Adicional de Obra N 01Rehabilitacin y Mejoramiento de la Carretera Quinua San Francisco;

Tramo 2: Km. 78+500 Km. 172+420

SUPERVISOR: CONSORCIO SUPERVISOR LA QUINUA CONTRATISTA: CONSORCIO VIAL QUINUA

OBRA: REHABILITACION Y MEJORAMIENTO DE LA CARRETERA QUINUA - SAN FRANCISCO TRAMO 2: Km. 78+500 - Km. 172+420

MOVIMIENTO DE TIERRAS

RESUMEN DE METRADOS ADICIONAL DE OBRA N 01

ITEM PARTIDAS UND METRADO REPLANTEO

EXPLANACION2.00 MOVIMIENTO DE TIERRAS

205.B EXCAVACION EN EXPLANACIONES EN ROCA FIJA m 637,857.13 205.C EXCAVACION EN EXPLANACIONES EN ROCA SUELTA m 1,432,543.48 205.D EXCAVACION EN EXPLANACIONES EN MATERIAL COMUN m 1,352,975.09 206.A REMOCIN DE DERRUMBES m 339,917.17 210.B CONFORMACIN DE TERRAPLENES m 93,498.35 220.B MEJORAMIENTO DE SUELO A NIVEL DE SUBRASANTE m 78,663.08 225.A COMPACTACION Y PERFILADO EN ZONAS DE CORTE m 628,612.57 242.A BANQUETAS PARA RELLENO m 250.A MATERIAL DE CANTERA PARA RELLENO m 93,498.35

Adicional de Obra N 01Rehabilitacin y Mejoramiento de la Carretera Quinua San Francisco;

Tramo 2: Km. 78+500 Km. 172+420

RESUMEN DE METRADOS ADICIONAL DE OBRA N 01

METRADO REPLANTEOBANQUETAS TOTAL

637,857.13 1,432,543.48 1,352,975.09 339,917.17 93,498.35 78,663.08 628,612.57

7,016.72 7,016.72 7,016.72 100,515.07

Adicional de Obra N 01Rehabilitacin y Mejoramiento de la Carretera Quinua San Francisco;

Tramo 2: Km. 78+500 Km. 172+420

SUPERVISOR: CONSORCIO SUPERVISOR LA QUINUA CONTRATISTA: CONSORCIO VIAL QUINUA

OBRA: REHABILITACION Y MEJORAMIENTO DE LA CARRETERA QUINUA - SAN FRANCISCO TRAMO 2: Km. 78+500 - Km. 172+420

TRANSPORTE

TRANSPORTE DE MATERIAL GRANULAR ADICIONAL DE OBRA N 01

NOMBRE CANTERA ACCESO MOVIMIENTO DE TIERRAS TOTAL

EXPLANACION BANQUETAS MEJORAMIENTOS 700.A 700.B700.A 700.B 700.A 700.B 700.A 700.B D < 1 km D > 1 km

HUAYAO 74+780 7.300 - - - - - - - - JULSSINA 79+500 0.070 7,082.87 18,879.40 1,614.65 5,047.90 359.48 1,031.70 9,057.00 24,959.00 TINKUY 92+800 0.100 22,602.18 225,184.30 630.74 585.50 - - 23,232.92 225,769.80 SN 99+995 0.150 - - - - - - - - SN 116+030 0.080 - - - - - - - - AYNA 134+950 0.030 32,315.52 276,305.60 796.36 6,104.50 5,536.87 83,408.00 38,648.74 365,818.10 LOS ANGELES 1 164+700 7.400 17,207.24 208,503.70 2,778.00 29,659.60 63,150.77 753,419.60 83,136.01 991,582.90 LOS ANGELES 2 164+700 7.400 - - - - - - - - SN 172+500 0.060 - - - - - - - - APURIMAC 173+270 2.890 - - - - - - - - ALTO MUNDO 173+270 3.350 - - - - - - - - PLAYA 1 173+270 2.740 - - - - - - - - PLAYA 2 173+270 4.090 - - - - - - - -

79,207.80 728,873.00 5,819.75 41,397.50 69,047.12 837,859.30 154,074.67 1,608,129.80 (*) NOTA: METRADO INCLUIDO DENTRO DE OBRAS DE ARTE

Adicional de Obra N 01Rehabilitacin y Mejoramiento de la Carretera Quinua San Francisco;

Tramo 2: Km. 78+500 Km. 172+420

CONTRATISTA: CONSORCIO VIAL QUINUA

OBRA: REHABILITACION Y MEJORAMIENTO DE LA CARRETERA QUINUA - SAN FRANCISCO TRAMO 2: Km. 78+500 - Km. 172+420

TRANSPORTE

TRANSPORTE DE MATERIAL GRANULAR ADICIONAL DE OBRA N 01

TRANSPORTE DE ESCOMBROS A DMEs ADICIONAL DE OBRA N 01

NOMBRE DME ACCESO MOVIMIENTO DE TIERRAS TOTAL

EXPLANACION BANQUETAS MEJORAMIENTOS 702.A 702.B702.A 702.B 702.A 702.B 702.A 702.B m3xKm m3xKm

1 DME km 86+000 86+030 0.058 9,762.47 65,970.00 - - - - 9,762.47 65,970.00 2 DME 03A 89+930 0.304 1,659,816.65 34,049,008.70 2,391.30 14,477.30 7,150.65 443,130.00 1,669,358.61 34,506,616.00 3 DME 20A 109+380 0.051 6,146.66 95,536.50 - - - - 6,146.66 95,536.50 4 DME 20C 109+370 1.141 62,069.22 1,069,541.90 - - - - 62,069.22 1,069,541.90 5 DME 20D 109+370 1.477 149,091.27 2,999,991.00 646.62 17,819.60 - - 149,737.88 3,017,810.60 6 DME 09A 122+420 0.099 253,508.64 4,601,090.80 - - - - 253,508.64 4,601,090.80 7 DME 10A 128+060 0.050 28,700.28 208,393.70 - - - - 28,700.28 208,393.70 8 DME 10B 128+350 0.033 13,343.29 63,592.30 - - - - 13,343.29 63,592.30 9 DME 11 128+800 0.096 100,058.83 2,341,772.20 - - - - 100,058.83 2,341,772.20

10 DME km 133+370 133+370 0.100 74,552.73 55,581.80 - - 715.53 17,192.30 75,268.26 72,774.10 11 DME km 139+380 139+380 0.040 11,720.96 28,769.60 - - - - 11,720.96 28,769.60 12 DME 21 141+170 0.085 173,318.22 1,627,290.50 - - - - 173,318.22 1,627,290.50 13 DME km 146+600 A 146+600 0.406 32,628.51 55,987.60 - - 7,255.69 83,460.60 39,884.20 139,448.20 14 DME km 146+600 B 146+600 0.696 48,879.21 68,830.50 - - 11,339.15 173,625.70 60,218.36 242,456.20 15 DME km 147+520 147+520 0.068 30,127.57 16,003.00 - - 8,000.95 138,970.20 38,128.52 154,973.20 16 DME km 148+600 148+600 0.046 10,119.91 33,008.10 - - - - 10,119.91 33,008.10 17 DME km 154+280 154+280 0.950 - - - - 34,761.54 532,275.00 34,761.54 532,275.00 18 DME km 158+600 158+600 0.100 115,272.81 1,199,056.70 1,836.36 5,956.90 - - 117,109.16 1,205,013.60 19 DME 28A 159+200 0.364 34,889.04 103,931.80 1,300.44 10,262.70 - - 36,189.48 114,194.50 20 DME 28B 159+200 0.880 52,542.88 393,083.00 - - - - 52,542.88 393,083.00 21 DME 29 163+420 0.056 19,599.24 160,805.70 - - - - 19,599.24 160,805.70 22 DME km 166+470 166+490 0.057 33,170.43 526,359.80 - - - - 33,170.43 526,359.80 23 DME km 166+640 166+640 0.077 23,026.33 335,505.00 - - - - 23,026.33 335,505.00 24 DME 30 168+200 0.065 51,208.68 267,384.40 - - - - 51,208.68 267,384.40 25 DME 18 171+600 0.060 1,988.91 2,621.80 - - - - 1,988.91 2,621.80

2,995,542.73 50,369,116.40 6,174.71 48,516.50 69,223.51 1,388,653.80 3,070,940.95 51,806,286.70

Adicional de Obra N 01Rehabilitacin y Mejoramiento de la Carretera Quinua San Francisco;

Tramo 2: Km. 78+500 Km. 172+420

CONTRATISTA: CONSORCIO VIAL QUINUA

OBRA: REHABILITACION Y MEJORAMIENTO DE LA CARRETERA QUINUA - SAN FRANCISCO TRAMO 2: Km. 78+500 - Km. 172+420

TRANSPORTE

TRANSPORTE DE MATERIAL GRANULAR ADICIONAL DE OBRA N 01

TRANSPORTE DE MATERIAL DE DERRUMBESADICIONAL DE OBRA N 01

NOMBRE DME ACCESO

MOVIMIENTO DE TIERRAS DERRUMBES

OCURRIDOS PROYECT. TOTAL 702.C 702.C 702.C

1 DME km 86+000 86+030 0.058 - - - 2 DME 03A 89+930 0.304 4,676,952.21 2,065,633.95 6,742,586.16 3 DME 20A 109+380 0.051 - - - 4 DME 20C 109+370 1.141 - 294,542.33 294,542.33 5 DME 20D 109+370 1.477 172,780.88 125,865.84 298,646.73 6 DME 09A 122+420 0.099 70,405.44 - 70,405.44 7 DME 10A 128+060 0.050 52,580.96 - 52,580.96 8 DME 10B 128+350 0.033 8,127.07 - 8,127.07 9 DME 11 128+800 0.096 - - -

10 DME km 133+370 133+370 0.100 66,252.68 - 66,252.68 11 DME km 139+380 139+380 0.040 - - - 12 DME 21 141+170 0.085 240,129.49 - 240,129.49 13 DME km 146+600 A 146+600 0.406 - - - 14 DME km 146+600 B 146+600 0.696 - - - 15 DME km 147+520 147+520 0.068 - - - 16 DME km 148+600 148+600 0.046 - - - 17 DME km 154+280 154+280 0.950 - - - 18 DME km 158+600 158+600 0.100 - - - 19 DME 28A 159+200 0.364 - - - 20 DME 28B 159+200 0.880 - - - 21 DME 29 163+420 0.056 - - - 22 DME km 166+470 166+490 0.057 - - - 23 DME km 166+640 166+640 0.077 - - - 24 DME 30 168+200 0.065 - - - 25 DME 18 171+600 0.060 - - -

5,287,228.73 2,486,042.13 7,773,270.86

6 de 596

SUPERVISOR: CONSORCIO SUPERVISOR LA QUINUA CONTRATISTA: CONSORCIO VIAL QUINUA

OBRA: REHABILITACION Y MEJORAMIENTO DE LA CARRETERA QUINUA - SAN FRANCISCO TRAMO 2: Km. 78+500 - Km. 172+420

MOVIMIENTO DE TIERRAS

RESUMEN METRADO MOVIMIENTO DE TIERRASADICIONAL DE OBRA N 01

PROGRESIVA (km)EXPLANACIONES

INICIO FINAL

78+540 79+000 - - 5,419.45 706.86 - 2,264.29 72.60 79+000 80+000 - 22,983.62 17,345.18 712.90 - 7,253.60 - 80+000 81+000 - 7,915.30 25,202.56 1,478.01 - 6,358.70 - 81+000 82+000 - 3,129.03 20,506.22 541.73 211.50 6,896.30 400.96 82+000 83+000 439.12 8,926.80 14,912.49 1,625.46 - 5,320.20 156.31 83+000 84+000 186.21 4,617.40 12,697.64 2,019.28 - 4,542.05 948.76 84+000 85+000 - 702.86 100,150.24 455.18 197.00 7,172.95 - 85+000 86+000 - 5,586.01 19,092.34 921.91 - 6,699.05 272.70 86+000 87+000 - 10,755.02 22,190.59 420.60 - 6,554.95 - 87+000 88+000 5,469.40 11,501.83 17,598.68 353.15 - 7,335.75 - 88+000 89+000 - 36,458.62 12,269.94 427.01 - 7,176.15 - 89+000 90+000 1,470.36 15,694.97 13,525.22 238.80 - 7,573.60 - 90+000 91+000 754.13 19,837.20 5,841.37 537.79 - 6,628.70 - 91+000 92+000 - 13,585.52 14,429.43 75.45 - 8,066.80 - 92+000 93+000 - 21,748.98 13,391.32 804.74 - 5,920.95 - 93+000 94+000 2,756.93 8,296.03 9,009.65 1,745.90 - 4,943.85 656.96 94+000 95+000 259.85 8,465.77 28,858.24 1,552.35 - 4,854.85 - 95+000 96+000 10,360.84 11,573.32 3,327.09 3,893.75 - 3,894.00 - 96+000 97+000 4,806.55 5,310.19 3,616.26 804.78 - 5,959.45 209.10 97+000 98+000 13,690.67 13,628.56 11,796.97 654.78 - 7,005.50 - 98+000 99+000 20,184.57 17,457.55 13,062.79 296.42 - 7,585.75 - 99+000 100+000 11,818.92 12,876.41 9,073.02 284.81 - 7,787.50 - 100+000 101+000 15,970.99 18,594.91 11,065.49 388.01 - 7,469.20 - 101+000 102+000 17,528.30 13,098.05 17,378.15 1,262.89 - 6,468.50 - 102+000 103+000 11,047.10 16,178.48 4,337.56 1,192.89 - 5,658.61 - 103+000 104+000 17,888.29 28,110.18 5,110.94 1,326.27 - 6,017.31 - 104+000 105+000 24,882.60 39,162.44 7,048.11 1,314.45 - 6,333.25 -

205.B EXCAVACION EN

EXPLANACIONES EN ROCA FIJA (m3)

205.C EXCAVACION EN EXPLANACIONES EN ROCA SUELTA

(m3)

205.D EXCAVACION EN EXPLANACIONES

EN MATERIAL SUELTO (m3)

210.B CONFORMACION

DE TERRAPLENES (m3)

220.B MEJORAMIENTOS DE SUELOS (m3)

225.A COMPACTACIN Y

PERFILADO EN ZONAS DE CORTE

(m2)

242.A BANQUETAS PARA RELLENO

(m3)

7 de 596

SUPERVISOR: CONSORCIO SUPERVISOR LA QUINUA CONTRATISTA: CONSORCIO VIAL QUINUA

OBRA: REHABILITACION Y MEJORAMIENTO DE LA CARRETERA QUINUA - SAN FRANCISCO TRAMO 2: Km. 78+500 - Km. 172+420

MOVIMIENTO DE TIERRAS

RESUMEN METRADO MOVIMIENTO DE TIERRASADICIONAL DE OBRA N 01

PROGRESIVA (km)EXPLANACIONES

INICIO FINAL

205.B EXCAVACION EN

EXPLANACIONES EN ROCA FIJA (m3)

205.C EXCAVACION EN EXPLANACIONES EN ROCA SUELTA

(m3)

205.D EXCAVACION EN EXPLANACIONES

EN MATERIAL SUELTO (m3)

210.B CONFORMACION

DE TERRAPLENES (m3)

220.B MEJORAMIENTOS DE SUELOS (m3)

225.A COMPACTACIN Y

PERFILADO EN ZONAS DE CORTE

(m2)

242.A BANQUETAS PARA RELLENO

(m3)

105+000 106+000 12,109.49 17,169.36 3,689.20 1,901.78 - 4,653.75 - 106+000 107+000 11,379.81 11,823.34 8,824.85 946.13 - 6,118.15 - 107+000 108+000 18,984.49 18,425.12 17,479.19 501.50 - 7,411.90 - 108+000 109+000 - 19,223.42 16,569.23 1,445.75 - 5,601.60 - 109+000 110+000 - 8,255.72 13,561.13 751.16 - 5,934.05 - 110+000 111+000 125.88 12,448.42 13,623.30 766.45 - 5,604.65 - 111+000 112+000 7,219.72 11,334.98 19,563.36 1,430.28 - 5,341.10 - 112+000 113+000 - 6,480.70 15,121.63 1,811.66 - 5,166.96 - 113+000 114+000 902.91 12,079.86 19,959.48 571.19 - 6,654.35 - 114+000 115+000 14,823.79 14,767.48 19,548.39 196.08 - 7,123.45 - 115+000 116+000 16,728.96 21,533.97 7,351.60 645.72 - 6,810.45 - 116+000 117+000 12,352.81 28,104.19 11,562.85 957.28 - 5,792.90 - 117+000 118+000 2,194.88 7,180.84 27,596.08 918.29 - 5,887.95 - 118+000 119+000 5,212.07 14,122.46 22,611.50 316.94 - 7,099.34 - 119+000 120+000 3,530.34 15,682.05 25,162.85 141.48 287.25 7,559.00 - 120+000 121+000 9,897.43 25,703.84 8,326.18 801.77 95.75 8,042.90 - 121+000 122+000 58,640.73 13,518.12 1,498.03 1,206.45 - 6,821.50 - 122+000 123+000 27,711.94 20,108.00 4,211.94 417.54 - 7,338.80 - 123+000 124+000 15,084.22 32,161.96 2,877.48 687.26 - 7,208.85 - 124+000 125+000 948.15 50,678.35 17,897.30 323.55 - 7,844.85 - 125+000 126+000 3,544.22 37,354.33 8,958.84 960.66 - 7,001.79 - 126+000 127+000 - 28,295.08 7,073.77 1,913.48 - 4,861.40 - 127+000 128+000 - 3,901.86 6,475.31 3,906.24 - 2,637.46 - 128+000 129+000 - 709.91 6,915.54 7,353.35 - 1,927.45 - 129+000 130+000 - 1.63 43,351.20 836.68 - 7,097.55 - 130+000 131+000 14,057.12 30,386.17 10,086.35 533.16 - 6,624.77 - 131+000 132+000 2,424.18 12,989.21 25,003.51 1,111.93 230.05 5,722.15 332.77

8 de 596

SUPERVISOR: CONSORCIO SUPERVISOR LA QUINUA CONTRATISTA: CONSORCIO VIAL QUINUA

OBRA: REHABILITACION Y MEJORAMIENTO DE LA CARRETERA QUINUA - SAN FRANCISCO TRAMO 2: Km. 78+500 - Km. 172+420

MOVIMIENTO DE TIERRAS

RESUMEN METRADO MOVIMIENTO DE TIERRASADICIONAL DE OBRA N 01

PROGRESIVA (km)EXPLANACIONES

INICIO FINAL

205.B EXCAVACION EN

EXPLANACIONES EN ROCA FIJA (m3)

205.C EXCAVACION EN EXPLANACIONES EN ROCA SUELTA

(m3)

205.D EXCAVACION EN EXPLANACIONES

EN MATERIAL SUELTO (m3)

210.B CONFORMACION

DE TERRAPLENES (m3)

220.B MEJORAMIENTOS DE SUELOS (m3)

225.A COMPACTACIN Y

PERFILADO EN ZONAS DE CORTE

(m2)

242.A BANQUETAS PARA RELLENO

(m3)

132+000 133+000 5,247.25 14,143.51 15,559.10 1,160.50 158.36 6,028.40 - 133+000 134+000 - 16,877.73 22,664.82 1,111.45 - 5,783.25 - 134+000 135+000 - 8,054.09 32,216.36 2,247.54 229.08 5,758.35 402.02 135+000 136+000 416.81 10,567.64 27,265.40 614.21 - 7,429.25 - 136+000 137+000 123.65 11,272.52 34,155.64 159.23 - 7,859.35 - 137+000 138+000 7,261.92 35,376.17 2,244.11 492.45 - 7,520.00 - 138+000 139+000 8,048.64 66,570.54 5,616.17 1,408.71 - 6,089.20 - 139+000 140+000 8,286.48 44,474.41 4,347.84 178.39 - 7,420.52 - 140+000 141+000 417.00 7,399.42 7,132.48 86.79 - 8,220.10 - 141+000 142+000 14,264.70 33,343.71 20,575.16 552.11 - 7,535.85 - 142+000 143+000 100,818.72 11,202.08 - 1,373.81 - 7,220.85 - 143+000 144+000 22,579.75 8,592.19 13,289.26 1,501.65 - 6,303.30 - 144+000 145+000 40,111.47 16,317.89 9,627.75 89.56 - 8,373.70 - 145+000 146+000 1,965.38 25,452.34 16,653.68 114.93 - 7,905.45 - 146+000 147+000 1,434.66 41,274.70 10,258.18 311.27 - 7,819.70 84.16 147+000 148+000 2,526.21 25,396.50 11,682.25 388.71 - 8,139.87 - 148+000 149+000 5,967.72 9,441.36 5,852.92 1,057.15 - 6,813.85 164.40 149+000 150+000 6,780.40 4,758.43 17,217.77 333.13 2,662.20 7,574.00 - 150+000 151+000 3,813.47 12,038.32 7,907.86 852.43 2,829.65 5,909.70 159.16 151+000 152+000 5,555.96 56,115.93 8,472.96 387.42 - 8,084.45 - 152+000 153+000 2,761.03 35,938.71 12,546.90 33.16 552.00 8,233.30 - 153+000 154+000 - 19,278.66 19,664.59 100.14 - 8,148.50 - 154+000 155+000 1,308.42 23,656.09 7,629.99 208.70 672.90 7,976.85 - 155+000 156+000 - 13,893.39 21,790.76 652.69 1,517.10 6,714.35 - 156+000 157+000 - 14,030.65 14,295.95 806.96 1,822.20 6,742.25 - 157+000 158+000 - 5,520.68 9,677.35 483.05 4,271.50 6,762.00 - 158+000 159+000 - 7,601.70 7,877.55 397.18 2,276.95 7,101.55 -

9 de 596

SUPERVISOR: CONSORCIO SUPERVISOR LA QUINUA CONTRATISTA: CONSORCIO VIAL QUINUA

OBRA: REHABILITACION Y MEJORAMIENTO DE LA CARRETERA QUINUA - SAN FRANCISCO TRAMO 2: Km. 78+500 - Km. 172+420

MOVIMIENTO DE TIERRAS

RESUMEN METRADO MOVIMIENTO DE TIERRASADICIONAL DE OBRA N 01

PROGRESIVA (km)EXPLANACIONES

INICIO FINAL

205.B EXCAVACION EN

EXPLANACIONES EN ROCA FIJA (m3)

205.C EXCAVACION EN EXPLANACIONES EN ROCA SUELTA

(m3)

205.D EXCAVACION EN EXPLANACIONES

EN MATERIAL SUELTO (m3)

210.B CONFORMACION

DE TERRAPLENES (m3)

220.B MEJORAMIENTOS DE SUELOS (m3)

225.A COMPACTACIN Y

PERFILADO EN ZONAS DE CORTE

(m2)

242.A BANQUETAS PARA RELLENO

(m3)

159+000 160+000 - 1,034.92 9,314.32 916.15 4,712.80 7,725.35 567.35 160+000 161+000 779.54 1,142.20 8,374.89 1,453.68 3,371.90 7,014.40 509.20 161+000 162+000 - 791.74 13,026.01 232.87 3,024.65 8,218.80 81.10 162+000 163+000 - 349.85 11,156.19 1,355.11 1,923.30 6,075.00 401.20 163+000 164+000 - - 11,428.45 649.42 4,965.09 7,588.85 120.20 164+000 165+000 - - 14,507.35 357.59 5,346.90 7,362.60 - 165+000 166+000 - - 16,750.20 280.42 4,778.90 7,359.15 - 166+000 167+000 - - 15,344.35 2,527.57 4,497.20 6,012.90 1,078.04 167+000 168+000 - - 14,217.60 3,453.79 5,526.80 6,324.75 378.73 168+000 169+000 - - 10,112.33 937.63 6,225.95 6,924.20 21.00 169+000 170+000 - - 11,889.18 835.56 5,060.80 7,318.80 - 170+000 171+000 - - 8,644.95 2,278.94 4,970.10 5,324.15 - 171+000 172+000 - - 8,900.15 536.09 5,055.40 6,816.15 - 172+000 173+000 - - 8,289.85 939.90 1,189.80 5,925.30 - 173+000 173+270 - - 1,639.50 250.38 - 1,523.35 -

TOTALES 637,857.13 1,432,543.48 1,352,975.09 93,498.35 78,663.08 628,612.57 7,016.72

10 de 596

SUPERVISOR: CONSORCIO SUPERVISOR LA QUINUA CONTRATISTA: CONSORCIO VIAL QUINUA

OBRA: REHABILITACION Y MEJORAMIENTO DE LA CARRETERA QUINUA - SAN FRANCISCO TRAMO 2: Km. 78+500 - Km. 172+420

MOVIMIENTO DE TIERRAS

METRADO REPLANTEO DE MOVIMIENTO DE TIERRASADICIONAL DE OBRA N 01

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

LONG. (m)

EXCAVACION EN EXPLANACIONES EN: 210.A

205.B ROCA FIJA 205.C ROCA SUELTA 205.D MATERIAL COMUN CONFORMACIN DE TERRAPLENES

AREA VOLUMEN%

VOLUMEN ACUMUL%

VOLUMEN ACUMUL%

VOLUMEN ACUMUL AREAm

78+540 55.23 7.84 - 78+560 20.00 51.75 1,069.80 7.83 0% - - 0% - - 100% 1,069.80 1,069.80 - 78+570 10.00 34.54 431.45 4.98 0% - - 0% - - 100% 431.45 1,501.25 0.65 78+580 10.00 9.67 221.05 2.37 0% - - 0% - - 100% 221.05 1,722.30 1.48 78+600 20.00 - 48.35 - 0% - - 0% - - 100% 48.35 1,770.65 4.15 78+620 20.00 0.29 1.45 - 0% - - 0% - - 100% 1.45 1,772.10 4.33 78+630 10.00 1.01 6.50 - 0% - - 0% - - 100% 6.50 1,778.60 5.64 78+640 10.00 - 2.53 - 0% - - 0% - - 100% 2.53 1,781.13 10.99 78+660 20.00 2.26 11.30 9.10 0% - - 0% - - 100% 11.30 1,792.43 0.07 78+670 10.00 2.62 24.40 9.52 0% - - 0% - - 100% 24.40 1,816.83 - 78+680 10.00 0.58 16.00 6.61 0% - - 0% - - 100% 16.00 1,832.83 0.17 78+690 10.00 0.82 7.00 3.04 0% - - 0% - - 100% 7.00 1,839.83 1.98 78+700 10.00 - 2.05 - 0% - - 0% - - 100% 2.05 1,841.88 - 78+720 20.00 0.22 1.10 2.25 0% - - 0% - - 100% 1.10 1,842.98 5.10 78+740 20.00 0.16 3.80 1.62 0% - - 0% - - 100% 3.80 1,846.78 3.22 78+750 10.00 0.12 1.40 1.30 0% - - 0% - - 100% 1.40 1,848.18 4.03 78+760 10.00 - 0.30 - 0% - - 0% - - 100% 0.30 1,848.48 3.39 78+770 10.00 0.49 1.23 2.30 0% - - 0% - - 100% 1.23 1,849.71 1.13 78+780 10.00 1.94 12.15 7.74 0% - - 0% - - 100% 12.15 1,861.86 0.06 78+799 18.85 9.41 106.99 7.53 0% - - 0% - - 100% 106.99 1,968.85 0.04 78+800 9.41 - 7.53 0% - - 0% - - 100% - 1,968.85 0.04 78+820 20.00 15.91 253.20 6.24 0% - - 0% - - 100% 253.20 2,222.05 0.25 78+830 10.00 5.96 109.35 2.63 0% - - 0% - - 100% 109.35 2,331.40 1.32 78+840 10.00 - 14.90 - 0% - - 0% - - 100% 14.90 2,346.30 3.91 78+850 10.00 0.84 2.10 5.57 0% - - 0% - - 100% 2.10 2,348.40 0.05

PROGRESIVAS (km)

EXCAVACION EN EXPLANACIONES SIN

CLASIFICARANCHO DE

CORTE

m2 m3 m3 m3 m3 m3 m3 m3 m2

11 de 596

SUPERVISOR: CONSORCIO SUPERVISOR LA QUINUA CONTRATISTA: CONSORCIO VIAL QUINUA

OBRA: REHABILITACION Y MEJORAMIENTO DE LA CARRETERA QUINUA - SAN FRANCISCO TRAMO 2: Km. 78+500 - Km. 172+420

MOVIMIENTO DE TIERRAS

METRADO REPLANTEO DE MOVIMIENTO DE TIERRASADICIONAL DE OBRA N 01

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

LONG. (m)

EXCAVACION EN EXPLANACIONES EN: 210.A

205.B ROCA FIJA 205.C ROCA SUELTA 205.D MATERIAL COMUN CONFORMACIN DE TERRAPLENES

AREA VOLUMEN%

VOLUMEN ACUMUL%

VOLUMEN ACUMUL%

VOLUMEN ACUMUL AREAm

PROGRESIVAS (km)

EXCAVACION EN EXPLANACIONES SIN

CLASIFICARANCHO DE

CORTE

m2 m3 m3 m3 m3 m3 m3 m3 m2

78+860 10.00 5.13 29.85 8.65 0% - - 0% - - 100% 29.85 2,378.25 - 78+880 20.00 6.95 120.80 7.66 0% - - 0% - - 100% 120.80 2,499.05 0.19 78+900 20.00 6.61 135.60 5.36 0% - - 0% - - 100% 135.60 2,634.65 0.60 78+920 20.00 7.21 138.20 8.39 0% - - 0% - - 100% 138.20 2,772.85 0.13 78+940 20.00 12.63 198.40 9.46 0% - - 0% - - 100% 198.40 2,971.25 - 78+950 10.00 48.27 304.50 9.46 0% - - 0% - - 100% 304.50 3,275.75 - 78+960 10.00 59.69 539.80 8.26 0% - - 0% - - 100% 539.80 3,815.55 0.04 78+980 20.00 42.50 1,021.90 6.24 0% - - 0% - - 100% 1,021.90 4,837.45 0.31 79+000 20.00 15.70 582.00 7.29 0% - - 0% - - 100% 582.00 5,419.45 0.17 79+010 10.00 22.67 191.85 8.15 0% - - 0% - - 100% 191.85 5,611.30 0.17 79+020 10.00 42.53 326.00 6.27 0% - - 0% - - 100% 326.00 5,937.30 0.23 79+040 20.00 48.36 908.90 5.89 0% - - 0% - - 100% 908.90 6,846.20 1.15 79+060 20.00 23.98 723.40 5.62 0% - - 40% 289.36 289.36 60% 434.04 7,280.24 0.69 79+080 20.00 18.66 426.40 6.89 0% - - 40% 170.56 459.92 60% 255.84 7,536.08 0.31 79+100 20.00 27.51 461.70 6.19 0% - - 40% 184.68 644.60 60% 277.02 7,813.10 0.15 79+120 20.00 35.89 634.00 5.27 0% - - 40% 253.60 898.20 60% 380.40 8,193.50 0.66 79+130 10.00 34.27 350.80 5.93 0% - - 40% 140.32 1,038.52 60% 210.48 8,403.98 0.49 79+140 10.00 30.45 323.60 7.05 0% - - 40% 129.44 1,167.96 60% 194.16 8,598.14 0.34 79+160 20.00 18.51 489.60 7.46 0% - - 40% 195.84 1,363.80 60% 293.76 8,891.90 0.11 79+170 10.00 19.71 191.10 8.25 0% - - 40% 76.44 1,440.24 60% 114.66 9,006.56 0.11 79+180 10.00 23.54 216.25 8.23 0% - - 40% 86.50 1,526.74 60% 129.75 9,136.31 0.16 79+190 10.00 21.85 226.95 8.31 0% - - 40% 90.78 1,617.52 60% 136.17 9,272.48 0.11 79+200 10.00 18.86 203.55 7.69 0% - - 40% 81.42 1,698.94 60% 122.13 9,394.61 0.16 79+220 20.00 22.61 414.70 6.50 0% - - 40% 165.88 1,864.82 60% 248.82 9,643.43 0.21 79+240 20.00 25.43 480.40 4.93 0% - - 40% 192.16 2,056.98 60% 288.24 9,931.67 0.26

12 de 596

SUPERVISOR: CONSORCIO SUPERVISOR LA QUINUA CONTRATISTA: CONSORCIO VIAL QUINUA

OBRA: REHABILITACION Y MEJORAMIENTO DE LA CARRETERA QUINUA - SAN FRANCISCO TRAMO 2: Km. 78+500 - Km. 172+420

MOVIMIENTO DE TIERRAS

METRADO REPLANTEO DE MOVIMIENTO DE TIERRASADICIONAL DE OBRA N 01

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

LONG. (m)

EXCAVACION EN EXPLANACIONES EN: 210.A

205.B ROCA FIJA 205.C ROCA SUELTA 205.D MATERIAL COMUN CONFORMACIN DE TERRAPLENES

AREA VOLUMEN%

VOLUMEN ACUMUL%

VOLUMEN ACUMUL%

VOLUMEN ACUMUL AREAm

PROGRESIVAS (km)

EXCAVACION EN EXPLANACIONES SIN

CLASIFICARANCHO DE

CORTE

m2 m3 m3 m3 m3 m3 m3 m3 m2

79+260 20.00 19.98 454.10 8.31 0% - - 40% 181.64 2,238.62 60% 272.46 10,204.13 0.18 79+270 10.00 25.70 228.40 9.46 0% - - 40% 91.36 2,329.98 60% 137.04 10,341.17 - 79+280 10.00 33.22 294.60 9.30 0% - - 40% 117.84 2,447.82 60% 176.76 10,517.93 - 79+300 20.00 49.82 830.40 7.88 0% - - 90% 747.36 3,195.18 10% 83.04 10,600.97 - 79+320 20.00 56.65 1,064.70 9.19 0% - - 90% 958.23 4,153.41 10% 106.47 10,707.44 - 79+330 10.00 71.42 640.35 9.67 0% - - 90% 576.32 4,729.73 10% 64.04 10,771.48 - 79+340 10.00 137.25 1,043.35 9.51 0% - - 90% 939.02 5,668.74 10% 104.34 10,875.81 - 79+360 20.00 28.08 1,653.30 8.10 0% - - 0% - 5,668.74 100% 1,653.30 12,529.11 - 79+380 20.00 69.77 978.50 3.93 0% - - 0% - 5,668.74 100% 978.50 13,507.61 0.22 79+400 20.00 12.97 827.40 3.84 0% - - 0% - 5,668.74 100% 827.40 14,335.01 0.68 79+410 10.00 1.13 70.50 3.62 0% - - 0% - 5,668.74 100% 70.50 14,405.51 0.59 79+420 10.00 1.69 14.10 4.54 0% - - 0% - 5,668.74 100% 14.10 14,419.61 0.33 79+430 10.00 1.44 15.65 6.66 0% - - 0% - 5,668.74 100% 15.65 14,435.26 0.22 79+440 10.00 1.34 13.90 8.35 0% - - 0% - 5,668.74 100% 13.90 14,449.16 0.01 79+460 20.00 22.28 236.20 7.91 0% - - 0% - 5,668.74 100% 236.20 14,685.36 - 79+480 20.00 42.64 649.20 9.21 0% - - 0% - 5,668.74 100% 649.20 15,334.56 - 79+490 10.00 51.05 468.45 9.67 0% - - 0% - 5,668.74 100% 468.45 15,803.01 - 79+500 10.00 43.33 471.90 9.41 0% - - 50% 235.95 5,904.69 50% 235.95 16,038.96 - 79+520 20.00 61.44 1,047.70 7.60 0% - - 50% 523.85 6,428.54 50% 523.85 16,562.81 0.01 79+530 10.00 54.38 579.10 5.89 0% - - 50% 289.55 6,718.09 50% 289.55 16,852.36 0.77 79+540 10.00 50.32 523.50 5.18 0% - - 50% 261.75 6,979.84 50% 261.75 17,114.11 1.95 79+560 20.00 45.31 956.30 5.68 0% - - 100% 956.30 7,936.14 0% - 17,114.11 2.20 79+580 20.00 28.47 737.80 5.18 0% - - 100% 737.80 8,673.94 0% - 17,114.11 5.23 79+600 20.00 55.05 835.20 5.19 0% - - 100% 835.20 9,509.14 0% - 17,114.11 6.22 79+620 20.00 97.40 1,524.50 7.01 0% - - 100% 1,524.50 11,033.64 0% - 17,114.11 3.23

13 de 596

SUPERVISOR: CONSORCIO SUPERVISOR LA QUINUA CONTRATISTA: CONSORCIO VIAL QUINUA

OBRA: REHABILITACION Y MEJORAMIENTO DE LA CARRETERA QUINUA - SAN FRANCISCO TRAMO 2: Km. 78+500 - Km. 172+420

MOVIMIENTO DE TIERRAS

METRADO REPLANTEO DE MOVIMIENTO DE TIERRASADICIONAL DE OBRA N 01

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

LONG. (m)

EXCAVACION EN EXPLANACIONES EN: 210.A

205.B ROCA FIJA 205.C ROCA SUELTA 205.D MATERIAL COMUN CONFORMACIN DE TERRAPLENES

AREA VOLUMEN%

VOLUMEN ACUMUL%

VOLUMEN ACUMUL%

VOLUMEN ACUMUL AREAm

PROGRESIVAS (km)

EXCAVACION EN EXPLANACIONES SIN

CLASIFICARANCHO DE

CORTE

m2 m3 m3 m3 m3 m3 m3 m3 m2

79+640 20.00 79.34 1,767.40 7.81 0% - - 100% 1,767.40 12,801.04 0% - 17,114.11 2.44 79+660 20.00 40.41 1,197.50 5.76 0% - - 80% 958.00 13,759.04 20% 239.50 17,353.61 5.65 79+680 20.00 17.94 583.50 3.74 0% - - 80% 466.80 14,225.84 20% 116.70 17,470.31 2.32 79+690 10.00 19.07 185.05 3.55 0% - - 80% 148.04 14,373.88 20% 37.01 17,507.32 1.25 79+700 10.00 23.64 213.55 4.69 0% - - 0% - 14,373.88 100% 213.55 17,720.87 0.72 79+720 20.00 36.91 605.50 7.38 0% - - 0% - 14,373.88 100% 605.50 18,326.37 0.13 79+740 20.00 32.94 698.50 7.83 0% - - 90% 628.65 15,002.53 10% 69.85 18,396.22 - 79+760 20.00 28.98 619.20 7.85 0% - - 90% 557.28 15,559.81 10% 61.92 18,458.14 - 79+780 20.00 36.06 650.40 8.15 0% - - 90% 585.36 16,145.17 10% 65.04 18,523.18 - 79+800 20.00 54.15 902.10 8.45 0% - - 90% 811.89 16,957.06 10% 90.21 18,613.39 - 79+820 20.00 45.02 991.70 8.64 0% - - 90% 892.53 17,849.59 10% 99.17 18,712.56 - 79+830 10.00 37.70 413.60 8.64 0% - - 90% 372.24 18,221.83 10% 41.36 18,753.92 - 79+840 10.00 35.58 366.40 8.12 0% - - 90% 329.76 18,551.59 10% 36.64 18,790.56 - 79+860 20.00 34.58 701.60 8.56 0% - - 50% 350.80 18,902.39 50% 350.80 19,141.36 - 79+870 10.00 36.80 356.90 9.05 0% - - 50% 178.45 19,080.84 50% 178.45 19,319.81 - 79+880 10.00 33.07 349.35 8.98 0% - - 50% 174.68 19,255.52 50% 174.68 19,494.49 - 79+900 20.00 39.27 723.40 8.48 0% - - 50% 361.70 19,617.22 50% 361.70 19,856.19 - 79+910 10.00 49.65 444.60 9.40 0% - - 50% 222.30 19,839.52 50% 222.30 20,078.49 - 79+920 10.00 61.28 554.65 9.67 0% - - 50% 277.33 20,116.84 50% 277.33 20,355.81 - 79+930 10.00 64.03 626.55 9.31 0% - - 50% 313.28 20,430.12 50% 313.28 20,669.09 - 79+940 10.00 61.80 629.15 8.82 0% - - 50% 314.58 20,744.69 50% 314.58 20,983.66 - 79+960 20.00 68.60 1,304.00 7.85 0% - - 50% 652.00 21,396.69 50% 652.00 21,635.66 - 79+980 20.00 88.50 1,571.00 8.77 0% - - 50% 785.50 22,182.19 50% 785.50 22,421.16 - 79+990 10.00 53.43 709.65 9.26 0% - - 70% 496.76 22,678.95 30% 212.90 22,634.06 - 80+000 10.00 33.62 435.25 9.67 0% - - 70% 304.68 22,983.62 30% 130.58 22,764.63 -

14 de 596

SUPERVISOR: CONSORCIO SUPERVISOR LA QUINUA CONTRATISTA: CONSORCIO VIAL QUINUA

OBRA: REHABILITACION Y MEJORAMIENTO DE LA CARRETERA QUINUA - SAN FRANCISCO TRAMO 2: Km. 78+500 - Km. 172+420

MOVIMIENTO DE TIERRAS

METRADO REPLANTEO DE MOVIMIENTO DE TIERRASADICIONAL DE OBRA N 01

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

LONG. (m)

EXCAVACION EN EXPLANACIONES EN: 210.A

205.B ROCA FIJA 205.C ROCA SUELTA 205.D MATERIAL COMUN CONFORMACIN DE TERRAPLENES

AREA VOLUMEN%

VOLUMEN ACUMUL%

VOLUMEN ACUMUL%

VOLUMEN ACUMUL AREAm

PROGRESIVAS (km)

EXCAVACION EN EXPLANACIONES SIN

CLASIFICARANCHO DE

CORTE

m2 m3 m3 m3 m3 m3 m3 m3 m2

80+010 10.00 62.54 480.80 9.54 0% - - 0% - 22,983.62 100% 480.80 23,245.43 - 80+020 10.00 55.01 587.75 8.85 0% - - 0% - 22,983.62 100% 587.75 23,833.18 - 80+040 20.00 72.57 1,275.80 8.16 0% - - 0% - 22,983.62 100% 1,275.80 25,108.98 - 80+060 20.00 86.16 1,587.30 8.27 0% - - 20% 317.46 23,301.08 80% 1,269.84 26,378.82 0.05 80+070 10.00 62.41 742.85 8.42 0% - - 20% 148.57 23,449.65 80% 594.28 26,973.10 0.18 80+080 10.00 40.40 514.05 7.53 0% - - 20% 102.81 23,552.46 80% 411.24 27,384.34 0.38 80+100 20.00 14.98 553.80 6.90 0% - - 0% - 23,552.46 100% 553.80 27,938.14 0.70 80+110 10.00 19.40 171.90 7.86 0% - - 0% - 23,552.46 100% 171.90 28,110.04 0.63 80+120 10.00 19.30 193.50 8.43 0% - - 0% - 23,552.46 100% 193.50 28,303.54 0.32 80+140 20.00 21.04 403.40 6.78 0% - - 0% - 23,552.46 100% 403.40 28,706.94 0.25 80+160 20.00 22.82 438.60 7.82 0% - - 0% - 23,552.46 100% 438.60 29,145.54 0.19 80+170 10.00 20.13 214.75 7.42 0% - - 0% - 23,552.46 100% 214.75 29,360.29 0.28 80+180 10.00 19.89 200.10 6.93 0% - - 0% - 23,552.46 100% 200.10 29,560.39 0.51 80+200 20.00 19.06 389.50 3.65 0% - - 0% - 23,552.46 100% 389.50 29,949.89 0.98 80+220 20.00 27.26 463.20 5.67 0% - - 0% - 23,552.46 100% 463.20 30,413.09 0.92 80+230 10.00 33.17 302.15 5.52 0% - - 0% - 23,552.46 100% 302.15 30,715.24 1.06 80+240 10.00 18.61 258.90 3.62 0% - - 40% 103.56 23,656.02 60% 155.34 30,870.58 1.67 80+260 20.00 6.42 250.30 1.75 0% - - 40% 100.12 23,756.14 60% 150.18 31,020.76 2.75 80+280 20.00 17.10 235.20 2.75 0% - - 40% 94.08 23,850.22 60% 141.12 31,161.88 6.86 80+290 10.00 21.25 191.75 3.08 0% - - 40% 76.70 23,926.92 60% 115.05 31,276.93 5.70 80+300 10.00 29.89 255.70 3.38 0% - - 0% - 23,926.92 100% 255.70 31,532.63 6.38 80+310 10.00 20.30 250.95 2.39 0% - - 0% - 23,926.92 100% 250.95 31,783.58 5.54 80+320 10.00 31.06 256.80 3.19 0% - - 0% - 23,926.92 100% 256.80 32,040.38 3.92 80+340 20.00 24.01 550.70 3.26 0% - - 0% - 23,926.92 100% 550.70 32,591.08 3.08 80+350 10.00 34.53 292.70 3.36 0% - - 0% - 23,926.92 100% 292.70 32,883.78 2.86

15 de 596

SUPERVISOR: CONSORCIO SUPERVISOR LA QUINUA CONTRATISTA: CONSORCIO VIAL QUINUA

OBRA: REHABILITACION Y MEJORAMIENTO DE LA CARRETERA QUINUA - SAN FRANCISCO TRAMO 2: Km. 78+500 - Km. 172+420

MOVIMIENTO DE TIERRAS

METRADO REPLANTEO DE MOVIMIENTO DE TIERRASADICIONAL DE OBRA N 01

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

LONG. (m)

EXCAVACION EN EXPLANACIONES EN: 210.A

205.B ROCA FIJA 205.C ROCA SUELTA 205.D MATERIAL COMUN CONFORMACIN DE TERRAPLENES

AREA VOLUMEN%

VOLUMEN ACUMUL%

VOLUMEN ACUMUL%

VOLUMEN ACUMUL AREAm

PROGRESIVAS (km)

EXCAVACION EN EXPLANACIONES SIN

CLASIFICARANCHO DE

CORTE

m2 m3 m3 m3 m3 m3 m3 m3 m2

80+360 10.00 36.68 356.05 3.48 0% - - 0% - 23,926.92 100% 356.05 33,239.83 2.54 80+380 20.00 57.49 941.70 4.97 0% - - 0% - 23,926.92 100% 941.70 34,181.53 1.52 80+400 20.00 50.94 1,084.30 8.38 0% - - 0% - 23,926.92 100% 1,084.30 35,265.83 0.55 80+420 20.00 45.56 965.00 9.38 0% - - 0% - 23,926.92 100% 965.00 36,230.83 0.21 80+440 20.00 55.19 1,007.50 9.67 0% - - 0% - 23,926.92 100% 1,007.50 37,238.33 - 80+450 10.00 23.95 395.70 9.67 0% - - 40% 158.28 24,085.20 60% 237.42 37,475.75 - 80+460 10.00 4.66 143.05 9.67 0% - - 40% 57.22 24,142.42 60% 85.83 37,561.58 - 80+470 10.00 39.59 221.25 9.08 0% - - 40% 88.50 24,230.92 60% 132.75 37,694.33 - 80+480 10.00 55.55 475.70 8.21 0% - - 40% 190.28 24,421.20 60% 285.42 37,979.75 - 80+500 20.00 63.06 1,186.10 7.39 0% - - 0% - 24,421.20 100% 1,186.10 39,165.85 1.05 80+510 10.00 42.78 529.20 6.12 0% - - 0% - 24,421.20 100% 529.20 39,695.05 3.19 80+520 10.00 28.89 358.35 4.79 0% - - 0% - 24,421.20 100% 358.35 40,053.40 3.60 80+540 20.00 28.17 570.60 4.57 0% - - 0% - 24,421.20 100% 570.60 40,624.00 3.86 80+560 20.00 25.82 539.90 4.50 0% - - 70% 377.93 24,799.13 30% 161.97 40,785.97 3.29 80+580 20.00 28.95 547.70 5.08 0% - - 70% 383.39 25,182.52 30% 164.31 40,950.28 2.91 80+600 20.00 42.53 714.80 5.75 0% - - 70% 500.36 25,682.88 30% 214.44 41,164.72 3.28 80+610 10.00 49.36 459.45 6.02 0% - - 70% 321.62 26,004.50 30% 137.84 41,302.56 2.96 80+620 10.00 43.97 466.65 5.40 0% - - 70% 326.66 26,331.15 30% 140.00 41,442.55 2.70 80+640 20.00 30.83 748.00 4.50 0% - - 70% 523.60 26,854.75 30% 224.40 41,666.95 2.57 80+660 20.00 27.59 584.20 4.16 0% - - 70% 408.94 27,263.69 30% 175.26 41,842.21 2.91 80+680 20.00 25.97 535.60 4.16 0% - - 70% 374.92 27,638.61 30% 160.68 42,002.89 3.06 80+690 10.00 26.06 260.15 4.35 0% - - 70% 182.11 27,820.72 30% 78.05 42,080.94 3.01 80+700 10.00 32.27 291.65 4.98 0% - - 70% 204.16 28,024.87 30% 87.50 42,168.43 4.02 80+710 10.00 40.95 366.10 6.54 0% - - 70% 256.27 28,281.14 30% 109.83 42,278.26 2.05 80+720 10.00 36.71 388.30 4.65 0% - - 0% - 28,281.14 100% 388.30 42,666.56 3.76

16 de 596

SUPERVISOR: CONSORCIO SUPERVISOR LA QUINUA CONTRATISTA: CONSORCIO VIAL QUINUA

OBRA: REHABILITACION Y MEJORAMIENTO DE LA CARRETERA QUINUA - SAN FRANCISCO TRAMO 2: Km. 78+500 - Km. 172+420

MOVIMIENTO DE TIERRAS

METRADO REPLANTEO DE MOVIMIENTO DE TIERRASADICIONAL DE OBRA N 01

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

LONG. (m)

EXCAVACION EN EXPLANACIONES EN: 210.A

205.B ROCA FIJA 205.C ROCA SUELTA 205.D MATERIAL COMUN CONFORMACIN DE TERRAPLENES

AREA VOLUMEN%

VOLUMEN ACUMUL%

VOLUMEN ACUMUL%

VOLUMEN ACUMUL AREAm

PROGRESIVAS (km)

EXCAVACION EN EXPLANACIONES SIN

CLASIFICARANCHO DE

CORTE

m2 m3 m3 m3 m3 m3 m3 m3 m2

80+740 20.00 3.32 400.30 1.95 0% - - 0% - 28,281.14 100% 400.30 43,066.86 2.43 80+760 20.00 21.04 243.60 4.38 0% - - 0% - 28,281.14 100% 243.60 43,310.46 0.89 80+780 20.00 52.21 732.50 8.81 0% - - 0% - 28,281.14 100% 732.50 44,042.96 - 80+800 20.00 15.91 681.20 9.36 0% - - 0% - 28,281.14 100% 681.20 44,724.16 - 80+810 10.00 14.43 151.70 9.36 0% - - 0% - 28,281.14 100% 151.70 44,875.86 - 80+820 10.00 18.28 163.55 8.95 0% - - 0% - 28,281.14 100% 163.55 45,039.41 0.01 80+840 20.00 12.72 310.00 4.50 0% - - 0% - 28,281.14 100% 310.00 45,349.41 0.63 80+860 20.00 43.39 561.10 6.26 0% - - 50% 280.55 28,561.69 50% 280.55 45,629.96 1.02 80+870 10.00 43.54 434.65 8.33 0% - - 50% 217.33 28,779.02 50% 217.33 45,847.29 0.15 80+880 10.00 29.01 362.75 8.68 0% - - 50% 181.38 28,960.39 50% 181.38 46,028.66 - 80+900 20.00 22.13 511.40 8.62 0% - - 50% 255.70 29,216.09 50% 255.70 46,284.36 - 80+910 10.00 24.15 231.40 8.95 0% - - 50% 115.70 29,331.79 50% 115.70 46,400.06 - 80+920 10.00 26.20 251.75 8.95 0% - - 50% 125.88 29,457.67 50% 125.88 46,525.94 - 80+940 20.00 27.89 540.90 8.28 0% - - 50% 270.45 29,728.12 50% 270.45 46,796.39 - 80+960 20.00 32.81 607.00 8.11 0% - - 50% 303.50 30,031.62 50% 303.50 47,099.89 - 80+980 20.00 45.10 779.10 8.86 0% - - 50% 389.55 30,421.17 50% 389.55 47,489.44 - 80+990 10.00 46.18 456.40 9.05 0% - - 50% 228.20 30,649.37 50% 228.20 47,717.64 - 81+000 10.00 53.64 499.10 9.05 0% - - 50% 249.55 30,898.92 50% 249.55 47,967.19 - 81+020 20.00 21.16 748.00 8.22 0% - - 50% 374.00 31,272.92 50% 374.00 48,341.19 - 81+040 20.00 11.23 323.90 8.25 0% - - 0% - 31,272.92 100% 323.90 48,665.09 - 81+050 10.00 14.27 127.50 8.68 0% - - 0% - 31,272.92 100% 127.50 48,792.59 - 81+060 10.00 24.13 192.00 8.85 0% - - 0% - 31,272.92 100% 192.00 48,984.59 - 81+070 10.00 58.65 413.90 8.85 0% - - 0% - 31,272.92 100% 413.90 49,398.49 - 81+080 10.00 75.50 670.75 8.64 0% - - 0% - 31,272.92 100% 670.75 50,069.24 - 81+100 20.00 60.53 1,360.30 8.13 0% - - 0% - 31,272.92 100% 1,360.30 51,429.54 -

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SUPERVISOR: CONSORCIO SUPERVISOR LA QUINUA CONTRATISTA: CONSORCIO VIAL QUINUA

OBRA: REHABILITACION Y MEJORAMIENTO DE LA CARRETERA QUINUA - SAN FRANCISCO TRAMO 2: Km. 78+500 - Km. 172+420

MOVIMIENTO DE TIERRAS

METRADO REPLANTEO DE MOVIMIENTO DE TIERRASADICIONAL DE OBRA N 01

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

LONG. (m)

EXCAVACION EN EXPLANACIONES EN: 210.A

205.B ROCA FIJA 205.C ROCA SUELTA 205.D MATERIAL COMUN CONFORMACIN DE TERRAPLENES

AREA VOLUMEN%

VOLUMEN ACUMUL%

VOLUMEN ACUMUL%

VOLUMEN ACUMUL AREAm

PROGRESIVAS (km)

EXCAVACION EN EXPLANACIONES SIN

CLASIFICARANCHO DE

CORTE

m2 m3 m3 m3 m3 m3 m3 m3 m2

81+120 20.00 7.77 683.00 7.44 0% - - 0% - 31,272.92 100% 683.00 52,112.54 0.08 81+140 20.00 6.47 142.40 8.52 0% - - 0% - 31,272.92 100% 142.40 52,254.94 - 81+160 20.00 16.06 225.30 7.98 0% - - 0% - 31,272.92 100% 225.30 52,480.24 0.10 81+180 20.00 13.74 298.00 7.06 0% - - 0% - 31,272.92 100% 298.00 52,778.24 0.42 81+190 10.00 16.35 150.45 8.75 0% - - 0% - 31,272.92 100% 150.45 52,928.69 0.04 81+200 10.00 12.30 143.25 9.67 0% - - 0% - 31,272.92 100% 143.25 53,071.94 - 81+210 10.00 14.43 133.65 9.67 0% - - 0% - 31,272.92 100% 133.65 53,205.59 - 81+220 10.00 19.45 169.40 9.67 0% - - 0% - 31,272.92 100% 169.40 53,374.99 - 81+230 10.00 62.31 408.80 9.67 0% - - 50% 204.40 31,477.32 50% 204.40 53,579.39 - 81+240 10.00 61.84 620.75 9.38 0% -