adelanto 1 ot 51 (2)

VALORIZACION N° 01VALOR ORIGINAL S/. 533,996.81

ADICIONAL

Subcontratista: YMSA CONTRATISTAS GENERALES S.A.C. Nº de Contrato: OC Periodo: VALOR ACTUAL S/. 533,996.81

Subcontrato: EDIFICIO VISTA AZUL LOTE 2 R.U.C.: 20547647824 AL 25 DE MAYO 2013 ULTIMO ADICIONAL

ITEM DESCRIPCION UNIDADCONTRATO ACUMULADO ANTERIOR PRESENTE VALORIZACION ACUMULADO ACTUAL SALDO POR VALORIZAR

Metrado P.Unitario S/. Parcial S/. METRADO IMPORTE S/. % METRADO IMPORTE S/. % METRADO IMPORTE S/. % METRADO IMPORTE S/. %

01.00.00 ESTRUCTURA01.01.00 OBRAS PRELIMINARES01.01.02 Movilizacion y desmovilizacion de equipos mes 1.00 S/. 6,250.00 6,250.00 - 0.00% 0.50 3,125.00 50.00% 0.50 3,125.00 50.00% 0.50 3,125.00 50.00%01.02.00 OBRAS PROVISIONALES01.02.07 Implementos de seguridad (juegos de uniformes en 2 oprtunidades) glb 1.00 S/. 9,800.00 9,800.00 - 0.00% 0.50 4,900.00 50.00% 0.50 4,900.00 50.00% 0.50 4,900.00 50.00%01.05.00 MOVIMIENTO DE TIERRAS01.05.02 Excavacion manual de zanjas para cimientos y otros m3 288.76 S/. 32.00 9,240.32 - 0.00% 288.76 9,240.32 100.00% 288.76 9,240.32 100.00% - - 0.00%01.05.03 Desquinchado manual p/muro de contencion m3 18.00 S/. 32.50 585.00 - 0.00% 18.00 585.00 100.00% 18.00 585.00 100.00% - - 0.00%01.05.04 Relleno compactado con material propio m3 561.45 S/. 34.80 19,538.46 - 0.00% 192.66 6,704.39 34.31% 192.66 6,704.39 34.31% 368.80 12,834.07 65.69%01.05.05 Relleno con material de prestamo e=0.25 m m2 313.20 S/. 18.25 5,715.90 - 0.00% - 0.00% - - 0.00% 313.20 5,715.90 100.00%01.06.00 CONCRETO SIMPLE01.06.01 CIMIENTOS

01.06.01.01 Concreto ciclopeo para cimentaciones mezcla 1:10 + 30% p.g. m3 34.63 S/. 196.46 6,803.41 - 0.00% 34.63 6,803.41 100.00% 34.63 6,803.41 100.00% - - 0.00%01.07.00 SOLADOS 01.07.01 Pañeteo de muros con mortero 1:5 (a:c) en muros y calzaduras m2 108.00 S/. 3.25 351.00 - 0.00% 108.00 351.00 100.00% 108.00 351.00 100.00% - - 0.00%01.07.02 Solado mezcla 1:12 cemento-hormigon e=0.05 m. M2 153.71 S/. 14.98 2,302.58 - 0.00% 153.71 2,302.58 100.00% 153.71 2,302.58 100.00% - - 0.00%01.08.00 SOBRECIMIENTOS01.08.01 Concreto premezclado SOBEC f'c=210 kg/cm2 (Cemento Tipo V) m3 2.72 S/. 297.00 807.84 - 0.00% 2.72 807.84 100.00% 2.72 807.84 100.00% - - 0.00%01.08.02 Acero de refuerzo fy=4,200 kg/cm2 90.51 S/. 3.13 283.30 - 0.00% 90.51 283.30 100.00% 90.51 283.30 100.00% - - 0.00%01.08.03 Encofrado de sobrecimiento h=0.30 m M2 38.23 S/. 30.00 1,146.90 - 0.00% 38.23 1,146.90 100.00% 38.23 1,146.90 100.00% - - 0.00%01.09.00 CONCRETO ARMADO01.10.00 ZAPATAS01.10.01 Concreto premezclado zapatas f'c=210 kg/cm2 (Cemento Tipo V) M3 52.04 S/. 297.00 15,455.88 - 0.00% 52.04 15,455.88 100.00% 52.04 15,455.88 100.00% - - 0.00%01.10.02 Encofrado de zapatas m2 50.28 S/. 28.00 1,407.84 - 0.00% 50.28 1,407.84 100.00% 50.28 1,407.84 100.00% - - 0.00%01.10.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 3,189.75 S/. 3.13 9,983.92 - 0.00% 3,189.75 9,983.92 100.00% 3,189.75 9,983.92 100.00% - - 0.00%01.10.04 Curado con aditivo quimico en concreto m2 150.90 S/. 0.95 143.36 - 0.00% 150.90 143.36 100.00% 150.90 143.36 100.00% - - 0.00%01.11.00 CIMIENTOS DE MUROS01.11.01 Concreto premezclado cimientos de muros f'c=210 kg/cm2 TIPO V M3 28.64 S/. 297.00 8,506.08 - 0.00% 28.64 8,506.08 100.00% 28.64 8,506.08 100.00% - - 0.00%01.11.02 Encofrado de cimientos de los muros m2 56.00 S/. 28.00 1,568.00 - 0.00% 56.00 1,568.00 100.00% 56.00 1,568.00 100.00% - - 0.00%01.11.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 648.03 S/. 3.13 2,028.33 - 0.00% 648.03 2,028.33 100.00% 648.03 2,028.33 100.00% - - 0.00%01.11.04 Curado con aditivo quimico en concreto m2 94.98 S/. 0.95 90.23 - 0.00% 94.98 90.23 100.00% 94.98 90.23 100.00% - - 0.00%01.12.00 VIGA DE CIMENTACION01.12.01 Concreto premezclado vigas de ciment. f'c=210 kg/cm2 TIPO V M3 3.43 S/. 297.00 1,018.71 - 0.00% 2.92 865.90 85.00% 2.92 865.90 85.00% 0.51 152.81 15.00%01.12.02 Encofrado de vigas de cimentacion m2 22.03 S/. 28.00 616.84 - 0.00% 18.73 524.31 85.00% 18.73 524.31 85.00% 3.30 92.53 15.00%01.12.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 1,092.05 S/. 3.13 3,418.12 - 0.00% 928.24 2,905.40 85.00% 928.24 2,905.40 85.00% 163.81 512.72 15.00%01.12.04 Curado con aditivo quimico en concreto m2 22.03 S/. 0.95 20.93 - 0.00% 18.73 17.79 85.00% 18.73 17.79 85.00% 3.30 3.14 15.00%01.13.00 COLUMNAS01.13.01 Concreto premezclado columnas f'c=210 kg/cm2 TIPO I M3 11.12 S/. 274.51 3,052.55 - 0.00% - 0.00% - - 0.00% 11.12 3,052.55 100.00%01.13.01 Concreto premezclado columnas f'c=210 kg/cm2 TIPO V M3 3.64 S/. 297.00 1,081.08 - 0.00% 3.64 1,081.08 100.00% 3.64 1,081.08 100.00% - - 0.00%01.13.02 Encofrado de columnas m2 191.27 S/. 35.00 6,694.45 - 0.00% 38.25 1,338.89 20.00% 38.25 1,338.89 20.00% 153.02 5,355.56 80.00%01.13.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 3,682.76 S/. 3.13 11,527.04 - 0.00% 736.55 2,305.41 20.00% 736.55 2,305.41 20.00% 2,946.21 9,221.63 80.00%01.13.04 Curado con aditivo quimico en concreto m2 191.27 S/. 0.95 181.71 - 0.00% 38.25 36.34 20.00% 38.25 36.34 20.00% 153.02 145.37 80.00%01.14.00 PLACAS 01.14.01 Concreto premezclado placas f'c=210 kg/cm2 TIPO I M3 110.42 S/. 274.51 30,311.39 - 0.00% - 0.00% - - 0.00% 110.42 30,311.39 100.00%01.14.01 Concreto premezclado placas f'c=210 kg/cm2 TIPO V M3 42.77 S/. 297.00 12,702.69 - 0.00% 42.77 12,702.69 100.00% 42.77 12,702.69 100.00% - - 0.00%01.14.02 Encofrado de placas m2 1,479.14 S/. 35.00 51,769.90 - 0.00% 295.83 10,353.98 20.00% 295.83 10,353.98 20.00% 1,183.31 41,415.92 80.00%01.14.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 15,255.86 S/. 3.13 47,750.84 - 0.00% 3,051.17 9,550.17 20.00% 3,051.17 9,550.17 20.00% 12,204.69 38,200.67 80.00%01.14.04 Curado con aditivo quimico en concreto m2 1,479.14 S/. 0.95 1,405.18 - 0.00% 295.83 281.04 20.00% 295.83 281.04 20.00% 1,183.31 1,124.15 80.00%01.15.00 MUROS DE CONTENCION01.15.01 Concreto premezclado muro de cont. f'c=210 kg/cm2 TIPO V M3 33.36 S/. 297.00 9,907.92 - 0.00% 25.02 7,430.94 75.00% 25.02 7,430.94 75.00% 8.34 2,476.98 25.00%01.15.02 Encofrado muros dos caras m2 560.90 S/. 40.00 22,436.00 - 0.00% 316.45 12,658.00 56.42% 316.45 12,658.00 56.42% 244.45 9,778.00 43.58%01.15.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 1,870.76 S/. 3.13 5,855.48 - 0.00% 1,403.07 4,391.61 75.00% 1,403.07 4,391.61 75.00% 467.69 1,463.87 25.00%01.15.04 Curado con aditivo quimico en concreto m2 560.90 S/. 0.95 532.86 - 0.00% 280.45 266.43 50.00% 280.45 266.43 50.00% 280.45 266.43 50.00%01.16.00 ESCALERAS01.16.01 Concreto premezclado escalera f'c=210 kg/cm2 tipo I M3 8.89 S/. 274.51 2,440.39 - 0.00% - 0.00% - - 0.00% 8.89 2,440.39 100.00%01.16.01 Concreto premezclado escalera f'c=210 kg/cm2 tipo V M3 1.71 S/. 297.00 507.87 - 0.00% - 0.00% - - 0.00% 1.71 507.87 100.00%01.16.02 Encofrado de escaleras m2 68.59 S/. 48.74 3,343.08 - 0.00% - 0.00% - - 0.00% 68.59 3,343.08 100.00%01.16.03 Acero de refuerzo fy=4,200 kg/cm2 kg 820.73 S/. 3.13 2,568.88 - 0.00% - 0.00% - - 0.00% 820.73 2,568.88 100.00%01.16.04 Curado con aditivo quimico en concreto m2 68.59 S/. 0.95 65.16 - 0.00% - 0.00% - - 0.00% 68.59 65.16 100.00%01.17.00 VIGAS01.17.01 Concreto premezclado en vigas y cortes f'c=210 kg/cm2 M3 72.93 S/. 273.77 19,965.80 - 0.00% - 0.00% - - 0.00% 72.93 19,965.80 100.00%01.17.02 Encofrado de vigas y cortes M2 559.48 S/. 42.80 23,945.74 - 0.00% - 0.00% - - 0.00% 559.48 23,945.74 100.00%01.17.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 10,533.94 S/. 3.13 32,971.23 - 0.00% - 0.00% - - 0.00% 10,533.94 32,971.23 100.00%01.17.04 Curado con aditivo quimico en concreto M2 559.48 S/. 0.95 531.51 - 0.00% - 0.00% - - 0.00% 559.48 531.51 100.00%01.18.00 LOSA MACIZA01.18.01 Concreto premezclado losas macizas f'c=210 kg/cm2 M3 31.45 S/. 272.77 8,579.71 - 0.00% - 0.00% - - 0.00% 31.45 8,579.71 100.00%01.18.02 Encofrado losas macizas M2 157.27 S/. 33.50 5,268.55 - 0.00% - 0.00% - - 0.00% 157.27 5,268.55 100.00%01.18.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 1,499.17 S/. 3.13 4,692.40 - 0.00% - 0.00% - - 0.00% 1,499.17 4,692.40 100.00%01.18.04 Curado con aditivo quimico en concreto m2 157.27 S/. 0.95 149.41 - 0.00% - 0.00% - - 0.00% 157.27 149.41 100.00%01.19.00 LOSAS ALIGERADAS01.19.01 Concreto premezclado losas aligeradas f'c=210 kg/cm2 M3 69.53 S/. 272.77 18,965.25 - 0.00% - 0.00% - - 0.00% 69.53 18,965.25 100.00%01.19.02 Encofrado losa aligerada M2 794.61 S/. 33.50 26,619.44 - 0.00% - 0.00% - - 0.00% 794.61 26,619.44 100.00%01.19.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 4,419.80 S/. 3.13 13,833.97 - 0.00% - 0.00% - - 0.00% 4,419.80 13,833.97 100.00%01.19.04 Ladrillo para techo de h=0.15 m Und 7,228.53 S/. 2.95 21,324.16 - 0.00% - 0.00% - - 0.00% 7,228.53 21,324.16 100.00%01.19.05 Curado con aditivo quimico en concreto m2 794.61 S/. 0.95 754.88 - 0.00% - 0.00% - - 0.00% 794.61 754.88 100.00%01.20.00 CISTERNA01.20.01 Concreto premezclado cisterna f'c=210 kg/cm2 M3 6.73 S/. 297.00 1,998.81 - 0.00% 6.73 1,998.81 100.00% 6.73 1,998.81 100.00% - - 0.00%01.20.02 Encofrado de cisternas M2 46.04 S/. 42.50 1,956.70 - 0.00% 46.04 1,956.70 100.00% 46.04 1,956.70 100.00% - - 0.00%01.20.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 635.36 S/. 3.13 1,988.68 - 0.00% 635.36 1,988.68 100.00% 635.36 1,988.68 100.00% - - 0.00%01.20.04 Curado con aditivo quimico en concreto M2 46.04 S/. 0.95 43.74 - 0.00% 46.04 43.74 100.00% 46.04 43.74 100.00% - - 0.00%01.20.00 TANQUE ELEVADO01.20.01 Concreto premezclado cisterna f'c=210 kg/cm2 M3 5.30 S/. 297.00 1,574.10 - 0.00% - 0.00% - - 0.00% 5.30 1,574.10 100.00%01.20.02 Encofrado de cisternas M2 49.56 S/. 42.50 2,106.30 - 0.00% - 0.00% - - 0.00% 49.56 2,106.30 100.00%01.20.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 784.62 S/. 3.13 2,455.86 - 0.00% - 0.00% - - 0.00% 784.62 2,455.86 100.00%01.20.04 Curado con aditivo quimico en concreto M2 49.56 S/. 0.95 47.08 - 0.00% - 0.00% - - 0.00% 49.56 47.08 100.00%01.21.00 PAVIMENTOS ( SOTANO )01.21.01 Concreto premezclado losa de piso h=15 cm f'c=210 kg/cm2 m3 46.95 S/. 271.58 12,750.68 - 0.00% - 0.00% - - 0.00% 46.95 12,750.68 100.00%01.21.02 Acero de refuerzo fy=4,200 kg/cm2 kg 990.92 S/. 3.13 3,101.58 - 0.00% - 0.00% - - 0.00% 990.92 3,101.58 100.00%01.21.03 Encofrado de borde en losa h=0.15 m. m 106.47 S/. 18.00 1,916.46 - 0.00% - 0.00% - - 0.00% 106.47 1,916.46 100.00%01.21.04 Curado con aditivo quimico en concreto m2 313.00 S/. 0.95 297.35 - 0.00% - 0.00% - - 0.00% 313.00 297.35 100.00%01.21.05 Acabado frotachado con maquina m2 313.00 S/. 7.80 2,441.40 - 0.00% - 0.00% - - 0.00% 313.00 2,441.40 100.00%01.21.06 Jc con sikaflex m 106.47 S/. 12.25 1,304.26 - 0.00% - 0.00% - - 0.00% 106.47 1,304.26 100.00%01.21.07 Jd con tecknopor de 1/2" y sello asfaltico m 153.12 S/. 7.80 1,194.34 - 0.00% - 0.00% - - 0.00% 153.12 1,194.34 100.00%

COSTO DIRECTO 533,996.81 - 0.00% 148,131.29 27.74% 148,131.29 27.74% 385,865.51 72.26%

IGV 18% 18.00% 96,119.43 - 26,663.63 26,663.63 69,455.79

TOTAL 630,116.24 - 174,794.92 174,794.92 455,321.30

FONDO DE GARANTIA 5.00% -26,699.84 - -7,406.56 -7,406.56 -19,293.28

TOTAL A PAGAR 603,416.40 - 167,388.36 167,388.36 436,028.02

10,682.69 2.28

S/. 24,356.53 S/. 123,774.76


ADICIONAL





01.00.00 ESTRUCTURA01.01.00 OBRAS PRELIMINARES01.01.02 Movilizacion y desmovilizacion de equipos mes 1.00 S/. 6,250.00 6,250.00 - 0.00% 0.50 3,125.00 50.00% 0.50 3,125.00 50.00% 0.50 3,125.00 50.00%01.02.00 OBRAS PROVISIONALES01.02.07 Implementos de seguridad (juegos de uniformes en 2 oprtunidades) glb 1.00 S/. 9,800.00 9,800.00 - 0.00% 0.50 4,900.00 50.00% 0.50 4,900.00 50.00% 0.50 4,900.00 50.00%01.02.09 Limpieza permanente en obra mes 4.00 S/. 1,920.00 7,680.00 - 0.00% 2.00 3,840.00 50.00% 2.00 3,840.00 50.00% 2.00 3,840.00 50.00%01.05.00 MOVIMIENTO DE TIERRAS01.05.02 Excavacion manual de zanjas para cimientos y otros m3 72.06 S/. 32.00 2,305.92 - 0.00% 72.06 2,305.92 100.00% 72.06 2,305.92 100.00% - - 0.00%01.05.03 Desquinchado manual p/muro de contencion m3 21.75 S/. 32.50 706.88 - 0.00% 21.75 706.88 100.00% 21.75 706.88 100.00% - - 0.00%01.05.04 Relleno compactado con material propio incluye acarreo distancia promedio = 30 m. m3 411.75 S/. 34.80 14,328.90 - 0.00% 164.70 5,731.56 40.00% 164.70 5,731.56 40.00% 247.05 8,597.34 60.00%01.05.05 Relleno con material de prestamo e=0.15 m m2 300.83 S/. 18.25 5,490.15 - 0.00% - 0.00% - - 0.00% 300.83 5,490.15 100.00%01.06.00 CONCRETO SIMPLE01.06.01 CIMIENTOS

01.06.01.01 Concreto ciclopeo para cimentaciones mezcla 1:10 + 30% p.g. m3 41.36 S/. 196.46 8,125.59 - 0.00% 29.36 5,768.07 70.99% 29.36 5,768.07 70.99% 12.00 2,357.52 29.01%01.07.00 SOLADOS 01.07.01 Pañeteo de muros con mortero 1:5 (a:c) en muros y calzaduras m2 108.00 S/. 3.25 351.00 - 0.00% 108.00 351.00 100.00% 108.00 351.00 100.00% - - 0.00%01.07.02 Solado mezcla 1:12 cemento-hormigon e=0.05 m. M2 153.71 S/. 14.98 2,302.58 - 0.00% 153.71 2,302.58 100.00% 153.71 2,302.58 100.00% - - 0.00%01.08.00 SOBRECIMIENTOS01.08.01 Concreto premezclado SOBEC f'c=210 kg/cm2 (Cemento Tipo V) m3 2.72 S/. 297.00 807.84 - 0.00% - 0.00% - - 0.00% 2.72 807.84 100.00%

Acero de refuerzo fy=4,200 kg/cm2 90.51 S/. 3.13 283.30 - 0.00% - 0.00% - - 0.00% 90.51 283.30 100.00%01.08.02 Encofrado de sobrecimiento h=0.30 m M2 38.23 S/. 30.00 1,146.90 - 0.00% - 0.00% - - 0.00% 38.23 1,146.90 100.00%01.09.00 CONCRETO ARMADO01.10.00 ZAPATAS01.10.01 Concreto premezclado zapatas f'c=210 kg/cm2 (Cemento Tipo V) M3 52.04 S/. 297.00 15,455.88 - 0.00% 52.04 15,455.88 100.00% 52.04 15,455.88 100.00% - - 0.00%01.10.02 Encofrado de zapatas m2 50.28 S/. 28.00 1,407.84 - 0.00% 50.28 1,407.84 100.00% 50.28 1,407.84 100.00% - - 0.00%01.10.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 3,189.75 S/. 3.13 9,983.92 - 0.00% 3,189.75 9,983.92 100.00% 3,189.75 9,983.92 100.00% - - 0.00%01.10.04 Curado con aditivo quimico en concreto m2 150.90 S/. 0.95 143.36 - 0.00% 150.90 143.36 100.00% 150.90 143.36 100.00% - - 0.00%01.11.00 CIMIENTOS DE MUROS01.11.01 Concreto premezclado cimientos de muros f'c=210 kg/cm2 TIPO V M3 28.64 S/. 297.00 8,506.08 - 0.00% 28.64 8,506.08 100.00% 28.64 8,506.08 100.00% - - 0.00%01.11.02 Encofrado de cimientos de los muros m2 56.00 S/. 28.00 1,568.00 - 0.00% 56.00 1,568.00 100.00% 56.00 1,568.00 100.00% - - 0.00%01.11.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 648.03 S/. 3.13 2,028.33 - 0.00% 648.03 2,028.33 100.00% 648.03 2,028.33 100.00% - - 0.00%01.11.04 Curado con aditivo quimico en concreto m2 94.98 S/. 0.95 90.23 - 0.00% 94.98 90.23 100.00% 94.98 90.23 100.00% - - 0.00%01.12.00 VIGA DE CIMENTACION01.12.01 Concreto premezclado vigas de ciment. f'c=210 kg/cm2 TIPO V M3 3.43 S/. 297.00 1,018.71 - 0.00% 3.43 1,018.71 100.00% 3.43 1,018.71 100.00% - - 0.00%01.12.02 Encofrado de vigas de cimentacion m2 22.03 S/. 28.00 616.84 - 0.00% 22.03 616.84 100.00% 22.03 616.84 100.00% - - 0.00%01.12.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 1,092.05 S/. 3.13 3,418.12 - 0.00% 1,092.05 3,418.12 100.00% 1,092.05 3,418.12 100.00% - - 0.00%01.12.04 Curado con aditivo quimico en concreto m2 22.03 S/. 0.95 20.93 - 0.00% 22.03 20.93 100.00% 22.03 20.93 100.00% - - 0.00%01.13.00 COLUMNAS01.13.01 Concreto premezclado columnas f'c=210 kg/cm2 TIPO I M3 11.12 S/. 274.51 3,052.55 - 0.00% 4.17 1,144.71 37.50% 4.17 1,144.71 37.50% 6.95 1,907.84 62.50%01.13.01 Concreto premezclado columnas f'c=210 kg/cm2 TIPO V M3 3.36 S/. 297.00 997.92 - 0.00% 3.36 997.92 100.00% 3.36 997.92 100.00% - - 0.00%01.13.02 Encofrado de columnas m2 179.84 S/. 35.00 6,294.40 - 0.00% 89.92 3,147.20 50.00% 89.92 3,147.20 50.00% 89.92 3,147.20 50.00%01.13.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 3,570.16 S/. 3.13 11,174.60 - 0.00% 1,785.08 5,587.30 50.00% 1,785.08 5,587.30 50.00% 1,785.08 5,587.30 50.00%01.13.04 Curado con aditivo quimico en concreto m2 179.84 S/. 0.95 170.85 - 0.00% 89.92 85.42 50.00% 89.92 85.42 50.00% 89.92 85.42 50.00%01.14.00 PLACAS 01.14.01 Concreto premezclado placas f'c=210 kg/cm2 TIPO I M3 110.42 S/. 274.51 30,311.39 - 0.00% 52.78 14,488.85 47.80% 52.78 14,488.85 47.80% 57.64 15,822.55 52.20%01.14.01 Concreto premezclado placas f'c=210 kg/cm2 TIPO V M3 38.71 S/. 297.00 11,496.87 - 0.00% 18.50 5,495.50 47.80% 18.50 5,495.50 47.80% 20.21 6,001.37 52.20%01.14.02 Encofrado de placas m2 1,454.61 S/. 35.00 50,911.35 - 0.00% 695.30 24,335.63 47.80% 695.30 24,335.63 47.80% 759.31 26,575.72 52.20%01.14.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 15,109.86 S/. 3.13 47,293.86 - 0.00% 7,222.51 22,606.47 47.80% 7,222.51 22,606.47 47.80% 7,887.35 24,687.40 52.20%01.14.04 Curado con aditivo quimico en concreto m2 1,454.61 S/. 0.95 1,381.88 - 0.00% 695.30 660.54 47.80% 695.30 660.54 47.80% 759.31 721.34 52.20%01.15.00 MUROS DE CONTENCION01.15.01 Concreto premezclado muro de cont. f'c=210 kg/cm2 TIPO V M3 30.89 S/. 297.00 9,174.33 - 0.00% 30.89 9,174.33 100.00% 30.89 9,174.33 100.00% - - 0.00%01.15.02 Encofrado muros dos caras m2 516.41 S/. 40.00 20,656.40 - 0.00% 438.95 17,557.94 85.00% 438.95 17,557.94 85.00% 77.46 3,098.46 15.00%01.15.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 1,748.40 S/. 3.13 5,472.49 - 0.00% 1,486.14 4,651.62 85.00% 1,486.14 4,651.62 85.00% 262.26 820.87 15.00%01.15.04 Curado con aditivo quimico en concreto m2 516.41 S/. 0.95 490.59 - 0.00% 438.95 417.00 85.00% 438.95 417.00 85.00% 77.46 73.59 15.00%01.16.00 ESCALERAS01.16.01 Concreto premezclado escalera f'c=210 kg/cm2 tipo I M3 8.89 S/. 274.51 2,440.39 - 0.00% - 0.00% - - 0.00% 8.89 2,440.39 100.00%01.16.01 Concreto premezclado escalera f'c=210 kg/cm2 tipo V M3 1.71 S/. 290.00 495.90 - 0.00% - 0.00% - - 0.00% 1.71 495.90 100.00%01.16.02 Encofrado de escaleras m2 68.59 S/. 48.74 3,343.08 - 0.00% - 0.00% - - 0.00% 68.59 3,343.08 100.00%01.16.03 Acero de refuerzo fy=4,200 kg/cm2 kg 820.73 S/. 3.13 2,568.88 - 0.00% - 0.00% - - 0.00% 820.73 2,568.88 100.00%01.16.04 Curado con aditivo quimico en concreto m2 68.59 S/. 0.95 65.16 - 0.00% - 0.00% - - 0.00% 68.59 65.16 100.00%01.17.00 VIGAS01.17.01 Concreto premezclado en vigas y cortes f'c=210 kg/cm2 M3 72.93 S/. 273.77 19,965.80 - 0.00% 29.15 7,980.30 39.97% 29.15 7,980.30 39.97% 43.78 11,985.50 60.03%01.17.02 Encofrado de vigas y cortes M2 559.48 S/. 42.80 23,945.74 - 0.00% 222.35 9,516.58 39.74% 222.35 9,516.58 39.74% 337.13 14,429.16 60.26%01.17.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 10,533.94 S/. 3.13 32,971.23 - 0.00% 4,215.00 13,192.95 40.01% 4,215.00 13,192.95 40.01% 6,318.94 19,778.28 59.99%01.17.04 Curado con aditivo quimico en concreto M2 559.48 S/. 0.95 531.51 - 0.00% 222.35 211.23 39.74% 222.35 211.23 39.74% 337.13 320.27 60.26%01.18.00 LOSA MACIZA01.18.01 Concreto premezclado losas macizas f'c=210 kg/cm2 M3 31.45 S/. 272.77 8,579.71 - 0.00% 12.62 3,442.36 40.12% 12.62 3,442.36 40.12% 18.83 5,137.35 59.88%01.18.02 Encofrado losas macizas M2 157.27 S/. 33.50 5,268.55 - 0.00% 62.00 2,077.00 39.42% 62.00 2,077.00 39.42% 95.27 3,191.55 60.58%01.18.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 1,499.17 S/. 3.13 4,692.40 - 0.00% 597.00 1,868.61 39.82% 597.00 1,868.61 39.82% 902.17 2,823.79 60.18%01.18.04 Curado con aditivo quimico en concreto m2 157.27 S/. 0.95 149.41 - 0.00% 62.00 58.90 39.42% 62.00 58.90 39.42% 95.27 90.51 60.58%01.19.00 LOSAS ALIGERADAS01.19.01 Concreto premezclado losas aligeradas f'c=210 kg/cm2 M3 69.53 S/. 272.77 18,965.25 - 0.00% 21.00 5,727.51 30.20% 21.00 5,727.51 30.20% 48.53 13,237.75 69.80%01.19.02 Encofrado losa aligerada M2 794.61 S/. 33.50 26,619.44 - 0.00% 349.63 11,712.55 44.00% 349.63 11,712.55 44.00% 444.98 14,906.88 56.00%01.19.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 4,419.80 S/. 3.13 13,833.97 - 0.00% 1,944.71 6,086.95 44.00% 1,944.71 6,086.95 44.00% 2,475.09 7,747.03 56.00%01.19.04 Ladrillo para techo de h=0.15 m Und 7,228.53 S/. 2.95 21,324.16 - 0.00% 2,912.40 8,591.59 40.29% 2,912.40 8,591.59 40.29% 4,316.13 12,732.57 59.71%01.19.05 Curado con aditivo quimico en concreto m2 794.61 S/. 0.95 754.88 - 0.00% 317.84 301.95 40.00% 317.84 301.95 40.00% 476.77 452.93 60.00%01.20.00 CISTERNA01.20.01 Concreto premezclado cisterna f'c=210 kg/cm2 tipo V M3 6.73 S/. 297.00 1,998.81 - 0.00% 6.73 1,998.81 100.00% 6.73 1,998.81 100.00% - - 0.00%01.20.02 Encofrado de cisternas M2 46.04 S/. 42.50 1,956.70 - 0.00% 46.04 1,956.70 100.00% 46.04 1,956.70 100.00% - - 0.00%01.20.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 635.36 S/. 3.13 1,988.68 - 0.00% 635.36 1,988.68 100.00% 635.36 1,988.68 100.00% - - 0.00%01.20.04 Curado con aditivo quimico en concreto M2 46.04 S/. 0.95 43.74 - 0.00% 46.04 43.74 100.00% 46.04 43.74 100.00% - - 0.00%01.20.00 TANQUE ELEVADO01.20.01 Concreto premezclado cisterna f'c=210 kg/cm2 M3 5.30 S/. 297.00 1,574.10 - 0.00% - 0.00% - - 0.00% 5.30 1,574.10 100.00%01.20.02 Encofrado de cisternas M2 49.56 S/. 42.50 2,106.30 - 0.00% - 0.00% - - 0.00% 49.56 2,106.30 100.00%01.20.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 784.62 S/. 3.13 2,455.86 - 0.00% - 0.00% - - 0.00% 784.62 2,455.86 100.00%01.20.04 Curado con aditivo quimico en concreto M2 49.56 S/. 0.95 47.08 - 0.00% - 0.00% - - 0.00% 49.56 47.08 100.00%01.21.00 PAVIMENTOS ( SOTANO )01.21.01 Concreto premezclado losa de piso h=15 cm f'c=210 kg/cm2 m3 43.70 S/. 271.58 11,868.05 - 0.00% - 0.00% - - 0.00% 43.70 11,868.05 100.00%01.21.02 Acero de refuerzo fy=4,200 kg/cm2 kg 990.92 S/. 3.13 3,101.58 - 0.00% - 0.00% - - 0.00% 990.92 3,101.58 100.00%01.21.03 Encofrado de borde en losa h=0.15 m. m 106.47 S/. 18.00 1,916.46 - 0.00% - 0.00% - - 0.00% 106.47 1,916.46 100.00%01.21.04 Curado con aditivo quimico en concreto m2 291.37 S/. 0.95 276.80 - 0.00% - 0.00% - - 0.00% 291.37 276.80 100.00%01.21.05 Acabado frotachado con maquina m2 291.37 S/. 7.80 2,272.69 - 0.00% - 0.00% - - 0.00% 291.37 2,272.69 100.00%01.21.06 Jc con sikaflex m 106.47 S/. 12.25 1,304.26 - 0.00% - 0.00% - - 0.00% 106.47 1,304.26 100.00%01.21.07 Jd con tecknopor de 1/2" y sello asfaltico m 153.12 S/. 7.80 1,194.34 - 0.00% - 0.00% - - 0.00% 153.12 1,194.34 100.00%01.21.08 Aplicación de pintura bituminosa en superficies en contacto con terreno (solo mano de om2 940.51 S/. 2.40 2,257.22 - 0.00% - 0.00% - - 0.00% 940.51 2,257.22 100.00%

COSTO DIRECTO 525,594.91 - 0.00% 260,396.09 49.54% 260,396.09 49.54% 265,198.81 50.46%

IGV 18% 18.00% 94,607.08 - 46,871.30 46,871.30 47,735.79

TOTAL 620,201.99 - 307,267.39 307,267.39 312,934.60

FONDO DE GARANTIA 5.00% -26,279.75 - -13,019.80 -13,019.80 -13,259.94

TOTAL A PAGAR 593,922.24 - 294,247.59 294,247.59 299,674.66

22,815.64 2.28

S/. 52,019.65 S/. 208,376.44


ADICIONAL





01.00.00 ESTRUCTURA01.01.00 OBRAS PRELIMINARES01.01.02 Movilizacion y desmovilizacion de equipos mes 1.00 S/. 6,250.00 6,250.00 0.50 3,125.00 50.00% - 0.00% 0.50 3,125.00 50.00% 0.50 3,125.00 50.00%01.02.00 OBRAS PROVISIONALES01.02.07 Implementos de seguridad (juegos de uniformes en 2 oprtunidades) glb 1.00 S/. 9,800.00 9,800.00 0.50 4,900.00 50.00% - 0.00% 0.50 4,900.00 50.00% 0.50 4,900.00 50.00%01.05.00 MOVIMIENTO DE TIERRAS01.05.02 Excavacion manual de zanjas para cimientos y otros m3 288.76 S/. 32.00 9,240.32 288.76 9,240.32 100.00% - 0.00% 288.76 9,240.32 100.00% - - 0.00%01.05.03 Desquinchado manual p/muro de contencion m3 18.00 S/. 32.50 585.00 18.00 585.00 100.00% - 0.00% 18.00 585.00 100.00% - - 0.00%01.05.04 Relleno compactado con material propio m3 561.45 S/. 34.80 19,538.46 192.66 6,704.39 34.31% - 0.00% 192.66 6,704.39 34.31% 368.80 12,834.07 65.69%01.05.05 Relleno con material de prestamo e=0.25 m m2 313.20 S/. 18.25 5,715.90 - - 0.00% - 0.00% - - 0.00% 313.20 5,715.90 100.00%01.06.00 CONCRETO SIMPLE01.06.01 CIMIENTOS

01.06.01.01 Concreto ciclopeo para cimentaciones mezcla 1:10 + 30% p.g. m3 34.63 S/. 196.46 6,803.41 34.63 6,803.41 100.00% - 0.00% 34.63 6,803.41 100.00% - - 0.00%01.07.00 SOLADOS 01.07.01 Pañeteo de muros con mortero 1:5 (a:c) en muros y calzaduras m2 108.00 S/. 3.25 351.00 108.00 351.00 100.00% - 0.00% 108.00 351.00 100.00% - - 0.00%01.07.02 Solado mezcla 1:12 cemento-hormigon e=0.05 m. M2 153.71 S/. 14.98 2,302.58 153.71 2,302.58 100.00% - 0.00% 153.71 2,302.58 100.00% - - 0.00%01.08.00 SOBRECIMIENTOS01.08.01 Concreto premezclado SOBEC f'c=210 kg/cm2 (Cemento Tipo V) m3 2.72 S/. 297.00 807.84 2.72 807.84 100.00% - 0.00% 2.72 807.84 100.00% - - 0.00%01.08.02 Acero de refuerzo fy=4,200 kg/cm2 90.51 S/. 3.13 283.30 90.51 283.30 100.00% - 0.00% 90.51 283.30 100.00% - - 0.00%01.08.03 Encofrado de sobrecimiento h=0.30 m M2 38.23 S/. 30.00 1,146.90 38.23 1,146.90 100.00% - 0.00% 38.23 1,146.90 100.00% - - 0.00%01.09.00 CONCRETO ARMADO01.10.00 ZAPATAS01.10.01 Concreto premezclado zapatas f'c=210 kg/cm2 (Cemento Tipo V) M3 52.04 S/. 297.00 15,455.88 52.04 15,455.88 100.00% - 0.00% 52.04 15,455.88 100.00% - - 0.00%01.10.02 Encofrado de zapatas m2 50.28 S/. 28.00 1,407.84 50.28 1,407.84 100.00% - 0.00% 50.28 1,407.84 100.00% - - 0.00%01.10.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 3,189.75 S/. 3.13 9,983.92 3,189.75 9,983.92 100.00% - 0.00% 3,189.75 9,983.92 100.00% - - 0.00%01.10.04 Curado con aditivo quimico en concreto m2 150.90 S/. 0.95 143.36 150.90 143.36 100.00% - 0.00% 150.90 143.36 100.00% - - 0.00%01.11.00 CIMIENTOS DE MUROS01.11.01 Concreto premezclado cimientos de muros f'c=210 kg/cm2 TIPO V M3 28.64 S/. 297.00 8,506.08 28.64 8,506.08 100.00% - 0.00% 28.64 8,506.08 100.00% - - 0.00%01.11.02 Encofrado de cimientos de los muros m2 56.00 S/. 28.00 1,568.00 56.00 1,568.00 100.00% - 0.00% 56.00 1,568.00 100.00% - - 0.00%01.11.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 648.03 S/. 3.13 2,028.33 648.03 2,028.33 100.00% - 0.00% 648.03 2,028.33 100.00% - - 0.00%01.11.04 Curado con aditivo quimico en concreto m2 94.98 S/. 0.95 90.23 94.98 90.23 100.00% - 0.00% 94.98 90.23 100.00% - - 0.00%01.12.00 VIGA DE CIMENTACION01.12.01 Concreto premezclado vigas de ciment. f'c=210 kg/cm2 TIPO V M3 3.43 S/. 297.00 1,018.71 2.92 865.90 85.00% - 0.00% 2.92 865.90 85.00% 0.51 152.81 15.00%01.12.02 Encofrado de vigas de cimentacion m2 22.03 S/. 28.00 616.84 18.73 524.31 85.00% - 0.00% 18.73 524.31 85.00% 3.30 92.53 15.00%01.12.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 1,092.05 S/. 3.13 3,418.12 928.24 2,905.40 85.00% - 0.00% 928.24 2,905.40 85.00% 163.81 512.72 15.00%01.12.04 Curado con aditivo quimico en concreto m2 22.03 S/. 0.95 20.93 18.73 17.79 85.00% - 0.00% 18.73 17.79 85.00% 3.30 3.14 15.00%01.13.00 COLUMNAS01.13.01 Concreto premezclado columnas f'c=210 kg/cm2 TIPO I M3 11.12 S/. 274.51 3,052.55 - - 0.00% - 0.00% - - 0.00% 11.12 3,052.55 100.00%01.13.01 Concreto premezclado columnas f'c=210 kg/cm2 TIPO V M3 3.64 S/. 297.00 1,081.08 3.64 1,081.08 100.00% - 0.00% 3.64 1,081.08 100.00% - - 0.00%01.13.02 Encofrado de columnas m2 191.27 S/. 35.00 6,694.45 38.25 1,338.89 20.00% - 0.00% 38.25 1,338.89 20.00% 153.02 5,355.56 80.00%01.13.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 3,682.76 S/. 3.13 11,527.04 736.55 2,305.41 20.00% - 0.00% 736.55 2,305.41 20.00% 2,946.21 9,221.63 80.00%01.13.04 Curado con aditivo quimico en concreto m2 191.27 S/. 0.95 181.71 38.25 36.34 20.00% - 0.00% 38.25 36.34 20.00% 153.02 145.37 80.00%01.14.00 PLACAS 01.14.01 Concreto premezclado placas f'c=210 kg/cm2 TIPO I M3 110.42 S/. 274.51 30,311.39 - - 0.00% - 0.00% - - 0.00% 110.42 30,311.39 100.00%01.14.01 Concreto premezclado placas f'c=210 kg/cm2 TIPO V M3 42.77 S/. 297.00 12,702.69 42.77 12,702.69 100.00% - 0.00% 42.77 12,702.69 100.00% - - 0.00%01.14.02 Encofrado de placas m2 1,479.14 S/. 35.00 51,769.90 295.83 10,353.98 20.00% - 0.00% 295.83 10,353.98 20.00% 1,183.31 41,415.92 80.00%01.14.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 15,255.86 S/. 3.13 47,750.84 3,051.17 9,550.17 20.00% - 0.00% 3,051.17 9,550.17 20.00% 12,204.69 38,200.67 80.00%01.14.04 Curado con aditivo quimico en concreto m2 1,479.14 S/. 0.95 1,405.18 295.83 281.04 20.00% - 0.00% 295.83 281.04 20.00% 1,183.31 1,124.15 80.00%01.15.00 MUROS DE CONTENCION01.15.01 Concreto premezclado muro de cont. f'c=210 kg/cm2 TIPO V M3 33.36 S/. 297.00 9,907.92 25.02 7,430.94 75.00% - 0.00% 25.02 7,430.94 75.00% 8.34 2,476.98 25.00%01.15.02 Encofrado muros dos caras m2 560.90 S/. 40.00 22,436.00 316.45 12,658.00 56.42% 38.25 1,530.00 6.82% 354.70 14,188.00 63.24% 206.20 8,248.00 36.76%01.15.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 1,870.76 S/. 3.13 5,855.48 1,403.07 4,391.61 75.00% - 0.00% 1,403.07 4,391.61 75.00% 467.69 1,463.87 25.00%01.15.04 Curado con aditivo quimico en concreto m2 560.90 S/. 0.95 532.86 280.45 266.43 50.00% 38.25 36.34 6.82% 318.70 302.77 56.82% 242.20 230.09 43.18%01.16.00 ESCALERAS01.16.01 Concreto premezclado escalera f'c=210 kg/cm2 tipo I M3 8.89 S/. 274.51 2,440.39 - - 0.00% - 0.00% - - 0.00% 8.89 2,440.39 100.00%01.16.01 Concreto premezclado escalera f'c=210 kg/cm2 tipo V M3 1.71 S/. 297.00 507.87 - - 0.00% - 0.00% - - 0.00% 1.71 507.87 100.00%01.16.02 Encofrado de escaleras m2 68.59 S/. 48.74 3,343.08 - - 0.00% - 0.00% - - 0.00% 68.59 3,343.08 100.00%01.16.03 Acero de refuerzo fy=4,200 kg/cm2 kg 820.73 S/. 3.13 2,568.88 - - 0.00% - 0.00% - - 0.00% 820.73 2,568.88 100.00%01.16.04 Curado con aditivo quimico en concreto m2 68.59 S/. 0.95 65.16 - - 0.00% - 0.00% - - 0.00% 68.59 65.16 100.00%01.17.00 VIGAS01.17.01 Concreto premezclado en vigas y cortes f'c=210 kg/cm2 M3 72.93 S/. 273.77 19,965.80 - - 0.00% - 0.00% - - 0.00% 72.93 19,965.80 100.00%01.17.02 Encofrado de vigas y cortes M2 559.48 S/. 42.80 23,945.74 - - 0.00% 16.78 718.37 3.00% 16.78 718.37 3.00% 542.70 23,227.37 97.00%01.17.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 10,533.94 S/. 3.13 32,971.23 - - 0.00% - 0.00% - - 0.00% 10,533.94 32,971.23 100.00%01.17.04 Curado con aditivo quimico en concreto M2 559.48 S/. 0.95 531.51 - - 0.00% - 0.00% - - 0.00% 559.48 531.51 100.00%01.18.00 LOSA MACIZA01.18.01 Concreto premezclado losas macizas f'c=210 kg/cm2 M3 31.45 S/. 272.77 8,579.71 - - 0.00% - 0.00% - - 0.00% 31.45 8,579.71 100.00%01.18.02 Encofrado losas macizas M2 157.27 S/. 33.50 5,268.55 - - 0.00% - 0.00% - - 0.00% 157.27 5,268.55 100.00%01.18.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 1,499.17 S/. 3.13 4,692.40 - - 0.00% - 0.00% - - 0.00% 1,499.17 4,692.40 100.00%01.18.04 Curado con aditivo quimico en concreto m2 157.27 S/. 0.95 149.41 - - 0.00% - 0.00% - - 0.00% 157.27 149.41 100.00%01.19.00 LOSAS ALIGERADAS01.19.01 Concreto premezclado losas aligeradas f'c=210 kg/cm2 M3 69.53 S/. 272.77 18,965.25 - - 0.00% - 0.00% - - 0.00% 69.53 18,965.25 100.00%01.19.02 Encofrado losa aligerada M2 794.61 S/. 33.50 26,619.44 - - 0.00% - 0.00% - - 0.00% 794.61 26,619.44 100.00%01.19.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 4,419.80 S/. 3.13 13,833.97 - - 0.00% - 0.00% - - 0.00% 4,419.80 13,833.97 100.00%01.19.04 Ladrillo para techo de h=0.15 m Und 7,228.53 S/. 2.95 21,324.16 - - 0.00% - 0.00% - - 0.00% 7,228.53 21,324.16 100.00%01.19.05 Curado con aditivo quimico en concreto m2 794.61 S/. 0.95 754.88 - - 0.00% - 0.00% - - 0.00% 794.61 754.88 100.00%01.20.00 CISTERNA01.20.01 Concreto premezclado cisterna f'c=210 kg/cm2 M3 6.73 S/. 297.00 1,998.81 6.73 1,998.81 100.00% - 0.00% 6.73 1,998.81 100.00% - - 0.00%01.20.02 Encofrado de cisternas M2 46.04 S/. 42.50 1,956.70 46.04 1,956.70 100.00% - 0.00% 46.04 1,956.70 100.00% - - 0.00%01.20.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 635.36 S/. 3.13 1,988.68 635.36 1,988.68 100.00% - 0.00% 635.36 1,988.68 100.00% - - 0.00%01.20.04 Curado con aditivo quimico en concreto M2 46.04 S/. 0.95 43.74 46.04 43.74 100.00% - 0.00% 46.04 43.74 100.00% - - 0.00%01.20.00 TANQUE ELEVADO01.20.01 Concreto premezclado cisterna f'c=210 kg/cm2 M3 5.30 S/. 297.00 1,574.10 - - 0.00% - 0.00% - - 0.00% 5.30 1,574.10 100.00%01.20.02 Encofrado de cisternas M2 49.56 S/. 42.50 2,106.30 - - 0.00% - 0.00% - - 0.00% 49.56 2,106.30 100.00%01.20.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 784.62 S/. 3.13 2,455.86 - - 0.00% - 0.00% - - 0.00% 784.62 2,455.86 100.00%01.20.04 Curado con aditivo quimico en concreto M2 49.56 S/. 0.95 47.08 - - 0.00% - 0.00% - - 0.00% 49.56 47.08 100.00%01.21.00 PAVIMENTOS ( SOTANO )01.21.01 Concreto premezclado losa de piso h=15 cm f'c=210 kg/cm2 m3 46.95 S/. 271.58 12,750.68 - - 0.00% - 0.00% - - 0.00% 46.95 12,750.68 100.00%01.21.02 Acero de refuerzo fy=4,200 kg/cm2 kg 990.92 S/. 3.13 3,101.58 - - 0.00% - 0.00% - - 0.00% 990.92 3,101.58 100.00%01.21.03 Encofrado de borde en losa h=0.15 m. m 106.47 S/. 18.00 1,916.46 - - 0.00% - 0.00% - - 0.00% 106.47 1,916.46 100.00%01.21.04 Curado con aditivo quimico en concreto m2 313.00 S/. 0.95 297.35 - - 0.00% - 0.00% - - 0.00% 313.00 297.35 100.00%01.21.05 Acabado frotachado con maquina m2 313.00 S/. 7.80 2,441.40 - - 0.00% - 0.00% - - 0.00% 313.00 2,441.40 100.00%01.21.06 Jc con sikaflex m 106.47 S/. 12.25 1,304.26 - - 0.00% - 0.00% - - 0.00% 106.47 1,304.26 100.00%01.21.07 Jd con tecknopor de 1/2" y sello asfaltico m 153.12 S/. 7.80 1,194.34 - - 0.00% - 0.00% - - 0.00% 153.12 1,194.34 100.00%

COSTO DIRECTO 533,996.81 148,131.29 27.74% 2,284.71 0.43% 150,416.00 28.17% 383,580.80 71.83%

IGV 18% 18.00% 96,119.43 26,663.63 411.25 27,074.88 69,044.54

TOTAL 630,116.24 174,794.92 2,695.96 177,490.88 452,625.34

FONDO DE GARANTIA 5.00% -26,699.84 -7,406.56 -114.24 -7,520.80 -19,179.04

TOTAL A PAGAR 603,416.40 167,388.36 2,581.72 169,970.08 433,446.30

- 2.28

S/. - S/. 2,284.71


ADICIONAL





01.00.00 ESTRUCTURA01.01.00 OBRAS PRELIMINARES01.01.02 Movilizacion y desmovilizacion de equipos mes 1.00 S/. 6,250.00 6,250.00 0.50 3,125.00 50.00% - 0.00% 0.50 3,125.00 50.00% 0.50 3,125.00 50.00%01.02.00 OBRAS PROVISIONALES01.02.07 Implementos de seguridad (juegos de uniformes en 2 oprtunidades) glb 1.00 S/. 9,800.00 9,800.00 0.50 4,900.00 50.00% - 0.00% 0.50 4,900.00 50.00% 0.50 4,900.00 50.00%01.02.09 Limpieza permanente en obra mes 4.00 S/. 1,920.00 7,680.00 2.00 3,840.00 50.00% - 0.00% 2.00 3,840.00 50.00% 2.00 3,840.00 50.00%01.05.00 MOVIMIENTO DE TIERRAS01.05.02 Excavacion manual de zanjas para cimientos y otros m3 72.06 S/. 32.00 2,305.92 72.06 2,305.92 100.00% - 0.00% 72.06 2,305.92 100.00% - - 0.00%01.05.03 Desquinchado manual p/muro de contencion m3 21.75 S/. 32.50 706.88 21.75 706.88 100.00% - 0.00% 21.75 706.88 100.00% - - 0.00%01.05.04 Relleno compactado con material propio incluye acarreo distancia promedio = 30 m. m3 411.75 S/. 34.80 14,328.90 164.70 5,731.56 40.00% - 0.00% 164.70 5,731.56 40.00% 247.05 8,597.34 60.00%01.05.05 Relleno con material de prestamo e=0.15 m m2 300.83 S/. 18.25 5,490.15 - - 0.00% - 0.00% - - 0.00% 300.83 5,490.15 100.00%01.06.00 CONCRETO SIMPLE01.06.01 CIMIENTOS

01.06.01.01 Concreto ciclopeo para cimentaciones mezcla 1:10 + 30% p.g. m3 41.36 S/. 196.46 8,125.59 29.36 5,768.07 70.99% 2.85 559.91 6.89% 32.21 6,327.98 77.88% 9.15 1,797.61 22.12%01.07.00 SOLADOS 01.07.01 Pañeteo de muros con mortero 1:5 (a:c) en muros y calzaduras m2 108.00 S/. 3.25 351.00 108.00 351.00 100.00% - 0.00% 108.00 351.00 100.00% - - 0.00%01.07.02 Solado mezcla 1:12 cemento-hormigon e=0.05 m. M2 153.71 S/. 14.98 2,302.58 153.71 2,302.58 100.00% - 0.00% 153.71 2,302.58 100.00% - - 0.00%01.08.00 SOBRECIMIENTOS01.08.01 Concreto premezclado SOBEC f'c=210 kg/cm2 (Cemento Tipo V) m3 2.72 S/. 297.00 807.84 - - 0.00% - 0.00% - - 0.00% 2.72 807.84 100.00%

Acero de refuerzo fy=4,200 kg/cm2 90.51 S/. 3.13 283.30 - - 0.00% - 0.00% - - 0.00% 90.51 283.30 100.00%01.08.02 Encofrado de sobrecimiento h=0.30 m M2 38.23 S/. 30.00 1,146.90 - - 0.00% - 0.00% - - 0.00% 38.23 1,146.90 100.00%01.09.00 CONCRETO ARMADO01.10.00 ZAPATAS01.10.01 Concreto premezclado zapatas f'c=210 kg/cm2 (Cemento Tipo V) M3 52.04 S/. 297.00 15,455.88 52.04 15,455.88 100.00% - 0.00% 52.04 15,455.88 100.00% - - 0.00%01.10.02 Encofrado de zapatas m2 50.28 S/. 28.00 1,407.84 50.28 1,407.84 100.00% - 0.00% 50.28 1,407.84 100.00% - - 0.00%01.10.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 3,189.75 S/. 3.13 9,983.92 3,189.75 9,983.92 100.00% - 0.00% 3,189.75 9,983.92 100.00% - - 0.00%01.10.04 Curado con aditivo quimico en concreto m2 150.90 S/. 0.95 143.36 150.90 143.36 100.00% - 0.00% 150.90 143.36 100.00% - - 0.00%01.11.00 CIMIENTOS DE MUROS01.11.01 Concreto premezclado cimientos de muros f'c=210 kg/cm2 TIPO V M3 28.64 S/. 297.00 8,506.08 28.64 8,506.08 100.00% - 0.00% 28.64 8,506.08 100.00% - - 0.00%01.11.02 Encofrado de cimientos de los muros m2 56.00 S/. 28.00 1,568.00 56.00 1,568.00 100.00% - 0.00% 56.00 1,568.00 100.00% - - 0.00%01.11.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 648.03 S/. 3.13 2,028.33 648.03 2,028.33 100.00% - 0.00% 648.03 2,028.33 100.00% - - 0.00%01.11.04 Curado con aditivo quimico en concreto m2 94.98 S/. 0.95 90.23 94.98 90.23 100.00% - 0.00% 94.98 90.23 100.00% - - 0.00%01.12.00 VIGA DE CIMENTACION01.12.01 Concreto premezclado vigas de ciment. f'c=210 kg/cm2 TIPO V M3 3.43 S/. 297.00 1,018.71 3.43 1,018.71 100.00% - 0.00% 3.43 1,018.71 100.00% - - 0.00%01.12.02 Encofrado de vigas de cimentacion m2 22.03 S/. 28.00 616.84 22.03 616.84 100.00% - 0.00% 22.03 616.84 100.00% - - 0.00%01.12.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 1,092.05 S/. 3.13 3,418.12 1,092.05 3,418.12 100.00% - 0.00% 1,092.05 3,418.12 100.00% - - 0.00%01.12.04 Curado con aditivo quimico en concreto m2 22.03 S/. 0.95 20.93 22.03 20.93 100.00% - 0.00% 22.03 20.93 100.00% - - 0.00%01.13.00 COLUMNAS01.13.01 Concreto premezclado columnas f'c=210 kg/cm2 TIPO I M3 11.12 S/. 274.51 3,052.55 4.17 1,144.71 37.50% 1.28 351.04 11.50% 5.45 1,495.75 49.00% 5.67 1,556.80 51.00%01.13.01 Concreto premezclado columnas f'c=210 kg/cm2 TIPO V M3 3.36 S/. 297.00 997.92 3.36 997.92 100.00% - 0.00% 3.36 997.92 100.00% - - 0.00%01.13.02 Encofrado de columnas m2 179.84 S/. 35.00 6,294.40 89.92 3,147.20 50.00% 20.68 723.86 11.50% 110.60 3,871.06 61.50% 69.24 2,423.34 38.50%01.13.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 3,570.16 S/. 3.13 11,174.60 1,785.08 5,587.30 50.00% 1,053.20 3,296.51 29.50% 2,838.28 8,883.81 79.50% 731.88 2,290.79 20.50%01.13.04 Curado con aditivo quimico en concreto m2 179.84 S/. 0.95 170.85 89.92 85.42 50.00% 20.68 19.65 11.50% 110.60 105.07 61.50% 69.24 65.78 38.50%01.14.00 PLACAS 01.14.01 Concreto premezclado placas f'c=210 kg/cm2 TIPO I M3 110.42 S/. 274.51 30,311.39 52.78 14,488.85 47.80% 6.07 1,667.13 5.50% 58.85 16,155.97 53.30% 51.57 14,155.42 46.70%01.14.01 Concreto premezclado placas f'c=210 kg/cm2 TIPO V M3 38.71 S/. 297.00 11,496.87 18.50 5,495.50 47.80% - 0.00% 18.50 5,495.50 47.80% 20.21 6,001.37 52.20%01.14.02 Encofrado de placas m2 1,454.61 S/. 35.00 50,911.35 695.30 24,335.63 47.80% 167.28 5,854.81 11.50% 862.58 30,190.43 59.30% 592.03 20,720.92 40.70%01.14.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 15,109.86 S/. 3.13 47,293.86 7,222.51 22,606.47 47.80% 4,457.41 13,951.69 29.50% 11,679.92 36,558.16 77.30% 3,429.94 10,735.71 22.70%01.14.04 Curado con aditivo quimico en concreto m2 1,454.61 S/. 0.95 1,381.88 695.30 660.54 47.80% 167.28 158.92 11.50% 862.58 819.45 59.30% 592.03 562.42 40.70%01.15.00 MUROS DE CONTENCION01.15.01 Concreto premezclado muro de cont. f'c=210 kg/cm2 TIPO V M3 30.89 S/. 297.00 9,174.33 30.89 9,174.33 100.00% - 0.00% 30.89 9,174.33 100.00% - - 0.00%01.15.02 Encofrado muros dos caras m2 516.41 S/. 40.00 20,656.40 438.95 17,557.94 85.00% - 0.00% 438.95 17,557.94 85.00% 77.46 3,098.46 15.00%01.15.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 1,748.40 S/. 3.13 5,472.49 1,486.14 4,651.62 85.00% - 0.00% 1,486.14 4,651.62 85.00% 262.26 820.87 15.00%01.15.04 Curado con aditivo quimico en concreto m2 516.41 S/. 0.95 490.59 438.95 417.00 85.00% - 0.00% 438.95 417.00 85.00% 77.46 73.59 15.00%01.16.00 ESCALERAS01.16.01 Concreto premezclado escalera f'c=210 kg/cm2 tipo I M3 8.89 S/. 274.51 2,440.39 - - 0.00% - 0.00% - - 0.00% 8.89 2,440.39 100.00%01.16.01 Concreto premezclado escalera f'c=210 kg/cm2 tipo V M3 1.71 S/. 290.00 495.90 - - 0.00% - 0.00% - - 0.00% 1.71 495.90 100.00%01.16.02 Encofrado de escaleras m2 68.59 S/. 48.74 3,343.08 - - 0.00% - 0.00% - - 0.00% 68.59 3,343.08 100.00%01.16.03 Acero de refuerzo fy=4,200 kg/cm2 kg 820.73 S/. 3.13 2,568.88 - - 0.00% - 0.00% - - 0.00% 820.73 2,568.88 100.00%01.16.04 Curado con aditivo quimico en concreto m2 68.59 S/. 0.95 65.16 - - 0.00% - 0.00% - - 0.00% 68.59 65.16 100.00%01.17.00 VIGAS01.17.01 Concreto premezclado en vigas y cortes f'c=210 kg/cm2 M3 72.93 S/. 273.77 19,965.80 29.15 7,980.30 39.97% - 0.00% 29.15 7,980.30 39.97% 43.78 11,985.50 60.03%01.17.02 Encofrado de vigas y cortes M2 559.48 S/. 42.80 23,945.74 222.35 9,516.58 39.74% 44.76 1,915.66 8.00% 267.11 11,432.24 47.74% 292.37 12,513.50 52.26%01.17.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 10,533.94 S/. 3.13 32,971.23 4,215.00 13,192.95 40.01% 842.72 2,637.70 8.00% 5,057.72 15,830.65 48.01% 5,476.22 17,140.58 51.99%01.17.04 Curado con aditivo quimico en concreto M2 559.48 S/. 0.95 531.51 222.35 211.23 39.74% - 0.00% 222.35 211.23 39.74% 337.13 320.27 60.26%01.18.00 LOSA MACIZA01.18.01 Concreto premezclado losas macizas f'c=210 kg/cm2 M3 31.45 S/. 272.77 8,579.71 12.62 3,442.36 40.12% - 0.00% 12.62 3,442.36 40.12% 18.83 5,137.35 59.88%01.18.02 Encofrado losas macizas M2 157.27 S/. 33.50 5,268.55 62.00 2,077.00 39.42% - 0.00% 62.00 2,077.00 39.42% 95.27 3,191.55 60.58%01.18.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 1,499.17 S/. 3.13 4,692.40 597.00 1,868.61 39.82% - 0.00% 597.00 1,868.61 39.82% 902.17 2,823.79 60.18%01.18.04 Curado con aditivo quimico en concreto m2 157.27 S/. 0.95 149.41 62.00 58.90 39.42% - 0.00% 62.00 58.90 39.42% 95.27 90.51 60.58%01.19.00 LOSAS ALIGERADAS01.19.01 Concreto premezclado losas aligeradas f'c=210 kg/cm2 M3 69.53 S/. 272.77 18,965.25 21.00 5,727.51 30.20% - 0.00% 21.00 5,727.51 30.20% 48.53 13,237.75 69.80%01.19.02 Encofrado losa aligerada M2 794.61 S/. 33.50 26,619.44 349.63 11,712.55 44.00% 63.57 2,129.55 8.00% 413.20 13,842.11 52.00% 381.41 12,777.33 48.00%01.19.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 4,419.80 S/. 3.13 13,833.97 1,944.71 6,086.95 44.00% 353.58 1,106.72 8.00% 2,298.30 7,193.67 52.00% 2,121.50 6,640.31 48.00%01.19.04 Ladrillo para techo de h=0.15 m Und 7,228.53 S/. 2.95 21,324.16 2,912.40 8,591.59 40.29% 578.28 1,705.93 8.00% 3,490.69 10,297.53 48.29% 3,737.84 11,026.64 51.71%01.19.05 Curado con aditivo quimico en concreto m2 794.61 S/. 0.95 754.88 317.84 301.95 40.00% - 0.00% 317.84 301.95 40.00% 476.77 452.93 60.00%01.20.00 CISTERNA01.20.01 Concreto premezclado cisterna f'c=210 kg/cm2 tipo V M3 6.73 S/. 297.00 1,998.81 6.73 1,998.81 100.00% - 0.00% 6.73 1,998.81 100.00% - - 0.00%01.20.02 Encofrado de cisternas M2 46.04 S/. 42.50 1,956.70 46.04 1,956.70 100.00% - 0.00% 46.04 1,956.70 100.00% - - 0.00%01.20.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 635.36 S/. 3.13 1,988.68 635.36 1,988.68 100.00% - 0.00% 635.36 1,988.68 100.00% - - 0.00%01.20.04 Curado con aditivo quimico en concreto M2 46.04 S/. 0.95 43.74 46.04 43.74 100.00% - 0.00% 46.04 43.74 100.00% - - 0.00%01.20.00 TANQUE ELEVADO01.20.01 Concreto premezclado cisterna f'c=210 kg/cm2 M3 5.30 S/. 297.00 1,574.10 - - 0.00% - 0.00% - - 0.00% 5.30 1,574.10 100.00%01.20.02 Encofrado de cisternas M2 49.56 S/. 42.50 2,106.30 - - 0.00% - 0.00% - - 0.00% 49.56 2,106.30 100.00%01.20.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 784.62 S/. 3.13 2,455.86 - - 0.00% - 0.00% - - 0.00% 784.62 2,455.86 100.00%01.20.04 Curado con aditivo quimico en concreto M2 49.56 S/. 0.95 47.08 - - 0.00% - 0.00% - - 0.00% 49.56 47.08 100.00%01.21.00 PAVIMENTOS ( SOTANO )01.21.01 Concreto premezclado losa de piso h=15 cm f'c=210 kg/cm2 m3 43.70 S/. 271.58 11,868.05 - - 0.00% - 0.00% - - 0.00% 43.70 11,868.05 100.00%01.21.02 Acero de refuerzo fy=4,200 kg/cm2 kg 990.92 S/. 3.13 3,101.58 - - 0.00% - 0.00% - - 0.00% 990.92 3,101.58 100.00%01.21.03 Encofrado de borde en losa h=0.15 m. m 106.47 S/. 18.00 1,916.46 - - 0.00% - 0.00% - - 0.00% 106.47 1,916.46 100.00%01.21.04 Curado con aditivo quimico en concreto m2 291.37 S/. 0.95 276.80 - - 0.00% - 0.00% - - 0.00% 291.37 276.80 100.00%01.21.05 Acabado frotachado con maquina m2 291.37 S/. 7.80 2,272.69 - - 0.00% - 0.00% - - 0.00% 291.37 2,272.69 100.00%01.21.06 Jc con sikaflex m 106.47 S/. 12.25 1,304.26 - - 0.00% - 0.00% - - 0.00% 106.47 1,304.26 100.00%01.21.07 Jd con tecknopor de 1/2" y sello asfaltico m 153.12 S/. 7.80 1,194.34 - - 0.00% - 0.00% - - 0.00% 153.12 1,194.34 100.00%01.21.08 Aplicación de pintura bituminosa en superficies en contacto con terreno (solo mano de om2 940.51 S/. 2.40 2,257.22 - - 0.00% - 0.00% - - 0.00% 940.51 2,257.22 100.00%

COSTO DIRECTO 525,594.91 260,396.09 49.54% 36,079.08 6.86% 296,475.16 56.41% 229,119.75 43.59%

IGV 18% 18.00% 94,607.08 46,871.30 6,494.23 53,365.53 41,241.56

TOTAL 620,201.99 307,267.39 42,573.31 349,840.69 270,361.31

FONDO DE GARANTIA 5.00% -26,279.75 -13,019.80 -1,803.95 -14,823.76 -11,455.99

TOTAL A PAGAR 593,922.24 294,247.59 40,769.36 335,016.93 258,905.32

6706.90512.28

15291.743628 S/. 20,787.34


ADICIONAL





01.00.00 ESTRUCTURA01.01.00 OBRAS PRELIMINARES01.01.02 Movilizacion y desmovilizacion de equipos mes 1.00 S/. 6,250.00 6,250.00 0.50 3,125.00 50.00% 0.25 1,562.50 25.00% 0.75 4,687.50 75.00% 0.25 1,562.50 25.00%01.02.00 OBRAS PROVISIONALES01.02.07 Implementos de seguridad (juegos de uniformes en 2 oprtunidades) glb 1.00 S/. 9,800.00 9,800.00 0.50 4,900.00 50.00% 0.25 2,450.00 25.00% 0.75 7,350.00 75.00% 0.25 2,450.00 25.00%01.05.00 MOVIMIENTO DE TIERRAS01.05.02 Excavacion manual de zanjas para cimientos y otros m3 288.76 S/. 32.00 9,240.32 288.76 9,240.32 100.00% - 0.00% 288.76 9,240.32 100.00% - - 0.00%01.05.03 Desquinchado manual p/muro de contencion m3 18.00 S/. 32.50 585.00 18.00 585.00 100.00% - 0.00% 18.00 585.00 100.00% - - 0.00%01.05.04 Relleno compactado con material propio m3 561.45 S/. 34.80 19,538.46 192.66 6,704.39 34.31% 16.50 574.20 2.94% 209.16 7,278.59 37.25% 352.30 12,259.87 62.75%01.05.05 Relleno con material de prestamo e=0.25 m m2 313.20 S/. 18.25 5,715.90 - - 0.00% - 0.00% - - 0.00% 313.20 5,715.90 100.00%01.06.00 CONCRETO SIMPLE01.06.01 CIMIENTOS

01.06.01.01 Concreto ciclopeo para cimentaciones mezcla 1:10 + 30% p.g. m3 34.63 S/. 196.46 6,803.41 34.63 6,803.41 100.00% - 0.00% 34.63 6,803.41 100.00% - - 0.00%01.07.00 SOLADOS 01.07.01 Pañeteo de muros con mortero 1:5 (a:c) en muros y calzaduras m2 108.00 S/. 3.25 351.00 108.00 351.00 100.00% - 0.00% 108.00 351.00 100.00% - - 0.00%01.07.02 Solado mezcla 1:12 cemento-hormigon e=0.05 m. M2 153.71 S/. 14.98 2,302.58 153.71 2,302.58 100.00% - 0.00% 153.71 2,302.58 100.00% - - 0.00%01.08.00 SOBRECIMIENTOS01.08.01 Concreto premezclado SOBEC f'c=210 kg/cm2 (Cemento Tipo V) m3 2.72 S/. 297.00 807.84 2.72 807.84 100.00% - 0.00% 2.72 807.84 100.00% - - 0.00%01.08.02 Acero de refuerzo fy=4,200 kg/cm2 90.51 S/. 3.13 283.30 90.51 283.30 100.00% - 0.00% 90.51 283.30 100.00% - - 0.00%01.08.03 Encofrado de sobrecimiento h=0.30 m M2 38.23 S/. 30.00 1,146.90 38.23 1,146.90 100.00% - 0.00% 38.23 1,146.90 100.00% - - 0.00%01.09.00 CONCRETO ARMADO01.10.00 ZAPATAS01.10.01 Concreto premezclado zapatas f'c=210 kg/cm2 (Cemento Tipo V) M3 52.04 S/. 297.00 15,455.88 52.04 15,455.88 100.00% - 0.00% 52.04 15,455.88 100.00% - - 0.00%01.10.02 Encofrado de zapatas m2 50.28 S/. 28.00 1,407.84 50.28 1,407.84 100.00% - 0.00% 50.28 1,407.84 100.00% - - 0.00%01.10.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 3,189.75 S/. 3.13 9,983.92 3,189.75 9,983.92 100.00% - 0.00% 3,189.75 9,983.92 100.00% - - 0.00%01.10.04 Curado con aditivo quimico en concreto m2 150.90 S/. 0.95 143.36 150.90 143.36 100.00% - 0.00% 150.90 143.36 100.00% - - 0.00%01.11.00 CIMIENTOS DE MUROS01.11.01 Concreto premezclado cimientos de muros f'c=210 kg/cm2 TIPO V M3 28.64 S/. 297.00 8,506.08 28.64 8,506.08 100.00% - 0.00% 28.64 8,506.08 100.00% - - 0.00%01.11.02 Encofrado de cimientos de los muros m2 56.00 S/. 28.00 1,568.00 56.00 1,568.00 100.00% - 0.00% 56.00 1,568.00 100.00% - - 0.00%01.11.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 648.03 S/. 3.13 2,028.33 648.03 2,028.33 100.00% - 0.00% 648.03 2,028.33 100.00% - - 0.00%01.11.04 Curado con aditivo quimico en concreto m2 94.98 S/. 0.95 90.23 94.98 90.23 100.00% - 0.00% 94.98 90.23 100.00% - - 0.00%01.12.00 VIGA DE CIMENTACION01.12.01 Concreto premezclado vigas de ciment. f'c=210 kg/cm2 TIPO V M3 3.43 S/. 297.00 1,018.71 2.92 865.90 85.00% - 0.00% 2.92 865.90 85.00% 0.51 152.81 15.00%01.12.02 Encofrado de vigas de cimentacion m2 22.03 S/. 28.00 616.84 18.73 524.31 85.00% - 0.00% 18.73 524.31 85.00% 3.30 92.53 15.00%01.12.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 1,092.05 S/. 3.13 3,418.12 928.24 2,905.40 85.00% 125.00 391.25 11.45% 1,053.24 3,296.65 96.45% 38.81 121.47 3.55%01.12.04 Curado con aditivo quimico en concreto m2 22.03 S/. 0.95 20.93 18.73 17.79 85.00% - 0.00% 18.73 17.79 85.00% 3.30 3.14 15.00%01.13.00 COLUMNAS01.13.01 Concreto premezclado columnas f'c=210 kg/cm2 TIPO I M3 11.12 S/. 274.51 3,052.55 - - 0.00% - 0.00% - - 0.00% 11.12 3,052.55 100.00%01.13.01 Concreto premezclado columnas f'c=210 kg/cm2 TIPO V M3 3.64 S/. 297.00 1,081.08 3.64 1,081.08 100.00% - 0.00% 3.64 1,081.08 100.00% - - 0.00%01.13.02 Encofrado de columnas m2 191.27 S/. 35.00 6,694.45 38.25 1,338.89 20.00% - 0.00% 38.25 1,338.89 20.00% 153.02 5,355.56 80.00%01.13.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 3,682.76 S/. 3.13 11,527.04 736.55 2,305.41 20.00% - 0.00% 736.55 2,305.41 20.00% 2,946.21 9,221.63 80.00%01.13.04 Curado con aditivo quimico en concreto m2 191.27 S/. 0.95 181.71 38.25 36.34 20.00% - 0.00% 38.25 36.34 20.00% 153.02 145.37 80.00%01.14.00 PLACAS 01.14.01 Concreto premezclado placas f'c=210 kg/cm2 TIPO I M3 110.42 S/. 274.51 30,311.39 - - 0.00% - 0.00% - - 0.00% 110.42 30,311.39 100.00%01.14.01 Concreto premezclado placas f'c=210 kg/cm2 TIPO V M3 42.77 S/. 297.00 12,702.69 42.77 12,702.69 100.00% - 0.00% 42.77 12,702.69 100.00% - - 0.00%01.14.02 Encofrado de placas m2 1,479.14 S/. 35.00 51,769.90 295.83 10,353.98 20.00% - 0.00% 295.83 10,353.98 20.00% 1,183.31 41,415.92 80.00%01.14.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 15,255.86 S/. 3.13 47,750.84 3,051.17 9,550.17 20.00% - 0.00% 3,051.17 9,550.17 20.00% 12,204.69 38,200.67 80.00%01.14.04 Curado con aditivo quimico en concreto m2 1,479.14 S/. 0.95 1,405.18 295.83 281.04 20.00% - 0.00% 295.83 281.04 20.00% 1,183.31 1,124.15 80.00%01.15.00 MUROS DE CONTENCION01.15.01 Concreto premezclado muro de cont. f'c=210 kg/cm2 TIPO V M3 33.36 S/. 297.00 9,907.92 25.02 7,430.94 75.00% - 0.00% 25.02 7,430.94 75.00% 8.34 2,476.98 25.00%01.15.02 Encofrado muros dos caras m2 560.90 S/. 40.00 22,436.00 354.70 14,188.00 63.24% 65.00 2,600.00 11.59% 419.70 16,788.00 74.83% 141.20 5,648.00 25.17%01.15.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 1,870.76 S/. 3.13 5,855.48 1,403.07 4,391.61 75.00% - 0.00% 1,403.07 4,391.61 75.00% 467.69 1,463.87 25.00%01.15.04 Curado con aditivo quimico en concreto m2 560.90 S/. 0.95 532.86 318.70 302.77 56.82% - 0.00% 318.70 302.77 56.82% 242.20 230.09 43.18%01.16.00 ESCALERAS01.16.01 Concreto premezclado escalera f'c=210 kg/cm2 tipo I M3 8.89 S/. 274.51 2,440.39 - - 0.00% - 0.00% - - 0.00% 8.89 2,440.39 100.00%01.16.01 Concreto premezclado escalera f'c=210 kg/cm2 tipo V M3 1.71 S/. 297.00 507.87 - - 0.00% - 0.00% - - 0.00% 1.71 507.87 100.00%01.16.02 Encofrado de escaleras m2 68.59 S/. 48.74 3,343.08 - - 0.00% - 0.00% - - 0.00% 68.59 3,343.08 100.00%01.16.03 Acero de refuerzo fy=4,200 kg/cm2 kg 820.73 S/. 3.13 2,568.88 - - 0.00% - 0.00% - - 0.00% 820.73 2,568.88 100.00%01.16.04 Curado con aditivo quimico en concreto m2 68.59 S/. 0.95 65.16 - - 0.00% - 0.00% - - 0.00% 68.59 65.16 100.00%01.17.00 VIGAS01.17.01 Concreto premezclado en vigas y cortes f'c=210 kg/cm2 M3 72.93 S/. 273.77 19,965.80 - - 0.00% 9.41 2,575.59 12.90% 9.41 2,575.59 12.90% 63.52 17,390.21 87.10%01.17.02 Encofrado de vigas y cortes M2 559.48 S/. 42.80 23,945.74 16.78 718.37 3.00% 55.39 2,370.63 9.90% 72.17 3,089.00 12.90% 487.31 20,856.74 87.10%01.17.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 10,533.94 S/. 3.13 32,971.23 - - 0.00% 1,358.88 4,253.29 12.90% 1,358.88 4,253.29 12.90% 9,175.06 28,717.94 87.10%01.17.04 Curado con aditivo quimico en concreto M2 559.48 S/. 0.95 531.51 - - 0.00% 72.17 68.56 12.90% 72.17 68.56 12.90% 487.31 462.94 87.10%01.18.00 LOSA MACIZA01.18.01 Concreto premezclado losas macizas f'c=210 kg/cm2 M3 31.45 S/. 272.77 8,579.71 - - 0.00% 4.06 1,106.78 12.90% 4.06 1,106.78 12.90% 27.40 7,472.93 87.10%01.18.02 Encofrado losas macizas M2 157.27 S/. 33.50 5,268.55 - - 0.00% 20.29 679.64 12.90% 20.29 679.64 12.90% 136.98 4,588.90 87.10%01.18.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 1,499.17 S/. 3.13 4,692.40 - - 0.00% 193.39 605.32 12.90% 193.39 605.32 12.90% 1,305.78 4,087.08 87.10%01.18.04 Curado con aditivo quimico en concreto m2 157.27 S/. 0.95 149.41 - - 0.00% 20.29 19.27 12.90% 20.29 19.27 12.90% 136.98 130.13 87.10%01.19.00 LOSAS ALIGERADAS01.19.01 Concreto premezclado losas aligeradas f'c=210 kg/cm2 M3 69.53 S/. 272.77 18,965.25 - - 0.00% 8.97 2,446.52 12.90% 8.97 2,446.52 12.90% 60.56 16,518.74 87.10%01.19.02 Encofrado losa aligerada M2 794.61 S/. 33.50 26,619.44 - - 0.00% 118.40 3,966.30 14.90% 118.40 3,966.30 14.90% 676.21 22,653.14 85.10%01.19.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 4,419.80 S/. 3.13 13,833.97 - - 0.00% 570.15 1,784.58 12.90% 570.15 1,784.58 12.90% 3,849.65 12,049.39 87.10%01.19.04 Ladrillo para techo de h=0.15 m Und 7,228.53 S/. 2.95 21,324.16 - - 0.00% 932.48 2,750.82 12.90% 932.48 2,750.82 12.90% 6,296.05 18,573.35 87.10%01.19.05 Curado con aditivo quimico en concreto m2 794.61 S/. 0.95 754.88 - - 0.00% 102.50 97.38 12.90% 102.50 97.38 12.90% 692.11 657.50 87.10%01.20.00 CISTERNA01.20.01 Concreto premezclado cisterna f'c=210 kg/cm2 M3 6.73 S/. 297.00 1,998.81 6.73 1,998.81 100.00% - 0.00% 6.73 1,998.81 100.00% - - 0.00%01.20.02 Encofrado de cisternas M2 46.04 S/. 42.50 1,956.70 46.04 1,956.70 100.00% - 0.00% 46.04 1,956.70 100.00% - - 0.00%01.20.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 635.36 S/. 3.13 1,988.68 635.36 1,988.68 100.00% - 0.00% 635.36 1,988.68 100.00% - - 0.00%01.20.04 Curado con aditivo quimico en concreto M2 46.04 S/. 0.95 43.74 46.04 43.74 100.00% - 0.00% 46.04 43.74 100.00% - - 0.00%01.20.00 TANQUE ELEVADO01.20.01 Concreto premezclado cisterna f'c=210 kg/cm2 M3 5.30 S/. 297.00 1,574.10 - - 0.00% - 0.00% - - 0.00% 5.30 1,574.10 100.00%01.20.02 Encofrado de cisternas M2 49.56 S/. 42.50 2,106.30 - - 0.00% - 0.00% - - 0.00% 49.56 2,106.30 100.00%01.20.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 784.62 S/. 3.13 2,455.86 - - 0.00% - 0.00% - - 0.00% 784.62 2,455.86 100.00%01.20.04 Curado con aditivo quimico en concreto M2 49.56 S/. 0.95 47.08 - - 0.00% - 0.00% - - 0.00% 49.56 47.08 100.00%01.21.00 PAVIMENTOS ( SOTANO )01.21.01 Concreto premezclado losa de piso h=15 cm f'c=210 kg/cm2 m3 46.95 S/. 271.58 12,750.68 - - 0.00% - 0.00% - - 0.00% 46.95 12,750.68 100.00%01.21.02 Acero de refuerzo fy=4,200 kg/cm2 kg 990.92 S/. 3.13 3,101.58 - - 0.00% - 0.00% - - 0.00% 990.92 3,101.58 100.00%01.21.03 Encofrado de borde en losa h=0.15 m. m 106.47 S/. 18.00 1,916.46 - - 0.00% - 0.00% - - 0.00% 106.47 1,916.46 100.00%01.21.04 Curado con aditivo quimico en concreto m2 313.00 S/. 0.95 297.35 - - 0.00% - 0.00% - - 0.00% 313.00 297.35 100.00%01.21.05 Acabado frotachado con maquina m2 313.00 S/. 7.80 2,441.40 - - 0.00% - 0.00% - - 0.00% 313.00 2,441.40 100.00%01.21.06 Jc con sikaflex m 106.47 S/. 12.25 1,304.26 - - 0.00% - 0.00% - - 0.00% 106.47 1,304.26 100.00%01.21.07 Jd con tecknopor de 1/2" y sello asfaltico m 153.12 S/. 7.80 1,194.34 - - 0.00% - 0.00% - - 0.00% 153.12 1,194.34 100.00%

COSTO DIRECTO 533,996.81 150,416.00 28.17% 30,302.63 5.67% 180,718.63 33.84% 353,278.16 66.16%

IGV 18% 18.00% 96,119.43 27,074.88 5,454.47 32,529.35 63,590.07

TOTAL 630,116.24 177,490.88 35,757.10 213,247.98 416,868.23


TOTAL A PAGAR 603,416.40 169,970.08 34,241.97 204,212.05 399,204.32

2,247.43 2.28

S/. 5,124.13 S/. 25,178.50


ADICIONAL





01.00.00 ESTRUCTURA01.01.00 OBRAS PRELIMINARES01.01.02 Movilizacion y desmovilizacion de equipos mes 1.00 S/. 6,250.00 6,250.00 0.50 3,125.00 50.00% 0.25 1,562.50 25.00% 0.75 4,687.50 75.00% 0.25 1,562.50 25.00%01.02.00 OBRAS PROVISIONALES01.02.07 Implementos de seguridad (juegos de uniformes en 2 oprtunidades) glb 1.00 S/. 9,800.00 9,800.00 0.50 4,900.00 50.00% 0.25 2,450.00 25.00% 0.75 7,350.00 75.00% 0.25 2,450.00 25.00%01.02.09 Limpieza permanente en obra mes 4.00 S/. 1,920.00 7,680.00 2.00 3,840.00 50.00% 0.40 768.00 10.00% 2.40 4,608.00 60.00% 1.60 3,072.00 40.00%01.05.00 MOVIMIENTO DE TIERRAS01.05.02 Excavacion manual de zanjas para cimientos y otros m3 72.06 S/. 32.00 2,305.92 72.06 2,305.92 100.00% - 0.00% 72.06 2,305.92 100.00% - - 0.00%01.05.03 Desquinchado manual p/muro de contencion m3 21.75 S/. 32.50 706.88 21.75 706.88 100.00% - 0.00% 21.75 706.88 100.00% - - 0.00%01.05.04 Relleno compactado con material propio incluye acarreo distancia promedio = 30 m. m3 411.75 S/. 34.80 14,328.90 164.70 5,731.56 40.00% - 0.00% 164.70 5,731.56 40.00% 247.05 8,597.34 60.00%01.05.05 Relleno con material de prestamo e=0.15 m m2 300.83 S/. 18.25 5,490.15 - - 0.00% - 0.00% - - 0.00% 300.83 5,490.15 100.00%01.06.00 CONCRETO SIMPLE01.06.01 CIMIENTOS

01.06.01.01 Concreto ciclopeo para cimentaciones mezcla 1:10 + 30% p.g. m3 41.36 S/. 196.46 8,125.59 32.21 6,327.98 77.88% 9.15 1,797.38 22.12% 41.36 8,125.36 100.00% 0.00 0.23 0.00%01.07.00 SOLADOS 01.07.01 Pañeteo de muros con mortero 1:5 (a:c) en muros y calzaduras m2 108.00 S/. 3.25 351.00 108.00 351.00 100.00% - 0.00% 108.00 351.00 100.00% - - 0.00%01.07.02 Solado mezcla 1:12 cemento-hormigon e=0.05 m. M2 153.71 S/. 14.98 2,302.58 153.71 2,302.58 100.00% - 0.00% 153.71 2,302.58 100.00% - - 0.00%01.08.00 SOBRECIMIENTOS01.08.01 Concreto premezclado SOBEC f'c=210 kg/cm2 (Cemento Tipo V) m3 2.72 S/. 297.00 807.84 - - 0.00% - 0.00% - - 0.00% 2.72 807.84 100.00%

Acero de refuerzo fy=4,200 kg/cm2 90.51 S/. 3.13 283.30 - - 0.00% - 0.00% - - 0.00% 90.51 283.30 100.00%01.08.02 Encofrado de sobrecimiento h=0.30 m M2 38.23 S/. 30.00 1,146.90 - - 0.00% - 0.00% - - 0.00% 38.23 1,146.90 100.00%01.09.00 CONCRETO ARMADO01.10.00 ZAPATAS01.10.01 Concreto premezclado zapatas f'c=210 kg/cm2 (Cemento Tipo V) M3 52.04 S/. 297.00 15,455.88 52.04 15,455.88 100.00% - 0.00% 52.04 15,455.88 100.00% - - 0.00%01.10.02 Encofrado de zapatas m2 50.28 S/. 28.00 1,407.84 50.28 1,407.84 100.00% - 0.00% 50.28 1,407.84 100.00% - - 0.00%01.10.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 3,189.75 S/. 3.13 9,983.92 3,189.75 9,983.92 100.00% - 0.00% 3,189.75 9,983.92 100.00% - - 0.00%01.10.04 Curado con aditivo quimico en concreto m2 150.90 S/. 0.95 143.36 150.90 143.36 100.00% - 0.00% 150.90 143.36 100.00% - - 0.00%01.11.00 CIMIENTOS DE MUROS01.11.01 Concreto premezclado cimientos de muros f'c=210 kg/cm2 TIPO V M3 28.64 S/. 297.00 8,506.08 28.64 8,506.08 100.00% - 0.00% 28.64 8,506.08 100.00% - - 0.00%01.11.02 Encofrado de cimientos de los muros m2 56.00 S/. 28.00 1,568.00 56.00 1,568.00 100.00% - 0.00% 56.00 1,568.00 100.00% - - 0.00%01.11.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 648.03 S/. 3.13 2,028.33 648.03 2,028.33 100.00% - 0.00% 648.03 2,028.33 100.00% - - 0.00%01.11.04 Curado con aditivo quimico en concreto m2 94.98 S/. 0.95 90.23 94.98 90.23 100.00% - 0.00% 94.98 90.23 100.00% - - 0.00%01.12.00 VIGA DE CIMENTACION01.12.01 Concreto premezclado vigas de ciment. f'c=210 kg/cm2 TIPO V M3 3.43 S/. 297.00 1,018.71 3.43 1,018.71 100.00% - 0.00% 3.43 1,018.71 100.00% - - 0.00%01.12.02 Encofrado de vigas de cimentacion m2 22.03 S/. 28.00 616.84 22.03 616.84 100.00% - 0.00% 22.03 616.84 100.00% - - 0.00%01.12.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 1,092.05 S/. 3.13 3,418.12 1,092.05 3,418.12 100.00% - 0.00% 1,092.05 3,418.12 100.00% - - 0.00%01.12.04 Curado con aditivo quimico en concreto m2 22.03 S/. 0.95 20.93 22.03 20.93 100.00% - 0.00% 22.03 20.93 100.00% - - 0.00%01.13.00 COLUMNAS01.13.01 Concreto premezclado columnas f'c=210 kg/cm2 TIPO I M3 11.12 S/. 274.51 3,052.55 5.45 1,495.75 49.00% - 0.00% 5.45 1,495.75 49.00% 5.67 1,556.80 51.00%01.13.01 Concreto premezclado columnas f'c=210 kg/cm2 TIPO V M3 3.36 S/. 297.00 997.92 3.36 997.92 100.00% - 0.00% 3.36 997.92 100.00% - - 0.00%01.13.02 Encofrado de columnas m2 179.84 S/. 35.00 6,294.40 110.60 3,871.06 61.50% 32.59 1,140.55 18.12% 143.19 5,011.60 79.62% 36.65 1,282.80 20.38%01.13.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 3,570.16 S/. 3.13 11,174.60 2,838.28 8,883.81 79.50% 325.60 1,019.12 9.12% 3,163.88 9,902.93 88.62% 406.28 1,271.67 11.38%01.13.04 Curado con aditivo quimico en concreto m2 179.84 S/. 0.95 170.85 110.60 105.07 61.50% 32.59 30.96 18.12% 143.19 136.03 79.62% 36.65 34.82 20.38%01.14.00 PLACAS 01.14.01 Concreto premezclado placas f'c=210 kg/cm2 TIPO I M3 110.42 S/. 274.51 30,311.39 58.85 16,155.97 53.30% 20.01 5,492.42 18.12% 78.86 21,648.40 71.42% 31.56 8,663.00 28.58%01.14.01 Concreto premezclado placas f'c=210 kg/cm2 TIPO V M3 38.71 S/. 297.00 11,496.87 18.50 5,495.50 47.80% - 0.00% 18.50 5,495.50 47.80% 20.21 6,001.37 52.20%01.14.02 Encofrado de placas m2 1,454.61 S/. 35.00 50,911.35 862.58 30,190.43 59.30% 234.48 8,206.91 16.12% 1,097.07 38,397.34 75.42% 357.54 12,514.01 24.58%01.14.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 15,109.86 S/. 3.13 47,293.86 11,679.92 36,558.16 77.30% 924.72 2,894.38 6.12% 12,604.65 39,452.54 83.42% 2,505.21 7,841.32 16.58%01.14.04 Curado con aditivo quimico en concreto m2 1,454.61 S/. 0.95 1,381.88 862.58 819.45 59.30% 234.48 222.76 16.12% 1,097.07 1,042.21 75.42% 357.54 339.67 24.58%01.15.00 MUROS DE CONTENCION01.15.01 Concreto premezclado muro de cont. f'c=210 kg/cm2 TIPO V M3 30.89 S/. 297.00 9,174.33 30.89 9,174.33 100.00% - 0.00% 30.89 9,174.33 100.00% - - 0.00%01.15.02 Encofrado muros dos caras m2 516.41 S/. 40.00 20,656.40 438.95 17,557.94 85.00% 12.00 480.00 2.32% 450.95 18,037.94 87.32% 65.46 2,618.46 12.68%01.15.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 1,748.40 S/. 3.13 5,472.49 1,486.14 4,651.62 85.00% - 0.00% 1,486.14 4,651.62 85.00% 262.26 820.87 15.00%01.15.04 Curado con aditivo quimico en concreto m2 516.41 S/. 0.95 490.59 438.95 417.00 85.00% - 0.00% 438.95 417.00 85.00% 77.46 73.59 15.00%01.16.00 ESCALERAS01.16.01 Concreto premezclado escalera f'c=210 kg/cm2 tipo I M3 8.89 S/. 274.51 2,440.39 - - 0.00% - 0.00% - - 0.00% 8.89 2,440.39 100.00%01.16.01 Concreto premezclado escalera f'c=210 kg/cm2 tipo V M3 1.71 S/. 290.00 495.90 - - 0.00% - 0.00% - - 0.00% 1.71 495.90 100.00%01.16.02 Encofrado de escaleras m2 68.59 S/. 48.74 3,343.08 - - 0.00% - 0.00% - - 0.00% 68.59 3,343.08 100.00%01.16.03 Acero de refuerzo fy=4,200 kg/cm2 kg 820.73 S/. 3.13 2,568.88 - - 0.00% - 0.00% - - 0.00% 820.73 2,568.88 100.00%01.16.04 Curado con aditivo quimico en concreto m2 68.59 S/. 0.95 65.16 - - 0.00% - 0.00% - - 0.00% 68.59 65.16 100.00%01.17.00 VIGAS01.17.01 Concreto premezclado en vigas y cortes f'c=210 kg/cm2 M3 72.93 S/. 273.77 19,965.80 29.15 7,980.30 39.97% 11.76 3,218.49 16.12% 40.91 11,198.78 56.09% 32.02 8,767.02 43.91%01.17.02 Encofrado de vigas y cortes M2 559.48 S/. 42.80 23,945.74 267.11 11,432.24 47.74% 90.19 3,860.05 16.12% 357.30 15,292.29 63.86% 202.18 8,653.45 36.14%01.17.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 10,533.94 S/. 3.13 32,971.23 5,057.72 15,830.65 48.01% 1,698.07 5,314.96 16.12% 6,755.79 21,145.61 64.13% 3,778.15 11,825.62 35.87%01.17.04 Curado con aditivo quimico en concreto M2 559.48 S/. 0.95 531.51 222.35 211.23 39.74% 90.19 85.68 16.12% 312.54 296.91 55.86% 246.94 234.59 44.14%01.18.00 LOSA MACIZA01.18.01 Concreto premezclado losas macizas f'c=210 kg/cm2 M3 31.45 S/. 272.77 8,579.71 12.62 3,442.36 40.12% 5.07 1,383.05 16.12% 17.69 4,825.41 56.24% 13.76 3,754.30 43.76%01.18.02 Encofrado losas macizas M2 157.27 S/. 33.50 5,268.55 62.00 2,077.00 39.42% 25.35 849.29 16.12% 87.35 2,926.29 55.54% 69.92 2,342.26 44.46%01.18.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 1,499.17 S/. 3.13 4,692.40 597.00 1,868.61 39.82% 241.67 756.42 16.12% 838.67 2,625.03 55.94% 660.50 2,067.38 44.06%01.18.04 Curado con aditivo quimico en concreto m2 157.27 S/. 0.95 149.41 62.00 58.90 39.42% 25.35 24.08 16.12% 87.35 82.98 55.54% 69.92 66.42 44.45%01.19.00 LOSAS ALIGERADAS01.19.01 Concreto premezclado losas aligeradas f'c=210 kg/cm2 M3 69.53 S/. 272.77 18,965.25 21.00 5,727.51 30.20% 18.16 4,953.72 26.12% 39.16 10,681.23 56.32% 30.37 8,284.02 43.68%01.19.02 Encofrado losa aligerada M2 794.61 S/. 33.50 26,619.44 413.20 13,842.11 52.00% 88.36 2,960.08 11.12% 501.56 16,802.19 63.12% 293.05 9,817.25 36.88%01.19.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 4,419.80 S/. 3.13 13,833.97 2,298.30 7,193.67 52.00% 491.48 1,538.34 11.12% 2,789.78 8,732.00 63.12% 1,630.02 5,101.97 36.88%01.19.04 Ladrillo para techo de h=0.15 m Und 7,228.53 S/. 2.95 21,324.16 3,490.69 10,297.53 48.29% 803.81 2,371.25 11.12% 4,294.50 12,668.77 59.41% 2,934.03 8,655.39 40.59%01.19.05 Curado con aditivo quimico en concreto m2 794.61 S/. 0.95 754.88 317.84 301.95 40.00% 88.36 83.94 11.12% 406.20 385.89 51.12% 388.41 368.99 48.88%01.20.00 CISTERNA01.20.01 Concreto premezclado cisterna f'c=210 kg/cm2 tipo V M3 6.73 S/. 297.00 1,998.81 6.73 1,998.81 100.00% - 0.00% 6.73 1,998.81 100.00% - - 0.00%01.20.02 Encofrado de cisternas M2 46.04 S/. 42.50 1,956.70 46.04 1,956.70 100.00% - 0.00% 46.04 1,956.70 100.00% - - 0.00%01.20.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 635.36 S/. 3.13 1,988.68 635.36 1,988.68 100.00% - 0.00% 635.36 1,988.68 100.00% - - 0.00%01.20.04 Curado con aditivo quimico en concreto M2 46.04 S/. 0.95 43.74 46.04 43.74 100.00% - 0.00% 46.04 43.74 100.00% - - 0.00%01.20.00 TANQUE ELEVADO01.20.01 Concreto premezclado cisterna f'c=210 kg/cm2 M3 5.30 S/. 297.00 1,574.10 - - 0.00% - 0.00% - - 0.00% 5.30 1,574.10 100.00%01.20.02 Encofrado de cisternas M2 49.56 S/. 42.50 2,106.30 - - 0.00% - 0.00% - - 0.00% 49.56 2,106.30 100.00%01.20.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 784.62 S/. 3.13 2,455.86 - - 0.00% - 0.00% - - 0.00% 784.62 2,455.86 100.00%01.20.04 Curado con aditivo quimico en concreto M2 49.56 S/. 0.95 47.08 - - 0.00% - 0.00% - - 0.00% 49.56 47.08 100.00%01.21.00 PAVIMENTOS ( SOTANO )01.21.01 Concreto premezclado losa de piso h=15 cm f'c=210 kg/cm2 m3 43.70 S/. 271.58 11,868.05 - - 0.00% - 0.00% - - 0.00% 43.70 11,868.05 100.00%01.21.02 Acero de refuerzo fy=4,200 kg/cm2 kg 990.92 S/. 3.13 3,101.58 - - 0.00% - 0.00% - - 0.00% 990.92 3,101.58 100.00%01.21.03 Encofrado de borde en losa h=0.15 m. m 106.47 S/. 18.00 1,916.46 - - 0.00% - 0.00% - - 0.00% 106.47 1,916.46 100.00%01.21.04 Curado con aditivo quimico en concreto m2 291.37 S/. 0.95 276.80 - - 0.00% - 0.00% - - 0.00% 291.37 276.80 100.00%01.21.05 Acabado frotachado con maquina m2 291.37 S/. 7.80 2,272.69 - - 0.00% - 0.00% - - 0.00% 291.37 2,272.69 100.00%01.21.06 Jc con sikaflex m 106.47 S/. 12.25 1,304.26 - - 0.00% - 0.00% - - 0.00% 106.47 1,304.26 100.00%01.21.07 Jd con tecknopor de 1/2" y sello asfaltico m 153.12 S/. 7.80 1,194.34 - - 0.00% - 0.00% - - 0.00% 153.12 1,194.34 100.00%01.21.08 Aplicación de pintura bituminosa en superficies en contacto con terreno (solo mano de om2 940.51 S/. 2.40 2,257.22 - - 0.00% - 0.00% - - 0.00% 940.51 2,257.22 100.00%

COSTO DIRECTO 525,594.91 296,475.16 56.41% 53,464.33 10.17% 349,939.46 66.58% 175,655.43 33.42%

IGV 18% 18.00% 94,607.08 53,365.53 9,623.58 62,989.10 31,617.98

TOTAL 620,201.99 349,840.69 63,087.91 412,928.56 207,273.41


TOTAL A PAGAR 593,922.24 335,016.93 60,414.69 395,431.59 198,490.64

3,681.54 2.28

8393.91374448 S/. 45,070.42


ADICIONAL





01.00.00 ESTRUCTURA01.01.00 OBRAS PRELIMINARES01.01.02 Movilizacion y desmovilizacion de equipos mes 1.00 S/. 6,250.00 6,250.00 0.75 4,687.50 75.00% - 0.00% 0.75 4,687.50 75.00% 0.25 1,562.50 25.00%01.02.00 OBRAS PROVISIONALES01.02.07 Implementos de seguridad (juegos de uniformes en 2 oprtunidades) glb 1.00 S/. 9,800.00 9,800.00 0.75 7,350.00 75.00% - 0.00% 0.75 7,350.00 75.00% 0.25 2,450.00 25.00%01.05.00 MOVIMIENTO DE TIERRAS01.05.02 Excavacion manual de zanjas para cimientos y otros m3 288.76 S/. 32.00 9,240.32 288.76 9,240.32 100.00% - 0.00% 288.76 9,240.32 100.00% - - 0.00%01.05.03 Desquinchado manual p/muro de contencion m3 18.00 S/. 32.50 585.00 18.00 585.00 100.00% - 0.00% 18.00 585.00 100.00% - - 0.00%01.05.04 Relleno compactado con material propio m3 561.45 S/. 34.80 19,538.46 209.16 7,278.59 37.25% 33.69 1,172.31 6.00% 242.84 8,450.90 43.25% 318.61 11,087.56 56.75%01.05.05 Relleno con material de prestamo e=0.25 m m2 313.20 S/. 18.25 5,715.90 - - 0.00% - 0.00% - - 0.00% 313.20 5,715.90 100.00%01.06.00 CONCRETO SIMPLE01.06.01 CIMIENTOS

01.06.01.01 Concreto ciclopeo para cimentaciones mezcla 1:10 + 30% p.g. m3 34.63 S/. 196.46 6,803.41 34.63 6,803.41 100.00% - 0.00% 34.63 6,803.41 100.00% - - 0.00%01.07.00 SOLADOS 01.07.01 Pañeteo de muros con mortero 1:5 (a:c) en muros y calzaduras m2 108.00 S/. 3.25 351.00 108.00 351.00 100.00% - 0.00% 108.00 351.00 100.00% - - 0.00%01.07.02 Solado mezcla 1:12 cemento-hormigon e=0.05 m. M2 153.71 S/. 14.98 2,302.58 153.71 2,302.58 100.00% - 0.00% 153.71 2,302.58 100.00% - - 0.00%01.08.00 SOBRECIMIENTOS01.08.01 Concreto premezclado SOBEC f'c=210 kg/cm2 (Cemento Tipo V) m3 2.72 S/. 297.00 807.84 2.72 807.84 100.00% - 0.00% 2.72 807.84 100.00% - - 0.00%01.08.02 Acero de refuerzo fy=4,200 kg/cm2 90.51 S/. 3.13 283.30 90.51 283.30 100.00% - 0.00% 90.51 283.30 100.00% - - 0.00%01.08.03 Encofrado de sobrecimiento h=0.30 m M2 38.23 S/. 30.00 1,146.90 38.23 1,146.90 100.00% - 0.00% 38.23 1,146.90 100.00% - - 0.00%01.09.00 CONCRETO ARMADO01.10.00 ZAPATAS01.10.01 Concreto premezclado zapatas f'c=210 kg/cm2 (Cemento Tipo V) M3 52.04 S/. 297.00 15,455.88 52.04 15,455.88 100.00% - 0.00% 52.04 15,455.88 100.00% - - 0.00%01.10.02 Encofrado de zapatas m2 50.28 S/. 28.00 1,407.84 50.28 1,407.84 100.00% - 0.00% 50.28 1,407.84 100.00% - - 0.00%01.10.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 3,189.75 S/. 3.13 9,983.92 3,189.75 9,983.92 100.00% - 0.00% 3,189.75 9,983.92 100.00% - - 0.00%01.10.04 Curado con aditivo quimico en concreto m2 150.90 S/. 0.95 143.36 150.90 143.36 100.00% - 0.00% 150.90 143.36 100.00% - - 0.00%01.11.00 CIMIENTOS DE MUROS01.11.01 Concreto premezclado cimientos de muros f'c=210 kg/cm2 TIPO V M3 28.64 S/. 297.00 8,506.08 28.64 8,506.08 100.00% - 0.00% 28.64 8,506.08 100.00% - - 0.00%01.11.02 Encofrado de cimientos de los muros m2 56.00 S/. 28.00 1,568.00 56.00 1,568.00 100.00% - 0.00% 56.00 1,568.00 100.00% - - 0.00%01.11.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 648.03 S/. 3.13 2,028.33 648.03 2,028.33 100.00% - 0.00% 648.03 2,028.33 100.00% - - 0.00%01.11.04 Curado con aditivo quimico en concreto m2 94.98 S/. 0.95 90.23 94.98 90.23 100.00% - 0.00% 94.98 90.23 100.00% - - 0.00%01.12.00 VIGA DE CIMENTACION01.12.01 Concreto premezclado vigas de ciment. f'c=210 kg/cm2 TIPO V M3 3.43 S/. 297.00 1,018.71 2.92 865.90 85.00% - 0.00% 2.92 865.90 85.00% 0.51 152.81 15.00%01.12.02 Encofrado de vigas de cimentacion m2 22.03 S/. 28.00 616.84 18.73 524.31 85.00% - 0.00% 18.73 524.31 85.00% 3.30 92.53 15.00%01.12.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 1,092.05 S/. 3.13 3,418.12 1,053.24 3,296.65 96.45% - 0.00% 1,053.24 3,296.65 96.45% 38.81 121.47 3.55%01.12.04 Curado con aditivo quimico en concreto m2 22.03 S/. 0.95 20.93 18.73 17.79 85.00% - 0.00% 18.73 17.79 85.00% 3.30 3.14 15.00%01.13.00 COLUMNAS01.13.01 Concreto premezclado columnas f'c=210 kg/cm2 TIPO I M3 11.12 S/. 274.51 3,052.55 - - 0.00% 1.65 452.94 14.84% 1.65 452.94 14.84% 9.47 2,599.61 85.16%01.13.01 Concreto premezclado columnas f'c=210 kg/cm2 TIPO V M3 3.64 S/. 297.00 1,081.08 3.64 1,081.08 100.00% - 0.00% 3.64 1,081.08 100.00% - - 0.00%01.13.02 Encofrado de columnas m2 191.27 S/. 35.00 6,694.45 38.25 1,338.89 20.00% 17.21 602.50 9.00% 55.47 1,941.39 29.00% 135.80 4,753.06 71.00%01.13.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 3,682.76 S/. 3.13 11,527.04 736.55 2,305.41 20.00% 736.55 2,305.41 20.00% 1,473.10 4,610.82 40.00% 2,209.66 6,916.22 60.00%01.13.04 Curado con aditivo quimico en concreto m2 191.27 S/. 0.95 181.71 38.25 36.34 20.00% 17.21 16.35 9.00% 55.47 52.69 29.00% 135.80 129.01 71.00%01.14.00 PLACAS 01.14.01 Concreto premezclado placas f'c=210 kg/cm2 TIPO I M3 110.42 S/. 274.51 30,311.39 - - 0.00% 7.73 2,121.80 7.00% 7.73 2,121.80 7.00% 102.69 28,189.60 93.00%01.14.01 Concreto premezclado placas f'c=210 kg/cm2 TIPO V M3 42.77 S/. 297.00 12,702.69 42.77 12,702.69 100.00% - 0.00% 42.77 12,702.69 100.00% - - 0.00%01.14.02 Encofrado de placas m2 1,479.14 S/. 35.00 51,769.90 295.83 10,353.98 20.00% 96.88 3,390.93 6.55% 392.71 13,744.91 26.55% 1,086.43 38,024.99 73.45%01.14.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 15,255.86 S/. 3.13 47,750.84 3,051.17 9,550.17 20.00% 3,051.17 9,550.17 20.00% 6,102.34 19,100.34 40.00% 9,153.52 28,650.51 60.00%01.14.04 Curado con aditivo quimico en concreto m2 1,479.14 S/. 0.95 1,405.18 295.83 281.04 20.00% 96.88 92.04 6.55% 392.71 373.08 26.55% 1,086.43 1,032.11 73.45%01.15.00 MUROS DE CONTENCION01.15.01 Concreto premezclado muro de cont. f'c=210 kg/cm2 TIPO V M3 33.36 S/. 297.00 9,907.92 25.02 7,430.94 75.00% 5.25 1,559.25 15.74% 30.27 8,990.19 90.74% 3.09 917.73 9.26%01.15.02 Encofrado muros dos caras m2 560.90 S/. 40.00 22,436.00 419.70 16,788.00 74.83% 78.53 3,141.04 14.00% 498.23 19,929.04 88.83% 62.67 2,506.96 11.17%01.15.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 1,870.76 S/. 3.13 5,855.48 1,403.07 4,391.61 75.00% 261.91 819.77 14.00% 1,664.98 5,211.38 89.00% 205.78 644.10 11.00%01.15.04 Curado con aditivo quimico en concreto m2 560.90 S/. 0.95 532.86 318.70 302.77 56.82% 173.88 165.19 31.00% 492.58 467.95 87.82% 68.32 64.90 12.18%01.16.00 ESCALERAS01.16.01 Concreto premezclado escalera f'c=210 kg/cm2 tipo I M3 8.89 S/. 274.51 2,440.39 - - 0.00% - 0.00% - - 0.00% 8.89 2,440.39 100.00%01.16.01 Concreto premezclado escalera f'c=210 kg/cm2 tipo V M3 1.71 S/. 297.00 507.87 - - 0.00% - 0.00% - - 0.00% 1.71 507.87 100.00%01.16.02 Encofrado de escaleras m2 68.59 S/. 48.74 3,343.08 - - 0.00% - 0.00% - - 0.00% 68.59 3,343.08 100.00%01.16.03 Acero de refuerzo fy=4,200 kg/cm2 kg 820.73 S/. 3.13 2,568.88 - - 0.00% - 0.00% - - 0.00% 820.73 2,568.88 100.00%01.16.04 Curado con aditivo quimico en concreto m2 68.59 S/. 0.95 65.16 - - 0.00% - 0.00% - - 0.00% 68.59 65.16 100.00%01.17.00 VIGAS01.17.01 Concreto premezclado en vigas y cortes f'c=210 kg/cm2 M3 72.93 S/. 273.77 19,965.80 9.41 2,575.59 12.90% 8.20 2,246.15 11.25% 17.61 4,821.74 24.15% 55.32 15,144.06 75.85%01.17.02 Encofrado de vigas y cortes M2 559.48 S/. 42.80 23,945.74 72.17 3,089.00 12.90% 62.94 2,693.90 11.25% 135.11 5,782.90 24.15% 424.37 18,162.85 75.85%01.17.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 10,533.94 S/. 3.13 32,971.23 1,358.88 4,253.29 12.90% 2,027.78 6,346.96 19.25% 3,386.66 10,600.25 32.15% 7,147.28 22,370.98 67.85%01.17.04 Curado con aditivo quimico en concreto M2 559.48 S/. 0.95 531.51 72.17 68.56 12.90% 62.94 59.79 11.25% 135.11 128.36 24.15% 424.37 403.15 75.85%01.18.00 LOSA MACIZA01.18.01 Concreto premezclado losas macizas f'c=210 kg/cm2 M3 31.45 S/. 272.77 8,579.71 4.06 1,106.78 12.90% 3.54 965.22 11.25% 7.60 2,072.00 24.15% 23.86 6,507.71 75.85%01.18.02 Encofrado losas macizas M2 157.27 S/. 33.50 5,268.55 20.29 679.64 12.90% 17.69 592.71 11.25% 37.98 1,272.35 24.15% 119.29 3,996.19 75.85%01.18.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 1,499.17 S/. 3.13 4,692.40 193.39 605.32 12.90% 359.80 1,126.18 24.00% 553.19 1,731.50 36.90% 945.98 2,960.91 63.10%01.18.04 Curado con aditivo quimico en concreto m2 157.27 S/. 0.95 149.41 20.29 19.27 12.90% 17.69 16.81 11.25% 37.98 36.08 24.15% 119.29 113.32 75.84%01.19.00 LOSAS ALIGERADAS01.19.01 Concreto premezclado losas aligeradas f'c=210 kg/cm2 M3 69.53 S/. 272.77 18,965.25 8.97 2,446.52 12.90% 4.35 1,185.33 6.25% 13.31 3,631.85 19.15% 56.21 15,333.41 80.85%01.19.02 Encofrado losa aligerada M2 794.61 S/. 33.50 26,619.44 118.40 3,966.30 14.90% 49.66 1,663.71 6.25% 168.06 5,630.01 21.15% 626.55 20,989.42 78.85%01.19.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 4,419.80 S/. 3.13 13,833.97 570.15 1,784.58 12.90% 276.24 864.62 6.25% 846.39 2,649.21 19.15% 3,573.41 11,184.77 80.85%01.19.04 Ladrillo para techo de h=0.15 m Und 7,228.53 S/. 2.95 21,324.16 932.48 2,750.82 12.90% 451.78 1,332.76 6.25% 1,384.26 4,083.58 19.15% 5,844.27 17,240.59 80.85%01.19.05 Curado con aditivo quimico en concreto m2 794.61 S/. 0.95 754.88 102.50 97.38 12.90% 49.66 47.18 6.25% 152.17 144.56 19.15% 642.44 610.32 80.85%01.20.00 CISTERNA01.20.01 Concreto premezclado cisterna f'c=210 kg/cm2 M3 6.73 S/. 297.00 1,998.81 6.73 1,998.81 100.00% - 0.00% 6.73 1,998.81 100.00% - - 0.00%01.20.02 Encofrado de cisternas M2 46.04 S/. 42.50 1,956.70 46.04 1,956.70 100.00% - 0.00% 46.04 1,956.70 100.00% - - 0.00%01.20.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 635.36 S/. 3.13 1,988.68 635.36 1,988.68 100.00% - 0.00% 635.36 1,988.68 100.00% - - 0.00%01.20.04 Curado con aditivo quimico en concreto M2 46.04 S/. 0.95 43.74 46.04 43.74 100.00% - 0.00% 46.04 43.74 100.00% - - 0.00%01.20.00 TANQUE ELEVADO01.20.01 Concreto premezclado cisterna f'c=210 kg/cm2 M3 5.30 S/. 297.00 1,574.10 - - 0.00% - 0.00% - - 0.00% 5.30 1,574.10 100.00%01.20.02 Encofrado de cisternas M2 49.56 S/. 42.50 2,106.30 - - 0.00% - 0.00% - - 0.00% 49.56 2,106.30 100.00%01.20.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 784.62 S/. 3.13 2,455.86 - - 0.00% - 0.00% - - 0.00% 784.62 2,455.86 100.00%01.20.04 Curado con aditivo quimico en concreto M2 49.56 S/. 0.95 47.08 - - 0.00% - 0.00% - - 0.00% 49.56 47.08 100.00%01.21.00 PAVIMENTOS ( SOTANO )01.21.01 Concreto premezclado losa de piso h=15 cm f'c=210 kg/cm2 m3 46.95 S/. 271.58 12,750.68 - - 0.00% - 0.00% - - 0.00% 46.95 12,750.68 100.00%01.21.02 Acero de refuerzo fy=4,200 kg/cm2 kg 990.92 S/. 3.13 3,101.58 - - 0.00% - 0.00% - - 0.00% 990.92 3,101.58 100.00%01.21.03 Encofrado de borde en losa h=0.15 m. m 106.47 S/. 18.00 1,916.46 - - 0.00% - 0.00% - - 0.00% 106.47 1,916.46 100.00%01.21.04 Curado con aditivo quimico en concreto m2 313.00 S/. 0.95 297.35 - - 0.00% - 0.00% - - 0.00% 313.00 297.35 100.00%01.21.05 Acabado frotachado con maquina m2 313.00 S/. 7.80 2,441.40 - - 0.00% - 0.00% - - 0.00% 313.00 2,441.40 100.00%01.21.06 Jc con sikaflex m 106.47 S/. 12.25 1,304.26 - - 0.00% - 0.00% - - 0.00% 106.47 1,304.26 100.00%01.21.07 Jd con tecknopor de 1/2" y sello asfaltico m 153.12 S/. 7.80 1,194.34 - - 0.00% - 0.00% - - 0.00% 153.12 1,194.34 100.00%

COSTO DIRECTO 533,996.81 180,718.63 33.84% 44,531.02 8.34% 225,249.66 42.18% 308,747.16 57.82%

IGV 18% 18.00% 96,119.43 32,529.35 8,015.58 40,544.94 55,574.49

TOTAL 630,116.24 213,247.98 52,546.60 265,794.60 364,321.65


TOTAL A PAGAR 603,416.40 204,212.05 50,320.05 254,532.12 348,884.29

6,713.45 2.28

S/. 15,306.67 S/. 29,224.35


ADICIONAL





01.00.00 ESTRUCTURA01.01.00 OBRAS PRELIMINARES01.01.02 Movilizacion y desmovilizacion de equipos mes 1.00 S/. 6,250.00 6,250.00 0.75 4,687.50 75.00% - 0.00% 0.75 4,687.50 75.00% 0.25 1,562.50 25.00%01.02.00 OBRAS PROVISIONALES01.02.07 Implementos de seguridad (juegos de uniformes en 2 oprtunidades) glb 1.00 S/. 9,800.00 9,800.00 0.75 7,350.00 75.00% - 0.00% 0.75 7,350.00 75.00% 0.25 2,450.00 25.00%01.02.09 Limpieza permanente en obra mes 4.00 S/. 1,920.00 7,680.00 2.40 4,608.00 60.00% - 0.00% 2.40 4,608.00 60.00% 1.60 3,072.00 40.00%01.05.00 MOVIMIENTO DE TIERRAS01.05.02 Excavacion manual de zanjas para cimientos y otros m3 72.06 S/. 32.00 2,305.92 72.06 2,305.92 100.00% - 0.00% 72.06 2,305.92 100.00% - - 0.00%01.05.03 Desquinchado manual p/muro de contencion m3 21.75 S/. 32.50 706.88 21.75 706.88 100.00% - 0.00% 21.75 706.88 100.00% - - 0.00%01.05.04 Relleno compactado con material propio incluye acarreo distancia promedio = 30 m. m3 411.75 S/. 34.80 14,328.90 164.70 5,731.56 40.00% 20.59 716.45 5.00% 185.29 6,448.01 45.00% 226.46 7,880.90 55.00%01.05.05 Relleno con material de prestamo e=0.15 m m2 300.83 S/. 18.25 5,490.15 - - 0.00% - 0.00% - - 0.00% 300.83 5,490.15 100.00%01.06.00 CONCRETO SIMPLE01.06.01 CIMIENTOS

01.06.01.01 Concreto ciclopeo para cimentaciones mezcla 1:10 + 30% p.g. m3 41.36 S/. 196.46 8,125.59 41.36 8,125.36 100.00% - 0.00% 41.36 8,125.36 100.00% 0.00 0.23 0.00%01.07.00 SOLADOS 01.07.01 Pañeteo de muros con mortero 1:5 (a:c) en muros y calzaduras m2 108.00 S/. 3.25 351.00 108.00 351.00 100.00% - 0.00% 108.00 351.00 100.00% - - 0.00%01.07.02 Solado mezcla 1:12 cemento-hormigon e=0.05 m. M2 153.71 S/. 14.98 2,302.58 153.71 2,302.58 100.00% - 0.00% 153.71 2,302.58 100.00% - - 0.00%01.08.00 SOBRECIMIENTOS01.08.01 Concreto premezclado SOBEC f'c=210 kg/cm2 (Cemento Tipo V) m3 2.72 S/. 297.00 807.84 - - 0.00% - 0.00% - - 0.00% 2.72 807.84 100.00%

Acero de refuerzo fy=4,200 kg/cm2 90.51 S/. 3.13 283.30 - - 0.00% - 0.00% - - 0.00% 90.51 283.30 100.00%01.08.02 Encofrado de sobrecimiento h=0.30 m M2 38.23 S/. 30.00 1,146.90 - - 0.00% - 0.00% - - 0.00% 38.23 1,146.90 100.00%01.09.00 CONCRETO ARMADO01.10.00 ZAPATAS01.10.01 Concreto premezclado zapatas f'c=210 kg/cm2 (Cemento Tipo V) M3 52.04 S/. 297.00 15,455.88 52.04 15,455.88 100.00% - 0.00% 52.04 15,455.88 100.00% - - 0.00%01.10.02 Encofrado de zapatas m2 50.28 S/. 28.00 1,407.84 50.28 1,407.84 100.00% - 0.00% 50.28 1,407.84 100.00% - - 0.00%01.10.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 3,189.75 S/. 3.13 9,983.92 3,189.75 9,983.92 100.00% - 0.00% 3,189.75 9,983.92 100.00% - - 0.00%01.10.04 Curado con aditivo quimico en concreto m2 150.90 S/. 0.95 143.36 150.90 143.36 100.00% - 0.00% 150.90 143.36 100.00% - - 0.00%01.11.00 CIMIENTOS DE MUROS01.11.01 Concreto premezclado cimientos de muros f'c=210 kg/cm2 TIPO V M3 28.64 S/. 297.00 8,506.08 28.64 8,506.08 100.00% - 0.00% 28.64 8,506.08 100.00% - - 0.00%01.11.02 Encofrado de cimientos de los muros m2 56.00 S/. 28.00 1,568.00 56.00 1,568.00 100.00% - 0.00% 56.00 1,568.00 100.00% - - 0.00%01.11.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 648.03 S/. 3.13 2,028.33 648.03 2,028.33 100.00% - 0.00% 648.03 2,028.33 100.00% - - 0.00%01.11.04 Curado con aditivo quimico en concreto m2 94.98 S/. 0.95 90.23 94.98 90.23 100.00% - 0.00% 94.98 90.23 100.00% - - 0.00%01.12.00 VIGA DE CIMENTACION01.12.01 Concreto premezclado vigas de ciment. f'c=210 kg/cm2 TIPO V M3 3.43 S/. 297.00 1,018.71 3.43 1,018.71 100.00% - 0.00% 3.43 1,018.71 100.00% - - 0.00%01.12.02 Encofrado de vigas de cimentacion m2 22.03 S/. 28.00 616.84 22.03 616.84 100.00% - 0.00% 22.03 616.84 100.00% - - 0.00%01.12.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 1,092.05 S/. 3.13 3,418.12 1,092.05 3,418.12 100.00% - 0.00% 1,092.05 3,418.12 100.00% - - 0.00%01.12.04 Curado con aditivo quimico en concreto m2 22.03 S/. 0.95 20.93 22.03 20.93 100.00% - 0.00% 22.03 20.93 100.00% - - 0.00%01.13.00 COLUMNAS01.13.01 Concreto premezclado columnas f'c=210 kg/cm2 TIPO I M3 11.12 S/. 274.51 3,052.55 5.45 1,495.75 49.00% 3.45 946.29 31.00% 8.90 2,442.04 80.00% 2.22 610.51 20.00%01.13.01 Concreto premezclado columnas f'c=210 kg/cm2 TIPO V M3 3.36 S/. 297.00 997.92 3.36 997.92 100.00% - 0.00% 3.36 997.92 100.00% - - 0.00%01.13.02 Encofrado de columnas m2 179.84 S/. 35.00 6,294.40 143.19 5,011.60 79.62% - 0.00% 143.19 5,011.60 79.62% 36.65 1,282.80 20.38%01.13.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 3,570.16 S/. 3.13 11,174.60 3,163.88 9,902.93 88.62% - 0.00% 3,163.88 9,902.93 88.62% 406.28 1,271.67 11.38%01.13.04 Curado con aditivo quimico en concreto m2 179.84 S/. 0.95 170.85 143.19 136.03 79.62% - 0.00% 143.19 136.03 79.62% 36.65 34.82 20.38%01.14.00 PLACAS 01.14.01 Concreto premezclado placas f'c=210 kg/cm2 TIPO I M3 110.42 S/. 274.51 30,311.39 78.86 21,648.40 71.42% 12.15 3,334.25 11.00% 91.01 24,982.65 82.42% 19.41 5,328.74 17.58%01.14.01 Concreto premezclado placas f'c=210 kg/cm2 TIPO V M3 38.71 S/. 297.00 11,496.87 18.50 5,495.50 47.80% 9.68 2,874.22 25.00% 28.18 8,369.72 72.80% 10.53 3,127.15 27.20%01.14.02 Encofrado de placas m2 1,454.61 S/. 35.00 50,911.35 1,097.07 38,397.34 75.42% 105.46 3,691.07 7.25% 1,202.53 42,088.41 82.67% 252.08 8,822.94 17.33%01.14.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 15,109.86 S/. 3.13 47,293.86 12,604.65 39,452.54 83.42% 1,208.79 3,783.51 8.00% 13,813.43 43,236.05 91.42% 1,296.43 4,057.81 8.58%01.14.04 Curado con aditivo quimico en concreto m2 1,454.61 S/. 0.95 1,381.88 1,097.07 1,042.21 75.42% 105.46 100.19 7.25% 1,202.53 1,142.40 82.67% 252.08 239.48 17.33%01.15.00 MUROS DE CONTENCION01.15.01 Concreto premezclado muro de cont. f'c=210 kg/cm2 TIPO V M3 30.89 S/. 297.00 9,174.33 30.89 9,174.33 100.00% - 0.00% 30.89 9,174.33 100.00% - - 0.00%01.15.02 Encofrado muros dos caras m2 516.41 S/. 40.00 20,656.40 450.95 18,037.94 87.32% - 0.00% 450.95 18,037.94 87.32% 65.46 2,618.46 12.68%01.15.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 1,748.40 S/. 3.13 5,472.49 1,486.14 4,651.62 85.00% - 0.00% 1,486.14 4,651.62 85.00% 262.26 820.87 15.00%01.15.04 Curado con aditivo quimico en concreto m2 516.41 S/. 0.95 490.59 438.95 417.00 85.00% - 0.00% 438.95 417.00 85.00% 77.46 73.59 15.00%01.16.00 ESCALERAS01.16.01 Concreto premezclado escalera f'c=210 kg/cm2 tipo I M3 8.89 S/. 274.51 2,440.39 - - 0.00% - 0.00% - - 0.00% 8.89 2,440.39 100.00%01.16.01 Concreto premezclado escalera f'c=210 kg/cm2 tipo V M3 1.71 S/. 290.00 495.90 - - 0.00% - 0.00% - - 0.00% 1.71 495.90 100.00%01.16.02 Encofrado de escaleras m2 68.59 S/. 48.74 3,343.08 - - 0.00% - 0.00% - - 0.00% 68.59 3,343.08 100.00%01.16.03 Acero de refuerzo fy=4,200 kg/cm2 kg 820.73 S/. 3.13 2,568.88 - - 0.00% - 0.00% - - 0.00% 820.73 2,568.88 100.00%01.16.04 Curado con aditivo quimico en concreto m2 68.59 S/. 0.95 65.16 - - 0.00% - 0.00% - - 0.00% 68.59 65.16 100.00%01.17.00 VIGAS01.17.01 Concreto premezclado en vigas y cortes f'c=210 kg/cm2 M3 72.93 S/. 273.77 19,965.80 40.91 11,198.78 56.09% - 0.00% 40.91 11,198.78 56.09% 32.02 8,767.02 43.91%01.17.02 Encofrado de vigas y cortes M2 559.48 S/. 42.80 23,945.74 357.30 15,292.29 63.86% 67.14 2,873.49 12.00% 424.43 18,165.78 75.86% 135.05 5,779.96 24.14%01.17.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 10,533.94 S/. 3.13 32,971.23 6,755.79 21,145.61 64.13% 1,158.73 3,626.84 11.00% 7,914.52 24,772.45 75.13% 2,619.42 8,198.79 24.87%01.17.04 Curado con aditivo quimico en concreto M2 559.48 S/. 0.95 531.51 312.54 296.91 55.86% 67.14 63.78 12.00% 379.68 360.69 67.86% 179.80 170.81 32.14%01.18.00 LOSA MACIZA01.18.01 Concreto premezclado losas macizas f'c=210 kg/cm2 M3 31.45 S/. 272.77 8,579.71 17.69 4,825.41 56.24% 3.77 1,029.56 12.00% 21.46 5,854.97 68.24% 9.99 2,724.74 31.76%01.18.02 Encofrado losas macizas M2 157.27 S/. 33.50 5,268.55 87.35 2,926.29 55.54% 18.87 632.23 12.00% 106.22 3,558.51 67.54% 51.05 1,710.03 32.46%01.18.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 1,499.17 S/. 3.13 4,692.40 838.67 2,625.03 55.94% 179.90 563.09 12.00% 1,018.57 3,188.11 67.94% 480.60 1,504.29 32.06%01.18.04 Curado con aditivo quimico en concreto m2 157.27 S/. 0.95 149.41 87.35 82.98 55.54% 18.87 17.93 12.00% 106.22 100.91 67.54% 51.05 48.49 32.45%01.19.00 LOSAS ALIGERADAS01.19.01 Concreto premezclado losas aligeradas f'c=210 kg/cm2 M3 69.53 S/. 272.77 18,965.25 39.16 10,681.23 56.32% 9.73 2,655.14 14.00% 48.89 13,336.37 70.32% 20.64 5,628.89 29.68%01.19.02 Encofrado losa aligerada M2 794.61 S/. 33.50 26,619.44 501.56 16,802.19 63.12% 95.35 3,194.33 12.00% 596.91 19,996.52 75.12% 197.70 6,622.92 24.88%01.19.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 4,419.80 S/. 3.13 13,833.97 2,789.78 8,732.00 63.12% 707.17 2,213.44 16.00% 3,496.95 10,945.44 79.12% 922.85 2,888.53 20.88%01.19.04 Ladrillo para techo de h=0.15 m Und 7,228.53 S/. 2.95 21,324.16 4,294.50 12,668.77 59.41% 1,156.56 3,411.87 16.00% 5,451.06 16,080.64 75.41% 1,777.47 5,243.52 24.59%01.19.05 Curado con aditivo quimico en concreto m2 794.61 S/. 0.95 754.88 406.20 385.89 51.12% 143.03 135.88 18.00% 549.23 521.77 69.12% 245.38 233.11 30.88%01.20.00 CISTERNA01.20.01 Concreto premezclado cisterna f'c=210 kg/cm2 tipo V M3 6.73 S/. 297.00 1,998.81 6.73 1,998.81 100.00% - 0.00% 6.73 1,998.81 100.00% - - 0.00%01.20.02 Encofrado de cisternas M2 46.04 S/. 42.50 1,956.70 46.04 1,956.70 100.00% - 0.00% 46.04 1,956.70 100.00% - - 0.00%01.20.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 635.36 S/. 3.13 1,988.68 635.36 1,988.68 100.00% - 0.00% 635.36 1,988.68 100.00% - - 0.00%01.20.04 Curado con aditivo quimico en concreto M2 46.04 S/. 0.95 43.74 46.04 43.74 100.00% - 0.00% 46.04 43.74 100.00% - - 0.00%01.20.00 TANQUE ELEVADO01.20.01 Concreto premezclado cisterna f'c=210 kg/cm2 M3 5.30 S/. 297.00 1,574.10 - - 0.00% - 0.00% - - 0.00% 5.30 1,574.10 100.00%01.20.02 Encofrado de cisternas M2 49.56 S/. 42.50 2,106.30 - - 0.00% - 0.00% - - 0.00% 49.56 2,106.30 100.00%01.20.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 784.62 S/. 3.13 2,455.86 - - 0.00% - 0.00% - - 0.00% 784.62 2,455.86 100.00%01.20.04 Curado con aditivo quimico en concreto M2 49.56 S/. 0.95 47.08 - - 0.00% - 0.00% - - 0.00% 49.56 47.08 100.00%01.21.00 PAVIMENTOS ( SOTANO )01.21.01 Concreto premezclado losa de piso h=15 cm f'c=210 kg/cm2 m3 43.70 S/. 271.58 11,868.05 - - 0.00% - 0.00% - - 0.00% 43.70 11,868.05 100.00%01.21.02 Acero de refuerzo fy=4,200 kg/cm2 kg 990.92 S/. 3.13 3,101.58 - - 0.00% - 0.00% - - 0.00% 990.92 3,101.58 100.00%01.21.03 Encofrado de borde en losa h=0.15 m. m 106.47 S/. 18.00 1,916.46 - - 0.00% - 0.00% - - 0.00% 106.47 1,916.46 100.00%01.21.04 Curado con aditivo quimico en concreto m2 291.37 S/. 0.95 276.80 - - 0.00% - 0.00% - - 0.00% 291.37 276.80 100.00%01.21.05 Acabado frotachado con maquina m2 291.37 S/. 7.80 2,272.69 - - 0.00% - 0.00% - - 0.00% 291.37 2,272.69 100.00%01.21.06 Jc con sikaflex m 106.47 S/. 12.25 1,304.26 - - 0.00% - 0.00% - - 0.00% 106.47 1,304.26 100.00%01.21.07 Jd con tecknopor de 1/2" y sello asfaltico m 153.12 S/. 7.80 1,194.34 - - 0.00% - 0.00% - - 0.00% 153.12 1,194.34 100.00%01.21.08 Aplicación de pintura bituminosa en superficies en contacto con terreno (solo mano de om2 940.51 S/. 2.40 2,257.22 - - 0.00% 705.38 1,692.92 75.00% 705.38 1,692.92 75.00% 235.13 564.31 25.00%

COSTO DIRECTO 525,594.91 349,939.46 66.58% 37,556.48 7.15% 387,495.92 73.73% 138,098.98 26.27%

IGV 18% 18.00% 94,607.08 62,989.10 6,760.17 69,749.27 24,857.82

TOTAL 620,201.99 412,928.56 44,316.65 457,245.19 162,956.80


TOTAL A PAGAR 593,922.24 395,431.59 42,438.83 437,870.39 156,051.85

3,254.59 2.28

7420.466568 S/. 30,136.01


ADICIONAL





01.00.00 ESTRUCTURA01.01.00 OBRAS PRELIMINARES01.01.02 Movilizacion y desmovilizacion de equipos mes 1.00 S/. 6,250.00 6,250.00 0.75 4,687.50 75.00% - 0.00% 0.75 4,687.50 75.00% 0.25 1,562.50 25.00%01.02.00 OBRAS PROVISIONALES01.02.07 Implementos de seguridad (juegos de uniformes en 2 oprtunidades) glb 1.00 S/. 9,800.00 9,800.00 0.75 7,350.00 75.00% - 0.00% 0.75 7,350.00 75.00% 0.25 2,450.00 25.00%01.05.00 MOVIMIENTO DE TIERRAS01.05.02 Excavacion manual de zanjas para cimientos y otros m3 288.76 S/. 32.00 9,240.32 288.76 9,240.32 100.00% - 0.00% 288.76 9,240.32 100.00% - - 0.00%01.05.03 Desquinchado manual p/muro de contencion m3 18.00 S/. 32.50 585.00 18.00 585.00 100.00% - 0.00% 18.00 585.00 100.00% - - 0.00%01.05.04 Relleno compactado con material propio m3 561.45 S/. 34.80 19,538.46 242.84 8,450.90 43.25% - 0.00% 242.84 8,450.90 43.25% 318.61 11,087.56 56.75%01.05.05 Relleno con material de prestamo e=0.25 m m2 313.20 S/. 18.25 5,715.90 - - 0.00% - 0.00% - - 0.00% 313.20 5,715.90 100.00%01.06.00 CONCRETO SIMPLE01.06.01 CIMIENTOS

01.06.01.01 Concreto ciclopeo para cimentaciones mezcla 1:10 + 30% p.g. m3 34.63 S/. 196.46 6,803.41 34.63 6,803.41 100.00% - 0.00% 34.63 6,803.41 100.00% - - 0.00%01.07.00 SOLADOS 01.07.01 Pañeteo de muros con mortero 1:5 (a:c) en muros y calzaduras m2 108.00 S/. 3.25 351.00 108.00 351.00 100.00% - 0.00% 108.00 351.00 100.00% - - 0.00%01.07.02 Solado mezcla 1:12 cemento-hormigon e=0.05 m. M2 153.71 S/. 14.98 2,302.58 153.71 2,302.58 100.00% - 0.00% 153.71 2,302.58 100.00% - - 0.00%01.08.00 SOBRECIMIENTOS01.08.01 Concreto premezclado SOBEC f'c=210 kg/cm2 (Cemento Tipo V) m3 2.72 S/. 297.00 807.84 2.72 807.84 100.00% - 0.00% 2.72 807.84 100.00% - - 0.00%01.08.02 Acero de refuerzo fy=4,200 kg/cm2 90.51 S/. 3.13 283.30 90.51 283.30 100.00% - 0.00% 90.51 283.30 100.00% - - 0.00%01.08.03 Encofrado de sobrecimiento h=0.30 m M2 38.23 S/. 30.00 1,146.90 38.23 1,146.90 100.00% - 0.00% 38.23 1,146.90 100.00% - - 0.00%01.09.00 CONCRETO ARMADO01.10.00 ZAPATAS01.10.01 Concreto premezclado zapatas f'c=210 kg/cm2 (Cemento Tipo V) M3 52.04 S/. 297.00 15,455.88 52.04 15,455.88 100.00% - 0.00% 52.04 15,455.88 100.00% - - 0.00%01.10.02 Encofrado de zapatas m2 50.28 S/. 28.00 1,407.84 50.28 1,407.84 100.00% - 0.00% 50.28 1,407.84 100.00% - - 0.00%01.10.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 3,189.75 S/. 3.13 9,983.92 3,189.75 9,983.92 100.00% - 0.00% 3,189.75 9,983.92 100.00% - - 0.00%01.10.04 Curado con aditivo quimico en concreto m2 150.90 S/. 0.95 143.36 150.90 143.36 100.00% - 0.00% 150.90 143.36 100.00% - - 0.00%01.11.00 CIMIENTOS DE MUROS01.11.01 Concreto premezclado cimientos de muros f'c=210 kg/cm2 TIPO V M3 28.64 S/. 297.00 8,506.08 28.64 8,506.08 100.00% - 0.00% 28.64 8,506.08 100.00% - - 0.00%01.11.02 Encofrado de cimientos de los muros m2 56.00 S/. 28.00 1,568.00 56.00 1,568.00 100.00% - 0.00% 56.00 1,568.00 100.00% - - 0.00%01.11.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 648.03 S/. 3.13 2,028.33 648.03 2,028.33 100.00% - 0.00% 648.03 2,028.33 100.00% - - 0.00%01.11.04 Curado con aditivo quimico en concreto m2 94.98 S/. 0.95 90.23 94.98 90.23 100.00% - 0.00% 94.98 90.23 100.00% - - 0.00%01.12.00 VIGA DE CIMENTACION01.12.01 Concreto premezclado vigas de ciment. f'c=210 kg/cm2 TIPO V M3 3.43 S/. 297.00 1,018.71 2.92 865.90 85.00% - 0.00% 2.92 865.90 85.00% 0.51 152.81 15.00%01.12.02 Encofrado de vigas de cimentacion m2 22.03 S/. 28.00 616.84 18.73 524.31 85.00% - 0.00% 18.73 524.31 85.00% 3.30 92.53 15.00%01.12.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 1,092.05 S/. 3.13 3,418.12 1,053.24 3,296.65 96.45% - 0.00% 1,053.24 3,296.65 96.45% 38.81 121.47 3.55%01.12.04 Curado con aditivo quimico en concreto m2 22.03 S/. 0.95 20.93 18.73 17.79 85.00% - 0.00% 18.73 17.79 85.00% 3.30 3.14 15.00%01.13.00 COLUMNAS01.13.01 Concreto premezclado columnas f'c=210 kg/cm2 TIPO I M3 11.12 S/. 274.51 3,052.55 1.65 452.94 14.84% 1.33 366.31 12.00% 2.98 819.25 26.84% 8.14 2,233.30 73.16%01.13.01 Concreto premezclado columnas f'c=210 kg/cm2 TIPO V M3 3.64 S/. 297.00 1,081.08 3.64 1,081.08 100.00% - 0.00% 3.64 1,081.08 100.00% - - 0.00%01.13.02 Encofrado de columnas m2 191.27 S/. 35.00 6,694.45 55.47 1,941.39 29.00% 9.56 334.72 5.00% 65.03 2,276.11 34.00% 126.24 4,418.34 66.00%01.13.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 3,682.76 S/. 3.13 11,527.04 1,473.10 4,610.82 40.00% 552.41 1,729.06 15.00% 2,025.52 6,339.87 55.00% 1,657.24 5,187.17 45.00%01.13.04 Curado con aditivo quimico en concreto m2 191.27 S/. 0.95 181.71 55.47 52.69 29.00% 9.56 9.09 5.00% 65.03 61.78 34.00% 126.24 119.93 66.00%01.14.00 PLACAS 01.14.01 Concreto premezclado placas f'c=210 kg/cm2 TIPO I M3 110.42 S/. 274.51 30,311.39 7.73 2,121.80 7.00% 7.73 2,121.80 7.00% 15.46 4,243.60 14.00% 94.96 26,067.80 86.00%01.14.01 Concreto premezclado placas f'c=210 kg/cm2 TIPO V M3 42.77 S/. 297.00 12,702.69 42.77 12,702.69 100.00% - 0.00% 42.77 12,702.69 100.00% - - 0.00%01.14.02 Encofrado de placas m2 1,479.14 S/. 35.00 51,769.90 392.71 13,744.91 26.55% 44.37 1,553.10 3.00% 437.09 15,298.01 29.55% 1,042.05 36,471.89 70.45%01.14.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 15,255.86 S/. 3.13 47,750.84 6,102.34 19,100.34 40.00% 1,830.70 5,730.10 12.00% 7,933.05 24,830.44 52.00% 7,322.81 22,920.40 48.00%01.14.04 Curado con aditivo quimico en concreto m2 1,479.14 S/. 0.95 1,405.18 392.71 373.08 26.55% - 0.00% 392.71 373.08 26.55% 1,086.43 1,032.11 73.45%01.15.00 MUROS DE CONTENCION01.15.01 Concreto premezclado muro de cont. f'c=210 kg/cm2 TIPO V M3 33.36 S/. 297.00 9,907.92 30.27 8,990.19 90.74% 1.67 495.40 5.00% 31.94 9,485.59 95.74% 1.42 422.33 4.26%01.15.02 Encofrado muros dos caras m2 560.90 S/. 40.00 22,436.00 498.23 19,929.04 88.83% 28.05 1,121.80 5.00% 526.27 21,050.84 93.83% 34.63 1,385.16 6.17%01.15.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 1,870.76 S/. 3.13 5,855.48 1,664.98 5,211.38 89.00% 93.54 292.77 5.00% 1,758.51 5,504.15 94.00% 112.25 351.33 6.00%01.15.04 Curado con aditivo quimico en concreto m2 560.90 S/. 0.95 532.86 492.58 467.95 87.82% 28.05 26.64 5.00% 520.62 494.59 92.82% 40.28 38.26 7.18%01.16.00 ESCALERAS01.16.01 Concreto premezclado escalera f'c=210 kg/cm2 tipo I M3 8.89 S/. 274.51 2,440.39 - - 0.00% - 0.00% - - 0.00% 8.89 2,440.39 100.00%01.16.01 Concreto premezclado escalera f'c=210 kg/cm2 tipo V M3 1.71 S/. 297.00 507.87 - - 0.00% - 0.00% - - 0.00% 1.71 507.87 100.00%01.16.02 Encofrado de escaleras m2 68.59 S/. 48.74 3,343.08 - - 0.00% - 0.00% - - 0.00% 68.59 3,343.08 100.00%01.16.03 Acero de refuerzo fy=4,200 kg/cm2 kg 820.73 S/. 3.13 2,568.88 - - 0.00% - 0.00% - - 0.00% 820.73 2,568.88 100.00%01.16.04 Curado con aditivo quimico en concreto m2 68.59 S/. 0.95 65.16 - - 0.00% - 0.00% - - 0.00% 68.59 65.16 100.00%01.17.00 VIGAS01.17.01 Concreto premezclado en vigas y cortes f'c=210 kg/cm2 M3 72.93 S/. 273.77 19,965.80 17.61 4,821.74 24.15% 3.65 998.29 5.00% 21.26 5,820.03 29.15% 51.67 14,145.77 70.85%01.17.02 Encofrado de vigas y cortes M2 559.48 S/. 42.80 23,945.74 135.11 5,782.90 24.15% 27.97 1,197.29 5.00% 163.09 6,980.18 29.15% 396.39 16,965.56 70.85%01.17.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 10,533.94 S/. 3.13 32,971.23 3,386.66 10,600.25 32.15% 526.70 1,648.56 5.00% 3,913.36 12,248.81 37.15% 6,620.58 20,722.42 62.85%01.17.04 Curado con aditivo quimico en concreto M2 559.48 S/. 0.95 531.51 135.11 128.36 24.15% 27.97 26.58 5.00% 163.09 154.93 29.15% 396.39 376.57 70.85%01.18.00 LOSA MACIZA01.18.01 Concreto premezclado losas macizas f'c=210 kg/cm2 M3 31.45 S/. 272.77 8,579.71 7.60 2,072.00 24.15% 1.57 428.99 5.00% 9.17 2,500.98 29.15% 22.29 6,078.72 70.85%01.18.02 Encofrado losas macizas M2 157.27 S/. 33.50 5,268.55 37.98 1,272.35 24.15% 7.86 263.43 5.00% 45.84 1,535.78 29.15% 111.43 3,732.76 70.85%01.18.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 1,499.17 S/. 3.13 4,692.40 553.19 1,731.50 36.90% - 0.00% 553.19 1,731.50 36.90% 945.98 2,960.91 63.10%01.18.04 Curado con aditivo quimico en concreto m2 157.27 S/. 0.95 149.41 37.98 36.08 24.15% 7.86 7.47 5.00% 45.84 43.55 29.15% 111.43 105.85 70.85%01.19.00 LOSAS ALIGERADAS01.19.01 Concreto premezclado losas aligeradas f'c=210 kg/cm2 M3 69.53 S/. 272.77 18,965.25 13.31 3,631.85 19.15% 8.34 2,275.83 12.00% 21.66 5,907.68 31.15% 47.87 13,057.58 68.85%01.19.02 Encofrado losa aligerada M2 794.61 S/. 33.50 26,619.44 168.06 5,630.01 21.15% 95.35 3,194.33 12.00% 263.41 8,824.34 33.15% 531.20 17,795.09 66.85%01.19.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 4,419.80 S/. 3.13 13,833.97 846.39 2,649.21 19.15% 530.38 1,660.08 12.00% 1,376.77 4,309.28 31.15% 3,043.03 9,524.69 68.85%01.19.04 Ladrillo para techo de h=0.15 m Und 7,228.53 S/. 2.95 21,324.16 1,384.26 4,083.58 19.15% 867.42 2,558.90 12.00% 2,251.69 6,642.48 31.15% 4,976.84 14,681.69 68.85%01.19.05 Curado con aditivo quimico en concreto m2 794.61 S/. 0.95 754.88 152.17 144.56 19.15% 95.35 90.59 12.00% 247.52 235.14 31.15% 547.09 519.73 68.85%01.20.00 CISTERNA01.20.01 Concreto premezclado cisterna f'c=210 kg/cm2 M3 6.73 S/. 297.00 1,998.81 6.73 1,998.81 100.00% - 0.00% 6.73 1,998.81 100.00% - - 0.00%01.20.02 Encofrado de cisternas M2 46.04 S/. 42.50 1,956.70 46.04 1,956.70 100.00% - 0.00% 46.04 1,956.70 100.00% - - 0.00%01.20.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 635.36 S/. 3.13 1,988.68 635.36 1,988.68 100.00% - 0.00% 635.36 1,988.68 100.00% - - 0.00%01.20.04 Curado con aditivo quimico en concreto M2 46.04 S/. 0.95 43.74 46.04 43.74 100.00% - 0.00% 46.04 43.74 100.00% - - 0.00%01.20.00 TANQUE ELEVADO01.20.01 Concreto premezclado cisterna f'c=210 kg/cm2 M3 5.30 S/. 297.00 1,574.10 - - 0.00% - 0.00% - - 0.00% 5.30 1,574.10 100.00%01.20.02 Encofrado de cisternas M2 49.56 S/. 42.50 2,106.30 - - 0.00% - 0.00% - - 0.00% 49.56 2,106.30 100.00%01.20.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 784.62 S/. 3.13 2,455.86 - - 0.00% - 0.00% - - 0.00% 784.62 2,455.86 100.00%01.20.04 Curado con aditivo quimico en concreto M2 49.56 S/. 0.95 47.08 - - 0.00% - 0.00% - - 0.00% 49.56 47.08 100.00%01.21.00 PAVIMENTOS ( SOTANO )01.21.01 Concreto premezclado losa de piso h=15 cm f'c=210 kg/cm2 m3 46.95 S/. 271.58 12,750.68 - - 0.00% - 0.00% - - 0.00% 46.95 12,750.68 100.00%01.21.02 Acero de refuerzo fy=4,200 kg/cm2 kg 990.92 S/. 3.13 3,101.58 - - 0.00% - 0.00% - - 0.00% 990.92 3,101.58 100.00%01.21.03 Encofrado de borde en losa h=0.15 m. m 106.47 S/. 18.00 1,916.46 - - 0.00% - 0.00% - - 0.00% 106.47 1,916.46 100.00%01.21.04 Curado con aditivo quimico en concreto m2 313.00 S/. 0.95 297.35 - - 0.00% - 0.00% - - 0.00% 313.00 297.35 100.00%01.21.05 Acabado frotachado con maquina m2 313.00 S/. 7.80 2,441.40 - - 0.00% - 0.00% - - 0.00% 313.00 2,441.40 100.00%01.21.06 Jc con sikaflex m 106.47 S/. 12.25 1,304.26 - - 0.00% - 0.00% - - 0.00% 106.47 1,304.26 100.00%01.21.07 Jd con tecknopor de 1/2" y sello asfaltico m 153.12 S/. 7.80 1,194.34 - - 0.00% - 0.00% - - 0.00% 153.12 1,194.34 100.00%

COSTO DIRECTO 533,996.81 225,249.66 42.18% 28,131.13 5.27% 253,380.73 47.45% 280,616.04 52.55%

IGV 18% 18.00% 96,119.43 40,544.94 5,063.60 45,608.53 50,510.89

TOTAL 630,116.24 265,794.60 33,194.73 298,989.26 331,126.93


TOTAL A PAGAR 603,416.40 254,532.12 31,788.17 286,320.22 317,096.13

3,533.73 2.28

S/. 8,056.90 S/. 20,074.23


ADICIONAL





01.00.00 ESTRUCTURA01.01.00 OBRAS PRELIMINARES01.01.02 Movilizacion y desmovilizacion de equipos mes 1.00 S/. 6,250.00 6,250.00 0.75 4,687.50 75.00% - 0.00% 0.75 4,687.50 75.00% 0.25 1,562.50 25.00%01.02.00 OBRAS PROVISIONALES01.02.07 Implementos de seguridad (juegos de uniformes en 2 oprtunidades) glb 1.00 S/. 9,800.00 9,800.00 0.75 7,350.00 75.00% - 0.00% 0.75 7,350.00 75.00% 0.25 2,450.00 25.00%01.02.09 Limpieza permanente en obra mes 4.00 S/. 1,920.00 7,680.00 2.40 4,608.00 60.00% - 0.00% 2.40 4,608.00 60.00% 1.60 3,072.00 40.00%01.05.00 MOVIMIENTO DE TIERRAS01.05.02 Excavacion manual de zanjas para cimientos y otros m3 72.06 S/. 32.00 2,305.92 72.06 2,305.92 100.00% - 0.00% 72.06 2,305.92 100.00% - - 0.00%01.05.03 Desquinchado manual p/muro de contencion m3 21.75 S/. 32.50 706.88 21.75 706.88 100.00% - 0.00% 21.75 706.88 100.00% - - 0.00%01.05.04 Relleno compactado con material propio incluye acarreo distancia promedio = 30 m. m3 411.75 S/. 34.80 14,328.90 185.29 6,448.01 45.00% - 0.00% 185.29 6,448.01 45.00% 226.46 7,880.90 55.00%01.05.05 Relleno con material de prestamo e=0.15 m m2 300.83 S/. 18.25 5,490.15 - - 0.00% - 0.00% - - 0.00% 300.83 5,490.15 100.00%01.06.00 CONCRETO SIMPLE01.06.01 CIMIENTOS

01.06.01.01 Concreto ciclopeo para cimentaciones mezcla 1:10 + 30% p.g. m3 41.36 S/. 196.46 8,125.59 41.36 8,125.36 100.00% - 0.00% 41.36 8,125.36 100.00% 0.00 0.23 0.00%01.07.00 SOLADOS 01.07.01 Pañeteo de muros con mortero 1:5 (a:c) en muros y calzaduras m2 108.00 S/. 3.25 351.00 108.00 351.00 100.00% - 0.00% 108.00 351.00 100.00% - - 0.00%01.07.02 Solado mezcla 1:12 cemento-hormigon e=0.05 m. M2 153.71 S/. 14.98 2,302.58 153.71 2,302.58 100.00% - 0.00% 153.71 2,302.58 100.00% - - 0.00%01.08.00 SOBRECIMIENTOS01.08.01 Concreto premezclado SOBEC f'c=210 kg/cm2 (Cemento Tipo V) m3 2.72 S/. 297.00 807.84 - - 0.00% 0.82 242.35 30.00% 0.82 242.35 30.00% 1.90 565.49 70.00%

Acero de refuerzo fy=4,200 kg/cm2 90.51 S/. 3.13 283.30 - - 0.00% 27.15 84.99 30.00% 27.15 84.99 30.00% 63.36 198.31 70.00%01.08.02 Encofrado de sobrecimiento h=0.30 m M2 38.23 S/. 30.00 1,146.90 - - 0.00% 11.47 344.07 30.00% 11.47 344.07 30.00% 26.76 802.83 70.00%01.09.00 CONCRETO ARMADO01.10.00 ZAPATAS01.10.01 Concreto premezclado zapatas f'c=210 kg/cm2 (Cemento Tipo V) M3 52.04 S/. 297.00 15,455.88 52.04 15,455.88 100.00% - 0.00% 52.04 15,455.88 100.00% - - 0.00%01.10.02 Encofrado de zapatas m2 50.28 S/. 28.00 1,407.84 50.28 1,407.84 100.00% - 0.00% 50.28 1,407.84 100.00% - - 0.00%01.10.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 3,189.75 S/. 3.13 9,983.92 3,189.75 9,983.92 100.00% - 0.00% 3,189.75 9,983.92 100.00% - - 0.00%01.10.04 Curado con aditivo quimico en concreto m2 150.90 S/. 0.95 143.36 150.90 143.36 100.00% - 0.00% 150.90 143.36 100.00% - - 0.00%01.11.00 CIMIENTOS DE MUROS01.11.01 Concreto premezclado cimientos de muros f'c=210 kg/cm2 TIPO V M3 28.64 S/. 297.00 8,506.08 28.64 8,506.08 100.00% - 0.00% 28.64 8,506.08 100.00% - - 0.00%01.11.02 Encofrado de cimientos de los muros m2 56.00 S/. 28.00 1,568.00 56.00 1,568.00 100.00% - 0.00% 56.00 1,568.00 100.00% - - 0.00%01.11.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 648.03 S/. 3.13 2,028.33 648.03 2,028.33 100.00% - 0.00% 648.03 2,028.33 100.00% - - 0.00%01.11.04 Curado con aditivo quimico en concreto m2 94.98 S/. 0.95 90.23 94.98 90.23 100.00% - 0.00% 94.98 90.23 100.00% - - 0.00%01.12.00 VIGA DE CIMENTACION01.12.01 Concreto premezclado vigas de ciment. f'c=210 kg/cm2 TIPO V M3 3.43 S/. 297.00 1,018.71 3.43 1,018.71 100.00% - 0.00% 3.43 1,018.71 100.00% - - 0.00%01.12.02 Encofrado de vigas de cimentacion m2 22.03 S/. 28.00 616.84 22.03 616.84 100.00% - 0.00% 22.03 616.84 100.00% - - 0.00%01.12.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 1,092.05 S/. 3.13 3,418.12 1,092.05 3,418.12 100.00% - 0.00% 1,092.05 3,418.12 100.00% - - 0.00%01.12.04 Curado con aditivo quimico en concreto m2 22.03 S/. 0.95 20.93 22.03 20.93 100.00% - 0.00% 22.03 20.93 100.00% - - 0.00%01.13.00 COLUMNAS01.13.01 Concreto premezclado columnas f'c=210 kg/cm2 TIPO I M3 11.12 S/. 274.51 3,052.55 8.90 2,442.04 80.00% - 0.00% 8.90 2,442.04 80.00% 2.22 610.51 20.00%01.13.01 Concreto premezclado columnas f'c=210 kg/cm2 TIPO V M3 3.36 S/. 297.00 997.92 3.36 997.92 100.00% - 0.00% 3.36 997.92 100.00% - - 0.00%01.13.02 Encofrado de columnas m2 179.84 S/. 35.00 6,294.40 143.19 5,011.60 79.62% - 0.00% 143.19 5,011.60 79.62% 36.65 1,282.80 20.38%01.13.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 3,570.16 S/. 3.13 11,174.60 3,163.88 9,902.93 88.62% - 0.00% 3,163.88 9,902.93 88.62% 406.28 1,271.67 11.38%01.13.04 Curado con aditivo quimico en concreto m2 179.84 S/. 0.95 170.85 143.19 136.03 79.62% - 0.00% 143.19 136.03 79.62% 36.65 34.82 20.38%01.14.00 PLACAS 01.14.01 Concreto premezclado placas f'c=210 kg/cm2 TIPO I M3 110.42 S/. 274.51 30,311.39 91.01 24,982.65 82.42% - 0.00% 91.01 24,982.65 82.42% 19.41 5,328.74 17.58%01.14.01 Concreto premezclado placas f'c=210 kg/cm2 TIPO V M3 38.71 S/. 297.00 11,496.87 28.18 8,369.72 72.80% - 0.00% 28.18 8,369.72 72.80% 10.53 3,127.15 27.20%01.14.02 Encofrado de placas m2 1,454.61 S/. 35.00 50,911.35 1,202.53 42,088.41 82.67% - 0.00% 1,202.53 42,088.41 82.67% 252.08 8,822.94 17.33%01.14.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 15,109.86 S/. 3.13 47,293.86 13,813.43 43,236.05 91.42% - 0.00% 13,813.43 43,236.05 91.42% 1,296.43 4,057.81 8.58%01.14.04 Curado con aditivo quimico en concreto m2 1,454.61 S/. 0.95 1,381.88 1,202.53 1,142.40 82.67% - 0.00% 1,202.53 1,142.40 82.67% 252.08 239.48 17.33%01.15.00 MUROS DE CONTENCION01.15.01 Concreto premezclado muro de cont. f'c=210 kg/cm2 TIPO V M3 30.89 S/. 297.00 9,174.33 30.89 9,174.33 100.00% - 0.00% 30.89 9,174.33 100.00% - - 0.00%01.15.02 Encofrado muros dos caras m2 516.41 S/. 40.00 20,656.40 450.95 18,037.94 87.32% - 0.00% 450.95 18,037.94 87.32% 65.46 2,618.46 12.68%01.15.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 1,748.40 S/. 3.13 5,472.49 1,486.14 4,651.62 85.00% - 0.00% 1,486.14 4,651.62 85.00% 262.26 820.87 15.00%01.15.04 Curado con aditivo quimico en concreto m2 516.41 S/. 0.95 490.59 438.95 417.00 85.00% - 0.00% 438.95 417.00 85.00% 77.46 73.59 15.00%01.16.00 ESCALERAS01.16.01 Concreto premezclado escalera f'c=210 kg/cm2 tipo I M3 8.89 S/. 274.51 2,440.39 - - 0.00% - 0.00% - - 0.00% 8.89 2,440.39 100.00%01.16.01 Concreto premezclado escalera f'c=210 kg/cm2 tipo V M3 1.71 S/. 290.00 495.90 - - 0.00% - 0.00% - - 0.00% 1.71 495.90 100.00%01.16.02 Encofrado de escaleras m2 68.59 S/. 48.74 3,343.08 - - 0.00% - 0.00% - - 0.00% 68.59 3,343.08 100.00%01.16.03 Acero de refuerzo fy=4,200 kg/cm2 kg 820.73 S/. 3.13 2,568.88 - - 0.00% - 0.00% - - 0.00% 820.73 2,568.88 100.00%01.16.04 Curado con aditivo quimico en concreto m2 68.59 S/. 0.95 65.16 - - 0.00% - 0.00% - - 0.00% 68.59 65.16 100.00%01.17.00 VIGAS01.17.01 Concreto premezclado en vigas y cortes f'c=210 kg/cm2 M3 72.93 S/. 273.77 19,965.80 40.91 11,198.78 56.09% 18.23 4,991.45 25.00% 59.14 16,190.23 81.09% 13.79 3,775.57 18.91%01.17.02 Encofrado de vigas y cortes M2 559.48 S/. 42.80 23,945.74 424.43 18,165.78 75.86% 39.16 1,676.20 7.00% 463.60 19,841.98 82.86% 95.88 4,103.76 17.14%01.17.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 10,533.94 S/. 3.13 32,971.23 7,914.52 24,772.45 75.13% 737.38 2,307.99 7.00% 8,651.90 27,080.43 82.13% 1,882.04 5,890.80 17.87%01.17.04 Curado con aditivo quimico en concreto M2 559.48 S/. 0.95 531.51 379.68 360.69 67.86% 39.16 37.21 7.00% 418.84 397.90 74.86% 140.64 133.61 25.14%01.18.00 LOSA MACIZA01.18.01 Concreto premezclado losas macizas f'c=210 kg/cm2 M3 31.45 S/. 272.77 8,579.71 21.46 5,854.97 68.24% 3.77 1,029.56 12.00% 25.24 6,884.54 80.24% 6.21 1,695.17 19.76%01.18.02 Encofrado losas macizas M2 157.27 S/. 33.50 5,268.55 106.22 3,558.51 67.54% 18.87 632.23 12.00% 125.10 4,190.74 79.54% 32.17 1,077.80 20.46%01.18.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 1,499.17 S/. 3.13 4,692.40 1,018.57 3,188.11 67.94% 179.90 563.09 12.00% 1,198.47 3,751.20 79.94% 300.70 941.20 20.06%01.18.04 Curado con aditivo quimico en concreto m2 157.27 S/. 0.95 149.41 106.22 100.91 67.54% 18.87 17.93 12.00% 125.10 118.84 79.54% 32.17 30.56 20.45%01.19.00 LOSAS ALIGERADAS01.19.01 Concreto premezclado losas aligeradas f'c=210 kg/cm2 M3 69.53 S/. 272.77 18,965.25 48.89 13,336.37 70.32% 8.34 2,275.83 12.00% 57.24 15,612.20 82.32% 12.29 3,353.06 17.68%01.19.02 Encofrado losa aligerada M2 794.61 S/. 33.50 26,619.44 596.91 19,996.52 75.12% 71.51 2,395.75 9.00% 668.43 22,392.27 84.12% 126.18 4,227.17 15.88%01.19.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 4,419.80 S/. 3.13 13,833.97 3,496.95 10,945.44 79.12% 265.19 830.04 6.00% 3,762.13 11,775.48 85.12% 657.67 2,058.50 14.88%01.19.04 Ladrillo para techo de h=0.15 m Und 7,228.53 S/. 2.95 21,324.16 5,451.06 16,080.64 75.41% 650.57 1,919.17 9.00% 6,101.63 17,999.81 84.41% 1,126.90 3,324.35 15.59%01.19.05 Curado con aditivo quimico en concreto m2 794.61 S/. 0.95 754.88 549.23 521.77 69.12% 71.51 67.94 9.00% 620.75 589.71 78.12% 173.86 165.17 21.88%01.20.00 CISTERNA01.20.01 Concreto premezclado cisterna f'c=210 kg/cm2 tipo V M3 6.73 S/. 297.00 1,998.81 6.73 1,998.81 100.00% - 0.00% 6.73 1,998.81 100.00% - - 0.00%01.20.02 Encofrado de cisternas M2 46.04 S/. 42.50 1,956.70 46.04 1,956.70 100.00% - 0.00% 46.04 1,956.70 100.00% - - 0.00%01.20.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 635.36 S/. 3.13 1,988.68 635.36 1,988.68 100.00% - 0.00% 635.36 1,988.68 100.00% - - 0.00%01.20.04 Curado con aditivo quimico en concreto M2 46.04 S/. 0.95 43.74 46.04 43.74 100.00% - 0.00% 46.04 43.74 100.00% - - 0.00%01.20.00 TANQUE ELEVADO01.20.01 Concreto premezclado cisterna f'c=210 kg/cm2 M3 5.30 S/. 297.00 1,574.10 - - 0.00% - 0.00% - - 0.00% 5.30 1,574.10 100.00%01.20.02 Encofrado de cisternas M2 49.56 S/. 42.50 2,106.30 - - 0.00% - 0.00% - - 0.00% 49.56 2,106.30 100.00%01.20.03 Acero de refuerzo fy=4,200 kg/cm2 Kg 784.62 S/. 3.13 2,455.86 - - 0.00% - 0.00% - - 0.00% 784.62 2,455.86 100.00%01.20.04 Curado con aditivo quimico en concreto M2 49.56 S/. 0.95 47.08 - - 0.00% - 0.00% - - 0.00% 49.56 47.08 100.00%01.21.00 PAVIMENTOS ( SOTANO )01.21.01 Concreto premezclado losa de piso h=15 cm f'c=210 kg/cm2 m3 43.70 S/. 271.58 11,868.05 - - 0.00% - 0.00% - - 0.00% 43.70 11,868.05 100.00%01.21.02 Acero de refuerzo fy=4,200 kg/cm2 kg 990.92 S/. 3.13 3,101.58 - - 0.00% - 0.00% - - 0.00% 990.92 3,101.58 100.00%01.21.03 Encofrado de borde en losa h=0.15 m. m 106.47 S/. 18.00 1,916.46 - - 0.00% - 0.00% - - 0.00% 106.47 1,916.46 100.00%01.21.04 Curado con aditivo quimico en concreto m2 291.37 S/. 0.95 276.80 - - 0.00% - 0.00% - - 0.00% 291.37 276.80 100.00%01.21.05 Acabado frotachado con maquina m2 291.37 S/. 7.80 2,272.69 - - 0.00% - 0.00% - - 0.00% 291.37 2,272.69 100.00%01.21.06 Jc con sikaflex m 106.47 S/. 12.25 1,304.26 - - 0.00% - 0.00% - - 0.00% 106.47 1,304.26 100.00%01.21.07 Jd con tecknopor de 1/2" y sello asfaltico m 153.12 S/. 7.80 1,194.34 - - 0.00% - 0.00% - - 0.00% 153.12 1,194.34 100.00%01.21.08 Aplicación de pintura bituminosa en superficies en contacto con terreno (solo mano de om2 940.51 S/. 2.40 2,257.22 705.38 1,692.92 75.00% - 0.00% 705.38 1,692.92 75.00% 235.13 564.31 25.00%

COSTO DIRECTO 525,594.91 387,495.92 73.73% 19,415.80 3.69% 406,911.72 77.42% 118,683.19 22.58%

IGV 18% 18.00% 94,607.08 69,749.27 3,494.84 73,244.11 21,362.97

TOTAL 620,201.99 457,245.19 22,910.64 480,155.83 140,046.16

FONDO DE GARANTIA 5.00% -26,279.75 -19,374.80 -970.79 -20,345.59 -5,934.16

TOTAL A PAGAR 593,922.24 437,870.39 21,939.85 459,810.24 134,112.00

1,182.46 2.28

2696.018376 S/. 16,719.78

RESUMEN DE ADELANTO Nº 01

Obra EDIFICIO COLEGIO ALEPH

Contratista J.E. CONSTRUCCIONES GENERALES S.A. Construye A. ANTEZANA EIRL FECHA: 15-OctOT Nº : 13-010-51

Item Descripcion ADELANTO ACTUAL TOTAL ACUMULADO SALDO

EDIFICIO COLEGIO ALEPHPRESUPUESTO 70176.65 - ADELANTO 25% 17544.16 0 17544.163 17544.1625 0AMORTIZACIÓN DE ADELANTO - - -

TOTAL PRESUPUESTO 52632.49 0 17,544.16 17,544.16 52,632.49

TOTAL DE DEDUCTIVOS : 0 0 0 0 0

1

COSTO DIRECTO S/. 52632.49 S/. 0 S/. 17544.16 S/. 17544.16 S/. 52632.49

I.G.V. 0.18 9473.85 0 3157.95 3157.95 6315.90TOTAL A FACTURAR 62106.34 0 20702.11 20702.11 58948.39FONDO DE GARANTIA 0.05 3105.32 0 1035.11 1035.11 2947.42TOTAL A PAGAR S/. 59001.02 S/. 0 S/. 19667.01 S/. 19667.01 S/. 56000.97

PRESUPUESTO DE OBRA

VALORIZACION ANTERIOR

ING. JOSE LECAROS E.JEFE DE PROYECTOS

ING. ADA MARTIN R.RESIDENTE DE OBRA

ING. HAROLD LOZADAJEFE DE PRODUCCION

ING. YANETT RAMOSJEFE DE COSTOS

CHRISTIAN GUERRERO PEÑA ADMINISTRACION DE OBRA

ADELANTO N° 01VALOR ORIGINAL S/. 70,176.65

OT 13-010-51

Subcontratista A. ANTEZANA EIRL Periodo:

Subcontrato : ESTRUCTURA COLEGIO ALEPH 15-Oct

ITEM DESCRIPCION UNIDAD

CONTRATO ACUMULADO ANTERIOR PRESENTE VALORIZACION ACUMULADO ACTUAL SALDO POR VALORIZAR

Metrado P.Unitario S/. Parcial S/. Metrado P.Unitario S/. Parcial S/. Metrado P. ParcialS/. % Metrado P. Parcial S/. % Metrado P.Parcial S/. %

PINTURA LATEX MAS EMPASTE M2 2,957.27 8.80 26,023.94 - - - 0.00% 2,957.27 26,023.94 100.00%

PINTURA EN ESTACIONAMIENTO ML 140.00 7.00 980.00

PINTURA LATEX MAS EMPASTE EN VIGAS COLUYMNAS Y PLACAS M2 2,833.40 8.80 24,933.92

PINTURA LATEX MAS EMPASTE EN FONDO DE ESCALERA M2 17.16 8.80 151.01

PINTURA OLEO MAS EMPASTE EN CIELO RASO SSHH M2 107.99 8.80 950.31

PINTURA OLEO MAS EMPASTE EN MUROS SSHH M2 478.97 8.80 4,214.94

PINTURA LATEX MAS EMPASTE EN FALSOS CIELOS DE DRYWALL M2 616.76 8.80 5,427.49

PINTURA LATEX MAS EMPASTE EN CIELOS RASO M2 503.26 8.80 4,428.69 - - 180.00 1,584.00 35.77% 180.00 1,584.00 35.77% 323.26 2,844.69 64.23%

M2 77.80 8.80 684.64 - - - - 0.00% 77.80 684.64 100.00%

PINTURA LATEX MAS EMPASTE EN TABIQUES M2 270.65 8.80 2,381.72 - - - - - 0.00% 270.65 2,381.72 100.00%

- - - - - 0.00% - - 100.00%

- - - - - - 0.00% - - 100.00%

COSTO DIRECTO 70,176.65 - 1,584.00 1,584.00 31,934.97

PINTURA LATEX MAS EMPASTE EN TABIQUES SUPERBOARD ESTERIOR

ING. JOSE LECAROS E.JEFE DE PROYECTOS

ING. ADA MARTIN R.RESIDENTE DE OBRA

ING. HAROLD LOZADAJEFE DE PRODUCCION

ING. YANETT RAMOSJEFE DE COSTOS

CRHISTIAN GUERREROADMINISTRADOR

246

94280

310.293.3333333102.666667

3900

adelanto 1 ot 51 (2)

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