metrado estructuras orq

RESUMEN ESTRUCTURASPRESUPUESTO "RESIDENCIAL LAS ORQUIDEAS"

PROPIETARIO: P&G GROUP SACAREA TECHADA4,897.14DIRECCION: AV. METROPOLITANA 2 MZ D LOTE 9A TRUJILLO LA LIBERTAD

ITEMSDESCRIPCIONUNIDM.OMATMETRADOPRECIOPARCIALSUB TOTALTOTAL01.00.00ESTRUCTURASERROR:#REF!01.01.00INSTALACIONES PROVISIONALES5,100.0001.01.01CASETA DE VIGILANCIA GLB1.001,050.001,050.0001.01.02SERVICIOS HIGIENICOS PROVISIONALESGLB1.001,400.001,400.0001.01.03INSTALACION TRIFASICA PROVISIONALGLB1.001,600.001,600.0001.01.04ALMACEN DE OBRAGLB1.001,050.001,050.005,100.0001.02.00OBRAS PRELIMINARES24,737.5001.02.01TRAZO Y REPLANTEOM2600.002.201,320.0001.02.02CERCO PROVISIONAL DE OBRA ML180.0032.005,760.0001.02.03CONSTRUCCION DE CALZADURASM250.00183.159,157.5001.02.04EQUIPOS DE SEGURIDAD Y PROTECCION GLB1.008,500.008,500.0024,737.5001.03.00MOVIMIENTO DE TIERRAS56,243.5101.03.01LIMPIEZA PERMANENTE DE OBRAMES12.00750.009,000.0001.03.02EXCAVACION PARA ZAPATAS Y PLATEA DE CIMENTACIONM31,686.114.207,081.6401.03.03EXCAVACION PARA CISTERNAM3183.114.20769.0801.03.04RELLENO COMPACTADO CON MATERIAL DE PRESTAMO (HORMIGON )M3288.8124.006,931.4501.03.05ELIMINACION CON TRANSPORTE (CARGUIO CON MAQUINA) 150 M3/DIAM32,429.9911.4527,823.3301.03.06ELIMINACION DE DESMONTE PROVENIENTE DE LA CONSTRUCCIONM3300.0015.464,638.0056,243.5101.04.00CONCRETO SIMPLE1,471.0901.04.01SOLADO PARA ZAPATAS DE 3" MEZCLA 1:12 CEMENTO-HORMIGONM25.6912.4971.0901.04.03CONCRETO PARA VEREDAS E=12 CMS, EN INGRESO PEATONAL M240.0035.001,400.001,471.0901.05.00CONCRETO ARMADOERROR:#REF!01.05.01CIMENTACION - ZAPATAS Y VIGAS 92,855.8805.01.01.01ENCOFRADO Y DESENCOFRADOM397.7131.0012,329.1305.01.01.02CONCRETO F'C= 210 KG/CM2M3142.78355.0050,688.1805.01.01.03ACERO GRADO 60KG0.452.958,776.053.4029,838.5692,855.8801.05.02.00PLATEA DE CIMENTACION 163,497.1101.05.02.02CONCRETO EN PLATEA F'C= 210 KG/CM2M3240.00355.0085,200.0001.05.02.03ACERO GRADO 60KG0.452.9523,028.563.4078,297.11163,497.1101.05.03.00MUROS DE CONTENCION H=0.35mERROR:#REF!01.05.03.01CONCRETO EN MUROS DE CONTENCION F'C=210 KG/CM2M3112.71249.4228,112.2201.05.03.02ENCOFRADO Y DESENCOFRADO EN MUROS DE CONTENCIONM2370.1531.00ERROR:#REF!01.05.03.03ACERO GRADO 60KG0.452.958,100.553.4027,541.87ERROR:#REF!01.05.04.00C A ELEMENTOS VERTICALES - COLUMNAS Y PLACAS M3512.08CONCRETO F'C=350 KG/CM2SOTANOM35.461ER NIVELM35.862DO A 5TO NIVELM322.89CONCRETO F'C=280 KG/CM26TO A 8VO NIVELM316.22CONCRETO F'C=210 KG/CM2SOTANOM39.391ER NIVELM342.372DO A 5TO NIVELM3166.036TO A 8VO NIVELM3124.529NO NIVELM346.9210MO NIVELM324.0611VO NIVELM324.8912VO NIVELM323.4601.05.04.02ENCOFRADO Y DESENCOFRADO NORMAL EN COLUMNAS Y PLACAS4,744.07SOTANOM2185.2132.005,926.805,926.805,926.801ER NIVELM2436.5031.0013,531.42ERROR:#REF!2DO A 5TO NIVELM21,709.6431.0052,998.846TO A 8VO NIVELM21,278.4531.0039,631.952DO A 5TO NIVELM2426.1531.0013,210.6510MO NIVELM2235.4531.007,299.0111VO NIVELM2242.0531.007,503.4312VO NIVELM2230.6231.007,149.2801.05.04.03ACERO GRADO 60 EN COLUMNAS Y PLACAS91,582.80SOTANOKG0.452.953,726.973.4012,671.7012,671.7012,671.701ER A 3ER NIVELKG30,240.963.40102,819.27ERROR:#REF!4TO Y 5TO NIVELKG0.452.9515,384.553.4052,307.486TO A 9NO NIVELKG0.452.9528,677.533.4097,503.6010MO NIVELKG0.452.954,453.643.4015,142.3611VO NIVELKG0.452.954,858.433.4016,518.6612VO NIVELKG0.452.954,240.723.4014,418.4601.05.05.00CA ELEMENTOS HORIZONTALES - VIGASM3237.4801.05.05.01CONCRETO EN VIGAS F'C=210 KG/CM2SOTANOM324.710.000.000.001ER NIVELM322.640.002DO A 9NO NIVELM3166.130.0010MO A 11VO NIVELM324.000.0001.05.05.02ENCOFRADO Y DESENCOFRADO NORMAL EN VIGAS1,732.78SOTANOM155.0432.004,961.284,961.284,961.281ER NIVELM197.9731.006,137.07ERROR:#REF!2DO A 9NO NIVELM1,133.2031.0035,129.2010MO A 12VO NIVELM246.5731.007,643.6701.05.05.03ACERO GRADO 60 EN VIGAS53,529.78SOTANOKG0.452.954,498.263.4015,294.0915,294.0915,294.091ER NIVELKG4,563.373.4015,515.44ERROR:#REF!2DO A 9NO NIVELKG0.452.9535,871.603.40121,963.4510MO A 12VO NIVELKG0.452.958,596.553.4029,228.2601.06.00LOSA ALIGERADA H=0.20 - H= 0.25 MM3327.1023,956.2601.06.01CONCRETO EN LOSAS ALIGERADAS F'C=210 KG/CM20.00SOTANOM338.830.000.001ER A 9NO NIVELM3257.540.00ERROR:#REF!10MO A 11VO NIVELM330.720.0001.06.02ENCOFRADO Y DESENCOFRADO NORMAL EN LOSAS ALIGERADAS3,675.58SOTANOM2431.4331.0013,374.3313,374.3313,374.331ER A 9NO NIVELM22,784.5131.00ERROR:#REF!ERROR:#REF!10MO A 11VO NIVELM2341.3831.0010,582.7801.06.03ACERO GRADO 60 EN LOSAS ALIGERADAS28,104.53SOTANOKG3,112.333.4010,581.9310,581.9310,581.931ER NIVELKG2,681.793.40ERROR:#REF!ERROR:#REF!2DO A 9NO NIVELKG0.452.9518,566.673.4063,126.6910MO A 12VO NIVELKG0.452.953,743.743.4012,728.7001.07.00LADRILLO HUECO DE ARCILLA 12X30X30 CM PARA TECHO ALIGERADOERROR:#REF!ERROR:#REF!SOTANOM2ERROR:#REF!2.67ERROR:#REF!ERROR:#REF!ERROR:#REF!1ER A 9NO NIVELM2ERROR:#REF!2.67ERROR:#REF!ERROR:#REF!10MO A 11VO NIVELM2ERROR:#REF!2.67ERROR:#REF!01.08.00LOSA MACIZA H=0.20 MM3132.92ERROR:#REF!01.08.01CONCRETO EN LOSAS MACIZAS F'C=210 KG/CM2SOTANOM35.201ER A 9NO NIVELM3112.1210MO A 12VO NIVELM315.6001.08.02ENCOFRADO Y DESENCOFRADO NORMAL EN LOSAS MACIZASM2664.6131.0020,602.91SOTANO26.001ER A 9NO NIVEL560.6110MO A 12VO NIVEL78.0001.08.03ACERO GRADO 60 EN LOSAS MACIZASKG5,416.30ERROR:#REF!ERROR:#REF!ERROR:#REF!SOTANO166.751ER NIVEL527.702DO A 9NO NIVEL4,221.6110MO A 12VO NIVEL500.2401.09.00CISTERNA ABASTECIMEINTO Y CONTRA INCENDIO36,009.9036,009.9001.09.01SOLADO PARA CISTERNAM270.5812.00846.9601.09.02DADOS DE CONCRETO UND400.000.50200.0001.09.03CONCRETO EN CISTERNA SUBTERRANEA F'C=210 KG/CM2M336.66355.0013,013.5901.09.04ENCOFRADO Y DESENCOFRADO NORMAL EN CISTERNA SUBTERRANEAM2258.3232.008,266.1101.09.05ACERO GRADO 60 EN CISTERNA SUBTERRANEAKG3,686.863.4012,535.3101.09.06TARRAJEO EN CISTERNA CON IMPERMEABILIZANTEM249.9123.001,147.9336,009.9001.10.00ESCALERAS 82,137.2001.10.01CONCRETO EN ESCALERAS F'C=210 KG/CM2M3139.39359.0050,041.7301.10.02ENCOFRADO Y DESENCOFRADO NORMAL EN ESCALERASUND12.0032.00384.0001.10.03ACERO GRADO 60 EN ESCALERASKG4,530.217.0031,711.4782,137.2001.11.00MUROS Y TABIQUES DE ALBAILERIA182,404.88182,404.8801.10.01MUROS DE LADRILLO KK DE ARCILLA DE SOGA C/M 1:4 X 1.5CM.M24,808.9937.93182,404.88182,404.8802.00.00ARQUITECTURA1,269,471.7102.01.00REVOQUES ENLUCIDOS Y MOLDURAS417,524.5802.01.01TARRAJEO EN EXTERIORES CON CEMENTO-ARENAM21,431.0019.0027,189.0002.01.02TARRAJEO EN INTERIORES ACABADO CON CEMENTO-ARENAM29,682.6417.50169,446.2002.01.03TARREJEO DE PLACAS Y COLUMNASM23,756.0016.5061,974.0002.01.04TARRAJEO DE VIGASML1,732.7816.0027,724.4802.01.05VESTIDURA DE DERRAMES ML4,393.9514.8065,030.4602.01.06CIELORRASOS CON MEZCLA DE CEMENTO-ARENAM23,675.5818.0066,160.44417,524.5802.02.00PISOS Y PAVIMENTOS236,628.4602.02.00CONTRAPISO DE 48 MM.M24,559.8515.0368,534.5502.02.01PISO CERAMICO ANTIDESLIZANTEM21,431.9541.0058,709.9502.02.02PISO LAMINADO ESPESOR 6MMM22,371.2240.3595,678.7302.02.03PISOS DE CEMENTO PULIDO M2557.3524.5913,705.24236,628.4602.03.00REVESTIMIENTOS DE ESCALERAS6,076.8002.03.01REVESTIMIENTO DE PASOS Y CONTRAPASOS CON CERAMICOM2126.6048.006,076.806,076.8002.04.00ZOCALOS, CONTRAZOCALOS Y ENCHAPES108,554.5702.04.01CONTRAZOCALO DE CERAMICOML3,523.1114.3450,521.4002.04.02ZOCALO DE CERAMICO EN SSHH Y COCINAM21,636.1235.4758,033.18108,554.5702.05.00CARPINTERIA DE MADERA Y MELAMINE136,425.0002.05.01SUMINIS/INSTALAC. PUERTAS EXTERIORES TORNILLO UND43.00650.0027,950.0002.05.02SUMINIS./INSTALAC. PUERTAS INTERIORES CONTRAPLACADAUND269.00265.0071,285.0002.05.03SUMINIS./INSTAL. DE REPOSTEROS BAJOS EN COCINASUND41.00850.0034,850.0002.05.04SUMINIS/INSTAL DE MUEBLE EN LOBBY / RECEPCIONUND1.002,340.002,340.00136,425.0002.06.00VIDRIOS, CRISTALES Y SIMILARES71,883.7202.06.01SUMIN./INSTALAC. DE VIDRIO DE 6mm EN VENTANAS SIST. DIRECTOM2571.0864.0036,549.1202.06.02SUMIN./INSTALAC. DE VIDRIO DE 6mm EN VENTANAS ALTAS SIST. DIRECTOM275.2056.004,211.2002.06.03SUMIN./INSTALAC. DE VIDRIO DE 8mm EN MAMPARAS SIST. DIRECTOM2282.94110.0031,123.4071,883.7202.07.00CERRAJERIA60,861.8002.07.01BISAGRA CAPUCHINA DE 3" X 3"PZA741.001.511,118.9102.07.02BISAGRA CAPUCHINA DE 4" X 3" PZA172.002.45421.4002.07.03BISAGRA VAIVEN PARA PUERTAS DE COCINAPZA22.0032.00704.0002.07.04CERRADURA PARA PUERTA PRINCIPAL PESADAPZA42.0052.002,184.0002.07.05CERRADURA PARA PUERTAS INTERIORESPZA269.0011.213,015.4902.07.06SUM/IN./INSTALAC. DE PUERTAS CORTAFUEGO EN ESC. DE EVACUACIONPZA26.00435.0011,310.0002.07.07SUMIN./INSTALAC. DE PUERTAS METALICAS EN COCHERA E INGRESO A SOTANOPZA5.002,750.0013,750.0002.07.08SUMIN./INSTALAC.DE REJILLAS PARA DUCTOS DE EVAC.DE HUMO (SOTANO)PZA3.00850.002,550.0002.07.09SUMINISTRO E INSTALACION DE BARANDAS PARA BALCONES TORRE EXTERIORML74.00110.008,140.0002.07.10SUMIN/INSTAL BARANDA METALICA EN ESCALERASML97.80110.0010,758.0002.07.11SUMIN/INSTAL BARANDA METALICAS EN SALA COMEDOR TORRE INTERIORML35.00110.003,850.0002.07.12SUMINISTRO E INSTALACION DE REJILLAS PARA BOMBAS SUMERGIBLESUND1.00120.00120.0002.07.13SUMINISTRO E INSTALACION DE PUERTA EN ESCOTILLA DE ASCENSORUND1.00230.00230.0002.07.14SUMINISTRO E INSTALACION DE ESCALERA DE GATO EN CISTERNA Y ASCENSORUND1.00310.00310.0002.07.15SUMINSITRO E INSTALACION DE PUERTA METALICA EN CUARTO DE MAQUINASUND1.00650.00650.0002.07.16SUMINSITRO E INSTALACION DE CHAPAS EN PUERTAS METALICASGLB5.00110.00550.0002.07.17SUMINSITRO E INSTALACION DE BARANDAS METALICAS EN TANQUE ELEVADOGLB1.001,200.001,200.0060,861.8002.08.00PINTURA73,750.7702.08.01PINTURA LATEX 2 MANOS EN VIGAS COLUMNAS Y DERRAMESM25,108.206.1531,415.4602.08.02PINTURA LATEX 2 MANOS EN CIELO RASO M23,675.584.3415,952.0202.08.03PINTURA LATEX EN MUROS INTERIORM29,682.644.98310.0002.08.04PINTURA LATEX EN FACHADAM21,431.004.496,425.1902.08.05PINTURA EN CARPINTERIA DE MADERAM21,151.433.213,696.0902.08.06PINTURA BASE EN LATERALESM21,212.982.9815,952.0273,750.7702.09.00VARIOS157,766.0002.09.01SUMINISTRO E INSTALACION DE ASCENSOR 12 PARADAS 6 PAX IMPORTADOGLB1.00135,966.00135,966.0002.09.02EQUIPAMIENTO DE LOBBY Y HALL DE RECEPCION (MOBILIARIO)GLB1.008,500.008,500.0002.09.03EQUIPAMIENTO DE AREA SOCIAL Y PARRILLA (GRASS SINTETICO Y ACCESORIOS)GLB1.009,800.009,800.0002.09.04PORTERO Y CERCO ELECTRICO GLB1.003,500.003,500.00157,766.0003.00.00INSTALACIONES SANITARIAS165,456.2303.01.00APARATOS Y ACCESORIOS SANITARIOS36,558.4403.01.01INODORO ECONOMICOPZA118.0078.009,204.0003.01.02LAVATORIO DE PARED BLANCO 1 LLAVEPZA118.0052.006,136.0003.01.03LAVADERO DE COCINA DE ACERO INOXIDABLEPZA41.0061.002,501.0003.01.04LLAVE MEZCLADORA DE 1/2" PARA LAVATORIOPZA118.0047.005,546.0003.01.05LLAVE MEZCLADORA Y DUCHA CROMADA 1/2"PZA80.0074.005,920.0003.01.06LLAVE PARA LAVAPLATOS 1/2"PZA41.00102.004,182.0003.01.07SUMIDEROS DE 2"PZA199.006.881,369.1203.01.08SUMIDEROS DE 2"62.0003.01.09SUMIDEROS DE 4"6.0003.01.10REGISTROS DE BRONCE CROMADO DE 2"PZA62.006.88426.5603.01.11REGISTROS DE BRONCE CROMADO DE 3"PZA19.008.38159.2203.01.12REGISTROS DE BRONCE CROMADO DE 4"PZA133.008.381,114.5436,558.4403.01.13REGISTROS DE BRONCE CROMADO DE 6"PZA3.0003.01.14SOMBREROS DE VENTILACION DE 2"PZA20.0003.01.15TAPONES PARA RED COLECTORA DE 4"PZA18.0003.01.16TAPONES PARA RED COLECTORA DE 6"PZA7.0003.01.17CANALETAS PARA DESAGUE SOTANOPZA11.0003.02.00SISTEMA DE AGUA FRIA Y CALIENTE57,786.8303.02.01SALIDA DE AGUA FRIA CON TUBERIA DE PVC-SAP 1/2"PTO449.0026.0011,674.0003.02.02SALIDA DE AGUA CALIENTE CON TUBERIA CPVCPTO229.0029.006,641.0003.02.03RED DE DISTRIBUCION TUBERIA DE 1/2" PVC-SAPML1,354.645.217,057.6703.02.04RED DE DISTRIBUCION TUBERIA DE 3/4" PVC-SAPML1,486.207.1210,581.7403.02.05TUBERIA IMPULSION DE 2 1/2" PVC-SAPML40.0003.02.06TUBERIA DE ALIMENTACION DE 1 1/2" PVC-SAPML15.009.23138.4503.02.07TUBERIA DE ALIMENTACION DE 3" PVC-SAPML21.0003.02.08RED DE DISTRIBUCION DE AGUA CALIENTE TUB. CPVC D=1/2"ML1,189.009.1210,843.6803.02.09EQUIPO DE BOMBEO 3 ELECTROBOMBAS DE 2.5HPUND2.002,240.004,480.0003.02.10VALVULAS DE COMPUERTA DE BRONCE DE 1/2"PZA346.0017.005,882.0003.02.11VALVULAS DE COMPUERTA DE BRONCE DE 1 1/2"PZA1.0033.0033.0003.02.12VALVULAS DE COMPUERTA DE BRONCE DE 2"PZA2.0048.0096.0003.02.13VALVULAS DE COMPUERTA DE BRONCE DE 2 1/2"PZA2.0065.34130.6803.02.14VALVULAS FLOTADORA DE BRONCE DE 1 1/2"PZA2.0034.0068.0003.02.15REBOSE DE CISTERNA Y TANQUE ELEVADOUND5.0032.12160.6057,786.8303.03.00SISTEMA DE DESAGUE21,797.4603.03.01SALIDAS DE PVC SAL PARA DESAGUE DE 2"PTO443.0021.009,303.0003.03.02SALIDAS DE PVC SAL PARA DESAGUE DE 3"PTO62.0003.03.03SALIDAS DE PVC SAL PARA DESAGUE DE 4"PTO124.0032.003,968.0003.03.04SALIDAS DE PVC SAL PARA VENTILACION DE 2"PTO20.0003.03.05TUBERIA DE PVC SAL 2"ML1,091.803.543,864.9703.03.06TUBERIA DE PVC SAL 3"ML74.6003.03.07TUBERIA DE PVC SAL 4"ML529.404.522,392.8903.03.08RED COLECTORA CON TUBERIA 4"ML90.0011.10999.0003.03.09RED COLECTORA CON TUBERIA 6"ML56.0017.10957.6003.03.10CAJA DE REGISTRO DE DESAGUE 24" X 24"PZA2.00156.00312.0021,797.4603.04.00SISTEMA CONTRA INCENDIO38,181.5003.04.01SUMINISTRO Y MONTAJE TUBERIA CEDULA 40 DE 4"ML41.04209.008,577.3603.04.02SUMINISTRO Y MONTAJE TUBERIA CEDULA 40 DE 3"ML27.2156.401,534.6403.04.03SUMINISTRO Y MONTAJE TUBERIA CEDULA 40 DE 2"ML9.0003.04.04SUMINISTRO Y MONTAJE TUBERIA CEDULA 40 DE 11/2"ML50.6203.04.05SUMINISTRO Y MONTAJE TUBERIA CEDULA 40 DE 11/4"ML10.3403.04.06SUMINISTRO Y MONTAJE TUBERIA CEDULA 40 DE 1"ML22.8403.04.07SUMIN/INST GAB. CONTRA INCENDIO 0.60X0.60X0.18 COMPLETOS PARA ADOSARPZA13.001,120.0014,560.0003.04.08SENSORES DE HUMOPZA75.0012.26919.5003.04.09SENSORES DE TEMPERATURAPZA41.0003.04.10BOMBA JOCKEY 5HPPZA1.002,340.002,340.0003.04.11SUMIN/INST BOMBA PRESION CONSTANTE 90 HPPZA2.003,900.007,800.0003.04.12ACCESORIOS PARA INSTALACION DE BOMBAS GLB1.001,240.001,240.0003.04.13SUMINI/INST VALVULAS SIAMESA PARA SCIPZA1.001,210.001,210.0038,181.5003.04.14ROCIADORES DE AGUAPZA26.0003.04.15EXTINTORES CONTRA INCENDIOSUND17.0003.04.16CENTRAL DE ALARMA CONTRAINCENDIOUND1.0003.05.00SISTEMA DE BOMBEO AGUA - ELECTROBOMBAS11,132.0003.05.01TANQUE ELEVADO ROTOPLAST 2500 LITROS PZA4.00980.003,920.0003.05.02VALVULA COMPUERTA SADVIK 11/2"PZA42.0031.001,302.0003.05.03MEDIDORES DE AGUA EN TANQUE ELEVADOPZA42.0075.003,150.0003.05.05BOMBA SUMERGIBLE 5HP - BOMBEO AGUA RESIDUAL - SOTANOPZA1.001,860.001,860.0003.05.06ACCESORIOS PARA INSTALACION GLB1.00900.00900.0011,132.0004.00.00INSTALACIONES ELECTRICASERROR:#REF!04.01.00SALIDAS ELECTRICAS90,472.1904.01.01SALIDA DE TECHO (ILUMINACION) CON PVCPTO778.0046.3436,052.5204.01.02SALIDA DE TECHO (DICROICO) PTO120.0004.01.03SALIDA DE PARED (BRAQUETES) CON PVCPTO27.0051.211,382.6704.01.04SALIDA PARA TOMACORRIENTE BIPOLAR DOBLE CON PVC CON PTA. ATIERRAPTO747.0071.0053,037.0090,472.1904.01.05SALIDA DE LUZ DE EMERGENCIAPTO24.0004.02.00SALIDAS DERIVADAS DE CARGAS ELECTRICAS3,024.0004.02.01SALIDA PARA THERMA CON PVCPTO41.0072.002,952.0004.02.02SALIDA PARA CONTROL DE BOMBA TBCI 3 - 6 mm2 LSOH + 1 - 6 mm2 LSOH(N) + 1 - 6 mm2 LSOH(T), 25mm PVC - PPTO1.0004.02.03SALIDA PARA CONTROL DE BOMBA TBA 2 x 2,5 mm2 LSOH 15 mm PVC - PPTO1.0004.02.04SALIDA PARA CONTROL DE BOMBA TBS 2 x 4 mm2 LSOH + 1 x 4 mm2 LSOH(T) 15 mm PVC - PPTO1.0072.0072.003,024.0004.03.00CABLEADO ELECTRICO04.03.01TUBERIA PVC SAP 20mm LUZ EMERGENCIAM364.4304.03.02TUBERIA PVC SAP 20mm SENSORES DE HUMOM682.8904.03.03ALIMENTADOR PARA TSG 3- 16 mm2 LSOH + 1 - 16 mm2 LSOH(N) + 1 - 16 mm2 LSOH(T), 25mm PVC-PM29.9504.03.04ALIMENTADOR PARA TB 3- 16 mm2 LSOH + 1 - 16 mm2 LSOH(N) + 1 - 16 mm2 LSOH(T), 25mm PVC-PM35.5004.03.05ALIMENTADOR PARA TG-1 AL TG-11 2 x 6 mm2 LSOH + 1 x 6 mm2 LSOH(T) 25 mm PVC - PM461.6304.03.06ALIMENTADOR PARA TG-12 AL TG-39.1 2 x 10 mm2 LSOH + 1 x 10 mm2 LSOH(T) 25 mm PVC - PM1673.104.03.07CONDUCTOR DE TV CABLE Conductor RG - 11, Impedancia 75 Ohmios, AtenuacinM1,385.9404.03.08CONDUCTOR DE TELEFONO DWT 2x1 mm2 M1,529.4404.03.09CONDUCTOR DE INTERCOMUNICADORES Tipo MT-3x0.90 mm2 M1,133.0004.03.00TABLEROS Y LLAVESERROR:#REF!04.03.01TABLERO ELECTRICO GAB. PVC P/DISTRIBUCION TSG TRIFASICOUND1.002,104.902,104.9004.03.02TABLERO ELECTRICO GAB. PVC P/DISTRIBUCION TB TRIFASICO 18 POLOSUND1.00590.00590.0004.03.03TABLERO ELECTRICO GAB. PVC P/DISTRIBUCION TG-1 AL TS-39.1 MONOFASICO 12 POLOSUND41.00350.0014,350.0004.04.00CAJAS DE PASODE FG 04.04.01CAJA DE FG 350x350x100mmUND13.0013.0004.04.02CAJA DE FG 200x200x100mmUND27.0027.0004.04.03CAJA DE FG 150x150x100mmUND12.0012.0004.05.00SALIDAS PARA COMUNICACIONES Y SEALES19,167.0904.05.01SALIDA PARA TELEFONO CON PVCPTO82.0061.245,021.6804.05.02SALIDA PARA INTERCOMUNICADORESPTO41.0069.012,829.4104.05.03SALIDA PARA TV-CABLEPTO164.0069.0011,316.0019,167.0904.06.00CONEXIONES A RED EXTERNA Y MEDIDORES74,600.0004.06.01ACOMETIDA 3 x 50 mm2 N2XOH + 1 x 50 mm2 N2XOH (N) en tubo de 100 mm FGM60.00150.009,000.0004.06.02POZO CON CONEXION PUESTA A TIERRAGLB4.0012,500.0050,000.0004.06.03ACOMETIDA PARA POZO A TIERRA 1 - 50 mm2 Cu desnudo, tubo PVC SAP 40mmM15.001,040.0015,600.0074,600.0004.07.00EQUIPOS DE ILUMINACION Y COMUNICACIN5,886.2204.07.01BRAQUETE DE PARED PARA ILUMINACION DE HALL Y PASILLOSUND27.0043.211,166.6704.07.02FOCO AHORRADOR 25WATTSUND365.005.441,985.6004.07.03INTERCOMUNICADOR 44 PUNTOS INCLUYE FUENTE Y TELEFONOS UND1.002,733.952,733.955,886.2204.07.04LAMPARAS DE EMRGENCIAUND24.00

COSTO DIRECTOGASTOS GENERALES (5%)UTILIDAD (0%)SUBTOTALIGV (18%)TOTAL PRESUPUESTOCOSTO TOTAL US$COSTO POR M2 DE CONSTRUCCIONT.C.2.82

P.M. LADRILLOPLANILLA DE METRADOS - ESTRUCTURAS

OBRA:EDIFICIO MULTIFAMILIAR RESIDENCIAL LAS ORQUIDEASUBICACION: MZ D LOTE 9A URB LAS ORQUIDEAS TRUJILLOPARTIDA: CONCRETO

ITEMDESCRIPCIONUNDCANT.# VECMEDIDASPARCIALTOTALVEC.LARGOANCHOALTOSOTANOM295.564,808.99177,932.521.003.062.658.111.000.342.650.901.001.982.655.251.001.682.654.451.001.692.654.481.002.702.657.161.000.632.651.671.002.472.656.551.002.312.656.121.001.832.654.851.002.612.656.921.000.732.651.931.002.002.655.301.001.392.653.681.002.802.657.421.000.782.652.071.000.612.651.621.001.652.654.371.002.002.655.301.002.802.657.42

1ER NIVELM2417.56ESTACIONAMIENTO Y HALL1.002.804.2511.901.002.804.2511.901.001.412.453.451.002.652.456.491.000.932.452.281.000.840.900.761.002.620.902.361.006.052.4514.821.002.832.456.931.000.852.452.081.004.132.4510.121.000.402.450.981.001.402.453.431.002.072.455.071.000.932.452.281.004.012.459.821.002.422.455.931.001.102.002.201.001.622.003.241.002.312.004.62

DEP 1011.001.052.452.571.003.020.902.721.001.892.454.631.001.032.452.521.001.742.454.261.001.192.002.381.001.500.901.351.000.932.452.281.001.322.453.231.000.452.451.101.001.242.453.041.000.752.451.841.001.642.454.021.000.902.452.211.001.772.454.341.000.802.451.961.001.920.901.731.001.900.901.711.001.200.901.081.003.302.006.601.004.552.009.10

DEP 1021.003.552.458.701.001.002.452.451.000.702.451.721.001.820.901.641.003.572.458.751.001.650.901.491.002.742.456.711.000.602.451.471.002.552.005.101.002.552.005.101.002.672.005.341.004.162.4510.191.001.652.454.041.000.602.451.471.001.322.453.231.000.692.451.691.001.002.452.451.001.172.452.871.001.380.901.241.001.592.453.901.002.322.455.681.001.052.452.571.001.652.454.041.000.602.451.471.001.500.901.351.002.502.456.131.001.172.002.341.001.172.002.341.000.922.452.251.004.312.4510.561.001.352.453.311.001.630.901.471.000.732.451.791.002.722.005.44

DEP 1031.003.702.459.071.001.002.452.451.002.230.902.011.000.702.451.721.002.742.456.711.000.602.451.471.001.650.901.491.002.772.005.541.002.722.005.441.004.172.4510.221.001.322.453.231.001.652.454.041.000.602.451.471.000.692.451.691.001.172.452.871.001.002.452.451.001.380.901.241.001.592.453.901.002.172.455.321.001.052.452.571.001.652.454.041.000.602.451.471.001.500.901.351.002.502.456.131.001.172.002.341.001.172.002.341.004.322.4510.581.001.630.901.471.000.732.451.791.001.352.453.311.000.922.452.25

2DO AL 9NO NIVELM23,520.98HALL1.001.622.003.241.002.312.004.621.001.652.403.961.002.952.407.081.000.762.401.82

DEP 2011.000.952.402.281.001.692.404.061.002.242.405.381.001.252.403.001.001.982.404.751.001.252.403.001.001.502.403.601.004.222.4010.131.001.350.901.221.002.100.901.891.006.162.4014.781.001.002.402.401.001.250.901.131.003.972.409.531.001.620.901.461.000.752.401.801.001.452.403.481.001.172.402.811.001.702.404.081.001.952.404.681.000.752.401.801.000.932.402.231.000.752.401.801.002.700.902.431.001.752.404.201.001.172.002.341.001.172.002.341.001.172.002.341.002.652.406.361.000.902.402.16

DEP 2021.001.082.402.591.000.392.000.781.001.760.901.581.000.742.401.781.001.552.403.721.003.332.407.991.001.202.402.881.001.402.403.361.004.872.4011.691.000.952.402.281.000.902.402.161.002.640.902.381.000.752.401.801.000.932.402.231.001.982.404.751.001.752.404.201.000.602.401.441.001.300.901.171.003.972.409.531.001.670.901.501.000.702.401.681.001.452.403.481.001.172.402.811.002.642.406.341.001.172.002.341.001.172.002.341.001.172.002.341.001.752.404.20

DEP 2031.003.652.408.761.002.000.901.801.001.002.402.401.001.820.901.641.000.702.401.681.003.542.408.501.002.150.901.941.003.050.902.751.001.502.403.601.004.162.409.981.001.332.403.191.001.652.403.961.000.752.401.801.001.842.404.421.001.182.402.831.001.380.901.241.001.052.402.521.001.500.901.351.001.592.403.821.002.322.405.571.001.652.403.961.000.752.401.801.002.502.406.001.001.182.002.361.001.182.002.361.004.312.4010.341.001.630.901.471.000.922.402.211.001.352.403.241.000.732.401.75

DEP 2041.003.802.409.121.002.150.901.941.003.050.902.751.002.000.901.801.001.002.402.401.002.230.902.011.000.702.401.681.001.502.403.601.004.162.409.981.001.332.403.191.001.652.403.961.000.752.401.801.001.380.901.241.001.842.404.421.001.172.402.811.001.592.403.821.002.322.405.571.001.052.402.521.001.500.901.351.001.652.403.961.000.752.401.801.002.502.406.001.001.172.002.341.001.172.002.341.004.312.4010.341.001.630.901.471.000.732.401.751.001.352.403.241.000.922.402.21

10MO NIVELM2373.19HALL1.001.622.003.241.002.312.004.621.001.652.403.961.002.952.407.081.000.762.401.82

DEP 2011.000.952.402.281.001.692.404.061.002.242.405.381.001.252.403.001.001.982.404.751.001.252.403.001.001.502.403.601.004.222.4010.131.001.350.901.221.002.100.901.891.006.162.4014.781.001.002.402.401.001.250.901.131.003.972.409.531.001.620.901.461.000.752.401.801.001.452.403.481.001.172.402.811.001.702.404.081.001.952.404.681.000.752.401.801.000.932.402.231.000.752.401.801.002.700.902.431.001.752.404.201.001.172.002.341.001.172.002.341.001.172.002.341.002.652.406.361.000.902.402.16

DEP 2021.001.082.402.591.000.392.000.781.001.760.901.581.000.742.401.781.001.552.403.721.003.332.407.991.001.202.402.881.001.402.403.361.004.872.4011.691.000.952.402.281.000.902.402.161.002.640.902.381.000.752.401.801.000.932.402.231.001.982.404.751.001.752.404.201.000.602.401.441.001.300.901.171.003.972.409.531.001.670.901.501.000.702.401.681.001.452.403.481.001.172.402.811.002.642.406.341.001.172.002.341.001.172.002.341.001.172.002.341.001.752.404.20

AREA SOCIAL

1.007.222.0014.441.0011.322.0022.641.001.380.901.241.001.380.901.241.000.400.900.361.006.132.0012.261.006.532.0013.061.006.942.0013.881.006.532.0013.061.006.132.0012.261.0011.322.0022.641.001.380.901.241.001.380.901.241.000.400.900.361.006.882.0013.76

11VO NIVELM2229.50HALL1.001.622.003.241.002.312.004.621.001.652.403.961.002.952.407.081.000.762.401.82

DEP 2011.000.952.402.281.001.692.404.061.002.242.405.381.001.252.403.001.001.982.404.751.001.252.403.001.001.502.403.601.004.222.4010.131.001.350.901.221.002.100.901.891.006.162.4014.781.001.002.402.401.001.250.901.131.003.972.409.531.001.620.901.461.000.752.401.801.001.452.403.481.001.172.402.811.001.702.404.081.001.952.404.681.000.752.401.801.000.932.402.231.000.752.401.801.002.700.902.431.001.752.404.201.001.172.002.341.001.172.002.341.001.172.002.341.002.652.406.361.000.902.402.16

DEP 2021.001.082.402.591.000.392.000.781.001.760.901.581.000.742.401.781.001.552.403.721.003.332.407.991.001.202.402.881.001.402.403.361.004.872.4011.691.000.952.402.281.000.902.402.161.002.640.902.381.000.752.401.801.000.932.402.231.001.982.404.751.001.752.404.201.000.602.401.441.001.300.901.171.003.972.409.531.001.670.901.501.000.702.401.681.001.452.403.481.001.172.402.811.002.642.406.341.001.172.002.341.001.172.002.341.001.172.002.341.001.752.404.20

12VO NIVELM2172.19HALL1.001.622.003.241.002.312.004.621.001.652.403.961.002.952.407.081.000.762.401.82

DEP 12011.001.122.402.691.005.782.4013.871.002.100.901.891.003.182.407.631.000.802.401.921.001.250.901.131.001.452.403.481.003.332.407.991.001.620.901.461.000.702.401.681.001.422.403.411.001.202.402.881.001.602.403.841.001.122.002.241.000.552.401.321.003.772.409.051.001.542.403.701.009.581.1010.541.001.932.404.63

DEP 12021.000.742.001.481.001.750.901.581.003.332.407.991.000.952.402.281.001.360.901.221.001.620.901.461.003.182.407.631.001.602.403.841.000.752.401.801.001.472.403.531.001.542.403.701.001.452.403.481.001.602.403.841.001.202.402.881.002.222.405.331.000.552.401.321.001.122.002.241.009.581.1010.54

P.M. CONCRETOPLANILLA DE METRADOS - ESTRUCTURAS

OBRA:EDIFICIO MULTIFAMILIAR RESIDENCIAL LAS ORQUIDEASUBICACION: MZ D LOTE 9A URB LAS ORQUIDEAS TRUJILLOPARTIDA: CONCRETO

ITEMDESCRIPCIONUNDCANT.# VECMEDIDASCONCRETO fc = 350 kg/cm2CONCRETO fc = 280 kg/cm2CONCRETO fc = 210 kg/cm2CONCRETO fc = 175 kg/cm2PARCIALTOTALVEC.LARGOANCHOALTOSOLADO ZAPATASM35.69C53.002.002.750.101.65C1- C22.002.002.980.101.19C1-C2-C31.0011.232.000.102.25EJE 6 ENTRE C Y D1.006.041.000.100.60ZAPATASM334.1534.1556.92155.676C53.002.002.750.609.9016.5C1- C22.002.002.980.607.1511.92C1-C2-C31.0011.232.000.6013.4822.46EJE 6 ENTRE C Y D1.006.041.000.603.626.04VIGAS DE CIMENTACIONM320.6320.6318.756EJE 3 ENTRE A Y B (VC1)3.002.700.401.103.563.24VC12.003.290.401.102.902.632VC11.002.960.401.101.301.184VC11.002.860.401.101.261.144VC11.004.080.401.101.801.632VC11.003.000.401.101.321.2VC12.001.650.401.101.451.32VC12.001.720.401.101.511.376VC23.004.190.401.105.535.028CIMIENTOS CORRIDOSM388.0088.0080.00EJE 1 ENTRE A Y F2.0030.000.801.1052.8048.00EJE F ENTRE 1 Y 72.0020.000.801.1035.2032.00LOZA DE CIMENTACIONM3240.001.0020.0030.000.40240.00MUROS DE CONTENCIONM3112.71EJE 1 ENTRE A Y F2.0020.000.352.8539.90EJE F ENTRE 1 Y 72.0030.000.352.8559.85EJE 6 ENTRE C Y F1.0018.190.252.8512.96COLUMNAS Y PLACASM3SOTANO5.469.3914.86512.08C53.001.000.252.351.76C41.001.000.252.350.59C34.000.800.252.351.88C23.001.000.252.351.76C13.000.700.252.351.23PLACA ESCALERA1.0013.800.152.655.49PLACA ASCENSOR1.005.900.252.653.911ER NIVEL5.8642.3748.23C52.000.400.502.150.86C41.001.000.252.150.54C34.000.800.252.151.72C23.001.000.252.151.61C13.000.700.252.151.13P12.009.220.252.4511.29P22.0018.280.252.4522.39PLACA ESCALERA1.0013.800.152.455.07PLACA ASCENSOR1.005.900.252.453.612DO A 5TO NIVEL22.89166.03188.92C542.000.400.502.103.36C441.001.000.252.102.10C344.000.800.252.106.72C243.001.000.252.106.30C143.000.700.252.104.41P142.009.220.252.4044.26P242.0018.280.252.4087.74PLACA ESCALERA41.0013.800.152.4019.87PLACA ASCENSOR41.005.900.252.4014.166TO A 8VO NIVEL16.22124.52140.75C532.000.250.502.101.58C431.001.000.252.101.58C334.000.800.252.105.04C233.001.000.252.104.73C133.000.700.252.103.31P132.009.220.252.4033.19P232.0018.280.252.4065.81PLACA ESCALERA31.0013.800.152.4014.90PLACA ASCENSOR31.005.900.252.4010.629NO NIVEL46.9246.92C52.000.250.502.100.53C41.001.000.252.100.53C34.000.800.252.101.68C23.001.000.252.101.58C13.000.700.252.101.10P12.009.220.252.4011.06P22.0018.280.252.4021.94PLACA ESCALERA1.0013.800.152.404.97PLACA ASCENSOR1.005.900.252.403.5410MO NIVEL24.0624.06COLUMNA1.000.250.252.100.13C34.000.800.252.101.68C23.001.000.252.101.58C13.000.700.252.101.10P12.009.220.252.4011.06PLACA ESCALERA1.0013.800.152.404.97PLACA ASCENSOR1.005.900.252.403.5411VO NIVEL24.8924.89COLUMNA1.000.250.252.100.13C34.000.800.252.101.68C22.001.600.252.101.68C2A1.001.370.252.100.72C13.000.700.252.101.10P12.009.220.252.4011.06PLACA ESCALERA1.0013.800.152.404.97PLACA ASCENSOR1.005.900.252.403.5412VO NIVEL23.4623.46COLUMNA1.000.250.252.100.13C34.000.800.252.101.68C22.000.500.252.100.53C2A1.000.850.252.100.45C13.000.700.252.101.10P12.009.220.252.4011.06PLACA ESCALERA1.0013.800.152.404.97PLACA ASCENSOR1.005.900.252.403.54VIGAS Y DINTELESSOTANO24.71247.63EJE A ENTRE 3 Y 41.004.560.250.500.57EJE B ENTRE 1 Y 72.0019.450.250.504.86EJE ENTRE C Y D ENTRE 1 Y 71.005.600.250.500.701.003.900.250.500.491.002.600.150.500.20EJE D ENTRE 1 Y 61.0015.300.350.502.68EJE E ENTRE 1 Y 61.0015.300.250.501.91EJE 2 ENTRE D Y F1.003.200.250.500.401.008.030.250.501.00EJE 4 ENTRE D Y F1.003.200.250.500.401.008.030.250.501.00EJE 3 ENTRE A Y C3.0011.170.400.506.70EJE ENTRE 2 Y 4 ENTRE C Y D1.0012.910.250.501.61VIGAS CHATAS1.001.320.200.261.001.280.200.261.000.840.200.171.001.560.200.311.001.540.200.311.002.200.200.441.002.180.200.441ER NIVEL22.64EJE B ENTRE 1 Y 71.0013.220.250.501.65EJE ENTRE B Y C ENTRE 3 Y 51.006.940.350.501.21EJE C ENTRE 1 Y 71.0019.450.250.502.43EJE ENTRE C Y D ENTRE 1 Y 71.002.600.150.500.20EJE D ENTRE 1 Y 71.0019.450.250.502.43EJE F ENTRE 1 Y 71.0019.450.250.502.43EJE 2 ENTRE D Y F1.008.430.250.501.05EJE 4 ENTRE D Y F1.008.430.300.501.26EJE 6 ENTRE D Y F1.008.430.250.501.05EJE 3 ENTRE A Y C2.0011.170.250.502.79EJE ENTRE 2 Y 4 ENTRE C Y D1.0012.910.250.501.61VIGUETAS6.180.200.200.256.180.150.200.195.340.150.200.166.250.200.200.256.250.150.200.194.800.150.200.146.260.200.200.253.360.150.200.100.830.150.200.026.820.150.200.204.050.150.200.12VIGAS CHATAS1.001.940.200.391.001.940.200.391.001.900.200.381.002.730.200.551.002.700.200.541.001.950.200.392DO A 9NO NIVEL166.1372.54EJE B ENTRE 1 Y 781.0013.220.250.5013.226.61EJE ENTRE B Y C ENTRE 3 Y 581.006.940.350.509.724.86EJE C ENTRE 1 Y 781.0019.450.250.5019.459.73EJE ENTRE C Y D ENTRE 1 Y 781.002.600.150.501.560.78EJE D ENTRE 1 Y 781.0019.450.250.5019.459.73EJE F ENTRE 1 Y 781.0019.450.250.5019.459.73EJE 2 ENTRE D Y F81.008.430.250.508.434.22EJE 4 ENTRE D Y F81.008.430.300.5010.125.06EJE 6 ENTRE D Y F81.008.430.250.508.434.22EJE 3 ENTRE A Y C82.0011.170.250.5022.3411.17EJE ENTRE 2 Y 4 ENTRE C Y D81.0012.910.250.5012.916.46VIGAS CHATAS81.001.940.203.1081.001.940.203.1081.001.900.203.0481.002.730.204.3781.002.700.204.3281.001.950.203.1210MO A 11VO NIVEL24.00EJE C ENTRE 3 Y 521.002.490.250.500.62EJE ENTRE C Y D ENTRE 1 Y 721.002.600.150.500.39EJE D ENTRE 1 Y 721.0019.450.250.504.86EJE F ENTRE 1 Y 721.0019.450.250.504.86EJE 2 ENTRE D Y F23.008.430.250.506.32EJE ENTRE 2 Y 4 ENTRE C Y D21.0012.910.250.503.23VIGAS CHATAS21.001.900.200.7621.002.730.201.0921.002.700.201.0821.001.950.200.7812VO NIVEL10.14EJE C ENTRE 3 Y 511.002.490.250.500.31EJE ENTRE C Y D ENTRE 1 Y 711.002.600.150.500.20EJE D ENTRE 1 Y 711.0019.450.250.502.43EJE F ENTRE 1 Y 711.0019.450.250.502.43EJE 2 ENTRE D Y F13.008.430.250.503.16EJE ENTRE 2 Y 4 ENTRE C Y D11.0012.910.250.501.61LOSAS ALIGERADAS h=0.20 m.M3337.74SOTANO38.831.0022.360.092.011.000.840.090.081.0018.140.091.631.0017.740.091.601.000.840.090.081.0022.370.092.011.0028.000.092.521.0027.670.092.491.0027.070.092.441.0028.000.092.521.0020.070.091.811.0019.260.091.731.0018.180.091.641.0011.100.091.001.0011.440.091.031.0023.050.092.071.0033.050.092.971.0032.700.092.941.0018.070.091.631.0025.870.092.331.0025.610.092.301ER A 9NO NIVEL257.54ERROR:#REF!91.0030.810.0924.9691.0030.810.0924.9691.0038.540.1034.6991.0038.540.1034.6991.0033.080.0926.7991.0047.620.0938.5791.0047.160.0938.2091.0034.180.0927.6991.002.100.091.7091.004.410.093.5791.002.140.091.7310MO A 11VO NIVEL30.7221.0033.080.095.9521.0047.620.098.5721.0047.160.098.4921.0034.180.096.1521.002.100.090.3821.004.410.090.7921.002.140.090.3912VO NIVEL10.6411.0021.80.091.9611.0031.260.092.8111.0030.950.092.7911.0022.10.091.9911.0012.150.091.09LOSAS MACIZA h=0.20 m.M3132.92SOTANO26.000.205.201ER A 9NO NIVEL91.0062.290.20112.1249.8310MO A 12VO NIVEL31.0026.000.2015.60ESCALERASM3139.3946.4634.85Tramo 112Area:4.231.2060.9120.3015.23Tramo 212Area:1.801.2025.928.646.48Tramo 312Area:3.651.2052.5617.5213.14CISTERNAM336.662.0013.000.252.3014.953.004.720.252.308.1467.830.2013.57

TOTAL34.2116.221,830.691,881.12353.00290.002590.3827.0027.0027380.00317.00286.0013,000.755,142.53523,576.0515,340.896,068.19617,819.73639,228.81

CONCRETO 6TO A 9NO PISOCONCRETO fc = 280 kg/cm2CONCRETO fc = 210 kg/cm2

COLUMNAS Y PLACAS16.22171.44VIGAS Y DINTELES72.54LOSAS ALIGERADASERROR:#REF!LOSAS MACIZAS49.83ESCALERAS46.4616.22ERROR:#REF!

CONCRETO 10MO A 12VO PISOCONCRETO fc = 280 kg/cm2CONCRETO fc = 210 kg/cm2

COLUMNAS Y PLACAS72.40VIGAS Y DINTELES24.00LOSAS ALIGERADAS30.72LOSAS MACIZAS15.60ESCALERAS34.850.00177.57

P.M. EXCAVACIONPLANILLA DE METRADOS - ESTRUCTURAS OBRA:EDIFICIO MULTIFAMILIAR RESIDENCIAL LAS ORQUIDEASUBICACION: MZ D LOTE 9A URB LAS ORQUIDEAS TRUJILLOPARTIDA: CONCRETO

ITEMDESCRIPCIONUNDCANT.# VECMEDIDASPARCIALTOTALVEC.LARGOANCHOALTO

EXCAVACION CON MAQUINA (HASTA LOSA DE CIM.)2,301.59M31,841.271.0020.0030.002.901,740.001.008.505.182.30101.27

EXCAVACION MANUAL (ZAPATAS Y VIGAS)197.84

SOLADO ZAPATASM35.69C53.002.002.750.101.65C1- C22.002.002.980.101.19C1-C2-C31.0011.232.000.102.25EJE 6 ENTRE C Y D1.006.041.000.100.60ZAPATASM334.15C53.002.002.750.609.90C1- C22.002.002.980.607.15C1-C2-C31.0011.232.000.6013.48EJE 6 ENTRE C Y D1.006.041.000.603.62VIGAS DE CIMENTACIONM330.43VC139.740.41.1012.86VC1118.450.41.108.12VC114.10.41.101.80VC113.020.41.101.33VC125.450.41.104.80VC121.730.41.101.52

CIMIENTOS CORRIDOSM388.00EJE 1 ENTRE A Y F2.0030.000.801.1052.80EJE F ENTRE 1 Y 72.0020.000.801.1035.20

ITEMDESCRIPCIONUNDCANT.# VECMEDIDASPARCIALTOTALVEC.LARGOANCHOALTO

EXCAVACION CON MAQUINA (HASTA ZAPATAS)2,751.59M32,201.271.0020.0030.003.502,100.001.008.505.182.30101.27

EXCAVACION MANUAL (ZAPATAS Y VIGAS)53.83

VIGAS DE CIMENTACIONM311.06VC139.740.400.404.68VC1118.450.400.402.95VC114.10.400.400.66VC113.020.400.400.48VC125.450.400.401.74VC121.730.400.400.55

CIMIENTOS CORRIDOSM332.00EJE 1 ENTRE A Y F2.0030.000.800.4019.20EJE F ENTRE 1 Y 72.0020.000.800.4012.80

P.M. ENCOFRADOPLANILLA DE METRADOS - ESTRUCTURAS

OBRA:EDIFICIO MULTIFAMILIAR RESIDENCIAL LAS ORQUIDEASUBICACION: MZ D LOTE 9A URB LAS ORQUIDEAS TRUJILLOPARTIDA: ENCOFRADOS

ITEMDESCRIPCIONUNDCANT.# VECMEDIDASPARCIALSUB TOTALVEC.LARGOANCHOALTOZAPATASM253.44C53.009.500.6017.10C1- C22.009.960.6011.95C1-C2-C31.0026.460.6015.88EJE 6 ENTRE C Y D1.0014.180.608.51VIGAS DE CIMENTACIONM2117.24EJE 3 ENTRE A Y B (VC1)3.006.201.1020.46VC12.007.381.1016.24VC11.006.721.107.39VC11.006.521.107.17VC11.008.961.109.86VC11.006.801.107.48VC12.004.101.109.02VC12.004.241.109.33VC23.009.181.1030.29CIMIENTOS CORRIDOSM2227.04EJE 1 ENTRE A Y F2.0061.601.10135.52EJE F ENTRE 1 Y 72.0041.601.1091.52MUROS DE CONTENCIONM2370.15EJE 1 ENTRE A Y F2.0020.702.65109.71EJE F ENTRE 1 Y 72.0030.702.65162.71EJE 6 ENTRE C Y F1.0036.882.6597.73COLUMNAS Y PLACASM24,744.07SOTANO185.21185.21C53.002.502.3517.63C41.004.102.359.64C34.002.102.3519.74C23.002.502.3517.63C13.001.902.3513.40PLACA ESCALERA1.0028.152.6574.60PLACA ASCENSOR1.0012.302.6532.601ER NIVEL436.50C52.001.802.157.741.807.74298.31C41.004.102.158.822.505.375C34.002.102.1518.062.1018.06C23.002.502.1516.132.5016.125C13.001.902.1512.261.9012.255P12.0018.942.4592.819.7247.628P22.0037.062.45181.5918.7892.022PLACA ESCALERA1.0028.152.4568.9728.1568.9675PLACA ASCENSOR1.0012.302.4530.1412.3030.1352DO A 5TO NIVEL1,709.641168.2C542.001.802.1030.241.8030.24C441.004.102.1034.442.5021C344.002.102.1070.562.1070.56C243.002.502.1063.002.5063C143.001.902.1047.881.9047.88P142.0018.942.40363.659.72186.624P242.0037.062.40711.5518.78360.576PLACA ESCALERA41.0028.152.40270.2428.15270.24PLACA ASCENSOR41.0012.302.40118.0812.30118.086TO A 8VO NIVEL1,278.45872.37C532.001.502.1018.901.5018.9C431.004.102.1025.832.5015.75C334.002.102.1052.922.1052.92C233.002.502.1047.252.5047.25C133.001.902.1035.911.9035.91P132.0018.942.40272.749.72139.968P232.0037.062.40533.6618.78270.432PLACA ESCALERA31.0028.152.40202.6828.15202.68PLACA ASCENSOR31.0012.302.4088.5612.3088.569NO NIVEL426.15290.79C52.001.502.106.301.506.3C41.004.102.108.612.505.25C34.002.102.1017.642.1017.64C23.002.502.1015.752.5015.75C13.001.902.1011.971.9011.97P12.0018.942.4090.919.7246.656P22.0037.062.40177.8918.7890.144PLACA ESCALERA1.0028.152.4067.5628.1567.56PLACA ASCENSOR1.0012.302.4029.5212.3029.5210MO NIVEL235.45235.45COLUMNA1.001.002.102.10C34.002.102.1017.64C23.002.502.1015.75C13.001.902.1011.97P12.0018.942.4090.91PLACA ESCALERA1.0028.152.4067.56PLACA ASCENSOR1.0012.302.4029.5211VO NIVEL242.05242.05COLUMNA1.001.002.102.10C34.002.102.1017.64C22.003.702.1015.54C2A1.003.242.106.80C13.001.902.1011.97P12.0018.942.4090.91PLACA ESCALERA1.0028.152.4067.56PLACA ASCENSOR1.0012.302.4029.5212VO NIVEL230.62230.62COLUMNA1.001.002.102.10C34.002.102.1017.64C22.001.502.106.303523C2A1.002.202.104.62C13.001.902.1011.97P12.0018.942.4090.91PLACA ESCALERA1.0028.152.4067.56PLACA ASCENSOR1.0012.302.4029.52VIGAS Y DINTELESM1,732.78SOTANO155.04EJE A ENTRE 3 Y 41.004.564.56EJE B ENTRE 1 Y 72.0019.4538.90EJE ENTRE C Y D ENTRE 1 Y 71.005.605.601.003.903.901.002.602.60EJE D ENTRE 1 Y 61.0015.3015.30EJE E ENTRE 1 Y 61.0015.3015.30EJE 2 ENTRE D Y F1.003.203.201.008.038.03EJE 4 ENTRE D Y F1.003.203.201.008.038.03EJE 3 ENTRE A Y C3.0011.1733.51EJE ENTRE 2 Y 4 ENTRE C Y D1.0012.9112.911ER NIVEL197.97EJE B ENTRE 1 Y 71.0013.2213.22EJE ENTRE B Y C ENTRE 3 Y 51.006.946.94EJE C ENTRE 1 Y 71.0019.4519.45EJE ENTRE C Y D ENTRE 1 Y 71.002.602.60EJE D ENTRE 1 Y 71.0019.4519.45EJE F ENTRE 1 Y 71.0019.4519.45EJE 2 ENTRE D Y F1.008.438.43EJE 4 ENTRE D Y F1.008.438.43EJE 6 ENTRE D Y F1.008.438.43EJE 3 ENTRE A Y C2.0011.1722.34EJE ENTRE 2 Y 4 ENTRE C Y D1.0012.9112.91VIGUETAS1.006.186.181.006.186.181.005.345.341.006.256.251.006.256.251.004.804.801.006.266.261.003.363.361.000.830.831.006.826.821.004.054.052DO A 9NO NIVEL1,133.20EJE B ENTRE 1 Y 781.0013.22105.76EJE ENTRE B Y C ENTRE 3 Y 581.006.9455.52EJE C ENTRE 1 Y 781.0019.45155.60EJE ENTRE C Y D ENTRE 1 Y 781.002.6020.80EJE D ENTRE 1 Y 781.0019.45155.60EJE F ENTRE 1 Y 781.0019.45155.60EJE 2 ENTRE D Y F81.008.4367.44EJE 4 ENTRE D Y F81.008.4367.44EJE 6 ENTRE D Y F81.008.4367.44EJE 3 ENTRE A Y C82.0011.17178.72EJE ENTRE 2 Y 4 ENTRE C Y D81.0012.91103.2810MO A 12VO NIVEL246.57EJE C ENTRE 3 Y 531.002.497.47EJE ENTRE C Y D ENTRE 1 Y 731.002.607.80EJE D ENTRE 1 Y 731.0019.4558.35EJE F ENTRE 1 Y 731.0019.4558.35EJE 2 ENTRE D Y F33.008.4375.87EJE ENTRE 2 Y 4 ENTRE C Y D31.0012.9138.73

LOSAS ALIGERADAS h=0.20 m.M23,675.58SOTANO431.431.0022.3622.361.000.840.841.0018.1418.141.0017.7417.741.000.840.841.0022.3722.371.0028.0028.001.0027.6727.671.0027.0727.071.0028.0028.001.0020.0720.071.0019.2619.261.0018.1818.181.0011.1011.101.0011.4411.441.0023.0523.051.0033.0533.051.0032.7032.701.0018.0718.071.0025.8725.871.0025.6125.611ER A 9NO NIVEL2,784.5191.0030.81277.2991.0030.81277.2991.0038.54346.8691.0038.54346.8691.0033.08297.7291.0047.62428.5891.0047.16424.4491.0034.18307.6291.002.1018.9091.004.4139.6991.002.1419.2610MO A 11VO NIVEL341.3821.0033.0866.1621.0047.6295.2421.0047.1694.3221.0034.1868.3621.002.104.2021.004.418.8221.002.144.2812VO NIVEL118.2611.0021.821.8011.0031.2631.2611.0030.9530.9511.0022.122.1011.0012.1512.15LOSAS MACIZA h=0.20 m.M2664.61SOTANO1.0026.0026.001ER A 9NO NIVEL91.0062.29560.6110MO A 12VO NIVEL31.0026.0078.00ESCALERASM2Tramo 112Area:4.231.20Tramo 212Area:1.801.20Tramo 312Area:3.651.20CISTERNAM2258.322.0026.502.30121.903.009.942.3068.5967.8367.83

Hoja1ENOFRADO LOSA Y VIGAS75483.8PIE DERECHOS126341729.52

SOLERAS 3X3"LOSA SOTANOLARGOLARGO P2P2 / SOLERACANTPARCIALP.U.SUB TOTALIGVTOTAL4.916.312.310.0122.54.5551.399.2650.54.013.29.910.099.34.5446.680.4527.06.120.215.220.0303.54.51365.8245.81611.62.27.35.511.060.54.5272.349.0321.32.68.76.55.032.54.5146.326.3172.63.311.08.210.082.34.5370.166.6436.76.722.516.93.050.64.5227.540.9268.43.411.38.53.025.44.5114.420.6135.01.44.73.64.014.24.563.911.575.46.020.015.014.0210.04.5945.0170.11115.11.85.94.514.062.34.5280.450.5330.82.58.46.314.088.64.5398.571.7470.21151.54.55181.96114.6LOSA 1ER PISOLARGOLARGO P2P2 / SOLERACANTPARCIALP.U.SUB TOTALIGVTOTAL4.916.312.316.0196.04.5882.0158.81040.86.120.215.212.0182.14.5819.5147.5967.04.314.510.911.0119.44.5537.196.7633.72.27.35.511.060.54.5272.349.0321.32.68.76.55.032.54.5146.326.3172.66.120.215.118.0272.34.51225.1220.51445.61.75.64.218.075.64.5340.261.2401.4938.34.54222.44982.4

9404.211097.0TABLASVIGAS 1ER PISOLARGOANCHOANCHO PlgLARGO pP2 / TABLACANTPARCIALP.U.SUB TOTALIGVTOTAL4.90.416.016.321.8243.64.5196.035.3231.34.90.312.016.316.3698.04.5441.079.4520.46.070.312.020.220.26121.44.5546.398.3644.66.310.312.021.021.06126.24.5567.9102.2670.16.240.312.020.820.8362.44.5280.850.5331.319.350.312.064.564.53193.54.5870.8156.71027.52.310.312.07.77.7323.14.5104.018.7122.71.620.312.05.45.4316.24.572.913.186.03.490.312.011.611.6334.94.5157.128.3185.32.140.312.07.17.1321.44.596.317.3113.62.650.312.08.88.8326.54.5119.321.5140.719.350.312.064.564.53193.54.5870.8156.71027.519.350.520.064.5107.51107.54.5483.887.1570.88.730.312.029.129.19261.94.51178.6212.11390.78.730.416.029.138.86232.84.51047.6188.61236.219.350.520.064.5107.51107.54.5483.887.1570.819.350.312.064.564.53193.54.5870.8156.71027.51863.94.58387.49897.1VIGAS SOTANOLARGOANCHOANCHO PlgLARGO pP2 / TABLACANTPARCIALP.U.SUB TOTALIGVTOTAL4.90.416.016.321.817370.24.51666.0299.91965.94.560.312.015.215.2691.24.5410.473.9484.319.350.312.064.564.53193.54.5870.8156.71027.56.070.416.020.227.017458.64.52063.8371.52435.319.350.312.064.564.53193.54.5870.8156.71027.52.310.312.07.77.7323.14.5104.018.7122.71.620.312.05.45.4316.24.572.913.186.03.980.312.013.313.3339.84.5179.132.2211.32.650.28.08.85.9317.74.579.514.393.85.550.312.018.518.5355.54.5249.845.0294.76.730.416.022.429.9129.94.5134.624.2158.83.850.312.012.812.8338.54.5173.331.2204.43.850.416.012.817.1117.14.577.013.990.93.390.312.011.311.3111.34.550.99.260.015.250.312.050.850.86305.04.51372.5247.11619.615.250.416.050.867.8167.84.5305.054.9359.911.230.312.037.437.46224.64.51010.7181.91192.611.230.416.037.449.95249.64.51123.0202.11325.12403.14.510813.812760.319201.222657.4

ENCOFRADO PLACAS

ITEMDESCRIPCIONUNDCANT.# VECMEDIDASCARAVISTARUSTICOSUB TOTALTOTALVEC.LARGOANCHOALTOMUROS DE CONTENCIONM2265.00362.73627.735,371.80EJE 1 ENTRE A Y F2.0020.002.65106.002.0020.002.65106.00EJE F ENTRE 1 Y 72.0030.002.65159.002.0030.002.65159.00EJE 6 ENTRE C Y F1.0036.882.6597.73COLUMNAS Y PLACASM22,697.542,046.534,744.07SOTANO185.21C53.002.502.3517.63C41.004.102.359.64C34.002.102.3519.74C23.002.502.3517.63C13.001.902.3513.40PLACA ESCALERA1.0028.152.6574.60PLACA ASCENSOR1.0012.302.6532.601ER NIVEL274.40162.10C52.001.802.157.74C41.004.102.158.82C34.002.102.1518.06C23.002.502.1516.13C13.001.902.1512.26P12.0018.942.4592.81P22.0037.062.45181.59PLACA ESCALERA1.0028.152.4568.97PLACA ASCENSOR1.0012.302.4530.142DO A 5TO NIVEL1,075.20634.44C542.001.802.1030.24C441.004.102.1034.44C344.002.102.1070.56C243.002.502.1063.00C143.001.902.1047.88P142.0018.942.40363.65P242.0037.062.40711.55PLACA ESCALERA41.0028.152.40270.24PLACA ASCENSOR41.0012.302.40118.086TO A 8VO NIVEL806.40472.05C532.001.502.1018.90C431.004.102.1025.83C334.002.102.1052.92C233.002.502.1047.25C133.001.902.1035.91P132.0018.942.40272.74P232.0037.062.40533.66PLACA ESCALERA31.0028.152.40202.68PLACA ASCENSOR31.0012.302.4088.569NO NIVEL268.80157.35C52.001.502.106.30C41.004.102.108.61C34.002.102.1017.64C23.002.502.1015.75C13.001.902.1011.97P12.0018.942.4090.91P22.0037.062.40177.89PLACA ESCALERA1.0028.152.4067.56PLACA ASCENSOR1.0012.302.4029.5210MO NIVEL90.91144.54COLUMNA1.001.002.102.10C34.002.102.1017.64C23.002.502.1015.75C13.001.902.1011.97P12.0018.942.4090.91PLACA ESCALERA1.0028.152.4067.56PLACA ASCENSOR1.0012.302.4029.5211VO NIVEL90.91151.13COLUMNA1.001.002.102.10C34.002.102.1017.64C22.003.702.1015.54C2A1.003.242.106.80C13.001.902.1011.97P12.0018.942.4090.91PLACA ESCALERA1.0028.152.4067.56PLACA ASCENSOR1.0012.302.4029.5212VO NIVEL90.91139.71COLUMNA1.001.002.102.10C34.002.102.1017.64C22.001.502.106.30C2A1.002.202.104.62C13.001.902.1011.97P12.0018.942.4090.91PLACA ESCALERA1.0028.152.4067.56PLACA ASCENSOR1.0012.302.4029.52

P.M. ACEROPLANILLA DE METRADOS - ESTRUCTURAS

OBRA:EDIFICIO MULTIFAMILIAR RESIDENCIAL LAS ORQUIDEASUBICACION: MZ D LOTE 9A URB LAS ORQUIDEAS TRUJILLOPARTIDA: ACERO

ELEMENTOS1"3/4"5/8"1/2"3/8"8mm6mmVar / Tonm /tonkg / varkg / m6mm51646441.940.228mm28825923.470.39ZAPATAS2496.02496.03/8"20818724.810.53PLATEA DE CIMENTACION6566.416462.123028.612mm13011707.690.85VIGAS DE CIMENTACION2176.82069.82033.56280.11/2"11610448.620.96MUROS DE CONTENCION8100.68100.65/8"7567513.331.48CISTERNA 2099.8253.21333.93686.93/4"5145919.612.18ASCENSOR369.6369.61"2926134.483.83COLUMNAS Y PLACAS8606.935022.2129.814349.433474.591582.8VIGAS3927.09685.023841.738.115590.8447.153529.8LOSAS ALIGERADAS15893.78433.13777.728104.5LOSAS MACIZAS5,416.35,416.30SUB TOTAL14710.851273.647099.239004.666282.14224.8VARILLAS427261535324525137872180TOTAL222595.0

PEDIDO 0163335173596970043592

Zapatas

ZAPATACROQUISTIPODIAM. PulgadasLONGIT. M.N PIEZA unidadN ELEMENTO unidadPARCIAL m.PE kg/mlPARCIAL kg1"3/4"5/8"1/2"3/8"8mm6mm

C55/8"5.44143225.221.550349.08349.08C55/8"6.96103208.801.550323.64323.64

C1-C2-C35/8"5.48541295.921.550458.68458.68C1-C2-C35/8"23.98101239.801.550371.69371.69

C1-C25/8"5.44172189.311.550293.43293.43C1-C25/8"7.88102157.601.550244.28244.28

EJE 6 ENTRE C Y D

5/8"14.166184.961.550131.69131.695/8"3.20321103.361.550160.21160.21

2,332.702332.70Sub Total (Kg) Desp. 7%2,495.992495.99

TOTAL ZAPATAS (Kg)2,495.99

0.050.11.51516

1012.9

Platea de Cimentacion

PLATEA DE CIMENTACION

CROQUISTIPODIAM. PulgadasLONGIT. M.N PIEZA unidadN ELEMENTO unidadPARCIAL m.PE kg/mlPARCIAL kg1"3/4"5/8"1/2"3/8"8mm6mm

CENTRO

10.080.500.503/4"11.0846.821037.092.1802260.852260.85

9.460.500.503/4"10.4651.621079.472.1802353.252353.25

ARRIBA

19.880.500.505/8"20.8858.522442.961.5503786.593786.59

11.600.500.505/8"12.6010022520.001.5503906.003906.00

ABAJO

19.880.500.505/8"20.8858.522442.961.5503786.593786.59

11.600.500.505/8"12.6010022520.001.5503906.003906.00

REFUERZOS

2.803/4"2.80183151.202.180329.62329.62

2.803/4"2.80283235.202.180512.74512.74

2.803/4"2.808367.202.180146.50146.50

2.803/4"2.80224244.912.180533.90533.90

21,522.026136.8515385.18Sub Total (Kg) Desp. 7%23,028.566566.4216462.14

TOTAL PLATEA DE CIM (Kg)23,028.56

Vigas Cimentacion

VIGAS DE CIMENTACION


VC1 (0.40 X 1.50)

2.700.500.50VC11"3.70811325.603.9701292.631292.63

2.700.500.50VC13/8"3.70611244.200.560136.75136.75

VC13/8"3.401611598.400.560335.10335.10

VC2 (0.40 X 1.50)

4.190.500.50VC21"5.19123186.843.970741.75741.75

4.190.500.50VC23/8"5.196393.420.56052.3252.32

VC23/8"3.40163163.200.56091.3991.39

CIMIENTO EJE A ENTRE EJE 1 Y 7

20.000.500.505/8"21.00122504.001.550781.20781.20

1.850.500.503/8"2.856234.200.56019.1519.15

3/8"4.201082903.000.560505.68505.68

CIMIENTO EJE 1 ENTRE EJE A Y F

30.000.500.505/8"31.00122744.001.5501153.201153.20

1.850.500.503/8"2.856234.200.56019.1519.15

3/8"4.2015821323.000.560740.88740.88

5,869.212034.391934.401900.43Sub Total (Kg) Desp. 7%6,280.062176.792069.812033.46

TOTAL VIGAS DE CIM (Kg)6,280.06

Muros Contencion

MUROS DE CONTENCION ZOTANOCROQUISTIPODIAM. PulgadasLONGIT. M.N PIEZA unidadN ELEMENTO unidadPARCIAL m.PE kg/mlPARCIAL kg1"3/4"5/8"1/2"3/8"8mm6mm

EJE A ENTRE EJE 1 Y 7 (CORTE 6 Y 5)

3.830.200.20CORTE 5 Y 61/2"4.231002846.000.994840.92840.92

20.000.200.20CORTE 5 Y 61/2"20.40122489.600.994486.66486.66

EJE F ENTRE EJE 1 Y 7 (CORTE 6 Y 5)

3.830.200.20CORTE 11/2"4.231002846.000.994840.92840.92

20.000.200.20CORTE 11/2"20.40122489.600.994486.66486.66

EJE 1 ENTRE EJE A Y F (CORTES 1,2,3,4)

3.830.200.20CORTES 1,2,3,41/2"4.2315021269.000.9941261.391261.39

30.000.200.20CORTES 1,2,3,41/2"30.40122729.600.994725.22725.22

EJE 7 ENTRE EJE A Y F (CORTES 1,2,3,4)

3.830.200.20CORTES 1,2,3,41/2"4.2315021269.000.9941261.391261.39

30.000.200.20CORTES 1,2,3,41/2"30.40122729.600.994725.22725.22

EJE 6 ENTRE EJE C Y F (CORTES 11)

2.770.200.20CORTE 111/2"3.1790.92576.310.994572.85572.85

18.180.200.20CORTE 111/2"18.58102371.600.994369.37369.37

7,570.617570.61Sub Total (Kg) Desp. 7%8,100.558100.55

TOTAL ZOTANO (Kg)8,100.55

0.05

Cisterna y Ascensor

CISTERNACROQUISTIPODIAM. PulgadasLONGIT. M.N PIEZA unidadN ELEMENTO unidadPARCIAL m.PE kg/mlPARCIAL kg1"3/4"5/8"1/2"3/8"8mm6mm

Corte 2-2

0.252.880.25Corte 2-23/8"3.3826.12176.4360.5698.8098.80

0.255.220.25Corte 2-23/8"5.72122137.280.5676.8876.88

Corte 12-12

0.252.920.25Corte 12-121/2"3.4234.82238.0320.99236.60236.60

0.255.220.25Corte 12-123/8"5.72122137.280.5676.8876.88

Corte 11-11

0.252.880.25Corte 11-113/8"3.3826.12176.4360.5698.8098.80

0.255.220.25Corte 11-113/8"5.72112125.840.5670.4770.47

Corte 13-13(1)

0.252.880.25Corte 13-133/8"3.38652439.40.56246.06246.06

0.25130.25Corte 13-133/8"13.501122970.56166.32166.32

Corte 13-13(2)

0.252.880.25Corte 13-133/8"3.38652439.40.56246.06246.06

0.25130.25Corte 13-133/8"13.501122970.56166.32166.32

LOSA PISO

0.2512.500.255/8"13.0023.62613.61.55951.08951.08

0.254.720.255/8"5.2262.52652.51.551011.381011.38

3,445.661962.46236.601246.60Sub Total (Kg) Desp. 7%3,686.862099.83253.171333.86

TOTAL CISTERNA (Kg)3,686.86

ASCENSORCROQUISTIPODIAM. PulgadasLONGIT. M.N PIEZA unidadN ELEMENTO unidadPARCIAL m.PE kg/mlPARCIAL kg

Corte 14

0.252.010.25Corte 141/2"2.51232115.460.99114.77114.77

0.252.30.25Corte 141/2"2.8012267.20.9966.8066.80

Corte 15

0.252.010.25Corte 151/2"2.5120.62103.4120.99102.79102.79

0.252.060.25Corte 151/2"2.5612261.440.9961.0761.07

345.43Sub Total (Kg) Desp. 7%369.61345.43TOTAL ASCENSOR (Kg)369.61369.61

0.05

Columnas

COLUMNAS SOTANO


C5 (1.00 x 0.25)

4.290.300.30C51"4.89143205.383.970815.36815.36

C53/8"1.68593294.840.560165.11165.11

C4 (1.00 x 0.25)

4.290.300.30C43/4"4.8914168.462.180149.24149.24

C43/8"1.5820130.810.56017.2517.25

C43/8"1.0459160.840.56034.0734.07

C43/8"3.2220162.790.56035.1635.16

C3 (0.80 x 0.25)

4.290.300.30C33/4"4.89124234.722.180511.69511.69

C33/8"1.66394258.960.560145.02145.02

C33/8"0.6820453.040.56029.7029.70

C2 (1.00 x 0.25) SOTANO AL 5TO

4.290.300.30C21"4.89143205.383.970815.36815.36

C23/8"2.02393236.340.560132.35132.35

C23/8"0.9620356.160.56031.4531.45

C1 (0.70 x 0.25)

4.290.300.30C13/4"4.89103146.702.180319.81319.81

C13/8"1.78393208.260.560116.63116.63

C6 (0.25 x 0.40)

4.290.300.30C65/8"4.898278.241.550121.27121.27

C63/8"1.0039278.000.56043.6843.68

3,483.151630.71720980.7384121.272750.4224Sub Total (Kg) Desp. 7%3,726.971744.86740401049.390088129.76104802.951968

TOTAL ZOTANO (Kg)3,726.97

COLUMNAS 1RO - 3RO PISOCROQUISTIPODIAM. PulgadasLONGIT. M.N PIEZA unidadN ELEMENTO unidadPARCIAL m.PE kg/mlPARCIAL kg

C5 (1.00 x 0.25) 1RO AL 5TO

3.500.300.30C51"4.1012298.403.970390.65390.65

C53/8"1.6820265.520.56036.6936.69

C53/8"1.3620253.040.56029.7029.70

C53/8"1.2620249.140.56027.5227.52

C4 (1.00 x 0.25)

4.290.300.30C43/4"4.8914168.462.180149.24149.24

C43/8"1.5820130.810.56017.2517.25

C43/8"1.0459160.840.56034.0734.07

C43/8"3.2220162.790.56035.1635.16

C3 (0.80 x 0.25)

3.500.300.30C33/4"4.10124196.802.180429.02429.02

C33/8"1.66394258.960.560145.02145.02

C33/8"0.6820453.040.56029.7029.70


3.500.300.30C21"4.10143172.203.970683.63683.63

C23/8"2.02393236.340.560132.35132.35

C23/8"0.9620356.160.56031.4531.45

C1 (0.70 x 0.25)

3.500.300.30C13/4"4.108398.402.180214.51214.51

C13/8"1.00393117.000.56065.5265.52

COLUMNETAS

3.500.300.30C13/4"4.108398.402.180214.51214.512

C13/8"1.00393117.000.56065.5265.52

PLACAS 1RO -3RO PISOP1 (SOTANO AL 3RO)

3.500.300.30CP13/4"4.108265.602.180143.01143.01

CP13/8"1.2620250.400.56028.2228.22

P1 (SOTANO AL 3RO)

3.500.300.30CP13/4"4.108265.602.180143.01143.01

CP13/8"1.2440299.200.56055.5555.55

P1 (SOTANO AL 3RO)

3.500.300.30CP13/4"4.108265.602.180143.01143.01

CP13/8"1.4620258.400.56032.7032.70

P1 (SOTANO AL 3RO)

3.500.300.30P11/2"4.10742606.800.994603.16603.16

P11/2"18.30132457.500.994454.76454.76

P2 (SOTANO AL 3RO)

3.500.300.30CP23/4"4.10322262.402.180572.03572.03

CP23/8"1.261002252.000.560141.12141.12

P2 (SOTANO AL 3RO)

3.500.300.30P21/2"4.101042852.800.994847.68847.68

P21/2"23.80132595.000.994591.43591.43

P2 (SOTANO AL 3RO)

3.500.300.30P21/2"4.10602492.000.994489.05489.05

P21/2"14.20132355.000.994352.87352.87

PLACA ESCALERA (SOTANO AL 3RO)

3.500.300.30CPE3/4"4.108132.802.18071.5071.50

CPE3/8"1.0620121.200.56011.8711.87


3.500.300.30CPE3/4"4.10301123.002.180268.14268.14

CPE3/8"1.141201136.800.56076.6176.61


3.500.300.30CPE3/4"4.1010141.002.18089.3889.38

CPE3/8"1.3640154.400.56030.4630.46

CPE3/8"0.5020110.000.5605.605.60


3.500.300.30PE1/2"4.10381155.800.994154.87154.87

PE1/2"9.96131124.500.994123.75123.75


3.500.300.30PE1/2"4.10281114.800.994114.11114.11

PE1/2"7.8613198.250.99497.6697.66


3.500.300.30PE1/2"4.10421172.200.994171.17171.17

PE1/2"11.16131139.500.994138.66138.66

PLACA ASCENSOR (SOTANO AL 3RO)

3.500.300.30CPA3/4"4.1020182.002.180178.76178.76

CPA3/8"1.26801100.800.56056.4556.45


3.500.300.30CPA3/4"4.1016165.602.180143.01143.01

CPA3/8"1.2840151.200.56028.6728.67


3.500.300.30PA1/2"4.1024198.400.99497.8197.81

PA1/2"4.56251114.000.994113.32113.32


3.500.300.30PA1/2"4.1014157.400.99457.0657.06

PA1/2"5.0613163.250.99462.8762.87

COLUMNAS2731.53Sub Total (Kg) Desp. 7%2,922.74PLACAS6689.33Sub Total (Kg) Desp. 7%7,157.58

1074.2822759.13884470.21681117.2224TOTAL 1RO - 3RO (Kg)10,080.321149.4817402952.2785164783.1319761195.427968TOTAL X 3 PISOS (Kg)30,240.963448.4452208856.83554814349.3959283586.283904

COLUMNAS 4TO - 5TO PISOCROQUISTIPODIAM. PulgadasLONGIT. M.N PIEZA unidadN ELEMENTO unidadPARCIAL m.PE kg/mlPARCIAL kg

C5 (1.00 x 0.25) 1RO AL 5TO

3.500.300.30C51"4.1012298.403.970390.65390.65

C53/8"1.6820265.520.56036.6936.69

C53/8"1.3620253.040.56029.7029.70

C53/8"1.2620249.140.56027.5227.52

C4 (1.00 x 0.25)

4.290.300.30C43/4"4.8914168.462.180149.24149.24

C43/8"1.5820130.810.56017.2517.25

C43/8"1.0459160.840.56034.0734.07

C43/8"3.2220162.790.56035.1635.16

C3 (0.80 x 0.25)

3.500.300.30C33/4"4.10124196.802.180429.02429.02

C33/8"1.66394258.960.560145.02145.02

C33/8"0.6820453.040.56029.7029.70


3.500.300.30C21"4.10143172.203.970683.63683.63

C23/8"2.02393236.340.560132.35132.35

C23/8"0.9620356.160.56031.4531.45

C1 (0.70 x 0.25)

3.500.300.30C13/4"4.108398.402.180214.51214.51

C13/8"1.00393117.000.56065.5265.52

PLACAS 4TO -5TO PISOP1 (4TO AL 12VO)

3.500.300.30CP13/4"4.108265.602.180143.01143.01

CP13/8"1.2620250.400.56028.2228.22

P1 (4TO AL 12VO)

3.500.300.30CP13/4"4.108265.602.180143.01143.01

CP13/8"1.2440299.200.56055.5555.55

P1 (4TO AL 12VO)

3.500.300.30CP13/4"4.108265.602.180143.01143.01

CP13/8"1.4620258.400.56032.7032.70

P1 (4TO AL 12VO)

3.500.300.30P13/8"4.10742606.800.560339.81339.81

P13/8"18.30132457.500.560256.20256.20

P2 (4TO AL 12VO)

3.500.300.30CP23/4"4.10322262.402.180572.03572.03

CP23/8"1.261002252.000.560141.12141.12

P2 (4TO AL 12VO)

3.500.300.30P23/8"4.101042852.800.560477.57477.57

P23/8"23.80132595.000.560333.20333.20

P2 (4TO AL 12VO)

3.500.300.30P23/8"4.10602492.000.560275.52275.52

P23/8"14.20132355.000.560198.80198.80

PLACA ESCALERA (4TO AL 12VO)

3.500.300.30CPE3/4"4.108132.802.18071.5071.50

CPE3/8"1.0620121.200.56011.8711.87


3.500.300.30CPE3/4"4.10301123.002.180268.14268.14

CPE3/8"1.141201136.800.56076.6176.61


3.500.300.30CPE3/4"4.1010141.002.18089.3889.38

CPE3/8"1.3640154.400.56030.4630.46

CPE3/8"0.5020110.000.5605.605.60


3.500.300.30PE3/8"4.10381155.800.56087.2587.25

PE3/8"9.96131124.500.56069.7269.72


3.500.300.30PE3/8"4.10281114.800.56064.2964.29

PE3/8"7.8613198.250.56055.0255.02


3.500.300.30PE3/8"4.10421172.200.56096.4396.43

PE3/8"11.16131139.500.56078.1278.12

PLACA ASCENSOR (4TO AL 12VO)

3.500.300.30CPA3/4"4.1020182.002.180178.76178.76

CPA3/8"1.26801100.800.56056.4556.45


3.500.300.30CPA3/4"4.1016165.602.180143.01143.01

CPA3/8"1.2840151.200.56028.6728.67


3.500.300.30PA3/8"4.1024198.400.56055.1055.10

PA3/8"4.56251114.000.56063.8463.84


3.500.300.30PA3/8"4.1014157.400.56032.1432.14

PA3/8"5.0613163.250.56035.4235.42


1074.28202544.62683570.1344TOTAL 4TO - 5TO (Kg)7,692.281149.4817402722.7506763820.043808TOTAL X 2 PISOS (Kg)15,384.552298.9634805445.5013527640.087616

COLUMNAS 6TO - 9NO PISOCROQUISTIPODIAM. PulgadasLONGIT. M.N PIEZA unidadN ELEMENTO unidadPARCIAL m.PE kg/mlPARCIAL kg

C5 (1.00 x 0.25) 6TO AL 12VO

3.500.300.30C51"4.108265.603.970260.43260.43

C53/8"1.0039278.000.56043.6843.68

C4 (1.00 x 0.25)

4.290.300.30C43/4"4.8914168.462.180149.24149.24

C43/8"1.5820130.810.56017.2517.25

C43/8"1.0459160.840.56034.0734.07

C43/8"3.2220162.790.56035.1635.16

C3 (0.80 x 0.25)

3.500.300.30C33/4"4.10124196.802.180429.02429.02

C33/8"1.66394258.960.560145.02145.02

C33/8"0.6820453.040.56029.7029.70

C2 (1.00 x 0.25) 6TO AL 12VO

3.500.300.30C23/4"4.10143172.202.180375.40375.40

C23/8"2.02393236.340.560132.35132.35

C23/8"0.9620356.160.56031.4531.45

C1 (0.70 x 0.25)

3.500.300.30C13/4"4.108398.402.180214.51214.51

C13/8"1.00393117.000.56065.5265.52

PLACAS 6TO -9NO PISOP1 (4TO AL 12VO)

3.500.300.30CP13/4"4.108265.602.180143.01143.01

CP13/8"1.2620250.400.56028.2228.22

P1 (4TO AL 12VO)

3.500.300.30CP13/4"4.108265.602.180143.01143.01

CP13/8"1.2440299.200.56055.5555.55

P1 (4TO AL 12VO)

3.500.300.30CP13/4"4.108265.602.180143.01143.01

CP13/8"1.4620258.400.56032.7032.70

P1 (4TO AL 12VO)

3.500.300.30P13/8"4.10742606.800.560339.81339.81

P13/8"18.30132457.500.560256.20256.20

P2 (4TO AL 12VO)

3.500.300.30CP23/4"4.10322262.402.180572.03572.03

CP23/8"1.261002252.000.560141.12141.12

P2 (4TO AL 12VO)

3.500.300.30P23/8"4.101042852.800.560477.57477.57

P23/8"23.80132595.000.560333.20333.20

P2 (4TO AL 12VO)

3.500.300.30P23/8"4.10602492.000.560275.52275.52

P23/8"14.20132355.000.560198.80198.80


3.500.300.30CPE3/4"4.108132.802.18071.5071.50

CPE3/8"1.0620121.200.56011.8711.87


3.500.300.30CPE3/4"4.10301123.002.180268.14268.14

CPE3/8"1.141201136.800.56076.6176.61


3.500.300.30CPE3/4"4.1010141.002.18089.3889.38

CPE3/8"1.3640154.400.56030.4630.46

CPE3/8"0.5020110.000.5605.605.60


3.500.300.30PE3/8"4.10381155.800.56087.2587.25

PE3/8"9.96131124.500.56069.7269.72


3.500.300.30PE3/8"4.10281114.800.56064.2964.29

PE3/8"7.8613198.250.56055.0255.02


3.500.300.30PE3/8"4.10421172.200.56096.4396.43

PE3/8"11.16131139.500.56078.1278.12


3.500.300.30CPA3/4"4.1020182.002.180178.76178.76

CPA3/8"1.26801100.800.56056.4556.45


3.500.300.30CPA3/4"4.1016165.602.180143.01143.01

CPA3/8"1.2840151.200.56028.6728.67


3.500.300.30PA3/8"4.1024198.400.56055.1055.10

PA3/8"4.56251114.000.56063.8463.84


3.500.300.30PA3/8"4.1014157.400.56032.1432.14

PA3/8"5.0613163.250.56035.4235.42


260.43202920.02283519.9024TOTAL 6TO - 9NO (Kg)7,169.38278.6622403124.4243963766.295568TOTAL X 4 PISOS (Kg)28,677.531114.64896012497.69758415065.182272

COLUMNAS 10MO PISOCROQUISTIPODIAM. PulgadasLONGIT. M.N PIEZA unidadN ELEMENTO unidadPARCIAL m.PE kg/mlPARCIAL kg

C3 (0.80 x 0.25)

3.500.300.30C33/4"4.10124196.802.180429.02429.02

C33/8"1.66394258.960.560145.02145.02

C33/8"0.6820453.040.56029.7029.70

C2 (1.00 x 0.25) 6TO AL 12VO

3.500.300.30C23/4"4.10143172.202.180375.40375.40

C23/8"2.02393236.340.560132.35132.35

C23/8"0.9620356.160.56031.4531.45

C1 (0.70 x 0.25)

3.500.300.30C13/4"4.108398.402.180214.51214.51

C13/8"1.00393117.000.56065.5265.52

PLACAS 10MO PISOP1 (4TO AL 12VO)

3.500.300.30CP13/4"4.108265.602.180143.01143.01

CP13/8"1.2620250.400.56028.2228.22

P1 (4TO AL 12VO)

3.500.300.30CP13/4"4.108265.602.180143.01143.01

CP13/8"1.2440299.200.56055.5555.55

P1 (4TO AL 12VO)

3.500.300.30CP13/4"4.108265.602.180143.01143.01

CP13/8"1.4620258.400.56032.7032.70

P1 (4TO AL 12VO)

3.500.300.30P13/8"4.10742606.800.560339.81339.81

P13/8"18.30132457.500.560256.20256.20


3.500.300.30CPE3/4"4.108132.802.18071.5071.50

CPE3/8"1.0620121.200.56011.8711.87


3.500.300.30CPE3/4"4.10301123.002.180268.14268.14

CPE3/8"1.141201136.800.56076.6176.61


3.500.300.30CPE3/4"4.1010141.002.18089.3889.38

CPE3/8"1.3640154.400.56030.4630.46

CPE3/8"0.5020110.000.5605.605.60


3.500.300.30PE3/8"4.10381155.800.56087.2587.25

PE3/8"9.96131124.500.56069.7269.72


3.500.300.30PE3/8"4.10281114.800.56064.2964.29

PE3/8"7.8613198.250.56055.0255.02


3.500.300.30PE3/8"4.10421172.200.56096.4396.43

PE3/8"11.16131139.500.56078.1278.12


3.500.300.30CPA3/4"4.1020182.002.180178.76178.76

CPA3/8"1.26801100.800.56056.4556.45


3.500.300.30CPA3/4"4.1016165.602.180143.01143.01

CPA3/8"1.2840151.200.56028.6728.67


3.500.300.30PA3/8"4.1024198.400.56055.1055.10

PA3/8"4.56251114.000.56063.8463.84


3.500.300.30PA3/8"4.1014157.400.56032.1432.14

PA3/8"5.0613163.250.56035.4235.42


02198.7481963.528TOTAL 10MO (Kg)4,453.6402352.660362100.97496TOTAL (Kg)4,453.6402352.660362100.97496

COLUMNAS 11VO PISOCROQUISTIPODIAM. PulgadasLONGIT. M.N PIEZA unidadN ELEMENTO unidadPARCIAL m.PE kg/mlPARCIAL kg

C3 (0.80 x 0.25)

3.500.300.30C33/4"4.10124196.802.180429.02429.02

C33/8"1.66394258.960.560145.02145.02

C33/8"0.6820453.040.56029.7029.70

C2 (1.00 x 0.25) 6TO AL 12VO

3.500.300.30C23/4"4.10223270.602.180589.91589.91

C23/8"2.02783472.680.560264.70264.70

C23/8"0.96393112.320.56062.9062.90

C1 (0.70 x 0.25)

3.500.300.30C13/4"4.108398.402.180214.51214.51

C13/8"1.00393117.000.56065.5265.52

PLACAS 11VO PISOP1 (4TO AL 12VO)

3.500.300.30CP13/4"4.108265.602.180143.01143.01

CP13/8"1.2620250.400.56028.2228.22

P1 (4TO AL 12VO)

3.500.300.30CP13/4"4.108265.602.180143.01143.01

CP13/8"1.2440299.200.56055.5555.55

P1 (4TO AL 12VO)

3.500.300.30CP13/4"4.108265.602.180143.01143.01

CP13/8"1.4620258.400.56032.7032.70

P1 (4TO AL 12VO)

3.500.300.30P13/8"4.10742606.800.560339.81339.81

P13/8"18.30132457.500.560256.20256.20


3.500.300.30CPE3/4"4.108132.802.18071.5071.50

CPE3/8"1.0620121.200.56011.8711.87


3.500.300.30CPE3/4"4.10301123.002.180268.14268.14

CPE3/8"1.141201136.800.56076.6176.61


3.500.300.30CPE3/4"4.1010141.002.18089.3889.38

CPE3/8"1.3640154.400.56030.4630.46

CPE3/8"0.5020110.000.5605.605.60


3.500.300.30PE3/8"4.10381155.800.56087.2587.25

PE3/8"9.96131124.500.56069.7269.72


3.500.300.30PE3/8"4.10281114.800.56064.2964.29

PE3/8"7.8613198.250.56055.0255.02


3.500.300.30PE3/8"4.10421172.200.56096.4396.43

PE3/8"11.16131139.500.56078.1278.12


3.500.300.30CPA3/4"4.1020182.002.180178.76178.76

CPA3/8"1.26801100.800.56056.4556.45


3.500.300.30CPA3/4"4.1016165.602.180143.01143.01

CPA3/8"1.2840151.200.56028.6728.67


3.500.300.30PA3/8"4.1024198.400.56055.1055.10

PA3/8"4.56251114.000.56063.8463.84


3.500.300.30PA3/8"4.1014157.400.56032.1432.14

PA3/8"5.0613163.250.56035.4235.42


02413.262127.328TOTAL 11VO (Kg)4,858.4302582.18822276.24096TOTAL (Kg)4,858.4302582.18822276.24096

COLUMNAS 12VO PISOCROQUISTIPODIAM. PulgadasLONGIT. M.N PIEZA unidadN ELEMENTO unidadPARCIAL m.PE kg/mlPARCIAL kg

C3 (0.80 x 0.25)

3.500.300.30C33/4"4.10124196.802.180429.02429.02

C33/8"1.66394258.960.560145.02145.02

C33/8"0.6820453.040.56029.7029.70

C2 (1.00 x 0.25) 6TO AL 12VO

3.500.300.30C23/4"4.10103123.002.180268.14268.14

C23/8"1.10393128.700.56072.0772.07

C1 (0.70 x 0.25)

3.500.300.30C13/4"4.108398.402.180214.51214.51

C13/8"1.00393117.000.56065.5265.52

PLACAS 12VO PISOP1 (4TO AL 12VO)

3.500.300.30CP13/4"4.108265.602.180143.01143.01

CP13/8"1.2620250.400.56028.2228.22

P1 (4TO AL 12VO)

3.500.300.30CP13/4"4.108265.602.180143.01143.01

CP13/8"1.2440299.200.56055.5555.55

P1 (4TO AL 12VO)

3.500.300.30CP13/4"4.108265.602.180143.01143.01

CP13/8"1.4620258.400.56032.7032.70

P1 (4TO AL 12VO)

3.500.300.30P13/8"4.10742606.800.560339.81339.81

P13/8"18.30132457.500.560256.20256.20


3.500.300.30CPE3/4"4.108132.802.18071.5071.50

CPE3/8"1.0620121.200.56011.8711.87


3.500.300.30CPE3/4"4.10301123.002.180268.14268.14

CPE3/8"1.141201136.800.56076.6176.61


3.500.300.30CPE3/4"4.1010141.002.18089.3889.38

CPE3/8"1.3640154.400.56030.4630.46

CPE3/8"0.5020110.000.5605.605.60


3.500.300.30PE3/8"4.10381155.800.56087.2587.25

PE3/8"9.96131124.500.56069.7269.72


3.500.300.30PE3/8"4.10281114.800.56064.2964.29

PE3/8"7.8613198.250.56055.0255.02


3.500.300.30PE3/8"4.10421172.200.56096.4396.43

PE3/8"11.16131139.500.56078.1278.12


3.500.300.30CPA3/4"4.1020182.002.180178.76178.76

CPA3/8"1.26801100.800.56056.4556.45


3.500.300.30CPA3/4"4.1016165.602.180143.01143.01

CPA3/8"1.2840151.200.56028.6728.67


3.500.300.30PA3/8"4.1024198.400.56055.1055.10

PA3/8"4.56251114.000.56063.8463.84


3.500.300.30PA3/8"4.1014157.400.56032.1432.14

PA3/8"5.0613163.250.56035.4235.42


02091.4921871.8TOTAL 12VO (Kg)4,240.7202237.896442002.826TOTAL (Kg)4,240.7202237.896442002.826

TOTAL COLUMNAS Y PLACAS EDIFICIO91,582.808606.925064035022.169572129.7610414349.39592833474.54768

Vigas

VIGAS SOTANOTORRE INTERIORCROQUISTIPODIAM. PulgadasLONGIT. M.N PIEZA unidadN ELEMENTO unidadPARCIAL m.PE kg/mlPARCIAL kg1"3/4"5/8"1/2"3/8"8mm6mm

EJE A ENTRE EJE 3 Y 4 (0,25 X 0,50)

4.940.150.15VS-065/8"5.244120.961.55032.4932.49

4.940.150.15VS-063/8"5.242110.480.5605.875.87

VS-063/8"1.3832144.440.56024.8824.88


4.460.150.15VA1/2"4.764119.040.99418.9318.93

VA6mm0.7822117.220.2203.793.79

EJE B ENTRE EJE 1 Y 3 (0,25 X 0,50)

4.680.150.15VS-065/8"4.984119.921.55030.8830.88

4.680.150.15VS-063/8"4.98219.960.5605.585.58

VS-063/8"1.3831142.780.56023.9623.96


4.720.150.15VS-065/8"5.024120.081.55031.1231.12

4.720.150.15VS-063/8"5.022110.040.5605.625.62

VS-063/8"1.3831142.920.56024.0324.03


4.620.150.15VS-065/8"4.924119.681.55030.5030.50

4.620.150.15VS-063/8"4.92219.840.5605.515.51

VS-063/8"1.3831142.230.56023.6523.65


4.680.150.15VS-065/8"4.984119.921.55030.8830.88

4.680.150.15VS-063/8"4.98219.960.5605.585.58

VS-063/8"1.3831142.640.56023.8823.88

EJE C ENTRE EJE 1 Y 7 (0,25 X 0,50)

19.960.190.19VS-055/8"20.3481162.721.550252.22252.22

19.96VS-053/8"19.962139.920.56022.3622.36

1.370.14VS-055/8"1.51213.021.5504.684.68

3.64VS-055/8"3.64217.281.55011.2811.28

3.05VS-051"3.05113.053.97012.1112.11

6.67VS-055/8"6.67116.671.55010.3410.34

3.40VS-055/8"3.40216.801.55010.5410.54

VS-053/8"1.381131155.940.56087.3387.33

EJE 3 ENTRE EJE A Y C (0,40 X 0,50)

11.660.390.39VS-085/8"12.44101124.401.550192.82192.82

11.66VS-083/8"11.662123.320.56013.0613.06

5.280.28VS-081"5.56115.563.97022.0722.07

4.10VS-085/8"4.10114.101.5506.366.36

4.10VS-081"4.10218.203.97032.5532.55

3.41VS-085/8"3.41113.411.5505.295.29

1.630.30VS-085/8"1.93111.931.5502.992.99

VS-053/8"1.381131155.940.56087.3387.33


11.680.390.39VS-125/8"12.46101124.601.550193.13193.13

11.68VS-123/8"11.682123.360.56013.0813.08

2.540.22VS-121"2.76112.763.97010.9610.96

2.540.22VS-125/8"0.22110.221.5500.340.34

4.38VS-121"4.38218.763.97034.7834.78

6.05VS-121"6.05116.053.97024.0224.02

4.10VS-121"4.10114.103.97016.2816.28

4.10VS-125/8"4.10114.101.5506.366.36

3.41VS-125/8"3.41113.411.5505.295.29

1.630.30VS-125/8"1.93111.931.5502.992.99

VS-123/8"1.68701117.600.56065.8665.86


11.660.390.39VS-145/8"12.44101124.401.550192.82192.82

11.66VS-143/8"11.662123.320.56013.0613.06

5.280.28VS-141"5.56115.563.97022.0722.07

4.10VS-145/8"4.10114.101.5506.366.36

4.10VS-141"4.10218.203.97032.5532.55

3.41VS-145/8"3.41113.411.5505.295.29

1.630.30VS-145/8"1.93111.931.5502.992.99

VS-143/8"1.381131155.940.56087.3387.33

1,835.99Sub Total (Kg) Desp. 7%1,964.51

VIGAS SOTANO

HALL

EJE ENTRE C Y D ENTRE EJE 1 Y 3 (0,25 X 0,50)

6.000.190.19VS-04A5/8"6.388151.041.55079.1179.11

6.00VS-04A3/8"6.002112.000.5606.726.72

1.370.14VS-04A5/8"1.51111.511.5502.342.34

4.40VS-04A1"4.40218.803.97034.9434.94

1.900.15VS-04A5/8"2.05316.151.5509.539.53

VS-04A3/8"1.3837151.060.56028.5928.59


3.000.150.15VS-045/8"3.304113.201.55020.4620.46

3.00VS-043/8"3.00216.000.5603.363.36

VS-043/8"1.1823126.550.56014.8714.87


4.420.150.15VS-155/8"4.724118.881.55029.2629.26

4.42VS-153/8"4.42218.840.5604.954.95

VS-153/8"1.3830140.850.56022.8722.87


4.420.150.15VS-035/8"4.728137.761.55058.5358.53

VS-033/8"0.8830252.100.56029.1729.17

EJE ENTRE 1 Y 2 ENTRE EJE C Y D (0,40 X 0,20)

7.340.150.15VS-035/8"7.648161.121.55094.7494.74

VS-033/8"0.8844277.790.56043.5643.56

EJE ENTRE 3 Y 4 ENTRE EJE C Y D (0,25 X 0,50) 1

2.320.150.15VS-095/8"2.624110.481.55016.2416.24

2.32VS-093/8"2.32214.640.5602.602.60

VS-093/8"1.3819126.360.56014.7614.76


2.320.150.15VS-095/8"2.624110.481.55016.2416.24

2.32VS-093/8"2.32214.640.5602.602.60

VS-093/8"1.3819126.360.56014.7614.76

EJE ENTRE 5 ENTRE EJE C Y D (0,40 X 0,20)

2.380.150.15VS-135/8"2.684110.721.55016.6216.62

2.38VS-133/8"2.38214.760.5602.672.67

VS-133/8"1.3819126.770.56014.9914.99


3.900.150.15VA1/2"4.204116.800.99416.7016.70

2.32VA6mm2.32214.640.2201.021.02

VA6mm0.8220116.270.2203.583.58

605.79Sub Total (Kg) Desp. 7%648.20

VIGAS SOTANOTORRE EXTERIOR

EJE D ENTRE EJE 1 Y 6 (0,35 X 0,50)

15.800.190.19VS-023/4"16.1881129.442.180282.18282.18

15.80VS-023/8"15.802131.600.56017.7017.70

1.370.14VS-025/8"1.51213.021.5504.684.68

3.64VS-023/4"3.64217.282.18015.8715.87

5.61VS-021"5.61115.613.97022.2722.27

5.61VS-023/4"5.61115.612.18012.2312.23

7.28VS-023/4"7.283121.842.18047.6147.61

4.600.13VS-023/4"4.73219.462.18020.6220.62

VS-023/8"1.581131178.540.56099.9899.98

EJE E ENTRE EJE 1 Y 6 (0,25 X 0,60)

15.800.190.19VS-015/8"16.184164.721.550100.32100.32

15.80VS-013/8"15.802131.600.56017.7017.70

VS-013/8"1.58871136.670.56076.5476.54

EJE F ENTRE EJE 1 Y 6 (0,40 X 0,20)

15.800.190.19VS-035/8"16.1881129.441.550200.63200.63

VS-033/8"0.88872152.240.56085.2585.25

EJE 2 ENTRE EJE E Y F (0,25 X 0,40)

5.220.190.19VS-075/8"5.606133.601.55052.0852.08

VS-073/8"1.1837143.660.56024.4524.45

EJE 2 ENTRE EJE E Y D (0,25 X 0,60)

7.360.300.30VS-073/4"7.968163.682.180138.82138.82

7.36VS-073/8"7.362114.720.5608.248.24

2.400.27VS-073/4"2.67318.012.18017.4617.46

5.34VS-073/4"5.342110.682.18023.2823.28

VS-073/8"1.581131178.540.56099.9899.98

EJE 4 ENTRE EJE E Y F (0,25 X 0,50)

5.220.190.19VS-115/8"5.606133.601.55052.0852.08

VS-113/8"1.1837143.660.56024.4524.45

EJE 4 ENTRE EJE E Y D (0,25 X 0,50)

11.340.300.30VS-113/4"11.944147.762.180104.12104.12

11.34VS-113/8"11.342122.680.56012.7012.70

7.280.26VS-113/4"7.544130.162.18065.7565.75

5.340.26VS-113/4"5.602111.202.18024.4224.42

2.400.27VS-113/4"2.67318.012.18017.4617.46

4.790.27VS-115/8"5.062110.121.55015.6915.69

5.830.14VS-111"5.97115.973.97023.7023.70

VS-113/8"1.5840163.200.56035.3935.39

VS-113/8"1.3824133.120.56018.5518.55

1,762.20Sub Total (Kg) Desp. 7%1,885.55288.300.00769.821836.4935.621265.368.39TOTAL ZOTANO (Kg)4,498.26308.480.00823.711965.0438.121353.938.98

VIGAS 1ER PISOTORRE INTERIORCROQUISTIPODIAM. PulgadasLONGIT. M.N PIEZA unidadN ELEMENTO unidadPARCIAL m.PE kg/mlPARCIAL kg


6.180.150.15VS-063/8"6.484125.920.56014.5214.52

VS-066mm0.6631120.390.2204.494.49


6.600.190.19VT-075/8"6.988155.841.55086.5586.55

6.60VT-073/8"6.602113.200.5607.397.39

4.22VT-073/8"4.22218.440.5604.734.73

1.370.14VT-075/8"1.51314.531.5507.027.02

4.110.19VT-073/4"4.30218.602.18018.7518.75

4.190.600.16VT-075/8"4.95219.901.55015.3515.35

VT-073/8"1.3849167.620.56037.8737.87

VT-073/8"2.1832169.760.56039.0739.07


6.600.190.19VT-075/8"6.988155.841.55086.5586.55

6.60VT-073/8"6.602113.200.5607.397.39

4.22VT-073/8"4.22218.440.5604.734.73

1.370.14VT-075/8"1.51314.531.5507.027.02

4.110.19VT-073/4"4.30218.602.18018.7518.75

4.190.600.16VT-075/8"4.95219.901.55015.3515.35

VT-073/8"1.3849167.620.56037.8737.87

VT-073/8"2.1832169.760.56039.0739.07

EJE ENTRE B Y C ENTRE EJE 3 Y 6 (0,25 X 0,50)

7.440.390.39VT-063/4"8.226149.322.180107.52107.52

7.44VT-063/8"7.442114.880.5608.338.33

5.45VT-061"5.452110.902.97032.3732.37

VT-063/8"1.5843167.940.56038.0538.05


19.960.190.19VT-055/8"20.3481162.721.550252.22252.22

19.96VT-053/8"19.962139.920.56022.3622.36

1.370.14VT-055/8"1.51213.021.5504.684.68

3.64VT-055/8"3.64217.281.55011.2811.28

3.05VT-051"3.05113.053.97012.1112.11

3.40VT-055/8"3.40216.801.55010.5410.54

11.42VT-055/8"11.421111.421.55017.7017.70

3.04VT-051"3.04113.043.97012.0712.07

4.43VT-055/8"4.43114.431.5506.876.87

1.370.14VT-055/8"1.51213.021.5504.684.68

VT-053/8"1.381181162.840.56091.1991.19

EJE 3 ENTRE EJE A Y B (0,40 X 0,20)

2.430.150.15VT-02A5/8"2.738121.841.55033.8533.85

VT-02A3/8"0.8820117.290.5609.689.68

EJE 3 ENTRE EJE A Y C (0,25 X 0,50) 1

11.660.390.39VT-105/8"12.444149.761.55077.1377.13

11.66VT-103/8"11.662123.320.56013.0613.06

1.730.30VT-105/8"2.03316.091.5509.449.44

4.26VT-105/8"4.26114.261.5506.606.60

4.26VT-101"4.26114.263.97016.9116.91

3.45VT-105/8"3.45113.451.5505.355.35

3.45VT-101"3.45113.453.97013.7013.70

1.630.30VT-105/8"1.93111.931.5502.992.99

VT-103/8"1.3871197.980.56054.8754.87


11.660.390.39VT-105/8"12.444149.761.55077.1377.13

11.66VT-103/8"11.662123.320.56013.0613.06

1.730.30VT-105/8"2.03316.091.5509.449.44

4.26VT-105/8"4.26114.261.5506.606.60

4.26VT-101"4.26114.263.97016.9116.91

3.45VT-105/8"3.45113.451.5505.355.35

3.45VT-101"3.45113.453.97013.7013.70

1.630.30VT-105/8"1.93111.931.5502.992.99

VT-103/8"1.3871197.980.56054.8754.87


5.500.190.19VS-13/8"5.884123.520.56013.1713.17

VS-16mm0.6628118.150.2203.993.99

1,545.19Sub Total (Kg) Desp. 7%1,653.36

VIGAS 1ER PISOHALL


4.940.190.19VS-13/8"5.324121.280.56011.9211.92

VS-16mm0.6625116.300.2203.593.59

EJE ENTRE C Y D ENTRE EJE 5 Y73 (0,15 X 0,20)

6.820.190.19VS-13/8"7.204128.800.56016.1316.13

VS-16mm0.6634122.510.2204.954.95


4.300.190.19VS-13/8"4.684118.720.56010.4810.48

VS-16mm0.6622114.190.2203.123.12


3.000.150.15VT-045/8"3.304113.201.55020.4620.46

3.00VT-043/8"3.00216.000.5603.363.36

VT-043/8"1.1823126.550.56014.8714.87

EJE 1 ENTRE EJE C Y D (0,15 X 0,20)

6.220.190.19VS-13/8"6.604126.400.56014.7814.78

VS-16mm0.6631120.530.2204.524.52


6.220.190.19VS-13/8"6.604126.400.56014.7814.78

VS-16mm0.6631120.530.2204.524.52


2.320.150.15VT-095/8"2.624110.481.55016.2416.24

2.32VT-093/8"2.32214.640.5602.602.60

VT-093/8"1.3819126.360.56014.7614.76


2.320.150.15VT-095/8"2.624110.481.55016.2416.24

2.32VT-093/8"2.32214.640.5602.602.60

VT-093/8"1.3819126.360.56014.7614.76EJE ENTRE 3 Y 4 ENTRE EJE C Y D (0,15 X 0,50)

2.300.150.15VT-115/8"2.604110.401.55016.1216.12

2.30VT-113/8"2.30214.600.5602.582.58

VT-113/8"1.3819126.220.56014.6814.68


3.000.150.15VT-135/8"3.304113.201.55020.4620.46

3.00VT-133/8"3.00216.000.5603.363.36

VT-133/8"1.3823131.050.56017.3917.39


3.520.150.15VS-13/8"3.824115.280.5608.568.56

VS-16mm0.6618111.620.2202.562.56


6.220.190.19VS-13/8"6.604126.400.56014.7814.78

VS-16mm0.6631120.530.2204.524.52


VIGAS 1ER PISOTORRE EXTERIOREJE D ENTRE EJE 1 Y 7 (0,25 X 0,50)

19.960.190.19VT-035/8"20.34101203.401.550315.27315.27

19.96VT-033/8"19.962139.920.56022.3622.36

3.64VT-033/4"3.64217.282.18015.8715.87

1.370.14VT-035/8"1.51314.531.5507.027.02

5.31VT-033/4"5.312110.622.18023.1523.15

3.01VT-033/4"3.01113.012.1806.566.56

7.28VT-033/4"7.283121.842.18047.6147.61

3.04VT-033/4"3.04113.042.1806.636.63

5.88VT-033/4"5.882111.762.18025.6425.64

1.370.14VT-035/8"1.51213.021.5504.684.68

VT-033/8"1.4842162.160.56034.8134.81

EJE E ENTRE EJE 1 Y 3 (0,50 X 0,20)

19.960.190.19VT-025/8"20.3481162.721.550252.22252.22

VT-023/8"1.481072317.610.560177.86177.86

EJE F ENTRE EJE 1 Y 7 (0,25 X 0,50)

19.960.190.19VT-015/8"20.3481162.721.550252.22252.22

19.96VT-013/8"19.962139.920.56022.3622.36

1.370.14VT-015/8"1.51416.041.5509.369.36

2.85VT-015/8"2.854111.401.55017.6717.67

2.85VT-015/8"2.854111.401.55017.6717.67

2.85VT-015/8"2.854111.401.55017.6717.67

1.370.14VT-015/8"1.51416.041.5509.369.36

VT-013/8"1.381361187.680.560105.10105.10

EJE 2 ENTRE EJE D Y F (0,25 X 0,50)

8.680.190.19VT-08A3/4"9.069181.542.180177.76177.76

8.68VT-08A3/8"8.682117.360.5609.729.72

4.320.14VT-08A1"4.46218.923.97035.4135.41

4.320.14VT-08A5/8"4.46114.461.5506.916.91

5.340.14VT-08A1"5.48115.483.97021.7621.76

VT-08A3/8"1.4855181.400.56045.5845.58


12.760.190.19VT-123/4"13.1491118.262.180257.81257.81

12.76VT-123/8"12.762125.520.56014.2914.29

4.320.14VT-121"4.46218.923.97035.4135.41

4.320.14VT-125/8"4.46114.461.5506.916.91

4.35VT-121"4.35114.353.97017.2717.27

5.83VT-125/8"5.833117.491.55027.1127.11

VT-123/8"1.48791116.920.56065.4865.48


8.680.190.19VT-143/4"9.068172.482.180158.01158.01

8.68VT-143/8"8.682117.360.5609.729.72

4.320.14VT-141"4.46218.923.97035.4135.41

4.40VT-141"4.40114.403.97017.4717.47

4.40VT-143/4"4.40114.402.1809.599.59

2.260.14VT-143/4"2.40317.202.18015.7015.70

2.260.14VT-141"2.40214.803.97019.0619.06

VT-143/8"1.3855175.900.56042.5042.50

2,419.96Sub Total (Kg) Desp. 7%2,589.35299.550.00889.331796.281243.4236.24TOTAL 1ER PISO (Kg)4,563.37320.520.00951.581922.021330.4638.78

VIGAS 2DO - 9NO PISOTORRE INTERIORCROQUISTIPODIAM. PulgadasLONGIT. M.N PIEZA unidadN ELEMENTO unidadPARCIAL m.PE kg/mlPARCIAL kg


6.180.150.15VS-063/8"6.484125.920.56014.5214.52

VS-066mm0.6631120.390.2204.494.49


6.600.190.19VT-075/8"6.988155.841.55086.5586.55

6.60VT-073/8"6.602113.200.5607.397.39

4.22VT-073/8"4.22218.440.5604.734.73

1.370.14VT-075/8"1.51314.531.5507.027.02

4.110.19VT-073/4"4.30218.602.18018.7518.75

4.190.600.16VT-075/8"4.95219.901.55015.3515.35

VT-073/8"1.3849167.620.56037.8737.87

VT-073/8"2.1832169.760.56039.0739.07


6.600.190.19VT-075/8"6.988155.841.55086.5586.55

6.60VT-073/8"6.602113.200.5607.397.39

4.22VT-073/8"4.22218.440.5604.734.73

1.370.14VT-075/8"1.51314.531.5507.027.02

4.110.19VT-073/4"4.30218.602.18018.7518.75

4.190.600.16VT-075/8"4.95219.901.55015.3515.35

VT-073/8"1.3849167.620.56037.8737.87

VT-073/8"2.1832169.760.56039.0739.07

EJE ENTRE B Y C ENTRE EJE 3 Y 6 (0,25 X 0,50)

7.440.390.39VT-063/4"8.226149.322.180107.52107.52

7.44VT-063/8"7.442114.880.5608.338.33

5.45VT-061"5.452110.903.97043.2743.27

VT-063/8"1.5843167.940.56038.0538.05


19.960.190.19VT-055/8"20.3481162.721.550252.22252.22

19.96VT-053/8"19.962139.920.56022.3622.36

1.370.14VT-055/8"1.51213.021.5504.684.68

3.64VT-055/8"3.64217.281.55011.2811.28

3.05VT-051"3.05113.053.97012.1112.11

3.40VT-055/8"3.40216.801.55010.5410.54

11.42VT-055/8"11.421111.421.55017.7017.70

3.04VT-051"3.04113.043.97012.0712.07

4.43VT-055/8"4.43114.431.5506.876.87

1.370.14VT-055/8"1.51213.021.5504.684.68

VT-053/8"1.381181162.840.56091.1991.19


11.660.390.39VT-105/8"12.444149.761.55077.1377.13

11.66VT-103/8"11.662123.320.56013.0613.06

1.730.30VT-105/8"2.03316.091.5509.449.44

4.26VT-105/8"4.26114.261.5506.606.60

4.26VT-101"4.26114.263.97016.9116.91

3.45VT-105/8"3.45113.451.5505.355.35

3.45VT-101"3.45113.453.97013.7013.70

1.630.30VT-105/8"1.93111.931.5502.992.99

VT-103/8"1.3871197.980.56054.8754.87


11.660.390.39VT-105/8"12.444149.761.55077.1377.13

11.66VT-103/8"11.662123.320.56013.0613.06

1.730.30VT-105/8"2.03316.091.5509.449.44

4.26VT-105/8"4.26114.261.5506.606.60

4.26VT-101"4.26114.263.97016.9116.91

3.45VT-105/8"3.45113.451.5505.355.35

3.45VT-101"3.45113.453.97013.7013.70

1.630.30VT-105/8"1.93111.931.5502.992.99

VT-103/8"1.3871197.980.56054.8754.87


5.500.190.19VS-13/8"5.884123.520.56013.1713.17

VS-16mm0.6628118.150.2203.993.99

1,512.56Sub Total (Kg) Desp. 7%1,618.44

VIGAS 2DO - 9NO PISOHALL


4.940.190.19VS-13/8"5.324121.280.56011.9211.92

VS-16mm0.6625116.300.2203.593.59


6.820.190.19VS-13/8"7.204128.800.56016.1316.13

VS-16mm0.6634122.510.2204.954.95


4.300.190.19VS-13/8"4.684118.720.56010.4810.48

VS-16mm0.6622114.190.2203.123.12


3.000.150.15VT-045/8"3.304113.201.55020.4620.46

3.00VT-043/8"3.00216.000.5603.363.36

VT-043/8"1.1823126.550.56014.8714.87


6.220.190.19VS-13/8"6.604126.400.56014.7814.78

VS-16mm0.6631120.530.2204.524.52


6.220.190.19VS-13/8"6.604126.400.56014.7814.78

VS-16mm0.6631120.530.2204.524.52


2.320.150.15VT-095/8"2.624110.481.55016.2416.24

2.32VT-093/8"2.32214.640.5602.602.60

VT-093/8"1.3819126.360.56014.7614.76


2.320.150.15VT-095/8"2.624110.481.55016.2416.24

2.32VT-093/8"2.32214.640.5602.602.60

VT-093/8"1.3819126.360.56014.7614.76EJE ENTRE 3 Y 4 ENTRE EJE C Y D (0,15 X 0,50)

2.300.150.15VT-115/8"2.604110.401.55016.1216.12

2.30VT-113/8"2.30214.600.5602.582.58

VT-113/8"1.3819126.220.56014.6814.68


3.000.150.15VT-135/8"3.304113.201.55020.4620.46

3.00VT-133/8"3.00216.000.5603.363.36

VT-133/8"1.3823131.050.56017.3917.39


3.520.150.15VS-13/8"3.824115.280.5608.568.56

VS-16mm0.6618111.620.2202.562.56


6.220.190.19VS-13/8"6.604126.400.56014.7814.78

VS-16mm0.6631120.530.2204.524.52


VIGAS 2DO - 9NO PISOTORRE EXTERIOREJE D ENTRE EJE 1 Y 7 (0,25 X 0,50)

19.960.190.19VT-035/8"20.34101203.401.550315.27315.27

19.96VT-033/8"19.962139.920.56022.3622.36

3.64VT-033/4"3.64217.282.18015.8715.87

1.370.14VT-035/8"1.51314.531.5507.027.02

5.31VT-033/4"5.312110.622.18023.1523.15

3.01VT-033/4"3.01113.012.1806.566.56

7.28VT-033/4"7.283121.842.18047.6147.61

3.04VT-033/4"3.04113.042.1806.636.63

5.88VT-033/4"5.882111.762.18025.6425.64

1.370.14

metrado estructuras orq

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