02 metrado explanaciones quije

110
RESUMEN DE METRADOS DE OBRA PROYECTO : CONSTRUCCION DE LA ITEM DESCRIPCION UND. METRADO 01.00.00 TRABAJOS PRELIMINARES 01.01.00 Movilización y Desmovilización de equipo (Manitea) Glb 1.00 01.02.00 Campamento de Obra (Almacén) m2 30.00 01.03.00 Cartel de Identificación de Obra de 3.60x2.40m Und 1.00 01.04.00 Trazo, Nivelación y Replanteo (Ejecucion de obra) Km 12.50 01.05.00 Limpieza y Deforestación (R=0.80 Ha/dia) Ha 6.25 01.06.00 Demarcación de Taludes Km 12.50 01.07.01 Transporte de Materiales a Obra (Marcas) Glb 1.00 02.00.00 MOVIMIENTO DE TIERRAS 02.01.00 Corte en Material Suelto (R=460 m3/dia) m3 92,517.74 02.02.00 Corte en Roca Suelta (R=250 m3/dia) m3 12,874.13 02.03.00 Corte en Roca Fija (R=160 m3/dia) m3 2,550.38 02.04.00 Conformación de Terraplenes (R=780 m3/dia) m3 687.69 02.05.00 Perfilado y Compactación de Subrasante en Zona de Corte (R=580 m2 12,080.00 02.06.00 Excavacion de Cunetas en Material Suelto m 6,828.00 02.07.00 Excavacion de Cunetas en Roca Suelta m 1,144.00 03.00.00 CONFORMACION DE SUPERFICIE DE RODADURA 03.01.00 Excavacion y Apilamiento de Material Afirmado en Cantera (Rend. m3 9,072.00 03.02.00 Zarandeo de Material Afirmado (R=620 m3/dia) m3 9,072.00 03.03.00 Carguio de Material Afirmado m3 9,072.00 03.04.00 Transporte de Material Afirmado (DM) M3K 29,484.00 03.05.00 Extendido, Nivelado y Compactado de Material Afirmado Rend=510 m3 9,072.00 03.06.00 Riego m3 9,072.00 04.00.00 ALCANTARILLAS DE CONCRETO 04.01.00 Trazo, Niveles y Replanteo de Obras de Arte m2 81.88 04.02.00 Desvio de Transito Und 7.00 04.03.00 Excavacion Manual para Estructuras m3 152.93 04.04.00 Eliminación de Material Excedente m3 183.51 04.05.00 Solado F'c = 100 Kg/cm2 (e=2".) m2 113.21 04.06.00 Concreto Ciclopeo f'c= 140 kg/cm2 + 30% P.M. m3 11.91 04.07.00 Concreto F'c= 210 kg/cm2 en lozas macizas m3 49.32 04.08.00 Encofrado y desencofrado m2 284.56 04.09.00 Acero de Refuerzo Grado 60 Fy=4200 kg/cm2 Kg 3,390.09 04.10.00 Relleno y Compact. Manual-Mat. propio selec. m3 90.55 05.00.00 BADENES 05.01.00 Trazo, Niveles y Replanteo de Obras de Arte m2 51.00 05.02.00 Desvio de Transito Und 1.00 05.03.00 Excavacion Manual en Tierra Suelta m3 22.25 05.04.00 Compactacion de Rasante m2 36.00 05.05.00 Concreto Ciclopeo f'c= 140 kg/cm2 + 30% P.M. m3 16.49 05.06.00 Concreto f'c= 175Kg/cm2 en Badenes m3 7.20 05.07.00 Encofrado y Desencofrado en Badenes m2 19.50

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Page 1: 02 Metrado Explanaciones QUIJE

RESUMEN DE METRADOS DE OBRA

PROYECTO : CONSTRUCCION DE LA

ITEM DESCRIPCION UND. METRADO OBSERVACIONES

01.00.00 TRABAJOS PRELIMINARES

01.01.00 Movilización y Desmovilización de equipo (Manitea) Glb 1.0001.02.00 Campamento de Obra (Almacén) m2 30.0001.03.00 Cartel de Identificación de Obra de 3.60x2.40m Und 1.0001.04.00 Trazo, Nivelación y Replanteo (Ejecucion de obra) Km 12.5001.05.00 Limpieza y Deforestación (R=0.80 Ha/dia) Ha 6.2501.06.00 Demarcación de Taludes Km 12.5001.07.01 Transporte de Materiales a Obra (Marcas) Glb 1.0002.00.00 MOVIMIENTO DE TIERRAS

02.01.00 Corte en Material Suelto (R=460 m3/dia) m3 92,517.7402.02.00 Corte en Roca Suelta (R=250 m3/dia) m3 12,874.1302.03.00 Corte en Roca Fija (R=160 m3/dia) m3 2,550.3802.04.00 Conformación de Terraplenes (R=780 m3/dia) m3 687.6902.05.00 Perfilado y Compactación de Subrasante en Zona de Corte (R=580 m2 m2 12,080.0002.06.00 Excavacion de Cunetas en Material Suelto m 6,828.0002.07.00 Excavacion de Cunetas en Roca Suelta m 1,144.0003.00.00 CONFORMACION DE SUPERFICIE DE RODADURA

03.01.00 Excavacion y Apilamiento de Material Afirmado en Cantera (Rend. = m3 9,072.0003.02.00 Zarandeo de Material Afirmado (R=620 m3/dia) m3 9,072.0003.03.00 Carguio de Material Afirmado m3 9,072.0003.04.00 Transporte de Material Afirmado (DM) M3K 29,484.0003.05.00 Extendido, Nivelado y Compactado de Material Afirmado Rend=510 m m3 9,072.0003.06.00 Riego m3 9,072.0004.00.00 ALCANTARILLAS DE CONCRETO

04.01.00 Trazo, Niveles y Replanteo de Obras de Arte m2 81.8804.02.00 Desvio de Transito Und 7.0004.03.00 Excavacion Manual para Estructuras m3 152.9304.04.00 Eliminación de Material Excedente m3 183.5104.05.00 Solado F'c = 100 Kg/cm2 (e=2".) m2 113.2104.06.00 Concreto Ciclopeo f'c= 140 kg/cm2 + 30% P.M. m3 11.9104.07.00 Concreto F'c= 210 kg/cm2 en lozas macizas m3 49.3204.08.00 Encofrado y desencofrado m2 284.5604.09.00 Acero de Refuerzo Grado 60 Fy=4200 kg/cm2 Kg 3,390.0904.10.00 Relleno y Compact. Manual-Mat. propio selec. m3 90.5505.00.00 BADENES

05.01.00 Trazo, Niveles y Replanteo de Obras de Arte m2 51.0005.02.00 Desvio de Transito Und 1.0005.03.00 Excavacion Manual en Tierra Suelta m3 22.2505.04.00 Compactacion de Rasante m2 36.0005.05.00 Concreto Ciclopeo f'c= 140 kg/cm2 + 30% P.M. m3 16.4905.06.00 Concreto f'c= 175Kg/cm2 en Badenes m3 7.2005.07.00 Encofrado y Desencofrado en Badenes m2 19.50

Page 2: 02 Metrado Explanaciones QUIJE

RESUMEN DE METRADOS DE OBRA

PROYECTO : CONSTRUCCION DE LA

ITEM DESCRIPCION UND. METRADO OBSERVACIONES

05.08.00 Juntas de dilatación asfáltica de 2" m 12.00

Page 3: 02 Metrado Explanaciones QUIJE

RESUMEN DE METRADOS DE OBRA

PROYECTO : CONSTRUCCION DE LA

ITEM DESCRIPCION UND. METRADO OBSERVACIONES

06.00.00 POSTES KILOMETRICOS

06.01.00 Instalacion de Postes Kilometricos (Inc.Suministro) Und 7.0007.00.00 ENSAYOS DE CONTROL DE CALIDAD

07.01.00 Ensayos de Mec. de Suelos - Mat.Afirmado Und 1.0007.02.00 Ensayos de Control de Compactación Und 12.0007.03.00 Ensayos de Resistencia del Concreto Und 16.0008.00.00 PLAN DE MANEJO AMBIENTAL

08.01.00 MEDIDAS DE MITIGACIÓN

08.01.01 Demolición de Campamento de Obra Glb 2.0008.01.02 Recuperación de Cultivos Afectados Ha 1.3408.02.00 MEDIDAS DE CONTROL

08.02.01 Construcción de Pozo de Residuos m3 29.5008.02.02 Recolección Manual de Residuos Sólidos del Area Circundante m3 20.0008.02.03 Construcción Relleno de Seguridad m3 17.4008.02.04 Letrinas Móviles Und 2.0008.02.05 Letrinas Temporales Und 3.0008.03.00 MEDIDAS DE PREVENCIÓN

08.03.01 Equipo de Protección Personal Glb 1.0008.03.02 Elaboración de Procedimientos de Seguridad Ambientales Glb 1.0008.03.03 Programa de Inducción al Personal Und 2.0008.03.04 Capacitación en Temas Ambientales Und 4.0008.03.06 Conformación de Comités de Mantenimiento Glb 1.00

Page 4: 02 Metrado Explanaciones QUIJE

METRADO DE TRABAJOS PRELIMINARES

PROYECTO : CONSTRUCCION DE LA

01.01.00Movilización y Desmovilización de equipo (Manitea)

NUMEROTRAMO

OBSERVACIONESPROGRESIVA FINAL

1.00 KIMBIRI 32+000 32.00 HUANTA - MARCAS0+000.00

TOTAL MOVILIZACIÓN Y DESMOVILIZACIÓN DE EQUIPO (GLB) 1.00

01.02.00Campamento de Obra (Almacén)

NUM. LONGITUD (m) ANCHO (m) AREA (m2) OBSERVACIONES

1.00 6.00 5.00 30.00

AREA TOTAL DE CAMPAMENTO (m2) 30.00

01.03.00Cartel de Identificación de Obra de 3.60x2.40m

NUM. LONGITUD (m) ANCHO (m) AREA (m2) OBSERVACIONES

1.00 3.60 2.40 8.64 SEGÚN MODELO ADJUNTO

TOTAL DE CARTEL DE IDENTIFICACIÒN DE OBRA (UND) 1.00

01.04.00Trazo, Nivelación y Replanteo (Ejecucion de obra)

NUMEROTRAMO

OBSERVACIONESPROGRESIVA FINAL

1.00 0+000 12+500 12.500+000.00

TOTAL DE TRAZO, NIV. Y REPLANTEO ( KM.) 12.50

01.05.00Limpieza y Deforestación (R=0.80 Ha/dia)

NUMEROTRAMO LONGITUD

FRANJA (M) HA.PROGRESIVA FINAL (M.)

1.00 0+000 12+500 12,500.00 5.00 6.25

TOTAL DE L IMPIEZA Y DEFORESTACION (HA.) 6.25

LONGITUD(KM)PROGRESIVA

INICIAL

LONGITUD(KM)PROGRESIVA

INICIAL

PROGRESIVA INICIAL

Page 5: 02 Metrado Explanaciones QUIJE

METRADO DE TRABAJOS PRELIMINARES

PROYECTO : CONSTRUCCION DE LA

01.06.00Demarcación de Taludes

NUMEROTRAMO LONGITUD

OBSERVACIONESPROGRESIVA FINAL (KM.)

1.00 0+000 12+500 12.50

TOTAL DE DEMARCACIÒN DE TALUD ( KM.) 12.50

01.07.01Transporte de Materiales a Obra (Marcas)

NUMEROTRAMO

OBSERVACIONESPROGRESIVA FINAL

1.00 KIMBIRI 32,000.00 32.00 KIMBIRI - CAMPAMENTO DE OBRA0+000.00

TOTAL DE TRANSPORTE DE MATERIALES A OBRA (GLB) 1.00

PROGRESIVA DE INICIO

LONGITUD(KM)PROGRESIVA

INICIAL

Page 6: 02 Metrado Explanaciones QUIJE

02.00.00 MOVIMIENTO DE TIERRAS

PROYECTO : CONSTRUCCION DE LA

TRAMO AREA (m2) VOLUMEN DE CORTE (m3)

RELLENO CORTE RELLENO CORTE Propio Material Suelto % Roca Suelta % Roca fija %

0 0+000 20.00 - 1.80 - 9.00 - 9.00 100% - 0% - 0%

2 0+020 20.00 - 5.20 - 70.00 - 70.00 100% - 0% - 0%

4 0+040 20.00 - 8.23 - 134.30 - 134.30 100% - 0% - 0%

6 0+060 20.00 1.10 4.01 5.50 122.40 5.50 122.40 100% - 0% - 0%

8 0+080 20.00 - 16.60 5.50 206.10 5.50 206.10 100% - 0% - 0%

10 0+100 20.00 1.92 3.34 9.60 199.40 9.60 199.40 100% - 0% - 0%

12 0+120 20.00 2.41 10.48 43.30 138.20 43.30 138.20 100% - 0% - 0%

14 0+140 20.00 - 14.44 24.10 249.20 24.10 249.20 100% - 0% - 0%

16 0+160 20.00 - 29.92 - 443.60 - 266.16 60% 133.08 30% 44.36 10%

18 0+180 20.00 0.94 3.88 9.40 338.00 9.40 202.80 60% 101.40 30% 33.80 10%

20 0+200 20.00 2.31 3.54 16.25 74.20 16.25 44.52 60% 22.26 30% 7.42 10%

22 0+220 20.00 1.11 7.38 17.10 109.20 17.10 98.28 90% 10.92 10% - 0%

24 0+240 20.00 1.19 1.76 11.50 91.40 11.50 82.26 90% 9.14 10% - 0%

26 0+260 20.00 0.28 6.98 7.35 87.40 7.35 52.44 60% 34.96 40% - 0%

28 0+280 20.00 3.88 4.21 20.80 111.90 20.80 67.14 60% 44.76 40% - 0%

30 0+300 20.00 3.20 9.15 35.40 133.60 35.40 80.16 60% 53.44 40% - 0%

32 0+320 20.00 3.53 3.79 33.65 129.40 33.65 77.64 60% 51.76 40% - 0%

34 0+340 20.00 5.07 3.54 43.00 73.30 43.00 43.98 60% 29.32 40% - 0%

36 0+360 20.00 2.85 1.71 39.60 52.50 39.60 31.50 60% 21.00 40% - 0%

38 0+380 20.00 1.04 18.87 19.45 205.80 19.45 123.48 60% 82.32 40% - 0%

40 0+400 20.00 - 4.85 5.20 237.20 5.20 142.32 60% 94.88 40% - 0%

42 0+420 20.00 - 27.84 - 326.90 - 196.14 60% 130.76 40% - 0%

44 0+440 20.00 0.84 18.91 8.40 233.75 8.40 140.25 60% 93.50 40% - 0%

46 0+460 20.00 6.38 0.22 72.20 95.65 72.20 57.39 60% 38.26 40% - 0%

48 0+480 20.00 5.51 3.43 118.90 36.50 118.90 21.90 60% 14.60 40% - 0%

50 0+500 20.00 8.61 13.77 141.20 172.00 141.20 103.20 60% 68.80 40% - 0%

52 0+520 20.00 4.47 9.37 130.80 231.40 130.80 138.84 60% 92.56 40% - 0%

54 0+540 20.00 1.33 5.41 58.00 147.80 58.00 88.68 60% 59.12 40% - 0%

56 0+560 20.00 - 9.53 6.65 149.40 6.65 89.64 60% 59.76 40% - 0%

58 0+580 20.00 2.23 1.82 11.15 113.50 11.15 68.10 60% 45.40 40% - 0%

60 0+600 20.00 5.07 - 36.50 18.20 36.50 10.92 60% 7.28 40% - 0%

62 0+620 20.00 2.17 2.47 36.20 24.70 36.20 14.82 60% 9.88 40% - 0%

64 0+640 20.00 15.51 - 88.40 24.70 88.40 22.23 90% 2.47 10% - 0%

66 0+660 20.00 3.68 8.67 95.95 86.70 95.95 78.03 90% 8.67 10% - 0%

68 0+680 20.00 - 40.46 18.40 491.30 18.40 442.17 90% 49.13 10% - 0%

70 0+700 20.00 3.14 22.29 15.70 627.50 15.70 564.75 90% 62.75 10% - 0%

72 0+720 20.00 3.50 23.75 33.20 460.40 33.20 322.28 70% 138.12 30% - 0%

74 0+740 20.00 8.34 6.07 118.40 298.20 118.40 208.74 70% 89.46 30% - 0%

76 0+760 20.00 4.37 4.08 127.10 101.50 127.10 71.05 70% 30.45 30% - 0%

78 0+780 20.00 0.98 5.97 26.75 100.50 26.75 70.35 70% 30.15 30% - 0%

80 0+800 20.00 0.35 0.87 6.65 68.40 6.65 47.88 70% 20.52 30% - 0%

82 0+820 20.00 2.81 0.61 15.80 14.80 15.80 10.36 70% 4.44 30% - 0%

ESTACA

DISTAN

CIA (m)

VOLUMEN TOTAL(m3)

VOLUMEN RELLENO(m3)

PROGRESIVA DE INICIO

Prestamo

Transportad

o

Page 7: 02 Metrado Explanaciones QUIJE

PARCIAL 1 1,513.05 7,039.90 1,513.05 - - 5,209.00 1,745.32 85.58

Page 8: 02 Metrado Explanaciones QUIJE

02.00.00 MOVIMIENTO DE TIERRAS

PROYECTO

TRAMO AREA (m2) VOLUMEN DE CORTE (m3)

RELLENO CORTE RELLENO CORTE Propio Material Suelto % Roca Suelta % Roca fija %

84.00 0+840 20.00 - 12.29 14.05 129.00 14.05 - - 90.30 70% 38.70 30% - 0%

86 0+860 20.00 - 27.88 - 401.70 - - - 361.53 90% 40.17 10% - 0%

88 0+880 20.00 - 20.19 - 480.70 - - - 432.63 90% 48.07 10% - 0%

90 0+900 20.00 - 23.13 - 433.20 - - - 389.88 90% 43.32 10% - 0%

92 0+920 20.00 1.85 8.00 9.25 311.30 9.25 - - 280.17 90% 31.13 10% - 0%

94 0+940 20.00 - 58.46 9.25 664.60 9.25 - - 598.14 90% 66.46 10% - 0%

96 0+960 20.00 - 148.31 - 2,067.70 - - - 1,860.93 90% 206.77 10% - 0%

98 0+980 20.00 - 126.10 - 2,744.10 - - - 2,469.69 90% 274.41 10% - 0%

100 1+000 20.00 - 68.88 - 974.90 - - - 877.41 90% 97.49 10% - 0%

102 1+020 20.00 - 55.74 - 623.10 - - - 560.79 90% 62.31 10% - 0%

104 1+040 20.00 - 39.25 - 949.90 - - - 854.91 90% 94.99 10% - 0%

106 1+060 20.00 - 20.01 - 592.60 - - - 533.34 90% 59.26 10% - 0%

108 1+080 20.00 - 13.75 - 337.60 - - - 303.84 90% 33.76 10% - 0%

110 1+100 20.00 - 21.73 - 354.80 - - - 319.32 90% 35.48 10% - 0%

112 1+120 20.00 - 45.33 - 670.60 - - - 603.54 90% 67.06 10% - 0%

114 1+140 20.00 - 39.46 - 847.90 - - - 763.11 90% 84.79 10% - 0%

116 1+160 20.00 - 36.56 - 760.20 - - - 304.08 40% 152.04 20% 304.08 40%

118 1+180 20.00 - 33.14 - 697.00 - - - 278.80 40% 139.40 20% 278.80 40%

120 1+200 20.00 - 23.87 - 570.10 - - - 228.04 40% 114.02 20% 228.04 40%

122 1+220 20.00 - 26.52 - 503.90 - - - 201.56 40% 100.78 20% 201.56 40%

124 1+240 20.00 - 30.68 - 572.00 - - - 228.80 40% 114.40 20% 228.80 40%

126 1+260 20.00 - 7.88 - 385.60 - - - 154.24 40% 77.12 20% 154.24 40%

128 1+280 20.00 - 20.70 - 285.80 - - - 114.32 40% 57.16 20% 114.32 40%

130 1+300 20.00 - 9.28 - 299.80 - - - 119.92 40% 59.96 20% 119.92 40%

132 1+320 20.00 - 3.78 - 130.60 - - - 91.42 70% 39.18 30% - 0%

134 1+340 20.00 - 11.70 - 154.80 - - - 108.36 70% 46.44 30% - 0%

136 1+360 20.00 - 11.40 - 231.00 - - - 161.70 70% 69.30 30% - 0%

138 1+380 20.00 0.39 10.11 1.95 215.10 1.95 - - 150.57 70% 64.53 30% - 0%

140 1+400 20.00 0.69 15.08 5.40 251.90 5.40 - - 176.33 70% 75.57 30% - 0%

142 1+420 20.00 - 25.85 3.45 409.30 3.45 - - 286.51 70% 122.79 30% - 0%

144 1+440 20.00 0.14 17.51 0.70 433.60 0.70 - - 303.52 70% 130.08 30% - 0%

146 1+460 20.00 - 6.39 0.70 239.00 0.70 - - 167.30 70% 71.70 30% - 0%

148 1+480 20.00 1.05 2.70 10.50 90.90 10.50 - - 63.63 70% 27.27 30% - 0%

150 1+500 20.00 2.98 6.74 40.30 94.40 40.30 - - 66.08 70% 28.32 30% - 0%

152 1+520 20.00 - 1.88 29.80 86.20 29.80 - - 60.34 70% 25.86 30% - 0%

154 1+540 20.00 - 2.42 - 43.00 - - - 36.55 85% 4.30 10% 2.15 5%

156 1+560 20.00 - 44.73 - 471.50 - - - 400.78 85% 47.15 10% 23.58 5%

158 1+580 20.00 - 18.87 - 636.00 - - - 540.60 85% 63.60 10% 31.80 5%

160 1+600 20.00 0.68 9.25 3.40 281.20 3.40 - - 239.02 85% 28.12 10% 14.06 5%

162 1+620 20.00 9.17 1.01 49.25 102.60 49.25 - - 87.21 85% 10.26 10% 5.13 5%

164 1+640 20.00 4.70 1.31 69.35 23.20 69.35 - - 19.72 85% 2.32 10% 1.16 5%

166 1+660 20.00 8.23 2.15 129.30 34.60 129.30 - - 29.41 85% 3.46 10% 1.73 5%

ESTACA

DISTAN

CIA (m)

VOLUMEN TOTAL(m3)

VOLUMEN RELLENO(m3)

PROGRESIVA DE INICIO

Prestamo

Transportad

o

Page 9: 02 Metrado Explanaciones QUIJE

PARCIAL 2 376.65 20,587.00 376.65 - - 15,918.34 2,959.30 1,709.36

Page 10: 02 Metrado Explanaciones QUIJE

02.00.00 MOVIMIENTO DE TIERRAS

PROYECTO

TRAMO AREA (m2) VOLUMEN DE CORTE (m3)

RELLENO CORTE RELLENO CORTE Propio Material Suelto % Roca Suelta % Roca fija %

168 1+680 20.00 3.25 3.75 57.40 59.00 57.40 0.00 0.00 50.15 85% 5.90 10% 2.95 0.05

170 1+700 20.00 1.26 1.89 22.55 56.40 22.55 0.00 0.00 5.64 10% 5.64 10% 45.12 0.80

172 1+720 20.00 0.00 16.59 6.30 184.80 6.30 0.00 0.00 18.48 10% 18.48 10% 147.84 0.80

174 1+740 20.00 4.42 5.11 22.10 217.00 22.10 0.00 0.00 21.70 10% 21.70 10% 173.60 0.80

176 1+760 20.00 1.22 11.75 28.20 168.60 28.20 0.00 0.00 16.86 10% 16.86 10% 134.88 0.80

178 1+780 20.00 3.09 3.21 21.55 149.60 21.55 0.00 0.00 14.96 10% 14.96 10% 119.68 0.80

180 1+800 20.00 1.52 5.45 23.05 86.60 23.05 0.00 0.00 8.66 10% 8.66 10% 69.28 0.80

182 1+820 20.00 3.32 0.58 48.40 60.30 48.40 0.00 0.00 6.03 10% 6.03 10% 48.24 0.80

184 1+840 20.00 1.81 10.13 25.65 107.10 25.65 0.00 0.00 10.71 10% 10.71 10% 85.68 0.80

186 1+860 20.00 1.76 25.10 17.85 352.30 17.85 0.00 0.00 35.23 10% 35.23 10% 281.84 0.80

188 1+880 20.00 0.92 41.57 13.40 666.70 13.40 0.00 0.00 66.67 10% 66.67 10% 533.36 0.80

190 1+900 20.00 0.00 45.31 4.60 868.80 4.60 0.00 0.00 86.88 10% 86.88 10% 695.04 0.80

192 1+920 20.00 3.47 3.65 17.35 489.60 17.35 0.00 0.00 48.96 10% 48.96 10% 391.68 0.80

194 1+940 20.00 1.31 6.81 23.90 104.60 23.90 0.00 0.00 10.46 10% 10.46 10% 83.68 0.80

196 1+960 20.00 0.00 21.43 6.55 282.40 6.55 0.00 0.00 28.24 10% 28.24 10% 225.92 0.80

198 1+980 20.00 0.00 15.83 0.00 372.60 0.00 0.00 0.00 335.34 90% 37.26 10% 0.00 0.00

200 2+000 20.00 0.00 23.37 0.00 392.00 0.00 0.00 0.00 352.80 90% 39.20 10% 0.00 0.00

202 2+020 20.00 0.00 39.56 0.00 314.65 0.00 0.00 0.00 283.19 90% 31.47 10% 0.00 0.00

204 2+040 20.00 0.00 50.22 0.00 448.90 0.00 0.00 0.00 404.01 90% 44.89 10% 0.00 0.00

206 2+060 20.00 0.00 66.65 0.00 1,168.70 0.00 0.00 0.00 1,051.83 90% 116.87 10% 0.00 0.00

208 2+080 20.00 0.00 62.69 0.00 1,293.40 0.00 0.00 0.00 1,164.06 90% 129.34 10% 0.00 0.00

210 2+100 20.00 0.00 57.41 0.00 1,201.00 0.00 0.00 0.00 1,080.90 90% 120.10 10% 0.00 0.00

212 2+120 20.00 0.00 40.24 0.00 976.50 0.00 0.00 0.00 878.85 90% 97.65 10% 0.00 0.00

214 2+140 20.00 0.00 22.33 0.00 625.70 0.00 0.00 0.00 563.13 90% 62.57 10% 0.00 0.00

216 2+160 20.00 0.00 19.13 0.00 414.60 0.00 0.00 0.00 373.14 90% 41.46 10% 0.00 0.00

218 2+180 20.00 0.00 18.76 0.00 378.90 0.00 0.00 0.00 341.01 90% 37.89 10% 0.00 0.00

220 2+200 20.00 0.00 32.43 0.00 511.90 0.00 0.00 0.00 460.71 90% 51.19 10% 0.00 0.00

222 2+220 20.00 0.00 103.95 0.00 681.90 0.00 0.00 0.00 613.71 90% 68.19 10% 0.00 0.00

224 2+240 20.00 0.00 114.23 0.00 1,090.90 0.00 0.00 0.00 981.81 90% 109.09 10% 0.00 0.00

226 2+260 20.00 0.00 121.34 0.00 2,355.70 0.00 0.00 0.00 2,120.13 90% 235.57 10% 0.00 0.00

228 2+280 20.00 0.00 50.64 0.00 1,719.80 0.00 0.00 0.00 1,375.84 80% 343.96 20% 0.00 0.00

230 2+300 20.00 2.78 7.89 13.90 585.30 13.90 0.00 0.00 468.24 80% 117.06 20% 0.00 0.00

232 2+320 20.00 1.42 2.32 21.00 102.10 21.00 0.00 0.00 81.68 80% 20.42 20% 0.00 0.00

234 2+340 20.00 6.28 9.50 38.50 118.20 38.50 0.00 0.00 94.56 80% 23.64 20% 0.00 0.00

236 2+360 20.00 1.45 8.50 38.65 180.00 38.65 0.00 0.00 144.00 80% 36.00 20% 0.00 0.00

238 2+380 20.00 6.17 12.78 38.10 212.80 38.10 0.00 0.00 170.24 80% 42.56 20% 0.00 0.00

240 2+400 20.00 6.70 9.86 64.35 226.40 64.35 0.00 0.00 181.12 80% 45.28 20% 0.00 0.00

242 2+420 20.00 12.26 0.61 94.80 104.70 94.80 0.00 0.00 83.76 80% 20.94 20% 0.00 0.00

244 2+440 20.00 13.51 0.00 128.85 6.10 128.85 0.00 0.00 5.79 95% 0.31 5% 0.00 0.00

246 2+460 20.00 0.00 19.23 135.10 192.30 135.10 0.00 0.00 182.69 95% 9.62 5% 0.00 0.00

248 2+480 20.00 6.01 1.53 60.10 207.60 60.10 0.00 0.00 197.22 95% 10.38 5% 0.00 0.00

250 2+500 20.00 1.24 20.38 36.25 219.10 36.25 0.00 0.00 208.14 95% 10.96 5% 0.00 0.00

ESTACA

DISTAN

CIA (m)

VOLUMEN TOTAL(m3)

VOLUMEN RELLENO(m3)

PROGRESIVA DE INICIO

Prestamo

Transportad

o

Page 11: 02 Metrado Explanaciones QUIJE

PARCIAL 3 1,008.45 19,955.55 1,008.45 - - 14,627.53 2,289.23 3,038.79

Page 12: 02 Metrado Explanaciones QUIJE

02.00.00 MOVIMIENTO DE TIERRAS

PROYECTO

TRAMO AREA (m2) VOLUMEN DE CORTE (m3)

RELLENO CORTE RELLENO CORTE Propio Material Suelto % Roca Suelta % Roca fija %

252 2+520 20.00 0.00 8.31 6.20 286.90 6.20 0.00 0.00 272.55 95% 14.34 5% 0.00 0.00

254 2+540 20.00 6.15 0.00 61.50 83.10 61.50 0.00 0.00 78.95 95% 4.16 5% 0.00 0.00

256 2+560 20.00 10.36 0.00 165.10 0.00 165.10 0.00 0.00 0.00 95% 0.00 5% 0.00 0.00

258 2+580 20.00 7.95 0.00 183.10 0.00 183.10 0.00 0.00 0.00 95% 0.00 5% 0.00 0.00

260 2+600 20.00 0.00 4.34 79.50 43.40 79.50 0.00 0.00 41.23 95% 2.17 5% 0.00 0.00

262 2+620 20.00 0.00 18.75 0.00 230.90 0.00 0.00 0.00 219.36 95% 11.55 5% 0.00 0.00

264 2+640 20.00 0.00 10.33 0.00 290.80 0.00 0.00 0.00 276.26 95% 14.54 5% 0.00 0.00

266 2+660 20.00 0.00 16.14 0.00 264.70 0.00 0.00 0.00 251.46 95% 13.24 5% 0.00 0.00

268 2+680 20.00 0.00 34.30 0.00 504.40 0.00 0.00 0.00 479.18 95% 25.22 5% 0.00 0.00

270 2+700 20.00 0.00 36.70 0.00 710.00 0.00 0.00 0.00 568.00 80% 142.00 20% 0.00 0.00

272 2+720 20.00 0.00 27.47 0.00 641.70 0.00 0.00 0.00 513.36 80% 128.34 20% 0.00 0.00

274 2+740 20.00 0.00 32.19 0.00 596.60 0.00 0.00 0.00 477.28 80% 119.32 20% 0.00 0.00

276 2+760 20.00 0.00 52.87 0.00 850.60 0.00 0.00 0.00 680.48 80% 170.12 20% 0.00 0.00

278 2+780 20.00 0.00 50.28 0.00 1,031.50 0.00 0.00 0.00 825.20 80% 206.30 20% 0.00 0.00

280 2+800 20.00 0.00 61.52 0.00 1,118.00 0.00 0.00 0.00 894.40 80% 223.60 20% 0.00 0.00

282 2+820 20.00 0.00 77.16 0.00 1,386.80 0.00 0.00 0.00 1,109.44 80% 277.36 20% 0.00 0.00

284 2+840 20.00 0.00 61.96 0.00 1,391.20 0.00 0.00 0.00 1,112.96 80% 278.24 20% 0.00 0.00

286 2+860 20.00 0.60 0.48 3.00 624.40 3.00 0.00 0.00 499.52 80% 124.88 20% 0.00 0.00

288 2+880 20.00 0.00 139.92 3.00 1,404.00 3.00 0.00 0.00 1,123.20 80% 280.80 20% 0.00 0.00

290 2+900 20.00 0.00 95.34 0.00 2,352.60 0.00 0.00 0.00 1,882.08 80% 470.52 20% 0.00 0.00

292 2+920 20.00 0.00 83.70 0.00 1,790.40 0.00 0.00 0.00 1,432.32 80% 358.08 20% 0.00 0.00

294 2+940 20.00 0.00 85.13 0.00 1,688.30 0.00 0.00 0.00 1,350.64 80% 337.66 20% 0.00 0.00

296 2+960 20.00 0.00 162.38 0.00 2,475.10 0.00 0.00 0.00 1,980.08 80% 495.02 20% 0.00 0.00

298 2+980 20.00 0.00 122.60 0.00 2,849.80 0.00 0.00 0.00 2,707.31 95% 142.49 5% 0.00 0.00

300 3+000 20.00 0.00 158.45 0.00 2,810.50 0.00 0.00 0.00 2,669.97 95% 140.52 5% 0.00 0.00

302 3+020 20.00 0.00 146.10 0.00 3,045.50 0.00 0.00 0.00 2,893.22 95% 152.27 5% 0.00 0.00

304 3+040 20.00 0.00 136.44 0.00 2,825.40 0.00 0.00 0.00 2,684.13 95% 141.27 5% 0.00 0.00

306 3+060 20.00 0.00 125.87 0.00 2,623.10 0.00 0.00 0.00 2,491.94 95% 131.16 5% 0.00 0.00

308 3+080 20.00 0.00 108.96 0.00 2,348.30 0.00 0.00 0.00 2,230.88 95% 117.41 5% 0.00 0.00

310 3+100 20.00 0.00 123.45 0.00 2,324.10 0.00 0.00 0.00 2,207.90 95% 116.21 5% 0.00 0.00

312 3+120 20.00 0.00 120.57 0.00 2,440.20 0.00 0.00 0.00 2,318.19 95% 122.01 5% 0.00 0.00

314 3+140 20.00 0.00 108.39 0.00 2,289.60 0.00 0.00 0.00 2,175.12 95% 114.48 5% 0.00 0.00

316 3+160 20.00 0.00 111.90 0.00 2,202.90 0.00 0.00 0.00 2,092.76 95% 110.15 5% 0.00 0.00

318 3+180 20.00 0.00 86.18 0.00 1,980.80 0.00 0.00 0.00 1,881.76 95% 99.04 5% 0.00 0.00

320 3+200 20.00 0.00 118.93 0.00 2,051.10 0.00 0.00 0.00 1,948.55 95% 102.56 5% 0.00 0.00

322 3+220 20.00 0.00 117.91 0.00 2,368.40 0.00 0.00 0.00 2,249.98 95% 118.42 5% 0.00 0.00

324 3+240 20.00 0.00 73.44 0.00 1,913.50 0.00 0.00 0.00 1,817.82 95% 95.68 5% 0.00 0.00

326 3+260 20.00 0.00 42.08 0.00 1,155.20 0.00 0.00 0.00 1,097.44 95% 57.76 5% 0.00 0.00

328 3+280 20.00 0.00 24.16 0.00 662.40 0.00 0.00 0.00 629.28 95% 33.12 5% 0.00 0.00

330 3+300 20.00 0.00 32.01 0.00 561.70 0.00 0.00 0.00 533.62 95% 28.09 5% 0.00 0.00

332 3+320 20.00 0.00 53.03 0.00 850.40 0.00 0.00 0.00 807.88 95% 42.52 5% 0.00 0.00

334 3+340 20.00 0.00 34.30 0.00 873.30 0.00 0.00 0.00 829.63 95% 43.67 5% 0.00 0.00

ESTACA

DISTAN

CIA (m)

VOLUMEN TOTAL(m3)

VOLUMEN RELLENO(m3)

PROGRESIVA DE INICIO

Prestamo

Transportad

o

Page 13: 02 Metrado Explanaciones QUIJE

PARCIAL 4 501.40 57,941.60 501.40 - - 52,335.34 5,606.26 -

Page 14: 02 Metrado Explanaciones QUIJE

02.00.00 MOVIMIENTO DE TIERRAS

PROYECTO

TRAMO AREA (m2) VOLUMEN DE CORTE (m3)

RELLENO CORTE RELLENO CORTE Propio Material Suelto % Roca Suelta % Roca fija %

336 3+360 20.00 0.00 24.79 0.00 590.90 0.00 0.00 0.00 561.35 95% 29.55 5% 0.00 0.00

338 3+380 20.00 0.00 22.89 0.00 476.80 0.00 0.00 0.00 452.96 95% 23.84 5% 0.00 0.00

340 3+400 20.00 0.00 51.94 0.00 748.30 0.00 0.00 0.00 710.88 95% 37.42 5% 0.00 0.00

342 3+420 20.00 0.00 133.94 0.00 1,858.80 0.00 0.00 0.00 1,765.86 95% 92.94 5% 0.00 0.00

344 3+440 20.00 0.00 85.76 0.00 2,197.00 0.00 0.00 0.00 2,087.15 95% 109.85 5% 0.00 0.00

346 3+460 20.00 0.00 65.52 0.00 1,512.80 0.00 0.00 0.00 1,437.16 95% 75.64 5% 0.00 0.00

348 3+480 20.00 0.00 74.00 0.00 1,395.20 0.00 0.00 0.00 1,325.44 95% 69.76 5% 0.00 0.00

350 3+500 20.00 0.00 84.94 0.00 1,589.40 0.00 0.00 0.00 1,509.93 95% 79.47 5% 0.00 0.00

352 3+520 20.00 0.00 16.16 0.00 1,011.00 0.00 0.00 0.00 960.45 95% 50.55 5% 0.00 0.00

354 3+540 20.00 0.68 1.72 3.40 178.80 3.40 0.00 0.00 169.86 95% 8.94 5% 0.00 0.00

356 3+560 20.00 5.69 0.09 31.85 18.10 31.85 0.00 0.00 16.29 90% 1.81 10% 0.00 0.00

358 3+580 20.00 0.00 9.98 28.45 100.70 28.45 0.00 0.00 90.63 90% 10.07 10% 0.00 0.00

360 3+600 20.00 0.00 24.09 0.00 340.70 0.00 0.00 0.00 306.63 90% 34.07 10% 0.00 0.00

362 3+620 20.00 0.00 12.48 0.00 365.70 0.00 0.00 0.00 365.70 100% 0.00 0% 0.00 0.00

364 3+640 20.00 0.00 25.53 0.00 380.10 0.00 0.00 0.00 380.10 100% 0.00 0% 0.00 0.00

366 3+660 20.00 0.00 26.05 0.00 515.80 0.00 0.00 0.00 515.80 100% 0.00 0% 0.00 0.00

368 3+680 20.00 0.00 33.46 0.00 595.10 0.00 0.00 0.00 595.10 100% 0.00 0% 0.00 0.00

370 3+700 20.00 0.00 34.07 0.00 675.30 0.00 0.00 0.00 675.30 100% 0.00 0% 0.00 0.00

372 3+720 20.00 0.00 29.04 0.00 631.10 0.00 0.00 0.00 631.10 100% 0.00 0% 0.00 0.00

374 3+740 20.00 0.00 20.56 0.00 496.00 0.00 0.00 0.00 496.00 100% 0.00 0% 0.00 0.00

376 3+760 20.00 0.00 25.09 0.00 456.50 0.00 0.00 0.00 456.50 100% 0.00 0% 0.00 0.00

378 3+780 20.00 0.00 30.54 0.00 556.30 0.00 0.00 0.00 500.67 90% 55.63 10% 0.00 0.00

380 3+800 20.00 0.00 15.98 0.00 465.20 0.00 0.00 0.00 418.68 90% 46.52 10% 0.00 0.00

382 3+820 20.00 0.00 25.21 0.00 411.90 0.00 0.00 0.00 370.71 90% 41.19 10% 0.00 0.00

384 3+840 20.00 0.00 15.63 0.00 408.40 0.00 0.00 0.00 367.56 90% 40.84 10% 0.00 0.00

386 3+860 20.00 0.00 11.21 0.00 268.40 0.00 0.00 0.00 241.56 90% 26.84 10% 0.00 0.00

388 3+880 20.00 0.66 5.90 3.30 171.10 3.30 0.00 0.00 153.99 90% 17.11 10% 0.00 0.00

390 3+900 20.00 5.78 1.36 32.20 72.60 32.20 0.00 0.00 65.34 90% 7.26 10% 0.00 0.00

392 3+920 20.00 0.00 21.58 28.90 229.40 28.90 0.00 0.00 206.46 90% 22.94 10% 0.00 0.00

394 3+940 20.00 0.00 61.23 0.00 828.10 0.00 0.00 0.00 745.29 90% 82.81 10% 0.00 0.00

396 3+960 20.00 0.00 32.85 0.00 940.80 0.00 0.00 0.00 846.72 90% 94.08 10% 0.00 0.00

398 3+980 20.00 0.00 19.26 0.00 521.10 0.00 0.00 0.00 468.99 90% 52.11 10% 0.00 0.00

400 4+000 20.00 0.00 15.14 0.00 344.00 0.00 0.00 0.00 309.60 90% 34.40 10% 0.00 0.00

402 4+020 20.00 0.00 6.94 0.00 220.80 0.00 0.00 0.00 198.72 90% 22.08 10% 0.00 0.00

404 4+040 20.00 0.84 1.86 4.20 88.00 4.20 0.00 0.00 79.20 90% 8.80 10% 0.00 0.00

406 4+060 20.00 0.00 60.06 4.20 619.20 4.20 0.00 0.00 557.28 90% 61.92 10% 0.00 0.00

408 4+080 20.00 0.00 29.82 0.00 898.80 0.00 0.00 0.00 808.92 90% 89.88 10% 0.00 0.00

410 4+100 20.00 0.00 24.52 0.00 543.40 0.00 0.00 0.00 489.06 90% 54.34 10% 0.00 0.00

412 4+120 20.00 0.00 11.42 0.00 359.40 0.00 0.00 0.00 323.46 90% 35.94 10% 0.00 0.00

414 4+140 20.00 0.00 1.93 0.00 133.50 0.00 0.00 0.00 133.50 100% 0.00 0% 0.00 0.00

416 4+160 20.00 0.00 17.77 0.00 197.00 0.00 0.00 0.00 197.00 100% 0.00 0% 0.00 0.00

418 4+180 20.00 0.00 21.77 0.00 395.40 0.00 0.00 0.00 395.40 100% 0.00 0% 0.00 0.00

ESTACA

DISTAN

CIA (m)

VOLUMEN TOTAL(m3)

VOLUMEN RELLENO(m3)

PROGRESIVA DE INICIO

Prestamo

Transportad

o

Page 15: 02 Metrado Explanaciones QUIJE

PARCIAL 5 136.50 24,806.90 136.50 - - 23,388.31 1,418.59 -

Page 16: 02 Metrado Explanaciones QUIJE

02.00.00 MOVIMIENTO DE TIERRAS### ###PROYECTO

TRAMO AREA (m2) VOLUMEN DE CORTE (m3)

RELLENO CORTE RELLENO CORTE Propio Material Suelto % Roca Suelta % Roca fija %

420 4+200 20.00 0.00 12.31 0.00 340.80 0.00 0.00 0.00 340.80 100% 0.00 0% 0.00 0.00

422 4+220 20.00 0.00 17.08 0.00 293.90 0.00 0.00 0.00 293.90 100% 0.00 0% 0.00 0.00

424 4+240 20.00 0.00 29.45 0.00 465.30 0.00 0.00 0.00 465.30 100% 0.00 0% 0.00 0.00

426 4+260 20.00 0.00 32.43 0.00 618.80 0.00 0.00 0.00 495.04 80% 123.76 20% 0.00 0.00

428 4+280 20.00 0.00 27.57 0.00 600.00 0.00 0.00 0.00 480.00 80% 120.00 20% 0.00 0.00

430 4+300 20.00 0.12 11.42 0.60 389.90 0.60 0.00 0.00 311.92 80% 77.98 20% 0.00 0.00

432 4+320 20.00 0.25 11.68 1.85 231.00 1.85 0.00 0.00 184.80 80% 46.20 20% 0.00 0.00

434 4+340 20.00 1.21 6.45 7.30 181.30 7.30 0.00 0.00 145.04 80% 36.26 20% 0.00 0.00

436 4+360 20.00 0.00 67.87 6.05 743.20 6.05 0.00 0.00 148.64 20% 222.96 30% 371.60 0.50

438 4+380 20.00 0.00 92.78 0.00 1,606.50 0.00 0.00 0.00 321.30 20% 481.95 30% 803.25 0.50

440 4+400 20.00 0.00 24.76 0.00 1,175.40 0.00 0.00 0.00 235.08 20% 352.62 30% 587.70 0.50

442 4+420 20.00 1.99 6.80 9.95 315.60 9.95 0.00 0.00 63.12 20% 94.68 30% 157.80 0.50

444 4+440 20.00 0.23 7.35 11.10 141.50 11.10 0.00 0.00 28.30 20% 42.45 30% 70.75 0.50

446 4+460 20.00 1.22 6.53 7.25 138.80 7.25 0.00 0.00 27.76 20% 41.64 30% 69.40 0.50

448 4+480 20.00 0.00 14.17 6.10 207.00 6.10 0.00 0.00 41.40 20% 62.10 30% 103.50 0.50

450 4+500 20.00 3.10 16.73 15.50 309.00 15.50 0.00 0.00 61.80 20% 92.70 30% 154.50 0.50

452 4+520 20.00 3.87 5.05 34.85 217.80 34.85 0.00 0.00 43.56 20% 65.34 30% 108.90 0.50

454 4+540 20.00 3.44 12.22 36.55 172.70 36.55 0.00 0.00 34.54 20% 51.81 30% 86.35 0.50

456 4+560 20.00 0.87 8.99 21.55 212.10 21.55 0.00 0.00 42.42 20% 63.63 30% 106.05 0.50

458 4+580 20.00 0.79 8.10 8.30 170.90 8.30 0.00 0.00 153.81 90% 17.09 10% 0.00 0.00

460 4+600 20.00 4.48 5.51 26.35 136.10 26.35 0.00 0.00 122.49 90% 13.61 10% 0.00 0.00

462 4+620 20.00 2.65 6.39 35.65 119.00 35.65 0.00 0.00 23.80 20% 35.70 30% 59.50 0.50

464 4+640 20.00 7.10 3.52 48.75 99.10 48.75 0.00 0.00 19.82 20% 29.73 30% 49.55 0.50

466 4+660 20.00 0.51 5.78 38.05 93.00 38.05 0.00 0.00 18.60 20% 27.90 30% 46.50 0.50

468 4+680 20.00 0.00 91.32 2.55 971.00 2.55 0.00 0.00 194.20 20% 291.30 30% 485.50 0.50

470 4+700 20.00 0.00 97.47 0.00 1,887.90 0.00 0.00 0.00 377.58 20% 566.37 30% 943.95 0.50

472 4+720 20.00 0.00 76.06 0.00 1,735.30 0.00 0.00 0.00 347.06 20% 520.59 30% 867.65 0.50

474 4+740 20.00 0.00 67.98 0.00 1,440.40 0.00 0.00 0.00 288.08 20% 432.12 30% 720.20 0.50

476 4+760 20.00 0.00 49.52 0.00 1,175.00 0.00 0.00 0.00 235.00 20% 352.50 30% 587.50 0.50

478 4+780 20.00 0.00 45.86 0.00 953.80 0.00 0.00 0.00 190.76 20% 286.14 30% 476.90 0.50

480 4+800 20.00 0.00 55.07 0.00 1,009.30 0.00 0.00 0.00 201.86 20% 302.79 30% 504.65 0.50

482 4+820 20.00 0.00 88.89 0.00 1,439.60 0.00 0.00 0.00 287.92 20% 431.88 30% 719.80 0.50

484 4+840 20.00 0.00 82.76 0.00 1,716.50 0.00 0.00 0.00 343.30 20% 514.95 30% 858.25 0.50

486 4+860 20.00 5.08 4.29 25.40 870.50 25.40 0.00 0.00 174.10 20% 261.15 30% 435.25 0.50

488 4+880 20.00 0.00 47.27 25.40 515.60 25.40 0.00 0.00 103.12 20% 154.68 30% 257.80 0.50

490 4+900 20.00 0.00 35.00 0.00 822.70 0.00 0.00 0.00 575.89 70% 164.54 20% 82.27 0.10

492 4+920 20.00 0.00 56.00 0.00 910.00 0.00 0.00 0.00 637.00 70% 182.00 20% 91.00 0.10

494 4+940 20.00 0.00 68.74 0.00 1,247.40 0.00 0.00 0.00 873.18 70% 249.48 20% 124.74 0.10

496 4+960 20.00 0.00 87.00 0.00 1,557.40 0.00 0.00 0.00 1,479.53 95% 77.87 5% 0.00 0.00

498 4+980 20.00 0.00 65.83 0.00 1,528.30 0.00 0.00 0.00 1,451.88 95% 76.41 5% 0.00 0.00

500 5+000 20.00 7.27 7.78 36.35 736.10 36.35 0.00 0.00 699.30 95% 36.81 5% 0.00 0.00

502 5+020 20.00 0.00 54.01 36.35 617.90 36.35 0.00 0.00 494.32 80% 123.58 20% 0.00 0.00

ESTACA

DISTAN

CIA (m)

VOLUMEN TOTAL(m3)

VOLUMEN RELLENO(m3)

PROGRESIVA DE INICIO

Prestamo

Transportad

o

Page 17: 02 Metrado Explanaciones QUIJE

PARCIAL 6 441.80 30,113.40 441.80 - - 13,057.32 7,125.27 9,930.81

Page 18: 02 Metrado Explanaciones QUIJE

PROYECTO

PROYECTO

TRAMO AREA (m2) VOLUMEN DE CORTE (m3)

RELLENO CORTE RELLENO CORTE Propio Material Suelto % Roca Suelta % Roca fija %

504 5+040 20.00 0.00 68.77 0.00 1,227.80 0.00 0.00 0.00 982.24 80% 245.56 20% 0.00 0.00

506 5+060 20.00 0.00 76.56 0.00 1,453.30 0.00 0.00 0.00 1,162.64 80% 290.66 20% 0.00 0.00

508 5+080 20.00 0.00 74.30 0.00 1,508.60 0.00 0.00 0.00 1,206.88 80% 301.72 20% 0.00 0.00

510 5+100 20.00 0.00 77.30 0.00 1,516.00 0.00 0.00 0.00 1,212.80 80% 303.20 20% 0.00 0.00

512 5+120 20.00 0.00 63.86 0.00 1,411.60 0.00 0.00 0.00 1,129.28 80% 282.32 20% 0.00 0.00

514 5+140 20.00 1.92 7.17 9.60 355.15 9.60 0.00 0.00 284.12 80% 71.03 20% 0.00 0.00

516 5+160 20.00 0.00 60.07 19.20 336.20 19.20 0.00 0.00 268.96 80% 67.24 20% 0.00 0.00

518 5+180 20.00 1.42 5.51 7.10 655.80 7.10 0.00 0.00 623.01 95% 32.79 5% 0.00 0.00

520 5+200 20.00 0.00 58.43 7.10 639.40 7.10 0.00 0.00 607.43 95% 31.97 5% 0.00 0.00

522 5+220 20.00 0.00 35.78 0.00 942.10 0.00 0.00 0.00 895.00 95% 47.11 5% 0.00 0.00

524 5+240 20.00 0.00 120.37 0.00 1,561.50 0.00 0.00 0.00 1,483.43 95% 78.08 5% 0.00 0.00

526 5+260 20.00 0.00 76.21 0.00 1,965.80 0.00 0.00 0.00 1,867.51 95% 98.29 5% 0.00 0.00

528 5+280 20.00 0.13 20.47 1.30 966.80 1.30 0.00 0.00 918.46 95% 48.34 5% 0.00 0.00

530 5+300 20.00 0.00 38.79 0.65 592.60 0.65 0.00 0.00 562.97 95% 29.63 5% 0.00 0.00

532 5+320 20.00 0.00 36.29 0.00 750.80 0.00 0.00 0.00 713.26 95% 37.54 5% 0.00 0.00

534 5+340 20.00 0.00 54.30 0.00 905.90 0.00 0.00 0.00 860.61 95% 45.30 5% 0.00 0.00

536 5+360 20.00 0.00 38.72 0.00 930.20 0.00 0.00 0.00 883.69 95% 46.51 5% 0.00 0.00

538 5+380 20.00 0.00 25.78 0.00 645.00 0.00 0.00 0.00 612.75 95% 32.25 5% 0.00 0.00

540 5+400 20.00 0.00 23.21 0.00 489.90 0.00 0.00 0.00 465.41 95% 24.50 5% 0.00 0.00

542 5+420 20.00 2.12 5.48 10.60 286.90 10.60 0.00 0.00 272.56 95% 14.35 5% 0.00 0.00

544 5+440 20.00 0.22 14.45 11.70 199.30 11.70 0.00 0.00 189.34 95% 9.97 5% 0.00 0.00

546 5+460 20.00 0.00 25.36 1.10 398.10 1.10 0.00 0.00 378.20 95% 19.91 5% 0.00 0.00

548 5+480 20.00 0.00 24.22 0.00 495.80 0.00 0.00 0.00 471.01 95% 24.79 5% 0.00 0.00

550 5+500 20.00 0.00 37.10 0.00 613.20 0.00 0.00 0.00 582.54 95% 30.66 5% 0.00 0.00

552 5+520 20.00 0.00 33.99 0.00 710.90 0.00 0.00 0.00 675.36 95% 35.55 5% 0.00 0.00

554 5+540 20.00 0.00 23.54 0.00 575.30 0.00 0.00 0.00 546.54 95% 28.77 5% 0.00 0.00

556 5+560 20.00 0.00 23.96 0.00 475.00 0.00 0.00 0.00 380.00 80% 95.00 20% 0.00 0.00

558 5+580 20.00 0.00 18.24 0.00 422.00 0.00 0.00 0.00 337.60 80% 84.40 20% 0.00 0.00

560 5+600 20.00 0.50 9.94 2.50 281.80 2.50 0.00 0.00 225.44 80% 56.36 20% 0.00 0.00

562 5+620 20.00 5.80 1.58 31.50 115.20 31.50 0.00 0.00 92.16 80% 23.04 20% 0.00 0.00

564 5+640 20.00 0.00 44.84 29.00 464.20 29.00 0.00 0.00 371.36 80% 92.84 20% 0.00 0.00

566 5+660 20.00 0.00 106.32 0.00 1,511.60 0.00 0.00 0.00 1,209.28 80% 302.32 20% 0.00 0.00

568 5+680 20.00 0.00 81.25 0.00 1,875.70 0.00 0.00 0.00 1,500.56 80% 375.14 20% 0.00 0.00

570 5+700 20.00 0.00 51.89 0.00 1,331.40 0.00 0.00 0.00 1,065.12 80% 266.28 20% 0.00 0.00

572 5+720 20.00 0.00 42.05 0.00 939.40 0.00 0.00 0.00 751.52 80% 187.88 20% 0.00 0.00

574 5+740 20.00 0.00 30.02 0.00 720.70 0.00 0.00 0.00 576.56 80% 144.14 20% 0.00 0.00

576 5+760 20.00 0.06 15.07 0.30 450.90 0.30 0.00 0.00 360.72 80% 90.18 20% 0.00 0.00

578 5+780 20.00 0.07 15.64 0.65 307.10 0.65 0.00 0.00 245.68 80% 61.42 20% 0.00 0.00

580 5+800 20.00 1.54 13.89 8.05 295.30 8.05 0.00 0.00 236.24 80% 59.06 20% 0.00 0.00

582 5+820 20.00 0.51 17.20 10.25 310.90 10.25 0.00 0.00 248.72 80% 62.18 20% 0.00 0.00

584 5+840 20.00 1.02 15.34 7.65 325.40 7.65 0.00 0.00 260.32 80% 65.08 20% 0.00 0.00

586 5+860 20.00 0.00 25.78 5.10 411.20 5.10 0.00 0.00 328.96 80% 82.24 20% 0.00 0.00

ESTACA

DISTAN

CIA (m)

VOLUMEN TOTAL(m3)

VOLUMEN RELLENO(m3)

PROGRESIVA DE INICIO

Prestamo

Transportad

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PARCIAL 7 163.35 32,371.75 163.35 - - 28,046.20 4,325.56 -

Page 20: 02 Metrado Explanaciones QUIJE

PROYECTO

PROYECTO

TRAMO AREA (m2) VOLUMEN DE CORTE (m3)

RELLENO CORTE RELLENO CORTE Propio Material Suelto % Roca Suelta % Roca fija %

588 5+880 20.00 0.00 28.22 0.00 540.00 0.00 0.00 0.00 432.00 80% 108.00 20% 0.00 0.00

590 5+900 20.00 0.29 16.55 1.45 447.70 1.45 0.00 0.00 358.16 80% 89.54 20% 0.00 0.00

592 5+920 20.00 6.41 4.94 33.50 214.90 33.50 0.00 0.00 171.92 80% 42.98 20% 0.00 0.00

594 5+940 20.00 0.03 22.59 64.40 275.30 64.40 0.00 0.00 220.24 80% 55.06 20% 0.00 0.00

596 5+960 20.00 2.14 11.71 10.85 343.00 10.85 0.00 0.00 171.50 50% 171.50 50% 0.00 0.00

598 5+980 20.00 0.00 30.19 10.70 419.00 10.70 0.00 0.00 209.50 50% 209.50 50% 0.00 0.00

600 6+000 20.00 0.00 26.63 0.00 568.20 0.00 0.00 0.00 284.10 50% 284.10 50% 0.00 0.00

602 6+020 20.00 0.00 34.31 0.00 609.40 0.00 0.00 0.00 182.82 30% 182.82 30% 243.76 0.40

604 6+040 20.00 0.07 15.37 0.35 496.80 0.35 0.00 0.00 149.04 30% 149.04 30% 198.72 0.40

606 6+060 20.00 5.34 4.31 27.05 196.80 27.05 0.00 0.00 59.04 30% 59.04 30% 78.72 0.40

608 6+080 20.00 1.81 6.63 35.75 109.40 35.75 0.00 0.00 32.82 30% 32.82 30% 43.76 0.40

610 6+100 20.00 0.01 13.00 9.10 196.30 9.10 0.00 0.00 58.89 30% 58.89 30% 78.52 0.40

612 6+120 20.00 0.00 17.80 0.05 308.00 0.05 0.00 0.00 92.40 30% 92.40 30% 123.20 0.40

614 6+140 20.00 0.00 15.26 0.00 330.60 0.00 0.00 0.00 99.18 30% 99.18 30% 132.24 0.40

616 6+160 20.00 0.00 19.24 0.00 345.00 0.00 0.00 0.00 103.50 30% 103.50 30% 138.00 0.40

618 6+180 20.00 0.20 11.07 1.00 303.10 1.00 0.00 0.00 90.93 30% 90.93 30% 121.24 0.40

620 6+200 20.00 0.00 19.31 1.00 303.80 1.00 0.00 0.00 91.14 30% 91.14 30% 121.52 0.40

622 6+220 20.00 0.00 19.59 0.00 389.00 0.00 0.00 0.00 311.20 80% 77.80 20% 0.00 0.00

624 6+240 20.00 0.20 12.90 1.00 324.90 1.00 0.00 0.00 259.92 80% 64.98 20% 0.00 0.00

626 6+260 20.00 0.00 20.12 1.00 330.20 1.00 0.00 0.00 264.16 80% 66.04 20% 0.00 0.00

628 6+280 20.00 0.00 20.86 0.00 409.80 0.00 0.00 0.00 327.84 80% 81.96 20% 0.00 0.00

630 6+300 20.00 0.00 101.81 0.00 1,226.70 0.00 0.00 0.00 981.36 80% 245.34 20% 0.00 0.00

632 6+320 20.00 0.00 178.47 0.00 2,802.80 0.00 0.00 0.00 2,242.24 80% 560.56 20% 0.00 0.00

634 6+340 20.00 0.00 101.55 0.00 2,800.20 0.00 0.00 0.00 2,240.16 80% 560.04 20% 0.00 0.00

636 6+360 20.00 0.00 32.05 0.00 1,336.00 0.00 0.00 0.00 1,068.80 80% 267.20 20% 0.00 0.00

638 6+380 20.00 0.55 11.67 2.75 437.20 2.75 0.00 0.00 349.76 80% 87.44 20% 0.00 0.00

640 6+400 20.00 3.40 3.82 19.75 154.90 19.75 0.00 0.00 123.92 80% 30.98 20% 0.00 0.00

PARCIAL 8 219.70 16,219.00 219.70 - - 10,976.54 3,962.78 1,279.68

ESTACA

DISTAN

CIA (m)

VOLUMEN TOTAL(m3)

VOLUMEN RELLENO(m3)

PROGRESIVA DE INICIO

Prestamo

Transportad

o

Page 21: 02 Metrado Explanaciones QUIJE

02.00.00 MOVIMIENTO DE TIERRAS

PROYECTO

TRAMO AREA (m2) VOLUMEN DE CORTE (m3)

RELLENO CORTE RELLENO CORTE Propio Material Suelto % Roca Suelta % Roca fija %

PARCIAL 1 1,513.05 7,039.90 1,513.05 - - 5,209.00 - 1,745.32 0% 85.58 -

PARCIAL 2 376.65 20,587.00 376.65 - - 15,918.34 - 2,959.30 0% 1,709.36 -

PARCIAL 3 1,008.45 19,955.55 1,008.45 - - 14,627.53 - 2,289.23 0% 3,038.79 -

PARCIAL 4 501.40 57,941.60 501.40 - - 52,335.34 - 5,606.26 0% - -

PARCIAL 5 136.50 24,806.90 136.50 - - 23,388.31 - 1,418.59 0% - -

PARCIAL 6 441.80 30,113.40 441.80 - - 13,057.32 - 7,125.27 0% 9,930.81 -

PARCIAL 7 163.35 32,371.75 163.35 - - 28,046.20 - 4,325.56 0% - -

PARCIAL 8 219.70 16,219.00 219.70 - - 10,976.54 - 3,962.78 0% 1,279.68 -

TOTAL 4,360.90 209,035.10 4,360.90 - - 163,558.57 - 29,432.31 0% 16,044.23 -

02.01.00 Corte en Material Suelto (R=460 m3/dia) 163,558.57 m3

02.02.00 Corte en roca suelta 29,432.31 m3

02.03.00 Corte en Roca Fija (R=160 m3/dia) 16,044.23 m3

02.04.00 Conformación de Terraplenes (R=780 m3/dia) 4,360.90 m3

ESTACA

DISTAN

CIA (m)

VOLUMEN TOTAL(m3)

VOLUMEN RELLENO(m3)

PROGRESIVA DE INICIO

Prestamo

Transportad

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03.00.00 EXPLANACIONES-00

PROYECTO : CONSTRUCCION DE LA

TRAMO AREA (m2) VOLUMEN DE CORTE (m3)

Relleno Corte Relleno Corte Propio % % Roca fija

0 0+000 ### - 1.80 - 9.00 - 9.00 100% - 0% - 2 0+020 ### - 5.20 - 70.00 - 70.00 100% - 0% - 4 0+040 ### - 8.23 - 134.30 - 134.30 100% - 0% - 6 0+060 ### 1.10 4.01 5.50 122.40 5.50 122.40 100% - 0% - 8 0+080 ### - 16.60 5.50 206.10 5.50 206.10 100% - 0% - 10 0+100 ### 1.92 3.34 9.60 199.40 9.60 199.40 100% - 0% - 12 0+120 ### 2.41 10.48 43.30 138.20 43.30 138.20 100% - 0% - 14 0+140 ### - 14.44 24.10 249.20 24.10 249.20 100% - 0% - 16 0+160 ### - 29.92 - 443.60 - 266.16 60% 133.08 30% 44.36 18 0+180 ### 0.94 3.88 9.40 338.00 9.40 202.80 60% 101.40 30% 33.80 20 0+200 ### 2.31 3.54 16.25 74.20 16.25 44.52 60% 22.26 30% 7.42 22 0+220 ### 1.11 7.38 17.10 109.20 17.10 98.28 90% 10.92 10% - 24 0+240 ### 1.19 1.76 11.50 91.40 11.50 82.26 90% 9.14 10% - 26 0+260 ### 0.28 6.98 7.35 87.40 7.35 52.44 60% 34.96 40% - 28 0+280 ### 3.88 4.21 20.80 111.90 20.80 67.14 60% 44.76 40% - 30 0+300 ### 3.20 9.15 35.40 133.60 35.40 80.16 60% 53.44 40% - 32 0+320 ### 3.53 3.79 33.65 129.40 33.65 77.64 60% 51.76 40% - 34 0+340 ### 5.07 3.54 43.00 73.30 43.00 43.98 60% 29.32 40% - 36 0+360 ### 2.85 1.71 39.60 52.50 39.60 31.50 60% 21.00 40% - 38 0+380 ### 1.04 18.87 19.45 205.80 19.45 123.48 60% 82.32 40% - 40 0+400 ### - 4.85 5.20 237.20 5.20 142.32 60% 94.88 40% - 42 0+420 ### - 27.84 - 326.90 - 196.14 60% 130.76 40% - 44 0+440 ### 0.84 18.91 8.40 233.75 8.40 140.25 60% 93.50 40% - 46 0+460 ### 6.38 0.22 72.20 95.65 72.20 57.39 60% 38.26 40% - 48 0+480 ### 5.51 3.43 118.90 36.50 118.90 21.90 60% 14.60 40% - 50 0+500 ### 8.61 13.77 141.20 172.00 141.20 103.20 60% 68.80 40% - 52 0+520 ### 4.47 9.37 130.80 231.40 130.80 138.84 60% 92.56 40% - 54 0+540 ### 1.33 5.41 58.00 147.80 58.00 88.68 60% 59.12 40% - 56 0+560 ### - 9.53 6.65 149.40 6.65 89.64 60% 59.76 40% - 58 0+580 ### 2.23 1.82 11.15 113.50 11.15 68.10 60% 45.40 40% - 60 0+600 ### 5.07 0.00 36.50 18.20 36.50 10.92 60% 7.28 40% - 62 0+620 ### 2.17 2.47 36.20 24.70 36.20 14.82 60% 9.88 40% - 64 0+640 ### 15.51 0.00 88.40 24.70 88.40 22.23 90% 2.47 10% - 66 0+660 ### 3.68 8.67 95.95 86.70 95.95 78.03 90% 8.67 10% - 68 0+680 ### - 40.46 18.40 491.30 18.40 442.17 90% 49.13 10% - 70 0+700 ### 3.14 22.29 15.70 627.50 15.70 564.75 90% 62.75 10% - 72 0+720 ### 3.50 23.75 33.20 460.40 33.20 322.28 70% 138.12 30% - 74 0+740 ### 8.34 6.07 118.40 298.20 118.40 208.74 70% 89.46 30% - 76 0+760 ### 4.37 4.08 127.10 101.50 127.10 71.05 70% 30.45 30% - 78 0+780 ### 0.98 5.97 26.75 100.50 26.75 70.35 70% 30.15 30% - 80 0+800 ### 0.35 0.87 6.65 68.40 6.65 47.88 70% 20.52 30% - 82 0+820 ### 2.81 0.61 15.80 14.80 15.80 10.36 70% 4.44 30% - 84 0+840 ### - 12.29 14.05 129.00 14.05 90.30 70% 38.70 30% -

ESTACA

DISTANCIA (m)

VOLUMEN TOTAL(m3)

VOLUMEN RELLENO(m3)

PROGRESIVA DE INICIO

Prestamo

Transporta

doMaterial Suelto

Roca Suelta

Page 23: 02 Metrado Explanaciones QUIJE

03.00.00 EXPLANACIONES-00

PROYECTO : CONSTRUCCION DE LA

TRAMO AREA (m2) VOLUMEN DE CORTE (m3)

Relleno Corte Relleno Corte Propio % % Roca fijaESTACA

DISTANCIA (m)

VOLUMEN TOTAL(m3)

VOLUMEN RELLENO(m3)

PROGRESIVA DE INICIO

Prestamo

Transporta

doMaterial Suelto

Roca Suelta

86 0+860 ### - 27.88 - 401.70 - 361.53 90% 40.17 10% - 88 0+880 ### - 20.19 - 480.70 - 432.63 90% 48.07 10% - 90 0+900 ### - 23.13 - 433.20 - 389.88 90% 43.32 10% - 92 0+920 ### 1.85 8.00 9.25 311.30 9.25 280.17 90% 31.13 10% - 94 0+940 ### - 58.46 9.25 664.60 9.25 598.14 90% 66.46 10% - 96 0+960 ### - 148.31 - 2,067.70 - 1,860.93 90% 206.77 10% - 98 0+980 ### - 126.10 - 2,744.10 - 2,469.69 90% 274.41 10% -

100 1+000 ### - 68.88 - 974.90 - 877.41 90% 97.49 10% - 102 1+020 ### - 55.74 - 623.10 - 560.79 90% 62.31 10% - 104 1+040 ### - 39.25 - 949.90 - 854.91 90% 94.99 10% - 106 1+060 ### - 20.01 - 592.60 - 533.34 90% 59.26 10% - 108 1+080 ### - 13.75 - 337.60 - 303.84 90% 33.76 10% - 110 1+100 ### - 21.73 - 354.80 - 319.32 90% 35.48 10% - 112 1+120 ### - 45.33 - 670.60 - 603.54 90% 67.06 10% - 114 1+140 ### - 39.46 - 847.90 - 763.11 90% 84.79 10% - 116 1+160 ### - 36.56 - 760.20 - 304.08 40% 152.04 20% 304.08 118 1+180 ### - 33.14 - 697.00 - 278.80 40% 139.40 20% 278.80 120 1+200 ### - 23.87 - 570.10 - 228.04 40% 114.02 20% 228.04 122 1+220 ### - 26.52 - 503.90 - 201.56 40% 100.78 20% 201.56 124 1+240 ### - 30.68 - 572.00 - 228.80 40% 114.40 20% 228.80 126 1+260 ### - 7.88 - 385.60 - 154.24 40% 77.12 20% 154.24 128 1+280 ### - 20.70 - 285.80 - 114.32 40% 57.16 20% 114.32 130 1+300 ### - 9.28 - 299.80 - 119.92 40% 59.96 20% 119.92 132 1+320 ### - 3.78 - 130.60 - 91.42 70% 39.18 30% - 134 1+340 ### - 11.70 - 154.80 - 108.36 70% 46.44 30% - 136 1+360 ### - 11.40 - 231.00 - 161.70 70% 69.30 30% - 138 1+380 ### 0.39 10.11 1.95 215.10 1.95 150.57 70% 64.53 30% - 140 1+400 ### 0.69 15.08 5.40 251.90 5.40 176.33 70% 75.57 30% - 142 1+420 ### - 25.85 3.45 409.30 3.45 286.51 70% 122.79 30% - 144 1+440 ### 0.14 17.51 0.70 433.60 0.70 303.52 70% 130.08 30% - 146 1+460 ### - 6.39 0.70 239.00 0.70 167.30 70% 71.70 30% - 148 1+480 ### 1.05 2.70 10.50 90.90 10.50 63.63 70% 27.27 30% - 150 1+500 ### 2.98 6.74 40.30 94.40 40.30 66.08 70% 28.32 30% - 152 1+520 ### - 1.88 29.80 86.20 29.80 60.34 70% 25.86 30% - 154 1+540 ### - 2.42 - 43.00 - 36.55 85% 4.30 10% 2.15 156 1+560 ### - 44.73 - 471.50 - 400.78 85% 47.15 10% 23.58 158 1+580 ### - 18.87 - 636.00 - 540.60 85% 63.60 10% 31.80 160 1+600 ### 0.68 9.25 3.40 281.20 3.40 239.02 85% 28.12 10% 14.06 162 1+620 ### 9.17 1.01 49.25 102.60 49.25 87.21 85% 10.26 10% 5.13 164 1+640 ### 4.70 1.31 69.35 23.20 69.35 19.72 85% 2.32 10% 1.16 166 1+660 ### 8.23 2.15 129.30 34.60 129.30 29.41 85% 3.46 10% 1.73 168 1+680 ### 3.25 3.75 57.40 59.00 57.40 50.15 85% 5.90 10% 2.95 170 1+700 ### 1.26 1.89 22.55 56.40 22.55 5.64 10% 5.64 10% 45.12

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03.00.00 EXPLANACIONES-00

PROYECTO : CONSTRUCCION DE LA

TRAMO AREA (m2) VOLUMEN DE CORTE (m3)

Relleno Corte Relleno Corte Propio % % Roca fijaESTACA

DISTANCIA (m)

VOLUMEN TOTAL(m3)

VOLUMEN RELLENO(m3)

PROGRESIVA DE INICIO

Prestamo

Transporta

doMaterial Suelto

Roca Suelta

172 1+720 ### - 16.59 6.30 184.80 6.30 18.48 10% 18.48 10% 147.84 174 1+740 ### 4.42 5.11 22.10 217.00 22.10 21.70 10% 21.70 10% 173.60 176 1+760 ### 1.22 11.75 28.20 168.60 28.20 16.86 10% 16.86 10% 134.88 178 1+780 ### 3.09 3.21 21.55 149.60 21.55 14.96 10% 14.96 10% 119.68 180 1+800 ### 1.52 5.45 23.05 86.60 23.05 8.66 10% 8.66 10% 69.28 182 1+820 ### 3.32 0.58 48.40 60.30 48.40 6.03 10% 6.03 10% 48.24 184 1+840 ### 1.81 10.13 25.65 107.10 25.65 10.71 10% 10.71 10% 85.68 186 1+860 ### 1.76 25.10 17.85 352.30 17.85 35.23 10% 35.23 10% 281.84 188 1+880 ### 0.92 41.57 13.40 666.70 13.40 66.67 10% 66.67 10% 533.36 190 1+900 ### - 45.31 4.60 868.80 4.60 86.88 10% 86.88 10% 695.04 192 1+920 ### 3.47 3.65 17.35 489.60 17.35 48.96 10% 48.96 10% 391.68 194 1+940 ### 1.31 6.81 23.90 104.60 23.90 10.46 10% 10.46 10% 83.68 196 1+960 ### - 21.43 6.55 282.40 6.55 28.24 10% 28.24 10% 225.92 198 1+980 ### - 15.83 - 372.60 - 335.34 90% 37.26 10% - 200 2+000 ### - 23.37 - 392.00 - 352.80 90% 39.20 10% - 202 2+020 ### - 39.56 - 314.65 - 283.19 90% 31.47 10% - 204 2+040 ### - 50.22 - 448.90 - 404.01 90% 44.89 10% - 206 2+060 ### - 66.65 - 1,168.70 - 1,051.83 90% 116.87 10% - 208 2+080 ### - 62.69 - 1,293.40 - 1,164.06 90% 129.34 10% - 210 2+100 ### - 57.41 - 1,201.00 - 1,080.90 90% 120.10 10% - 212 2+120 ### - 40.24 - 976.50 - 878.85 90% 97.65 10% - 214 2+140 ### - 22.33 - 625.70 - 563.13 90% 62.57 10% - 216 2+160 ### - 19.13 - 414.60 - 373.14 90% 41.46 10% - 218 2+180 ### - 18.76 - 378.90 - 341.01 90% 37.89 10% - 220 2+200 ### - 32.43 - 511.90 - 460.71 90% 51.19 10% - 222 2+220 ### - 103.95 - 681.90 - 613.71 90% 68.19 10% - 224 2+240 ### - 114.23 - 1,090.90 - 981.81 90% 109.09 10% - 226 2+260 ### - 121.34 - 2,355.70 - 2,120.13 90% 235.57 10% - 228 2+280 ### - 50.64 - 1,719.80 - 1,375.84 80% 343.96 20% - 230 2+300 ### 2.78 7.89 13.90 585.30 13.90 468.24 80% 117.06 20% - 232 2+320 ### 1.42 2.32 21.00 102.10 21.00 81.68 80% 20.42 20% - 234 2+340 ### 6.28 9.50 38.50 118.20 38.50 94.56 80% 23.64 20% - 236 2+360 ### 1.45 8.50 38.65 180.00 38.65 144.00 80% 36.00 20% - 238 2+380 ### 6.17 12.78 38.10 212.80 38.10 170.24 80% 42.56 20% - 240 2+400 ### 6.70 9.86 64.35 226.40 64.35 181.12 80% 45.28 20% - 242 2+420 ### 12.26 0.61 94.80 104.70 94.80 83.76 80% 20.94 20% - 244 2+440 ### 13.51 0.00 128.85 6.10 128.85 5.79 95% 0.31 5% - 246 2+460 ### - 19.23 135.10 192.30 135.10 182.69 95% 9.62 5% - 248 2+480 ### 6.01 1.53 60.10 207.60 60.10 197.22 95% 10.38 5% - 250 2+500 ### 1.24 20.38 36.25 219.10 36.25 208.14 95% 10.96 5% - 252 2+520 ### - 8.31 6.20 286.90 6.20 272.55 95% 14.34 5% - 254 2+540 ### 6.15 0.00 61.50 83.10 61.50 78.95 95% 4.16 5% - 256 2+560 ### 10.36 0.00 165.10 - 165.10 - 95% - 5% -

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PROYECTO : CONSTRUCCION DE LA

TRAMO AREA (m2) VOLUMEN DE CORTE (m3)

Relleno Corte Relleno Corte Propio % % Roca fijaESTACA

DISTANCIA (m)

VOLUMEN TOTAL(m3)

VOLUMEN RELLENO(m3)

PROGRESIVA DE INICIO

Prestamo

Transporta

doMaterial Suelto

Roca Suelta

258 2+580 ### 7.95 0.00 183.10 - 183.10 - 95% - 5% - 260 2+600 ### - 4.34 79.50 43.40 79.50 41.23 95% 2.17 5% - 262 2+620 ### - 18.75 - 230.90 - 219.36 95% 11.55 5% - 264 2+640 ### - 10.33 - 290.80 - 276.26 95% 14.54 5% - 266 2+660 ### - 16.14 - 264.70 - 251.46 95% 13.24 5% - 268 2+680 ### - 34.30 - 504.40 - 479.18 95% 25.22 5% - 270 2+700 ### - 36.70 - 710.00 - 568.00 80% 142.00 20% - 272 2+720 ### - 27.47 - 641.70 - 513.36 80% 128.34 20% - 274 2+740 ### - 32.19 - 596.60 - 477.28 80% 119.32 20% - 276 2+760 ### - 52.87 - 850.60 - 680.48 80% 170.12 20% - 278 2+780 ### - 50.28 - 1,031.50 - 825.20 80% 206.30 20% - 280 2+800 ### - 61.52 - 1,118.00 - 894.40 80% 223.60 20% - 282 2+820 ### - 77.16 - 1,386.80 - 1,109.44 80% 277.36 20% - 284 2+840 ### - 61.96 - 1,391.20 - 1,112.96 80% 278.24 20% - 286 2+860 ### 0.60 0.48 3.00 624.40 3.00 499.52 80% 124.88 20% - 288 2+880 ### - 139.92 3.00 1,404.00 3.00 1,123.20 80% 280.80 20% - 290 2+900 ### - 95.34 - 2,352.60 - 1,882.08 80% 470.52 20% - 292 2+920 ### - 83.70 - 1,790.40 - 1,432.32 80% 358.08 20% - 294 2+940 ### - 85.13 - 1,688.30 - 1,350.64 80% 337.66 20% - 296 2+960 ### - 162.38 - 2,475.10 - 1,980.08 80% 495.02 20% - 298 2+980 ### - 122.60 - 2,849.80 - 2,707.31 95% 142.49 5% - 300 3+000 ### - 158.45 - 2,810.50 - 2,669.97 95% 140.52 5% - 302 3+020 ### - 146.10 - 3,045.50 - 2,893.22 95% 152.27 5% - 304 3+040 ### - 136.44 - 2,825.40 - 2,684.13 95% 141.27 5% - 306 3+060 ### - 125.87 - 2,623.10 - 2,491.94 95% 131.16 5% - 308 3+080 ### - 108.96 - 2,348.30 - 2,230.88 95% 117.41 5% - 310 3+100 ### - 123.45 - 2,324.10 - 2,207.90 95% 116.21 5% - 312 3+120 ### - 120.57 - 2,440.20 - 2,318.19 95% 122.01 5% - 314 3+140 ### - 108.39 - 2,289.60 - 2,175.12 95% 114.48 5% - 316 3+160 ### - 111.90 - 2,202.90 - 2,092.76 95% 110.15 5% - 318 3+180 ### - 86.18 - 1,980.80 - 1,881.76 95% 99.04 5% - 320 3+200 ### - 118.93 - 2,051.10 - 1,948.55 95% 102.56 5% - 322 3+220 ### - 117.91 - 2,368.40 - 2,249.98 95% 118.42 5% - 324 3+240 ### - 73.44 - 1,913.50 - 1,817.82 95% 95.68 5% - 326 3+260 ### - 42.08 - 1,155.20 - 1,097.44 95% 57.76 5% - 328 3+280 ### - 24.16 - 662.40 - 629.28 95% 33.12 5% - 330 3+300 ### - 32.01 - 561.70 - 533.62 95% 28.09 5% - 332 3+320 ### - 53.03 - 850.40 - 807.88 95% 42.52 5% - 334 3+340 ### - 34.30 - 873.30 - 829.63 95% 43.67 5% - 336 3+360 ### - 24.79 - 590.90 - 561.35 95% 29.55 5% - 338 3+380 ### - 22.89 - 476.80 - 452.96 95% 23.84 5% - 340 3+400 ### - 51.94 - 748.30 - 710.88 95% 37.42 5% - 342 3+420 ### - 133.94 - 1,858.80 - 1,765.86 95% 92.94 5% -

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PROYECTO : CONSTRUCCION DE LA

TRAMO AREA (m2) VOLUMEN DE CORTE (m3)

Relleno Corte Relleno Corte Propio % % Roca fijaESTACA

DISTANCIA (m)

VOLUMEN TOTAL(m3)

VOLUMEN RELLENO(m3)

PROGRESIVA DE INICIO

Prestamo

Transporta

doMaterial Suelto

Roca Suelta

344 3+440 ### - 85.76 - 2,197.00 - 2,087.15 95% 109.85 5% - 346 3+460 ### - 65.52 - 1,512.80 - 1,437.16 95% 75.64 5% - 348 3+480 ### - 74.00 - 1,395.20 - 1,325.44 95% 69.76 5% - 350 3+500 ### - 84.94 - 1,589.40 - 1,509.93 95% 79.47 5% - 352 3+520 ### - 16.16 - 1,011.00 - 960.45 95% 50.55 5% - 354 3+540 ### 0.68 1.72 3.40 178.80 3.40 169.86 95% 8.94 5% - 356 3+560 ### 5.69 0.09 31.85 18.10 31.85 16.29 90% 1.81 10% - 358 3+580 ### - 9.98 28.45 100.70 28.45 90.63 90% 10.07 10% - 360 3+600 ### - 24.09 - 340.70 - 306.63 90% 34.07 10% - 362 3+620 ### - 12.48 - 365.70 - 365.70 100% - 0% - 364 3+640 ### - 25.53 - 380.10 - 380.10 100% - 0% - 366 3+660 ### - 26.05 - 515.80 - 515.80 100% - 0% - 368 3+680 ### - 33.46 - 595.10 - 595.10 100% - 0% - 370 3+700 ### - 34.07 - 675.30 - 675.30 100% - 0% - 372 3+720 ### - 29.04 - 631.10 - 631.10 100% - 0% - 374 3+740 ### - 20.56 - 496.00 - 496.00 100% - 0% - 376 3+760 ### - 25.09 - 456.50 - 456.50 100% - 0% - 378 3+780 ### - 30.54 - 556.30 - 500.67 90% 55.63 10% - 380 3+800 ### - 15.98 - 465.20 - 418.68 90% 46.52 10% - 382 3+820 ### - 25.21 - 411.90 - 370.71 90% 41.19 10% - 384 3+840 ### - 15.63 - 408.40 - 367.56 90% 40.84 10% - 386 3+860 ### - 11.21 - 268.40 - 241.56 90% 26.84 10% - 388 3+880 ### 0.66 5.90 3.30 171.10 3.30 153.99 90% 17.11 10% - 390 3+900 ### 5.78 1.36 32.20 72.60 32.20 65.34 90% 7.26 10% - 392 3+920 ### - 21.58 28.90 229.40 28.90 206.46 90% 22.94 10% - 394 3+940 ### - 61.23 - 828.10 - 745.29 90% 82.81 10% - 396 3+960 ### - 32.85 - 940.80 - 846.72 90% 94.08 10% - 398 3+980 ### - 19.26 - 521.10 - 468.99 90% 52.11 10% - 400 4+000 ### - 15.14 - 344.00 - 309.60 90% 34.40 10% - 402 4+020 ### - 6.94 - 220.80 - 198.72 90% 22.08 10% - 404 4+040 ### 0.84 1.86 4.20 88.00 4.20 79.20 90% 8.80 10% - 406 4+060 ### - 60.06 4.20 619.20 4.20 557.28 90% 61.92 10% - 408 4+080 ### - 29.82 - 898.80 - 808.92 90% 89.88 10% - 410 4+100 ### - 24.52 - 543.40 - 489.06 90% 54.34 10% - 412 4+120 ### - 11.42 - 359.40 - 323.46 90% 35.94 10% - 414 4+140 ### - 1.93 - 133.50 - 133.50 100% - 0% - 416 4+160 ### - 17.77 - 197.00 - 197.00 100% - 0% - 418 4+180 ### - 21.77 - 395.40 - 395.40 100% - 0% - 420 4+200 ### - 12.31 - 340.80 - 340.80 100% - 0% - 422 4+220 ### - 17.08 - 293.90 - 293.90 100% - 0% - 424 4+240 ### - 29.45 - 465.30 - 465.30 100% - 0% - 426 4+260 ### - 32.43 - 618.80 - 495.04 80% 123.76 20% - 428 4+280 ### - 27.57 - 600.00 - 480.00 80% 120.00 20% -

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PROYECTO : CONSTRUCCION DE LA

TRAMO AREA (m2) VOLUMEN DE CORTE (m3)

Relleno Corte Relleno Corte Propio % % Roca fijaESTACA

DISTANCIA (m)

VOLUMEN TOTAL(m3)

VOLUMEN RELLENO(m3)

PROGRESIVA DE INICIO

Prestamo

Transporta

doMaterial Suelto

Roca Suelta

430 4+300 ### 0.12 11.42 0.60 389.90 0.60 311.92 80% 77.98 20% - 432 4+320 ### 0.25 11.68 1.85 231.00 1.85 184.80 80% 46.20 20% - 434 4+340 ### 1.21 6.45 7.30 181.30 7.30 145.04 80% 36.26 20% - 436 4+360 ### - 67.87 6.05 743.20 6.05 148.64 20% 222.96 30% 371.60 438 4+380 ### - 92.78 - 1,606.50 - 321.30 20% 481.95 30% 803.25 440 4+400 ### - 24.76 - 1,175.40 - 235.08 20% 352.62 30% 587.70 442 4+420 ### 1.99 6.80 9.95 315.60 9.95 63.12 20% 94.68 30% 157.80 444 4+440 ### 0.23 7.35 11.10 141.50 11.10 28.30 20% 42.45 30% 70.75 446 4+460 ### 1.22 6.53 7.25 138.80 7.25 27.76 20% 41.64 30% 69.40 448 4+480 ### - 14.17 6.10 207.00 6.10 41.40 20% 62.10 30% 103.50 450 4+500 ### 3.10 16.73 15.50 309.00 15.50 61.80 20% 92.70 30% 154.50 452 4+520 ### 3.87 5.05 34.85 217.80 34.85 43.56 20% 65.34 30% 108.90 454 4+540 ### 3.44 12.22 36.55 172.70 36.55 34.54 20% 51.81 30% 86.35 456 4+560 ### 0.87 8.99 21.55 212.10 21.55 42.42 20% 63.63 30% 106.05 458 4+580 ### 0.79 8.10 8.30 170.90 8.30 153.81 90% 17.09 10% - 460 4+600 ### 4.48 5.51 26.35 136.10 26.35 122.49 90% 13.61 10% - 462 4+620 ### 2.65 6.39 35.65 119.00 35.65 23.80 20% 35.70 30% 59.50 464 4+640 ### 7.10 3.52 48.75 99.10 48.75 19.82 20% 29.73 30% 49.55 466 4+660 ### 0.51 5.78 38.05 93.00 38.05 18.60 20% 27.90 30% 46.50 468 4+680 ### - 91.32 2.55 971.00 2.55 194.20 20% 291.30 30% 485.50 470 4+700 ### - 97.47 - 1,887.90 - 377.58 20% 566.37 30% 943.95 472 4+720 ### - 76.06 - 1,735.30 - 347.06 20% 520.59 30% 867.65 474 4+740 ### - 67.98 - 1,440.40 - 288.08 20% 432.12 30% 720.20 476 4+760 ### - 49.52 - 1,175.00 - 235.00 20% 352.50 30% 587.50 478 4+780 ### - 45.86 - 953.80 - 190.76 20% 286.14 30% 476.90 480 4+800 ### - 55.07 - 1,009.30 - 201.86 20% 302.79 30% 504.65 482 4+820 ### - 88.89 - 1,439.60 - 287.92 20% 431.88 30% 719.80 484 4+840 ### - 82.76 - 1,716.50 - 343.30 20% 514.95 30% 858.25 486 4+860 ### 5.08 4.29 25.40 870.50 25.40 174.10 20% 261.15 30% 435.25 488 4+880 ### - 47.27 25.40 515.60 25.40 103.12 20% 154.68 30% 257.80 490 4+900 ### - 35.00 - 822.70 - 575.89 70% 164.54 20% 82.27 492 4+920 ### - 56.00 - 910.00 - 637.00 70% 182.00 20% 91.00 494 4+940 ### - 68.74 - 1,247.40 - 873.18 70% 249.48 20% 124.74 496 4+960 ### - 87.00 - 1,557.40 - 1,479.53 95% 77.87 5% - 498 4+980 ### - 65.83 - 1,528.30 - 1,451.88 95% 76.41 5% - 500 5+000 ### 7.27 7.78 36.35 736.10 36.35 699.30 95% 36.81 5% - 502 5+020 ### - 54.01 36.35 617.90 36.35 494.32 80% 123.58 20% - 504 5+040 ### - 68.77 - 1,227.80 - 982.24 80% 245.56 20% - 506 5+060 ### - 76.56 - 1,453.30 - 1,162.64 80% 290.66 20% - 508 5+080 ### - 74.30 - 1,508.60 - 1,206.88 80% 301.72 20% - 510 5+100 ### - 77.30 - 1,516.00 - 1,212.80 80% 303.20 20% - 512 5+120 ### - 63.86 - 1,411.60 - 1,129.28 80% 282.32 20% - 514 5+140 ### 1.92 7.17 9.60 355.15 9.60 284.12 80% 71.03 20% -

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PROYECTO : CONSTRUCCION DE LA

TRAMO AREA (m2) VOLUMEN DE CORTE (m3)

Relleno Corte Relleno Corte Propio % % Roca fijaESTACA

DISTANCIA (m)

VOLUMEN TOTAL(m3)

VOLUMEN RELLENO(m3)

PROGRESIVA DE INICIO

Prestamo

Transporta

doMaterial Suelto

Roca Suelta

516 5+160 ### - 60.07 19.20 336.20 19.20 268.96 80% 67.24 20% - 518 5+180 ### 1.42 5.51 7.10 655.80 7.10 623.01 95% 32.79 5% - 520 5+200 ### - 58.43 7.10 639.40 7.10 607.43 95% 31.97 5% - 522 5+220 ### - 35.78 - 942.10 - 895.00 95% 47.11 5% - 524 5+240 ### - 120.37 - 1,561.50 - 1,483.43 95% 78.08 5% - 526 5+260 ### - 76.21 - 1,965.80 - 1,867.51 95% 98.29 5% - 528 5+280 ### 0.13 20.47 1.30 966.80 1.30 918.46 95% 48.34 5% - 530 5+300 ### - 38.79 0.65 592.60 0.65 562.97 95% 29.63 5% - 532 5+320 ### - 36.29 - 750.80 - 713.26 95% 37.54 5% - 534 5+340 ### - 54.30 - 905.90 - 860.61 95% 45.30 5% - 536 5+360 ### - 38.72 - 930.20 - 883.69 95% 46.51 5% - 538 5+380 ### - 25.78 - 645.00 - 612.75 95% 32.25 5% - 540 5+400 ### - 23.21 - 489.90 - 465.41 95% 24.50 5% - 542 5+420 ### 2.12 5.48 10.60 286.90 10.60 272.56 95% 14.35 5% - 544 5+440 ### 0.22 14.45 11.70 199.30 11.70 189.34 95% 9.97 5% - 546 5+460 ### - 25.36 1.10 398.10 1.10 378.20 95% 19.91 5% - 548 5+480 ### - 24.22 - 495.80 - 471.01 95% 24.79 5% - 550 5+500 ### - 37.10 - 613.20 - 582.54 95% 30.66 5% - 552 5+520 ### - 33.99 - 710.90 - 675.36 95% 35.55 5% - 554 5+540 ### - 23.54 - 575.30 - 546.54 95% 28.77 5% - 556 5+560 ### - 23.96 - 475.00 - 380.00 80% 95.00 20% - 558 5+580 ### - 18.24 - 422.00 - 337.60 80% 84.40 20% - 560 5+600 ### 0.50 9.94 2.50 281.80 2.50 225.44 80% 56.36 20% - 562 5+620 ### 5.80 1.58 31.50 115.20 31.50 92.16 80% 23.04 20% - 564 5+640 ### - 44.84 29.00 464.20 29.00 371.36 80% 92.84 20% - 566 5+660 ### - 106.32 - 1,511.60 - 1,209.28 80% 302.32 20% - 568 5+680 ### - 81.25 - 1,875.70 - 1,500.56 80% 375.14 20% - 570 5+700 ### - 51.89 - 1,331.40 - 1,065.12 80% 266.28 20% - 572 5+720 ### - 42.05 - 939.40 - 751.52 80% 187.88 20% - 574 5+740 ### - 30.02 - 720.70 - 576.56 80% 144.14 20% - 576 5+760 ### 0.06 15.07 0.30 450.90 0.30 360.72 80% 90.18 20% - 578 5+780 ### 0.07 15.64 0.65 307.10 0.65 245.68 80% 61.42 20% - 580 5+800 ### 1.54 13.89 8.05 295.30 8.05 236.24 80% 59.06 20% - 582 5+820 ### 0.51 17.20 10.25 310.90 10.25 248.72 80% 62.18 20% - 584 5+840 ### 1.02 15.34 7.65 325.40 7.65 260.32 80% 65.08 20% - 586 5+860 ### - 25.78 5.10 411.20 5.10 328.96 80% 82.24 20% - 588 5+880 ### - 28.22 - 540.00 - 432.00 80% 108.00 20% - 590 5+900 ### 0.29 16.55 1.45 447.70 1.45 358.16 80% 89.54 20% - 592 5+920 ### 6.41 4.94 33.50 214.90 33.50 171.92 80% 42.98 20% - 594 5+940 ### 0.03 22.59 64.40 275.30 64.40 220.24 80% 55.06 20% - 596 5+960 ### 2.14 11.71 10.85 343.00 10.85 171.50 50% 171.50 50% - 598 5+980 ### - 30.19 10.70 419.00 10.70 209.50 50% 209.50 50% - 600 6+000 ### - 26.63 - 568.20 - 284.10 50% 284.10 50% -

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PROYECTO : CONSTRUCCION DE LA

TRAMO AREA (m2) VOLUMEN DE CORTE (m3)

Relleno Corte Relleno Corte Propio % % Roca fijaESTACA

DISTANCIA (m)

VOLUMEN TOTAL(m3)

VOLUMEN RELLENO(m3)

PROGRESIVA DE INICIO

Prestamo

Transporta

doMaterial Suelto

Roca Suelta

602 6+020 ### - 34.31 - 609.40 - 182.82 30% 182.82 30% 243.76 604 6+040 ### 0.07 15.37 0.35 496.80 0.35 149.04 30% 149.04 30% 198.72 606 6+060 ### 5.34 4.31 27.05 196.80 27.05 59.04 30% 59.04 30% 78.72 608 6+080 ### 1.81 6.63 35.75 109.40 35.75 32.82 30% 32.82 30% 43.76 610 6+100 ### 0.01 13.00 9.10 196.30 9.10 58.89 30% 58.89 30% 78.52 612 6+120 ### - 17.80 0.05 308.00 0.05 92.40 30% 92.40 30% 123.20 614 6+140 ### - 15.26 - 330.60 - 99.18 30% 99.18 30% 132.24 616 6+160 ### - 19.24 - 345.00 - 103.50 30% 103.50 30% 138.00 618 6+180 ### 0.20 11.07 1.00 303.10 1.00 90.93 30% 90.93 30% 121.24 620 6+200 ### - 19.31 1.00 303.80 1.00 91.14 30% 91.14 30% 121.52 622 6+220 ### - 19.59 - 389.00 - 311.20 80% 77.80 20% - 624 6+240 ### 0.20 12.90 1.00 324.90 1.00 259.92 80% 64.98 20% - 626 6+260 ### - 20.12 1.00 330.20 1.00 264.16 80% 66.04 20% - 628 6+280 ### - 20.86 - 409.80 - 327.84 80% 81.96 20% - 630 6+300 ### - 101.81 - 1,226.70 - 981.36 80% 245.34 20% - 632 6+320 ### - 178.47 - 2,802.80 - 2,242.24 80% 560.56 20% - 634 6+340 ### - 101.55 - 2,800.20 - 2,240.16 80% 560.04 20% - 636 6+360 ### - 32.05 - 1,336.00 - 1,068.80 80% 267.20 20% - 638 6+380 ### 0.55 11.67 2.75 437.20 2.75 349.76 80% 87.44 20% - 640 6+400 ### 3.40 3.82 19.75 154.90 19.75 123.92 80% 30.98 20% - 642 6+420 ### 7.00 1.61 52.00 54.30 52.00 32.58 60% 10.86 20% 10.86 644 6+440 ### 7.45 0.81 72.25 24.20 72.25 14.52 60% 4.84 20% 4.84 646 6+460 ### 5.29 2.80 63.70 36.10 63.70 21.66 60% 7.22 20% 7.22 648 6+480 ### 4.60 5.92 49.45 87.20 49.45 52.32 60% 17.44 20% 17.44 650 6+500 ### 2.81 12.95 37.05 188.70 37.05 113.22 60% 37.74 20% 37.74 652 6+520 ### 7.31 3.05 50.60 160.00 50.60 96.00 60% 32.00 20% 32.00 654 6+540 ### 0.05 11.28 36.80 143.30 36.80 85.98 60% 28.66 20% 28.66 656 6+560 ### - 45.23 0.25 565.10 0.25 339.06 60% 113.02 20% 113.02 658 6+580 ### - 27.11 - 723.40 - 434.04 60% 144.68 20% 144.68 660 6+600 ### 4.69 5.55 23.45 326.60 23.45 195.96 60% 65.32 20% 65.32 662 6+620 ### 2.07 9.63 33.80 151.80 33.80 121.44 80% 30.36 20% - 664 6+640 ### - 22.24 10.35 318.70 10.35 254.96 80% 63.74 20% - 666 6+660 ### 0.04 14.42 0.20 366.60 0.20 293.28 80% 73.32 20% - 668 6+680 ### - 18.64 0.20 330.60 0.20 264.48 80% 66.12 20% - 670 6+700 ### - 22.09 - 407.30 - 325.84 80% 81.46 20% - 672 6+720 ### - 29.03 - 511.20 - 408.96 80% 102.24 20% - 674 6+740 ### - 30.41 - 594.40 - 475.52 80% 118.88 20% - 676 6+760 ### - 38.41 - 688.20 - 550.56 80% 137.64 20% - 678 6+780 ### - 50.34 - 887.50 - 710.00 80% 177.50 20% - 680 6+800 ### - 45.01 - 953.50 - 762.80 80% 190.70 20% - 682 6+820 ### - 46.65 - 916.60 - 733.28 80% 183.32 20% - 684 6+840 ### - 58.89 - 1,055.40 - 844.32 80% 211.08 20% - 686 6+860 ### - 178.68 - 2,375.70 - 1,900.56 80% 475.14 20% -

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TRAMO AREA (m2) VOLUMEN DE CORTE (m3)

Relleno Corte Relleno Corte Propio % % Roca fijaESTACA

DISTANCIA (m)

VOLUMEN TOTAL(m3)

VOLUMEN RELLENO(m3)

PROGRESIVA DE INICIO

Prestamo

Transporta

doMaterial Suelto

Roca Suelta

688 6+880 ### - 157.31 - 3,359.90 - 2,687.92 80% 671.98 20% - 690 6+900 ### - 115.95 - 2,732.60 - 2,186.08 80% 546.52 20% - 692 6+920 ### - 71.05 - 1,870.00 - 1,496.00 80% 374.00 20% - 694 6+940 ### - 49.34 - 1,203.90 - 963.12 80% 240.78 20% - 696 6+960 ### - 46.41 - 957.50 - 766.00 80% 191.50 20% - 698 6+980 ### - 27.24 - 736.50 - 589.20 80% 147.30 20% - 700 7+000 ### - 26.25 - 534.90 - 427.92 80% 106.98 20% - 702 7+020 ### - 38.01 - 642.60 - 514.08 80% 128.52 20% - 704 7+040 ### - 32.35 - 703.60 - 562.88 80% 140.72 20% - 706 7+060 ### - 29.63 - 619.80 - 495.84 80% 123.96 20% - 708 7+080 ### - 41.76 - 713.90 - 499.73 70% 214.17 30% - 710 7+100 ### - 33.34 - 751.00 - 525.70 70% 225.30 30% - 712 7+120 ### 2.76 9.28 13.80 426.20 13.80 298.34 70% 127.86 30% - 714 7+140 ### 5.13 7.18 39.45 164.60 39.45 115.22 70% 49.38 30% - 716 7+160 ### 2.54 9.64 38.35 168.20 38.35 117.74 70% 50.46 30% - 718 7+180 ### 0.13 14.69 13.35 243.30 13.35 170.31 70% 72.99 30% - 720 7+200 ### - 26.25 0.65 409.40 0.65 286.58 70% 122.82 30% - 722 7+220 ### - 18.65 - 449.00 - 314.30 70% 134.70 30% - 724 7+240 ### - 18.30 - 369.50 - 258.65 70% 110.85 30% - 726 7+260 ### - 16.00 - 343.00 - 240.10 70% 102.90 30% - 728 7+280 ### - 19.35 - 353.50 - 247.45 70% 106.05 30% - 730 7+300 ### - 17.49 - 368.40 - 294.72 80% 73.68 20% - 732 7+320 ### 0.10 14.13 0.50 316.20 0.50 252.96 80% 63.24 20% - 734 7+340 ### - 18.82 0.50 329.50 0.50 263.60 80% 65.90 20% - 736 7+360 ### - 39.85 - 586.70 - 469.36 80% 117.34 20% - 738 7+380 ### - 38.97 - 788.20 - 630.56 80% 157.64 20% - 740 7+400 ### - 33.92 - 728.90 - 583.12 80% 145.78 20% - 742 7+420 ### - 16.18 - 501.00 - 400.80 80% 100.20 20% - 744 7+440 ### 0.16 13.47 0.80 296.50 0.80 237.20 80% 59.30 20% - 746 7+460 ### - 23.88 0.80 373.50 0.80 298.80 80% 74.70 20% - 748 7+480 ### - 16.53 - 404.10 - 323.28 80% 80.82 20% - 750 7+500 ### - 26.92 - 434.50 - 347.60 80% 86.90 20% - 752 7+520 ### 0.14 11.25 0.70 381.70 0.70 305.36 80% 76.34 20% - 754 7+540 ### - 16.08 0.70 273.30 0.70 218.64 80% 54.66 20% - 756 7+560 ### - 13.98 - 300.60 - 180.36 60% 120.24 40% - 758 7+580 ### - 19.37 - 333.50 - 200.10 60% 133.40 40% - 760 7+600 ### - 28.67 - 480.40 - 288.24 60% 192.16 40% - 762 7+620 ### - 36.10 - 647.70 - 388.62 60% 259.08 40% - 764 7+640 ### - 48.11 - 842.10 - 505.26 60% 336.84 40% - 766 7+660 ### - 37.25 - 853.60 - 512.16 60% 341.44 40% - 768 7+680 ### - 19.66 - 569.10 - 341.46 60% 227.64 40% - 770 7+700 ### 0.09 13.34 0.45 330.00 0.45 198.00 60% 132.00 40% - 772 7+720 ### 0.21 13.72 1.50 270.60 1.50 162.36 60% 108.24 40% -

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TRAMO AREA (m2) VOLUMEN DE CORTE (m3)

Relleno Corte Relleno Corte Propio % % Roca fijaESTACA

DISTANCIA (m)

VOLUMEN TOTAL(m3)

VOLUMEN RELLENO(m3)

PROGRESIVA DE INICIO

Prestamo

Transporta

doMaterial Suelto

Roca Suelta

774 7+740 ### 0.40 13.48 3.05 272.00 3.05 163.20 60% 108.80 40% - 776 7+760 ### 2.64 9.92 15.20 234.00 15.20 140.40 60% 93.60 40% - 778 7+780 ### 0.48 11.52 15.60 214.40 15.60 128.64 60% 85.76 40% - 780 7+800 ### 0.85 9.40 6.65 209.20 6.65 125.52 60% 83.68 40% - 782 7+820 ### 0.06 15.61 4.55 250.10 4.55 150.06 60% 100.04 40% - 784 7+840 ### - 25.87 0.30 414.80 0.30 248.88 60% 165.92 40% - 786 7+860 ### - 154.27 - 1,801.40 - 1,080.84 60% 720.56 40% - 788 7+880 ### - 177.95 - 3,322.20 - 1,993.32 60% 1,328.88 40% - 790 7+900 ### - 104.57 - 2,825.20 - 1,695.12 60% 1,130.08 40% - 792 7+920 ### - 47.86 - 1,524.30 - 914.58 60% 609.72 40% - 794 7+940 ### - 15.57 - 634.30 - 380.58 60% 253.72 40% - 796 7+960 ### 0.21 10.71 1.05 262.80 1.05 157.68 60% 105.12 40% - 798 7+980 ### - 15.33 1.05 260.40 1.05 156.24 60% 104.16 40% - 800 8+000 ### - 21.58 - 369.10 - 221.46 60% 147.64 40% - 802 8+020 ### - 15.05 - 366.30 - 219.78 60% 146.52 40% - 804 8+040 ### - 18.55 - 336.00 - 201.60 60% 134.40 40% - 806 8+060 ### 0.21 10.33 1.05 288.80 1.05 173.28 60% 115.52 40% - 808 8+080 ### 6.06 6.98 31.35 173.10 31.35 103.86 60% 69.24 40% - 810 8+100 ### - 15.91 30.30 228.90 30.30 137.34 60% 91.56 40% - 812 8+120 ### - 37.41 - 533.20 - 479.88 90% 53.32 10% - 814 8+140 ### - 27.11 - 645.20 - 580.68 90% 64.52 10% - 816 8+160 ### - 16.80 - 439.10 - 395.19 90% 43.91 10% - 818 8+180 ### - 20.70 - 375.00 - 337.50 90% 37.50 10% - 820 8+200 ### - 29.34 - 500.40 - 450.36 90% 50.04 10% - 822 8+220 ### - 23.77 - 531.10 - 477.99 90% 53.11 10% - 824 8+240 ### - 30.15 - 539.20 - 485.28 90% 53.92 10% - 826 8+260 ### - 26.18 - 563.30 - 506.97 90% 56.33 10% - 828 8+280 ### - 31.48 - 576.60 - 518.94 90% 57.66 10% - 830 8+300 ### 0.39 12.45 1.95 439.30 1.95 395.37 90% 43.93 10% - 832 8+320 ### - 17.90 1.95 303.50 1.95 273.15 90% 30.35 10% - 834 8+340 ### - 25.49 - 433.90 - 390.51 90% 43.39 10% - 836 8+360 ### - 24.21 - 497.00 - 447.30 90% 49.70 10% - 838 8+380 ### - 20.46 - 446.70 - 402.03 90% 44.67 10% - 840 8+400 ### - 17.79 - 382.50 - 344.25 90% 38.25 10% - 842 8+420 ### 2.75 7.98 13.75 257.70 13.75 231.93 90% 25.77 10% - 844 8+440 ### 6.20 4.56 44.75 125.40 44.75 112.86 90% 12.54 10% - 846 8+460 ### - 25.00 31.00 295.60 31.00 266.04 90% 29.56 10% - 848 8+480 ### - 33.46 - 584.60 - 526.14 90% 58.46 10% - 850 8+500 ### - 20.40 - 538.60 - 484.74 90% 53.86 10% - 852 8+520 ### 1.48 9.19 7.40 295.90 7.40 266.31 90% 29.59 10% - 854 8+540 ### 3.31 8.25 23.95 174.40 23.95 156.96 90% 17.44 10% - 856 8+560 ### 0.57 12.41 19.40 206.60 19.40 103.30 50% 103.30 50% - 858 8+580 ### - 17.11 2.85 295.20 2.85 147.60 50% 147.60 50% -

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TRAMO AREA (m2) VOLUMEN DE CORTE (m3)

Relleno Corte Relleno Corte Propio % % Roca fijaESTACA

DISTANCIA (m)

VOLUMEN TOTAL(m3)

VOLUMEN RELLENO(m3)

PROGRESIVA DE INICIO

Prestamo

Transporta

doMaterial Suelto

Roca Suelta

860 8+600 ### - 21.92 - 390.30 - 195.15 50% 195.15 50% - 862 8+620 ### - 38.20 - 601.20 - 300.60 50% 300.60 50% - 864 8+640 ### - 25.68 - 638.80 - 542.98 85% 95.82 15% - 866 8+660 ### - 35.05 - 607.30 - 516.20 85% 91.09 15% - 868 8+680 ### - 15.71 - 507.60 - 431.46 85% 76.14 15% - 870 8+700 ### 2.29 5.80 11.45 215.10 11.45 182.84 85% 32.27 15% - 872 8+720 ### 5.15 1.16 37.20 69.60 37.20 59.16 85% 10.44 15% - 874 8+740 ### - 34.18 25.75 353.40 25.75 300.39 85% 53.01 15% - 876 8+760 ### - 100.25 - 1,344.30 - 1,142.66 85% 201.65 15% - 878 8+780 ### - 88.45 - 1,887.00 - 1,603.95 85% 283.05 15% - 880 8+800 ### - 60.99 - 1,494.40 - 1,270.24 85% 224.16 15% - 882 8+820 ### - 38.75 - 997.40 - 698.18 70% 299.22 30% - 884 8+840 ### - 23.26 - 620.10 - 434.07 70% 186.03 30% - 886 8+860 ### - 33.38 - 566.40 - 396.48 70% 169.92 30% - 888 8+880 ### 0.09 13.52 0.45 469.00 0.45 328.30 70% 140.70 30% - 890 8+900 ### 0.02 15.24 0.55 287.60 0.55 201.32 70% 86.28 30% - 892 8+920 ### 0.06 15.38 0.40 306.20 0.40 214.34 70% 91.86 30% - 894 8+940 ### 2.01 9.65 10.35 250.30 10.35 175.21 70% 75.09 30% - 896 8+960 ### 1.86 10.47 19.35 201.20 19.35 140.84 70% 60.36 30% - 898 8+980 ### 0.99 11.31 14.25 217.80 14.25 152.46 70% 65.34 30% - 900 9+000 ### 0.25 14.42 6.20 257.30 6.20 180.11 70% 77.19 30% - 902 9+020 ### 0.59 10.12 4.20 245.40 4.20 73.62 30% 147.24 60% 24.54 904 9+040 ### 0.45 9.95 5.20 200.70 5.20 60.21 30% 120.42 60% 20.07 906 9+060 ### 0.69 9.44 5.70 193.90 5.70 58.17 30% 116.34 60% 19.39 908 9+080 ### 0.85 9.13 7.70 185.70 7.70 55.71 30% 111.42 60% 18.57 910 9+100 ### 2.15 7.27 15.00 164.00 15.00 49.20 30% 98.40 60% 16.40 912 9+120 ### 0.49 9.10 13.20 163.70 13.20 49.11 30% 98.22 60% 16.37 914 9+140 ### - 14.55 2.45 236.50 2.45 165.55 70% 47.30 20% 23.65 916 9+160 ### - 17.28 - 318.30 - 222.81 70% 63.66 20% 31.83 918 9+180 ### - 18.92 - 362.00 - 253.40 70% 72.40 20% 36.20 920 9+200 ### - 17.77 - 366.90 - 256.83 70% 73.38 20% 36.69 922 9+220 ### - 30.11 - 478.80 - 335.16 70% 95.76 20% 47.88 924 9+240 ### 2.21 10.10 11.05 402.10 11.05 281.47 70% 80.42 20% 40.21 926 9+260 ### 2.64 9.48 24.25 195.80 24.25 137.06 70% 39.16 20% 19.58 928 9+280 ### - 18.45 13.20 279.30 13.20 195.51 70% 55.86 20% 27.93 930 9+300 ### - 18.56 - 370.10 - 259.07 70% 74.02 20% 37.01 932 9+320 ### 0.03 14.84 0.15 334.00 0.15 233.80 70% 66.80 20% 33.40 934 9+340 ### - 19.22 0.15 340.60 0.15 238.42 70% 68.12 20% 34.06 936 9+360 ### - 33.00 - 522.20 - 365.54 70% 104.44 20% 52.22 938 9+380 ### - 32.26 - 652.60 - 456.82 70% 130.52 20% 65.26 940 9+400 ### - 21.76 - 540.20 - 378.14 70% 108.04 20% 54.02 942 9+420 ### - 15.46 - 372.20 - 297.76 80% 74.44 20% - 944 9+440 ### 0.20 11.28 1.00 267.40 1.00 213.92 80% 53.48 20% -

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TRAMO AREA (m2) VOLUMEN DE CORTE (m3)

Relleno Corte Relleno Corte Propio % % Roca fijaESTACA

DISTANCIA (m)

VOLUMEN TOTAL(m3)

VOLUMEN RELLENO(m3)

PROGRESIVA DE INICIO

Prestamo

Transporta

doMaterial Suelto

Roca Suelta

946 9+460 ### 3.96 4.85 20.80 161.30 20.80 129.04 80% 32.26 20% - 948 9+480 ### 5.87 4.00 49.15 88.50 49.15 70.80 80% 17.70 20% - 950 9+500 ### 1.79 7.88 38.30 118.80 38.30 95.04 80% 23.76 20% - 952 9+520 ### - 25.16 8.95 330.40 8.95 264.32 80% 66.08 20% - 954 9+540 ### - 117.41 - 1,425.70 - 1,140.56 80% 285.14 20% - 956 9+560 ### - 188.14 - 3,055.50 - 2,444.40 80% 611.10 20% - 958 9+580 ### - 116.67 - 3,048.10 - 2,438.48 80% 609.62 20% - 960 9+600 ### - 62.61 - 1,792.80 - 1,434.24 80% 358.56 20% - 962 9+620 ### - 20.01 - 826.20 - 660.96 80% 165.24 20% - 964 9+640 ### - 20.26 - 402.70 - 322.16 80% 80.54 20% - 966 9+660 ### - 21.97 - 422.30 - 337.84 80% 84.46 20% - 968 9+680 ### - 29.47 - 514.40 - 411.52 80% 102.88 20% - 970 9+700 ### - 31.78 - 612.50 - 490.00 80% 122.50 20% - 972 9+720 ### - 22.06 - 538.40 - 430.72 80% 107.68 20% - 974 9+740 ### - 15.91 - 379.70 - 303.76 80% 75.94 20% - 976 9+760 ### 2.10 8.73 10.50 246.40 10.50 197.12 80% 49.28 20% - 978 9+780 ### - 17.68 10.50 264.10 10.50 211.28 80% 52.82 20% - 980 9+800 ### - 20.98 - 386.60 - 309.28 80% 77.32 20% - 982 9+820 ### - 24.22 - 452.00 - 384.20 85% 67.80 15% - 984 9+840 ### - 25.29 - 495.10 - 420.84 85% 74.26 15% - 986 9+860 ### - 53.05 - 783.40 - 665.89 85% 117.51 15% - 988 9+880 ### - 66.08 - 1,191.30 - 1,012.60 85% 178.70 15% - 990 9+900 ### - 48.15 - 1,142.30 - 970.95 85% 171.35 15% - 992 9+920 ### - 156.65 - 2,048.00 - 1,740.80 85% 307.20 15% - 994 9+940 ### - 199.97 - 3,566.20 - 3,031.27 85% 534.93 15% - 996 9+960 ### - 162.78 - 3,627.50 - 3,083.38 85% 544.13 15% - 998 9+980 ### - 113.32 - 2,761.00 - 2,346.85 85% 414.15 15% -

1,000 ### ### - 82.00 - 1,953.20 - 1,660.22 85% 292.98 15% - 1,002 ### ### - 58.23 - 1,402.30 - 1,191.96 85% 210.35 15% - 1,004 ### ### - 31.54 - 897.70 - 763.05 85% 134.65 15% - 1,006 ### ### - 16.32 - 478.60 - 406.81 85% 71.79 15% - 1,008 ### ### - 21.15 - 374.70 - 318.50 85% 56.21 15% - 1,010 ### ### - 27.22 - 483.70 - 435.33 90% 48.37 10% - 1,012 ### ### - 23.23 - 504.50 - 454.05 90% 50.45 10% - 1,014 ### ### - 18.19 - 414.20 - 372.78 90% 41.42 10% - 1,016 ### ### - 22.49 - 406.80 - 366.12 90% 40.68 10% - 1,018 ### ### 1.83 12.58 9.15 350.70 9.15 315.63 90% 35.07 10% - 1,020 ### ### 5.18 3.58 35.05 161.60 35.05 145.44 90% 16.16 10% - 1,022 ### ### 10.12 2.48 76.50 60.60 76.50 54.54 90% 6.06 10% - 1,024 ### ### 6.35 7.60 82.35 100.80 82.35 90.72 90% 10.08 10% - 1,026 ### ### - 16.92 31.75 245.20 31.75 220.68 90% 24.52 10% - 1,028 ### ### - 15.52 - 324.40 - 291.96 90% 32.44 10% - 1,030 ### ### - 24.17 - 396.90 - 357.21 90% 39.69 10% -

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TRAMO AREA (m2) VOLUMEN DE CORTE (m3)

Relleno Corte Relleno Corte Propio % % Roca fijaESTACA

DISTANCIA (m)

VOLUMEN TOTAL(m3)

VOLUMEN RELLENO(m3)

PROGRESIVA DE INICIO

Prestamo

Transporta

doMaterial Suelto

Roca Suelta

1,032 ### ### - 26.69 - 508.60 - 25.43 5% 76.29 15% 406.88 1,034 ### ### - 20.86 - 475.50 - 23.78 5% 71.33 15% 380.40 1,036 ### ### - 22.32 - 431.80 - 21.59 5% 64.77 15% 345.44 1,038 ### ### - 19.50 - 418.20 - 355.47 85% 62.73 15% - 1,040 ### ### 1.52 10.22 7.60 297.20 7.60 252.62 85% 44.58 15% - 1,042 ### ### 2.03 8.53 17.75 187.50 17.75 159.38 85% 28.13 15% - 1,044 ### ### 1.99 8.84 20.10 173.70 20.10 147.64 85% 26.05 15% - 1,046 ### ### 4.25 4.60 31.20 134.40 31.20 114.24 85% 20.16 15% - 1,048 ### ### 3.74 4.71 39.95 93.10 39.95 79.13 85% 13.96 15% - 1,050 ### ### 1.62 5.33 26.80 100.40 26.80 85.34 85% 15.06 15% - 1,052 ### ### 6.81 8.86 42.15 141.90 42.15 120.62 85% 21.29 15% - 1,054 ### ### 12.55 0.35 96.80 92.10 96.80 78.29 85% 13.82 15% - 1,056 ### ### - 81.86 62.75 822.10 62.75 698.78 85% 123.31 15% - 1,058 ### ### - 102.01 - 1,838.70 - 1,562.90 85% 275.81 15% - 1,060 ### ### - 72.73 - 1,747.40 - 1,485.29 85% 262.11 15% - 1,062 ### ### - 42.83 - 1,155.60 - 982.26 85% 173.34 15% - 1,064 ### ### - 45.22 - 880.50 - 748.43 85% 132.08 15% - 1,066 ### ### - 22.04 - 672.60 - 571.71 85% 100.89 15% - 1,068 ### ### - 33.74 - 557.80 - 474.13 85% 83.67 15% - 1,070 ### ### - 43.31 - 770.50 - 654.93 85% 115.58 15% - 1,072 ### ### - 42.93 - 862.40 - 733.04 85% 129.36 15% - 1,074 ### ### - 34.52 - 774.50 - 658.32 85% 116.18 15% - 1,076 ### ### - 32.95 - 674.70 - 573.50 85% 101.21 15% - 1,078 ### ### - 38.12 - 710.70 - 604.09 85% 106.60 15% - 1,080 ### ### - 44.78 - 829.00 - 704.65 85% 124.35 15% - 1,082 ### ### - 36.39 - 811.70 - 689.95 85% 121.76 15% - 1,084 ### ### - 35.78 - 721.70 - 613.45 85% 108.26 15% - 1,086 ### ### - 18.13 - 539.10 - 458.23 85% 80.86 15% - 1,088 ### ### 2.66 8.21 13.30 263.40 13.30 223.89 85% 39.51 15% - 1,090 ### ### 1.16 8.69 19.10 169.00 19.10 143.65 85% 25.35 15% - 1,092 ### ### - 22.12 5.80 308.10 5.80 261.89 85% 46.22 15% - 1,094 ### ### - 17.58 - 397.00 - 337.45 85% 59.55 15% - 1,096 ### ### 1.07 9.94 5.35 275.20 5.35 233.92 85% 41.28 15% - 1,098 ### ### - 14.98 5.35 249.20 5.35 211.82 85% 37.38 15% - 1,100 ### ### - 15.67 - 306.50 - 260.53 85% 45.98 15% - 1,102 ### ### - 15.02 - 306.90 - 260.86 85% 46.04 15% - 1,104 ### ### - 19.77 - 347.90 - 295.72 85% 52.18 15% - 1,106 ### ### - 18.62 - 383.90 - 268.73 70% 115.17 30% - 1,108 ### ### - 20.31 - 389.30 - 272.51 70% 116.79 30% - 1,110 ### ### - 49.89 - 702.00 - 491.40 70% 210.60 30% - 1,112 ### ### - 107.38 - 1,572.70 - 1,100.89 70% 471.81 30% - 1,114 ### ### - 98.21 - 2,055.90 - 1,439.13 70% 616.77 30% - 1,116 ### ### - 58.40 - 1,566.10 - 1,096.27 70% 469.83 30% -

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TRAMO AREA (m2) VOLUMEN DE CORTE (m3)

Relleno Corte Relleno Corte Propio % % Roca fijaESTACA

DISTANCIA (m)

VOLUMEN TOTAL(m3)

VOLUMEN RELLENO(m3)

PROGRESIVA DE INICIO

Prestamo

Transporta

doMaterial Suelto

Roca Suelta

1,118 ### ### - 34.11 - 925.10 - 647.57 70% 277.53 30% - 1,120 ### ### - 24.21 - 583.20 - 408.24 70% 174.96 30% - 1,122 ### ### - 29.93 - 541.40 - 378.98 70% 162.42 30% - 1,124 ### ### - 32.74 - 626.70 - 438.69 70% 125.34 20% 62.67 1,126 ### ### - 44.01 - 767.50 - 537.25 70% 153.50 20% 76.75 1,128 ### ### - 61.78 - 1,057.90 - 740.53 70% 211.58 20% 105.79 1,130 ### ### - 70.34 - 1,321.20 - 924.84 70% 264.24 20% 132.12 1,132 ### ### - 62.77 - 1,331.10 - 931.77 70% 266.22 20% 133.11 1,134 ### ### - 54.69 - 1,174.60 - 822.22 70% 234.92 20% 117.46 1,136 ### ### - 60.43 - 1,151.20 - 805.84 70% 230.24 20% 115.12 1,138 ### ### - 55.06 - 1,154.90 - 808.43 70% 230.98 20% 115.49 1,140 ### ### - 50.40 - 1,054.60 - 738.22 70% 210.92 20% 105.46 1,142 ### ### - 42.33 - 927.30 - 649.11 70% 185.46 20% 92.73 1,144 ### ### - 33.73 - 760.60 - 532.42 70% 152.12 20% 76.06 1,146 ### ### - 31.63 - 653.60 - 457.52 70% 130.72 20% 65.36 1,148 ### ### - 29.15 - 607.80 - 425.46 70% 121.56 20% 60.78 1,150 ### ### - 28.10 - 572.50 - 400.75 70% 114.50 20% 57.25 1,152 ### ### - 18.31 - 464.10 - 324.87 70% 92.82 20% 46.41 1,154 ### ### - 20.98 - 392.90 - 275.03 70% 78.58 20% 39.29 1,156 ### ### 0.12 13.58 0.60 345.60 0.60 241.92 70% 69.12 20% 34.56 1,158 ### ### 4.87 8.02 24.95 216.00 24.95 151.20 70% 43.20 20% 21.60 1,160 ### ### 2.41 11.26 36.40 192.80 36.40 134.96 70% 38.56 20% 19.28 1,162 ### ### 0.58 14.64 14.95 259.00 14.95 181.30 70% 51.80 20% 25.90 1,164 ### ### - 27.13 2.90 417.70 2.90 292.39 70% 83.54 20% 41.77 1,166 ### ### - 43.81 - 709.40 - 496.58 70% 141.88 20% 70.94 1,168 ### ### 0.83 15.21 4.15 590.20 4.15 413.14 70% 118.04 20% 59.02 1,170 ### ### 0.90 12.42 8.65 276.30 8.65 193.41 70% 55.26 20% 27.63 1,172 ### ### 0.29 6.83 5.95 192.50 5.95 - 0% 9.63 5% 182.88 1,174 ### ### - 4.93 1.45 117.60 1.45 - 0% 5.88 5% 111.72 1,176 ### ### - 8.05 - 129.80 - - 0% 6.49 5% 123.31 1,178 ### ### - 11.10 - 191.50 - - 0% 9.58 5% 181.92 1,180 ### ### - 38.58 - 496.80 - - 0% 24.84 5% 471.96 1,182 ### ### - 12.39 - 509.70 - - 0% 25.49 5% 484.22 1,184 ### ### 3.75 6.01 18.75 184.00 18.75 - 0% 9.20 5% 174.80 1,186 ### ### 2.49 4.07 31.20 100.80 31.20 - 0% 5.04 5% 95.76 1,188 ### ### - 11.85 12.45 159.20 12.45 - 0% 7.96 5% 151.24 1,190 ### ### - 13.28 - 251.30 - - 0% 12.57 5% 238.73 1,192 ### ### 1.03 7.29 5.15 205.70 5.15 - 0% 10.29 5% 195.42 1,194 ### ### - 9.64 5.15 169.30 5.15 - 0% 8.47 5% 160.84 1,196 ### ### - 31.12 - 407.60 - - 0% 20.38 5% 387.22 1,198 ### ### - 21.73 - 528.50 - - 0% 26.43 5% 502.08 1,200 ### ### 1.33 11.98 6.65 337.10 6.65 - 0% 16.86 5% 320.25 1,202 ### ### 3.26 3.60 22.95 155.80 22.95 - 0% 7.79 5% 148.01

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03.00.00 EXPLANACIONES-00

PROYECTO : CONSTRUCCION DE LA

TRAMO AREA (m2) VOLUMEN DE CORTE (m3)

Relleno Corte Relleno Corte Propio % % Roca fijaESTACA

DISTANCIA (m)

VOLUMEN TOTAL(m3)

VOLUMEN RELLENO(m3)

PROGRESIVA DE INICIO

Prestamo

Transporta

doMaterial Suelto

Roca Suelta

1,204 ### ### - 13.76 16.30 173.60 16.30 - 0% 8.68 5% 164.92 1,206 ### ### - 24.58 - 383.40 - - 0% 19.17 5% 364.23 1,208 ### ### 1.55 8.74 7.75 333.20 7.75 - 0% 16.66 5% 316.54 1,210 ### ### - 15.40 7.75 241.40 7.75 - 0% 12.07 5% 229.33 1,212 ### ### - 16.20 - 316.00 - - 0% - 0% 316.00 1,214 ### ### - 17.46 - 336.60 - - 0% - 0% 336.60 1,216 ### ### - 18.09 - 355.50 - - 0% - 0% 355.50 1,218 ### ### - 19.19 - 372.80 - - 0% 37.28 10% 335.52 1,220 ### ### - 23.40 - 425.90 - - 0% 42.59 10% 383.31 1,222 ### ### 5.35 0.00 26.75 234.00 26.75 - 0% 23.40 10% 210.60 1,224 ### ### 2.43 7.85 38.90 78.50 38.90 - 0% 7.85 10% 70.65 1,226 ### ### 3.25 7.57 28.40 154.20 28.40 - 0% 15.42 10% 138.78 1,228 ### ### - 18.74 16.25 263.10 16.25 - 0% 26.31 10% 236.79 1,230 ### ### - 15.93 - 346.70 - - 0% 34.67 10% 312.03 1,232 ### ### 0.27 11.11 1.35 270.40 1.35 - 0% 27.04 10% 243.36 1,234 ### ### 3.14 4.27 17.05 153.80 17.05 - 0% 15.38 10% 138.42 1,236 ### ### - 20.76 15.70 250.30 15.70 - 0% 25.03 10% 225.27 1,238 ### ### - 26.94 - 477.00 - - 0% 47.70 10% 429.30 1,240 ### ### - 27.39 - 543.30 - - 0% 54.33 10% 488.97 1,242 ### ### 1.05 6.89 5.25 342.80 5.25 - 0% 34.28 10% 308.52 1,244 ### ### 0.72 6.36 8.85 132.50 8.85 - 0% 13.25 10% 119.25 1,246 ### ### - 8.52 3.60 148.80 3.60 - 0% 14.88 10% 133.92 1,248 ### ### - 14.59 - 231.10 - - 0% 23.11 10% 207.99 1,250 ### ### - 14.78 - 293.70 - - 0% 29.37 10% 264.33 1,252 ### ### - 13.86 - 286.40 - - 0% 28.64 10% 257.76 1,254 ### ### - 7.62 - 214.80 - - 0% 21.48 10% 193.32 1,256 ### ### - 7.05 - 146.70 - - 0% 14.67 10% 132.03 1,258 ### ### - 19.90 - 269.50 - - 0% 26.95 10% 242.55 1,260 ### ### - 22.18 - 420.80 - - 0% 42.08 10% 378.72 1,262 ### ### - 25.74 - 479.20 - - 0% 47.92 10% 431.28 1,264 ### ### - 27.50 - 532.40 - - 0% 53.24 10% 479.16 1,266 ### ### - 23.47 - 509.70 - - 0% 50.97 10% 458.73 1,268 ### ### - 6.15 - 296.20 - - 0% 29.62 10% 266.58 1,270 ### ### - 3.69 - 98.40 - - 0% 9.84 10% 88.56 1,272 ### ### - 7.73 - 114.20 - - 0% 11.42 10% 102.78 1,274 ### ### - 10.80 - 185.30 - 9.27 5% 83.39 45% 92.65 1,276 ### ### - 7.50 - 183.00 - 9.15 5% 82.35 45% 91.50 1,278 ### ### - 7.75 - 152.50 - 7.63 5% 68.63 45% 76.25 1,280 ### ### - 9.26 - 170.10 - 8.50 5% 76.54 45% 85.05 1,282 ### ### - 7.02 - 162.80 - 8.14 5% 73.26 45% 81.40 1,284 ### ### - 6.36 - 133.80 - 6.69 5% 60.21 45% 66.90 1,286 ### ### - 8.39 - 147.50 - 7.38 5% 66.38 45% 73.75 1,288 ### ### - 17.27 - 256.60 - 12.83 5% 115.47 45% 128.30

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03.00.00 EXPLANACIONES-00

PROYECTO : CONSTRUCCION DE LA

TRAMO AREA (m2) VOLUMEN DE CORTE (m3)

Relleno Corte Relleno Corte Propio % % Roca fijaESTACA

DISTANCIA (m)

VOLUMEN TOTAL(m3)

VOLUMEN RELLENO(m3)

PROGRESIVA DE INICIO

Prestamo

Transporta

doMaterial Suelto

Roca Suelta

1,290 ### ### - 8.06 - 253.30 - 12.67 5% 113.99 45% 126.65 1,292 ### ### - 2.78 - 108.40 - 5.42 5% 48.78 45% 54.20 1,294 ### ### 0.11 1.75 0.55 45.30 0.55 2.27 5% 20.38 45% 22.65 1,296 ### ### 0.22 1.50 1.65 32.50 1.65 1.63 5% 14.63 45% 16.25 1,298 ### ### - 4.90 1.10 64.00 1.10 3.20 5% 28.80 45% 32.00 1,300 ### ### - 7.25 - 121.50 - 6.08 5% 54.68 45% 60.75 1,302 ### ### - 4.11 - 113.60 - 5.68 5% 51.12 45% 56.80 1,304 ### ### - 3.30 - 74.10 - 3.71 5% 33.35 45% 37.05 1,306 ### ### - 8.25 - 115.50 - 5.78 5% 51.98 45% 57.75 1,308 ### ### - 5.37 - 136.20 - 20.43 15% 40.86 30% 74.91 1,310 ### ### - 6.32 - 116.90 - 17.54 15% 35.07 30% 64.30 1,312 ### ### - 4.21 - 105.30 - 15.80 15% 31.59 30% 57.92 1,314 ### ### 3.29 0.00 16.45 42.10 16.45 6.32 15% 12.63 30% 23.16 1,316 ### ### 2.23 0.00 27.60 - 27.60 - 15% - 75% - 1,318 ### ### - 5.46 11.15 54.60 11.15 8.19 15% 40.95 75% 5.46 1,320 ### ### - 18.16 - 236.20 - 35.43 15% 177.15 75% 23.62 1,322 ### ### - 12.37 - 305.30 - 45.80 15% 228.98 75% 30.53 1,324 ### ### - 14.36 - 267.30 - 40.09 15% 200.47 75% 26.73 1,326 ### ### - 28.32 - 426.80 - 64.02 15% 320.10 75% 42.68 1,328 ### ### - 34.74 - 630.60 - 94.59 15% 472.95 75% 63.06 1,330 ### ### - 23.68 - 584.20 - 87.63 15% 438.15 75% 58.42 1,332 ### ### - 17.73 - 414.10 - 62.11 15% 310.58 75% 41.41 1,334 ### ### - 28.17 - 459.00 - 68.85 15% 344.25 75% 45.90 1,336 ### ### - 13.53 - 417.00 - 62.55 15% 312.75 75% 41.70 1,338 ### ### - 20.45 - 339.80 - 50.97 15% 254.85 75% 33.98 1,340 ### ### - 9.24 - 296.90 - 44.54 15% 222.67 75% 29.69 1,342 ### 6.70 - 1.84 - 37.12 - 5.57 15% 27.84 75% 3.71

TOTAL ### ### ### 0.00 0.00 ### ### ###

02.01. Corte en Material Suelto (R=540 m3/dia) 292,601.65 m3

02.02. Corte en Roca Suelta (R=250 m3/dia) 71,371.40 m3

02.03. Corte en Roca Fija (R=160 m3/dia) 35,115.56 m3

02.04. Conformación de Terraplenes (R=840 m3/dia) 6,610.60 m3

Page 38: 02 Metrado Explanaciones QUIJE

VOLUMEN DE CORTE (m3)

%

0%0%0%0%0%0%0%0%

10%10%10%

0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%

Page 39: 02 Metrado Explanaciones QUIJE

VOLUMEN DE CORTE (m3)

%

0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%

40%40%40%40%40%40%40%40%

0%0%0%0%0%0%0%0%0%0%0%5%5%5%5%5%5%5%5%

80%

Page 40: 02 Metrado Explanaciones QUIJE

VOLUMEN DE CORTE (m3)

%

80%80%80%80%80%80%80%80%80%80%80%80%80%

0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%

Page 41: 02 Metrado Explanaciones QUIJE

VOLUMEN DE CORTE (m3)

%

0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%

Page 42: 02 Metrado Explanaciones QUIJE

VOLUMEN DE CORTE (m3)

%

0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%

Page 43: 02 Metrado Explanaciones QUIJE

VOLUMEN DE CORTE (m3)

%

0%0%0%

50%50%50%50%50%50%50%50%50%50%50%

0%0%

50%50%50%50%50%50%50%50%50%50%50%50%50%50%10%10%10%

0%0%0%0%0%0%0%0%0%0%

Page 44: 02 Metrado Explanaciones QUIJE

VOLUMEN DE CORTE (m3)

%

0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%

Page 45: 02 Metrado Explanaciones QUIJE

VOLUMEN DE CORTE (m3)

%

40%40%40%40%40%40%40%40%40%40%

0%0%0%0%0%0%0%0%0%0%

20%20%20%20%20%20%20%20%20%20%

0%0%0%0%0%0%0%0%0%0%0%0%0%

Page 46: 02 Metrado Explanaciones QUIJE

VOLUMEN DE CORTE (m3)

%

0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%

Page 47: 02 Metrado Explanaciones QUIJE

VOLUMEN DE CORTE (m3)

%

0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%

Page 48: 02 Metrado Explanaciones QUIJE

VOLUMEN DE CORTE (m3)

%

0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%

10%10%10%10%10%10%10%10%10%10%10%10%10%10%10%10%10%10%10%10%

0%0%

Page 49: 02 Metrado Explanaciones QUIJE

VOLUMEN DE CORTE (m3)

%

0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%

Page 50: 02 Metrado Explanaciones QUIJE

VOLUMEN DE CORTE (m3)

%

80%80%80%

0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%

Page 51: 02 Metrado Explanaciones QUIJE

VOLUMEN DE CORTE (m3)

%

0%0%0%

10%10%10%10%10%10%10%10%10%10%10%10%10%10%10%10%10%10%10%10%10%10%10%10%95%95%95%95%95%95%95%95%95%95%95%95%95%95%95%95%

Page 52: 02 Metrado Explanaciones QUIJE

VOLUMEN DE CORTE (m3)

%

95%95%95%95%

100%100%100%

90%90%90%90%90%90%90%90%90%90%90%90%90%90%90%90%90%90%90%90%90%90%90%90%90%90%90%90%50%50%50%50%50%50%50%50%

Page 53: 02 Metrado Explanaciones QUIJE

VOLUMEN DE CORTE (m3)

%

50%50%50%50%50%50%50%50%50%55%55%55%55%10%10%10%10%10%10%10%10%10%10%10%10%10%10%

Page 54: 02 Metrado Explanaciones QUIJE

03.06.00 Perfilado y Compactado de Subrazante en Zona de Corte (R=4600 m2/dia)

PROYECTO : CONSTRUCCION DE LA

NUMEROTRAMO

AREA DE LASTRADO

OBSERVACIONES(M2.)

0.00 0+000 0+100 100.00 4.00 400.00 -

1.00 0+100 0+200 100.00 4.00 400.00 -

2.00 0+200 0+300 100.00 4.00 400.00 -

3.00 0+300 0+400 100.00 4.00 400.00 -

4.00 0+400 0+580 180.00 4.00 720.00 -

5.00 0+600 0+700 100.00 4.00 400.00 -

6.00 0+700 0+800 100.00 4.00 400.00 -

7.00 0+800 0+900 100.00 4.00 400.00 -

8.00 0+900 1+000 100.00 4.00 400.00 -

9.00 1+000 1+080 80.00 4.00 320.00 -

10.00 1+100 1+200 100.00 4.00 400.00 -

11.00 1+200 1+300 100.00 4.00 400.00 -

12.00 1+300 1+400 100.00 4.00 400.00 -

13.00 1+400 1+500 100.00 4.00 400.00 -

14.00 1+500 1+600 100.00 4.00 400.00 -

15.00 1+600 1+700 100.00 4.00 400.00 -

16.00 1+700 1+800 100.00 4.00 400.00 -

17.00 1+800 1+900 100.00 4.00 400.00 -

18.00 1+800 1+900 100.00 4.00 400.00 -

19.00 1+900 2+000 100.00 4.00 400.00 -

20.00 2+000 2+080 80.00 4.00 320.00 -

21.00 2+100 2+200 100.00 4.00 400.00 -

22.00 2+200 2+280 80.00 4.00 320.00 -

23.00 2+300 2+400 100.00 4.00 400.00 -

24.00 2+400 2+500 100.00 4.00 400.00 -

25.00 2+500 2+600 100.00 4.00 400.00 -

26.00 2+600 2+700 100.00 4.00 400.00 -

27.00 2+700 2+800 100.00 4.00 400.00 -

28.00 2+800 2+900 100.00 4.00 400.00 -

29.00 2+900 3+000 100.00 4.00 400.00 -

30.00 3+000 3+100 100.00 4.00 400.00 -

31.00 3+100 3+200 100.00 4.00 400.00 -

32.00 3+200 3+300 100.00 4.00 400.00 -

33.00 3+300 3+400 100.00 4.00 400.00 -

34.00 3+400 3+500 100.00 4.00 400.00 -

35.00 3+500 3+600 100.00 4.00 400.00 -

36.00 3+600 3+700 100.00 4.00 400.00 -

37.00 3+700 3+800 100.00 4.00 400.00 -

38.00 3+800 3+900 100.00 4.00 400.00 -

39.00 3+900 4+000 100.00 4.00 400.00 -

40.00 4+000 4+100 100.00 4.00 400.00 -

LONGITUD(M)

ANCHO (M)PROGRESIVA DE

INICIOPROGRESIVA

FINAL

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03.06.00 Perfilado y Compactado de Subrazante en Zona de Corte (R=4600 m2/dia)

PROYECTO : CONSTRUCCION DE LA

NUMEROTRAMO

AREA DE LASTRADO

OBSERVACIONES(M2.)

LONGITUD(M)

ANCHO (M)PROGRESIVA DE

INICIOPROGRESIVA

FINAL

41.00 4+100 4+200 100.00 4.00 400.00 -

42.00 4+200 4+300 100.00 4.00 400.00 -

43.00 4+300 4+400 100.00 4.00 400.00 -

44.00 4+400 4+500 100.00 4.00 400.00 -

45.00 4+500 4+600 100.00 4.00 400.00 -

46.00 4+600 4+700 100.00 4.00 400.00 -

47.00 4+700 4+800 100.00 4.00 400.00 -

48.00 4+800 4+900 100.00 4.00 400.00 -

49.00 4+900 5+000 100.00 4.00 400.00 -

50.00 5+000 5+100 100.00 4.00 400.00 -

51.00 5+100 5+180 80.00 4.00 320.00 -

52.00 5+200 5+300 100.00 4.00 400.00 -

53.00 5+300 5+400 100.00 4.00 400.00 -

54.00 5+400 5+500 100.00 4.00 400.00 -

55.00 5+500 5+600 100.00 4.00 400.00 -

56.00 5+600 5+700 100.00 4.00 400.00 -

57.00 5+700 5+800 100.00 4.00 400.00 -

58.00 5+800 5+900 100.00 4.00 400.00 -

59.00 5+900 6+000 100.00 4.00 400.00 -

60.00 6+000 6+100 100.00 4.00 400.00 -

61.00 6+100 6+200 100.00 4.00 400.00 -

62.00 6+200 6+300 100.00 4.00 400.00 -

63.00 6+300 6+400 100.00 4.00 400.00 -

64.00 6+400 6+500 100.00 4.00 400.00 -

65.00 6+500 6+600 100.00 4.00 400.00 -

66.00 6+600 6+700 100.00 4.00 400.00 -

67.00 6+700 6+800 100.00 4.00 400.00 -

68.00 6+800 6+900 100.00 4.00 400.00 -

69.00 6+900 7+000 100.00 4.00 400.00 -

70.00 7+000 7+100 100.00 4.00 400.00 -

71.00 7+100 7+200 100.00 4.00 400.00 -

72.00 7+200 7+300 100.00 4.00 400.00 -

73.00 7+300 7+400 100.00 4.00 400.00 -

74.00 7+400 7+500 100.00 4.00 400.00 -

75.00 7+500 7+600 100.00 4.00 400.00 -

76.00 7+600 7+700 100.00 4.00 400.00 -

77.00 7+700 7+800 100.00 4.00 400.00 -

78.00 7+800 7+900 100.00 4.00 400.00 -

79.00 7+900 8+000 100.00 4.00 400.00 -

80.00 8+000 8+100 100.00 4.00 400.00 -

81.00 8+100 8+200 100.00 4.00 400.00 -

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03.06.00 Perfilado y Compactado de Subrazante en Zona de Corte (R=4600 m2/dia)

PROYECTO : CONSTRUCCION DE LA

NUMEROTRAMO

AREA DE LASTRADO

OBSERVACIONES(M2.)

LONGITUD(M)

ANCHO (M)PROGRESIVA DE

INICIOPROGRESIVA

FINAL

82.00 8+200 8+300 100.00 4.00 400.00 -

83.00 8+300 8+400 100.00 4.00 400.00 -

84.00 8+400 8+500 100.00 4.00 400.00 -

85.00 8+500 8+600 100.00 4.00 400.00 -

86.00 8+600 8+700 100.00 4.00 400.00 -

87.00 8+700 8+800 100.00 4.00 400.00 -

88.00 8+800 8+900 100.00 4.00 400.00 -

89.00 8+900 9+000 100.00 4.00 400.00 -

90.00 9+000 9+100 100.00 4.00 400.00 -

91.00 9+100 9+200 100.00 4.00 400.00 -

92.00 9+200 9+300 100.00 4.00 400.00 -

93.00 9+300 9+357 57.00 4.00 228.00 -

TOTAL METRADO 37,428.00

Plataforma de Rodadura 37,428.00

Plazoletas de Cruce 1,684.26

03.06.00 Perfilado y Compactado de Subrazante en Zona de Corte (R=4600 m2/dia) 39,112.26

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03.00.00 DRENAJE04.01.00 CUNETAS04.01.01 MOVIMIENTO DE TIERRAS04.01.01.01 Excavación de Cunetas Laterales

ESTACATRAMO LONGITUD TIPO DE MATERIAL DE CORTE

PROGRESIVA % % %

0 0+000 - 20.00 20.00 20.00 100% - 0% - 0%

2 0+020 - 20.00 20.00 20.00 100% - 0% - 0%

4 0+040 - 20.00 20.00 20.00 100% - 0% - 0%

6 0+060 - 20.00 20.00 20.00 100% - 0% - 0%

8 0+080 - 20.00 20.00 20.00 100% - 0% - 0%

10 0+100 - 20.00 20.00 20.00 100% - 0% - 0%

12 0+120 - 20.00 20.00 20.00 100% - 0% - 0%

14 0+140 - 20.00 20.00 20.00 100% - 0% - 0%

16 0+160 - 20.00 20.00 12.00 60% 6 30% 2 10%

18 0+180 - 20.00 20.00 12.00 60% 6 30% 2 10%

20 0+200 - 20.00 20.00 12.00 60% 6 30% 2 10%

22 0+220 - 20.00 20.00 18.00 90% 2 10% - 0%

24 0+240 20.00 - 20.00 18.00 90% 2 10% - 0%

26 0+260 20.00 - 20.00 12.00 60% 8 40% - 0%

28 0+280 20.00 - 20.00 12.00 60% 8 40% - 0%

30 0+300 20.00 - 20.00 12.00 60% 8 40% - 0%

32 0+320 20.00 - 20.00 12.00 60% 8 40% - 0%

34 0+340 20.00 - 20.00 12.00 60% 8 40% - 0%

36 0+360 20.00 - 20.00 12.00 60% 8 40% - 0%

38 0+380 20.00 - 20.00 12.00 60% 8 40% - 0%

40 0+400 20.00 - 20.00 12.00 60% 8 40% - 0%

42 0+420 20.00 - 20.00 12.00 60% 8 40% - 0%

44 0+440 20.00 - 20.00 12.00 60% 8 40% - 0%

46 0+460 20.00 - 20.00 12.00 60% 8 40% - 0%

48 0+480 20.00 - 20.00 12.00 60% 8 40% - 0%

50 0+500 20.00 - 20.00 12.00 60% 8 40% - 0%

52 0+520 20.00 - 20.00 12.00 60% 8 40% - 0%

54 0+540 20.00 - 20.00 12.00 60% 8 40% - 0%

56 0+560 20.00 - 20.00 12.00 60% 8 40% - 0%

58 0+580 20.00 - 20.00 12.00 60% 8 40% - 0%

60 0+600 20.00 - 20.00 12.00 60% 8 40% - 0%

62 0+620 20.00 - 20.00 12.00 60% 8 40% - 0%

64 0+640 20.00 - 20.00 18.00 90% 2 10% - 0%

66 0+660 20.00 - 20.00 18.00 90% 2 10% - 0%

68 0+680 20.00 - 20.00 18.00 90% 2 10% - 0%

70 0+700 20.00 - 20.00 18.00 90% 2 10% - 0%

72 0+720 20.00 - 20.00 14.00 70% 6 30% - 0%

74 0+740 20.00 - 20.00 14.00 70% 6 30% - 0%

76 0+760 20.00 - 20.00 14.00 70% 6 30% - 0%

78 0+780 20.00 - 20.00 14.00 70% 6 30% - 0%

80 0+800 20.00 - 20.00 14.00 70% 6 30% - 0%

LONGITUD TOTAL

(m)DERECHA (M.)

IZQUIERDA (M.)

Material Suelto

Roca Suelta

Roca Fija

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ESTACATRAMO LONGITUD TIPO DE MATERIAL DE CORTE

PROGRESIVA % % %

LONGITUD TOTAL

(m)DERECHA (M.)

IZQUIERDA (M.)

Material Suelto

Roca Suelta

Roca Fija

82 0+820 20.00 - 20.00 14.00 70% 6 30% - 0%

84 0+840 20.00 - 20.00 14.00 70% 6 30% - 0%

86 0+860 20.00 - 20.00 18.00 90% 2 10% - 0%

88 0+880 20.00 - 20.00 18.00 90% 2 10% - 0%

90 0+900 20.00 - 20.00 18.00 90% 2 10% - 0%

92 0+920 20.00 - 20.00 18.00 90% 2 10% - 0%

94 0+940 20.00 - 20.00 18.00 90% 2 10% - 0%

96 0+960 20.00 - 20.00 18.00 90% 2 10% - 0%

98 0+980 20.00 - 20.00 18.00 90% 2 10% - 0%

100 1+000 20.00 - 20.00 18.00 90% 2 10% - 0%

102 1+020 20.00 - 20.00 18.00 90% 2 10% - 0%

104 1+040 20.00 - 20.00 18.00 90% 2 10% - 0%

106 1+060 20.00 - 20.00 18.00 90% 2 10% - 0%

108 1+080 20.00 - 20.00 18.00 90% 2 10% - 0%

110 1+100 20.00 - 20.00 18.00 90% 2 10% - 0%

112 1+120 20.00 - 20.00 18.00 90% 2 10% - 0%

114 1+140 20.00 - 20.00 18.00 90% 2 10% - 0%

116 1+160 20.00 - 20.00 8.00 40% 4 20% 8 40%

118 1+180 20.00 - 20.00 8.00 40% 4 20% 8 40%

120 1+200 20.00 - 20.00 8.00 40% 4 20% 8 40%

122 1+220 20.00 - 20.00 8.00 40% 4 20% 8 40%

124 1+240 20.00 - 20.00 8.00 40% 4 20% 8 40%

126 1+260 20.00 - 20.00 8.00 40% 4 20% 8 40%

128 1+280 20.00 - 20.00 8.00 40% 4 20% 8 40%

130 1+300 20.00 - 20.00 8.00 40% 4 20% 8 40%

132 1+320 20.00 - 20.00 14.00 70% 6 30% - 0%

134 1+340 20.00 - 20.00 14.00 70% 6 30% - 0%

136 1+360 20.00 - 20.00 14.00 70% 6 30% - 0%

138 1+380 20.00 - 20.00 14.00 70% 6 30% - 0%

140 1+400 20.00 - 20.00 14.00 70% 6 30% - 0%

142 1+420 20.00 - 20.00 14.00 70% 6 30% - 0%

144 1+440 20.00 - 20.00 14.00 70% 6 30% - 0%

146 1+460 20.00 - 20.00 14.00 70% 6 30% - 0%

148 1+480 20.00 - 20.00 14.00 70% 6 30% - 0%

150 1+500 20.00 - 20.00 14.00 70% 6 30% - 0%

152 1+520 20.00 - 20.00 14.00 70% 6 30% - 0%

154 1+540 20.00 - 20.00 17.00 85% 2 10% 1 5%

156 1+560 20.00 - 20.00 17.00 85% 2 10% 1 5%

158 1+580 20.00 - 20.00 17.00 85% 2 10% 1 5%

160 1+600 20.00 - 20.00 17.00 85% 2 10% 1 5%

162 1+620 20.00 - 20.00 17.00 85% 2 10% 1 5%

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ESTACATRAMO LONGITUD TIPO DE MATERIAL DE CORTE

PROGRESIVA % % %

LONGITUD TOTAL

(m)DERECHA (M.)

IZQUIERDA (M.)

Material Suelto

Roca Suelta

Roca Fija

164 1+640 20.00 - 20.00 17.00 85% 2 10% 1 5%

166 1+660 20.00 - 20.00 17.00 85% 2 10% 1 5%

168 1+680 20.00 - 20.00 17.00 85% 2 10% 1 5%

170 1+700 20.00 - 20.00 2.00 10% 2 10% 16 80%

172 1+720 20.00 - 20.00 2.00 10% 2 10% 16 80%

174 1+740 20.00 - 20.00 2.00 10% 2 10% 16 80%

176 1+760 20.00 - 20.00 2.00 10% 2 10% 16 80%

178 1+780 20.00 - 20.00 2.00 10% 2 10% 16 80%

180 1+800 20.00 - 20.00 2.00 10% 2 10% 16 80%

182 1+820 20.00 - 20.00 2.00 10% 2 10% 16 80%

184 1+840 20.00 - 20.00 2.00 10% 2 10% 16 80%

186 1+860 20.00 - 20.00 2.00 10% 2 10% 16 80%

188 1+880 20.00 - 20.00 2.00 10% 2 10% 16 80%

190 1+900 20.00 - 20.00 2.00 10% 2 10% 16 80%

192 1+920 20.00 - 20.00 2.00 10% 2 10% 16 80%

194 1+940 20.00 - 20.00 2.00 10% 2 10% 16 80%

196 1+960 20.00 - 20.00 2.00 10% 2 10% 16 80%

198 1+980 20.00 - 20.00 18.00 90% 2 10% - 0%

200 2+000 20.00 - 20.00 18.00 90% 2 10% - 0%

202 2+020 - 20.00 20.00 18.00 90% 2 10% - 0%

204 2+040 - 20.00 20.00 18.00 90% 2 10% - 0%

206 2+060 - 20.00 20.00 18.00 90% 2 10% - 0%

208 2+080 - 20.00 20.00 18.00 90% 2 10% - 0%

210 2+100 - 20.00 20.00 18.00 90% 2 10% - 0%

212 2+120 - 20.00 20.00 18.00 90% 2 10% - 0%

214 2+140 - 20.00 20.00 18.00 90% 2 10% - 0%

216 2+160 - 20.00 20.00 18.00 90% 2 10% - 0%

218 2+180 - 20.00 20.00 18.00 90% 2 10% - 0%

220 2+200 - 20.00 20.00 18.00 90% 2 10% - 0%

222 2+220 - 20.00 20.00 18.00 90% 2 10% - 0%

224 2+240 - 20.00 20.00 18.00 90% 2 10% - 0%

226 2+260 - 20.00 20.00 18.00 90% 2 10% - 0%

228 2+280 - 20.00 20.00 16.00 80% 4 20% - 0%

230 2+300 - 20.00 20.00 16.00 80% 4 20% - 0%

232 2+320 - 20.00 20.00 16.00 80% 4 20% - 0%

234 2+340 - 20.00 20.00 16.00 80% 4 20% - 0%

236 2+360 - 20.00 20.00 16.00 80% 4 20% - 0%

238 2+380 - 20.00 20.00 16.00 80% 4 20% - 0%

240 2+400 - 20.00 20.00 16.00 80% 4 20% - 0%

242 2+420 - 20.00 20.00 16.00 80% 4 20% - 0%

244 2+440 - 20.00 20.00 19.00 95% 1 5% - 0%

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ESTACATRAMO LONGITUD TIPO DE MATERIAL DE CORTE

PROGRESIVA % % %

LONGITUD TOTAL

(m)DERECHA (M.)

IZQUIERDA (M.)

Material Suelto

Roca Suelta

Roca Fija

246 2+460 - 20.00 20.00 19.00 95% 1 5% - 0%

248 2+480 - 20.00 20.00 19.00 95% 1 5% - 0%

250 2+500 - 20.00 20.00 19.00 95% 1 5% - 0%

252 2+520 - 20.00 20.00 19.00 95% 1 5% - 0%

254 2+540 - 20.00 20.00 19.00 95% 1 5% - 0%

256 2+560 - 20.00 20.00 19.00 95% 1 5% - 0%

258 2+580 - 20.00 20.00 19.00 95% 1 5% - 0%

260 2+600 - 20.00 20.00 19.00 95% 1 5% - 0%

262 2+620 - 20.00 20.00 19.00 95% 1 5% - 0%

264 2+640 - 20.00 20.00 19.00 95% 1 5% - 0%

266 2+660 - 20.00 20.00 19.00 95% 1 5% - 0%

268 2+680 - 20.00 20.00 19.00 95% 1 5% - 0%

270 2+700 - 20.00 20.00 16.00 80% 4 20% - 0%

272 2+720 - 20.00 20.00 16.00 80% 4 20% - 0%

274 2+740 - 20.00 20.00 16.00 80% 4 20% - 0%

276 2+760 - 20.00 20.00 16.00 80% 4 20% - 0%

278 2+780 - 20.00 20.00 16.00 80% 4 20% - 0%

280 2+800 - 20.00 20.00 16.00 80% 4 20% - 0%

282 2+820 - 20.00 20.00 16.00 80% 4 20% - 0%

284 2+840 - 20.00 20.00 16.00 80% 4 20% - 0%

286 2+860 - 20.00 20.00 16.00 80% 4 20% - 0%

288 2+880 - 20.00 20.00 16.00 80% 4 20% - 0%

290 2+900 20.00 - 20.00 16.00 80% 4 20% - 0%

292 2+920 20.00 - 20.00 16.00 80% 4 20% - 0%

294 2+940 20.00 - 20.00 16.00 80% 4 20% - 0%

296 2+960 20.00 - 20.00 16.00 80% 4 20% - 0%

298 2+980 20.00 - 20.00 19.00 95% 1 5% - 0%

300 3+000 20.00 - 20.00 19.00 95% 1 5% - 0%

302 3+020 20.00 - 20.00 19.00 95% 1 5% - 0%

304 3+040 20.00 - 20.00 19.00 95% 1 5% - 0%

306 3+060 20.00 - 20.00 19.00 95% 1 5% - 0%

308 3+080 20.00 - 20.00 19.00 95% 1 5% - 0%

310 3+100 20.00 - 20.00 19.00 95% 1 5% - 0%

312 3+120 20.00 - 20.00 19.00 95% 1 5% - 0%

314 3+140 20.00 - 20.00 19.00 95% 1 5% - 0%

316 3+160 20.00 - 20.00 19.00 95% 1 5% - 0%

318 3+180 20.00 - 20.00 19.00 95% 1 5% - 0%

320 3+200 20.00 - 20.00 19.00 95% 1 5% - 0%

322 3+220 20.00 - 20.00 19.00 95% 1 5% - 0%

324 3+240 20.00 - 20.00 19.00 95% 1 5% - 0%

326 3+260 20.00 - 20.00 19.00 95% 1 5% - 0%

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ESTACATRAMO LONGITUD TIPO DE MATERIAL DE CORTE

PROGRESIVA % % %

LONGITUD TOTAL

(m)DERECHA (M.)

IZQUIERDA (M.)

Material Suelto

Roca Suelta

Roca Fija

328 3+280 20.00 - 20.00 19.00 95% 1 5% - 0%

330 3+300 20.00 - 20.00 19.00 95% 1 5% - 0%

332 3+320 20.00 - 20.00 19.00 95% 1 5% - 0%

334 3+340 20.00 - 20.00 19.00 95% 1 5% - 0%

336 3+360 20.00 - 20.00 19.00 95% 1 5% - 0%

338 3+380 20.00 - 20.00 19.00 95% 1 5% - 0%

340 3+400 20.00 - 20.00 19.00 95% 1 5% - 0%

342 3+420 20.00 - 20.00 19.00 95% 1 5% - 0%

344 3+440 20.00 - 20.00 19.00 95% 1 5% - 0%

346 3+460 20.00 - 20.00 19.00 95% 1 5% - 0%

348 3+480 20.00 - 20.00 19.00 95% 1 5% - 0%

350 3+500 20.00 - 20.00 19.00 95% 1 5% - 0%

352 3+520 20.00 - 20.00 19.00 95% 1 5% - 0%

354 3+540 20.00 - 20.00 19.00 95% 1 5% - 0%

356 3+560 20.00 - 20.00 18.00 90% 2 10% - 0%

358 3+580 20.00 - 20.00 18.00 90% 2 10% - 0%

360 3+600 20.00 - 20.00 18.00 90% 2 10% - 0%

362 3+620 20.00 - 20.00 20.00 100% - 0% - 0%

364 3+640 20.00 - 20.00 20.00 100% - 0% - 0%

366 3+660 20.00 - 20.00 20.00 100% - 0% - 0%

368 3+680 20.00 - 20.00 20.00 100% - 0% - 0%

370 3+700 20.00 - 20.00 20.00 100% - 0% - 0%

372 3+720 20.00 - 20.00 20.00 100% - 0% - 0%

374 3+740 20.00 - 20.00 20.00 100% - 0% - 0%

376 3+760 20.00 - 20.00 20.00 100% - 0% - 0%

378 3+780 20.00 - 20.00 18.00 90% 2 10% - 0%

380 3+800 20.00 - 20.00 18.00 90% 2 10% - 0%

382 3+820 20.00 - 20.00 18.00 90% 2 10% - 0%

384 3+840 20.00 - 20.00 18.00 90% 2 10% - 0%

386 3+860 20.00 - 20.00 18.00 90% 2 10% - 0%

388 3+880 20.00 - 20.00 18.00 90% 2 10% - 0%

390 3+900 20.00 - 20.00 18.00 90% 2 10% - 0%

392 3+920 20.00 - 20.00 18.00 90% 2 10% - 0%

394 3+940 20.00 - 20.00 18.00 90% 2 10% - 0%

396 3+960 20.00 - 20.00 18.00 90% 2 10% - 0%

398 3+980 20.00 - 20.00 18.00 90% 2 10% - 0%

400 4+000 20.00 - 20.00 18.00 90% 2 10% - 0%

402 4+020 20.00 - 20.00 18.00 90% 2 10% - 0%

404 4+040 20.00 - 20.00 18.00 90% 2 10% - 0%

406 4+060 20.00 - 20.00 18.00 90% 2 10% - 0%

408 4+080 20.00 - 20.00 18.00 90% 2 10% - 0%

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ESTACATRAMO LONGITUD TIPO DE MATERIAL DE CORTE

PROGRESIVA % % %

LONGITUD TOTAL

(m)DERECHA (M.)

IZQUIERDA (M.)

Material Suelto

Roca Suelta

Roca Fija

410 4+100 20.00 - 20.00 18.00 90% 2 10% - 0%

412 4+120 20.00 - 20.00 18.00 90% 2 10% - 0%

414 4+140 20.00 - 20.00 20.00 100% - 0% - 0%

416 4+160 20.00 - 20.00 20.00 100% - 0% - 0%

418 4+180 20.00 - 20.00 20.00 100% - 0% - 0%

420 4+200 20.00 - 20.00 20.00 100% - 0% - 0%

422 4+220 20.00 - 20.00 20.00 100% - 0% - 0%

424 4+240 20.00 - 20.00 20.00 100% - 0% - 0%

426 4+260 20.00 - 20.00 16.00 80% 4 20% - 0%

428 4+280 20.00 - 20.00 16.00 80% 4 20% - 0%

430 4+300 20.00 - 20.00 16.00 80% 4 20% - 0%

432 4+320 20.00 - 20.00 16.00 80% 4 20% - 0%

434 4+340 20.00 - 20.00 16.00 80% 4 20% - 0%

436 4+360 20.00 - 20.00 4.00 20% 6 30% 10 50%

438 4+380 20.00 - 20.00 4.00 20% 6 30% 10 50%

440 4+400 20.00 - 20.00 4.00 20% 6 30% 10 50%

442 4+420 20.00 - 20.00 4.00 20% 6 30% 10 50%

444 4+440 20.00 - 20.00 4.00 20% 6 30% 10 50%

446 4+460 20.00 - 20.00 4.00 20% 6 30% 10 50%

448 4+480 20.00 - 20.00 4.00 20% 6 30% 10 50%

450 4+500 20.00 - 20.00 4.00 20% 6 30% 10 50%

452 4+520 20.00 - 20.00 4.00 20% 6 30% 10 50%

454 4+540 20.00 - 20.00 4.00 20% 6 30% 10 50%

456 4+560 20.00 - 20.00 4.00 20% 6 30% 10 50%

458 4+580 20.00 - 20.00 18.00 90% 2 10% - 0%

460 4+600 20.00 - 20.00 18.00 90% 2 10% - 0%

462 4+620 20.00 - 20.00 4.00 20% 6 30% 10 50%

464 4+640 20.00 - 20.00 4.00 20% 6 30% 10 50%

466 4+660 20.00 - 20.00 4.00 20% 6 30% 10 50%

468 4+680 20.00 - 20.00 4.00 20% 6 30% 10 50%

470 4+700 20.00 - 20.00 4.00 20% 6 30% 10 50%

472 4+720 20.00 - 20.00 4.00 20% 6 30% 10 50%

474 4+740 20.00 - 20.00 4.00 20% 6 30% 10 50%

476 4+760 20.00 - 20.00 4.00 20% 6 30% 10 50%

478 4+780 20.00 - 20.00 4.00 20% 6 30% 10 50%

480 4+800 20.00 - 20.00 4.00 20% 6 30% 10 50%

482 4+820 20.00 - 20.00 4.00 20% 6 30% 10 50%

484 4+840 20.00 - 20.00 4.00 20% 6 30% 10 50%

486 4+860 20.00 - 20.00 4.00 20% 6 30% 10 50%

488 4+880 20.00 - 20.00 4.00 20% 6 30% 10 50%

490 4+900 20.00 - 20.00 14.00 70% 4 20% 2 10%

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ESTACATRAMO LONGITUD TIPO DE MATERIAL DE CORTE

PROGRESIVA % % %

LONGITUD TOTAL

(m)DERECHA (M.)

IZQUIERDA (M.)

Material Suelto

Roca Suelta

Roca Fija

492 4+920 20.00 - 20.00 14.00 70% 4 20% 2 10%

494 4+940 20.00 - 20.00 14.00 70% 4 20% 2 10%

496 4+960 20.00 - 20.00 19.00 95% 1 5% - 0%

498 4+980 20.00 - 20.00 19.00 95% 1 5% - 0%

500 5+000 20.00 - 20.00 19.00 95% 1 5% - 0%

502 5+020 20.00 - 20.00 16.00 80% 4 20% - 0%

504 5+040 20.00 - 20.00 16.00 80% 4 20% - 0%

506 5+060 20.00 - 20.00 16.00 80% 4 20% - 0%

508 5+080 20.00 - 20.00 16.00 80% 4 20% - 0%

510 5+100 20.00 - 20.00 16.00 80% 4 20% - 0%

512 5+120 20.00 - 20.00 16.00 80% 4 20% - 0%

514 5+140 20.00 - 20.00 16.00 80% 4 20% - 0%

516 5+160 20.00 - 20.00 16.00 80% 4 20% - 0%

518 5+180 20.00 - 20.00 19.00 95% 1 5% - 0%

520 5+200 20.00 - 20.00 19.00 95% 1 5% - 0%

522 5+220 20.00 - 20.00 19.00 95% 1 5% - 0%

524 5+240 20.00 - 20.00 19.00 95% 1 5% - 0%

526 5+260 20.00 - 20.00 19.00 95% 1 5% - 0%

528 5+280 20.00 - 20.00 19.00 95% 1 5% - 0%

530 5+300 20.00 - 20.00 19.00 95% 1 5% - 0%

532 5+320 20.00 - 20.00 19.00 95% 1 5% - 0%

534 5+340 20.00 - 20.00 19.00 95% 1 5% - 0%

536 5+360 20.00 - 20.00 19.00 95% 1 5% - 0%

538 5+380 20.00 - 20.00 19.00 95% 1 5% - 0%

540 5+400 20.00 - 20.00 19.00 95% 1 5% - 0%

542 5+420 20.00 - 20.00 19.00 95% 1 5% - 0%

544 5+440 20.00 - 20.00 19.00 95% 1 5% - 0%

546 5+460 20.00 - 20.00 19.00 95% 1 5% - 0%

548 5+480 20.00 - 20.00 19.00 95% 1 5% - 0%

550 5+500 20.00 - 20.00 19.00 95% 1 5% - 0%

552 5+520 20.00 - 20.00 19.00 95% 1 5% - 0%

554 5+540 20.00 - 20.00 19.00 95% 1 5% - 0%

556 5+560 20.00 - 20.00 16.00 80% 4 20% - 0%

558 5+580 20.00 - 20.00 16.00 80% 4 20% - 0%

560 5+600 20.00 - 20.00 16.00 80% 4 20% - 0%

562 5+620 20.00 - 20.00 16.00 80% 4 20% - 0%

564 5+640 20.00 - 20.00 16.00 80% 4 20% - 0%

566 5+660 20.00 - 20.00 16.00 80% 4 20% - 0%

568 5+680 20.00 - 20.00 16.00 80% 4 20% - 0%

570 5+700 20.00 - 20.00 16.00 80% 4 20% - 0%

572 5+720 20.00 - 20.00 16.00 80% 4 20% - 0%

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ESTACATRAMO LONGITUD TIPO DE MATERIAL DE CORTE

PROGRESIVA % % %

LONGITUD TOTAL

(m)DERECHA (M.)

IZQUIERDA (M.)

Material Suelto

Roca Suelta

Roca Fija

574 5+740 20.00 - 20.00 16.00 80% 4 20% - 0%

576 5+760 20.00 - 20.00 16.00 80% 4 20% - 0%

578 5+780 20.00 - 20.00 16.00 80% 4 20% - 0%

580 5+800 20.00 - 20.00 16.00 80% 4 20% - 0%

582 5+820 20.00 - 20.00 16.00 80% 4 20% - 0%

584 5+840 20.00 - 20.00 16.00 80% 4 20% - 0%

586 5+860 20.00 - 20.00 16.00 80% 4 20% - 0%

588 5+880 20.00 - 20.00 16.00 80% 4 20% - 0%

590 5+900 20.00 - 20.00 16.00 80% 4 20% - 0%

592 5+920 20.00 - 20.00 16.00 80% 4 20% - 0%

594 5+940 20.00 - 20.00 16.00 80% 4 20% - 0%

596 5+960 20.00 - 20.00 10.00 50% 10 50% - 0%

598 5+980 20.00 - 20.00 10.00 50% 10 50% - 0%

600 6+000 20.00 - 20.00 10.00 50% 10 50% - 0%

602 6+020 20.00 - 20.00 6.00 30% 6 30% 8 40%

604 6+040 20.00 - 20.00 6.00 30% 6 30% 8 40%

606 6+060 20.00 - 20.00 6.00 30% 6 30% 8 40%

608 6+080 20.00 - 20.00 6.00 30% 6 30% 8 40%

610 6+100 20.00 - 20.00 6.00 30% 6 30% 8 40%

612 6+120 20.00 - 20.00 6.00 30% 6 30% 8 40%

614 6+140 20.00 - 20.00 6.00 30% 6 30% 8 40%

616 6+160 20.00 - 20.00 6.00 30% 6 30% 8 40%

618 6+180 20.00 - 20.00 6.00 30% 6 30% 8 40%

620 6+200 20.00 - 20.00 6.00 30% 6 30% 8 40%

622 6+220 20.00 - 20.00 16.00 80% 4 20% - 0%

624 6+240 20.00 - 20.00 16.00 80% 4 20% - 0%

626 6+260 20.00 - 20.00 16.00 80% 4 20% - 0%

628 6+280 20.00 - 20.00 16.00 80% 4 20% - 0%

630 6+300 20.00 - 20.00 16.00 80% 4 20% - 0%

632 6+320 20.00 - 20.00 16.00 80% 4 20% - 0%

634 6+340 20.00 - 20.00 16.00 80% 4 20% - 0%

636 6+360 20.00 - 20.00 16.00 80% 4 20% - 0%

638 6+380 20.00 - 20.00 16.00 80% 4 20% - 0%

640 6+400 20.00 - 20.00 16.00 80% 4 20% - 0%

642 6+420 20.00 - 20.00 12.00 60% 4 20% 4 20%

644 6+440 20.00 - 20.00 12.00 60% 4 20% 4 20%

646 6+460 20.00 - 20.00 12.00 60% 4 20% 4 20%

648 6+480 20.00 - 20.00 12.00 60% 4 20% 4 20%

650 6+500 20.00 - 20.00 12.00 60% 4 20% 4 20%

652 6+520 - 20.00 20.00 12.00 60% 4 20% 4 20%

654 6+540 - 20.00 20.00 12.00 60% 4 20% 4 20%

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03.00.00 DRENAJE04.01.00 CUNETAS04.01.01 MOVIMIENTO DE TIERRAS04.01.01.01 Excavación de Cunetas Laterales

ESTACATRAMO LONGITUD TIPO DE MATERIAL DE CORTE

PROGRESIVA % % %

LONGITUD TOTAL

(m)DERECHA (M.)

IZQUIERDA (M.)

Material Suelto

Roca Suelta

Roca Fija

656 6+560 - 20.00 20.00 12.00 60% 4 20% 4 20%

658 6+580 - 20.00 20.00 12.00 60% 4 20% 4 20%

660 6+600 - 20.00 20.00 12.00 60% 4 20% 4 20%

662 6+620 - 20.00 20.00 16.00 80% 4 20% - 0%

664 6+640 - 20.00 20.00 16.00 80% 4 20% - 0%

666 6+660 - 20.00 20.00 16.00 80% 4 20% - 0%

668 6+680 - 20.00 20.00 16.00 80% 4 20% - 0%

670 6+700 - 20.00 20.00 16.00 80% 4 20% - 0%

672 6+720 - 20.00 20.00 16.00 80% 4 20% - 0%

674 6+740 - 20.00 20.00 16.00 80% 4 20% - 0%

676 6+760 - 20.00 20.00 16.00 80% 4 20% - 0%

678 6+780 - 20.00 20.00 16.00 80% 4 20% - 0%

680 6+800 - 20.00 20.00 16.00 80% 4 20% - 0%

682 6+820 - 20.00 20.00 16.00 80% 4 20% - 0%

684 6+840 - 20.00 20.00 16.00 80% 4 20% - 0%

686 6+860 - 20.00 20.00 16.00 80% 4 20% - 0%

688 6+880 - 20.00 20.00 16.00 80% 4 20% - 0%

690 6+900 - 20.00 20.00 16.00 80% 4 20% - 0%

692 6+920 - 20.00 20.00 16.00 80% 4 20% - 0%

694 6+940 - 20.00 20.00 16.00 80% 4 20% - 0%

696 6+960 - 20.00 20.00 16.00 80% 4 20% - 0%

698 6+980 - 20.00 20.00 16.00 80% 4 20% - 0%

700 7+000 - 20.00 20.00 16.00 80% 4 20% - 0%

702 7+020 - 20.00 20.00 16.00 80% 4 20% - 0%

704 7+040 - 20.00 20.00 16.00 80% 4 20% - 0%

706 7+060 - 20.00 20.00 16.00 80% 4 20% - 0%

708 7+080 - 20.00 20.00 14.00 70% 6 30% - 0%

710 7+100 - 20.00 20.00 14.00 70% 6 30% - 0%

712 7+120 - 20.00 20.00 14.00 70% 6 30% - 0%

714 7+140 - 20.00 20.00 14.00 70% 6 30% - 0%

716 7+160 - 20.00 20.00 14.00 70% 6 30% - 0%

718 7+180 - 20.00 20.00 14.00 70% 6 30% - 0%

720 7+200 - 20.00 20.00 14.00 70% 6 30% - 0%

722 7+220 - 20.00 20.00 14.00 70% 6 30% - 0%

724 7+240 - 20.00 20.00 14.00 70% 6 30% - 0%

726 7+260 - 20.00 20.00 14.00 70% 6 30% - 0%

728 7+280 - 20.00 20.00 14.00 70% 6 30% - 0%

730 7+300 - 20.00 20.00 16.00 80% 4 20% - 0%

732 7+320 20.00 - 20.00 16.00 80% 4 20% - 0%

734 7+340 20.00 - 20.00 16.00 80% 4 20% - 0%

736 7+360 20.00 - 20.00 16.00 80% 4 20% - 0%

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03.00.00 DRENAJE04.01.00 CUNETAS04.01.01 MOVIMIENTO DE TIERRAS04.01.01.01 Excavación de Cunetas Laterales

ESTACATRAMO LONGITUD TIPO DE MATERIAL DE CORTE

PROGRESIVA % % %

LONGITUD TOTAL

(m)DERECHA (M.)

IZQUIERDA (M.)

Material Suelto

Roca Suelta

Roca Fija

738 7+380 20.00 - 20.00 16.00 80% 4 20% - 0%

740 7+400 20.00 - 20.00 16.00 80% 4 20% - 0%

742 7+420 20.00 - 20.00 16.00 80% 4 20% - 0%

744 7+440 20.00 - 20.00 16.00 80% 4 20% - 0%

746 7+460 20.00 - 20.00 16.00 80% 4 20% - 0%

748 7+480 20.00 - 20.00 16.00 80% 4 20% - 0%

750 7+500 20.00 - 20.00 16.00 80% 4 20% - 0%

752 7+520 20.00 - 20.00 16.00 80% 4 20% - 0%

754 7+540 20.00 - 20.00 16.00 80% 4 20% - 0%

756 7+560 20.00 - 20.00 12.00 60% 8 40% - 0%

758 7+580 20.00 - 20.00 12.00 60% 8 40% - 0%

760 7+600 20.00 - 20.00 12.00 60% 8 40% - 0%

762 7+620 20.00 - 20.00 12.00 60% 8 40% - 0%

764 7+640 20.00 - 20.00 12.00 60% 8 40% - 0%

766 7+660 20.00 - 20.00 12.00 60% 8 40% - 0%

768 7+680 20.00 - 20.00 12.00 60% 8 40% - 0%

770 7+700 20.00 - 20.00 12.00 60% 8 40% - 0%

772 7+720 20.00 - 20.00 12.00 60% 8 40% - 0%

774 7+740 20.00 - 20.00 12.00 60% 8 40% - 0%

776 7+760 20.00 - 20.00 12.00 60% 8 40% - 0%

778 7+780 20.00 - 20.00 12.00 60% 8 40% - 0%

780 7+800 20.00 - 20.00 12.00 60% 8 40% - 0%

782 7+820 20.00 - 20.00 12.00 60% 8 40% - 0%

784 7+840 20.00 - 20.00 12.00 60% 8 40% - 0%

786 7+860 20.00 - 20.00 12.00 60% 8 40% - 0%

788 7+880 20.00 - 20.00 12.00 60% 8 40% - 0%

790 7+900 20.00 - 20.00 12.00 60% 8 40% - 0%

792 7+920 20.00 - 20.00 12.00 60% 8 40% - 0%

794 7+940 20.00 - 20.00 12.00 60% 8 40% - 0%

796 7+960 20.00 - 20.00 12.00 60% 8 40% - 0%

798 7+980 20.00 - 20.00 12.00 60% 8 40% - 0%

800 8+000 20.00 - 20.00 12.00 60% 8 40% - 0%

802 8+020 20.00 - 20.00 12.00 60% 8 40% - 0%

804 8+040 20.00 - 20.00 12.00 60% 8 40% - 0%

806 8+060 20.00 - 20.00 12.00 60% 8 40% - 0%

808 8+080 20.00 - 20.00 12.00 60% 8 40% - 0%

810 8+100 20.00 - 20.00 12.00 60% 8 40% - 0%

812 8+120 20.00 - 20.00 17.00 85% 3 15% - 0%

814 8+140 20.00 - 20.00 17.00 85% 3 15% - 0%

816 8+160 20.00 - 20.00 14.00 70% 4 20% 2 10%

818 8+180 20.00 - 20.00 14.00 70% 4 20% 2 10%

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03.00.00 DRENAJE04.01.00 CUNETAS04.01.01 MOVIMIENTO DE TIERRAS04.01.01.01 Excavación de Cunetas Laterales

ESTACATRAMO LONGITUD TIPO DE MATERIAL DE CORTE

PROGRESIVA % % %

LONGITUD TOTAL

(m)DERECHA (M.)

IZQUIERDA (M.)

Material Suelto

Roca Suelta

Roca Fija

820 8+200 20.00 - 20.00 3.00 15% 15 75% 2 10%

822 8+220 20.00 - 20.00 3.00 15% 15 75% 2 10%

824 8+240 20.00 - 20.00 3.00 15% 15 75% 2 10%

826 8+260 20.00 - 20.00 3.00 15% 15 75% 2 10%

828 8+280 20.00 - 20.00 3.00 15% 15 75% 2 10%

830 8+300 20.00 - 20.00 3.00 15% 15 75% 2 10%

832 8+320 20.00 - 20.00 #REF! ### #REF! ### #REF! ###

834 8+340 20.00 - 20.00 #REF! ### #REF! ### #REF! ###

836 8+357 20.00 - 20.00 #REF! ### #REF! ### #REF! ###

TOTAL METRADO 8,380.00 #REF! #REF! #REF!

02.06.00 Excavacion de Cunetas en Material Suelto #REF! Km

02.07.00 Excavacion de Cunetas en Roca Suelta #REF! Km

02.08.00 Excavacion de Cunetas en Roca Fija #REF! Km

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03.00.00CONFORMACION DE SUPERFICIE DE RODADURA

#REF! #REF!

NUMEROTRAMO LONGITUD ANCHO ESPESOR

(M) (M) (M) (M2)

0.00 0+000 0+100 100.00 4.00 0.15 400.00 72.00

1.00 0+100 0+200 100.00 4.00 0.15 400.00 72.00

2.00 0+200 0+300 100.00 4.00 0.15 400.00 72.00

3.00 0+300 0+400 100.00 4.00 0.15 400.00 72.00

4.00 0+400 0+500 100.00 4.00 0.15 400.00 72.00

5.00 0+500 0+600 100.00 4.00 0.15 400.00 72.00

6.00 0+600 0+700 100.00 4.00 0.15 400.00 72.00

7.00 0+700 0+800 100.00 4.00 0.15 400.00 72.00

8.00 0+800 0+900 100.00 4.00 0.15 400.00 72.00

9.00 0+900 1+000 100.00 4.00 0.15 400.00 72.00

10.00 1+000 1+100 100.00 4.00 0.15 400.00 72.00

11.00 1+100 1+200 100.00 4.00 0.15 400.00 72.00

12.00 1+200 1+300 100.00 4.00 0.15 400.00 72.00

13.00 1+300 1+400 100.00 4.00 0.15 400.00 72.00

14.00 1+400 1+500 100.00 4.00 0.15 400.00 72.00

15.00 1+500 1+600 100.00 4.00 0.15 400.00 72.00

16.00 1+600 1+700 100.00 4.00 0.15 400.00 72.00

17.00 1+700 1+800 100.00 4.00 0.15 400.00 72.00

18.00 1+800 1+900 100.00 4.00 0.15 400.00 72.00

19.00 1+900 2+000 100.00 4.00 0.15 400.00 72.00

20.00 2+000 2+100 100.00 4.00 0.15 400.00 72.00

21.00 2+100 2+200 100.00 4.00 0.15 400.00 72.00

22.00 2+200 2+300 100.00 4.00 0.15 400.00 72.00

23.00 2+300 2+400 100.00 4.00 0.15 400.00 72.00

24.00 2+400 2+500 100.00 4.00 0.15 400.00 72.00

25.00 2+500 2+600 100.00 4.00 0.15 400.00 72.00

26.00 2+600 2+700 100.00 4.00 0.15 400.00 72.00

27.00 2+700 2+800 100.00 4.00 0.15 400.00 72.00

28.00 2+800 2+900 100.00 4.00 0.15 400.00 72.00

29.00 2+900 3+000 100.00 4.00 0.15 400.00 72.00

30.00 3+000 3+100 100.00 4.00 0.15 400.00 72.00

31.00 3+100 3+200 100.00 4.00 0.15 400.00 72.00

32.00 3+200 3+300 100.00 4.00 0.15 400.00 72.00

33.00 3+300 3+400 100.00 4.00 0.15 400.00 72.00

34.00 3+400 3+500 100.00 4.00 0.15 400.00 72.00

35.00 3+500 3+600 100.00 4.00 0.15 400.00 72.00

36.00 3+600 3+700 100.00 4.00 0.15 400.00 72.00

37.00 3+700 3+800 100.00 4.00 0.15 400.00 72.00

38.00 3+800 3+900 100.00 4.00 0.15 400.00 72.00

39.00 3+900 4+000 100.00 4.00 0.15 400.00 72.00

40.00 4+000 4+100 100.00 4.00 0.15 400.00 72.00

AREA DE LASTRADO

VOLUMEN DE LASTRADO

PROGRES.INICIAL

PROGRESIVA FINAL

Exponjamiento 20% (M3)

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03.00.00CONFORMACION DE SUPERFICIE DE RODADURA

#REF! #REF!

NUMEROTRAMO LONGITUD ANCHO ESPESOR

(M) (M) (M) (M2)

AREA DE LASTRADO

VOLUMEN DE LASTRADO

PROGRES.INICIAL

PROGRESIVA FINAL

Exponjamiento 20% (M3)

41.00 4+100 4+200 100.00 4.00 0.15 400.00 72.00

42.00 4+200 4+300 100.00 4.00 0.15 400.00 72.00

43.00 4+300 4+400 100.00 4.00 0.15 400.00 72.00

44.00 4+400 4+500 100.00 4.00 0.15 400.00 72.00

45.00 4+500 4+600 100.00 4.00 0.15 400.00 72.00

46.00 4+600 4+700 100.00 4.00 0.15 400.00 72.00

47.00 4+700 4+800 100.00 4.00 0.15 400.00 72.00

48.00 4+800 4+900 100.00 4.00 0.15 400.00 72.00

49.00 4+900 5+000 100.00 4.00 0.15 400.00 72.00

50.00 5+000 5+100 100.00 4.00 0.15 400.00 72.00

51.00 5+100 5+200 100.00 4.00 0.15 400.00 72.00

52.00 5+200 5+300 100.00 4.00 0.15 400.00 72.00

53.00 5+300 5+400 100.00 4.00 0.15 400.00 72.00

54.00 5+400 5+500 100.00 4.00 0.15 400.00 72.00

55.00 5+500 5+600 100.00 4.00 0.15 400.00 72.00

56.00 5+600 5+700 100.00 4.00 0.15 400.00 72.00

57.00 5+700 5+800 100.00 4.00 0.15 400.00 72.00

58.00 5+800 5+900 100.00 4.00 0.15 400.00 72.00

59.00 5+900 6+000 100.00 4.00 0.15 400.00 72.00

60.00 6+000 6+100 100.00 4.00 0.15 400.00 72.00

61.00 6+100 6+200 100.00 4.00 0.15 400.00 72.00

62.00 6+200 6+300 100.00 4.00 0.15 400.00 72.00

63.00 6+300 6+400 100.00 4.00 0.15 400.00 72.00

64.00 6+400 6+500 100.00 4.00 0.15 400.00 72.00

65.00 6+500 6+600 100.00 4.00 0.15 400.00 72.00

66.00 6+600 6+700 100.00 4.00 0.15 400.00 72.00

67.00 6+700 6+800 100.00 4.00 0.15 400.00 72.00

68.00 6+800 6+900 100.00 4.00 0.15 400.00 72.00

69.00 6+900 7+000 100.00 4.00 0.15 400.00 72.00

70.00 7+000 7+100 100.00 4.00 0.15 400.00 72.00

71.00 7+100 7+200 100.00 4.00 0.15 400.00 72.00

72.00 7+200 7+300 100.00 4.00 0.15 400.00 72.00

73.00 7+300 7+400 100.00 4.00 0.15 400.00 72.00

74.00 7+400 7+500 100.00 4.00 0.15 400.00 72.00

75.00 7+500 7+600 100.00 4.00 0.15 400.00 72.00

76.00 7+600 7+700 100.00 4.00 0.15 400.00 72.00

77.00 7+700 7+800 100.00 4.00 0.15 400.00 72.00

78.00 7+800 7+900 100.00 4.00 0.15 400.00 72.00

79.00 7+900 8+000 100.00 4.00 0.15 400.00 72.00

80.00 8+000 8+100 100.00 4.00 0.15 400.00 72.00

81.00 8+100 8+200 100.00 4.00 0.15 400.00 72.00

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03.00.00CONFORMACION DE SUPERFICIE DE RODADURA

#REF! #REF!

NUMEROTRAMO LONGITUD ANCHO ESPESOR

(M) (M) (M) (M2)

AREA DE LASTRADO

VOLUMEN DE LASTRADO

PROGRES.INICIAL

PROGRESIVA FINAL

Exponjamiento 20% (M3)

82.00 8+200 8+300 100.00 4.00 0.15 400.00 72.00

83.00 8+300 8+400 100.00 4.00 0.15 400.00 72.00

84.00 8+400 8+500 100.00 4.00 0.15 400.00 72.00

85.00 8+500 8+600 100.00 4.00 0.15 400.00 72.00

86.00 8+600 8+700 100.00 4.00 0.15 400.00 72.00

87.00 8+700 8+800 100.00 4.00 0.15 400.00 72.00

88.00 8+800 8+900 100.00 4.00 0.15 400.00 72.00

89.00 8+900 9+000 100.00 4.00 0.15 400.00 72.00

90.00 9+000 9+100 100.00 4.00 0.15 400.00 72.00

91.00 9+100 9+200 100.00 4.00 0.15 400.00 72.00

92.00 9+200 9+300 100.00 4.00 0.15 400.00 72.00

93.00 9+300 9+400 100.00 4.00 0.15 400.00 72.00

94.00 9+400 9+500 100.00 4.00 0.15 400.00 72.00

95.00 9+500 9+600 100.00 4.00 0.15 400.00 72.00

96.00 9+600 9+700 100.00 4.00 0.15 400.00 72.00

97.00 9+700 9+800 100.00 4.00 0.15 400.00 72.00

98.00 9+800 9+900 100.00 4.00 0.15 400.00 72.00

99.00 9+900 10+000 100.00 4.00 0.15 400.00 72.00

100.00 10+000 10+100 100.00 4.00 0.15 400.00 72.00

101.00 10+100 10+200 100.00 4.00 0.15 400.00 72.00

102.00 10+200 10+300 100.00 4.00 0.15 400.00 72.00

103.00 10+300 10+400 100.00 4.00 0.15 400.00 72.00

104.00 10+400 10+500 100.00 4.00 0.15 400.00 72.00

105.00 10+500 10+600 100.00 4.00 0.15 400.00 72.00

106.00 10+600 10+700 100.00 4.00 0.15 400.00 72.00

107.00 10+700 10+800 100.00 4.00 0.15 400.00 72.00

108.00 10+800 10+900 100.00 4.00 0.15 400.00 72.00

109.00 10+900 11+000 100.00 4.00 0.15 400.00 72.00

110.00 11+000 11+100 100.00 4.00 0.15 400.00 72.00

111.00 11+100 11+200 100.00 4.00 0.15 400.00 72.00

112.00 11+200 11+300 100.00 4.00 0.15 400.00 72.00

113.00 11+300 11+400 100.00 4.00 0.15 400.00 72.00

114.00 11+400 11+500 100.00 4.00 0.15 400.00 72.00

115.00 11+500 11+600 100.00 4.00 0.15 400.00 72.00

116.00 11+600 11+700 100.00 4.00 0.15 400.00 72.00

117.00 11+700 11+800 100.00 4.00 0.15 400.00 72.00

118.00 11+800 11+900 100.00 4.00 0.15 400.00 72.00

119.00 11+900 12+000 100.00 4.00 0.15 400.00 72.00

120.00 12+000 12+100 100.00 4.00 0.15 400.00 72.00

121.00 12+100 12+200 100.00 4.00 0.15 400.00 72.00

122.00 12+200 12+300 100.00 4.00 0.15 400.00 72.00

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03.00.00CONFORMACION DE SUPERFICIE DE RODADURA

#REF! #REF!

NUMEROTRAMO LONGITUD ANCHO ESPESOR

(M) (M) (M) (M2)

AREA DE LASTRADO

VOLUMEN DE LASTRADO

PROGRES.INICIAL

PROGRESIVA FINAL

Exponjamiento 20% (M3)

123.00 12+300 12+400 100.00 4.00 0.15 400.00 72.00

124.00 12+400 12+500 100.00 4.00 0.15 400.00 72.00

125.00 12+500 12+600 100.00 4.00 0.15 400.00 72.00

TOTAL DE METRADOS 50,400.00 9,072.00

Page 72: 02 Metrado Explanaciones QUIJE

03.01.00 Excavacion y Apilamiento de Material Afirmado en Cantera (Rend. = 420m3/dia)

#REF! #REF!

ITEMTRAMO

LONGITUD (MT.) VOLUMEN (M3) OBSERVACIONESPROGRESIVA DE INICIO PROGRESIVA FINAL

01 0+000 12+500 12,500.00 9,072.00 Del Volumen de lastradoInc. Esponjamiento del 20%

TOTALES 12,500.00 9,072.00

03.02.00 Zarandeo de Material Afirmado (R=620 m3/dia)

ITEMUBICACIÓN

LONGITUD (MT.) VOLUMEN (M3) OBSERVACIONESLUGAR

01 A 50m. De Inicio de Obra 50.00 9,072.00 Del Volumen de lastradoInc. Esponjamiento del 20%

TOTALES 50.00 9,072.00

03.03.00 Carguio de Material Afirmado

ITEMUBICACIÓN

VOLUMEN (M3) OBSERVACIONESCANTERA 1 CANTERA 2

01 LADERA 9,072.00 Inc. Esponjamiento del 20%

TOTAL DE VOLUMEN DE CARGUÍO 9,072.00

03.04.00 Transporte de Material Afirmado (DM)

ITEMTRAMO

VOLUMEN (M3K)PROGRESIVA DE INICIO PROGRESIVA FINAL

01 0+000 12+500 9,072.00 3.25 29,484.00

TOTAL DE VOLUMEN DE TRANSPORTE 9,072.00 3.25 29,484.00

VOLUMEN DE MATERIAL TRANSP. (M3)

DISTANCIA MEDIA (DM)

Page 73: 02 Metrado Explanaciones QUIJE

* CONSIDERADO CON UN 20% DE ESPONJAMIENTO

03.05.00 Extendido, Nivelado y Compactado de Material Afirmado Rend=510 m3/dia,

ITEMTRAMO

VOLUMEN (M3) OBSERVACIONESPROGRESIVA DE INICIO PROGRESIVA FINAL

01 0+000 12+500 9,072.00

TOTAL DE VOLUMEN DE TRANSPORTE 9,072.00

03.06.00 Riego

ITEMTRAMO

RENDIMIENTOPROGRESIVA DE INICIO PROGRESIVA FINAL

01 0+000 12+500 9,072.00 1.43 803.66

TOTAL DE VOLUMEN DE TRANSPORTE 9,072.00

VOLUMEN DE MATERIAL TRANSP. (M3)

DISTANCIA MEDIA (DM)