METRADO.xls

HOJA DE METRADOS PARA MOVIMIENTO DE TIERRAS

PROYECTO : "CONSTRUCCION CANAL DE RIEGO SAN JOSÉ DE SUCRE" PROV. : FAJARDO PROPIET. : PROYECTO ESPECIAL SIERRA CENTRO SUR - AYACUCHO DPTO. : : AYACUCHO DISTRITO : COLCA

03.00.00 === ANTECANAL=====

Roca Fija Roca suelta

0+00 - 0+025 2.5 62.50 10 20 70 6.25 12.5 43.750+025 - 0+045 2.5 50.00 30 30 40 15 15 200+045 - 0+090 2.5 112.50 20 20 60 22.5 22.5 67.50+090 - 0+093 2.5 7.50 10 15 75 0.75 1.13 5.63

TOTAL 44.50 51.13 136.88

03.00.00 ===CANAL DESRIPEADOR=====


0+00 - 0+025 0.97 24.25 10 20 70 2.425 4.85 16.9750+025 - 0+055 0.97 29.10 30 30 40 8.73 8.73 11.64

TOTAL 11.15 13.58 28.62

04.04.00 === CAJAS DE INSPECCION (11 UNID.)=====

Nº de Cajas Roca Fija Roca suelta

1.0 3.46 3.46 10 15 75 0.3456 0.5184 2.5921.0 3.46 3.46 80 20 0 2.7648 0.6912 01.0 3.46 3.46 90 10 0 3.1104 0.3456 01.0 3.46 3.46 50 40 10 1.728 1.3824 0.34561.0 3.46 3.46 80 10 10 2.7648 0.3456 0.34561.0 3.46 3.46 80 10 10 2.7648 0.3456 0.34561.0 3.46 3.46 60 20 20 2.0736 0.6912 0.69121.0 3.46 3.46 80 10 10 2.7648 0.3456 0.34561.0 3.46 3.46 60 20 20 2.0736 0.6912 0.69121.0 3.46 3.46 70 20 10 2.4192 0.6912 0.34561.0 3.46 3.46 10 15 75 0.3456 0.5184 2.592

TOTAL 23.1552 6.5664 8.2944

04.04.00 === TOMAS LATERALES (11 UNID.)=====

Nº de Cajas Roca Fija Roca suelta

1.0 3.46 3.46 20 20 60 0.6912 0.6912 2.07362.0 3.46 6.91 20 20 60 0.6912 0.6912 4.14721.0 3.46 3.46 10 20 70 0.3456 0.6912 2.41922.0 3.46 6.91 10 10 80 0.3456 0.3456 5.52961.0 3.46 3.46 10 15 75 0.3456 0.5184 2.5924.0 3.46 13.82 10 25 65 0.3456 0.864 8.9856

TOTAL 2.7648 3.8016 25.7472

05.01.00 === DESARENADOR=====

Nº Roca Fija Roca suelta

1.0 75.03 75.03 10 15 75 7.50 11.25 56.27TOTAL 7.50 11.25 56.27

05.02.00 === POZA DE CAPTACION=====


1.0 3.21 3.21 10 15 75 0.32 0.48 2.41TOTAL 0.32 0.48 2.41

KM. ANTECANAL

Volumen Unitario

(M3)

Volumen Total (M3)

Roca Fija (%)

Roca suelta (%)

Material Comun (%)

Material Suelto

KM. ANTECANAL

Volumen Unitario

(M3)

Volumen Total (M3)

Roca Fija (%)

Roca suelta (%)

Material Comun (%)

Material Suelto

Volumen Unitario

(M3)

Volumen Total (M3)

Roca Fija (%)

Roca suelta (%)

Material Comun (%)

Material Suelto

Volumen Unitario

(M3)

Volumen Total (M3)

Roca Fija (%)

Roca suelta (%)

Material Comun (%)

Material Suelto

Volumen Unitario

(M3)

Volumen Total (M3)

Roca Fija (%)

Roca suelta (%)

Material Comun (%)

Material Suelto

Volumen Unitario

(M3)

Volumen Total (M3)

Roca Fija (%)

Roca suelta (%)

Material Comun (%)

Material Suelto

HOJA DE METRADOS PARA MOVIMIENTO DE TIERRAS

PROYECTO : "CONSTRUCCION CANAL DE RIEGO SAN JOSÉ DE SUCRE" PROV. : FAJARDO PROPIET. : PROYECTO ESPECIAL SIERRA CENTRO SUR - AYACUCHO DPTO. : : AYACUCHO DISTRITO : COLCA

05.03.00 === CANOAS (24 UNID.)=====

Nº de Canoas Roca Fija Roca suelta

4.0 2.70 10.80 90 10 0 9.71568 1.07952 01.0 2.70 2.70 60 20 20 1.61928 0.53976 0.539761.0 2.70 2.70 80 10 10 2.15904 0.26988 0.269882.0 2.70 5.40 60 20 20 1.61928 0.53976 1.079521.0 2.70 2.70 65 20 15 1.75422 0.53976 0.404821.0 2.70 2.70 70 20 10 1.88916 0.53976 0.269881.0 2.70 2.70 20 20 60 0.53976 0.53976 1.619283.0 2.70 8.10 20 20 60 0.53976 0.53976 4.857841.0 2.70 2.70 10 20 70 0.26988 0.53976 1.889161.0 2.70 2.70 10 10 80 0.26988 0.26988 2.159041.0 2.70 2.70 10 15 75 0.26988 0.40482 2.02416.0 2.70 16.19 10 25 65 0.26988 0.6747 10.525321.0 2.70 2.70 10 10 80 0.26988 0.26988 2.15904

TOTAL 21.18558 6.747 27.79764

05.04.00 === RAPIDAS KM 2+740 - 2+760 ====

Nº de Rapidas Roca Fija Roca suelta

1.0 39.19 39.19 20 20 60 7.84 7.84 23.51TOTAL 7.84 7.84 23.51

05.05.00 ===TOMA TIPICA DE INGRESO Y SALIDA (02 UNIDAD)====

Nº de Tomas Roca Fija Roca suelta

2.0 2.90 5.8 20 20 60 1.16 1.16 3.48TOTAL 1.16 1.16 3.48

05.05.00 ===VERTEDERO====


1.0 20.40 20.398 0 80 20 0.00 16.32 4.08TOTAL 0.00 16.32 4.08

05.09.00 === ALCANTARILLAS ====


1.0 20.62 20.616 10 20 70 2.0616 4.1232 14.43121.0 20.62 20.616 60 20 20 12.3696 4.1232 4.12322.0 20.62 41.232 10 15 75 2.0616 3.0924 30.9243.0 20.62 61.848 10 25 65 2.0616 5.154 40.20121.0 20.62 20.616 10 10 80 2.0616 2.0616 16.4928

TOTAL 20.616 18.5544 106.1724

05.10.00 === CANAL DE PURGA=====


1.0 1.62 1.62 10 15 75 0.16 0.24 1.22TOTAL 0.16 0.24 1.22

Volumen Unitario

(M3)

Volumen Total (M3)

Roca Fija (%)

Roca suelta (%)

Material Comun (%)

Material Suelto

Volumen Unitario

(M3)

Volumen Total (M3)

Roca Fija (%)

Roca suelta (%)

Material Comun (%)

Material Suelto

Volumen Unitario

(M3)

Volumen Total (M3)

Roca Fija (%)

Roca suelta (%)

Material Comun (%)

Material Suelto

Nº de Vertedero

Volumen Unitario

(M3)

Volumen Total (M3)

Roca Fija (%)

Roca suelta (%)

Material Comun (%)

Material Suelto

Nº de Alcantarillas

Volumen Unitario

(M3)

Volumen Total (M3)

Roca Fija (%)

Roca suelta (%)

Material Comun (%)

Material Suelto

Volumen Unitario

(M3)

Volumen Total (M3)

Roca Fija (%)

Roca suelta (%)

Material Comun (%)

Material Suelto

HOJA DE METRADOS EN OBRAS DE ARTE

PROYECTO : "CONSTRUCCION CANAL DE RIEGO SAN JOSÉ DE SUCRE" PROV. : FAJARDO

PROPIET. : PROYECTO ESPECIAL SIERRA CENTRO SUR - AYACUCHO DPTO. : AYACUCHO

DISTRITO : COLCA

PART. D E S C R I P C I Ó N Und.N° de DIMENSIONES (m)

PARCIAL TOTALVeces Largo Ancho Alto

05.05.05 ===VERTEDERO ===

01.00.00 TRAZO Y REPLANTEO PRELIMINAR

01.01.00 Trazo y replanteo 30.00

01.01.01 vertedero M2 1.00 0.80 5.00 - 4.00

01.01.02 canal de evacuacion M2 1.00 5.20 5.00 - 26.00

02.00.00 MOVIMIENTO DE TIERRAS

02.01.00 Excavacion 20.40

02.01.00 vertedero + canal de evacuacion M3 1.00 area -> 3.29 6.20 20.40

03.00.00 ENCOFRADO Y DESENCOFRADO 50.40

03.01.00 vertedero + canal de evacuacion (lateral) M2 4.00 area -> 12.60 - 50.40

04.00.00 CONC. SIMPLE fć=175 Kg/cm2 M3 7.42

fć=140 Kg/cm2+ 40% P.G.

04.01.00 Vertedero M3 1.00 area -> 0.56 4.00 2.24

04.02.00 Muros laterales M3 2.00 area -> 0.57 1.00 1.14

04.03.00 Canal de Evacuacion M3 1.00 area -> 1.01 4.00 4.04

05.00.00 TARRAJEO DE IMPERMEABILIZACION 25.20

05.01.00 vertedero + canal de evacuacion (lateral) M2 2.00 area -> 12.60 - 25.20

06.00.00 ENROCADO DE PROTECCION 1.48

06.01.00 Enrocado a pie de canal M3 1.00 area -> 0.37 4.00 1.48




DISTRITO : COLCA



05.05.05 ===TOMAS LATERALES===

01.00.00 TRAZO Y REPLANTEO PRELIMINAR M2

01.01.00 Trazo y replanteo 1 1.60 1.60 - 2.56 2.56

02.00.00 MOVIMIENTO DE TIERRAS M3 3.46

02.01.00 Excavacion de caja de inspeccion 1.00 1.60 1.60 1.35 3.46

03.00.00 ENCOFRADO Y DESENCOFRADO M2 16.04

03.01.00 Base 4.00 1.60 - 0.15 0.96

03.02.00 Muros 8.00 1.30 - 1.20 12.48

03.03.00 Tapa lados 4.00 1.18 - 0.10 0.47

03.04.00 Tapa base 1.00 1.18 1.80 - 2.12

04.00.00 CONCRETO ARMADO fć=175 Kg/cm2 M3 1.38

04.01.00 Base 1.00 1.60 1.60 0.15 0.38

04.02.00 Muros 4.00 1.30 1.10 0.15 0.86

04.03.00 Tapa 1.00 1.18 1.18 0.10 0.14

06.00.00 ACEROS DE REFUERZO fý=4200 kg/cm2 KG Nº veces L Ø fierro Kg/ml. Peso(kg) 108.35

06.01.00 Base

06.01.01 Acero Longitudinal 8.00 1.55 1/2" 1.02 12.65

06.01.02 Acero Transversal 8.00 1.55 1/2" 1.02 12.65

06.02.00 Muros de la toma



06.03.00 Tapa de la toma



06.03.03 Ganchos para asas 2.00 0.80 3/8" 0.58 0.93

07.00.00 TARRAJEO DE IMPERMEABILIZACION M2 7.20

07.01.00 Base 4.00 1.60 - 0.15 0.96

07.02.00 Muros 4.00 1.30 - 1.20 6.24




DISTRITO : COLCA



05.02.00 ==CANAL DE PURGA==


01.01.00 Trazo y replanteo 1 6.00 0.40 2.4 2.40


02.01.00 Excavacion 1.00 6.00 Area=> 0.27 1.62


03.01.00 Paredes 4.00 5.00 - 0.40 8.00

04.00.00 CONCRETO SIMPLE fć=175 Kg/cm2 M3 0.65

04.01.00 Base 1.00 5.00 0.50 0.10 0.25

04.02.00 Muros 2.00 5.00 0.10 0.40 0.40


05.01.00 Base 1.00 5.00 - 0.30 1.50

05.02.00 Muros 2.00 5.00 - 0.40 4.00

06.00.00 ENROCADO A PIE DEL CANAL e =0.25 M3 1.00 1.00 0.50 0.50 0.25 0.25




DISTRITO : COLCA



05.02.00 ==POZA DE CAPTACION==






03.01.00 Paredes 3.00 1.00 - 1.70 5.10


04.01.00 Base 1.00 1.40 1.70 0.20 0.48

04.02.00 Muros 2.00 1.70 0.20 1.00 0.68

1.00 1.00 0.20 1.00 0.20


06.01.00 Base



06.02.00 Muros




07.01.00 Base 1.00 1.00 - 1.70 1.70

07.02.00 Muros 2.00 1.00 - 1.70 3.40

1.00 1.00 - 1.00 1.00

08.00.00 JUNTAS ELASTOMERICAS ML 1.00 1.40 - - 1.40 1.40


PROYEC : "CONSTRUCCION CANAL DE RIEGO SAN JOSÉ DE SUCRE" PROV. : FAJARDO


DISTRITO : COLCA



05.05.05 ==CAJAS DE INSPECCION ==






03.01.00 Base 4.00 1.60 - 0.15 0.96

03.02.00 Muros 8.00 1.30 - 1.20 12.48

03.03.00 Tapa lados 4.00 1.18 - 0.10 0.47

03.04.00 Tapa base 1.00 1.18 1.80 - 2.12


04.01.00 Base 1.00 1.60 1.60 0.15 0.38

04.02.00 Muros 4.00 1.30 1.30 0.15 1.01

04.03.00 Tapa 1.00 1.18 1.18 0.10 0.14


06.01.00 Base









06.03.03 Ganchos para asas 2.00 0.80 3/8" 0.58 0.93


07.01.00 Base 4.00 1.60 - 0.15 0.96

07.02.00 Muros 4.00 1.30 - 1.20 6.24

08.00.00 INSTALACION DE ACCESORIOS

08.01.00 TUBERIA PVC SAP 4" SAL ML 0.20 - - - 0.20 0.20 08.02.00 ADAPTADOR PVC 4" SAL UND 1.00 - - - 1.00 1.00 08.03.00 CODO 4" X 90º Fº Gº UND 1.00 - - - 1.00 1.00 08.04.00 NIPLE 4" FºGº UND 1.00 - - - 1.00 1.00 08.05.00 MALLA SOLDADA UND 1.00 - - - 1.00 1.00

HOJA DE METRADOS ( UNITARIO)HOJA DE METRADOS EN OBRAS DE ARTE

PROYECTO : "CONSTRUCCION CANAL DE RIEGO SAN JOSÉ DE SUCRE" PROV. : FAJARDO PROPIET. : PROYECTO ESPECIAL SIERRA CENTRO SUR - AYACUCHO DPTO. : AYACUCHO DISTRITO : COLCA

PART. D E S C R I P C I Ó N UNID.N° de DIMENSIONES (m)


05.03.00 ==== CANOAS (01 UNIDAD)====05.03.01 TRABAJOS PRELIMINARES

Trazo y replanteo m2 16.501 5.00 3.30 - 16.50


Excavacion m3 2.70Uñas 2 1.40 0.20 0.60 0.34

Aleros 4 1.41 0.45 0.60 1.52losa canoa 1 3.00 1.40 0.20 0.84

05.03.05 ENCOFRADO Y DESENCOFRADO m2 18.21sardinel 4.00 3.00 0.75 9.00

aleros 8.00 1.41 0.63 7.05aleros 4.00 0.20 0.50 0.40

losa canoa 2.00 3.00 0.20 1.202.00 1.40 0.20 0.56

05.03.06 CONCRETO f'c=140 Kg/cm2 + 40% PG m3 4.03losa canoa 1.00 3.00 2.40 0.20 1.44

uñas 2.00 1.40 0.20 0.40 0.22

sardinel 2.00 3.00 0.20 0.75 0.90

aleros 4.00 1.41 0.20 0.63 0.71uñas alero 4.00 1.41 0.45 0.30 0.76

05.03.07 EMBOQUILLADO DE PIEDRA m2 4.30e=0.25 m. 2.00 1.00 2.15 4.30

05.03.08 TARRAJEO DE MUROS m2 15.04aleros 8.00 1.41 0.50 5.64aleros 4.00 0.20 0.50 0.40

sardinel 4.00 3.00 0.75 9.00



PROPIET. : PROYECTO ESPECIAL SIERRA CENTRO SUR - AYACUCHO DPTO. : : AYACUCHO

DISTRITO : COLCA

PART. D E S C R I P C I Ó N Und.N° de DIMENSIONES (m) PARCIAL TOTAL

Veces Largo Ancho Alto

05.01.00 ==DESARENADOR===

01.00.00 LIMPIEZA DE TERRENO M2 17.08

01.01.00 Limpieza 1 12.2 1.4 - 17.08

02.00.00 TRAZO Y REPLANTEO PRELIMINAR M2 17.08

02.01.00 Trazo y Replanteo 1 12.2 1.4 17.08


03.01.00 Transicion y Poza desarenadora 1 12.2 Area => 6.15 75.03

04.00.00 RELLENO Y COMPACTADO M3 1.83

04.01.00 Transicion y Poza desarenadora 1 12.2 Area => 0.15 1.83

05.00.00 CONCRETO f'c = 210KG/CM2 M3 12.185

05.01.00 Base de Transicion de Entrada 1 Area => 2.2 0.2 0.44

05.02.00 Paredes de la Transicion 2 2 0.2 1.44 1.152

05.03.00 Base Poza desarenadora 1 10.2 1.4 0.3 4.284

05.04.00 Paredes de Poza desarenadora 2 10.2 0.2 1.44 5.8752

05.05.00 Vertedero 1 1.4 0.2 1.55 0.434


06.01.00 Paredes de la Transicion 4 2 - 1.44 11.52

06.02.00 Paredes de Poza desarenadora 2 10.2 - 1.44 29.376

06.03.00 Vertedero 2 1.25 - 1.4 3.5

07.00.00 ACERO DE REFUERZO FY= 4200KG/CM2 KG Nº veces L Ø fierro Kg/ml. Peso(kg) 205.87

07.01.00 Base de Transicion de Entrada

Acero Longitudinal 12.00 2.00 3/8" 0.58 13.92

Acero Transversal 14.00 2.10 3/8" 0.58 17.05

07.02.00 Paredes de la Transicion



07.03.00 Base Poza desarenadora



07.04.00 Paredes de Poza desarenadora



08.00.00 JUNTA ELASTOMERICAS ML 2 1.4 - - 2.8 2.8


PROYEC : "CONSTRUCCION CANAL DE RIEGO SAN JOSÉ DE SUCRE" PROV. : FAJARDO PROPIET. : PROYECTO ESPECIAL SIERRA CENTRO SUR - AYACUCHO DPTO. : AYACUCHO DISTRITO : COLCA

PART. D E S C R I P C I Ó N Und.N° de DIMENSIONES (m) PARCIALVeces Largo Ancho Alto

=== ALCANTARILLLA===01.00.00 LIMPIEZA DE TERRENO01.01.00 Limpieza M2 1.00 5.00 3.30 - 16.5

02.00.00 TRABAJOS PRELIMINARES02.01.00 Trazo y replanteo M2 1.00 5.00 3.30 - 16.50

03.00.00 MOVIMIENTO DE TIERRAS03.01.00 Excavaciones M3

caja de aleros 2.00 1.00 2.35 1.80 8.46Aleros 4.00 1.40 0.45 0.30 0.76caja de canoa 1.00 3.00 1.40 2.60 10.92uñas 2.00 3.00 0.20 0.40 0.48

04.00.00 ENCOFRADO Y DESENCOFRADO M22.00 3.00 - 1.00 6.001.00 3.00 - 1.00 3.008.00 1.41 - 1.50 16.92

05.00.00 CONC. CICLOPEO fć=140 Kg/cm2 + 30 % P.G. M3fondo 1.00 3.00 1.40 0.20 0.84

uñas alcantarilla 2.00 3.00 0.20 0.40 0.48muros 2.00 0.20 3.00 1.00 1.20

aleros -uñas 4.00 1.41 0.45 0.30 0.76cuerpo alero 4.00 1.41 0.20 1.80 2.03

06.00.00 CONCRETO ARMADO fć=210 Kg/cm2 M3losa superior de alcantarilla 1.00 1.40 3.00 0.20 0.84

sardineles 2.00 1.40 0.20 0.80 0.45

07.00.00 ACERO DE REFUERZO fý = 4200 Kg/cm2 KG Nº veces L Ø fierro Kg/ml. Peso(kg)8.00 4.90 1/2" 1.02 39.988.00 4.30 1/2" 1.02 35.0932.00 1.50 1/2" 1.02 48.9612.00 1.50 1/2" 1.02 18.36

08.00.00 RELLENO CON MATERIAL PROPIO M3 1.00 2.60 0.8 3.00 6.24

09.00.00 ENROCADO DE e= 0.25 ENTRADA Y SALIDA M2 2.00 2.00 - 1.00 4.00

10.00.00 TARRAJEO CON MORTERO PROP. 1:2 M28.00 1.41 - 0.50 4.004.00 0.20 - 0.50 2.00

TOTAL

16.5

16.50

20.62

25.92

5.31

1.29

142.39

6.24

4.00

6.00




DISTRITO : COLCA



05.05.05 ===TOMA TIPICA ==

01.00.00 TRAZO Y REPLANTEO PRELIMINAR

01.01.00 Trazo y replanteo 2.90

01.01.01 Toma M2 1.00 1.60 1.20 1.92

01.01.02 Estructura de limpia M2 1.00 area -> 0.98 0.98


02.01.00 Excavacion 4.21

02.01.00 Cajuela M3 1.00 1.60 1.20 1.40 2.69

02.02.00 Estructura de limpia M3 1.00 area -> 0.98 1.55 1.52

03.00.00 ENCOFRADO Y DESENCOFRADO 22.10

03.01.00 Volado de Compuerta M2 2.00 0.50 0.60 0.60

M2 2.00 0.60 1.00 1.20

03.02.00 Colchon de salida M2 2.00 2.10 0.60 2.52

03.03.00 Aletas M2 2.00 2.12 0.40 1.70

03.04.00 Base de la toma M2 1.00 5.60 0.20 1.12

03.05.00 Tapa de la toma M2 2.00 1.10 1.20 2.64

03.06.00 Muros de la Toma M2 2.00 4.40 1.40 12.32

04.00.00 CONCRETO CICLOPEO M3 0.41

fć=140 Kg/cm2+ 40% P.G.

04.01.00 Volado de Compuerta M3 1.00 0.50 0.60 0.15 0.05

M3 1.00 0.60 0.15 1.00 0.09

04.02.00 Colchon de salida M3 1.00 2.10 0.60 0.15 0.19

04.03.00 Aletas M3 1.00 2.12 0.10 0.40 0.08

05.00.00 CONCRETO ARMADO fć=210 Kg/cm2 7.37

05.01.00 Base de la toma M3 1.00 1.60 1.20 0.20 0.38

05.02.00 Tapa de la toma M3 1.00 1.10 1.20 0.20 0.26

05.03.00 Muros de la Toma M3 1.00 2.00 2.40 1.40 6.72


06.01.00 Base de la toma

06.01.01 Acero Longitudinal KG 7.00 1.40 1/2" 1.02 10.00

06.01.02 Acero Transversal KG 8.00 1.10 1/2" 1.02 8.98







07.00.00 TARRAJEO DE IMPERMEABILIZACION 11.61

07.01.00 Volado de Compuerta M2 1.00 0.50 0.60 0.30

M2 1.00 0.60 1.00 0.60

07.02.00 Colchon de salida M2 1.00 2.10 0.60 1.26

07.03.00 Aletas M2 1.00 2.12 0.40 0.85

07.04.00 Base de la toma M2 1.00 5.60 0.20 1.12

07.05.00 Tapa de la toma M2 1.00 1.10 1.20 1.32

07.06.00 Muros de la Toma M2 1.00 4.40 1.40 6.16

HOJA DE EXPLANACIONES PARA VOLUMENES DE CORTE

PROYECTO : "CONSTRUCCION CANAL DE RIEGO SAN JOSÉ DE SUCRE" PROV. : HUAMANGA PROPIET. : PROYECTO ESPECIAL SIERRA CENTRO SUR - AYACUCHO DPTO. : : AYACUCHO DISTRITO : COLCA

PROG. A. CORTE Longitud Volumen Tipo de suelo VOLUMENES PARCIALES

KM M2 M total MS RS RF MS RS RF0+00 0.57 75% 15% 10%0+02 0.77 20 13.4 75% 15% 10% 10.05 2.01 1.34

0+030 0.31 10 5.4 75% 15% 10% 4.05 0.81 0.540+040 0.36 10 3.35 75% 15% 10% 2.51 0.50 0.330+060 0.43 20 7.9 75% 15% 10% 5.93 1.19 0.790+070 0.25 10 3.4 75% 15% 10% 2.55 0.51 0.340+080 0.17 10 2.1 75% 15% 10% 1.58 0.32 0.210+090 0.3 10 2.35 75% 15% 10% 1.76 0.35 0.240+100 0.2 10 2.5 75% 15% 10% 1.88 0.38 0.250+120 0.31 20 5.1 75% 15% 10% 3.82 0.76 0.510+130 0.36 10 3.35 75% 15% 10% 2.51 0.50 0.330+140 0.42 10 3.9 75% 15% 10% 2.93 0.59 0.390+150 0.54 10 4.8 75% 15% 10% 3.60 0.72 0.480+160 0.46 10 5 75% 15% 10% 3.75 0.75 0.500+170 0.44 10 4.5 75% 15% 10% 3.38 0.67 0.450+180 0.47 10 4.55 75% 15% 10% 3.41 0.68 0.460+190 0.35 10 4.1 75% 15% 10% 3.07 0.61 0.410+200 0.35 10 3.5 75% 15% 10% 2.63 0.53 0.350+220 0.33 20 6.8 75% 15% 10% 5.10 1.02 0.680+240 0.25 20 5.8 75% 15% 10% 4.35 0.87 0.580+260 0.38 20 6.3 75% 15% 10% 4.73 0.95 0.630+280 0.41 20 7.9 75% 15% 10% 5.93 1.19 0.790+290 0.45 10 4.3 75% 15% 10% 3.22 0.64 0.430+300 0.58 10 5.15 75% 15% 10% 3.86 0.77 0.520+320 0.72 20 13 0% 10% 90% 0.00 1.30 11.700+330 0.72 10 7.2 0 10% 90% 0.00 0.72 6.480+340 0.82 10 7.7 20% 60% 20% 1.54 4.62 1.540+350 0.87 10 8.45 20% 60% 20% 1.69 5.07 1.690+360 0.83 10 8.5 20% 60% 20% 1.70 5.10 1.700+380 0.65 20 14.8 0% 20% 80% 0.00 2.96 11.840+400 0.58 20 12.3 0% 20% 80% 0.00 2.46 9.840+420 2.13 20 27.1 0% 20% 80% 0.00 5.42 21.680+440 0.71 20 28.4 0% 20% 80% 0.00 5.68 22.720+460 0.72 20 14.3 0% 20% 80% 0.00 2.86 11.440+470 2.28 10 15 0% 20% 80% 0.00 3.00 12.000+480 1.86 10 20.7 0% 20% 80% 0.00 4.14 16.560+500 1.34 20 32 0% 20% 80% 0.00 6.40 25.600+520 0.91 20 22.5 0% 20% 80% 0.00 4.50 18.000+530 0.36 10 6.35 0% 20% 80% 0.00 1.27 5.080+540 1 10 6.8 0% 20% 80% 0.00 1.36 5.440+560 1.38 20 23.8 0% 20% 80% 0.00 4.76 19.040+580 1.07 20 24.5 0% 20% 80% 0.00 4.90 19.600+590 0.98 10 10.25 0% 10% 90% 0.00 1.03 9.230+600 1.17 10 10.75 0% 10% 90% 0.00 1.08 9.680+610 0.79 10 9.8 0% 10% 90% 0.00 0.98 8.820+620 1.3 10 10.45 0% 10% 90% 0.00 1.05 9.410+630 2.73 10 20.15 0% 10% 90% 0.00 2.02 18.140+640 2.76 10 27.45 0% 10% 90% 0.00 2.75 24.71




KM M2 M total MS RS RF MS RS RF0+660 2.43 20 51.9 0% 10% 90% 0.00 5.19 46.710+670 4.29 10 33.6 0% 10% 90% 0.00 3.36 30.24

TOTALES 670 583.2 91.52 101.27 390.410+680 3.77 10 40.3 0% 10% 90% 0.00 4.03 36.270+700 2.67 20 64.4 0% 10% 90% 0.00 6.44 57.960+710 2.06 10 23.65 0% 10% 90% 0.00 2.37 21.290+720 2 10 20.3 0% 10% 90% 0.00 2.03 18.270+740 1.95 20 39.5 0% 10% 90% 0.00 3.95 35.550+760 1.3 20 32.5 0% 10% 90% 0.00 3.25 29.250+770 1.13 10 12.15 0% 10% 90% 0.00 1.21 10.930+780 0.9 10 10.15 0% 10% 90% 0.00 1.02 9.140+790 0.93 10 9.15 0% 10% 90% 0.00 0.92 8.240+800 0.81 10 8.7 0% 10% 90% 0.00 0.87 7.830+820 0.56 20 13.7 70% 20% 10% 9.59 2.74 1.370+840 0.4 20 9.6 70% 20% 10% 6.72 1.92 0.960+860 0.33 20 7.3 70% 20% 10% 5.11 1.46 0.730+880 0.51 20 8.4 70% 20% 10% 5.88 1.68 0.840+890 0.39 10 4.5 70% 20% 10% 3.15 0.90 0.450+900 0.47 10 4.3 70% 20% 10% 3.01 0.86 0.430+910 0.31 10 3.9 30% 30% 40% 1.17 1.17 1.560+920 0.31 10 3.1 30% 30% 40% 0.93 0.93 1.240+940 0.4 20 7.1 30% 30% 40% 2.13 2.13 2.840+960 0.44 20 8.4 30% 30% 40% 2.52 2.52 3.360+980 0.49 20 9.3 30% 30% 40% 2.79 2.79 3.721+000 0.98 20 14.7 30% 30% 40% 4.41 4.41 5.881+020 0.64 20 16.2 10% 40% 50% 1.62 6.48 8.101+040 0.66 20 13 10% 40% 50% 1.30 5.20 6.501+060 0.55 20 12.1 10% 40% 50% 1.21 4.84 6.051+080 0.42 20 9.7 20% 30% 50% 1.94 2.91 4.851+090 0.4 10 4.1 20% 30% 50% 0.82 1.23 2.051+100 0.48 10 4.4 20% 30% 50% 0.88 1.32 2.201+120 0.44 20 9.2 20% 30% 50% 1.84 2.76 4.601+130 0.5 10 4.7 20% 30% 50% 0.94 1.41 2.351+140 0.56 10 5.3 20% 30% 50% 1.06 1.59 2.651+160 0.49 20 10.5 20% 30% 50% 2.10 3.15 5.251+170 0.45 10 4.7 20% 30% 50% 0.94 1.41 2.351+180 0.41 10 4.3 20% 30% 50% 0.86 1.29 2.151+190 0.38 10 3.95 10% 10% 80% 0.40 0.40 3.161+200 1.73 10 10.55 10% 10% 80% 1.06 1.06 8.441+220 5.21 20 69.4 10% 10% 80% 6.94 6.94 55.521+240 0.56 20 57.7 10% 10% 80% 5.77 5.77 46.161+260 0.68 20 12.4 10% 10% 80% 1.24 1.24 9.921+280 0.63 20 13.1 10% 10% 80% 1.31 1.31 10.481+290 0.57 10 6 10% 10% 80% 0.60 0.60 4.801+300 0.5 10 5.35 10% 10% 80% 0.54 0.54 4.281+320 0.45 20 9.5 10% 10% 80% 0.95 0.95 7.601+340 0.51 20 9.6 20% 20% 60% 1.92 1.92 5.761+350 0.5 10 5.05 20% 20% 60% 1.01 1.01 3.03




KM M2 M total MS RS RF MS RS RF1+360 0.44 10 4.7 20% 20% 60% 0.94 0.94 2.821+380 0.41 20 8.5 20% 20% 60% 1.70 1.70 5.101+390 0.46 10 4.35 20% 20% 60% 0.87 0.87 2.611+400 0.58 10 5.2 20% 20% 60% 1.04 1.04 3.121+420 0.18 20 7.6 20% 20% 60% 1.52 1.52 4.56

TOTALES 750 686.25 90.72 110.98 484.561+440 0.16 20 3.4 20% 20% 60% 0.68 0.68 2.041+460 0.45 20 6.1 20% 20% 60% 1.22 1.22 3.661+480 0.52 20 9.7 20% 20% 60% 1.94 1.94 5.821+500 0.58 20 11 20% 20% 60% 2.20 2.20 6.601+520 0.65 20 12.3 20% 20% 60% 2.46 2.46 7.381+540 2.69 20 33.4 20% 20% 60% 6.68 6.68 20.041+550 2.53 10 26.1 20% 20% 60% 5.22 5.22 15.661+560 2.9 10 27.15 20% 20% 60% 5.43 5.43 16.291+580 2.96 20 58.6 20% 20% 60% 11.72 11.72 35.161+590 2.66 10 28.1 10% 10% 80% 2.81 2.81 22.481+600 1.01 10 18.35 10% 10% 80% 1.84 1.84 14.681+620 0.93 20 19.4 10% 10% 80% 1.94 1.94 15.521+640 0.68 20 16.1 10% 10% 80% 1.61 1.61 12.881+660 0.51 20 11.9 10% 10% 80% 1.19 1.19 9.521+680 0.56 20 10.7 10% 10% 80% 1.07 1.07 8.561+700 1.22 20 17.8 10% 10% 80% 1.78 1.78 14.241+720 0.92 20 21.4 10% 10% 80% 2.14 2.14 17.121+740 0.76 20 16.8 20% 20% 60% 3.36 3.36 10.081+760 0.62 20 13.8 20% 20% 60% 2.76 2.76 8.281+780 0.49 20 11.1 20% 20% 60% 2.22 2.22 6.661+800 1.93 20 24.2 20% 20% 60% 4.84 4.84 14.521+820 0.79 20 27.2 20% 20% 60% 5.44 5.44 16.321+840 0.82 20 16.1 20% 20% 60% 3.22 3.22 9.661+860 0.86 20 16.8 20% 20% 60% 3.36 3.36 10.081+870 1.89 10 13.75 20% 20% 60% 2.75 2.75 8.251+880 2.1 10 19.95 20% 20% 60% 3.99 3.99 11.971+900 2.23 20 43.3 20% 20% 60% 8.66 8.66 25.981+920 0.96 20 31.9 10% 10% 80% 3.19 3.19 25.521+940 1.44 20 24 10% 10% 80% 2.40 2.40 19.201+960 1.29 20 27.3 10% 10% 80% 2.73 2.73 21.841+980 1.1 20 23.9 10% 10% 80% 2.39 2.39 19.122+000 0.8 20 19 10% 10% 80% 1.90 1.90 15.202+020 0.65 20 14.5 10% 10% 80% 1.45 1.45 11.602+040 0.69 20 13.4 10% 10% 80% 1.34 1.34 10.722+060 0.73 20 14.2 20% 20% 60% 2.84 2.84 8.522+080 0.65 20 13.8 20% 20% 60% 2.76 2.76 8.282+100 1.31 20 19.6 20% 20% 60% 3.92 3.92 11.762+120 1.02 20 23.3 20% 20% 60% 4.66 4.66 13.982+130 0.78 10 9 20% 20% 60% 1.80 1.80 5.402+140 0.63 10 7.05 20% 20% 60% 1.41 1.41 4.232+160 0.61 20 12.4 20% 20% 60% 2.48 2.48 7.442+180 0.61 20 12.2 20% 20% 60% 2.44 2.44 7.32




KM M2 M total MS RS RF MS RS RF2+200 0.69 20 13 20% 20% 60% 2.60 2.60 7.802+220 0.53 20 12.2 20% 20% 60% 2.44 2.44 7.322+240 0.29 20 8.2 20% 20% 60% 1.64 1.64 4.922+260 0.59 20 8.8 20% 20% 60% 1.76 1.76 5.282+280 0.67 20 12.6 20% 20% 60% 2.52 2.52 7.562+300 1.16 20 18.3 20% 20% 60% 3.66 3.66 10.982+320 1.27 20 24.3 20% 20% 60% 4.86 4.86 14.582+340 1.11 20 23.8 10% 20% 65% 2.38 4.76 15.47

TOTALES 920 921.25 152.10 154.48 613.492+360 1.28 20 25.5 10% 20% 65% 2.55 5.10 16.582+380 1.54 20 28.2 10% 20% 65% 2.82 5.64 18.332+400 2.1 20 36.4 10% 20% 65% 3.64 7.28 23.662+420 2.57 20 46.7 10% 20% 65% 4.67 9.34 30.362+440 2.75 20 53.2 10% 20% 65% 5.32 10.64 34.582+450 2.75 10 27.5 10% 20% 65% 2.75 5.50 17.882+460 1.41 10 20.8 10% 20% 70% 2.08 4.16 14.562+480 1.72 20 31.3 10% 20% 70% 3.13 6.26 21.912+500 0.98 20 27 10% 20% 70% 2.70 5.40 18.902+510 0.69 10 8.35 10% 20% 70% 0.84 1.67 5.852+520 0.61 10 6.5 10% 20% 70% 0.65 1.30 4.552+540 0.54 20 11.5 10% 20% 70% 1.15 2.30 8.052+560 1.03 20 15.7 10% 20% 70% 1.57 3.14 10.992+580 2.65 20 36.8 10% 20% 70% 3.68 7.36 25.762+590 2.73 10 26.9 10% 20% 70% 2.69 5.38 18.832+600 4.02 10 33.75 10% 20% 70% 3.38 6.75 23.632+620 2.68 20 67 10% 20% 70% 6.70 13.40 46.902+640 2.8 20 54.8 10% 20% 70% 5.48 10.96 38.362+650 2.8 10 28 10% 20% 70% 2.80 5.60 19.602+660 2.97 10 28.85 60% 20% 20% 17.31 5.77 5.772+680 3.53 20 65 60% 20% 20% 39.00 13.00 13.002+700 2.89 20 64.2 60% 20% 20% 38.52 12.84 12.842+720 2.44 20 53.3 60% 20% 20% 31.98 10.66 10.662+740 2.69 20 51.3 60% 20% 20% 30.78 10.26 10.262+750 1.92 10 23.05 60% 20% 20% 13.83 4.61 4.612+760 1.32 10 16.2 60% 20% 20% 9.72 3.24 3.242+780 0.92 20 22.4 60% 20% 20% 13.44 4.48 4.482+800 0.51 20 14.3 60% 20% 20% 8.58 2.86 2.862+810 0.47 10 4.9 60% 20% 20% 2.94 0.98 0.982+820 0.51 10 4.9 60% 20% 20% 2.94 0.98 0.982+840 0.61 20 11.2 60% 20% 20% 6.72 2.24 2.242+860 0.65 20 12.6 60% 20% 20% 7.56 2.52 2.522+880 0.51 20 11.6 60% 20% 20% 6.96 2.32 2.322+900 0.52 20 10.3 60% 20% 20% 6.18 2.06 2.062+910 0.57 10 5.45 60% 20% 20% 3.27 1.09 1.092+920 0.84 10 7.05 60% 20% 20% 4.23 1.41 1.412+930 0.59 10 7.15 60% 20% 20% 4.29 1.43 1.432+940 0.35 10 4.7 60% 20% 20% 2.82 0.94 0.942+960 0.57 20 9.2 60% 20% 20% 5.52 1.84 1.84




KM M2 M total MS RS RF MS RS RF2+980 0.64 20 12.1 60% 20% 20% 7.26 2.42 2.422+990 0.68 10 6.6 60% 20% 20% 3.96 1.32 1.323+000 0.69 10 6.85 60% 20% 20% 4.11 1.37 1.373+020 0.72 20 14.1 60% 20% 20% 8.46 2.82 2.823+040 0.63 20 13.5 60% 20% 20% 8.10 2.70 2.703+060 0.55 20 11.8 60% 20% 20% 7.08 2.36 2.363+080 0.72 20 12.7 60% 20% 20% 7.62 2.54 2.543+100 0.74 20 14.6 60% 20% 20% 8.76 2.92 2.923+110 0.74 10 7.4 60% 20% 20% 4.44 1.48 1.483+120 0.69 10 7.15 60% 20% 20% 4.29 1.43 1.433+130 0.65 10 6.7 60% 20% 20% 4.02 1.34 1.34

TOTALES 790 1127.05 383.28 225.41 507.493+140 0.65 10 6.5 60% 20% 20% 3.90 1.30 1.303+160 0.65 20 13 60% 20% 20% 7.80 2.60 2.603+180 0.66 20 13.1 60% 20% 20% 7.86 2.62 2.623+200 0.58 20 12.4 60% 20% 20% 7.44 2.48 2.483+220 1.28 20 18.6 60% 20% 20% 11.16 3.72 3.723+240 1.05 20 23.3 60% 20% 20% 13.98 4.66 4.663+260 0.65 20 17 60% 20% 20% 10.20 3.40 3.403+280 0.48 20 11.3 60% 20% 20% 6.78 2.26 2.263+290 0.35 10 4.15 60% 20% 20% 2.49 0.83 0.833+300 0.36 10 3.55 60% 20% 20% 2.13 0.71 0.713+320 0.39 20 7.5 60% 20% 20% 4.50 1.50 1.503+340 0.53 20 9.2 60% 20% 20% 5.52 1.84 1.843+360 0.58 20 11.1 60% 20% 20% 6.66 2.22 2.223+370 0.55 10 5.65 60% 20% 20% 3.39 1.13 1.133+380 0.79 10 6.7 60% 20% 20% 4.02 1.34 1.343+400 0.48 20 12.7 60% 20% 20% 7.62 2.54 2.543+420 0.68 20 11.6 60% 20% 20% 6.96 2.32 2.323+440 0.89 20 15.7 60% 20% 20% 9.42 3.14 3.143+460 1.25 20 21.4 60% 20% 20% 12.84 4.28 4.283+470 1.25 10 12.5 60% 20% 20% 7.50 2.50 2.503+480 1.46 10 13.55 70% 20% 10% 9.49 2.71 1.363+490 1.5 10 14.8 70% 20% 10% 10.36 2.96 1.483+500 1.36 10 14.3 70% 20% 10% 10.01 2.86 1.433+520 1.21 20 25.7 70% 20% 10% 17.99 5.14 2.573+540 1.18 20 23.9 70% 20% 10% 16.73 4.78 2.393+560 1.22 20 24 70% 20% 10% 16.80 4.80 2.403+580 2.71 20 39.3 70% 20% 10% 27.51 7.86 3.933+600 2.69 20 54 70% 20% 10% 37.80 10.80 5.403+620 2.76 20 54.5 70% 20% 10% 38.15 10.90 5.453+640 2.19 20 49.5 70% 20% 10% 34.65 9.90 4.953+660 1.14 20 33.3 70% 20% 10% 23.31 6.66 3.333+680 0.92 20 20.6 70% 20% 10% 14.42 4.12 2.063+690 0.88 10 9 70% 20% 10% 6.30 1.80 0.903+700 1.18 10 10.3 70% 20% 10% 7.21 2.06 1.033+710 1.35 10 12.65 70% 20% 10% 8.86 2.53 1.273+720 0.57 10 9.6 70% 20% 10% 6.72 1.92 0.96




KM M2 M total MS RS RF MS RS RF3+740 0.19 20 7.6 70% 20% 10% 5.32 1.52 0.763+760 0.66 20 8.5 10% 10% 80% 0.85 0.85 6.803+780 0.97 20 16.3 10% 10% 80% 1.63 1.63 13.043+800 0.52 20 14.9 10% 10% 80% 1.49 1.49 11.923+810 0.66 10 5.9 10% 10% 80% 0.59 0.59 4.723+820 1.1 10 8.8 10% 10% 80% 0.88 0.88 7.043+840 0.62 20 17.2 10% 10% 80% 1.72 1.72 13.763+850 0.46 10 5.4 10% 10% 80% 0.54 0.54 4.323+860 0.47 10 4.65 10% 10% 80% 0.46 0.46 3.723+870 0.1 10 2.85 10% 10% 80% 0.29 0.29 2.283+880 0.96 10 5.3 10% 10% 80% 0.53 0.53 4.243+900 1 20 19.6 10% 10% 80% 1.96 1.96 15.683+920 0.98 20 19.8 10% 10% 80% 1.98 1.98 15.843+930 0.96 10 9.7 10% 10% 80% 0.97 0.97 7.76

TOTALES 800 792.45 447.68 144.60 200.173+940 0.9 10 9.3 10% 10% 80% 0.93 0.93 7.443+960 0.9 20 18 10% 10% 80% 1.80 1.80 14.403+980 0.94 20 18.4 10% 10% 80% 1.84 1.84 14.724+000 0.91 20 18.5 10% 10% 80% 1.85 1.85 14.804+020 0.99 20 19 75% 15% 10% 14.25 2.85 1.904+030 1.04 10 10.15 75% 15% 10% 7.61 1.52 1.024+040 1.17 10 11.05 75% 15% 10% 8.29 1.66 1.114+060 1.12 20 22.9 75% 15% 10% 17.17 3.43 2.294+080 1.16 20 22.8 75% 15% 10% 17.10 3.42 2.284+100 0.98 20 21.4 75% 15% 10% 16.05 3.21 2.144+110 0.91 10 9.45 75% 15% 10% 7.09 1.42 0.954+120 0.9 10 9.05 75% 15% 10% 6.79 1.36 0.914+140 0.89 20 17.9 75% 15% 10% 13.42 2.68 1.794+160 0.99 20 18.8 75% 15% 10% 14.10 2.82 1.884+180 1.07 20 20.6 75% 15% 10% 15.45 3.09 2.064+190 1.04 10 10.55 75% 15% 10% 7.91 1.58 1.064+200 1.01 10 10.25 75% 15% 10% 7.69 1.54 1.034+220 1.05 20 20.6 75% 15% 10% 15.45 3.09 2.064+230 1.08 10 10.65 75% 15% 10% 7.99 1.60 1.074+240 1.04 10 10.6 75% 15% 10% 7.95 1.59 1.064+260 1.03 20 20.7 75% 15% 10% 15.53 3.11 2.074+280 1.28 20 23.1 75% 15% 10% 17.33 3.47 2.314+300 1.22 20 25 75% 15% 10% 18.75 3.75 2.504+310 1.18 10 12 75% 15% 10% 9.00 1.80 1.204+320 1.08 10 11.3 75% 15% 10% 8.48 1.69 1.134+330 0.98 10 10.3 75% 15% 10% 7.73 1.55 1.034+340 1.42 10 12 75% 15% 10% 9.00 1.80 1.204+350 1.43 10 14.25 75% 15% 10% 10.69 2.14 1.424+360 1.42 10 14.25 75% 15% 10% 10.69 2.14 1.424+380 0.93 20 23.5 75% 15% 10% 17.63 3.53 2.354+400 0.79 20 17.2 75% 15% 10% 12.90 2.58 1.724+420 0.94 20 17.3 75% 15% 10% 12.98 2.60 1.734+440 0.94 20 18.8 75% 15% 10% 14.10 2.82 1.88




KM M2 M total MS RS RF MS RS RF4+460 0.58 20 15.2 75% 15% 10% 11.40 2.28 1.524+480 1.46 20 20.4 75% 15% 10% 15.30 3.06 2.044+500 2.54 20 40 75% 15% 10% 30.00 6.00 4.004+510 1.83 10 21.85 65% 25% 10% 14.20 5.46 2.194+520 1.68 10 17.55 65% 25% 10% 11.41 4.39 1.764+540 1.91 20 35.9 65% 25% 10% 23.34 8.98 3.594+560 1.28 20 31.9 65% 25% 10% 20.74 7.98 3.194+570 0.74 10 10.1 65% 25% 10% 6.57 2.53 1.014+580 1.26 10 10 65% 25% 10% 6.50 2.50 1.004+590 1.11 10 11.85 65% 25% 10% 7.70 2.96 1.194+600 1.09 10 11 65% 25% 10% 7.15 2.75 1.104+620 0.81 20 19 65% 25% 10% 12.35 4.75 1.904+630 0.91 10 8.6 65% 25% 10% 5.59 2.15 0.864+640 1.04 10 9.75 65% 25% 10% 6.34 2.44 0.984+660 1.88 20 29.2 65% 25% 10% 18.98 7.30 2.924+680 2.53 20 44.1 65% 25% 10% 28.67 11.03 4.414+700 3.2 20 57.3 65% 25% 10% 37.25 14.33 5.73

TOTALES 770 923.35 618.97 167.10 137.284+720 2.37 20 55.7 65% 25% 10% 36.21 13.93 5.574+730 2.02 10 21.95 65% 25% 10% 14.27 5.49 2.204+740 1.91 10 19.65 65% 25% 10% 12.77 4.91 1.964+750 1.64 10 17.75 65% 25% 10% 11.54 4.44 1.784+760 1.13 10 13.85 65% 25% 10% 9.00 3.46 1.384+780 2.33 20 34.6 65% 25% 10% 22.49 8.65 3.464+800 2.35 20 46.8 65% 25% 10% 30.42 11.70 4.684+810 2.45 10 24 65% 25% 10% 15.60 6.00 2.404+820 1.89 10 21.7 65% 25% 10% 14.11 5.43 2.174+840 1.47 20 33.6 65% 25% 10% 21.84 8.40 3.364+860 1.3 20 27.7 65% 25% 10% 18.01 6.93 2.774+880 2.88 20 41.8 65% 25% 10% 27.17 10.45 4.184+900 1.56 20 44.4 65% 25% 10% 28.86 11.10 4.444+920 1.7 20 32.6 65% 25% 10% 21.19 8.15 3.264+930 1.08 10 13.9 65% 25% 10% 9.04 3.48 1.394+940 1.8 10 14.4 65% 25% 10% 9.36 3.60 1.444+960 0.45 20 22.5 65% 25% 10% 14.63 5.63 2.254+970 1.5 10 9.75 65% 25% 10% 6.34 2.44 0.984+980 1.91 10 17.05 65% 25% 10% 11.08 4.26 1.715+000 2.24 20 41.5 65% 25% 10% 26.98 10.38 4.155+010 1.98 10 21.1 80% 10% 10% 16.88 2.11 2.115+020 2.03 10 20.05 80% 10% 10% 16.04 2.01 2.015+040 1.36 20 33.9 80% 10% 10% 27.12 3.39 3.395+060 1.41 20 27.7 80% 10% 10% 22.16 2.77 2.775+080 1.39 20 28 80% 10% 10% 22.40 2.80 2.805+100 1.4 20 27.9 80% 10% 10% 22.32 2.79 2.795+120 1.58 20 29.8 80% 10% 10% 23.84 2.98 2.985+140 1.22 20 28 80% 10% 10% 22.40 2.80 2.805+160 2.32 20 35.4 80% 10% 10% 28.32 3.54 3.545+170 2.23 10 22.75 80% 10% 10% 18.20 2.28 2.28




KM M2 M total MS RS RF MS RS RF5+180 2.46 10 23.45 80% 10% 10% 18.76 2.34 2.345+200 1.73 20 41.9 80% 10% 10% 33.52 4.19 4.195+220 0.85 20 25.8 80% 10% 10% 20.64 2.58 2.585+240 1.1 20 19.5 80% 10% 10% 15.60 1.95 1.955+260 0.98 20 20.8 80% 10% 10% 16.64 2.08 2.08

5+277.5 1.58 17.5 22.4 80% 10% 10% 17.92 2.24 2.24TOTALES 577.5 983.65 703.64 181.65 98.37

HOJA DE EXPLANACIONES PARA VOLUMENES DE RELLENO

PROYECT : "CONSTRUCCION CANAL DE RIEGO SAN JOSÉ DE SUCRE" PROV. : HUAMANGA PROPIET. : PROYECTO ESPECIAL SIERRA CENTRO SUR - AYACUCHO DPTO. : : AYACUCHO DISTRITO : COLCA

PROG. A. RELLENOlongitud Volumen Tipo de suelo VOLUMENES PARCIALES

m^2 m total MS RS M. PROPIO ENROCADO0+00 0.15 - - 75% 15% - -0+02 0 20 1.5 75% 15% 1.13 0.22

0+030 0.84 10 4.2 75% 15% 0.00 0.630+040 0.87 10 8.55 75% 15% 6.41 1.280+060 0.57 20 14.4 75% 15% 10.80 2.160+070 1.41 10 9.9 75% 15% 7.43 1.490+080 1.8 10 16.05 75% 15% 12.04 2.410+090 0.99 10 13.95 75% 15% 10.46 2.090+100 1.33 10 11.6 75% 15% 8.70 1.740+120 0.95 20 22.8 75% 15% 17.10 3.420+130 0.77 10 8.6 75% 15% 6.45 1.290+140 0.52 10 6.45 75% 15% 4.84 0.970+150 0.19 10 3.55 75% 15% 2.66 0.530+160 0.44 10 3.15 75% 15% 2.36 0.470+170 0.96 10 7 75% 15% 5.25 1.050+180 0.4 10 6.8 75% 15% 5.10 1.020+190 0.92 10 6.6 75% 15% 4.95 0.990+200 0.78 10 8.5 75% 15% 6.38 1.280+220 0.75 20 15.3 75% 15% 11.48 2.300+240 1.32 20 20.7 75% 15% 15.53 3.110+260 0.83 20 21.5 75% 15% 16.13 3.230+280 0.55 20 13.8 75% 15% 10.35 2.070+290 0.42 10 4.85 75% 15% 3.64 0.730+300 0.11 10 2.65 75% 15% 1.99 0.400+320 0 20 1.1 10% 0.00 0.110+330 0 10 0 10% 0.00 0.000+340 0 10 0 20% 60% 0.00 0.000+350 0 10 0 20% 60% 0.00 0.000+360 0 10 0 20% 60% 0.00 0.000+380 0 20 0 20% 0.00 0.000+400 0 20 0 20% 0.00 0.000+420 0 20 0 20% 0.00 0.000+440 0 20 0 20% 0.00 0.000+460 0 20 0 20% 0.00 0.000+470 0 10 0 20% 0.00 0.000+480 0 10 0 20% 0.00 0.000+500 0 20 0 20% 0.00 0.000+520 0 20 0 20% 0.00 0.000+530 0 10 0 20% 0.00 0.000+540 0 10 0 20% 0.00 0.000+560 0 20 0 20% 0.00 0.000+580 0 20 0 20% 0.00 0.000+590 0 10 0 10% 0.00 0.000+600 0 10 0 10% 0.00 0.000+610 0 10 0 10% 0.00 0.000+620 0 10 0 10% 0.00 0.000+630 0 10 0 10% 0.00 0.000+640 0 10 0 10% 0.00 0.000+660 0 20 0 10% 0.00 0.000+670 0 10 0 10% 0.00 0.00

TOTALES 670 233.5 171.15 34.970+680 0 10 0 10% 0.00 0.00

0+700 0 20 0 10% 0.00 0.000+710 0 10 0 10% 0.00 0.000+720 0 10 0 10% 0.00 0.000+740 0 20 0 10% 0.00 0.000+760 0 20 0 10% 0.00 0.000+770 0 10 0 10% 0.00 0.000+780 0 10 0 10% 0.00 0.000+790 0 10 0 10% 0.00 0.000+800 0 10 0 10% 0.00 0.000+820 0.18 20 1.8 70% 20% 1.26 0.360+840 0.54 20 7.2 70% 20% 5.04 1.440+860 0.92 20 14.6 70% 20% 10.22 2.920+880 0.62 20 15.4 70% 20% 10.78 3.080+890 0.83 10 7.25 70% 20% 5.07 1.450+900 0.37 10 6 70% 20% 4.20 1.200+910 0 10 1.85 30% 30% 0.56 0.560+920 0.91 10 4.55 30% 30% 1.37 1.370+940 0.6 20 15.1 30% 30% 4.53 4.530+960 0.57 20 11.7 30% 30% 3.51 3.510+980 0.51 20 10.8 30% 30% 3.24 3.241+000 0.17 20 6.8 30% 30% 2.04 2.041+020 0 20 1.7 10% 40% 0.17 0.681+040 0 20 0 10% 40% 0.00 0.001+060 0.21 20 2.1 10% 40% 0.21 0.841+080 0.84 20 10.5 20% 30% 2.10 3.151+090 0.78 10 8.1 20% 30% 1.62 2.431+100 0.36 10 5.7 20% 30% 1.14 1.711+120 0.62 20 9.8 20% 30% 1.96 2.941+130 0.33 10 4.75 20% 30% 0.95 1.431+140 0.18 10 2.55 20% 30% 0.51 0.761+160 0.38 20 5.6 20% 30% 1.12 1.681+170 0.47 10 4.25 20% 30% 0.85 1.281+180 0.6 10 5.35 20% 30% 1.07 1.601+190 0.69 10 6.45 10% 10% 0.65 0.651+200 0 10 3.45 10% 10% 0.35 0.351+220 0 20 0 10% 10% 0.00 0.001+240 0.16 20 1.6 10% 10% 0.16 0.161+260 0 20 1.6 10% 10% 0.16 0.161+280 0 20 0 10% 10% 0.00 0.001+290 0.12 10 0.6 10% 10% 0.06 0.061+300 0.32 10 2.2 10% 10% 0.22 0.221+320 0.51 20 8.3 10% 10% 0.83 0.831+340 0.3 20 8.1 20% 20% 1.62 1.621+350 0.29 10 2.95 20% 20% 0.59 0.591+360 0.47 10 3.8 20% 20% 0.76 0.761+380 0.64 20 11.1 20% 20% 2.22 2.221+390 0.43 10 5.35 20% 20% 1.07 1.071+400 0.16 10 2.95 20% 20% 0.59 0.591+420 1.47 20 16.3 20% 20% 3.26 3.26

TOTALES 750 238.2 76.05 56.721+440 1.57 20 30.4 20% 20% 6.08 6.081+460 0.54 20 21.1 20% 20% 4.22 4.221+480 0.21 20 7.5 20% 20% 1.50 1.501+500 0.12 20 3.3 20% 20% 0.66 0.661+520 0 20 1.2 20% 20% 0.24 0.241+540 0 20 0 20% 20% 0.00 0.001+550 0 10 0 20% 20% 0.00 0.001+560 0 10 0 20% 20% 0.00 0.001+580 0 20 0 20% 20% 0.00 0.001+590 0 10 0 10% 10% 0.00 0.00

1+600 0 10 0 10% 10% 0.00 0.001+620 0 20 0 10% 10% 0.00 0.001+640 0 20 0 10% 10% 0.00 0.001+660 0.33 20 3.3 10% 10% 0.33 0.331+680 0.16 20 4.9 10% 10% 0.49 0.491+700 0 20 1.6 10% 10% 0.16 0.161+720 0 20 0 10% 10% 0.00 0.001+740 0 20 0 20% 20% 0.00 0.001+760 0 20 0 20% 20% 0.00 0.001+780 0.35 20 3.5 20% 20% 0.70 0.701+800 0 20 3.5 20% 20% 0.70 0.701+820 0 20 0 20% 20% 0.00 0.001+840 0 20 0 20% 20% 0.00 0.001+860 0 20 0 20% 20% 0.00 0.001+870 0 10 0 20% 20% 0.00 0.001+880 0 10 0 20% 20% 0.00 0.001+900 0 20 0 20% 20% 0.00 0.001+920 0 20 0 10% 10% 0.00 0.001+940 0 20 0 10% 10% 0.00 0.001+960 0 20 0 10% 10% 0.00 0.001+980 0 20 0 10% 10% 0.00 0.002+000 0 20 0 10% 10% 0.00 0.002+020 0 20 0 10% 10% 0.00 0.002+040 0 20 0 10% 10% 0.00 0.002+060 0 20 0 20% 20% 0.00 0.002+080 0 20 0 20% 20% 0.00 0.002+100 0 20 0 20% 20% 0.00 0.002+120 0 20 0 20% 20% 0.00 0.002+130 0 10 0 20% 20% 0.00 0.002+140 0 10 0 20% 20% 0.00 0.002+160 0 20 0 20% 20% 0.00 0.002+180 0 20 0 20% 20% 0.00 0.002+200 0 20 0 20% 20% 0.00 0.002+220 0.27 20 2.7 20% 20% 0.54 0.542+240 1.05 20 13.2 20% 20% 2.64 2.642+260 0 20 10.5 20% 20% 2.10 2.102+280 0 20 0 20% 20% 0.00 0.002+300 0 20 0 20% 20% 0.00 0.002+320 0 20 0 20% 20% 0.00 0.002+340 0 20 0 10% 20% 0.00 0.00

TOTALES 920 106.7 20.36 20.362+360 0 20 0 10% 20% 0.00 0.002+380 0 20 0 10% 20% 0.00 0.002+400 0 20 0 10% 20% 0.00 0.002+420 0 20 0 10% 20% 0.00 0.002+440 0 20 0 10% 20% 0.00 0.002+450 0 10 0 10% 20% 0.00 0.002+460 0 10 0 10% 20% 0.00 0.002+480 0 20 0 10% 20% 0.00 0.002+500 0 20 0 10% 20% 0.00 0.002+510 0 10 0 10% 20% 0.00 0.002+520 0 10 0 10% 20% 0.00 0.002+540 0.24 20 2.4 10% 20% 0.24 0.482+560 2.82 20 30.6 10% 20% 3.06 6.122+580 0 20 28.2 10% 20% 2.82 5.642+590 0 10 0 10% 20% 0.00 0.002+600 0 10 0 10% 20% 0.00 0.002+620 0 20 0 10% 20% 0.00 0.002+640 0 20 0 10% 20% 0.00 0.002+650 0 10 0 10% 20% 0.00 0.00

2+660 0 10 0 60% 20% 0.00 0.002+680 0 20 0 60% 20% 0.00 0.002+700 0 20 0 60% 20% 0.00 0.002+720 0 20 0 60% 20% 0.00 0.002+740 0 20 0 60% 20% 0.00 0.002+750 0 10 0 60% 20% 0.00 0.002+760 0 10 0 60% 20% 0.00 0.002+780 0 20 0 60% 20% 0.00 0.002+800 0.36 20 3.6 60% 20% 2.16 0.722+810 0.47 10 4.15 60% 20% 2.49 0.832+820 0.31 10 3.9 60% 20% 2.34 0.782+840 0 20 3.1 60% 20% 1.86 0.622+860 0 20 0 60% 20% 0.00 0.002+880 0.3 20 3 60% 20% 1.80 0.602+900 0.32 20 6.2 60% 20% 3.72 1.242+910 0.19 10 2.55 60% 20% 1.53 0.512+920 0 10 0.95 60% 20% 0.57 0.192+930 0 10 0 60% 20% 0.00 0.002+940 1.06 10 5.3 60% 20% 3.18 1.062+960 0.17 20 12.3 60% 20% 7.38 2.462+980 0 20 1.7 60% 20% 1.02 0.342+990 0 10 0 60% 20% 0.00 0.003+000 0 10 0 60% 20% 0.00 0.003+020 0 20 0 60% 20% 0.00 0.003+040 0 20 0 60% 20% 0.00 0.003+060 0.24 20 2.4 60% 20% 1.44 0.483+080 0 20 2.4 60% 20% 1.44 0.483+100 0 20 0 60% 20% 0.00 0.003+110 0 10 0 60% 20% 0.00 0.003+120 0 10 0 60% 20% 0.00 0.003+130 0 10 0 60% 20% 0.00 0.00

TOTALES 790 112.75 37.05 22.553+140 0 10 0 60% 20% 0.00 0.003+160 0 20 0 60% 20% 0.00 0.003+180 0 20 0 60% 20% 0.00 0.003+200 0.15 20 1.5 60% 20% 0.90 0.303+220 0 20 1.5 60% 20% 0.90 0.303+240 0 20 0 60% 20% 0.00 0.003+260 0 20 0 60% 20% 0.00 0.003+280 0.36 20 3.6 60% 20% 2.16 0.723+290 0.77 10 5.65 60% 20% 3.39 1.133+300 0.74 10 7.55 60% 20% 4.53 1.513+320 0.64 20 13.8 60% 20% 8.28 2.763+340 0.34 20 9.8 60% 20% 5.88 1.963+360 0 20 3.4 60% 20% 2.04 0.683+370 0 10 0 60% 20% 0.00 0.003+380 0 10 0 60% 20% 0.00 0.003+400 0.51 20 5.1 60% 20% 3.06 1.023+420 0 20 5.1 60% 20% 3.06 1.023+440 0 20 0 60% 20% 0.00 0.003+460 0 20 0 60% 20% 0.00 0.003+470 0 10 0 60% 20% 0.00 0.003+480 0 10 0 70% 20% 0.00 0.003+490 0 10 0 70% 20% 0.00 0.003+500 0 10 0 70% 20% 0.00 0.003+520 0 20 0 70% 20% 0.00 0.003+540 0 20 0 70% 20% 0.00 0.003+560 0 20 0 70% 20% 0.00 0.003+580 0 20 0 70% 20% 0.00 0.003+600 0 20 0 70% 20% 0.00 0.00

3+620 0 20 0 70% 20% 0.00 0.003+640 0 20 0 70% 20% 0.00 0.003+660 0.02 20 0.2 70% 20% 0.14 0.043+680 0.01 20 0.3 70% 20% 0.21 0.063+690 0.04 10 0.25 70% 20% 0.18 0.053+700 0 10 0.2 70% 20% 0.14 0.043+710 0 10 0 70% 20% 0.00 0.003+720 0.53 10 2.65 70% 20% 1.86 0.533+740 1.69 20 22.2 70% 20% 15.54 4.443+760 0.12 20 18.1 10% 10% 1.81 1.813+780 0 20 1.2 10% 10% 0.12 0.123+800 0.35 20 3.5 10% 10% 0.35 0.353+810 0.31 10 3.3 10% 10% 0.33 0.333+820 0 10 1.55 10% 10% 0.16 0.163+840 0.39 20 3.9 10% 10% 0.39 0.393+850 0.75 10 5.7 10% 10% 0.57 0.573+860 0.65 10 7 10% 10% 0.70 0.703+870 1.27 10 9.6 10% 10% 0.96 0.963+880 0 10 6.35 10% 10% 0.64 0.643+900 0 20 0 10% 10% 0.00 0.003+920 0 20 0 10% 10% 0.00 0.003+930 0 10 0 10% 10% 0.00 0.00

TOTALES 800 143 58.28 22.583+940 0 10 0 10% 10% 0.00 0.003+960 0 20 0 10% 10% 0.00 0.003+980 0 20 0 10% 10% 0.00 0.004+000 0 20 0 10% 10% 0.00 0.004+020 0 20 0 75% 15% 0.00 0.004+030 0 10 0 75% 15% 0.00 0.004+040 0 10 0 75% 15% 0.00 0.004+060 0 20 0 75% 15% 0.00 0.004+080 0.13 20 1.3 75% 15% 0.98 0.204+100 0.29 20 4.2 75% 15% 3.15 0.634+110 0.12 10 2.05 75% 15% 1.54 0.314+120 0.49 10 3.05 75% 15% 2.29 0.464+140 0.79 20 12.8 75% 15% 9.60 1.924+160 0 20 7.9 75% 15% 5.93 1.194+180 0 20 0 75% 15% 0.00 0.004+190 0 10 0 75% 15% 0.00 0.004+200 0 10 0 75% 15% 0.00 0.004+220 0 20 0 75% 15% 0.00 0.004+230 0 10 0 75% 15% 0.00 0.004+240 0 10 0 75% 15% 0.00 0.004+260 0 20 0 75% 15% 0.00 0.004+280 0 20 0 75% 15% 0.00 0.004+300 0 20 0 75% 15% 0.00 0.004+310 0 10 0 75% 15% 0.00 0.004+320 0 10 0 75% 15% 0.00 0.004+330 0 10 0 75% 15% 0.00 0.004+340 0 10 0 75% 15% 0.00 0.004+350 0 10 0 75% 15% 0.00 0.004+360 0 10 0 75% 15% 0.00 0.004+380 0 20 0 75% 15% 0.00 0.004+400 0 20 0 75% 15% 0.00 0.004+420 0 20 0 75% 15% 0.00 0.004+440 0 20 0 75% 15% 0.00 0.004+460 0 20 0 75% 15% 0.00 0.004+480 0 20 0 75% 15% 0.00 0.004+500 0 20 0 75% 15% 0.00 0.004+510 0 10 0 65% 25% 0.00 0.00

4+520 0 10 0 65% 25% 0.00 0.004+540 0 20 0 65% 25% 0.00 0.004+560 0 20 0 65% 25% 0.00 0.004+570 0.27 10 1.35 65% 25% 0.88 0.344+580 0 10 1.35 65% 25% 0.88 0.344+590 0 10 0 65% 25% 0.00 0.004+600 0.02 10 0.1 65% 25% 0.07 0.034+620 0.2 20 2.2 65% 25% 1.43 0.554+630 0.1 10 1.5 65% 25% 0.98 0.384+640 0 10 0.5 65% 25% 0.33 0.134+660 0 20 0 65% 25% 0.00 0.004+680 0 20 0 65% 25% 0.00 0.004+700 0 20 0 65% 25% 0.00 0.00

TOTALES 770 38.3 28.03 6.454+720 0 20 0 65% 25% 0.00 0.004+730 0 10 0 65% 25% 0.00 0.004+740 0 10 0 65% 25% 0.00 0.004+750 0 10 0 65% 25% 0.00 0.004+760 0.14 10 0.7 65% 25% 0.46 0.184+780 0 20 1.4 65% 25% 0.91 0.354+800 0 20 0 65% 25% 0.00 0.004+810 0 10 0 65% 25% 0.00 0.004+820 0 10 0 65% 25% 0.00 0.004+840 0 20 0 65% 25% 0.00 0.004+860 0 20 0 65% 25% 0.00 0.004+880 0 20 0 65% 25% 0.00 0.004+900 0 20 0 65% 25% 0.00 0.004+920 0 20 0 65% 25% 0.00 0.004+930 0.03 10 0.15 65% 25% 0.10 0.044+940 0 10 0.15 65% 25% 0.10 0.044+960 0.85 20 8.5 65% 25% 5.53 2.134+970 0 10 4.25 65% 25% 2.76 1.064+980 0 10 0 65% 25% 0.00 0.005+000 0 20 0 65% 25% 0.00 0.005+010 0 10 0 80% 10% 0.00 0.005+020 0 10 0 80% 10% 0.00 0.005+040 0 20 0 80% 10% 0.00 0.005+060 0 20 0 80% 10% 0.00 0.005+080 0.16 20 1.6 80% 10% 1.28 0.165+100 0 20 1.6 80% 10% 1.28 0.165+120 0 20 0 80% 10% 0.00 0.005+140 0 20 0 80% 10% 0.00 0.005+160 0 20 0 80% 10% 0.00 0.005+170 0 10 0 80% 10% 0.00 0.005+180 0 10 0 80% 10% 0.00 0.005+200 0 20 0 80% 10% 0.00 0.005+220 0.3 20 3 80% 10% 2.40 0.305+240 0.06 20 3.6 80% 10% 2.88 0.365+260 0.08 20 1.4 80% 10% 1.12 0.14

5+277.5 0 17.5 0.7 80% 10% 0.56 0.07TOTALES 577.5 27.05 19.37 4.98

RESUMEN DE EXPLANACIONES


PROGRESIVA DISTANCIAS VOLUMENES(M^3) RELLENO m^3 CORTE(M^3) m^3 RELLENO CORTE M. PROPIO ENROCADO MAT. SUELTO R. SUELTA R. FIJA

0+000-0+670 670 233.5 583.2 171.15 34.97 91.52 101.27 390.410+670-1+420 750 238.2 686.25 76.05 56.72 90.72 110.98 484.561+420-2+340 920 106.7 921.25 20.36 20.36 152.10 154.48 613.492+340-3+130 790 112.75 1127.05 37.05 22.55 383.28 225.41 507.493+130-3+930 800 143 792.45 58.28 22.58 447.68 144.60 200.173+930-4+700 770 38.3 923.35 28.03 6.45 618.97 167.10 137.284+700-5+277.5 577.5 27.05 983.65 19.37 4.98 703.64 181.65 98.37TOTALES 5277.5 899.5 6017.2 410.29 168.61 2487.90 1085.49 2431.76

HOJA RESUMEN GENERAL DE METRADOS

PROYECTO: "CONSTRUCCION CANAL DE RIEGO SAN JOSÉ DE SUCRE" PROV. : HUAMANGA PROPIET. : PROYECTO ESPECIAL SIERRA CENTRO SUR - AYACUCHO DPTO. : : AYACUCHO DISTRITO : COLCA FECHA :: MAYO 2005



01.00.00 == OBRAS PROVISIONALES ==

01.01.00 CAMPAMENTO PROVISIONAL DE OBRA M2 1 10.00 6.00 60.00 60.00

01.02.00 CARTEL DE IDENTIFICACIÓN DE LA OBRA 3.60 * 4.80 M UND 1 1.00 1.00

01.03.00 MOVILIZACIÓN Y DESMOVILIZACIÓN DE EQUIPO EST VER ANALISIS EN CALCULO DE FLETES 1.00 1.00

02.00.00 == BOCATOMA ==

02.01.00 Trabajos Preliminares

02.01.01 LIMPIEZA DE TERRENO - BOCATOMA M2 1.00 30.38 25.00 759.50 759.50

02.01.02 TRAZO Y REPLANTEO - BOCATOMA M2 1.00 30.38 25.00 759.50 759.50

02.01.03 DESVIO DE CAUCE ML 1.00 30.38 30.38 30.38

02.02.00 Movimiento de tierras

02.02.01 EXCAVACIÓN DE MATERIAL SUELTO (SOBRE AGUA) M3

Margen IzquierdaMuro Tipo I M3 1.00 area -> 6.24 7.38 46.05 46.05Muro Tipo II M3 1.00 area -> 6.24 7.97 49.73 49.73

Margen DerechaMuro Tipo I M3 1.00 area -> 6.24 7.38 46.05 46.05Muro Tipo II M3 1.00 area -> 6.24 7.97 49.73 49.73

02.02.02 EXCAVACIÓN DE MATERIAL COMUN BAJO AGUA M3 area -> 34.23 30.38 0.50 519.95 519.95

02.02.03 EXCAVACIÓN DE ROCA SUELTA BAJO AGUA M3 area -> 34.23 30.38 0.30 311.97 311.97

02.02.04 EXCAVACIÓN DE ROCA FIJA BAJO AGUA M3 area -> 34.23 30.38 0.20 207.98 207.98

02.02.05 RELLENO Y COMPACTADO EN ESPALDONES MATERIAL PROPIO M3 373.16

Estribo izquierdo 1.00 area -> 8.82 38.00 335.16

Estribo derecho 1.00 area -> - 38.00 38.00

02.03.00 Obras de Concreto Simple

.39

.06

.29

.15.15

2838.61

2839.65

2838.862839.36

REJILLA DE CAPTACION

5.0015.00

.25

3.35

.50

5.405.90

2837.80

f'c = 210 kg/cm2

CONCRETO ARMADO

2843.70

3.90

.50

1.00

.50 2.00

2839.30

2839.80

So=5%

.70N.A. máxima avenida

SEC C ION 2-2ESCALA: 1/125

.30

.50

.40

.35

.20

.30

3.71 .7 .1.4 .2

.1.3.1

2838.61

2839.56

2838.11

LOSA DE OPERACIONDE COMPUERTAS

Eje de Antecanal

4.00

4.01

COMPUERTADE ADMISION

COMPUERTADESRIPIADORA

CONCRETO ARMADOf'c = 210 Kg/cm2

.75

.50

.50.35

1

2

.39

1.00

1.5

0

5 .00

3 .55

30.38

2.82

1

2.38

12.07

RIO HUILLCAMAYOS o río = 4.5%

3.00 5.00

RE JILLA DE CAPTACION

.2 1.0 .2

1

4 CANAL DESRIPIADOR

.20

COMPUERTA DE ADMISION

TIPO ARMCOMODELO 10-000.40x0.40

MODELO 10-00

COMPUERTA DESRIPIADORA

0.30x0.30

TIPO ARMCO

28

39

.30

So = 2%

2.93

3.00 20.00

MUROS DEENCAUZAMIENTO

2

PLANTA GENERALES CALA : 1/200





02.03.01 CONCRETO SIMPLE f'c=175 KG/CM2 BARRAJE M3 1.00 15.00 area -> 5.64 84.60 84.60

02.03.02 CONCRETO EN TOMA TIPO ALPINA (f'c=140 kg/cm2 + 30% PM) M3 1.00 5.00 area -> 5.38 26.90 26.90

02.03.03 ENROCADO DE PROTEC. (CONCRETO CICLOPEO f'c=140 kg/cm2 +30% PG) M3 1.00 area -> 607.40 1.00 607.40 607.40

02.04.00 Obras de Concreto Armado

02.04.01 CONCRETO ARMADO EN MUROS DE ENCAUZAMIENTO f'c=210 Kg/cm2 M3 140.24Estribo derechoTIPO I 1.00 area -> 3.57 11.35 40.46 TIPO II 1.00 area -> 2.34 20.00 46.80 Estribo izquierdoTIPO I 1.00 area -> 3.57 8.92 31.80 TIPO II 1.00 area -> 2.34 9.05 21.18

02.04.01 CONCRETO f'c=175 KG/CM2 EN LOSAS Y PANTALLAS M3 6.38losa 1.00 3.90 area -> 1.02 3.98

losa de operación de compuerta 1.00 2.00 area -> 1.20 2.40

02.05.00 ENCOFRADO Y DESENCOFRADO

02.05.01 ENCOFRADO Y DESENCOFRADO EN MUROS M2 454.22TIPO I 1.00 20.27 5.40 - 109.46

1.00 20.27 5.40 - 109.46 TIPO II 1.00 29.05 4.05 - 117.65

1.00 29.05 4.05 - 117.65

02.05.02 ENCOFRADO Y DESENCOFRADO EN TOMA TIPO ALPINA M2 29.95 1.00 5.00 2.35 - 11.75 1.00 5.00 1.85 - 9.25 1.00 5.00 1.04 - 5.20 1.00 5.00 0.75 - 3.75

02.05.03 ENCOFRADO Y DESENCOFRADO DE BARRAJE M2 81.30 1.00 15.00 2.50 - 37.50 1.00 15.00 2.92 - 43.80

02.05.04 ENCOFRADO Y DESENCOFRADO DE LOSAS M2 11.27 2.00 1.80 1.75 - 6.30 2.00 1.42 1.75 - 4.97

02.06.00 ACERO DE REFUERZO

02.06.01 ACERO DE REFUERZO para Losas fý=4200 Kg/cm2 KG Nº veces L Ø fierro Kg/ml. Peso(kg) 62.08Acero Longitudinal 11.00 5.35 3/8" 0.56 32.96 Acero Transversal 26.00 2.00 3/8" 0.56 29.12

02.06.02 ACERO DE REFUERZO EN MUROS DE ENCAUZAMIENTO fý=4200 Kg/cm2 KG Nº veces L Ø fierro Kg/ml. Peso(kg) 6,561.63TIPO IAcero Longitudinal en la base 164 3.40 1/2" 1.02 568.75 Acero Transversal en la base 21.00 20.20 1/2" 1.02 432.68 Acero Longitudinal en Pantalla 102 5.75 3/8" 0.58 340.17

102 0.15 3/8" 0.58 8.87 102 0.35 3/8" 0.58 20.71 102 5.7 5/8" 1.60 930.24 102 0.12 5/8" 1.60 19.58 102 0.28 5/8" 1.60 45.70 102 2.1 5/8" 1.60 342.72

Acero Transversal en Pantalla 44.00 20.20 3/8" 0.58 515.50

TIPO IIAcero Longitudinal en la base 195 2.25 1/2" 1.02 447.53

195 1.20 1/2" 1.02 238.68 Acero Transversal en la base 15.00 29.05 1/2" 1.02 444.47 Acero Longitudinal en Pantalla 195 4.25 1/2" 1.02 845.33

195 4.87 3/8" 0.58 550.80 195 1.50 3/8" 0.58 169.65

Acero Transversal en Pantalla 38.00 29.05 3/8" 0.58 640.26

02.07.00 ESTRUCTURA METALICA

02.07.01 COMPUERTA PLANCHA DE ACERO DE 0.40 X0.40 (ADMISIÓN) UND 1.00 - - - 1.00 1.00

02.07.02 COMPUERTA PLANCHA DE FIERRO DE 0.30 X 0.30 (PURGA) UND 1.00 - - - 1.00 1.00

02.07.03 COMPUERTA PLANCHA DE FIERRO 0.30 X 0.30 (DESRIPEADORA) UND 1.00 - - - 1.00 1.00

02.07.04 REJILLA METALICA DE BARRAS DE 5/8" ML 33.00 0.60 - - 19.80 19.80





02.07.05 COMPUERTA METALICA TIPO TARJETERA PARA TOMAS LATERALES UND 11.00 - - - 11.00 11.00





03.00.00 == ANTECANAL==

03.01.00 TRABAJOS PRELIMINARES

03.01.01 ROCE Y LIMPIEZA DE TERRENO - CANAL M2 1.00 93.00 1.00 - 93.00 93.00

03.01.02 TRAZO Y REPLANTEO PRELIMINAR - CANAL ML 1.00 93.00 0.80 - 74.40 74.40


03.02.01 EXC. EN MATERIAL SUELTO - PLATAFORMA Y CAJA M3 1.00 ==== VOLUMEN ====> 136.88 136.88

03.02.02 EXC. EN MATERIAL ROCA SUELTAN - PLATAFORMA Y CAJA M3 1.00 ==== VOLUMEN ====> 51.13 51.13

03.02.03 EXC. EN ROCA FIJA - PLATAFORMA Y CAJA M3 1.00 ==== VOLUMEN ====> 44.50 44.50

03.02.04 PERFILADO DE TALUD DE CORTE ML 1.00 93.00 - - 93.00 93.00

03.02.05 REFINE DE ZANJA Y NIVELACIÓN DE FONDO ML 1.00 93.00 - - 93.00 93.00

03.02.06 RELLENO Y COMPACTACION EN BASE DE CANAL M3 1.00 93.00 0.80 0.60 44.64 44.64

03.03.00 REVESTIMIENTOS DE ANTECANAL

03.03.01 ENCOFRADO Y DESENCOFRADO DE CANALES M2 392.48KM 0+00 AL KM 0+068.8 4.00 68.80 - 1.25 344.00 KM 0+072.80 AL KM 0+093 4.00 20.20 - 0.60 48.48

03.03.02 CONCRETO f'c= 175 KG/CM2 M3 54.13muros (KM 0+00 AL KM 0+068.8) 2.00 68.80 0.20 1.25 34.40 muros (KM 0+072.8 AL KM 0+093) 2.00 20.2 0.20 0.6 4.85 base 1.00 93.00 0.80 0.20 14.88

03.03.03 ACERO DE REFUERZO fý=4200 Kg/cm2 KG Nº veces L Ø fierro Kg/ml. Peso(kg) 1,504.38Acero Longitudinal 23.00 68.80 3/8" 0.56 886.14 Acero Transversal 345.00 3.20 3/8" 0.56 618.24

03.04.00 JUNTA Y OTROS

03.04.01 JUNTA ASFALTICA 1" ML 21.00 0.80 - - 16.80 16.8003.04.02 JUNTAS CON WATER STOP ML 7.00 0.80 - - 5.60 5.60

03.05.00 CANAL DESRIPEADOR

03.05.01 TRAZO Y REPLANTEO PRELIMINAR - CANAL ML 1.00 55.00 - - 55.00 55.00

03.05.02 EXC. EN MATERIAL SUELTO - PLATAFORMA Y CAJA M3 1.00 ==== VOLUMEN === 28.62 28.62 28.62

03.05.03 EXC. EN MATERIAL ROCA SUELTAN - PLATAFORMA Y CAJA M3 1.00 ==== VOLUMEN === 13.58 13.58 13.58

03.05.04 EXC. EN ROCA FIJA - PLATAFORMA Y CAJA M3 1.00 ==== VOLUMEN === 11.15 11.15 11.15

03.05.05 PERFILADO DE TALUD DE CORTE ML 1.00 55.00 - - 55.00 55.00

03.05.06 REFINE DE ZANJA Y NIVELACIÓN DE FONDO ML 1.00 55.00 - - 55.00 55.00

03.05.07 RELLENO Y COMPACTACION EN BASE DE CANAL M3 1.00 55.00 0.50 0.15 4.13 4.13

03.05.08 ENCOFRADO Y DESENCOFRADO DE CANALES M2 4.00 55.00 0.70 - 220.00 220.00

03.05.09 CONCRETO f'c= 175 KG/CM2 M3 10.45Paredes 2.00 55.00 0.10 0.70 7.70 Base 1.00 55.00 0.10 0.50 2.75

03.05.10 ACERO DE REFUERZO FY=4200 KG/CM2 KG Nº veces L Ø fierro Kg/ml. Peso(kg) 646.80Acero Principal 275.00 1.80 3/8" 0.56 277.20 Acero Transversal 12.00 55.00 3/8" 0.56 369.60

03.05.11 JUNTA ASFALTICA 1" ML 28.00 0.50 - - 14.00 14.00

04.00.00 == TUBERIA DE CONDUCCION ==

04.01.00 OBRAS PRELIMINARES

04.01.01 ROCE Y LIMPIEZA DE TERRENO - CANAL M2 1.00 5,277.50 1.50 - 7,916.25 7,916.25

04.01.02 TRAZO Y REPLANTEO PRELIMINAR - CANAL ML 1.00 5,277.50 - - 5,277.50 5,277.50






04.02.01 EXC. EN MATERIAL SUELTO - PLATAFORMA Y ZANJA M3 1.00 ==== VOLUMEN === 2,487.90 2,487.90 2,487.90

04.02.02 EXC. EN MATERIAL ROCA SUELTA - PLATAFORMA Y ZANJA M3 1.00 ==== VOLUMEN === 1,085.49 1,085.49 1,085.49

04.02.03 EXC. EN ROCA FIJA - PLATAFORMA Y ZANJA M3 1.00 ==== VOLUMEN === 2,431.76 2,431.76 2,431.76

04.02.04 REFINE DE ZANJA Y NIVELACIÓN DE FONDO ML 1.00 5,277.50 - - 5,277.50 5,277.50

04.02.05 RELLENO Y COMPACTACION DE CANAL M3 1.00 ==== VOLUMEN === 578.90 578.90 578.90

04.02.06 PREPARACION Y EXTENDIDO DE CAMA DE APOYO ML 1.00 5,277.50 - - 5,277.50 5,277.50

04.02.07 PRUEBA HIDRAULICA ML 1.00 5,277.50 - - 5,277.50 5,277.50

04.03.00 INSTALACION Y EXTENDIDO DE TUBERIAS

04.03.01 TUBERIA PERFILADA PVC D=450 mm NTP 399.162 ML 1.00 2,940.00 - - 2,940.00 2,940.00

04.03.02 TUBERIA PERFILADA PVC D=400 mm NTP 399.162 ML 1.00 1,977.50 - - 1,977.50 1,977.50

04.03.03 TUBERIA PERFILADA PVC D=355 mm NTP 399.162 ML 1.00 360.00 - - 360.00 360.00

04.03.04 SUMINISTRO E INSTALACION DE ACCESORIOS UND 74.00 - - - 74.00 74.00

04.04.00 CAJAS DE INSPECCIÓN Y VOLTEO

04.04.01 TRAZO Y REPLANTEO M2 11.00 1.60 1.60 - 28.16 28.16

04.04.02 EXC. PARA CIMENTACIÓN EN MATERIAL SUELTO M3 1.00 ==== VOLUMEN === 8.29 8.29 8.29

04.04.03 EXC. PARA CIMENTACIÓN EN ROCA SUELTA M3 1.00 ==== VOLUMEN === 6.57 6.57 6.57

04.04.04 EXC. PARA CIMENTACIÓN EN ROCA FIJA M3 1.00 ==== VOLUMEN === 23.16 23.16 23.16

04.04.05 ENCOFRADO Y DESENCOFRADO DE MUROS M2 11.00 ==== AREA == 16.04 176.40 176.40

04.04.06 CONCRETO f'c= 175 KG/CM2 M3 11.00 ==== VOLUMEN === 1.54 16.91 16.91

04.04.07 ACERO DE REFUERZO FY=4200 KG/CM2 EN TAPAS KG 11.00 ==== KILOS === 108.35 1,191.90 1,191.90

04.04.08 TARRAJEO INTERIOR CON IMPERMEABILIZANTE M2 11.00 ==== AREA == 7.20 79.20 79.20

04.04.09 SUM. Y INST. DE ACCESORIOS GLB 1.00 - - - 1.00 1.00

04.05.00 TOMA LATERAL

04.05.01 TRAZO Y REPLANTEO M2 1.00 1.60 1.60 2.56 2.56

04.05.02 EXC. PARA CIMENTACIÓN EN MATERIAL SUELTO M3 1.00 ==== VOLUMEN ====> 25.75 25.75

04.05.03 EXC. PARA CIMENTACIÓN EN ROCA SUELTA M3 1.00 ==== VOLUMEN ====> 3.80 3.80

04.05.04 EXC. PARA CIMENTACIÓN EN ROCA FIJA M3 1.00 ==== VOLUMEN ====> 2.76 2.76

04.05.05 ENCOFRADO Y DESENCOFRADO DE MUROS M2 11.00 ==== AREA ====> 16.04 16.04

04.05.06 CONCRETO f'c= 175 KG/CM2 M3 11.00 ==== VOLUMEN ====> 1.38 1.38

04.05.07 ACERO DE REFUERZO FY=4200 KG/CM2 KG 11.00 ==== KILOS ====> 108.35 108.35

04.05.08 TARRAJEO INTERIOR CON IMPERMEABILIZANTE M2 11.00 ==== AREA ====> 7.20 7.20

05.00.00 == OBRAS DE ARTE ==

05.01.00 DESARENADOR

05.01.01 LIMPIEZA DE TERRENO M2 1.00 ==== AREA == 17.08 17.08 17.08

05.01.02 TRAZO Y REPLANTEO PRELIMINAR M2 1.00 ==== AREA == 17.08 17.08 17.08

05.01.03 EXCAVACIÓN EN MATERIAL SUELTO M3 1.00 ==== VOLUMEN === 56.27 56.27 56.27

05.01.04 EXCAVACIÓN EN ROCA SUELTA M3 1.00 ==== VOLUMEN === 11.25 11.25 11.25

05.01.05 EXCAVACIÓN EN ROCA FIJA M3 1.00 ==== VOLUMEN === 7.50 7.50 7.50

05.01.06 RELLENO Y COMPACTADO M3 1.00 ==== VOLUMEN === 1.83 1.83 1.83

05.01.07 CONCRETO f'c = 210KG/CM2 M3 1.00 ==== VOLUMEN === 12.19 12.19 12.19





05.01.08 ENCOFRADO Y DESENCOFRADO M2 1.00 ==== AREA == 44.40 44.40 44.40

05.01.09 ACERO DE REFUERZO fý =4200 Kg/cm2 KG 1.00 ==== KILOS == 205.87 205.87 205.87

05.01.10 JUNTA ELASTOMETRICAS ML 2.00 1.40 - - 2.80 2.80

05.02.00 POZA DE CAPTACIÓN

05.02.01 TRAZO Y REPLANTEO PRELIMINAR M2 1.00 1.40 1.70 - 2.38 2.38

05.02.02 EXCAVACIÓN EN MATERIAL SUELTO M3 1.00 ==== VOLUMEN === 2.41 2.41 2.41

05.02.03 EXCAVACIÓN EN ROCA SUELTA M3 1.00 ==== VOLUMEN === 0.48 0.48 0.48

05.02.04 EXCAVACIÓN EN ROCA FIJA M3 1.00 ==== VOLUMEN === 0.32 0.32 0.32

05.02.05 CONCRETO f'c = 210KG/CM2 M3 1.00 ==== VOLUMEN === 1.36 1.36 1.36



05.02.08 TARRAJEO DE IMPERMEABILIZACION M2 1.00 ==== AREA == 6.10 6.10 6.10

05.02.09 JUNTAS ELASTOMERICAS ML 1.00 1.40 - - 1.40 1.40

05.03.00 CANOAS

05.03.01 TRAZO Y REPLANTEO PRELIMINAR M2 24.00 5.00 3.30 - 396.00 396.00

05.03.02 EXCAVACIÓN EN MATERIAL SUELTO M3 1.00 ==== VOLUMEN ====> 27.80 27.80

05.03.03 EXCAVACIÓN EN ROCA SUELTA M3 1.00 ==== VOLUMEN ====> 6.75 6.75

05.03.04 EXCAVACIÓN EN ROCA FIJA M3 1.00 ==== VOLUMEN ====> 21.19 21.19

05.03.05 ENCOFRADO Y DESENCOFRADO DE MUROS M2 24.00 ==== AREA ====> 18.21 18.21

05.03.06 CONCRETO f'c= 140 KG/CM2 + 40% PG M3 24.00 ==== VOLUMEN ====> 4.03 4.03

05.03.07 EMBOQUILLADO DE PIEDRA e = 0.25 M2 24.00 ==== VOLUMEN ====> 4.30 4.30

05.03.08 TARRAJEO DE MUROS M2 24.00 ==== AREA ====> 15.04 15.04

05.04.00 RAPIDA

05.04.01 TRAZO Y REPLANTEO PRELIMINAR ML 1.00 20.00 - - 20.00 20.00

05.04.02 EXCAVACIÓN EN MATERIAL SUELTO M3 ==== VOLUMEN ====> 23.51 23.51 23.51

05.04.03 EXCAVACIÓN EN ROCA SUELTA M3 ==== VOLUMEN ====> 7.84 7.84 7.84

05.04.04 EXCAVACION EN ROCA FIJA M3 ==== VOLUMEN ====> 7.84 7.84 7.84

05.04.05 REFINE DE ZANJA Y NIVELACIÓN FONDO ML 1.00 20.00 - - 20.00 20.00

05.04.06 PREPARACIÓN DE CAMA DE APOYO ML 1.00 20.00 - - 20.00 20.00

05.04.07 RELLENO CON MATERIAL SELECCIONADO M3 1.00 20.00 0.70 0.80 11.20 11.20

05.04.08 TUBERIA PERFILADA PVC D=400 mm NTP 399.162 ML 1.00 20.00 - - 20.00 20.00

05.05.00 TOMAS TIPICA DE INGRESO Y SALIDA

05.05.01 TRAZO Y REPLANTEO PRELIMINAR M2 2.00 ==== AREA == 2.90 2.9 5.80

05.05.02 EXCAVACION EN MATERIAL SUELTO M3 2.00 ==== VOLUMEN === 3.48 3.48 6.96

05.05.03 EXCAVACION EN ROCA SUELTA M3 2.00 ==== VOLUMEN === 1.16 1.16 2.32

05.05.04 EXCAVACION EN ROCA FIJA M3 2.00 ==== VOLUMEN === 1.16 1.16 2.32


05.05.06 CONCRETO CICLOPEO 2.00 ==== VOLUMEN === 0.41 0.41 0.82 f'c= 140 Kg/cm2 + 40% P.G. M3

05.05.07 CONCRETO ARMADO f'c=210 Kg/cm2 M3 2.00 ==== VOLUMEN === 7.37 7.37 14.74






05.05.09 TARRAJEO INTERIOR CON IMPERMEABILIZANTE M2 2.00 ==== AREA == 11.61 11.61 23.22

05.06.00 VERTEDERO DE DEMASIAS

05.06.01 TRAZO Y REPLANTEO PRELIMINAR M2 1 ==== AREA == 30.00 30.00 30.00

05.06.02 EXCAVACIÓN EN MATERIAL SUELTO M3 1 ==== VOLUMEN === 4.08 4.08 4.08

05.06.03 EXCAVACION EN ROCA SUELTA M3 1 ==== VOLUMEN === 16.32 16.32 16.32

05.06.04 ENCOFRADO Y DESENCOFRADO M2 1 ==== AREA == 50.40 50.40 50.40

05.06.05 CONCRETO SIMPLE f'c=175 KG/CM2 M3 1 ==== VOLUMEN === 7.42 7.42 7.42

05.06.06 TARRAJEO DE IMPERMEABILIZACION M2 1 ==== AREA == 25.2 25.20 25.20

05.06.07 ENROCADO DE PROTECCION M3 1 ==== VOLUMEN === 1.48 1.48 1.48

05.07.00 DADO DE CONCRETO

05.07.01 LIMPIEZA DE TERRENO M2 32 ==== AREA == 0.83 26.56 26.56


05.07.03 CONCRETO f'c = 175KG/CM2 M3 32 Area==> 0.65 1.05 21.84 21.84

05.07.04 ENCOFRADO Y DESENCOFRADO M2 59.04interior 32 0.6 0.5 - 9.6exterior 32 1.5 1.03 - 49.44

05.08.00 ALCANTARILLAS




05.08.04 EXCAVACIÓN EN ROCA SUELTA M3 8 ==== VOLUMEN === 18.5544 18.55 148.44

05.08.05 EXCAVACIÓN EN ROCA FIJA M3 8 ==== VOLUMEN === 20.616 20.62 164.93


05.08.07 CONCRETO CICLOPEO f'c= 140KG/CM2 + 40% PM M3 8 ==== VOLUMEN === 5.31 5.31 42.49

05.08.08 CONCRETO f'c = 210 KG/CM2 M3 8 ==== VOLUMEN === 1.29 1.29 10.30

05.08.09 ACERO DE REFUERZO fý= 4200KG/CM2 KG 8 ==== KILOS == 142.39 142.39 1139.14

05.08.10 RELLENO CON MATERIAL PROPIO M3 8 ==== VOLUMEN === 6.24 6.24 49.92

05.08.11 ENROCADO DE E=0.25M ENTRADA Y SALIDA M3 8 ==== VOLUMEN === 4.00 4.00 32.00

05.08.12 TARRAJEO CON MORTERO PROP. 1:2 M2 8 ==== AREA == 6.00 6.00 48.00

05.09.00 CANAL DE PURGA




05.09.04 EXCAVACIÓN EN ROCA SUELTA M3 1 ==== VOLUMEN === 0.24 0.24 0.24

05.09.05 EXCAVACIÓN EN ROCA FIJA M3 1 ==== VOLUMEN === 0.16 0.16 0.16


05.09.07 CONCRETO CICLOPEO f'c= 140KG/CM2 M3 1 ==== VOLUMEN === 0.65 0.65 0.65

05.09.08 TARRAJEO DE IMPERMEABILIZACION M2 1 5.50 5.50

05.09.09 ENROCADO DE E=0.25M ENTRADA Y SALIDA M3 1 ==== VOLUMEN === 0.25 0.25 0.25

06.00.00 FLETE





06.01.01 FLETE TERRESTRE GLB 1 - - - 1.00 1.00

06.01.02 FLETE RURAL GLB 1 - - - 1.00 1.00

07.00.00 == IMPACTO AMBIENTAL ==

07.01.01 PLAN DE MANEJO DE IMPACTO AMBIENTAL GLB 1 - - - 1.00 1.00

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