VALORIZACIÓN N° 07: UTP LOS OLIVOS - ESTRUCTURA OBRA : UTP LOS OLIVOSUBICACIÓN : AV. ALFREDO MENDIOLACONTRATANTE : YMSACONTRATISTA : D&AL CONTRATISTAS GENERALES SACRUC : 20555521856FECHA : 21/08/2015

No DESCRIPCIONCONTRATO VAL. ANTERIORES VAL. ACTUAL VAL. ACUMULADO SALDO

UNIDAD CANTIDAD P.U. TOTAL S/. CANTIDAD MONTO S/. CANTIDAD MONTO S/. CANTIDAD MONTO S/. CANTIDAD MONTO S/.

01 ESTRUCTURAS 15.0001.01 MOVIMIENTO DE TIERRAS 15.0001.01.01 EXCAVACIONES 15.0001.01.01.02 EXCAV. ZANJAS P/ CIMIENTOS, H = hasta1.00 M M3 130.8 15.00 S/. 45.00 S/. 5,886.00 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 130.80 S/. 5,886.0001.01.01.03 EXCAV. ZAPATAS, H = hasta 1.80 M M3 82.65 15.00 S/. 45.00 S/. 3,719.25 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 82.65 S/. 3,719.2501.01.01.04 EXCAV. ZAPATAS, H = hasta 3.55 M M3 1299.2863095 15.00 S/. 45.00 S/. 58,467.88 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 1299.29 S/. 58,467.8801.02 CONCRETO SIMPLE 15.00 0.00 S/. 0.0001.02.01 RELLENO DE CONCRETO CICLOPEO 15.00 0.00 S/. 0.0001.02.01.01 CONCRETO CICLOPEO F'C=100 KG/CM2+ 30% P.G. 6" - PIT DE ASCENSORES M3 33.12 15.00 S/. 80.00 S/. 2,649.60 25.00 S/. 2,000.00 0.00 S/. 0.00 25.00 S/. 0.00 8.12 S/. 649.6001.02.01.02 ENCOFRADO Y DESENCOFRADO NORMAL M2 35.36 15.00 S/. 18.00 S/. 636.48 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 35.36 S/. 636.4801.02.02 FALSA ZAPATA 15.00 0.00 S/. 0.0001.02.02.01 CONCRETO CICLOPEO F'C=100 KG/CM2+ 30% P.G. 6" - FALSA ZAPATA M3 190.35 15.00 S/. 75.00 S/. 14,276.25 190.35 S/. 14,276.25 0.00 S/. 0.00 190.35 S/. 0.00 0.00 S/. 0.0001.02.03 FALSO CIMIENTO 15.00 0.00 S/. 0.0001.02.03.01 CONCRETO CICLOPEO F'C=100 KG/CM2+ 30% P.G. 6" - FALSO CIMIENTO M3 56.54 15.00 S/. 75.00 S/. 4,240.50 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 56.54 S/. 4,240.5001.02.04 SOLADOS 15.00 0.00 S/. 0.0001.02.04.01 CONCRETO CICLOPEO C:H 1:12 + 30% P.G., E=10 cm - SOLADOS M2 576.41634528 15.00 S/. 75.00 S/. 43,231.23 499.52 S/. 37,464.00 0.00 S/. 0.00 499.52 S/. 0.00 76.90 S/. 5,767.2301.02.04.02 ENCOFRADO DE FRISOS, H=10 cm - SOLADOS M 0 15.00 0.00 S/. 0.0001.02.05 CIMIENTOS CORRIDOS 15.00 0.00 S/. 0.0001.02.05.01 CONCRETO CICLOPEO F'C=100 KG/CM2+ 30% P.G. 4" - CIMIENTOS CORRIDOS M3 41.32 15.00 S/. 75.00 S/. 3,099.00 16.58 S/. 1,243.13 0.00 S/. 0.00 16.58 S/. 0.00 24.74 S/. 1,855.8701.02.07 GRADAS 15.00 0.00 S/. 0.0001.02.07.01 CONCRETO F'C = 175 KG/CM2 - GRADAS M3 15.49 15.00 S/. 31.50 S/. 487.94 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 15.49 S/. 487.9401.02.07.02 ENCOFRADO Y DESENCOFRADO NORMAL GRADAS M2 37.25 15.00 S/. 18.00 S/. 670.50 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 37.25 S/. 670.5001.03 CONCRETO ARMADO 15.00 0.00 S/. 0.0001.03.01 ZAPATAS 15.00 0.00 S/. 0.0001.03.01.01 CONCRETO PREMEZCLADO F'C = 280 KG/CM2 - ZAPATAS M3 1098.50202066 15.00 S/. 31.50 S/. 34,602.81 639.51 S/. 20,144.57 0.00 S/. 0.00 639.51 S/. 0.00 458.99 S/. 14,458.2501.03.01.02 ACERO CORRUGADO FY = 4200 KG/CM2 KG 69840.8622459 15.00 S/. 0.74 S/. 51,333.03 68906.65 S/. 50,646.38 0.00 S/. 0.00 68906.65 S/. 0.00 934.22 S/. 686.6501.03.02 VIGAS DE CIMENTACIÓN 15.00 0.00 S/. 0.0001.03.02.01 CONCRETO PREMEZCLADO F'C = 280 KG/CM2 - VIGAS DE CIMENTACIÓN M3 14.12 15.00 S/. 31.50 S/. 444.78 21.14 S/. 666.02 0.00 S/. 0.00 21.14 S/. 0.00 -7.02 -S/. 221.2401.03.02.02 ENCOFRADO Y DESENCOFRADO NORMAL - VIGAS DE CIMENTACIÓN M2 62.62 15.00 S/. 18.00 S/. 1,127.16 32.48 S/. 584.64 0.00 S/. 0.00 32.48 S/. 0.00 30.14 S/. 542.5201.03.02.03 ACERO CORRUGADO FY = 4200 KG/CM2 KG 2784.63 15.00 S/. 0.74 S/. 2,046.70 1806.28 S/. 1,327.62 0.00 S/. 0.00 1806.28 S/. 0.00 978.35 S/. 719.0901.03.03 CIMIENTOS REFORZADOS 15.00 0.00 S/. 0.0001.03.03.01 CONCRETO PREMEZCLADO F'C = 280 KG/CM2 - CIMIENTOS REFORZADOS M3 26.61 15.00 S/. 31.50 S/. 838.22 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 26.61 S/. 838.2201.03.03.02 ACERO CORRUGADO FY = 4200 KG/CM2 KG 427.73 15.00 S/. 0.74 S/. 314.38 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 427.73 S/. 314.3801.03.04 SOBRECIMIENTOS REFORZADOS 15.00 0.00 S/. 0.0001.03.04.01 CONCRETO PREMEZCLADO F'C = 210 KG/CM2 - SOBRECIMIENTOS REFORZADOS M3 9.78 15.00 S/. 31.50 S/. 308.07 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 9.78 S/. 308.0701.03.04.02 ENCOFRADO Y DESENCOFRADO NORMAL SOBRECIMIENTOS REFORZADOS M2 146.87 15.00 S/. 18.00 S/. 2,643.66 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 146.87 S/. 2,643.6601.03.04.03 ACERO CORRUGADO FY = 4200 KG/CM2 KG 450.68 15.00 S/. 0.74 S/. 331.25 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 450.68 S/. 331.2501.03.05 MUROS DE CONCRETO SUBESTACION 15.00 0.00 S/. 0.0001.03.05.01 CONCRETO PREMEZCLADO F'C = 210 KG/CM2 - MURO DE CONCRETO M3 148.28 15.00 S/. 31.50 S/. 4,670.82 19.00 S/. 598.50 0.00 S/. 0.00 19.00 S/. 0.00 129.28 S/. 4,072.3201.03.05.04 ENCOFRADO Y DESENCOFRADO METALICO - MUROS DE CONCRETO A UNA CARA M2 259.08 15.00 S/. 18.00 S/. 4,663.44 22.40 S/. 403.20 0.00 S/. 0.00 22.40 S/. 0.00 236.68 S/. 4,260.2401.03.05.05 ENCOFRADO Y DESENCOFRADO METALICO - MUROS DE CONTENCIÓN A DOS CARAS M2 913.64 15.00 S/. 18.00 S/. 16,445.52 139.98 S/. 2,519.64 0.00 S/. 0.00 139.98 S/. 0.00 773.66 S/. 13,925.8801.03.05.06 ACERO CORRUGADO FY = 4200 KG/CM2 KG 14345.43 15.00 S/. 0.74 S/. 10,543.89 14345.43 S/. 10,543.89 0.00 S/. 0.00 14345.43 S/. 0.00 0.00 S/. 0.0001.03.06 PLACAS 15.00 0.00 S/. 0.0001.03.06.01 CONCRETO PREMEZCLADO F'C = 210 KG/CM2 - PLACAS M3 936.62555148 15.00 S/. 31.50 S/. 29,503.70 27.95 S/. 880.43 0.00 S/. 0.00 27.95 S/. 0.00 908.68 S/. 28,623.2801.03.06.02 CONCRETO PREMEZCLADO F'C = 280 KG/CM2 - PLACAS M3 453.5506296 15.00 S/. 31.50 S/. 14,286.84 281.86 S/. 8,878.48 106.01 S/. 3,339.33 387.87 S/. 0.00 65.68 S/. 2,069.0301.03.06.03 CONCRETO PREMEZCLADO F'C = 350 KG/CM2 - PLACAS M3 298.4164992 15.00 S/. 31.50 S/. 9,400.12 180.34 S/. 5,680.69 0.00 S/. 0.00 180.34 S/. 0.00 118.08 S/. 3,719.4301.03.06.04 ENCOFRADO Y DESENCOFRADO METALICO - PLACAS M2 9673.796214 15.00 S/. 18.00 S/. 174,128.33 3889.60 S/. 70,012.86 643.70 S/. 11,586.67 4533.31 S/. 0.00 5140.49 S/. 92,528.8001.03.06.05 ACERO CORRUGADO FY = 4200 KG/CM2 KG 158466.8863125 15.00 S/. 0.74 S/. 116,473.16 51588.67 S/. 37,917.68 8,298.26 S/. 6,099.22 59886.93 S/. 0.00 98579.96 S/. 72,456.27

01.03.07 COLUMNAS 15.00 0.00 S/. 0.0001.03.07.01 CONCRETO PREMEZCLADO F'C = 210 KG/CM2 - COLUMNAS M3 294.544038 15.00 S/. 31.50 S/. 9,278.14 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 294.54 S/. 9,278.1401.03.07.02 CONCRETO PREMEZCLADO F'C = 280 KG/CM2 - COLUMNAS M3 181.9676838 15.00 S/. 31.50 S/. 5,731.98 89.26 S/. 2,811.77 42.30 S/. 1,332.59 131.57 S/. 0.00 50.40 S/. 1,587.6201.03.07.03 CONCRETO PREMEZCLADO F'C = 350 KG/CM2 - COLUMNAS M3 98.39377 15.00 S/. 31.50 S/. 3,099.40 41.60 S/. 1,310.39 0.00 S/. 0.00 41.60 S/. 0.00 56.79 S/. 1,789.0101.03.07.04 ENCOFRADO Y DESENCOFRADO METALICO - COLUMNAS M2 3458.032704 15.00 S/. 18.00 S/. 62,244.59 910.72 S/. 16,392.96 278.63 S/. 5,015.25 1189.35 S/. 0.00 2268.69 S/. 40,836.3801.03.07.05 ACERO CORRUGADO FY = 4200 KG/CM2 KG 121677.3010174 15.00 S/. 0.74 S/. 89,432.82 28095.35 S/. 20,650.08 6,111.00 S/. 4,491.59 34206.35 S/. 0.00 87470.95 S/. 64,291.1501.03.09 VIGAS 15.00 0.00 S/. 0.0001.03.09.01 CONCRETO PREMEZCLADO F'C = 210 KG/CM2 - VIGAS M3 930.965469 15.00 S/. 31.50 S/. 29,325.41 218.57 S/. 6,885.00 88.09 S/. 2,774.69 306.66 S/. 0.00 624.31 S/. 19,665.7201.03.09.02 ENCOFRADO Y DESENCOFRADO METALICO - VIGAS M2 5058.15911238 15.00 S/. 18.00 S/. 91,046.86 208.89 S/. 3,760.02 0.00 S/. 0.00 208.89 S/. 0.00 4849.27 S/. 87,286.8401.03.09.03 ACERO CORRUGADO FY = 4200 KG/CM2 KG 206985.556578 15.00 S/. 0.74 S/. 152,134.38 47268.06 S/. 34,742.02 16,250.00 S/. 11,943.75 63518.06 S/. 0.00 143467.50 S/. 105,448.6101.03.12 LOSA ALIGERADA, H=0.20 M 15.00 0.00 S/. 0.0001.03.12.01 CONCRETO PREMEZCLADO F'C = 210 KG/CM2 - LOSA ALIGERADA, H=0.20 M M3 11.310162 15.00 S/. 31.50 S/. 356.27 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 11.31 S/. 356.2701.03.12.02 ENCOFRADO Y DESENCOFRADO NORMAL C/ PUNTALES METALICOS - LOSA ALIGERADA, H=0.20 M M2 116.5129778 15.00 S/. 18.00 S/. 2,097.23 12.30 S/. 221.40 0.00 S/. 0.00 12.30 S/. 0.00 104.21 S/. 1,875.8301.03.12.04 LADRILLO ARCILLA PARA TECHO 15 x 30 x 30 cm UND 856.05374 15.00 S/. 0.85 S/. 727.65 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 856.05 S/. 727.6501.03.12.05 ACERO CORRUGADO FY = 4200 KG/CM2 KG 837.628904 15.00 S/. 0.74 S/. 615.66 8852.28 S/. 6,506.42 5,311.37 S/. 3,903.85 14163.64 S/. 0.00 -13326.01 -S/. 9,794.6201.03.13 LOSA ALIGERADA, H=0.25 M 15.00 0.00 S/. 0.00 S/. 0.0001.03.13.01 CONCRETO PREMEZCLADO F'C = 210 KG/CM2 - LOSA ALIGERADA, H=0.25 M M3 990.6888006 15.00 S/. 31.50 S/. 31,206.70 337.55 S/. 10,632.74 154.89 S/. 4,878.97 492.44 S/. 0.00 498.25 S/. 15,694.9901.03.13.02 ENCOFRADO Y DESENCOFRADO NORMAL C/ PUNTALES METALICOS - LOSA ALIGERADA, H=0.25 M M2 9293.511449 15.00 S/. 18.00 S/. 167,283.21 211.06 S/. 3,799.03 0.00 S/. 0.00 211.06 S/. 0.00 9082.45 S/. 163,484.1801.03.13.04 LADRILLO ARCILLA PARA TECHO 20 x 30 x 30 cm UND 78119.2068 15.00 S/. 0.85 S/. 66,401.33 1825.80 S/. 1,551.93 0.00 S/. 0.00 1825.80 S/. 0.00 76293.41 S/. 64,849.4001.03.13.05 ACERO CORRUGADO FY = 4200 KG/CM2 KG 73292.125272 15.00 S/. 0.74 S/. 53,869.71 2648.52 S/. 1,946.66 0.00 S/. 0.00 2648.52 S/. 0.00 70643.61 S/. 51,923.0501.03.14 LOSA MACIZA, H=0.20 M 15.00 0.00 S/. 0.0001.03.14.01 CONCRETO PREMEZCLADO F'C = 210 KG/CM2 - LOSA MACIZA, H=0.20 M M3 497.095275 15.00 S/. 31.50 S/. 15,658.50 67.58 S/. 2,128.69 30.98 S/. 975.86 98.56 S/. 0.00 398.54 S/. 12,553.9501.03.14.02 ENCOFRADO Y DESENCOFRADO C/ PUNTALES METALICOS - LOSA MACIZA, H=0.20 M M2 2460.955836 15.00 S/. 18.00 S/. 44,297.21 273.03 S/. 4,914.45 0.00 S/. 0.00 273.03 S/. 0.00 2187.93 S/. 39,382.7601.03.14.04 ACERO CORRUGADO FY = 4200 KG/CM2 KG 32162.751 15.00 S/. 0.74 S/. 23,639.62 4986.92 S/. 3,665.38 972.01 S/. 714.43 5958.93 S/. 0.00 26203.82 S/. 19,259.8101.03.15 LOSA MACIZA, H=0.25 M 15.00 0.00 S/. 0.0001.03.15.01 CONCRETO PREMEZCLADO F'C = 210 KG/CM2 - LOSA MACIZA, H=0.25 M M3 34.325106 15.00 S/. 31.50 S/. 1,081.24 34.33 S/. 1,081.24 0.00 S/. 0.00 34.33 S/. 0.00 0.00 S/. 0.0001.03.15.02 ENCOFRADO Y DESENCOFRADO C/ PUNTALES METALICOS - LOSA MACIZA, H=0.25 M M2 137.300424 15.00 S/. 18.00 S/. 2,471.41 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 137.30 S/. 2,471.4101.03.15.03 ACERO CORRUGADO FY = 4200 KG/CM2 KG 3219.92272606 15.00 S/. 0.74 S/. 2,366.64 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 3219.92 S/. 2,366.6401.03.16 ESCALERAS 15.00 0.00 S/. 0.0001.03.16.01 CONCRETO PREMEZCLADO F'C = 210 KG/CM2 - ESCALERAS M3 174.89 15.00 S/. 31.50 S/. 5,509.04 4.00 S/. 126.00 13.70 S/. 431.60 17.70 S/. 0.00 157.19 S/. 4,951.4301.03.16.02 ENCOFRADO Y DESENCOFRADO NORMAL - ESCALERAS M2 940.15 15.00 S/. 18.00 S/. 16,922.70 20.34 S/. 366.12 0.00 S/. 0.00 20.34 S/. 0.00 919.81 S/. 16,556.5801.03.16.03 ACERO CORRUGADO FY = 4200 KG/CM2 KG 7631.92 15.00 S/. 0.74 S/. 5,609.46 119.89 S/. 88.12 360.06 S/. 264.64 479.95 S/. 0.00 7151.97 S/. 5,256.7001.03.17 RAMPA, H=0.20 M (DISCAPACITADOS) 15.00 0.00 S/. 0.0001.03.17.01 CONCRETO PREMEZCLADO F'C = 210 KG/CM2 - RAMPA, H=0.20 M M3 2.56 15.00 S/. 31.50 S/. 80.64 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 2.56 S/. 80.6401.03.17.02 ENCOFRADO Y DESENCOFRADO C/ PUNTALES METALICOS - RAMPA, H=0.20 M M2 4.74 15.00 S/. 18.00 S/. 85.32 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 4.74 S/. 85.3201.03.17.03 ACERO CORRUGADO FY = 4200 KG/CM2 KG 180.2 15.00 S/. 0.74 S/. 132.45 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 180.20 S/. 132.4501.03.18 CISTERNA 15.00 0.00 S/. 0.0001.03.18.01 CONCRETO PREMEZCLADO F'C = 350 kg/cm2 - CISTERNA SUBTERRANEA M3 97.87 15.00 S/. 31.50 S/. 3,082.91 97.87 S/. 3,082.91 0.00 S/. 0.00 97.87 S/. 0.00 0.00 S/. 0.0001.03.18.02 ENCOFRADO Y DESENCOFRADO METALICO - CISTERNA SUBTERRANEA M2 436.99 15.00 S/. 18.00 S/. 7,865.82 436.99 S/. 7,865.82 0.00 S/. 0.00 436.99 S/. 0.00 0.00 S/. 0.0001.03.18.03 ACERO CORRUGADO FY = 4200 KG/CM2 KG 10057.57 15.00 S/. 0.74 S/. 7,392.31 10057.57 S/. 7,392.31 0.00 S/. 0.00 10057.57 S/. 0.00 0.00 S/. 0.0001.03.19 POZO SUMIDERO 15.00 0.00 S/. 0.0001.03.19.01 CONCRETO PREMEZCLADO F'C = 210 kg/cm2 - POZO SUMIDERO M3 1.81 15.00 S/. 31.50 S/. 57.02 1.81 S/. 57.02 0.00 S/. 0.00 1.81 S/. 0.00 0.00 S/. 0.0001.03.19.02 ENCOFRADO Y DESENCOFRADO METALICO - POZO SUMIDERO M2 19.34 15.00 S/. 18.00 S/. 348.12 19.34 S/. 348.12 0.00 S/. 0.00 19.34 S/. 0.00 0.00 S/. 0.0001.03.19.03 ACERO CORRUGADO FY = 4200 KG/CM2 KG 196.11 15.00 S/. 0.74 S/. 144.14 196.11 S/. 144.14 0.00 S/. 0.00 196.11 S/. 0.00 0.00 S/. 0.0001.04 VARIOS 0 15.00 0.00 S/. 0.0001.04.01 JUNTA DE POLIESTIRENO EXPANDIDO, ANCHO = 0.15 M, E = 1" M2 125 15.00 S/. 8.00 S/. 1,000.00 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 125.00 S/. 1,000.0001.05 PARTIDAS COMPLEMENTARIAS 15.00 0.00 S/. 0.0001.05.02 CONCRETO SIMPLE 15.00 0.00 S/. 0.0001.05.02.01 CIMIENTO CORRIDOS 15.00 0.00 S/. 0.0001.05.02.01.01 ENCOFRADO DE CIMIENTO CORRIDO M2 205.36 15.00 S/. 18.00 S/. 3,696.48 34.90 S/. 628.20 0.00 S/. 0.00 34.90 S/. 0.00 170.46 S/. 3,068.2801.05.02.02 FALSO PISOS 15.00 0.00 S/. 0.0001.05.02.02.01 CONCRETO F'C = 175 KF/CM2 EN FALSO PISO M3 250.29 15.00 S/. 31.50 S/. 7,884.13 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 250.29 S/. 7,884.1301.05.02.02.02 ENCOFRADO DE FALSO PISO M2 24.97 15.00 S/. 18.00 0.00 S/. 0.0001.05.02.02.03 JUNTA DE BORDE M 1241.61 15.00 S/. 4.00 S/. 4,966.44 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 1241.61 S/. 4,966.4401.05.02.02.04 JUNTA DE CORTE M 332 15.00 S/. 8.00 S/. 2,656.00 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 332.00 S/. 2,656.0001.05.02.03 CALZADURAS 15.00 0.00 S/. 0.0001.05.02.03.01 EXCAVACION DE CALZADURAS M3 131.42 15.00 S/. 45.00 S/. 5,913.90 130.75 S/. 5,883.93 0.00 S/. 0.00 130.75 S/. 0.00 0.67 S/. 29.9701.05.02.03.02 PAÑETEO DE CALZADURAS M2 397.62 15.00 S/. 8.00 S/. 3,180.96 250.43 S/. 2,003.44 0.00 S/. 0.00 250.43 S/. 0.00 147.19 S/. 1,177.5201.05.02.03.03 ENCOFRADO DE CALZADURAS M3 191.33 15.00 S/. 18.00 S/. 3,443.94 173.58 S/. 3,124.40 0.00 S/. 0.00 173.58 S/. 0.00 17.75 S/. 319.5401.05.02.03.04 CONCRETO F'C = 175 KG/CM2 EN CALZADURAS M3 131.42 15.00 S/. 50.00 S/. 6,571.00 130.75 S/. 6,537.70 0.00 S/. 0.00 130.75 S/. 0.00 0.67 S/. 33.30

01.05.03 CONCRETO ARMADO 15.00 0.00 S/. 0.0001.05.03.01 ZAPATAS 15.00 0.00 S/. 0.0001.05.03.01.01 ENCOFRADO Y DESENCOFRADO NORMAL - ZAPATAS M2 856.54 15.00 S/. 18.00 S/. 15,417.72 166.29 S/. 2,993.13 0.00 S/. 0.00 166.29 S/. 0.00 690.26 S/. 12,424.5901.05.03.02 CIMIENTOS REFORZADOS 15.00 0.00 S/. 0.0001.05.03.02.01 ENCOFRADO Y DESENCOFRADO NORMAL - CIMIENTO REFORZADO M2 99.75 15.00 S/. 18.00 S/. 1,795.50 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 99.75 S/. 1,795.5001.05.03.03 PLACAS 15.00 0.00 S/. 0.0001.05.03.03.01 CONCRETO PREMEZCLADO F'C = 350 KG/CM2 - COLUMNAS A/C=0.45 M3 12.7 15.00 S/. 31.50 S/. 400.05 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 12.70 S/. 400.0501.05.03.04 COLUMNAS 15.00 0.00 S/. 0.0001.05.03.04.01 CONCRETO PREMEZCLADO F'C = 350 KG/CM2 - COLUMNAS A/C=0.45 M3 12.71 15.00 S/. 31.50 S/. 400.37 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 12.71 S/. 400.3701.05.04 VARIO 15.00 0.00 S/. 0.0001.05.04.07 PINTURA ASFALTICA IGO DENSO PARA CIMIENTOS m2 1609.31 15.00 S/. 4.00 S/. 6,437.24 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 1609.31 S/. 6,437.2401.06 OBRAS CIVILES PARA INSTALACION 15.00 0.00 S/. 0.0001.06.01 CANALETA DE CONCRETO PARA PASES ELECTRICOS 15.00 0.00 S/. 0.0001.06.01.01 CONCRETO PREMEZCLADO F'C = 210 KG/CM2 M3 0.44 15.00 S/. 31.50 S/. 13.86 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 0.44 S/. 13.8601.06.01.02 ENCOFRADO Y DESENCOFRADO NORMAL CANALETA M2 15.15 15.00 S/. 18.00 S/. 272.70 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 15.15 S/. 272.7001.06.01.03 ACERO CORRUGADO FY = 4200 KG/CM2 KG 16.46 15.00 S/. 0.74 S/. 12.10 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 16.46 S/. 12.1001.06.02 SARDINEL DE CONCRETO PARA APOYO 15.00 0.0001.06.02.01 CONCRETO PREMEZCLADO F'C = 210 KG/CM2 M3 0.33 15.00 S/. 31.50 S/. 10.40 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 0.33 S/. 10.4001.06.02.02 ENCOFRADO Y DESENCOFRADO NORMAL M2 6.57 15.00 S/. 18.00 S/. 118.26 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 6.57 S/. 118.2601.06.03 PEDESTALES 15.00 0.00 S/. 0.0001.06.03.01 CONCRETO PREMEZCLADO F'C = 210 KG/CM2 M3 0.65 15.00 S/. 31.50 S/. 20.48 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 0.65 S/. 20.4801.06.03.02 ENCOFRADO Y DESENCOFRADO NORMAL DE PEDESTAL M2 2.04 15.00 S/. 18.00 S/. 36.72 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 2.04 S/. 36.7201.06.03.03 ACERO CORRUGADO FY = 4200 KG/CM2 KG 45.08 15.00 S/. 0.74 S/. 33.13 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 45.08 S/. 33.1301.06.04 TAPA DE CONCRETO PARA PASE DE GRUPO ELECTROGENO 15.00 0.00 S/. 0.0001.06.04.01 CONCRETO PREMEZCLADO F'C = 210 KG/CM2 M3 1.38 15.00 S/. 31.50 S/. 43.47 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 1.38 S/. 43.4701.06.04.02 ENCOFRADO Y DESENCOFRADO NORMAL DE TAPA DE CONCRETO M2 8.3 15.00 S/. 18.00 S/. 149.40 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 8.30 S/. 149.4001.06.04.03 ACERO CORRUGADO FY = 4200 KG/CM2 KG 74.64 15.00 S/. 0.74 S/. 54.86 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 74.64 S/. 54.8601.06.05 CAMARA DE SUCCION 15.00 0.00 S/. 0.0001.06.05.01 CONCRETO PREMEZCLADO F'C = 210 KG/CM2 M3 0.57 15.00 S/. 31.50 S/. 17.96 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 0.57 S/. 17.9601.06.05.02 ENCOFRADO Y DESENCOFRADO NORMAL DE CAMARA DE SUCCION M2 1.5 15.00 S/. 18.00 S/. 27.00 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 1.50 S/. 27.0001.06.05.03 ACERO CORRUGADO FY = 4200 KG/CM2 KG 10.08 15.00 S/. 0.74 S/. 7.41 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 10.08 S/. 7.4101.06.06 BASE DE CONCRETO PARA BOMBAS 15.00 0.00 S/. 0.0001.06.06.01 CONCRETO PREMEZCLADO F'C = 210 KG/CM2 M3 0.37 15.00 S/. 31.50 S/. 11.66 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 0.37 S/. 11.6601.06.06.02 ENCOFRADO Y DESENCOFRADO NORMAL DE BASE M2 3.4 15.00 S/. 18.00 S/. 61.20 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 3.40 S/. 61.2001.06.06.03 ACERO CORRUGADO FY = 4200 KG/CM2 KG 25.76 15.00 S/. 0.74 S/. 18.93 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 25.76 S/. 18.9301.06.07 BASE DE CONCRETO PARA BOMBAS 15.00 0.00 S/. 0.0001.06.07.01 CONCRETO PREMEZCLADO F'C = 210 KG/CM2 M3 0.37 15.00 S/. 31.50 S/. 11.66 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 0.37 S/. 11.6601.06.07.02 ENCOFRADO Y DESENCOFRADO NORMAL M2 3.4 15.00 S/. 18.00 S/. 61.20 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 3.40 S/. 61.2001.06.07.03 ACERO CORRUGADO FY = 4200 KG/CM2 KG 25.76 15.00 S/. 0.74 S/. 18.93 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 25.76 S/. 18.9301.06.08 BASE DE CONCRETO EQUIPOS ELECTRICOS 15.00 0.00 S/. 0.0001.06.08.01 CONCRETO PREMEZCLADO F'C = 210 KG/CM2 M3 0.07 15.00 S/. 31.50 S/. 2.21 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 0.07 S/. 2.2101.06.08.02 ENCOFRADO Y DESENCOFRADO NORMAL M2 0.72 15.00 S/. 18.00 S/. 12.96 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 0.72 S/. 12.9601.06.09 BASE DE CONCRETO PARA UNIDADES DE CONDENSADORES 15.00 0.00 S/. 0.0001.06.09.01 CONCRETO PREMEZCLADO F'C = 210 KG/CM2 M3 0.93 15.00 S/. 31.50 S/. 29.30 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 0.93 S/. 29.3001.06.09.02 ENCOFRADO Y DESENCOFRADO NORMAL M2 12.34 15.00 S/. 18.00 S/. 222.12 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 12.34 S/. 222.1201.06.10 LOSA DE CONCRETO PARA BASE DE EQUIPO PRESURIZACION 15.00 0.00 S/. 0.0001.06.10.01 CONCRETO PREMEZCLADO F'C = 210 KG/CM2 M3 2.56 15.00 S/. 31.50 S/. 80.64 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 2.56 S/. 80.6401.06.10.02 ENCOFRADO Y DESENCOFRADO NORMAL LOSA DE CONCRETO M2 8.84 15.00 S/. 18.00 S/. 159.12 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 8.84 S/. 159.1201.06.10.03 ACERO CORRUGADO FY = 4200 KG/CM2 KG 79.95 15.00 S/. 0.74 S/. 58.76 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 79.95 S/. 58.7601.06.10.04 TECNOPOR 1" M2 25.2 15.00 S/. 8.00 S/. 201.60 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 25.20 S/. 201.6001.06.11 BASE DE CONCRETO PARA POSTES 15.00 0.00 S/. 0.0001.06.11.01 CONCRETO PREMEZCLADO F'C = 210 KG/CM2 M3 4.35 15.00 S/. 31.50 S/. 137.02 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 4.35 S/. 137.0201.06.11.02 ENCOFRADO Y DESENCOFRADO NORMAL M2 6.14 15.00 S/. 18.00 S/. 110.52 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 6.14 S/. 110.5201.06.11.03 EXCAVACION PARA BASE DE POSTES M3 3.07 15.00 S/. 65.00 S/. 199.55 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 3.07 S/. 199.5501.06.12 BASE PARA FAROLAS 15.00 0.00 S/. 0.0001.06.12.01 CONCRETO PREMEZCLADO F'C = 210 KG/CM2 M3 0.58 15.00 S/. 31.50 S/. 18.27 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 0.58 S/. 18.2701.06.12.02 ENCOFRADO Y DESENCOFRADO NORMAL M2 0.58 15.00 S/. 18.00 S/. 10.44 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 0.58 S/. 10.4401.06.12.03 EXCAVACIÓN PARA BASES DE FAROLAS M3 0.29 15.00 S/. 65.00 S/. 18.85 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 0.29 S/. 18.85

15.00 0.00 S/. 0.00

01 15.00 0.00 S/. 0.0001.01 EDIFICACIÓN 15.00 0.00 S/. 0.0001.01.04 PISOS Y PAVIMENTOS 15.00 0.00 S/. 0.0001.01.04.02 Pisos y pavimentos 15.00 0.00 S/. 0.0001.01.04.01.01 Acabado de losas de techo tipo contrapiso m2 11878.99 15.00 S/. 7.50 S/. 89,092.43 3102.62 S/. 23,269.62 1,322.77 S/. 9,920.76 4425.38 S/. 0.00 7453.61 S/. 55,902.0401.01.04.02.06 Piso de cemento pulido y bruñado según diseño, e = 2" (PT8) (Solo acabado)(SE VERIFICARA) m2 554.12 15.00 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 554.12 S/. 0.0001.02.05.04 Pisos y Contrapisos 15.00 0.00 S/. 0.0001.02.05.04.01 PT9 - Cemento frotachado con bruñas de 1cm - ingresos (SE VERIFICARA) m2 417.7 15.00 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 417.70 S/. 0.00

15.00 0.00 S/. 0.00CONSIDERACION ADICIONAL DEL SUB CONTRATISTA 15.00 0.00 S/. 0.00

Agua de personal glb 1 15.00 S/. 2,500.00 S/. 2,500.00 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 1.00 S/. 2,500.00Limpieza permanente en Obra, Acarre a punto de acopio mes 5 15.00 S/. 2,383.32 1.00 S/. 2,383.32 0.00 S/. 0.00 1.00 S/. 0.00 4.00

0.00 S/. 0.0001 ADICIONALES 0.00 S/. 0.0001.01 CONCRETO SIMPLE 0.00 S/. 0.0001.01.04 CALZADURAS 0.00 S/. 0.00

EXCAVACION MANUAL m3 196.96462 15.00 S/. 45.00 S/. 8,863.41 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 196.96 S/. 8,863.41ENCOFRADO Y DESENCOFRADO (INCLUYE ANDAMIAJE) m2 293.12032 15.00 S/. 18.00 S/. 5,276.17 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 293.12 S/. 5,276.17

CONCRETO CICLOPEO F'C=100 KG/CM2+ 30% P.G. 6" - PIT DE ASCENSORES m3 196.96462 15.00 S/. 80.00 S/. 15,757.17 0.00 S/. 0.00 0.00 S/. 0.00 0.00 S/. 0.00 196.96 S/. 15,757.170.00 S/. 0.000.00 S/. 0.00

TOTAL SIN IGV S/. 1,700,581.97 S/. 455,082.45 S/. 67,673.21 S/. 0.00 S/. 1,180,209.63

AVANCE S/. S/. 67,673.21AMORITIZACION S/. 0.00

DEDUCTIVOS S/. 0.00

SUB TOTAL S/. 67,673.21

I.G.V. ( 18% ) S/. 12,181.18

TOTAL S/. 79,854.39

FONDO DE GARANTIA

NETO A PAGAR S/. 79,854.39

________________________________________ ________________________________________ ________________________________________Por D&AL Por YMSA Por YMSA

Dennys Mayta Carhuamaca Peter Ordinola Peter Ordinola

ARQUITECTURA

VALORIZACIONES FONDO DE GARANTIAITEM Monto Fecha Cheque Factura Cheque Monto Fecha Cheque Factura

VAL. 01 : 21/08/2015 VAL. 01VAL. 02 VAL. 02VAL. 03 VAL. 03VAL. 04 VAL. 04VAL. 05 VAL. 05VAL. 06 VAL. 06VAL. 07 VAL. 07

TOTAL S/. 0.00 TOTAL S/. 0.00

DEDUCTIVOSREFERENCIA ITEM Monto Fecha REFERENCIA

1234

TOTAL S/. 0.00

01

01.0101.01.0101.01.01.0201.01.01.0301.01.01.0401.0201.02.0101.02.01.0101.02.01.0201.02.0201.02.02.0101.02.0301.02.03.0101.02.0401.02.04.0101.02.04.0201.02.0501.02.05.0101.02.0701.02.07.0101.02.07.0201.0301.03.0101.03.01.0101.03.01.0201.03.0201.03.02.0101.03.02.0201.03.02.0301.03.0301.03.03.0101.03.03.0201.03.0401.03.04.0101.03.04.0201.03.04.0301.03.0501.03.05.0101.03.05.0401.03.05.0501.03.05.0601.03.0601.03.06.0101.03.06.0201.03.06.0301.03.06.0401.03.06.0501.03.0701.03.07.0101.03.07.0201.03.07.03

01.03.07.0401.03.07.0501.03.0901.03.09.0101.03.09.0201.03.09.0301.03.1201.03.12.0101.03.12.0201.03.12.0401.03.12.0501.03.1301.03.13.0101.03.13.0201.03.13.0401.03.13.0501.03.1401.03.14.0101.03.14.0201.03.14.0401.03.1501.03.15.0101.03.15.0201.03.15.0301.03.1601.03.16.0101.03.16.0201.03.16.0301.03.1701.03.17.0101.03.17.0201.03.17.0301.03.1801.03.18.0101.03.18.0201.03.18.0301.03.1901.03.19.0101.03.19.0201.03.19.0301.0401.04.0101.0501.05.0201.05.02.0101.05.02.01.0101.05.02.0201.05.02.02.0101.05.02.02.0201.05.02.02.0301.05.02.02.0401.05.02.0301.05.02.03.0101.05.02.03.02

01.05.02.03.0301.05.02.03.0401.05.0301.05.03.0101.05.03.01.0101.05.03.0201.05.03.02.0101.05.03.0301.05.03.03.0101.05.03.0401.05.03.04.0101.05.0401.05.04.0701.0601.06.0101.06.01.0101.06.01.0201.06.01.0301.06.0201.06.02.0101.06.02.0201.06.0301.06.03.0101.06.03.0201.06.03.0301.06.0401.06.04.0101.06.04.0201.06.04.0301.06.0501.06.05.0101.06.05.0201.06.05.0301.06.0601.06.06.0101.06.06.0201.06.06.0301.06.0701.06.07.0101.06.07.0201.06.07.0301.06.0801.06.08.0101.06.08.0201.06.0901.06.09.0101.06.09.0201.06.1001.06.10.0101.06.10.0201.06.10.0301.06.10.0401.06.1101.06.11.01

01.06.11.0201.06.11.0301.06.1201.06.12.0101.06.12.0201.06.12.03

0101.0101.01.0401.01.04.0201.01.04.01.0101.01.04.02.0601.02.05.0401.02.05.04.01

0101.0101.01.04

ESTRUCTURAS

MOVIMIENTO DE TIERRAS EXCAVACIONES EXCAV. ZANJAS P/ CIMIENTOS, H = hasta1.00 M EXCAV. ZAPATAS, H = hasta 1.80 M EXCAV. ZAPATAS, H = hasta 3.55 M CONCRETO SIMPLE RELLENO DE CONCRETO CICLOPEO CONCRETO CICLOPEO F'C=100 KG/CM2+ 30% P.G. 6" - PIT DE ASCENSORES ENCOFRADO Y DESENCOFRADO NORMAL FALSA ZAPATA CONCRETO CICLOPEO F'C=100 KG/CM2+ 30% P.G. 6" - FALSA ZAPATA FALSO CIMIENTO CONCRETO CICLOPEO F'C=100 KG/CM2+ 30% P.G. 6" - FALSO CIMIENTO SOLADOS CONCRETO CICLOPEO C:H 1:12 + 30% P.G., E=10 cm - SOLADOS ENCOFRADO DE FRISOS, H=10 cm - SOLADOS CIMIENTOS CORRIDOS CONCRETO CICLOPEO F'C=100 KG/CM2+ 30% P.G. 4" - CIMIENTOS CORRIDOS GRADAS CONCRETO F'C = 175 KG/CM2 - GRADAS ENCOFRADO Y DESENCOFRADO NORMAL GRADAS CONCRETO ARMADO ZAPATAS CONCRETO PREMEZCLADO F'C = 280 KG/CM2 - ZAPATAS ACERO CORRUGADO FY = 4200 KG/CM2 VIGAS DE CIMENTACIÓN CONCRETO PREMEZCLADO F'C = 280 KG/CM2 - VIGAS DE CIMENTACIÓN ENCOFRADO Y DESENCOFRADO NORMAL - VIGAS DE CIMENTACIÓN ACERO CORRUGADO FY = 4200 KG/CM2 CIMIENTOS REFORZADOS CONCRETO PREMEZCLADO F'C = 280 KG/CM2 - CIMIENTOS REFORZADOS ACERO CORRUGADO FY = 4200 KG/CM2 SOBRECIMIENTOS REFORZADOS CONCRETO PREMEZCLADO F'C = 210 KG/CM2 - SOBRECIMIENTOS REFORZADOS ENCOFRADO Y DESENCOFRADO NORMAL SOBRECIMIENTOS REFORZADOS ACERO CORRUGADO FY = 4200 KG/CM2 MUROS DE CONCRETO SUBESTACION CONCRETO PREMEZCLADO F'C = 210 KG/CM2 - MURO DE CONCRETO ENCOFRADO Y DESENCOFRADO METALICO - MUROS DE CONCRETO A UNA CARA ENCOFRADO Y DESENCOFRADO METALICO - MUROS DE CONTENCIÓN A DOS CARAS ACERO CORRUGADO FY = 4200 KG/CM2 PLACAS CONCRETO PREMEZCLADO F'C = 210 KG/CM2 - PLACAS CONCRETO PREMEZCLADO F'C = 280 KG/CM2 - PLACAS CONCRETO PREMEZCLADO F'C = 350 KG/CM2 - PLACAS ENCOFRADO Y DESENCOFRADO METALICO - PLACAS ACERO CORRUGADO FY = 4200 KG/CM2 COLUMNAS CONCRETO PREMEZCLADO F'C = 210 KG/CM2 - COLUMNAS CONCRETO PREMEZCLADO F'C = 280 KG/CM2 - COLUMNAS CONCRETO PREMEZCLADO F'C = 350 KG/CM2 - COLUMNAS

ENCOFRADO Y DESENCOFRADO METALICO - COLUMNAS ACERO CORRUGADO FY = 4200 KG/CM2 VIGAS CONCRETO PREMEZCLADO F'C = 210 KG/CM2 - VIGAS ENCOFRADO Y DESENCOFRADO METALICO - VIGAS ACERO CORRUGADO FY = 4200 KG/CM2 LOSA ALIGERADA, H=0.20 M CONCRETO PREMEZCLADO F'C = 210 KG/CM2 - LOSA ALIGERADA, H=0.20 M ENCOFRADO Y DESENCOFRADO NORMAL C/ PUNTALES METALICOS - LOSA ALIGERADA, H=0.20 M LADRILLO ARCILLA PARA TECHO 15 x 30 x 30 cm ACERO CORRUGADO FY = 4200 KG/CM2 LOSA ALIGERADA, H=0.25 M CONCRETO PREMEZCLADO F'C = 210 KG/CM2 - LOSA ALIGERADA, H=0.25 M ENCOFRADO Y DESENCOFRADO NORMAL C/ PUNTALES METALICOS - LOSA ALIGERADA, H=0.25 M LADRILLO ARCILLA PARA TECHO 20 x 30 x 30 cm ACERO CORRUGADO FY = 4200 KG/CM2 LOSA MACIZA, H=0.20 M CONCRETO PREMEZCLADO F'C = 210 KG/CM2 - LOSA MACIZA, H=0.20 M ENCOFRADO Y DESENCOFRADO C/ PUNTALES METALICOS - LOSA MACIZA, H=0.20 M ACERO CORRUGADO FY = 4200 KG/CM2 LOSA MACIZA, H=0.25 M CONCRETO PREMEZCLADO F'C = 210 KG/CM2 - LOSA MACIZA, H=0.25 M ENCOFRADO Y DESENCOFRADO C/ PUNTALES METALICOS - LOSA MACIZA, H=0.25 M ACERO CORRUGADO FY = 4200 KG/CM2 ESCALERAS CONCRETO PREMEZCLADO F'C = 210 KG/CM2 - ESCALERAS ENCOFRADO Y DESENCOFRADO NORMAL - ESCALERAS ACERO CORRUGADO FY = 4200 KG/CM2 RAMPA, H=0.20 M (DISCAPACITADOS) CONCRETO PREMEZCLADO F'C = 210 KG/CM2 - RAMPA, H=0.20 M ENCOFRADO Y DESENCOFRADO C/ PUNTALES METALICOS - RAMPA, H=0.20 M ACERO CORRUGADO FY = 4200 KG/CM2 CISTERNA CONCRETO PREMEZCLADO F'C = 350 kg/cm2 - CISTERNA SUBTERRANEA ENCOFRADO Y DESENCOFRADO METALICO - CISTERNA SUBTERRANEA ACERO CORRUGADO FY = 4200 KG/CM2 POZO SUMIDERO CONCRETO PREMEZCLADO F'C = 210 kg/cm2 - POZO SUMIDERO ENCOFRADO Y DESENCOFRADO METALICO - POZO SUMIDERO ACERO CORRUGADO FY = 4200 KG/CM2 VARIOS JUNTA DE POLIESTIRENO EXPANDIDO, ANCHO = 0.15 M, E = 1" PARTIDAS COMPLEMENTARIAS CONCRETO SIMPLE CIMIENTO CORRIDOS ENCOFRADO DE CIMIENTO CORRIDO FALSO PISOS CONCRETO F'C = 175 KF/CM2 EN FALSO PISO ENCOFRADO DE FALSO PISO JUNTA DE BORDE JUNTA DE CORTE CALZADURAS EXCAVACION DE CALZADURAS PAÑETEO DE CALZADURAS

ENCOFRADO DE CALZADURAS CONCRETO F'C = 175 KG/CM2 EN CALZADURAS CONCRETO ARMADO ZAPATAS ENCOFRADO Y DESENCOFRADO NORMAL - ZAPATAS CIMIENTOS REFORZADOS ENCOFRADO Y DESENCOFRADO NORMAL - CIMIENTO REFORZADO PLACAS CONCRETO PREMEZCLADO F'C = 350 KG/CM2 - COLUMNAS A/C=0.45 COLUMNAS CONCRETO PREMEZCLADO F'C = 350 KG/CM2 - COLUMNAS A/C=0.45 VARIO PINTURA ASFALTICA IGO DENSO PARA CIMIENTOS OBRAS CIVILES PARA INSTALACION CANALETA DE CONCRETO PARA PASES ELECTRICOS CONCRETO PREMEZCLADO F'C = 210 KG/CM2 ENCOFRADO Y DESENCOFRADO NORMAL CANALETA ACERO CORRUGADO FY = 4200 KG/CM2 SARDINEL DE CONCRETO PARA APOYO CONCRETO PREMEZCLADO F'C = 210 KG/CM2 ENCOFRADO Y DESENCOFRADO NORMAL PEDESTALES CONCRETO PREMEZCLADO F'C = 210 KG/CM2 ENCOFRADO Y DESENCOFRADO NORMAL DE PEDESTAL ACERO CORRUGADO FY = 4200 KG/CM2 TAPA DE CONCRETO PARA PASE DE GRUPO ELECTROGENO CONCRETO PREMEZCLADO F'C = 210 KG/CM2 ENCOFRADO Y DESENCOFRADO NORMAL DE TAPA DE CONCRETO ACERO CORRUGADO FY = 4200 KG/CM2 CAMARA DE SUCCION CONCRETO PREMEZCLADO F'C = 210 KG/CM2 ENCOFRADO Y DESENCOFRADO NORMAL DE CAMARA DE SUCCION ACERO CORRUGADO FY = 4200 KG/CM2 BASE DE CONCRETO PARA BOMBAS CONCRETO PREMEZCLADO F'C = 210 KG/CM2 ENCOFRADO Y DESENCOFRADO NORMAL DE BASE ACERO CORRUGADO FY = 4200 KG/CM2 BASE DE CONCRETO PARA BOMBAS CONCRETO PREMEZCLADO F'C = 210 KG/CM2 ENCOFRADO Y DESENCOFRADO NORMAL ACERO CORRUGADO FY = 4200 KG/CM2 BASE DE CONCRETO EQUIPOS ELECTRICOS CONCRETO PREMEZCLADO F'C = 210 KG/CM2 ENCOFRADO Y DESENCOFRADO NORMAL BASE DE CONCRETO PARA UNIDADES DE CONDENSADORES CONCRETO PREMEZCLADO F'C = 210 KG/CM2 ENCOFRADO Y DESENCOFRADO NORMAL LOSA DE CONCRETO PARA BASE DE EQUIPO PRESURIZACION CONCRETO PREMEZCLADO F'C = 210 KG/CM2 ENCOFRADO Y DESENCOFRADO NORMAL LOSA DE CONCRETO ACERO CORRUGADO FY = 4200 KG/CM2 TECNOPOR 1" BASE DE CONCRETO PARA POSTES CONCRETO PREMEZCLADO F'C = 210 KG/CM2

ENCOFRADO Y DESENCOFRADO NORMAL EXCAVACION PARA BASE DE POSTES BASE PARA FAROLAS CONCRETO PREMEZCLADO F'C = 210 KG/CM2 ENCOFRADO Y DESENCOFRADO NORMAL EXCAVACIÓN PARA BASES DE FAROLAS

EDIFICACIÓN PISOS Y PAVIMENTOS Pisos y pavimentos Acabado de losas de techo tipo contrapiso Piso de cemento pulido y bruñado según diseño, e = 2" (PT8) (Solo acabado)(SE VERIFICARA) Pisos y Contrapisos PT9 - Cemento frotachado con bruñas de 1cm - ingresos (SE VERIFICARA)

CONSIDERACION ADICIONAL DEL SUB CONTRATISTAAgua de personalLimpieza permanente en Obra, Acarre a punto de acopio

ADICIONALES CONCRETO SIMPLE CALZADURAS

EXCAVACION MANUALENCOFRADO Y DESENCOFRADO (INCLUYE ANDAMIAJE)

CONCRETO CICLOPEO F'C=100 KG/CM2+ 30% P.G. 6" - PIT DE ASCENSORES

ARQUITECTURA

13.4451 30.9577 13.4451 30.9501 17.2126

82.794 182.50 82.79 198.324 97.294

15.9705 6.345 7.398 12.591 0

102.735 37.80 52.38 85.71 0

9.8800925 28.07 12.34 28.069865 9.73

25.492148 44.45 25.36 44.450285 15.139835

0.52875 10.15 0.00 10.15035 10.15035

0 2.06 1.16 2.05713 0.36765

0 13.7016 0

191.1045 402.55 172.41679 402.548 154.1505

Partidas und metrado P.U.1.1 Instalación Pre-losas

Operarios jornal 6 S/. 123.15Ayudantes jornal 6 S/. 92.02

1.2 Adicional por falta de aceroOperario jornal 25 S/. 109.71hh operarios hh 75 S/. 11.72Oficiales jornal 12 S/. 91.20hh oficiales hh 36 S/. 9.70Peones jornal 7 S/. 82.19hh Peones hh 21 S/. 8.66

1.3 limpieza prelosashh limpieza hh 96 S/. 11.80equipo (manguera y accesorios) und 1 S/. 250.00gas und 2 S/. 40.00

1.4 HH perdidas por falta de prelosasjornales jornal 4 S/. 107.59

1.5 HH en espera al conductor de prelosashh perdidas hh 9 S/. 12.00

1.6 HH por cambio en el horario requerido para concretohh perdidas hh 96 S/. 12.00

1.7 Maestro Turno Nochejornal maestro jornal 12 S/. 120.00horas extra maestro hh 6 S/. 16.00

1.8 Adicional corte prelosas 23/10hh operarios hh 2 S/. 13.00disco corte acerodisco corte concretoalquiler amoladora hm 2 S/. 10.00

1.9 Adicional atraso bomba de concreto 27/10hh operarios hh 96 S/. 16.00hh oficiales hh 24 S/. 15.00hh ayudantes hh 5 S/. 13.00hh maestro hh 12 S/. 20.00

TOTAL

Subtotal

S/. 738.90S/. 552.12

S/. 2,742.75S/. 879.00

S/. 1,094.40S/. 349.20S/. 575.33S/. 181.86

S/. 1,132.80S/. 250.00

S/. 80.00

S/. 430.34

S/. 108.00

S/. 1,152.00

S/. 1,440.00S/. 96.00

S/. 26.00S/. 0.00S/. 0.00

S/. 20.00

S/. 1,536.00S/. 360.00

S/. 65.00S/. 240.00

S/. 14,049.70