Edp n%25ba 64 Rev 0_cco 44%2c Cco 45_aap

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  • Obrascn Huarte Lan SA Sucursal del Per Contrato: No. 25635-220-HC3-CE00-00006 Pgina 1 de 109

    BECHTEL CHILE LTDA. - PROYECTO LAS BAMBAS EDP N: 20 Rev.0OBRASCON HUARTE LAIN S.A. SUCURSAL DEL PER - MOVIMIENTOS DE TIERRA MASIVO PLANTA CONCENTRADORA - PAQUETE 6 Moneda: S/.

    CONTRATO No. 25635-220-HC3-CE00-00006 Fecha de emisin 17-Sep-13EDP 20 Rev. 0- VALORIZACIN AGOSTO 2013 Fecha de Cierre 28-Aug-13

    tem DESCRIPCION Unidad Cantidad

    Valor Actual

    Valor Total Valor Total Valor Total Valor Total

    Cant S/, Cant S/, Cant S/, Cant S/,

    1.10 Partidas a Suma Alzada 0.00 0.00 0.00 0.00 0.00 0.001.1.1 Movilizacin y Desmovilizacin de Obra Gl 1.00 2,298,160.21 2,298,160.21 0.70 1,608,712.15 - 0.00 0.70 1,608,712.15 0.30 689,448.06 0.001.1.2 Campamento Gl 1.64 3,241,343.02 5,325,063.53 1.50 4,862,014.53 0.07 231,524.50 1.57 5,093,539.03 0.07 231,524.50 23,152.451.1.3 Servicio y Alimentacin Gl 2.29 3,665,755.51 8,378,869.74 2.00 7,331,511.02 0.14 523,679.36 2.14 7,855,190.38 0.14 523,679.36 52,367.94

    0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001.20 Partidas a Precios unitarios 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001.2.1 Facility 0911 (0230 - 0240-0391) - Acopio de mineral grueso 0.00 0.00 0.00 0.00 0.00 22,577,897.24 0.00

    1.2.1.1 Limpieza y Despeje del Terreno H 7.00 16,760.32 117,322.24 6.92 115,981.41 - 0.00 6.92 115,981.41 0.08 1,340.83 0.001.2.1.2 Escarpe m3 28,000.00 12.04 337,120.00 27,642.39 332,814.38 - 0.00 27642.39 332,814.38 357.61 4,305.62 0.001.2.1.3 Excavacin Masiva en Suelo Comn m3 6,000.00 10.82 64,920.00 - 0.00 - 0.00 0.00 0.00 6,000.00 64,920.00 0.001.2.1.4 Excavacin Masiva en Roca Ripable m3 8,100.00 14.46 117,126.00 8,034.98 116,185.81 - 0.00 8034.98 116,185.81 65.02 940.19 0.001.2.1.5 Excavacin Masiva en Roca m3 280,000.00 35.96 10,068,800.00 266,054.04 9,567,303.28 - 0.00 266054.04 9,567,303.28 13,945.96 501,496.72 0.001.2.1.6 Relleno Masivo con Compactacin Controlada con Material Local m3 55,500.00 13.85 768,675.00 55,270.80 765,500.58 - 0.00 55270.80 765,500.58 229.20 3,174.42 0.001.2.1.7 Relleno Masivo con Compactacin Controlada con Material Emprstito m3 - 37.59 0.00 - 0.00 - 0.00 0.00 0.00 - - 0.001.2.1.8 Relleno Estructural m3 - 50.64 0.00 - 0.00 - 0.00 - 0.00 - - 0.001.2.1.9 Preparacin de la Subrasante m2 4,500.00 2.03 9,135.00 - 0.00 23,890.83 48,498.38 23890.83 48,498.38 -19,390.83 -39,363.38 4,849.841.2.1.10 Endentado de talud m3 16,000.00 15.41 246,560.00 15,650.84 241,179.44 - 0.00 15650.84 241,179.44 349.16 5,380.56 0.001.2.1.11 Fortificacin de Taludes m3 - 803.92 0.00 - 0.00 934.56 751,311.48 934.56 751,311.48 -934.56 -751,311.48 75,131.151.2.1.12 Suministro e Instalacion de Enrocado m3 42,500.00 57.21 2,431,425.00 33,268.42 1,903,286.31 - 0.00 33268.42 1,903,286.31 9,231.58 528,138.69 0.00

    1.2.1.13 m3 - 57.21 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 0.00

    1.2.1.14 Precorte con martillo (Excavacin en roca) m2 16,600.00 107.19 1,779,354.00 16,527.60 1,771,593.44 - 0.00 16527.60 1,771,593.44 72.40 7,760.56 0.001.2.1.15 Excavacin en zanja en roca - Acopio min gruseo m3 74,000.00 68.98 5,104,520.00 73,869.75 5,095,535.36 - 0.00 73869.75 5,095,535.36 130.25 8,984.64 0.001.2.1.16 Precorte con martillo (Excavacin en roca) m2 - 107.19 0.001.2.1.17 Suministro e instalacin de enrocado sin seleccionar m3 58,000.00 26.43 1,532,940.00 57,824.88 1,528,311.58 - 0.00 57824.88 1,528,311.58 175.12 4,628.42 0.00

    1.2.2 Facility 0911 (0310) - Molienda - 0.00 - 0.00 - 0.00 - 12,546,726.86 0.001.2.2.1 Limpieza y Despeje del Terreno H 2.70 16,760.32 45,252.86 2.61 43,744.44 - 0.00 2.61 43,744.44 0.09 1,508.42 0.001.2.2.2 Escarpe m3 8,200.00 12.04 98,728.00 8,126.82 97,846.91 - 0.00 8126.82 97,846.91 73.18 881.09 0.001.2.2.3 Excavacin Masiva en Suelo Comn m3 - 10.82 0.00 - 0.00 - 0.00 0.00 0.00 - - 0.001.2.2.4 Excavacin Masiva en Roca Ripable m3 8,500.00 14.46 122,910.00 8,458.25 122,306.30 - 0.00 8458.25 122,306.30 41.75 603.71 0.001.2.2.5 Excavacin Masiva en Roca m3 203,000.00 35.96 7,299,880.00 202,578.98 7,284,740.12 - 0.00 202578.98 7,284,740.12 421.02 15,139.88 0.001.2.2.6 Relleno Masivo con Compactacin Controlada con Material Local m3 - 13.85 0.00 - 0.00 - 0.00 - 0.00 - - 0.001.2.2.7 Relleno Masivo con Compactacin Controlada con Material Emprstito m3 - 37.59 0.00 - 0.00 - 0.00 - 0.00 - - 0.001.2.2.8 Relleno Estructural m3 - 50.64 0.00 - 0.00 - 0.00 0.00 0.00 - - 0.001.2.2.9 Preparacin de la Subrasante m2 - 2.03 0.00 - 0.00 2,914.78 5,917.00 2914.78 5,917.00 -2,914.78 -5,917.00 591.701.2.2.10 Endentado de talud m3 4,000.00 15.41 61,640.00 2,286.44 35,234.04 - 0.00 2286.44 35,234.04 1,713.56 26,405.96 0.001.2.2.11 Fortificacin de Taludes m3 1,000.00 803.92 803,920.00 - 0.00 - 0.00 0.00 0.00 1,000.00 803,920.00 0.001.2.2.12 Suministro e Instalacion de Enrocado m3 59,600.00 57.21 3,409,716.00 29,885.26 1,709,735.72 - 0.00 29885.26 1,709,735.72 29,714.74 1,699,980.28 0.001.2.2.13 Suministro e Instalacion de Enrocado - Enrocado Paltaforma Chillers m3 57.21 0.00 - 0.00 - 0.00 - 0.00 - - 0.001.2.2.14 Precorte con martillo (Excavacin en roca) m2 4,000.00 107.19 428,760.00 3,845.87 412,238.81 - 0.00 3,845.87 412,238.81 154.13 16,521.19 0.001.2.2.15 Excavacin en zanja en roca - Molienda m3 4,000.00 68.98 275,920.00 3,359.27 231,722.44 - 0.00 3359.27 231,722.44 640.73 44,197.56 0.00

    1.2.3 Facility 0911 (0320) - Chancado Pebbles - 0.00 - 0.00 - 0.00 - 6,796,546.52 0.001.2.3.1 Limpieza y Despeje del Terreno H 2.70 16,760.32 45,252.86 2.64 44,247.24 - 0.00 2.64 44,247.24 0.06 1,005.62 0.001.2.3.2 Escarpe m3 13,500.00 12.04 162,540.00 13,225.31 159,232.73 - 0.00 13225.31 159,232.73 274.69 3,307.27 0.001.2.3.3 Excavacin Masiva en Suelo Comn m3 22,000.00 10.82 238,040.00 18,809.26 203,516.19 0.00 0.00 18809.26 203,516.19 3,190.74 34,523.81 0.001.2.3.4 Excavacin Masiva en Roca Ripable m3 - 14.46 0.00 - 0.00 1,058.76 15,309.67 1058.76 15,309.67 -1,058.76 -15,309.67 1,530.971.2.3.5 Excavacin Masiva en Roca m3 - 35.96 0.00 - 0.00 - 0.00 0.00 0.00 - - 0.001.2.3.6 Relleno Masivo con Compactacin Controlada con Material Local m3 38,200.00 13.85 529,070.00 34,044.18 471,511.89 0.00 0.00 34044.18 471,511.89 4,155.82 57,558.11 0.001.2.3.7 Relleno Masivo con Compactacin Controlada con Material Emprstito m3 - 37.59 0.00 - 0.00 - 0.00 0.00 0.00 - - 0.001.2.3.8 Preparacin de la Subrasante m2 2,000.00 2.03 4,060.00 - 0.00 2,943.85 5,976.02 2943.85 5,976.02 -943.85 -1,916.02 597.601.2.3.9 Endentado de talud m3 15,100.00 15.41 232,691.00 15,053.98 231,981.83 - 0.00 15053.98 231,981.83 46.02 709.17 0.001.2.3.10 Relleno Estructural m3 18,000.00 50.64 911,520.00 6,349.84 321,555.90 - 0.00 6349.84 321,555.90 11,650.16 589,964.10 0.001.2.3.11 Fortificacin de Taludes m3 153.00 803.92 122,999.76 - 0.00 - 0.00 - 0.00 153.00 122,999.76 0.00

    Precio UnitarioS/.

    Valor totalS/.

    Valor AcumuladoPrevio

    Valor AcumuladoActual

    SALDOS, no pueden ser negativos

    RetencionActual

    Suministro e Instalacion de Enrocado - Modificacin de talud almacen de lechada de cal - Facility 391

  • Obrascn Huarte Lan SA Sucursal del Per Contrato: No. 25635-220-HC3-CE00-00006 Pgina 2 de 109

    tem DESCRIPCION Unidad Cantidad

    Valor Actual

    Valor Total Valor Total Valor Total Valor Total

    Cant S/, Cant S/, Cant S/, Cant S/,

    Precio UnitarioS/.

    Valor totalS/.

    Valor AcumuladoPrevio

    Valor AcumuladoActual

    SALDOS, no pueden ser negativos

    RetencionActual

    1.2.3.12 Excavacin en zanja en roca Chancado de Pebbles m3 2,105.00 68.98 145,202.90 - 0.00 - 0.00 - 0.00 2,105.00 145,202.90 0.001.2.3.13 Suministro e Instalacion de Enrocado m3 77,000.00 57.21 4,405,170.00 63,068.69 3,608,159.75 - 0.00 63068.69 3,608,159.75 13,931.31 797,010.25 0.00

    1.2.4 Facility 0911 (0330 - 0393) - Flotacin y remolienda - 0.00 - 0.00 - 0.00 - 11,626,912.94 0.001.2.4.1 Limpieza y Despeje del Terreno H 4.20 16,760.32 70,393.34 4.14 69,387.72 - 0.00 4.14 69,387.72 0.06 1,005.62 0.001.2.4.2 Escarpe m3 19,600.00 12.04 235,984.00 19,550.36 235,386.33 - 0.00 19550.36 235,386.33 49.64 597.67 0.001.2.4.3 Excavacin Masiva en Suelo Comn m3 8,000.00 10.82 86,560.00 5,473.17 59,219.70 - 0.00 5473.17 59,219.70 2,526.83 27,340.30 0.001.2.4.4 Excavacin Masiva en Roca Ripable m3 32,600.00 14.46 471,396.00 30,174.17 436,318.50 102.84 1,487.07 30277.01 437,805.56 2,322.99 33,590.44 148.711.2.4.5 Excavacin Masiva en Roca m3 171,000.00 35.96 6,149,160.00 157,171.77 5,651,896.85 1,160.92 41,746.68 158332.69 5,693,643.53 12,667.31 455,516.47 4,174.671.2.4.6 Relleno Masivo con Compactacin Controlada con Material Local m3 18,000.00 13.85 249,300.00 13,944.04 193,124.95 0.00 0.00 13944.04 193,124.95 4,055.96 56,175.05 0.001.2.4.7 Relleno Masivo con Compactacin Controlada con Material Emprstito m3 - 37.59 0.00 - 0.00 - 0.00 0.00 0.00 - - 0.001.2.4.8 Preparacin de la Subrasante m2 2,000.00 2.03 4,060.00 - 0.00 - 0.00 - 0.00 2,000.00 4,060.00 0.001.2.4.9 Endentado de talud m3 1,800.00 15.41 27,738.00 1,763.74 27,179.23 - 0.00 1763.74 27,179.23 36.26 558.77 0.001.2.4.10 Relleno Estructural m3 0.00 50.64 0.00 - 0.00 - 0.00 - 0.00 0.00 0.00 0.001.2.4.11 Fortificacin de Taludes m2 180.00 803.92 144,705.60 - 0.00 - 0.00 0.00 0.00 180.00 144,705.60 0.001.2.4.12 Excavacin en zanja en roca - Flotacin y remolienda m3 16,200.00 68.98 1,117,476.00 14,742.00 1,016,903.16 - 0.00 14742.00 1,016,903.16 1,458.00 100,572.84 0.001.2.4.13 Precorte con martillo (Excavacin en roca) m2 25,000.00 107.19 2,679,750.00 3,502.93 375,479.07 3,429.51 367,609.18 6932.44 743,088.24 18,067.56 1,936,661.76 36,760.921.2.4.14 Voladura controlada (remolienda) m2 7,000.00 55.77 390,390.00 6,969.74 388,702.40 56.89 3,172.76 7,026.63 391,875.16 -26.63 -1,485.16 317.28

    1.2.5 Facility 0911 (0340) - Pisc emergencia y est. Bombeos - 0.00 - 0.00 - 0.00 - 14,069,764.51 0.001.2.5.1 Limpieza y Despeje del Terreno H 4.40 16,760.32 73,745.41 2.92 48,940.13 - 0.00 2.92 48,940.13 1.48 24,805.28 0.001.2.5.2 Escarpe m3 24,000.00 12.04 288,960.00 14,954.26 180,049.29 - 0.00 14954.26 180,049.29 9,045.74 108,910.71 0.001.2.5.3 Excavacin Masiva en Suelo Comn m3 33,500.00 10.82 362,470.00 - 0.00 24,571.02 265,858.44 24571.02 265,858.44 8,928.98 96,611.56 26,585.841.2.5.4 Excavacin Masiva en Roca Ripable m3 17,000.00 14.46 245,820.00 - 0.00 - 0.00 0.00 0.00 17,000.00 245,820.00 0.001.2.5.5 Excavacin Masiva en Roca m3 127,000.00 35.96 4,566,920.00 10,733.91 385,991.40 - 0.00 10733.91 385,991.40 116,266.09 4,180,928.60 0.001.2.5.6 Relleno Masivo con Compactacin Controlada con Material Local m3 374,366.00 13.85 5,184,969.10 68,606.24 950,196.42 57,450.49 795,689.29 126056.73 1,745,885.71 248,309.27 3,439,083.39 79,568.931.2.5.7 Relleno Masivo con Compactacin Controlada con Material Emprstito m3 - 37.59 0.00 - 0.00 - 0.00 0.00 0.00 - - 0.001.2.5.8 Preparacin de la Subrasante m2 - 2.03 0.00 - 0.00 - 0.00 - 0.00 - - 0.001.2.5.9 Endentado de talud m3 13,000.00 15.41 200,330.00 6,936.72 106,894.86 3,432.64 52,896.98 10369.36 159,791.84 2,630.64 40,538.16 5,289.701.2.5.10 Relleno Estructural m3 - 50.64 0.00 - 0.00 - 0.00 - 0.00 - - 0.001.2.5.11 Fortificacin de Taludes m2 - 803.92 0.00 - 0.00 - 0.00 0.00 0.00 - - 0.001.2.5.12 Suministro e Instalacion de Enrocado m3 55,000.00 57.21 3,146,550.00 54,422.88 3,113,532.96 1,581.60 90,483.34 56004.48 3,204,016.30 -1,004.48 -57,466.30 9,048.331.2.5.13 Suministro e instalacin de Enrocado m3 - 57.21 0.00 - 0.00 - 0.00 - 0.00 - - 0.00

    1.2.6 Facility 0911 (0350 - 0361) - Pisc. emergencia y otros - 0.00 - 0.00 - 0.00 - 6,695,300.63 0.001.2.6.1 Limpieza y Despeje del Terreno H 4.00 16,760.32 67,041.28 3.91 65,583.01 - 0.00 3.91 65,583.01 0.09 1,458.27 0.001.2.6.2 Escarpe m3 17,500.00 12.04 210,700.00 17,380.44 209,260.50 - 0.00 17380.44 209,260.50 119.56 1,439.50 0.001.2.6.3 Excavacin Masiva en Suelo Comn m3 - 10.82 0.00 - 0.00 - 0.00 0.00 0.00 - - 0.001.2.6.4 Excavacin Masiva en Roca Ripable m3 - 14.46 0.00 - 0.00 - 0.00 0.00 0.00 - - 0.001.2.6.5 Excavacin Masiva en Roca m3 - 35.96 0.00 - 0.00 - 0.00 0.00 0.00 - - 0.001.2.6.6 Relleno Masivo con Compactacin Controlada con Material Local m3 60,500.00 13.85 837,925.00 60,186.16 833,578.32 - 0.00 60186.16 833,578.32 313.84 4,346.68 0.001.2.6.7 Relleno Masivo con Compactacin Controlada con Material Emprstito m3 - 37.59 0.00 - 0.00 - 0.00 0.00 0.00 - - 0.001.2.6.8 Preparacin de la Subrasante m2 - 2.03 0.00 - 0.00 - 0.00 - 0.00 - - 0.001.2.6.9 Endentado de talud m3 11,000.00 15.41 169,510.00 6,936.72 106,894.86 - 0.00 6936.72 106,894.86 4,063.28 62,615.14 0.001.2.6.10 Suministro e Instalacion de Enrocado m3 53,500.00 57.21 3,060,735.00 53,324.09 3,050,671.19 - 0.00 53324.09 3,050,671.19 175.91 10,063.81 0.001.2.6.11 Relleno Masivo con Compactacin Controlada con Material Local z6 m3 169,631.00 13.85 2,349,389.35 - 0.00 - 0.00 - 0.00 169,631.00 2,349,389.35 0.001.2.6.12 Suministro e instalacin de Enrocado m3 - 57.21 0.00 - 0.00 - 0.00 - 0.00 - - 0.00

    1.2.7 Facility 0911 (0510) - Espesadores de relaves - 0.00 - 0.00 - 0.00 - 9,130,791.00 0.001.2.7.1 Limpieza y Despeje del Terreno H 4.50 16,760.32 75,421.44 4.04 67,711.69 - 0.00 4.04 67,711.69 0.46 7,709.75 0.001.2.7.2 Escarpe m3 32,000.00 12.04 385,280.00 28,845.37 347,298.25 0.00 0.00 28845.37 347,298.25 3,154.63 37,981.75 0.001.2.7.3 Excavacin Masiva en Suelo Comn m3 420,000.00 10.82 4,544,400.00 191,659.65 2,073,757.41 99,165.45 1,072,970.17 290825.10 3,146,727.58 129,174.90 1,397,672.42 107,297.021.2.7.4 Excavacin Masiva en Roca Ripable m3 12,000.00 14.46 173,520.00 - 0.00 - 0.00 0.00 0.00 12,000.00 173,520.00 0.001.2.7.5 Excavacin Masiva en Roca m3 50,000.00 35.96 1,798,000.00 - 0.00 - 0.00 0.00 0.00 50,000.00 1,798,000.00 0.001.2.7.6 Relleno Masivo con Compactacin Controlada con Material Local m3 - 13.85 0.00 - 0.00 - 0.00 0.00 0.00 - - 0.001.2.7.7 Relleno Masivo con Compactacin Controlada con Material Emprstito m3 - 37.59 0.00 - 0.00 - 0.00 0.00 0.00 - - 0.001.2.7.8 Preparacin de la Subrasante m2 3,500.00 2.03 7,105.00 - 0.00 - 0.00 - 0.00 3,500.00 7,105.00 0.001.2.7.9 Relleno Estructural m3 - 50.64 0.00 - 0.00 - 0.00 - 0.00 - - 0.001.2.7.10 Fortificacin de Taludes m2 629.00 803.92 505,665.68 - 0.00 - 0.00 0.00 0.00 629.00 505,665.68 0.001.2.7.11 Excavacin en zanja en roca - Espesadores de relaves m3 8,256.00 68.98 569,498.88 - 0.00 - 0.00 - 0.00 8,256.00 569,498.88 0.001.2.7.12 Precorte con martillo (Excavacin en roca) m2 10,000.00 107.19 1,071,900.00 - 0.00 - 0.00 - 0.00 10,000.00 1,071,900.00 0.00

    1.2.8 Facility 0911 (0810 - 0820 - 0830 - 0891 - 0893) - Plat. Estaciona. - 0.00 - 0.00 - 0.00 0.00 6,847,681.12 0.00

  • Obrascn Huarte Lan SA Sucursal del Per Contrato: No. 25635-220-HC3-CE00-00006 Pgina 3 de 109

    tem DESCRIPCION Unidad Cantidad

    Valor Actual

    Valor Total Valor Total Valor Total Valor Total

    Cant S/, Cant S/, Cant S/, Cant S/,

    Precio UnitarioS/.

    Valor totalS/.

    Valor AcumuladoPrevio

    Valor AcumuladoActual

    SALDOS, no pueden ser negativos

    RetencionActual

    1.2.8.1 Limpieza y Despeje del Terreno H 3.50 16,760.32 58,661.12 2.88 48,269.72 - 0.00 2.88 48,269.72 0.62 10,391.40 0.001.2.8.2 Escarpe m3 17,000.00 12.04 204,680.00 14,370.55 173,021.42 - 0.00 14370.55 173,021.42 2,629.45 31,658.58 0.001.2.8.3 Excavacin Masiva en Suelo Comn m3 34,500.00 10.82 373,290.00 32,409.00 350,665.38 0.00 0.00 32409.00 350,665.38 2,091.00 22,624.62 0.001.2.8.4 Excavacin Masiva en Roca Ripable m3 - 14.46 0.00 - 0.00 - 0.00 0.00 0.00 - - 0.001.2.8.5 Excavacin Masiva en Roca m3 - 35.96 0.00 - 0.00 - 0.00 0.00 0.00 - - 0.001.2.8.6 Preparacin de la Subrasante m2 22,000.00 2.03 44,660.00 - 0.00 19,359.95 39,300.70 19359.95 39,300.70 2,640.05 5,359.30 3,930.071.2.8.7 Endentado de talud m3 28,000.00 15.41 431,480.00 27,947.12 430,665.12 - 0.00 27947.12 430,665.12 52.88 814.88 0.001.2.8.8 Relleno Masivo con Compactacin Controlada con Material Local m3 37,000.00 13.85 512,450.00 12,094.82 167,513.26 0.00 0.00 12094.82 167,513.26 24,905.18 344,936.74 0.001.2.8.9 Relleno Masivo con Compactacin Controlada con Material Emprstito m3 - 37.59 0.00 - 0.00 - 0.00 0.00 0.00 - - 0.001.2.8.10 Fortificacin de Taludes m2 - 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 0.001.2.8.11 Suministro e Instalacion de Enrocado m3 61,000.00 57.21 3,489,810.00 60,342.67 3,452,204.15 - 0.00 60342.67 3,452,204.15 657.33 37,605.85 0.001.2.8.12 Precorte con martillo (Excavacin en roca) m2 10,000.00 107.19 1,071,900.00 0.00 - 0.00 0.00 10,000.00 1,071,900.00 0.001.2.8.13 Relleno de zanja actual (Enrocado sin seleccionar) m3 25,000.00 26.43 660,750.00 21,091.60 557,450.99 0.00 0.00 21091.60 557,450.99 3,908.40 103,299.01 0.00

    1.2.9 Facility 0912 - Caminos 0.00 0.00 0.00 0.00 0.00 23,654,304.48 0.001.2.9.1 Limpieza y Despeje del Terreno H 14.00 16,760.32 234,644.48 12.80 214,532.10 0.65 10,894.21 13.45 225,426.30 0.55 9,218.18 1,089.421.2.9.2 Escarpe m3 71,500.00 12.04 860,860.00 68,091.24 819,818.53 4,061.08 48,895.40 72152.32 868,713.93 -652.32 -7,853.93 4,889.541.2.9.3 Excavacin Masiva en Suelo Comn m3 92,500.00 10.82 1,000,850.00 74,478.10 805,853.04 10,111.57 109,407.19 84589.67 915,260.23 7,910.33 85,589.77 10,940.721.2.9.4 Excavacin Masiva en Roca Ripable m3 6,500.00 14.46 93,990.00 5,876.40 84,972.74 0.00 0.00 5876.40 84,972.74 623.60 9,017.26 0.001.2.9.5 Excavacin Masiva en Roca m3 54,000.00 35.96 1,941,840.00 45,484.03 1,635,605.72 2,620.86 94,246.13 48104.89 1,729,851.84 5,895.11 211,988.16 9,424.611.2.9.6 Relleno Masivo con Compactacin Controlada con Material Local m3 360,000.00 13.85 4,986,000.00 163,294.92 2,261,634.64 62,870.64 870,758.36 226165.56 3,132,393.01 133,834.44 1,853,606.99 87,075.841.2.9.7 Relleno Masivo con Compactacin Controlada con Material Emprstito m3 - 37.59 0.00 - 0.00 61,921.98 2,327,647.23 61921.98 2,327,647.23 -61,921.98 -2,327,647.23 232,764.721.2.9.8 Relleno Estructural z8 m3 - 0.00 0.00 - 0.00 - 0.00 0.00 0.00 0.00 0.00 0.001.2.9.9 Preparacin de la Subrasante m2 60,000.00 2.03 121,800.00 - 0.00 12,159.14 24,683.05 12159.14 24,683.05 47,840.86 97,116.95 2,468.311.2.9.10 Fortificacin de Taludes m2 1,000.00 803.92 803,920.00 - 0.00 - 0.00 - 0.00 1,000.00 803,920.00 0.001.2.9.11 Endentado de talud m3 46,000.00 15.41 708,860.00 34,715.96 534,972.94 5,711.94 88,021.00 40427.90 622,993.94 5,572.10 85,866.06 8,802.101.2.9.12 Suministro e Instalacion de Enrocado m3 189,000.00 57.21 10,812,690.00 152,285.23 8,712,238.01 5,110.30 292,360.26 157395.53 9,004,598.27 31,604.47 1,808,091.73 29,236.031.2.9.13 Conformacin de Pretiles ml - 14.78 0.00 - 0.00 - 0.00 - 0.00 - - 0.001.2.9.14 Colocacin de Afirmado m3 5,000.00 80.75 403,750.00 - 0.00 821.10 66,303.83 821.10 66,303.83 4,178.90 337,446.18 6,630.381.2.9.15 Suministro e Instalacion de Enrocado - Modificacin el eje del camino 12 m3 10,000.00 57.21 572,100.00 - 0.00 - 0.00 - 0.00 10,000.00 572,100.00 0.001.2.9.16 Precorte con martillo (Excavacin en roca) m2 2,000.00 107.19 214,380.00 - 0.00 - 0.00 - 0.00 2,000.00 214,380.00 0.001.2.9.17 Relleno de zanja actual (Enrocado sin seleccionar) m3 34,000.00 26.43 898,620.00 33,827.71 894,066.38 0.00 0.00 33827.71 894,066.38 172.29 4,553.62 0.001.2.10 Facility 0911 (0921) - Piscina agua de procesos 0.00 0.00 0.00 0.00 0.00 21,418,050.56 0.00

    1.2.10.1 Limpieza y Despeje del Terreno H 7.00 16,760.32 117,322.24 6.70 112,294.14 - 0.00 6.70 112,294.14 0.30 5,028.10 0.001.2.10.2 Escarpe m3 43,000.00 12.04 517,720.00 42,444.37 511,030.21 - 0.00 42444.37 511,030.21 555.63 6,689.79 0.001.2.10.3 Excavacin Masiva en Suelo Comn m3 224,352.00 10.82 2,427,488.64 127,268.23 1,377,042.25 - 0.00 127268.23 1,377,042.25 97,083.77 1,050,446.39 0.001.2.10.4 Excavacin Masiva en Roca Ripable m3 228,500.00 14.46 3,304,110.00 222,747.09 3,220,922.92 - 0.00 222747.09 3,220,922.92 5,752.91 83,187.08 0.001.2.10.5 Excavacin Masiva en Roca m3 439,000.00 35.96 15,786,440.00 436,857.08 15,709,380.60 - 0.00 436857.08 15,709,380.60 2,142.92 77,059.40 0.001.2.10.6 Relleno Masivo con Compactacin Controlada con Material Local m3 18,000.00 13.85 249,300.00 12,141.66 168,161.99 - 0.00 12141.66 168,161.99 5,858.34 81,138.01 0.001.2.10.7 Relleno Masivo con Compactacin Controlada con Material Emprstito m3 (2,000.00) 37.59 -75,180.00 - 0.00 - 0.00 0.00 0.00 -2,000.00 -75,180.00 0.001.2.10.8 Preparacin de la Subrasante m2 14,000.00 2.03 28,420.00 - 0.00 6,055.66 12,292.99 6055.66 12,292.99 7,944.34 16,127.01 1,229.301.2.10.9 Relleno Estructural m3 - 50.64 0.00 - 0.00 - 0.00 - 0.00 - - 0.00

    1.2.10.10 Fortificacin de Taludes m2 - 803.92 0.00 - 0.00 - 0.00 0.00 0.00 - - 0.001.2.10.11 Precorte con martillo (Excavacin en roca) m2 19,500.00 107.19 2,090,205.00 19,011.69 2,037,863.05 - 0.00 19011.69 2,037,863.05 488.31 52,341.95 0.001.2.10.12 Endentado de talud m3 9,000.00 15.41 138,690.00 9,000.00 138,690.00 1,000.00 15,410.00 10000.00 154,100.00 -1,000.00 -15,410.00 1,541.001.2.10.13 Limpieza y Despeje del Terreno Ha - 16,760.32 0.00 - 0.00 - 0.00 - 0.00 - - 0.001.2.10.14 Escarpe z7 m3 10,248.00 12.04 123,385.92 - 0.00 - 0.00 - 0.00 10,248.00 123,385.92 0.001.2.10.15 Excavaci masiva en roca Ripiable z7 m3 (131,412.00) 14.46 -1,900,217.52 - 0.00 - 0.00 - 0.00 -131,412.00 -1,900,217.52 0.001.2.10.16 Excavacin Masiva en Roca z7 m3 48,764.70 35.96 1,753,578.61 - 0.00 - 0.00 - 0.00 48,764.70 1,753,578.61 0.001.2.10.17 Relleno Masivo con compactacin controlada con material local z7 m3 (256,657.00) 13.85 -3,554,699.45 - 0.00 - 0.00 - 0.00 -256,657.00 -3,554,699.45 0.001.2.10.18 Preparacin de Subrasante m2 - 2.03 0.00 - 0.00 - 0.00 - 0.00 - - 0.001.2.10.19 Excavacin en zanja en roca m3 - 68.98 0.00 - 0.00 - 0.00 - 0.00 - - 0.001.2.10.20 Precorte en voladura m2 2,856.00 112.10 320,157.60 - 0.00 - 0.00 - 0.00 2,856.00 320,157.60 0.001.2.10.21 Excavacin en zanja en roca - Piscina agua procesos m3 1,324.00 68.98 91,329.52 - 0.00 - 0.00 - 0.00 1,324.00 91,329.52 0.001.2.10.22 Terminacion y refino de taludes m2 - 7.32 0.00 - 0.00 - 0.00 - 0.00 - - 0.00

    1.2.11 Montaje lnea colectora de derrames molienda - 0.00 - 0.00 - 0.00 - 608,830.00 0.001.2.11.1 Excavacin en zanja m3 2,200.00 15.41 33,902.00 2,200.00 33,902.00 472.28 7,277.83 2,672.28 41,179.83 -472.28 -7,277.83 727.781.2.11.2 Excavacin en zanja en roca m3 2,100.00 68.98 144,858.00 1,348.36 93,009.87 0.00 0.00 1,348.36 93,009.87 751.64 51,848.13 0.001.2.11.3 Suministro e Instalacin de Gravilla bajo 1,5" m3 4,400.00 42.96 189,024.00 1,220.49 52,432.25 0.00 0.00 1220.49 52,432.25 3,179.51 136,591.75 0.00

  • Obrascn Huarte Lan SA Sucursal del Per Contrato: No. 25635-220-HC3-CE00-00006 Pgina 4 de 109

    tem DESCRIPCION Unidad Cantidad

    Valor Actual

    Valor Total Valor Total Valor Total Valor Total

    Cant S/, Cant S/, Cant S/, Cant S/,

    Precio UnitarioS/.

    Valor totalS/.

    Valor AcumuladoPrevio

    Valor AcumuladoActual

    SALDOS, no pueden ser negativos

    RetencionActual

    1.2.11.4 Transporte e instalacin de tubera de concreto de 1.300 mm ml 200.00 1,205.23 241,046.00 177.53 213,964.48 0.00 0.00 177.53 213,964.48 22.47 27,081.52 0.001.2.12 Facility 0911 (0922) - Piscina de relaves 0.00 0.00 0.00 0.00 0.00 1,336,966.82 0.00

    1.2.12.1 Limpieza y Despeje del Terreno H 1.00 16,760.32 16,760.32 0.00 0.00 - 0.00 0.00 0.00 1.00 16,760.32 0.001.2.12.2 Escarpe m3 7,500.00 12.04 90,300.00 0.00 0.00 - 0.00 0.00 0.00 7,500.00 90,300.00 0.001.2.12.3 Excavacin Masiva en Suelo Comn m3 14,500.00 10.82 156,890.00 0.00 0.00 - 0.00 0.00 0.00 14,500.00 156,890.00 0.001.2.12.4 Excavacin Masiva en Roca Ripable m3 - 14.46 0.00 - 0.00 - 0.00 0.00 0.00 - - 0.001.2.12.5 Excavacin Masiva en Roca m3 - 35.96 0.00 - 0.00 - 0.00 0.00 0.00 - - 0.001.2.12.6 Relleno Masivo con Compactacin Controlada con Material Local m3 - 13.85 0.00 - 0.00 - 0.00 0.00 0.00 - - 0.001.2.12.7 Relleno Masivo con Compactacin Controlada con Material Emprstito m3 - 37.59 0.00 - 0.00 - 0.00 0.00 0.00 - - 0.001.2.12.8 Preparacin de la Subrasante m2 550.00 2.03 1,116.50 - 0.00 - 0.00 - 0.00 550.00 1,116.50 0.001.2.12.9 Relleno Estructural m3 - 50.64 0.00 - 0.00 - 0.00 - 0.00 - - 0.00

    1.2.12.10 Precorte con martillo (Excavacin en roca) m2 10,000.00 107.19 1,071,900.00 - 0.00 - 0.00 - 0.00 10,000.00 1,071,900.00 0.001.2.13 Facility 0911 (0931) - Subestacin elctrica - 0.00 0.00 0.00 - 0.00 - 11,604,057.96 0.00

    1.2.13.1 Limpieza y Despeje del Terreno H 3.00 16,760.32 50,280.96 2.63 44,079.64 - 0.00 2.63 44,079.64 0.37 6,201.32 0.001.2.13.2 Escarpe m3 15,000.00 12.04 180,600.00 14,705.37 177,052.65 - 0.00 14705.37 177,052.65 294.63 3,547.35 0.001.2.13.3 Excavacin Masiva en Suelo Comn m3 - 10.82 0.00 - 0.00 - 0.00 0.00 0.00 - - 0.001.2.13.4 Relleno Masivo con Compactacin Controlada con Material Local m3 66,500.00 13.85 921,025.00 - 0.00 21,420.83 296,678.50 21420.83 296,678.50 45,079.17 624,346.50 29,667.851.2.13.5 Relleno Masivo con Compactacin Controlada con Material Emprstito m3 - 37.59 0.00 - 0.00 - 0.00 0.00 0.00 - - 0.001.2.13.6 Preparacin de la Subrasante m2 1,000.00 2.03 2,030.00 - 0.00 8,554.46 17,365.55 8554.46 17,365.55 -7,554.46 -15,335.55 1,736.561.2.13.7 Endentado de talud m3 28,500.00 15.41 439,185.00 28,172.27 434,134.68 - 0.00 28172.27 434,134.68 327.73 5,050.32 0.001.2.13.8 Suministro e Instalacion de Enrocado m3 39,500.00 57.21 2,259,795.00 39,397.23 2,253,915.53 - 0.00 39397.23 2,253,915.53 102.77 5,879.47 0.001.2.13.9 Relleno Estructural m3 132,500.00 50.64 6,709,800.00 129,186.87 6,542,023.10 0.00 0.00 129186.87 6,542,023.10 3,313.13 167,776.90 0.00

    1.2.13.10 Relleno de zanja actual (Enrocado sin seleccionar) m3 39,400.00 26.43 1,041,342.00 39,251.97 1,037,429.57 - 0.00 39251.97 1,037,429.57 148.03 3,912.43 0.001.2.14 Facility 0911 (0420-0370) Planta de Molly - 0.00 - 0.00 - 0.00 - 27,320,956.92 0.00

    1.2.14.1 Precorte con martillo (Excavacin en roca) m2 10,000.00 107.19 1,071,900.00 7,783.64 834,328.37 0.00 0.00 7,783.64 834,328.37 2,216.36 237,571.63 0.001.2.14.2 Limpieza y Despeje del Terreno H 6.00 16,760.32 100,561.92 - 0.00 5.88 98,550.68 5.88 98,550.68 0.12 2,011.241.2.14.3 Escarpe z4 m3 30,000.00 12.04 361,200.00 - 0.00 28,782.36 346,539.61 28,782.36 346,539.61 1,217.64 14,660.391.2.14.4 Excavacin Masiva en Suelo Comn z4 m3 45,000.00 10.82 486,900.00 - 0.00 44,386.96 480,266.91 44,386.96 480,266.91 613.04 6,633.091.2.14.5 Excavacin Masiva en Roca Ripable z4 m3 5,000.00 14.46 72,300.00 - 0.00 4,505.45 65,148.81 4,505.45 65,148.81 494.55 7,151.191.2.14.6 Excavacin Masiva en Roca z4 m3 680,000.00 35.96 24,452,800.00 - 0.00 665,367.34 23,926,609.55 665,367.34 23,926,609.55 14,632.66 526,190.451.2.14.7 Relleno Masivo con Compactacin Controlada con Material Local z4 m3 15,000.00 13.85 207,750.00 - 0.00 13,415.42 185,803.57 13,415.42 185,803.57 1,584.58 21,946.431.2.14.8 Relleno Masivo con Compactacin Controlada con Material Emprstito m3 - 37.59 0.00 - 0.00 - 0.00 - 0.00 0.00 0.001.2.14.9 Preparacin de la Subrasante m2 55,000.00 2.03 111,650.00 - 0.00 45,924.06 93,225.84 45924.06 93,225.84 9,075.94 18,424.16

    1.2.14.10 Excavacin en fundacin m3 3,500.00 15.41 53,935.00 - 0.00 - 0.00 0.00 0.00 3,500.00 53,935.001.2.14.11 Sobrecoste por Excavacin masiva en roca mediante tronadura controlada m4 - 19.81 0.00 - 0.00 - 0.00 - 0.00 0.00 0.001.2.14.12 Excavacin en zanja en roca m3 - 68.98 0.00 - 0.00 - 0.00 - 0.00 0.00 0.001.2.14.13 Relleno Estructural z4 m3 - 50.64 0.00 - 0.00 - 0.00 - 0.00 0.00 0.001.2.14.14 Fortificacin de Taludes m2 500.00 803.92 401,960.00 - 0.00 - 0.00 - 0.00 500.00 401,960.00

    1.2.15 Facility 0911 (0430) Edificio Carguio de Concentrado1.2.15.1 Limpieza y Despeje de Terreno H 5.00 16,760.32 83,801.60 - 0.00 2.69 45,085.26 2.69 45,085.26 2.31 38,716.341.2.15.2 Escarpe m3 22,000.00 12.04 264,880.00 - 0.00 13,822.04 166,417.36 13,822.04 166,417.36 8,177.96 98,462.641.2.15.3 Excavacin Masiva en Suelo Comn m3 10,000.00 10.82 108,200.00 - 0.00 - 0.00 - 0.00 10,000.00 108,200.001.2.15.4 Excavacin Masiva en Roca Ripable m3 20,000.00 14.46 289,200.00 - 0.00 813.00 11,755.98 813.00 11,755.98 19,187.00 277,444.021.2.15.5 Excavacin Masiva en Roca m3 400,000.00 35.96 14,384,000.00 - 0.00 257,061.04 9,243,915.00 257,061.04 9,243,915.00 142,938.96 5,140,085.001.2.15.6 Precorte con martillo (Excavacin en roca) m2 10,000.00 107.19 1,071,900.00 - 0.00 2,982.43 319,686.67 2,982.43 319,686.67 7,017.57 752,213.331.2.15.7 Preparacin de la Subrasante m2 15,000.00 2.03 30,450.00 - 0.00 - 0.00 - 0.00 15,000.00 30,450.001.2.16 Facility 0000 General - 0.00 - 0.00 - 0.00 - 7,028,775.00 0.00

    1.2.16.1 Preparacin de Material para Relleno Estructural m3 - 13.80 0.00 - 0.00 - 0.00 0.00 0.00 - - 0.001.2.16.2 Transporte a Distacia Mayor a 2 km m3/km 577,500.00 2.15 1,241,625.00 137,865.46 296,410.74 0.00 0.00 137865.46 296,410.74 439,634.54 945,214.26 0.001.2.16.3 Preparacin de Material para Relleno Estructural Chancado m3 205,000.00 28.23 5,787,150.00 - 0.00 - 0.00 - 0.00 205,000.00 5,787,150.00 0.001.2.17 Drenajes de Aguas Subterrneas - 0.00 - 0.00 - 0.00 - 960,037.96 0.00

    1.2.17.1 Filtro de Drenaje m2 - 66.36 0.00 - 0.00 - 0.00 0.00 0.00 - - 0.001.2.17.2 Suministro e Instalacin de Gravilla bajo 1,5" m3 - 42.96 0.00 - 0.00 11,506.40 494,314.94 11506.40 494,314.94 -11,506.40 -494,314.94 49,431.491.2.17.3 Suministro e Instalacin de Geotextil no Tejido Clase 2 m2 - 10.22 0.00 - 0.00 29,819.40 304,754.27 29819.40 304,754.27 -29,819.40 -304,754.27 30,475.431.2.17.4 Suministro e Instalacin de Tubera 12" m 2,200.00 226.29 497,838.00 1,927.82 436,246.39 0.00 0.00 1927.82 436,246.39 272.18 61,591.61 0.001.2.17.5 Confeccin e Instalacin de Cmaras de Inspeccin un - 5,151.33 0.00 - 0.00 - 0.00 0.00 0.00 - - 0.001.2.17.6 Excavacin de Zanja m3 17,234.12 15.41 265,577.79 6,347.16 97,809.74 - 0.00 6347.16 97,809.74 10,886.96 167,768.05 0.001.2.17.7 Suministro e Instalacin de Tubera 4" m 651.00 96.67 62,932.17 651.00 62,932.17 36.06 3,485.92 687.06 66,418.09 -36.06 -3,485.92 348.59

  • Obrascn Huarte Lan SA Sucursal del Per Contrato: No. 25635-220-HC3-CE00-00006 Pgina 5 de 109

    tem DESCRIPCION Unidad Cantidad

    Valor Actual

    Valor Total Valor Total Valor Total Valor Total

    Cant S/, Cant S/, Cant S/, Cant S/,

    Precio UnitarioS/.

    Valor totalS/.

    Valor AcumuladoPrevio

    Valor AcumuladoActual

    SALDOS, no pueden ser negativos

    RetencionActual

    1.2.17.8 Suministro e Instalacin de Tubera 6" m 922.00 145.00 133,690.00 922.00 133,690.00 13.65 1,979.25 935.65 135,669.25 -13.65 -1,979.25 197.931.2.18 Drenaje Francs - 0.00 0.00 0.00 - 0.00 - 788,100.00 0.00

    1.2.18.1 Drenaje Francs ml - 66.36 0.00 - 0.00 - 0.00 0.00 0.00 - - 0.001.2.18.2 Suministro e Instalacin de Gravilla bajo 1,5" m3 10,000.00 42.96 429,600.00 - 0.00 - 0.00 0.00 0.00 10,000.00 429,600.00 0.001.2.18.3 Suministro e Instalacin de Geotextil no Tejido Clase 2 m2 20,000.00 10.22 204,400.00 - 0.00 - 0.00 0.00 0.00 20,000.00 204,400.00 0.001.2.18.4 Excavacin de Zanja m3 10,000.00 15.41 154,100.00 - 0.00 - 0.00 0.00 0.00 10,000.00 154,100.00 0.001.2.19 Drenajes de Aguas Superficiales - 0.00 0.00 0.00 - 0.00 0.00 766,977.68 0.00

    1.2.19.1 Excavacin de Zanja m3 5,600.00 15.41 86,296.00 - 0.00 - 0.00 0.00 0.00 5,600.00 86,296.00 0.001.2.19.2 Conformacin de Cunetas horm ml - 119.67 0.00 - 0.00 - 0.00 0.00 0.00 - - 0.001.2.19.3 Conformacin de Pretiles ml 7,000.00 14.78 103,460.00 5,822.56 86,057.44 1,273.14 18,817.01 7095.70 104,874.45 -95.70 -1,414.45 1,881.701.2.19.4 Excavacin de Zanja (Banco de Ducto) m3 4,300.00 15.41 66,263.00 - 0.00 - 0.00 0.00 0.00 4,300.00 66,263.00 0.001.2.19.5 Excavacin de Zanja (Piping) m3 - 15.41 0.00 - 0.00 - 0.00 0.00 0.00 - - 0.001.2.19.6 Revestimiento en Rip Rap ml 1,500.00 58.87 88,305.00 - 0.00 - 0.00 - 0.00 1,500.00 88,305.00 0.001.2.19.7 Conformacin de Cunetas horm ml - 119.67 0.00 - 0.00 - 0.00 - 0.00 - - 0.001.2.19.8 Mamposteria de Piedra Asentada en Mortero de Cemento ml - 84.27 0.00 - 0.00 - 0.00 - 0.00 - - 0.001.2.19.9 Cajon para sedimentacin un - 17,727.20 0.00 - 0.00 - 0.00 - 0.00 - - 0.00

    1.2.19.10 Confeccion e Instalacion de Cajon Disipador un 4.00 19,188.42 76,753.68 - 0.00 - 0.00 - 0.00 4.00 76,753.68 0.001.2.19.11 Conformacin de Cunetas horm sin suministro hormign un 5,000.00 69.18 345,900.00 - 0.00 - 0.00 - 0.00 5,000.00 345,900.00 0.00

    1.2.20 Proteccin Ambiental - 0.00 - 0.00 - 0.00 - 1,955,731.70 0.001.2.20.1 Revegetacin m2 6,980.00 5.05 35,249.00 - 0.00 - 0.00 0.00 0.00 6,980.00 35,249.00 0.001.2.20.2 Suministro e Instalacin de Malla Drenante (Sit Fences) m 7,000.00 38.27 267,890.00 5,235.32 200,355.70 373.25 14,284.28 5608.57 214,639.97 1,391.43 53,250.03 1,428.431.2.20.3 Depsitos para Sedimentacin un 5.00 17,727.20 88,636.00 4.00 70,908.80 - 0.00 4.00 70,908.80 1.00 17,727.20 0.001.2.20.4 Drenaje Subterrneo m - 37.82 0.00 - 0.00 - 0.00 0.00 0.00 - - 0.001.2.20.5 Balsas sedimentadoras 500 m3 ud 2.00 18,476.64 36,953.28 - 0.00 - 0.00 - 0.00 2.00 36,953.28 0.001.2.20.6 Balsas sedimentadoras 300 m3 ud 2.00 11,086.01 22,172.02 - 0.00 - 0.00 - 0.00 2.00 22,172.02 0.001.2.20.7 Diques para sedimentadores en roca ud 2.00 30,664.00 61,328.00 - 0.00 - 0.00 - 0.00 2.00 61,328.00 0.001.2.20.8 Conformacion de Cunetas m 920.00 14.78 13,597.60 - 0.00 - 0.00 - 0.00 920.00 13,597.60 0.001.2.20.9 Mantenimiento mes ud 4.00 190,893.25 763,573.00 - 0.00 - 0.00 - 0.00 4.00 763,573.00 0.00

    1.2.20.10 Suministro e Instalacin de Geotextil no Tejido Clase 2 m2 1,200.00 10.22 12,264.00 - 0.00 - 0.00 - 0.00 1,200.00 12,264.00 0.001.2.20.11 Suministro e Instalacin de Gravilla bajo 1,5" m3 1,300.00 42.96 55,848.00 - 0.00 - 0.00 - 0.00 1,300.00 55,848.00 0.001.2.20.12 Suministro e Instalacin de Tubera 24" m 590.00 689.00 406,510.00 - 0.00 - 0.00 - 0.00 590.00 406,510.00 0.001.2.20.13 Canal auxiliar m 980.00 15.51 15,199.80 - 0.00 - 0.00 - 0.00 980.00 15,199.80 0.001.2.20.14 Cuneta revestida de geomembrana m 1,700.00 103.83 176,511.00 - 0.00 - 0.00 - 0.00 1,700.00 176,511.00 0.00

    Botaderos 0.00 - 0.00 0.00 - 11,616,249.74 0.001.2.20.15 Extendido en Botadero m3 1,250,000.00 5.08 6,350,000.00 0.00 - 0.00 0.00 1,250,000.00 6,350,000.00 0.001.2.20.16 Suministro e Instalacion de Enrocado m3 32,000.00 57.21 1,830,720.00 26,162.31 1,496,745.76 - 0.00 26,162.31 1,496,745.76 5,837.69 333,974.24 0.001.2.20.17 Limpieza y Despeje del Terreno H 25.00 16,760.32 419,008.00 20.06 336,236.79 -0.00 -24.77 20.06 336,212.02 4.94 82,795.98 -2.481.2.20.18 Escarpe z1 m3 130,000.00 12.04 1,565,200.00 101,737.98 1,224,925.29 -0.00 -0.01 101,737.98 1,224,925.28 28,262.02 340,274.72 0.001.2.20.19 Relleno Masivo con Compactacin Controlada con Material Local z3 m3 104,700.00 13.85 1,450,095.00 104,569.98 1,448,294.22 - 0.00 104,569.98 1,448,294.22 130.02 1,800.78 0.001.2.20.20 Conformacion de pretiles ml 83.00 14.78 1,226.74 - 0.00 82.83 1,224.23 82.83 1,224.23 0.17 2.51 122.42

    1.2.21 Campamento OHL 0.00 0.00 0.00 0.00 - 2,246,024.97 0.001.2.21.1 Limpieza y Despeje del Terreno Ha 3.70 16,760.32 62,013.18 3.67 61,555.03 - 0.00 3.67 61,555.03 0.03 458.15 0.001.2.21.2 Escarpe CC Camp m3 17,986.00 12.04 216,551.44 17,155.26 206,549.32 - 0.00 17,155.26 206,549.32 830.74 10,002.12 0.001.2.21.3 Excavacion Masiva en Suelo Comun CC Camp m3 42,213.00 10.82 456,744.66 35,221.96 381,101.61 - 0.00 35,221.96 381,101.61 6,991.04 75,643.05 0.001.2.21.4 Excavacion Masiva en Roca Ripable CC Camp m3 10,500.00 14.46 151,830.00 8,500.00 122,910.00 - 0.00 8,500.00 122,910.00 2,000.00 28,920.00 0.001.2.21.5 Excavacion Masiva en Roca CC Camp m3 - 0.00 0.00 0.00 - 0.00 - 0.00 0.00 0.001.2.21.6 Relleno Masivo General con Compactacion Controlada con Material Local CC C m3 42,560.00 13.85 589,456.00 36,765.58 509,203.23 - 0.00 36,765.58 509,203.23 5,794.42 80,252.77 0.001.2.21.7 Relleno Masivo General con Compactacion Controlada con Material Emprestito m3 7,920.00 37.59 297,712.80 5,920.00 222,532.80 - 0.00 5,920.00 222,532.80 2,000.00 75,180.00 0.001.2.21.8 Excavacion de Zanjas m3 2,513.00 15.41 38,725.33 965.12 14,872.45 - 0.00 965.12 14,872.45 1,547.88 23,852.88 0.001.2.21.9 Suministro e Instalacin de Geotextil no Tejido Clase 2 1,961.00 10.22 20,041.38 1,961.00 20,041.38 310.10 3,169.24 2,271.10 23,210.62 -310.10 -3,169.24 316.92

    1.2.21.10 Revegetacion m2 - 5.05 0.00 - 0.00 - 0.00 - 0.00 - - 0.001.2.21.11 Suministro e Instalacin de Gravilla bajo 1,5" // Transporte mayor 2km m3 - 2.15 0.00 - 0.00 - 0.00 - 0.00 - - 0.001.2.21.12 Suministro e Instalacin de Gravilla bajo 1,5" 3,515.00 42.96 151,004.40 515.00 22,124.40 - 0.00 515.00 22,124.40 3,000.00 128,880.00 0.001.2.21.13 Suministro e Instalacin de Malla Drenante (Sit Fences) 1,230.00 38.27 47,072.10 299.49 11,461.48 - 0.00 299.49 11,461.48 930.51 35,610.62 0.001.2.21.14 Conformacion de Cunetas 1,580.00 14.78 23,352.40 256.84 3,796.10 -256.84 -3,796.10 - 0.00 1,580.00 23,352.40 -379.611.2.21.15 Depsitos para Sedimentacion und 2.00 17,727.20 35,454.40 - 0.00 - 0.00 - 0.00 2.00 35,454.40 0.001.2.21.16 Conformacin de Cunetas horm m2 680.00 119.67 81,375.60 - 0.00 256.84 30,736.04 256.84 30,736.04 423.16 50,639.56 3,073.601.2.21.17 Preparacin de la Subrasante m2 27,257.65 2.03 55,333.03 - 0.00 - 0.00 - 0.00 27,257.65 55,333.03 0.00

  • Obrascn Huarte Lan SA Sucursal del Per Contrato: No. 25635-220-HC3-CE00-00006 Pgina 6 de 109

    tem DESCRIPCION Unidad Cantidad

    Valor Actual

    Valor Total Valor Total Valor Total Valor Total

    Cant S/, Cant S/, Cant S/, Cant S/,

    Precio UnitarioS/.

    Valor totalS/.

    Valor AcumuladoPrevio

    Valor AcumuladoActual

    SALDOS, no pueden ser negativos

    RetencionActual

    1.2.21.18 Comformacin de pretiles ml 1,309.76 14.78 19,358.25 1,309.76 19,358.25 - 0.00 1,309.76 19,358.25 - -0.00 0.001.2.21.19 Colocacion de afirmado m3 - 80.75 0.00 - 0.00 - 0.00 - 0.00 - - 0.001.2.21.20 Conformacin de Cunetas de hormigon sin suministro hormigon m2 - 69.18 0.00 - 0.00 - 0.00 - 0.00 0.00 0.00 0.00

    1.2.22 Polvorin - Area de Explosivos 0.00 0.00 0.00 0.00 0.00 611,462.25 0.001.2.22.1 Limpieza y Despaje del Terreno Ha 1.36 16,760.32 22,794.04 1.36 22,794.04 0.00 20.40 1.36 22,814.43 -0.00 -20.39 2.041.2.22.2 Escarpe x5 m3 6,798.39 12.04 81,852.62 6,798.39 81,852.62 - 0.00 6,798.39 81,852.62 - 0.00 0.001.2.22.3 Excavacion masiva en suelo comun m3 7,252.62 10.82 78,473.35 7,252.62 78,473.35 - 0.00 7,252.62 78,473.35 - 0.00 0.001.2.22.4 Excavacion masiva en roca ripiable m3 4,243.01 14.46 61,353.92 4,243.01 61,353.92 - 0.00 4,243.01 61,353.92 - -0.00 0.001.2.22.5 Excavacion Masiva en roca m3 3,567.17 35.96 128,275.43 3,567.17 128,275.43 - 0.00 3,567.17 128,275.43 - -0.00 0.001.2.22.6 Relleno Masivo con compactacin controlada con materia local m3 16,678.62 13.85 230,998.89 16,678.62 230,998.89 - 0.00 16,678.62 230,998.89 - 0.00 0.001.2.22.7 Preparacin de la Subrasante m2 3,800.00 2.03 7,714.00 - 0.00 - 0.00 - 0.00 3,800.00 7,714.00 0.001.2.22.8 Conformacin de Cunetas m2 - 14.78 0.00 - 0.00 - 0.00 - 0.00 - - 0.001.2.22.9 Terminacin y refino de Taludes m2 - 7.32 0.00 - 0.00 - 0.00 - 0.00 - - 0.00

    1.2.22.10 Valla de seguridad perimetral ml - 191.64 0.00 - 0.00 - 0.00 - 0.00 - - 0.001.2.23 Drenaje profrundo concentrador 0.00 0.00 0.00 0.00 0.00 11,321,997.01 0.00

    1.2.23.1 Excavacion de Zanja m3 105,570.32 15.41 1,626,838.63 41,999.28 647,208.90 11,507.04 177,323.49 53,506.32 824,532.39 52,064.00 802,306.24 17,732.351.2.23.2 Limpieza y despeje del terreno Ha 1.00 16,760.32 16,760.32 - 0.00 - 0.00 - 0.00 1.00 16,760.32 0.001.2.23.3 Escarpe z3 m3 4,256.00 12.04 51,242.24 - 0.00 - 0.00 - 0.00 4,256.00 51,242.24 0.001.2.23.4 Excavacin en zanja en roca m3 17,037.23 68.98 1,175,228.13 9,535.35 657,748.44 0.00 0.00 9,535.35 657,748.44 7,501.88 517,479.69 0.001.2.23.5 Relleno de zanja existente m3 93,227.67 26.43 2,464,007.32 - 0.00 - 0.00 - 0.00 93,227.67 2,464,007.32 0.001.2.23.6 Suministro e Instalacin de Gravilla bajo 1.5" m3 18,238.39 42.96 783,521.23 7,908.45 339,747.01 3,249.69 139,606.68 11158.14 479,353.69 7,080.25 304,167.54 13,960.671.2.23.7 Suministro e Instalacin de Geotextil no teijido clase 2 m3 31,603.52 10.22 322,987.97 27,404.39 280,072.87 945.52 9,663.21 28349.91 289,736.08 3,253.61 33,251.89 966.321.2.23.8 Suministro e instalacion de Tuberia 12" m 7,678.30 226.29 1,737,522.51 4,064.93 919,853.01 2,022.27 457,619.48 6087.20 1,377,472.49 1,591.10 360,050.02 45,761.951.2.23.9 Suministro e instalacin de tuberia 24" m 2,629.00 689.00 1,811,381.00 2,629.00 1,811,381.00 104.83 72,227.87 2733.83 1,883,608.87 -104.83 -72,227.87 7,222.79

    1.2.23.10 Excavacion de enrocado Existente m3 16,205.34 15.41 249,724.29 - 0.00 - 0.00 - 0.00 16,205.34 249,724.29 0.001.2.23.11 Suministro e Instalacin de enrocado Existente m3 16,205.34 57.21 927,107.50 - 0.00 - 0.00 - 0.00 16,205.34 927,107.50 0.001.2.23.12 Relleno de zanja actual m3 5,890.12 26.43 155,675.87 5,133.63 135,681.84 - 0.00 5133.63 135,681.84 756.49 19,994.03 0.00

    1.2.24 Facility 0911 - Canal de contorno concentrador (Tramo I) 0.00 0.00 0.00 0.00 0.00 - - 0.00Movimiento de tierras 0.00 0.00 0.00 0.00 - 1,098,899.99 0.00

    1.2.24.1 Limpieza y Despeje del Terreno Ha 1.49 16,760.32 24,972.88 - 0.00 - 0.00 - 0.00 1.49 24,972.88 0.001.2.24.2 Escarpe z5 m3 7,452.58 12.04 89,729.06 - 0.00 - 0.00 - 0.00 7,452.58 89,729.06 0.001.2.24.3 Excavacin Masiva en suelo Comun z5 m3 12,634.54 10.82 136,705.72 - 0.00 - 0.00 - 0.00 12,634.54 136,705.72 0.001.2.24.4 Excavacin en Roca Ripiable z5 m3 18,951.81 14.46 274,043.17 - 0.00 - 0.00 - 0.00 18,951.81 274,043.17 0.001.2.24.5 Relleno Masivo con compactacin controlada con material Local z5 m3 13,139.10 13.85 181,976.54 - 0.00 - 0.00 - 0.00 13,139.10 181,976.54 0.001.2.24.6 Preparacin de Subrasante m2 11,069.28 2.03 22,470.64 - 0.00 - 0.00 - 0.00 11,069.28 22,470.64 0.001.2.24.7 Excavacion en Zanja m3 13,649.93 15.41 210,345.42 - 0.00 - 0.00 - 0.00 13,649.93 210,345.42 0.001.2.24.8 Perfilado y Compactacin del Canal m2 8,136.96 6.00 48,821.76 - 0.00 - 0.00 - 0.00 8,136.96 48,821.76 0.001.2.24.9 Conformacion de Pretiles ml 3,689.76 14.78 54,534.65 - 0.00 - 0.00 - 0.00 3,689.76 54,534.65 0.00

    1.2.24.10 Suministro e Instalacin de malla Drenante (Sit Fences) ml 1,445.00 38.27 55,300.15 - 0.00 - 0.00 - 0.00 1,445.00 55,300.15 0.00Obra Civil del canal 0.00 0.00 0.00 0.00 - 714,967.78 0.00

    1.2.24.11 Suministro y colocacion de acero FY=4200 kg/cm2 kg 573.02 6.20 3,552.72 - 0.00 - 0.00 - 0.00 573.02 3,552.72 0.001.2.24.12 Vertido de concreto Premezclado F'C=210 kh/cm2 m3 34.88 97.15 3,388.59 - 0.00 - 0.00 - 0.00 34.88 3,388.59 0.001.2.24.13 Suministro y Colocacin de Encofrado y Posterior Desencofrado m2 174.40 90.67 15,812.85 - 0.00 - 0.00 - 0.00 174.40 15,812.85 0.001.2.24.14 Suminsitro e Instalacin de Enrocado m3 7,046.40 57.21 403,124.54 - 0.00 - 0.00 - 0.00 7,046.40 403,124.54 0.001.2.24.15 Maposteria de Piedra en base canal + disipadores m3 1,214.66 238.00 289,089.08 - 0.00 - 0.00 - 0.00 1,214.66 289,089.08 0.00

    Obra de Arte para descarga a bofedal 0.00 0.00 0.00 0.00 0.00 330,996.17 0.001.2.24.16 Excavacin de Zanja m3 1,515.00 15.41 23,346.15 - 0.00 - 0.00 - 0.00 1,515.00 23,346.15 0.001.2.24.17 Perfilado y compactacin del Canal en descarga a bofedal m2 1,330.00 28.00 37,240.00 - 0.00 - 0.00 - 0.00 1,330.00 37,240.00 0.001.2.24.18 Suministro y colocacin de Geomembrana m2 1,690.00 78.80 133,172.00 - 0.00 - 0.00 - 0.00 1,690.00 133,172.00 0.001.2.24.19 Mamposteria de piedra disipador m3 266.00 238.00 63,308.00 - 0.00 - 0.00 - 0.00 266.00 63,308.00 0.001.2.24.20 Accesos a la Excavacin en Gran Pendiente pa 1.00 73,930.02 73,930.02 - 0.00 - 0.00 - 0.00 1.00 73,930.02 0.00

    Excavacin Zanja en Roca 0.00 0.00 0.00 0.00 0.00 - - 0.00

    1.2.24.21 m3 - 68.98 0.00 - 0.00 - 0.00 - 0.00 - - 0.00

    Voladura Pre-Corte 0.00 0.00 0.00 0.00 0.00 - - 0.00

    1.2.24.22 m3 - 112.10 0.00 - 0.00 - 0.00 - 0.00 - - 0.00

    Biomantas 0.00 0.00 0.00 0.00 0.00 - - 0.00

    Excavacin Masiva en Zanja en Roca (se distribuy entre facilities correspondientes del contrato)

    Precorte para taludes verticales por sostenerse en concentradora (se distribuy entre facilities correspondientes del contrato)

  • Obrascn Huarte Lan SA Sucursal del Per Contrato: No. 25635-220-HC3-CE00-00006 Pgina 7 de 109

    tem DESCRIPCION Unidad Cantidad

    Valor Actual

    Valor Total Valor Total Valor Total Valor Total

    Cant S/, Cant S/, Cant S/, Cant S/,

    Precio UnitarioS/.

    Valor totalS/.

    Valor AcumuladoPrevio

    Valor AcumuladoActual

    SALDOS, no pueden ser negativos

    RetencionActual

    1.2.24.23 Colocacin de Biomantas (diversas reas de la Planta Concentradora) m2 30,000.00 7.67 230,100.00 - 0.00 - 0.00 - 0.00 30,000.00 230,100.00 0.00Terminacin y refino de taludes 0.00 0.00 0.00 0.00 - - 0.00

    1.2.24.23 m3 - 7.32 0.00 - 0.00 - 0.00 - 0.00 - - 0.00

    OTROS 0.00 0.00 0.00 0.00 - - 0.001.2.24.24 Transporte a Distancia Mayor a 2 Km m3/km 12,000.00 2.15 25,800.00 12,000.00 25,800.00 - 0.00 12,000.00 25,800.00 - - 0.00

    1.2.25 Facility 0545 (Canal de Contorno (Tramo II)Partidas a Suma Alzada

    1.2.25.1 Instalacin de Faenas Glb 1.00 0.00 0.00 - 0.00 - 0.00 - 0.00 1.00 0.001.2.25.2 Topografa Glb 1.00 77,298.23 77,298.23 - 0.00 - 0.00 - 0.00 1.00 77,298.23

    Partidas a Precios UnitariosCanal de Contorno

    1.2.25.3 Excavacin Masiva - Suelo Comn m3 30,000.00 10.82 324,600.00 - 0.00 - 0.00 - 0.00 30,000.00 324,600.001.2.25.4 Excavacin Masiva - Roca Ripiable m3 5,000.00 14.46 72,300.00 - 0.00 - 0.00 - 0.00 5,000.00 72,300.001.2.25.5 Excavacin Masiva - Roca m3 15,000.00 35.96 539,400.00 - 0.00 - 0.00 - 0.00 15,000.00 539,400.001.2.25.6 Excavacin Zanja - Suelo Comn m3 5,332.00 15.41 82,166.12 - 0.00 - 0.00 - 0.00 5,332.00 82,166.121.2.25.7 Excavacin Zanja - Roca Ripiable m3 1,059.00 68.98 73,049.82 - 0.00 - 0.00 - 0.00 1,059.00 73,049.821.2.25.8 Excavacin Escarpe m3 37,260.00 12.04 448,610.40 - 0.00 - 0.00 - 0.00 37,260.00 448,610.401.2.25.9 Relleno Estructural - Zanja de Anclaje m3 1,059.00 86.23 91,317.57 - 0.00 - 0.00 - 0.00 1,059.00 91,317.57

    1.2.25.10 Recubrimiento de Top Soil m3 414.00 87.21 36,104.94 - 0.00 - 0.00 - 0.00 414.00 36,104.941.2.25.11 Geoweb GW30W-29 m2 16,905.00 54.72 925,041.60 - 0.00 - 0.00 - 0.00 16,905.00 925,041.601.2.25.12 Geotextil 250 gr/m2 m2 21,321.00 10.22 217,900.62 - 0.00 - 0.00 - 0.00 21,321.00 217,900.621.2.25.13 Concreto Clase C1 para Geoweb m3 1,035.00 97.15 100,550.25 - 0.00 - 0.00 - 0.00 1,035.00 100,550.251.2.25.14 Concreto Proyectado m3 3,029.00 447.15 1,354,417.35 - 0.00 - 0.00 - 0.00 3,029.00 1,354,417.351.2.25.15 Malla Electrosoldada kg 95,807.00 8.10 776,036.70 - 0.00 - 0.00 - 0.00 95,807.00 776,036.70

    Obras de Cruce1.2.25.16 Excavacin Estructural - Suelo Comn m3 630.00 15.41 9,708.30 - 0.00 - 0.00 - 0.00 630.00 9,708.301.2.25.17 Relleno Estructural - Obras de Cruce m3 390.00 86.23 33,629.70 - 0.00 - 0.00 - 0.00 390.00 33,629.701.2.25.18 Concreto Estructural Clase C1 - Obras de Cruce m3 390.00 97.15 37,888.50 - 0.00 - 0.00 - 0.00 390.00 37,888.501.2.25.19 Armaduras de Refuerzo kg 42,130.00 6.20 261,206.00 - 0.00 - 0.00 - 0.00 42,130.00 261,206.001.2.25.20 Solado m3 30.00 72.03 2,160.90 - 0.00 - 0.00 - 0.00 30.00 2,160.90

    Empalme Canal de Contorno - Carretera Ferrobamba1.2.25.21 Excavacin Masiva - Suelo Comn m3 8,200.00 10.82 88,724.00 - 0.00 - 0.00 - 0.00 8,200.00 88,724.001.2.25.22 Excavacin Masiva - Roca Ripiable m3 11,900.00 14.46 172,074.00 - 0.00 - 0.00 - 0.00 11,900.00 172,074.001.2.25.23 Excavacin Masiva - Roca m3 7,400.00 35.96 266,104.00 - 0.00 - 0.00 - 0.00 7,400.00 266,104.001.2.25.24 Relleno Estructural - Terraplen m3 4,400.00 50.64 222,816.00 - 0.00 - 0.00 - 0.00 4,400.00 222,816.001.2.25.25 Finish Grade - Afirmado m3 1,820.00 80.75 146,965.00 - 0.00 - 0.00 - 0.00 1,820.00 146,965.001.2.25.26 Solado m3 45.00 72.03 3,241.35 - 0.00 - 0.00 - 0.00 45.00 3,241.351.2.25.27 Concreto Estructural Clase 1 m3 520.00 97.15 50,518.00 - 0.00 - 0.00 - 0.00 520.00 50,518.001.2.25.28 Armaduras de Refuerzo kg 62,400.00 6.20 386,880.00 - 0.00 - 0.00 - 0.00 62,400.00 386,880.00

    Obras de Captacin (N01 a N11)1.2.25.29 Excavacin Zanja - Suelo Comn m3 6,273.00 15.41 96,666.93 - 0.00 - 0.00 - 0.00 6,273.00 96,666.931.2.25.30 Excavacin Escarpe m3 615.00 33.14 20,381.10 - 0.00 - 0.00 - 0.00 615.00 20,381.101.2.25.31 Relleno Estructural m3 62.00 86.23 5,346.26 - 0.00 - 0.00 - 0.00 62.00 5,346.261.2.25.32 Concreto Estructural Clase C1 m3 111.00 97.15 10,783.65 - 0.00 - 0.00 - 0.00 111.00 10,783.651.2.25.33 Armaduras de Refuerzo kg 8,610.00 6.20 53,382.00 - 0.00 - 0.00 - 0.00 8,610.00 53,382.001.2.25.34 Enrocado entre 250 y 400kg m3 1,476.00 57.21 84,441.96 - 0.00 - 0.00 - 0.00 1,476.00 84,441.961.2.25.35 Mampostera en Piedra e=30cm m3 1,661.00 238.00 395,318.00 - 0.00 - 0.00 - 0.00 1,661.00 395,318.001.2.25.36 Accesos a la Excavacin en zonas de Gran Pendiente Gl 1.00 101,287.23 101,287.23 - 0.00 - 0.00 - 0.00 1.00 101,287.231.2.25.37 Extendido en botadero m2 117,387.00 5.08 596,325.96 - 0.00 - 0.00 - 0.00 117,387.00 596,325.96

    1.2.26 Trabajos para Proyecto Nueva FuerabambaDrenes Horizontales - CCN No. 23

    1.2.26.1 Movilizacin y desmovilizacin de maquinaria GL 0.85 50,600.00 42,903.54 - 0.00 0.85 42,903.54 0.85 42,903.54 0.00 0.001.2.26.2 Perforacin a 2.5" hasta 25 ml longitud horizontal ml 2,063.50 538.42 1,111,029.67 - 0.00 2,063.50 1,111,029.67 2,063.50 1,111,029.67 0.00 0.00

    Excavacin y Drenajes - CCN No. 311.2.26.3 Movilizacin y desmovilizacin de maquinaria GL 1.00 53,020.88 53,020.88 - 0.00 1.00 53,020.88 1.00 53,020.88 0.00 0.001.2.26.4 Excavacin de material inadecuado m3 32,545.09 24.20 787,591.18 - 0.00 26,869.98 650,253.52 26,869.98 650,253.52 5,675.11 137,337.661.2.26.5 Suministro y clocacin de dren californiano D63mm ml 1,455.00 484.58 705,063.90 - 0.00 1,249.00 605,240.42 1,249.00 605,240.42 206.00 99,823.48

    Terminacin y refino de taludes (se distribuy entre las facilities correspondientes del contrato)

  • Obrascn Huarte Lan SA Sucursal del Per Contrato: No. 25635-220-HC3-CE00-00006 Pgina 8 de 109

    tem DESCRIPCION Unidad Cantidad

    Valor Actual

    Valor Total Valor Total Valor Total Valor Total

    Cant S/, Cant S/, Cant S/, Cant S/,

    Precio UnitarioS/.

    Valor totalS/.

    Valor AcumuladoPrevio

    Valor AcumuladoActual

    SALDOS, no pueden ser negativos

    RetencionActual

    Suministro e Instalacin de Biomantas en Taludes - CCN No. 321.2.26.6 Refino de taludes en retaluzado m2 7,500.00 6.67 50,018.88 - 0.00 4,820.67 32,149.94 4,820.67 32,149.94 2,679.33 17,868.941.2.26.7 Suministro e instalacin de biomantas en taludes m2 18,000.00 15.90 286,245.76 - 0.00 4,080.00 64,882.37 4,080.00 64,882.37 13,920.00 221,363.391.2.26.8 Cuneta con media caa de tubera hdpe de 30 ml 325.00 378.38 122,972.19 - 0.00 131.51 49,760.22 131.51 49,760.22 193.49 73,211.971.2.26.9 Transporte a distancia mayor de 2 km Km/m3 37,500.00 1.96 73,456.69 - 0.00 31,303.53 61,318.77 31,303.53 61,318.77 6,196.47 12,137.92

    Trabajos en plataforma mercado y estacin de autobuses - CCN No. 33Trabajos mercado

    1.2.26.10 Conformacin de explanada en fino a las cotas de proyecto m2 2,605.55 48.70 126,890.29 - 0.00 2,112.92 102,899.20 2,112.92 102,899.20 492.63 23,991.091.2.26.11 Colocacin de gaviones segn plano sin suministro de malla de gaviones m3 300.00 332.65 99,796.20 - 0.00 - 0.00 - 0.00 300.00 99,796.201.2.26.12 Relleno en trazados de muro sin incluir carga y transporte de material m3 1,500.00 26.54 39,810.00 - 0.00 - 0.00 - 0.00 1,500.00 39,810.00

    Trabajo en estacin autobuses 0.001.2.26.13 Conformacin de explanada en fino a las cotas de proyecto m2 2,112.92 48.70 102,899.20 - 0.00 2,605.55 126,890.29 2,605.55 126,890.29 -492.63 -23,991.09

    1.2.26.14 m3 23,000.00 13.11 301,530.00 - 0.00 - 0.00 - 0.00 23,000.00 301,530.00

    Trabajos de armadura y carpintera1.2.26.15 Trabajos de armadura en paradero de buses Gl 1.00 108,200.00 108,200.00 - 0.00 0.20 21,640.00 0.20 21,640.00 0.80 86,560.001.2.26.16 Trabajos de armadura en camal Gl 1.00 51,500.00 51,500.00 - 0.00 0.20 10,300.00 0.20 10,300.00 0.80 41,200.001.2.26.17 Trabajose de armadura en mercado de abastos Gl 1.00 96,800.00 96,800.00 - 0.00 0.20 19,360.00 0.20 19,360.00 0.80 77,440.001.2.26.18 Trabajos de encofrado en paradero de buses Gl 1.00 53,345.00 53,345.00 - 0.00 0.20 10,669.00 0.20 10,669.00 0.80 42,676.001.2.26.19 Trabajos de encofrado en camal Gl 1.00 41,215.00 41,215.00 - 0.00 0.20 8,243.00 0.20 8,243.00 0.80 32,972.001.2.26.20 Trabajos de encofrado en mercado de abastos Gl 1.00 33,690.00 33,690.00 - 0.00 0.20 6,738.00 0.20 6,738.00 0.80 26,952.00

    -

    1.2.26.21 Perforacin a 2.5" hasta 25 ml longitud horizontal ml 2,500.00 444.20 1,110,500.00 - 0.00 - 0.00 - 0.00 2,500.00 1,110,500.001.2.26.22 Traslado e implantacin de dos equipos programados ud 1.00 23,300.00 23,300.00 - 0.00 - 0.00 - 0.00 1.00 23,300.00

    Chancado y cribado de material de gravera - CCN No.37 -

    1.2.26.23 m3 25,000.00 28.23 705,750.00 - 0.00 5,767.50 162,816.53 5,767.50 162,816.53 19,232.50 542,933.48

    1.2.27 Facility 0911 (0230 - 0240 - 0391) tuneles de recuperacin y emergencia 0.00 0.00 0.00 0.00 0.00 0.00 0.001.2.27.1 Hueco De Drenaje D=3" De L Variable ml - 0.00 0.00 0.00 0.00 114.00 0.00 114.00 0.00 -114.00 - 0.001.2.28 Facility 0000 General 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    1.2.28.1 Suministro e instalacin de tuberia de 24" ml - 689.00 0.00 0.00 0.00 916.78 631,661.42 916.78 631,661.42 -916.78 -631,661.42 63,166.141.2.29 Facility 0911 (922) PLATAFORMA PTAR 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    1.2.29.1 Limpieza y despeje de terreno ha - 16,760.32 0.00 0.00 0.00 0.52 8,715.37 0.52 8,715.37 -0.52 -8,715.37 871.541.2.29.2 Escarpe m3 12.04 0.00 3,081.93 37,106.441.2.29.3 Excavacin masiva en suelo comn m3 10.82 0.00 4,348.42 47,049.901.2.29.4 Excavacin masiva en roca escarificable m3 14.46 0.00 - 0.001.2.29.5 Excavacin masiva en roca m3 35.96 0.00 - 0.001.2.29.6 Relleno Masivo con Compactacin Controlada con Material Local m3 13.85 0.00 12,270.14 169,941.441.2.29.7 Excavacin en fundacin m3 15.41 0.00 - 0.001.2.29.8 Preparacion de Subrasante m2 2.03 0.00 2,843.12 5,771.531.2.30 Facility 0911 (921) CANALETA DE AGUAS CONTACTADAS 0.00 0.00 0.00 0.00 0.00 85,122,711.69 0.00

    1.2.30.1 Limpieza y despeje de terreno ha - 16,760.32 0.00 0.00 0.00 - 0.00 - 0.00 - - 0.001.2.30.2 Escarpe m3 12.04 0.00 - 0.001.2.30.3 Excavacin Masiva en Suelo Comn m3 10.82 0.00 2,451.60 26,526.311.2.30.4 Relleno Masivo con Compactacin Controlada con Material Local m3 13.85 0.00 14,849.30 205,662.811.2.30.5 Preparacion de Subrasante m2 2.03 0.00 6,254.96 12,697.571.2.31 DRENAJE PROFUNDO CONCENTRADORA 0.00 0.00 0.00 0.00 0.00 85,122,711.69 0.00

    1.2.31.1 Suministro e Instalacin de Tubera 4" ml - 96.67 0.00 0.00 0.00 - 0.00 - 0.00 - - 0.001.2.32 DERRAME DE MOLIENDA 0.00 0.00 0.00 0.00 0.00 85,122,711.69 0.00

    1.2.32.1 Relleno de zanja m3 - 26.43 0.00 0.00 0.00 2,905.36 76,788.66 2,905.36 76,788.66 -2,905.36 -76,788.66 7,678.871.2.33 BOTADEROS 0.00 - 0.00 0.00 - - 0.00

    1.2.33.1 Suministro e Instalacin de Malla Drenante (Sit Fences) ml - 38.27 0.00 0.00 160.00 6,123.20 160.00 6,123.20 -160.00 -6,123.20 612.321.2.33.2 Endentado de taludes m3 - 15.41 0.00 0.00 5,649.45 87,058.02 5,649.45 87,058.02 -5,649.45 -87,058.02 8,705.80

    Chancado de material limpio sin finos de 4 pulgadas a 2 pulgadas - CCN No. 35Chancado de material limpio sin finos de 4 pulgadas a 2 pulgadas, mediante chancador secundario, incluido la carga y apilamiento del material.

    Perforacin de drenes horizontales en el sector centro suelo talud superior - CCN No. 36

    Chancado y cribado de material de gravera para produccin de ridos (se incluye carga y apliamiento de material

    REALES NO CONTEMPLADOS EN CANTIDADES DE CONTRATO ENMENDADOS

  • Obrascn Huarte Lan SA Sucursal del Per Contrato: No. 25635-220-HC3-CE00-00006 Pgina 9 de 109

    tem DESCRIPCION Unidad Cantidad

    Valor Actual

    Valor Total Valor Total Valor Total Valor Total

    Cant S/, Cant S/, Cant S/, Cant S/,

    Precio UnitarioS/.

    Valor totalS/.

    Valor AcumuladoPrevio

    Valor AcumuladoActual

    SALDOS, no pueden ser negativos

    RetencionActual

    1.2.34 CANTERA DE CHUSPIRI 0.00 - 0.00 0.00 - 85,122,711.69 0.001.2.34.1 Limpieza y Despeje del Terreno ha - 16,760.32 0.00 0.00 160.00 2,681,651.20 160.00 2,681,651.20 -160.00 -2,681,651.20 268,165.121.2.34.2 Escarpe m3 - 12.04 0.00 0.00 5,649.45 68,019.38 5,649.45 68,019.38 -5,649.45 -68,019.38 6,801.941.2.34.3 Excavacin Masiva en Suelo Comn m3 - 10.82 0.00 0.00 0.00 - 0.00 - 0.001.2.34.4 Excavacin Masiva en Roca Ripable m3 - 14.46 0.00 0.00 0.00 - 0.00 - 0.001.2.34.5 Excavacin Masiva en Roca m3 - 35.96 0.00 0.00 0.00 - 0.00 - 0.00

    1.30 Gastos Generales y Utilidades 0.00 0.00 0.00 0.00 - - 0.001.3.1 Gastos Generales (22.19411556%) Gl 3.50 16,628,508.30 58,250,143.87 2.74 45,552,799.17 0.44 7,325,857.23 3.18 52,878,656.39 0.32 5,371,487.48 732,585.721.3.2 Utilidades (10.23882236%) Gl 3.50 7,671,238.00 26,872,567.82 2.74 21,014,895.48 0.44 3,379,641.35 3.18 24,394,536.83 0.32 2,478,030.99 337,964.14

    0.00 0.00 0.00 0.00 - - 0.000.00 0.00 0.00 0.00 - - 0.000.00 0.00 0.00 - - 0.00

    TOTALES 347,580,315.40 205,821,858.32 62,709,714.37 269,036,328.69 635,214,597.28 2,458,659.41 AVANCE TOTAL DEL CONTRATO 57.40%

    AVANCE A COSTO DIRECTO 42.05%VALOR NETO ESTADO DE PAGO 205,821,858.32 62,709,714.37 268,531,572.69

    ANTICIPO 01 (19,844,559.26) 19,844,559.26 0.00 19,844,559.26 ANTICIPO 02 (24,150,000.00) 24,150,000.00 0.00 24,150,000.00

    DEVOLUCION ANTICIPO 01 (19,844,559.26) (19,844,559.26) 0.00 (19,844,559.26)| DEVOLUCION ANTICIPO 02 (24,150,000.00) (2,530,101.66) (12,541,942.87) (15,072,044.53)

    VALOR NETO A FACTURAR 227,441,756.66 50,167,771.49 277,609,528.15 IGV 18% 40,939,516.20 9,030,198.87 49,969,715.07

    VALOR TOTAL FACTURA 268,381,272.86 59,197,970.36 327,579,243.22 RETENCIN (20,582,185.83) (6,270,971.44) (26,853,157.27)

    VALOR A PAGAR 247,799,087.03 52,926,998.93 300,726,085.95

    BECHTELCARGO NOMBRE Y FIRMA FECHA CARGO NOMBRE Y FIRMA FECHA

    1. Contratista Antonio Hermana 5. Gerencia de Contratos

    2. Gerencia de Ingeniera y Terreno 6. Gerencia de Construccin

    3. Gerencia de Control de Proyectos 7. Gerencia de Proyecto

    4. Gerencia de Relaciones Laborales 8. Gerencia de Administracin y Finanzas

    GLENCORECARGO NOMBRE Y FIRMA FECHA CARGO NOMBRE Y FIRMA FECHA

    1. Gerencia de Control de Proyectos 3. Gerencia de Construccin

    2. Gerencia de Contratos 4. Gerencia de Proyectos

  • Obrascn Huarte Lan SA Sucursal del Per Contrato: No. 25635-220-HC3-CE00-00006 Pgina 10 de 109

    BECHTEL CHILE LTDA. - PROYECTO LAS BAMBAS EDP N: 20 Rev.0OBRASCON HUARTE LAIN S.A. SUCURSAL DEL PER - MOVIMIENTOS DE TIERRA MASIVO PLANTA CONCENTRADORA - PAQUETE 6 Moneda: S/.

    CONTRATO No. 25635-220-HC3-CE00-00006 Fecha de emisin 19-Sep-13EDP 20 Rev. 0- VALORIZACIN AGOSTO 2013 Fecha de Cierre 28-Aug-13

    tem DESCRIPCION Unidad Cantidad

    Valor Actual

    Valor Total Valor Total Valor Total Valor Total

    Cant S/, Cant S/, Cant S/, Cant S/,

    1.10 Partidas a Suma Alzada 0.00 0.00 0.00 0.00 0.00 0.001.1.1 Movilizacin y Desmovilizacin de Obra Gl 1.00 2,298,160.21 2,298,160.21 0.70 1,608,712.15 - 0.00 0.70 1,608,712.15 0.30 689,448.06 0.001.1.2 Campamento Gl 1.64 3,241,343.02 5,325,063.53 1.50 4,862,014.53 0.07 231,524.50 1.57 5,093,539.03 0.07 231,524.50 23,152.451.1.3 Servicio y Alimentacin Gl 2.29 3,665,755.51 8,378,869.74 2.00 7,331,511.02 0.14 523,679.36 2.14 7,855,190.38 0.14 523,679.36 52,367.94

    0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001.20 Partidas a Precios unitarios 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001.2.1 Facility 0911 (0230 - 0240-0391) - Acopio de mineral grueso 0.00 0.00 0.00 0.00 0.00 22,577,897.24 0.00

    1.2.1.1 Limpieza y Despeje del Terreno H 7.00 16,760.32 117,322.24 6.92 115,981.41 - 0.00 6.92 115,981.41 0.08 1,340.83 0.001.2.1.2 Escarpe m3 28,000.00 12.04 337,120.00 27,642.39 332,814.38 - 0.00 27642.39 332,814.38 357.61 4,305.62 0.001.2.1.3 Excavacin Masiva en Suelo Comn m3 6,000.00 10.82 64,920.00 - 0.00 - 0.00 0.00 0.00 6,000.00 64,920.00 0.001.2.1.4 Excavacin Masiva en Roca Ripable m3 8,100.00 14.46 117,126.00 8,034.98 116,185.81 - 0.00 8034.98 116,185.81 65.02 940.19 0.001.2.1.5 Excavacin Masiva en Roca m3 280,000.00 35.96 10,068,800.00 266,054.04 9,567,303.28 - 0.00 266054.04 9,567,303.28 13,945.96 501,496.72 0.001.2.1.6 Relleno Masivo con Compactacin Controlada con Material Local m3 55,500.00 13.85 768,675.00 55,270.80 765,500.58 - 0.00 55270.80 765,500.58 229.20 3,174.42 0.001.2.1.7 Relleno Masivo con Compactacin Controlada con Material Emprstito m3 - 37.59 0.00 - 0.00 - 0.00 0.00 0.00 - - 0.001.2.1.8 Relleno Estructural m3 0.00 50.64 0.00 - 0.00 - 0.00 - 0.00 0.00 - 0.001.2.1.9 Preparacin de la Subrasante m2 4,500.00 2.03 9,135.00 - 0.00 4,500.00 9,135.00 4500.00 9,135.00 0.00 0.00 913.501.2.1.10 Endentado de talud m3 16,000.00 15.41 246,560.00 15,650.84 241,179.44 - 0.00 15650.84 241,179.44 349.16 5,380.56 0.001.2.1.11 Fortificacin de Taludes m3 - 803.92 0.00 - 0.00 - 0.00 0.00 0.00 - - 0.001.2.1.12 Suministro e Instalacion de Enrocado m3 33,500.00 57.21 1,916,535.00 33,268.42 1,903,286.31 - 0.00 33268.42 1,903,286.31 231.58 13,248.69 0.00

    1.2.1.13 m3 9,000.00 57.21 514,890.00 0.00 0.00