TABLAASOCIACION OBREROS DE SAN JOSEPRESUPUESTO CONSTRUCCION DE 157.00 M2CLIENTE CENTRO PARROQUIAL JESUS RESUCITADORESPONSABLECONSTRUYE ASOCIACION OBREROS DE SAN JOSEFECHA SEPTIEMBRE 2009DESCRIPCIONANALISISMETUNIDCUIMPORMOTOTALMATTOTALH Y ES/. H Y ETOTALESTRUCTURASMOVIMIENTO DE TIERRASLIMPIEZA Y NIVELACIONLIMPIEZA DE TERRENO MANUAL133.03M22.48329.912.36313.950.000.000.1215.9636329.9144TRAZADO Y REPLANTEO S/EQUIPO133.03M21.35179.590.95126.380.3749.220.033.9909179.5905EXCAVACION PARA CIMIENTOS CORRIDOSEXCAVACION ZANJAS P/CIMIENTOS MATERIAL SUELTO H=1.00 M50.77M325.341,286.5124.131,225.080.000.001.2161.43171286.5118EXCAVACION PARA ZAPATAS Y SIMILARESEXCAVACION ZAPATAS MATERIAL SUELTO H=1.40 M108.45M333.783,663.4432.173,488.840.000.001.61174.60453663.441RELLENOS CON MATERIAL PROPIORELLENO COMPACTADO A MANO - MAT. PROPIO46.80M314.20664.5613.79645.370.000.000.4119.188664.56REFINE, NIVELACIN Y COMPACTACIN DE TERRENOELIMINACION MANUAL MATERIAL EXCEDENTE156.45M353.878,427.3419.923,116.4832.955,155.031.00155.82428427.3357CONCRETO SIMPLECIMIENTOS CORRIDOSCONCRETO CICLOPEO 1 10(CH)-30%PG-CIMIENTO CORRIDOS16.00M3119.621,913.9244.12705.9264.951,039.2010.55168.81913.92CALZADURACONCRETO CICLOPEO 1 10(CH)-30%PG-CALZADURA20.98M3119.622,509.6344.12925.6464.951,362.6510.55221.3392509.6276ENCOFRADO CALZADURA25.20M233.01831.8520.98528.7010.99276.951.0426.208831.852DESENCOFRADO CALZADURA25.20M25.51138.855.24132.050.000.000.276.804138.852SOLADOS PARA ZAPATASCONCRETO C H 1 10 E=2" - SOLADO56.54M217.39983.2311.03623.643.73210.892.63148.7002983.2306SOBRECIMIENTOSCONCRETO 1 8 (C H) - 25% PM- SOBRECIMIENTOS5.46M3182.85998.3691.91501.8370.81386.6220.13109.9098998.361ENCOFRADO NORMAL PARA SOBRECIMIENTOS73.99M226.221,940.0210.49776.1615.421,140.930.3122.93691940.0178DESENCOFRADO NORMAL PARA SOBRECIMIENTOS73.99M22.70199.772.62193.850.000.000.085.9192199.773FALSO PISOSFALSOPISO DE 4" CON MEZC. 1.8 C H113.70M221.462,440.0010.251,165.439.011,024.442.20250.142440.002CONCRETO ARMADOZAPATASCONCRETO F C 210 KG/CM2 ZAPATA8.40M3224.891,889.0848.30405.72164.121,378.6112.47104.7481889.076ACERO FY=4,200 KG/CM2 REND:300 KG/DIA194.92KG5.03980.450.70136.444.22822.560.1121.4412980.4476MUROS, TABIQUES Y PLACASCONCRETO F C 210 KG/CM2 TABIQUES Y PLACAS2.86M3400.991,146.83192.91551.72167.02477.6841.06117.43161146.8314ENCOFRADO NORMAL TABIQUES Y PLACAS25.23M236.61923.6716.78423.3618.99479.120.8421.1932923.6703DESENCOFRADO NORMAL TABIQUES Y PLACAS25.23M24.41111.264.20105.970.000.000.215.2983111.2643ACERO FY=4,200 KG/CM2 REND:300 KG/DIA505.40KG5.032,542.160.70353.784.222,132.790.1155.5942542.162MUROS SOSTENIMIENTOCONCRETO F C 210 KG/CM2 MURO SONTENIMIENTO53.99M3336.0318,142.26140.317,575.34165.868,954.7829.861612.141418142.2597ENCOFRADO NORMAL MURO DE SOSTENIMIENTO205.01M230.576,267.1613.982,866.0415.893,257.610.70143.5076267.1557DESENCOFRADO NORMAL MURO DE SOSTENIMIENTO205.01M23.67752.393.50717.540.000.000.1734.8517752.3867ACERO FY=4,200 KG/CM2 REND:300 KG/DIA3511.34KG5.0317,662.040.702,457.944.2214,817.850.11386.247417662.0402COLUMNASCONCRETO F C 210 KG/CM2 COLUMNA16.15M3353.335,706.28154.322,492.27166.162,683.4832.85530.52755706.2795ENCOFRADO NORMAL COLUMNA143.76M237.355,369.4416.782,412.2919.732,836.380.84120.75845369.436DESENCOFRADO NORMAL COLUMNA143.76M24.41633.984.20603.790.000.000.2130.1896633.9816ACERO FY=4,200 KG/CM2 REND:300 KG/DIA4002.72KG5.0320,133.680.702,801.904.2216,891.480.11440.299220133.6816VIGAS, DINTELES Y SOLERASCONCRETO FC 210 KG/CM2 VIGA12.60M3258.043,251.3077.16972.22164.462,072.2016.42206.8923251.304ENCOFRADO NORMAL VIGAS RECTAS105.90M242.754,527.2317.851,890.3224.012,542.660.8994.2514527.225DESENCOFRADO NORMAL VIGAS RECTAS105.90M24.69496.674.46472.310.000.000.2324.357496.671ACERO FY=4,200 KG/CM2 REND:300 KG/DIA2577.12KG5.0312,962.910.701,803.984.2210,875.450.11283.483212962.9136LOSAS MACIZASCONCRETO FC 210 KG/CM2 LOSA MACIZA1.42M3258.04366.4277.16109.57164.46233.5316.4223.3164366.4168ENCOFRADO NORMAL LOSA MACIZA7.08M232.78232.0813.9898.9818.10128.150.704.956232.0824DESENCOFRADO NORMAL LOSA MACIZA7.08M23.6725.983.5024.780.000.000.171.203625.9836ACERO FY=4,200 KG/CM2 REND:300 KG/DIA67.22KG5.03338.120.7047.054.22283.670.117.3942338.1166LOSAS ALIGERADASCONCRETO FC 210 KG/CM2 LOSA ALIGERADA16.56M3242.904,022.4265.461,084.02164.122,717.8313.32220.57924022.424LADRILLO ARCILLA PARA TECHO 15X30X30 CM1600.00PZA2.273,632.000.55880.001.702,720.000.02323632ENCOFRADO NORMAL LOSA ALIGERADA191.98M227.345,248.7311.182,146.3415.602,994.890.56107.50885248.7332DESENCOFRADO NORMAL LOSA ALIGERADA191.98M22.94564.422.80537.540.000.000.1426.8772564.4212ACERO FY=4,200 KG/CM2 REND:300 KG/DIA1043.16KG5.035,247.090.70730.214.224,402.140.11114.74765247.0948ESCALERASCONCRETO FC 210 KG/CM2 ESCALERA4.90M3363.081,779.09163.61801.69166.16814.1833.31163.2191779.092ENCOFRADO NORMAL ESCALERA29.56M254.551,612.5027.97826.7925.18744.321.4041.3841612.498DESENCOFRADO NORMAL ESCALERA29.56M27.34216.976.99206.620.000.000.3510.346216.9704ACERO FY=4,200 KG/CM2 REND:300 KG/DIA574.78KG5.032,891.140.70402.354.222,425.570.1163.22582891.1434ALBAILERIAMURO DE LADRILLO DE ARCILLA KING KONG TIPO IVLADRILLO K.K. 9x13x24 cm.CABEZA NORMAL9.10M283.12756.3929.38267.3651.31466.922.4322.113756.392LADRILLO K.K. 9x13x24 cm.SOGA NORMAL323.60M248.5415,707.5417.305,598.2829.819,646.521.43462.74815707.544REVOQUES, ENLUCIDOS Y MOLDURASTARRAJEO PRIMARIO Y RAYADOTARRAJEO MUROS INTERIORES 1:4 e= 1.5 cm.597.53M214.598,717.9610.776,435.402.631,571.501.19711.06078717.9627TARRAJEO MUROS EXTERIORESTARRAJEO MUROS EXTERIORES 1:5 e= 1.5 cm.277.36M217.144,753.9511.483,184.092.34649.023.32920.83524753.9504TARRAJEO DE COLUMNASTARRAJEO MUROS Y PLACAS 1:4 e= 1.5 cm.86.98M216.041,395.1612.411,079.422.64229.630.9986.11021395.1592TARRAJEO DE VIGASTARRAJEO VIGAS 1:4 e= 1.5 cm.62.76M220.151,264.6116.151,013.572.71170.081.2980.96041264.614VESTIDURA DE DERRAMESDERRAME DE VANOS 1:4 a= 15 cm.149.79ML12.631,891.8511.341,698.620.72107.850.5785.38031891.8477CIELORASOSCIELORASO CON MEZCLACIELORASO CON MEZCLA C:A 1:5 CON CINTAS E=1.5 CM215.09M222.194,772.8518.073,886.683.58770.020.54116.14864772.8471PISOS Y PAVIMENTOSCONTRAPISOSCONTRAPISO FROTACHADO 1:4 e= 4 cm.225.31M219.554,404.8111.702,636.137.271,638.000.58130.67984404.8105REVESTIMIENTOSREVESTIMIENTO DE GRADAS Y ESCALERASFORJADO DE PASOS Y CONTRAPASOS22.00ML43.26951.7237.12816.644.2894.161.8640.92951.72INSTALACIONES SANITARIASINSTALACIONES ELECTRICASCOSTO DIRECTO200,799.60Gastos Generales 10%20,079.96IGV 12%26,505.55TOTAL GENERAL247,385.11