95


5+950.000 6+015.000 IZQ. 65.00 65.00 Entrega a la Alcantarilla 6+030

5+230.000 6+015.000 DER. 785.00 15.00 785.00 Entrega a la Alcantarilla 6+030

6+035.000 6+800.000 DER. 765.00 765.00


6+825.000 8+087.980 DER. 1,262.98 15.00 1,262.98 Entrega a aliviadero del inicio del tramo

8+100.000 8+150.000 DER. 50.00 15.00 50.00 Entrega a aliviadero del final del tramo

8+170.000 8+680.000 DER. 510.00 510.00 Entrega a cuneta canal con tapa



9+955.000 10+295.000 IZQ. 340.00 15.00 340.00 Entrega a aliviadero al final

10+210.000 10+275.000 DER. 65.00 15.00 65.00 Entrega a aliviadero al final







11+135.000 12+795.000 DER. 1,660.00 15.00 1,660.00 Entrega a aliviadero al final




12+805.000 17+182.151 DER. 4,377.15 4,377.15





















17+770.000 20+159.510 DER. 2,389.51 2,389.51


LONGITUD(m)INICIO

(km)FINAL(km)

CANAL ALIVIADERO

(m)

CUNETA TRIANGULAR

(m)







UBICACIÓNLADO

635.D 635.AENTREGASLONGITUD

(m)INICIO(km)

FINAL(km)

CANAL ALIVIADERO

(m)

CUNETA TRIANGULAR

(m)18+105.000 18+175.000 IZQ. 70.00 70.00 Entrega a 18+130

18+230.000 18+275.000 IZQ. 45.00 15.00 45.00 Entrega a aliviadero al inicio

18+350.000 18+385.000 IZQ. 35.00 15.00 35.00 Entrega a aliviadero al inicio










20+675.000 20+805.250 IZQ. 130.25 130.25






22+505.000 22+684.560 IZQ. 179.56 179.56




23+355.000 23+548.780 DER. 193.78 193.78

23+540.000 24+585.000 DER. 1,045.00 15.00 1,045.00 Entrega a aliviadero al final







24+815.000 24+830.090 DER. 15.09 15.09










TOTAL 1,275.00 29,289.85







UBICACIÓNLADO

635.D 635.AENTREGASLONGITUD

(m)INICIO(km)

FINAL(km)

CANAL ALIVIADERO

(m)

CUNETA TRIANGULAR

(m)

Excavación Manual 0.2061Eliminación Material Excedente 0.2061

0.1498Encofrado 0.0499Junta de Dilatación y Construcción m 0.4894Perfilado y Compactado Manual 0.9699

m3

m3

Concreto f`c= 175 kg/cm2 m3

m2

m2






METRADO DE CANAL DE RIEGO

UBICACIÓN LADO 635.B ENTREGAS

2+090.00 2+160.00 DER. 70.00 Se construye el canal afectado

2+160.00 2+210.00 IZQ. 50.00 Se construye el canal afectado








TOTAL 815.00


0.1700Encofrado 0.9623Junta de Dilatación y Construcción m 0.3000Perfilado y Compactado Manual 0.8000

INICIO(km)

FINAL(km)

CANAL DERIEGO(m)

m3

m3


m2

m2






METRADO DE CUNETA CANAL CON TAPA

UBICACIÓN LADO 635.C ENTREGAS

0+030.00 D-I 15.00 Cruza la Carretera de lado Derecho a Izquierdo

0+090.00 0+140.00 50.00 Cruza en el lado Derecho a un acceso

0+160.00 0+220.00 60.00 Cruza en el lado Derecho a un acceso

1+370.00 10.00 Cruza la Calle que baja de lado Izquierdo a Derecho

1+375.00 10.00 Cruza la Calle que empalma en la Cuneta

1+650.00 1+670.00 20.00 Cruza en el lado Izquierdo a un acceso a Huamachuco

2+160.00 D-I 15.00 Canal que cruza la Carretera

2+650.00 D-I 20.00 Canal que cruza la Carretera, al final del Puente

3+660.00 3+675.00 15.00 Cruza en el lado Izquierdo a un acceso a Shiracmaca

3+725.00 3+740.00 15.00 Cruza en el lado Derecho a un acceso a Shiracmaca

4+100.00 4+115.00 15.00 Cruza en el lado Izquierdo a un acceso a Shiracmaca, en Parque

4+530.00 4+545.00 15.00 Cruza en el lado Izquierdo a un acceso a Shiracmaca

13+000.00 13+040.00 I-D 40.00 Canal que cruza la Carretera, en forma diagonal

25+640.00 25+680.00 I-D 40.00 Canal que cruza la Carretera, en forma diagonal

26+200.00 26+215.00 15.00 Cruza en el lado Derecho a un acceso a Baños Yanasara

26+255.00 I-D 30.00 Canal que cruza la Carretera, en forma diagonal

26+790.00 I-D 20.00 Cruza la Carretera de Derecha a Izquierda

26+805.00 26+880.00 75.00 Zona de Estacionamiento

27+945.00 27+960.00 15.00 Cruza en el lado Izquierdo a un acceso a El Pallar

28+160.00 28+170.00 10.00 Cruza en el lado Izquierdo a un acceso a El Pallar

SUB TOTAL 505.00

INICIO(km)

FINAL(km)

CUNETA CANALCON TAPA(m)






METRADO DE CUNETA CANAL CON TAPA

UBICACIÓN LADO 635.C ENTREGAS

0+000.00 1+360.00 DER. 1,360.00 Entrega a una Alcantarilla en 0+810

0+180.00 1+440.00 IZQ. 1,260.00 Entrega en 1+440 a una cuneta triangular

3+580.00 3+903.40 IZQ. 323.40 Entrega a cuneta canal en 3+665

3+920.00 4+390.00 IZQ. 470.00

3+580.00 3+710.00 DER. 130.00 Entrega al Baden 3+530

3+775.00 3+903.40 DER. 128.40

3+920.00 4+390.00 DER. 470.00

26+200.00 26+805.00 IZQ. 605.00 Entrega a una alcantarilla

26+880.00 27+000.00 IZQ. 120.00 Entrega al badén

26+200.00 26+790.00 DER. 590.00 Entrega a un cuneta rectangular con tapa

26+805.00 27+000.00 DER. 195.00 Entrega a un cuneta canal con tapa

27+960.00 28+290.00 IZQ. 330.00 El Pallar

SUB TOTAL 5,981.80

TOTAL 6486.80


0.09700.25500.0350

Encofrado 1.4645Perfilado y Compactado Manual 0.7000Acero Kg 20.0812Junta de Dilatación y Construcción m 0.1000

INICIO(km)

FINAL(km)

CUNETA CANALCON TAPA(m)

m3

m3




m2

m2






METRADO DE CUNETA DE CORONACION

UBICACIÓN LADO 635.D 635.F ENTREGAS

10+805.000 10+815.000 IZQ. 50.00 75.00 50.00 5 banquetas

14+505.000 14+550.000 DER. 45.00 10.00 45.00 Una banqueta

15+010.000 15+035.000 DER. 50.00 25.00 50.00 2 banquetas

15+115.000 15+165.000 DER. 50.00 10.00 50.00 Una banqueta

15+115.000 15+150.000 DER. 35.00 15.00 35.00 Una banqueta

15+125.000 15+150.000 DER. 25.00 15.00 25.00 Una banqueta

15+125.000 15+145.000 DER. 40.00 30.00 40.00 2 banquetas

16+010.000 16+075.000 DER. 65.00 10.00 65.00 Una banqueta

16+030.000 16+075.000 DER. 45.00 15.00 45.00 Una banqueta

17+190.000 17+205.000 DER. 45.00 35.00 45.00 3 banquetas

17+370.000 17+430.000 DER. 60.00 15.00 60.00 Una banqueta

17+370.000 17+415.000 DER. 45.00 15.00 45.00 Una banqueta



17+795.000 17+810.000 DER. 30.00 30.00 30.00 2 banquetas

17+885.000 17+945.000 DER. 120.00 30.00 120.00 2 banquetas

17+910.000 17+945.000 DER. 70.00 30.00 70.00 2 banquetas

17+955.000 17+980.000 DER. 100.00 100.00 4 banquetas

17+960.000 17+980.000 DER. 20.00 20.00 Una banqueta

17+980.000 18+030.000 DER. 50.00 15.00 50.00 Una banqueta

18+295.000 18+365.000 DER. 70.00 15.00 70.00 Una banqueta

21+135.000 21+155.000 IZQ. 40.00 30.00 40.00 2 banquetas

TOTAL 450.00 1,135.00

Excavación Manual 0.24270.1227

Encofrado y Desencofrado 0.0409Junta de Dilatación y Construcción m 0.4089Eliminación material excedente 0.2427

LONGITUD(m)INICIO

(km)FINAL(km)

CANALALIVIADERO

CUNETA DECORONACION

m3


m2

m3

0.5

1

Banqueta de Corte

Variable

1

Talud de Corte

CUNETA DE CORONACION

Escala 1/20

1

1






METRADO DE ZANJA DE DRENAJE

UBICACIÓN LADO 635.E ENTREGAS

4+740.00 4+860.00 DER. 120.00 Entrega a una Alcantarilla

8+680.00 9+480.00 DER. 800.00 Entrega a una Alcantarilla

27+660.00 27+945.00 IZQ. 285.00 Entrega a una Alcantarilla

TOTAL 1,205.00

INICIO(km)

FINAL(km)

ZANJA DEDRENAJE






METRADO DE BORDILLO

UBICACIÓN LADO 638.B 635.D ENTREGAS

INICIO FINAL BORDILLO

(km) (km) (m) (m)

10+985.00 10+995.00 IZQ. 10.00 20.00 Entrega a aliviadero al final del tramo






12+850.00 12+865.00 DER. 15.00 13.50 Entrega a aliviadero al final del tramo















TOTAL 439.00 319.70

Excavación Manual 0.04610.0700

Encofrado y Desencofrado 0.3090Junta de Dilatación y Construcción m 0.1016Acero Kg. 2.8811Eliminación 0.0461

CANALALIVIADERO

m3


m2

m3






METRADO DE SUBDRENES

625.B 605.A 601.A 650.H 625.D 625.E

N°

PROGRESIVA SUB DREN

Ubicación

0.72 m2 0.08 m2 0.80 m2 3.80 ml

1 0+805.000 1+050.000 245.00 176.40 19.60 196.00 931.00 245.00 2.50 0+885.000

2 1+700.000 1+780.000 80.00 57.60 6.40 64.00 304.00 80.00 2.50 0+965.000

3 2+160.000 2+340.000 180.00 129.60 14.40 144.00 684.00 180.00 2.50 2+250.000

4 2+320.000 2+510.000 190.00 136.80 15.20 152.00 722.00 190.00 2.50 2+410.000

5 2+650.000 2+820.000 170.00 122.40 13.60 136.00 646.00 170.00 2.50 2+740.000

6 3+530.000 3+660.000 130.00 93.60 10.40 104.00 494.00 130.00 2.50 5+270.000

7 4+860.000 4+950.000 90.00 64.80 7.20 72.00 342.00 90.00 2.50 6+105.000

8 5+205.000 5+350.000 145.00 104.40 11.60 116.00 551.00 145.00 2.50 6+780.000

9 6+050.000 6+250.000 200.00 144.00 16.00 160.00 760.00 200.00 2.50 10+620.000

10 6+700.000 7+000.000 300.00 216.00 24.00 240.00 1140.00 300.00 2.50 11+800.000

11 10+400.000 10+535.000 135.00 97.20 10.80 108.00 513.00 135.00 2.50 11+880.000

12 10+525.000 10+700.000 175.00 126.00 14.00 140.00 665.00 175.00 2.50 12+200.000

13 11+720.000 12+795.000 1075.00 774.00 86.00 860.00 4085.00 1075.00 2.50 12+300.000

14 12+810.000 13+150.000 340.00 244.80 27.20 272.00 1292.00 340.00 2.50 12+480.000

15 14+520.000 14+720.000 200.00 144.00 16.00 160.00 760.00 200.00 2.50 12+920.000

16 15+220.000 15+845.000 625.00 450.00 50.00 500.00 2375.00 625.00 2.50 14+650.000

17 16+080.000 16+307.000 227.00 163.44 18.16 181.60 862.60 227.00 2.50 15+390.000

18 16+629.000 16+669.000 40.00 28.80 3.20 32.00 152.00 40.00 2.50 15+580.000

19 18+850.000 18+950.000 100.00 72.00 8.00 80.00 380.00 100.00 2.50 19+450.000

20 19+360.000 20+374.000 1014.00 730.08 81.12 811.20 3853.20 1014.00 2.50 19+530.000

TOTAL 4,075.92 452.88 4,528.80 21,511.80 5,661.00 2.50 19+710.000

2.50 19+910.000

2.50 20+070.000

2.50 20+160.000

TOTAL 60.00

Subdren Profundo

(m3)

Rellenos para estructuras

(m3)

Excavacion para estructuras en roca

en seco(m3)

Geotextil no Tejido Clase

2(m2)

Tuberia corrugada perforada HDPE D

= 6" (ml)

Tuberia de Ventilacion

(m)INICIO(km)

FINAL(km)

Lado Izquierdo

(m)Lado Derecho

(m)






METRADO DE DESCARGA DE SUBDRENES

601.A 605.A 625.C1 610.F 612.A 640.A 625.B1

DESCARGA DE SUBDRENES

Progresiva

0.72 m3 0.54 m3 0.28 m3 2.03 m2 0.72 m2

6+700.00 12.50 9.00 6.87 12.50 0.28 2.03 0.72 1.85

10+700.00 14.00 10.08 7.68 14.00 0.28 2.03 0.72 2.12

13+150.00 12.50 9.00 6.87 12.50 0.28 2.03 0.72 1.85

14+720.00 15.00 10.80 8.22 15.00 0.28 2.03 0.72 2.30

18+950.00 16.00 11.52 8.76 16.00 0.28 2.03 0.72 2.48

TOTAL 50.40 38.41 70.00 1.40 10.15 3.60 10.62

DESCARGA TRANSV. DE

SUBDREN (mt.)

Excavacion paraestructuras

en roca en seco(m3)


(m3)

Tubo dePVC SAP

D = 6" (ml)

ConcretoClase F

(f'c=140 kg/cm2)(m3)


(m2)

Emboquillado de Piedra e=0.20m.

(m2)

Descarga Transversal de

Subdren (m3)

RELLENO

DE ARENA

0.60

TUBO PVC SAPD=6"

0.90

0.30

RELLENO CON

MATERIAL PROPIO






601.A 605.A 610.D 610.G 610.F1 612.A 605.B 640.A 650.H 625.D 625.C2 655.A 615.A 230.A

N°

PROGRESIVAS Area sec. Area sec.

Area Uña

Inicio Final corte Relleno

Tipo de Muro (H)

Longitud (m)

Area Seccion del muro

Area Encofrado

por MlPeso Acero

por Ml

Excavacion para estructuras en roca en seco

(m3)


(m3)

Concreto clase D (f'c=210 Kg/cm2)

(m3)

Concreto clase G (f'c=175 Kg/cm2 +

30% P.M.)(m3)

Concreto clase F1 (f'c=100

Kg/cm2)(m3)

Encofrado y desencofrado

(m2)Material

Filtrante. (m3)Emboquillado de piedra e = 0.20m. (m2)

Geotextilno tejidoclase 2

(m2)

Tub. Corrugada perforada

HDPE Ø 6" (m)

Tubo PVC SAP Ø3" (m)

Junta dilat./Muros

(m2)

Acero de refuerzofy=4200kg/cm2

(kg)

Prestamomaterial de

cantera(m3)

1 1+785.00 1+805.00 3.00 10.02 7.65 20.00 2.57 0.00 7.62 99.67 200.30 153.00 51.39 7.14 162.61 16.74 100.00 71.40 20.00 26.60 5.14 1,993.34 153.00

2 1+990.00 2+010.00 3.00 10.88 8.29 20.00 2.57 0.00 7.62 99.67 217.60 165.80 51.39 7.14 162.61 16.74 100.00 71.40 20.00 26.60 5.14 1,993.34 165.80

3 4+735.00 4+850.00 1.50 5.47 2.07 115.00 1.61 0.00 4.69 0.00 628.94 237.48 185.50 561.46 44.51 575.00 238.05 115.00 55.63 19.36 0.00 237.48

4 5+711.50 5+716.50 4.00 13.03 10.66 5.00 3.70 0.36 9.72 160.17 65.15 53.30 20.32 2.46 56.02 5.69 25.00 22.85 5.00 7.63 0.00 800.84 53.30

5 5+789.50 5+805.00 4.50 14.33 13.29 15.50 4.42 0.36 10.82 191.33 222.12 206.00 74.12 7.34 181.04 19.95 77.50 78.59 15.50 21.54 4.42 2,965.66 206.00

6 6+425.00 6+435.00 5.00 20.31 20.28 10.00 5.23 0.00 11.93 236.10 203.10 202.80 52.32 5.34 134.96 14.37 50.00 55.70 10.00 14.25 5.23 2,361.00 202.80

7 8+075.00 8+090.00 2.50 8.76 6.38 15.00 3.23 0.00 6.86 0.00 131.40 95.70 48.46 112.57 10.31 75.00 46.05 15.00 17.20 3.23 0.00 95.70

8 8+100.00 8+110.00 2.00 4.98 3.49 10.00 2.37 0.00 5.78 0.00 49.80 34.90 23.71 64.93 5.37 50.00 25.70 10.00 7.75 2.37 0.00 34.90

9 11+215.00 11+230.00 3.00 8.56 5.74 15.00 2.57 0.00 7.62 99.67 128.40 86.10 38.54 5.44 121.96 12.56 75.00 53.55 15.00 20.20 2.57 1,495.01 86.10

10 11+285.00 11+295.00 3.00 11.39 7.76 10.00 2.57 0.00 7.62 99.67 113.90 77.60 25.70 3.74 83.87 8.37 50.00 35.70 10.00 13.80 2.57 996.67 77.60

11 12+389.00 12+399.00 1.50 4.56 3.19 10.00 1.61 0.36 4.69 0.00 45.60 31.90 19.73 51.70 3.87 50.00 20.70 10.00 5.75 1.61 0.00 31.90

12 13+391.00 13+396.00 3.00 9.26 8.63 5.00 2.57 0.36 7.62 99.67 46.30 43.15 14.65 2.04 43.22 4.19 25.00 17.85 5.00 7.40 0.00 498.34 43.15

13 13+550.00 13+565.00 3.50 13.13 8.75 15.00 3.02 0.36 8.62 131.68 196.95 131.25 50.73 5.92 138.35 14.81 75.00 61.05 15.00 20.88 3.02 1,975.17 131.25

14 13+795.00 13+805.00 4.00 16.24 12.66 10.00 3.70 0.00 9.72 160.17 162.40 126.60 37.05 4.51 108.33 11.37 50.00 45.70 10.00 14.25 3.70 1,601.67 126.60

15 13+815.00 13+830.00 3.00 10.19 7.16 15.00 2.57 0.00 7.62 99.67 152.85 107.40 38.54 5.44 121.96 12.56 75.00 53.55 15.00 20.20 2.57 1,495.01 107.40

16 14+605.00 14+615.00 2.50 9.46 6.06 10.00 3.23 0.00 6.86 0.00 94.60 60.60 32.31 78.28 6.87 50.00 30.70 10.00 11.80 3.23 0.00 60.60

17 14+615.00 14+630.00 2.00 5.60 3.48 15.00 2.37 0.00 5.78 0.00 84.00 52.20 35.56 93.83 8.06 75.00 38.55 15.00 11.13 2.37 0.00 52.20

18 14+665.00 14+675.00 2.00 5.08 3.67 10.00 2.37 0.00 5.78 0.00 50.80 36.70 23.71 64.93 5.37 50.00 25.70 10.00 7.75 2.37 0.00 36.70

19 14+830.00 14+850.00 3.50 11.05 8.68 20.00 3.02 0.00 8.62 131.68 221.00 173.60 60.44 7.77 184.47 19.74 100.00 81.40 20.00 27.50 6.04 2,633.56 173.60

20 14+946.00 14+956.00 1.50 4.73 2.89 10.00 1.61 0.36 4.69 0.00 47.30 28.90 19.73 51.70 3.87 50.00 20.70 10.00 5.75 1.61 0.00 28.90

21 14+985.00 14+995.00 5.00 24.94 20.85 10.00 5.23 0.00 11.93 236.10 249.40 208.50 52.32 5.34 134.96 14.37 50.00 55.70 10.00 14.25 5.23 2,361.00 208.50

22 14+995.00 15+010.00 4.00 16.51 13.85 15.00 3.70 0.00 9.72 160.17 247.65 207.75 55.57 6.56 156.93 17.06 75.00 68.55 15.00 20.88 3.70 2,402.51 207.75

23 15+010.00 15+035.00 3.00 10.71 8.67 25.00 2.57 0.00 7.62 99.67 267.63 216.75 64.24 8.84 200.69 20.93 125.00 89.25 25.00 33.00 5.14 2,491.68 216.75

24 15+055.00 15+070.00 2.00 6.13 4.22 15.00 2.37 0.00 5.78 0.00 91.95 63.30 35.56 93.83 8.06 75.00 38.55 15.00 11.13 2.37 0.00 63.30

25 15+090.00 15+102.50 6.00 34.53 31.00 12.50 6.71 0.00 14.03 358.41 431.63 387.50 83.87 7.43 195.52 21.71 62.50 82.13 12.50 17.56 6.71 4,480.14 387.50

26 15+102.50 15+107.50 5.50 29.70 26.15 5.00 6.07 0.00 13.03 297.21 148.50 130.75 30.36 3.12 77.29 7.94 25.00 30.35 5.00 7.63 0.00 1,486.06 130.75

27 15+195.00 15+210.00 4.00 10.91 13.57 15.00 3.70 0.00 9.72 160.17 163.65 203.55 55.57 6.56 156.93 17.06 75.00 68.55 15.00 20.88 3.70 2,402.51 203.55

28 15+210.00 15+255.00 3.00 7.08 8.65 45.00 2.57 0.00 7.62 99.67 318.75 389.40 115.63 15.64 360.73 37.67 225.00 160.65 45.00 58.60 12.85 4,485.02 389.40

29 15+842.75 15+852.75 2.00 8.34 4.32 10.00 2.37 0.36 5.78 0.00 83.40 43.20 27.30 64.93 5.37 50.00 25.70 10.00 7.75 2.37 0.00 43.20

30 16+235.00 16+245.00 2.00 5.92 4.09 10.00 2.37 0.00 5.78 0.00 59.20 40.90 23.71 64.93 5.37 50.00 25.70 10.00 7.75 2.37 0.00 40.90

31 16+303.85 16+308.85 4.00 22.60 14.96 5.00 3.70 0.36 9.72 160.17 113.00 74.80 20.32 2.46 56.02 5.69 25.00 22.85 5.00 7.63 0.00 800.84 74.80

32 18+125.00 18+135.00 1.50 4.75 2.72 10.00 1.61 0.36 4.69 0.00 47.50 27.20 19.73 51.70 3.87 50.00 20.70 10.00 5.75 1.61 0.00 27.20

33 18+445.00 18+450.50 3.50 12.18 10.81 5.50 3.02 0.00 8.62 131.68 66.99 59.46 16.62 2.41 53.45 5.43 27.50 22.39 5.50 8.29 0.00 724.23 59.46

34 18+450.50 18+455.50 4.00 8.94 5.25 5.00 3.70 0.36 9.72 160.17 44.70 26.25 20.32 2.46 56.02 5.69 25.00 22.85 5.00 7.63 0.00 800.84 26.25

35 18+455.50 18+470.00 6.00 29.96 27.34 14.50 6.71 0.00 14.03 358.41 434.42 396.43 97.29 8.53 223.58 25.19 72.50 95.27 14.50 20.21 6.71 5,196.96 396.43

36 18+850.00 18+865.00 1.50 3.50 2.61 15.00 1.61 0.00 4.69 0.00 52.50 39.15 24.20 75.13 5.81 75.00 31.05 15.00 8.13 1.61 0.00 39.15

37 19+345.00 19+355.00 8.00 52.32 46.84 10.00 11.17 0.00 18.54 894.06 523.20 468.40 111.72 7.65 218.93 23.37 50.00 85.70 10.00 14.25 11.17 8,940.56 468.40






601.A 605.A 610.D 610.G 610.F1 612.A 605.B 640.A 650.H 625.D 625.C2 655.A 615.A 230.A

N°

PROGRESIVAS Area sec. Area sec.

Area Uña

Inicio Final corte Relleno

Tipo de Muro (H)

Longitud (m)

Area Seccion del muro

Area Encofrado

por MlPeso Acero

por Ml

Excavacion para estructuras en roca en seco

(m3)


(m3)

Concreto clase D (f'c=210 Kg/cm2)

(m3)

Concreto clase G (f'c=175 Kg/cm2 +

30% P.M.)(m3)

Concreto clase F1 (f'c=100

Kg/cm2)(m3)

Encofrado y desencofrado

(m2)Material

Filtrante. (m3)Emboquillado de piedra e = 0.20m. (m2)

Geotextilno tejidoclase 2

(m2)

Tub. Corrugada perforada

HDPE Ø 6" (m)

Tubo PVC SAP Ø3" (m)

Junta dilat./Muros

(m2)

Acero de refuerzofy=4200kg/cm2

(kg)

Prestamomaterial de

cantera(m3)

38 20+210.00 20+245.00 3.00 9.20 7.05 35.00 2.57 0.00 7.62 99.67 321.88 246.87 89.93 12.24 279.43 29.29 175.00 124.95 35.00 45.80 7.71 3,488.35 246.87

39 20+251.00 20+256.00 2.00 6.56 3.67 5.00 2.37 0.36 5.78 0.00 32.80 18.35 13.65 33.65 2.69 25.00 12.85 5.00 4.38 0.00 0.00 18.35

40 20+372.35 20+376.47 7.50 70.59 55.40 4.12 9.71 0.36 17.35 653.26 290.62 228.08 41.46 3.35 90.85 9.00 20.59 33.22 4.12 6.46 0.00 2,689.45 228.08

41 20+515.00 20+525.00 3.00 12.88 7.75 10.00 2.57 0.36 7.62 99.67 128.80 77.50 29.30 3.74 83.87 8.37 50.00 35.70 10.00 13.80 2.57 996.67 77.50

42 20+983.75 20+988.75 3.00 12.96 7.50 5.00 2.57 0.36 7.62 99.67 64.80 37.50 14.65 2.04 43.22 4.19 25.00 17.85 5.00 7.40 0.00 498.34 37.50

43 21+141.15 21+146.15 7.50 74.60 56.11 5.00 9.71 0.36 17.35 653.26 373.00 280.55 50.35 3.93 106.18 10.93 25.00 40.35 5.00 7.63 0.00 3,266.28 280.55

44 21+270.00 21+285.00 3.50 13.64 9.64 15.00 3.02 0.36 8.62 131.68 204.60 144.60 50.73 5.92 138.35 14.81 75.00 61.05 15.00 20.88 3.02 1,975.17 144.60

45 21+285.00 21+310.00 2.00 5.38 3.64 25.00 2.37 0.00 5.78 0.00 134.50 91.00 59.26 154.02 13.43 125.00 64.25 25.00 17.88 4.74 0.00 91.00

46 21+325.00 21+335.00 2.50 4.56 4.76 10.00 3.23 0.00 6.86 0.00 45.60 47.60 32.31 78.28 6.87 50.00 30.70 10.00 11.80 3.23 0.00 47.60

47 21+365.00 21+375.00 1.50 2.83 2.43 10.00 1.61 0.00 4.69 0.00 28.30 24.30 16.13 51.70 3.87 50.00 20.70 10.00 5.75 1.61 0.00 24.30

48 21+470.00 21+495.00 2.00 4.00 3.39 25.00 2.37 0.00 5.78 0.00 99.88 84.63 59.26 154.02 13.43 125.00 64.25 25.00 17.88 4.74 0.00 84.63

49 21+555.00 21+565.00 3.50 6.52 8.70 10.00 3.02 0.36 8.62 131.68 65.20 87.00 33.82 4.07 95.26 9.87 50.00 40.70 10.00 14.25 3.02 1,316.78 87.00

50 21+565.00 21+590.00 3.50 4.60 8.76 25.00 3.02 0.00 8.62 131.68 115.00 219.00 75.55 9.62 227.56 24.68 125.00 101.75 25.00 34.13 6.04 3,291.95 219.00

51 21+610.00 21+630.00 2.50 6.43 4.95 20.00 3.23 0.00 6.86 0.00 128.60 99.00 64.61 150.10 13.74 100.00 61.40 20.00 22.60 6.46 0.00 99.00

52 21+630.00 21+645.00 2.00 3.87 3.77 15.00 2.37 0.00 5.78 0.00 58.05 56.55 35.56 93.83 8.06 75.00 38.55 15.00 11.13 2.37 0.00 56.55

53 21+890.00 21+905.00 2.00 4.11 3.36 15.00 2.37 0.00 5.78 0.00 61.65 50.40 35.56 93.83 8.06 75.00 38.55 15.00 11.13 2.37 0.00 50.40

54 21+905.00 21+915.00 2.00 7.02 3.77 10.00 2.37 0.36 5.78 0.00 70.20 37.70 27.30 64.93 5.37 50.00 25.70 10.00 7.75 2.37 0.00 37.70

55 22+170.00 22+190.00 3.50 12.81 8.93 20.00 3.02 0.36 8.62 131.68 256.20 178.60 67.64 7.77 184.47 19.74 100.00 81.40 20.00 27.50 6.04 2,633.56 178.60

56 22+445.00 22+455.00 3.50 9.26 9.78 10.00 3.02 0.00 8.62 131.68 92.60 97.80 30.22 4.07 95.26 9.87 50.00 40.70 10.00 14.25 3.02 1,316.78 97.80

57 22+631.00 22+636.00 1.50 5.06 3.00 5.00 1.61 0.36 4.69 0.00 25.30 15.00 9.86 26.66 1.94 25.00 10.35 5.00 3.38 0.00 0.00 15.00

58 23+315.00 23+335.00 3.00 9.36 7.52 20.00 2.57 0.00 7.62 99.67 187.20 150.30 51.39 7.14 162.61 16.74 100.00 71.40 20.00 26.60 5.14 1,993.34 150.30

59 23+945.00 23+955.00 5.00 22.56 9.76 10.00 5.23 0.36 11.93 236.10 225.60 97.60 55.92 5.34 134.96 14.37 50.00 55.70 10.00 14.25 5.23 2,361.00 97.60

60 24+322.50 24+327.50 3.00 5.46 0.72 5.00 2.57 0.36 7.62 99.67 27.30 3.60 14.65 2.04 43.22 4.19 25.00 17.85 5.00 7.40 0.00 498.34 3.60

61 24+595.00 24+630.00 2.50 7.83 4.84 35.00 3.23 0.00 6.86 0.00 274.22 169.23 113.07 256.21 24.04 175.00 107.45 35.00 38.80 9.69 0.00 169.23

62 25+161.00 25+166.00 2.00 6.36 0.24 5.00 2.37 0.36 5.78 0.00 31.80 1.20 13.65 33.65 2.69 25.00 12.85 5.00 4.38 0.00 0.00 1.20

63 25+735.00 25+750.00 2.50 8.19 5.75 15.00 3.23 0.00 6.86 0.00 122.85 86.25 48.46 112.57 10.31 75.00 46.05 15.00 17.20 3.23 0.00 86.25

64 25+790.00 25+805.00 3.00 5.95 0.53 15.00 2.57 0.36 7.62 99.67 89.25 7.95 43.94 5.44 121.96 12.56 75.00 53.55 15.00 20.20 2.57 1,495.01 7.95

65 25+865.00 25+890.00 2.50 6.86 4.83 25.00 3.23 0.00 6.86 0.00 171.50 120.63 80.76 184.39 17.17 125.00 76.75 25.00 28.00 6.46 0.00 120.63

66 27+000.00 M. Derecha 1.50 1.80 0.92 100.00 1.61 0.00 4.69 0.00 180.00 92.00 161.30 489.56 0.00 17.74 0.00 92.00

67 27+080.00 M. Izquierda 1.50 1.80 0.92 75.00 1.61 0.00 4.69 0.00 135.00 69.00 120.98 367.57 0.00 12.90 0.00 69.00

68 27+080.00 27+120.00 1.50 1.80 0.92 40.00 1.61 0.00 4.69 0.00 72.00 36.80 64.52 197.11 0.00 6.45 0.00 36.80

69 27+300.00 27+510.00 1.50 1.80 0.92 210.00 1.61 0.00 4.69 0.00 378.00 193.20 338.73 1024.36 0.00 37.10 0.00 193.20

Total 10,898.86 8,238.06 1,888.55 1,814.15 217.96 10,193.97 796.06 4,960.59 3,427.38 992.12 1,077.43 307.97 85,202.91 8,238.06




METRADO DE ESTABILIDAD DE TALUDES METRADO DE GAVIONES

N° PROGRESIVA

Nº de Gaviones de cada tipo

N° PROGRESIVA Nº A(1.0x1.0x5.0) B(1.5x1.0x5.0) C(1.0x0.5x5.0) E(1.5x0.5x5.0) R(2.0x0.3x5.0)

1 16+040.00 33.1 1 25+630.00 3 1 1 1 1

2 16+060.00 20.00 32.7 658.00 2 25+690.00 60.00 3.5 12 180 90 30 45 36 381.00

3 16+070.00 10.00 32.5 326.00 27+970.00

28+060.00 90.00 3.5 18 270 135 45 67.5 54 571.50

4 21+140.00 27.9 3 28+180.00

5 21+150.00 10.00 33.9 309.00 4 28+265.00 85.00 3.5 17 255 127.5 42.5 63.75 51 539.75

Total 1,293.00

Total 235.00 47 141 47 47 47 47 1,492.25

Distancia(m)

Altura(m)

Volumen(m3)Distancia

(m)Altura

(m)Area(m2)

04 Metrado Obras de Arte Huamachuco2

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