Presupuesto Casco Rev 00
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ASOCIACION OBREROS DE SAN JOSE PRESUPUESTO CONSTRUCCION DE 157.00 M2 CLIENTE CENTRO PARROQUIAL JESUS RESUCITADO RESPONSABLE CONSTRUYE ASOCIACION OBREROS DE SAN JOSE FECHA SEPTIEMBRE 2009 DESCRIPCION ANALISIS MET UNID CU IMPOR MO TOTAL MAT TOTAL H Y E S/. H Y E TOTAL ESTRUCTURAS MOVIMIENTO DE TIERRAS LIMPIEZA Y NIVELACION LIMPIEZA DE TERRENO MANUAL 133.03 M2 2.48 329.91 2.36 313.95 0.00 0.00 0.12 S/.15.96 S/.329.91 TRAZADO Y REPLANTEO S/EQUIPO 133.03 M2 1.35 179.59 0.95 126.38 0.37 49.22 0.03 S/.3.99 S/.179.59 EXCAVACION PARA CIMIENTOS CORRIDOS EXCAVACION ZANJAS P/CIMIENTOS MATERIAL SUELTO H=1.00 M 50.77 M3 25.34 1,286.51 24.13 1,225.08 0.00 0.00 1.21 S/.61.43 S/.1,286.51 EXCAVACION PARA ZAPATAS Y SIMILARES EXCAVACION ZAPATAS MATERIAL SUELTO H=1.40 M 108.45 M3 33.78 3,663.44 32.17 3,488.84 0.00 0.00 1.61 S/.174.60 S/.3,663.44 RELLENOS CON MATERIAL PROPIO RELLENO COMPACTADO A MANO - MAT. PROPIO 46.80 M3 14.20 664.56 13.79 645.37 0.00 0.00 0.41 S/.19.19 S/.664.56 REFINE, NIVELACIÓN Y COMPACTACIÓN DE TERRENO ELIMINACION MANUAL MATERIAL EXCEDENTE 156.45 M3 53.87 8,427.34 19.92 3,116.48 32.95 5,155.03 1.00 S/.155.82 S/.8,427.34 CONCRETO SIMPLE CIMIENTOS CORRIDOS CONCRETO CICLOPEO 1 10(CH)-30%PG-CIMIENTO CORRIDOS 16.00 M3 119.62 1,913.92 44.12 705.92 64.95 1,039.20 10.55 S/.168.80 S/.1,913.92 CALZADURA CONCRETO CICLOPEO 1 10(CH)-30%PG-CALZADURA 20.98 M3 119.62 2,509.63 44.12 925.64 64.95 1,362.65 10.55 S/.221.34 S/.2,509.63 ENCOFRADO CALZADURA 25.20 M2 33.01 831.85 20.98 528.70 10.99 276.95 1.04 S/.26.21 S/.831.85 DESENCOFRADO CALZADURA 25.20 M2 5.51 138.85 5.24 132.05 0.00 0.00 0.27 S/.6.80 S/.138.85 SOLADOS PARA ZAPATAS CONCRETO C H 1 10 E=2" - SOLADO 56.54 M2 17.39 983.23 11.03 623.64 3.73 210.89 2.63 S/.148.70 S/.983.23 SOBRECIMIENTOS CONCRETO 1 8 (C H) - 25% PM- SOBRECIMIENTOS 5.46 M3 182.85 998.36 91.91 501.83 70.81 386.62 20.13 S/.109.91 S/.998.36 ENCOFRADO NORMAL PARA SOBRECIMIENTOS 73.99 M2 26.22 1,940.02 10.49 776.16 15.42 1,140.93 0.31 S/.22.94 S/.1,940.02 DESENCOFRADO NORMAL PARA SOBRECIMIENTOS 73.99 M2 2.70 199.77 2.62 193.85 0.00 0.00 0.08 S/.5.92 S/.199.77 FALSO PISOS FALSOPISO DE 4" CON MEZC. 1.8 C H 113.70 M2 21.46 2,440.00 10.25 1,165.43 9.01 1,024.44 2.20 S/.250.14 S/.2,440.00 CONCRETO ARMADO ZAPATAS CONCRETO F C 210 KG/CM2 ZAPATA 8.40 M3 224.89 1,889.08 48.30 405.72 164.12 1,378.61 12.47 S/.104.75 S/.1,889.08 ACERO FY=4,200 KG/CM2 REND:300 KG/DIA 194.92 KG 5.03 980.45 0.70 136.44 4.22 822.56 0.11 S/.21.44 S/.980.45 MUROS, TABIQUES Y PLACAS CONCRETO F C 210 KG/CM2 TABIQUES Y PLACAS 2.86 M3 400.99 1,146.83 192.91 551.72 167.02 477.68 41.06 S/.117.43 S/.1,146.83 ENCOFRADO NORMAL TABIQUES Y PLACAS 25.23 M2 36.61 923.67 16.78 423.36 18.99 479.12 0.84 S/.21.19 S/.923.67 DESENCOFRADO NORMAL TABIQUES Y PLACAS 25.23 M2 4.41 111.26 4.20 105.97 0.00 0.00 0.21 S/.5.30 S/.111.26 ACERO FY=4,200 KG/CM2 REND:300 KG/DIA 505.40 KG 5.03 2,542.16 0.70 353.78 4.22 2,132.79 0.11 S/.55.59 S/.2,542.16 MUROS SOSTENIMIENTO CONCRETO F C 210 KG/CM2 MURO SONTENIMIENTO 53.99 M3 336.03 18,142.26 140.31 7,575.34 165.86 8,954.78 29.86 ### S/.18,142.26 ENCOFRADO NORMAL MURO DE SOSTENIMIENTO 205.01 M2 30.57 6,267.16 13.98 2,866.04 15.89 3,257.61 0.70 S/.143.51 S/.6,267.16 DESENCOFRADO NORMAL MURO DE SOSTENIMIENTO 205.01 M2 3.67 752.39 3.50 717.54 0.00 0.00 0.17 S/.34.85 S/.752.39 ACERO FY=4,200 KG/CM2 REND:300 KG/DIA 3511.34 KG 5.03 17,662.04 0.70 2,457.94 4.22 14,817.85 0.11 S/.386.25 S/.17,662.04 COLUMNAS CONCRETO F C 210 KG/CM2 COLUMNA 16.15 M3 353.33 5,706.28 154.32 2,492.27 166.16 2,683.48 32.85 S/.530.53 S/.5,706.28 ENCOFRADO NORMAL COLUMNA 143.76 M2 37.35 5,369.44 16.78 2,412.29 19.73 2,836.38 0.84 S/.120.76 S/.5,369.44 DESENCOFRADO NORMAL COLUMNA 143.76 M2 4.41 633.98 4.20 603.79 0.00 0.00 0.21 S/.30.19 S/.633.98 ACERO FY=4,200 KG/CM2 REND:300 KG/DIA 4002.72 KG 5.03 20,133.68 0.70 2,801.90 4.22 16,891.48 0.11 S/.440.30 S/.20,133.68 VIGAS, DINTELES Y SOLERAS CONCRETO F°C 210 KG/CM2 VIGA 12.60 M3 258.04 3,251.30 77.16 972.22 164.46 2,072.20 16.42 S/.206.89 S/.3,251.30 ENCOFRADO NORMAL VIGAS RECTAS 105.90 M2 42.75 4,527.23 17.85 1,890.32 24.01 2,542.66 0.89 S/.94.25 S/.4,527.23 DESENCOFRADO NORMAL VIGAS RECTAS 105.90 M2 4.69 496.67 4.46 472.31 0.00 0.00 0.23 S/.24.36 S/.496.67 ACERO FY=4,200 KG/CM2 REND:300 KG/DIA 2577.12 KG 5.03 12,962.91 0.70 1,803.98 4.22 10,875.45 0.11 S/.283.48 S/.12,962.91 LOSAS MACIZAS CONCRETO F°C 210 KG/CM2 LOSA MACIZA 1.42 M3 258.04 366.42 77.16 109.57 164.46 233.53 16.42 S/.23.32 S/.366.42 ENCOFRADO NORMAL LOSA MACIZA 7.08 M2 32.78 232.08 13.98 98.98 18.10 128.15 0.70 S/.4.96 S/.232.08 DESENCOFRADO NORMAL LOSA MACIZA 7.08 M2 3.67 25.98 3.50 24.78 0.00 0.00 0.17 S/.1.20 S/.25.98 ACERO FY=4,200 KG/CM2 REND:300 KG/DIA 67.22 KG 5.03 338.12 0.70 47.05 4.22 283.67 0.11 S/.7.39 S/.338.12 LOSAS ALIGERADAS CONCRETO F°C 210 KG/CM2 LOSA ALIGERADA 16.56 M3 242.90 4,022.42 65.46 1,084.02 164.12 2,717.83 13.32 S/.220.58 S/.4,022.42 LADRILLO ARCILLA PARA TECHO 15X30X30 CM 1600.00 PZA 2.27 3,632.00 0.55 880.00 1.70 2,720.00 0.02 S/.32.00 S/.3,632.00 ENCOFRADO NORMAL LOSA ALIGERADA 191.98 M2 27.34 5,248.73 11.18 2,146.34 15.60 2,994.89 0.56 S/.107.51 S/.5,248.73 DESENCOFRADO NORMAL LOSA ALIGERADA 191.98 M2 2.94 564.42 2.80 537.54 0.00 0.00 0.14 S/.26.88 S/.564.42 ACERO FY=4,200 KG/CM2 REND:300 KG/DIA 1043.16 KG 5.03 5,247.09 0.70 730.21 4.22 4,402.14 0.11 S/.114.75 S/.5,247.09 ESCALERAS CONCRETO F°C 210 KG/CM2 ESCALERA 4.90 M3 363.08 1,779.09 163.61 801.69 166.16 814.18 33.31 S/.163.22 S/.1,779.09 ENCOFRADO NORMAL ESCALERA 29.56 M2 54.55 1,612.50 27.97 826.79 25.18 744.32 1.40 S/.41.38 S/.1,612.50 DESENCOFRADO NORMAL ESCALERA 29.56 M2 7.34 216.97 6.99 206.62 0.00 0.00 0.35 S/.10.35 S/.216.97
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EJEMPLO PRESUPUESTO
Transcript of Presupuesto Casco Rev 00
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
