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PRESUPUESTO OBRA: CEBA LINCOLN SUPERVISOR: ARQTA ANA MARISCAL BICACIÓN JORGE CHAVEZ 261 RESIDENTE: ING. JOEL W. FUENTES BEN DISTRITO : VILLA MARIA DEL TRIUNFO FECHA: 3/1/2014 PART ESPECIFICACIONES UNID CONTRACTUAL METRADO PARCIAL (S/.) 01.00.00 OBRAS PROVISIONALES 12,000.00 01.01.00 S!"#$% SCTR !&' 1.00 ()000.00 ()000.00 01.02.00 *#+,- $, % R %!$% !&' 1.00 )000.00 )000.00 02.00.00 OBRAS PROVISIONALES 20,382.3 02.01.00 M$+ & - $, %5$+ & - $, " 7$ !&' 1.00 2)(00.00 2)(00.00 02.02.00 O8 - , -, - !&' 1.00 1)000.00 1)000.00 02.03.00 A&5 -, $'# !&' 1.00 1)000.00 1)000.00 02.04.00 V% " #$ %#+ - $ 9 ! , -$ !&' 1.00 1)(00.00 1)(00.00 02.0(.00 C#-$ 7# 5 # -$ # 7& 6 55 !&' 1.00 1)200.00 1)200.00 02.06.00 I,% & - $, 7#$+ % $, & !" 7 # & $'# 5% :.00 3(0.00 2):00.00 02.0 .00 !&' 1.00 3)000.00 3)000.00 02.0:.00 *#$ -- $, -$, &#7 &&## !&' 1.00 1)(00.00 1)(00.00 02.0;.00 T# $ R7& , $ 52 1)6:0. ( 3.(0 ()::2.63 03.00.00 MOVIMIENTODE TIERRA 38,2!".2! 03.01.00 L 57 ##,$ 52 320.00 2.(6 :1;.20 03.02.00 E<- + - $, ,= % 7 # - 5 , $ -$## $ 53 :2.4 2 .4( 2)263. ( 03.03.00 E<- + - $, ,= % 7 # 7 %) 5"#$ -$, ,- $, 53 2(.12 31.36 : . 6 03.04.00 R&&,$ -$, 5 # & 7#$7 $ 53 (2.2; 34.36 1) ;6.(: 03.0(.00 N +& - $, -$57 - - $, & %"'># , 52 26:.00 4.06 1)0::.0: 03.06.00 E& 5 , - $, & %5$, $'# 53 1)3(0.00 21. 2;)3:;.(0 03.0 .00 E<- + - ?, 7 # C% #, 53 46.:0 4(.(0 2)12;.40 0".00.00 CONCRETO SIMPLE 0".01.00 FALSAS #APATAS "3,!!8.28 04.01.01 F &% % 7 % 8@- 100 !/-52 30 *G 53 1:.3; 20(.46 3) :.2: 04.01.02 C & "# % 8@- 100 !/-52 30 *# 5 , !&' 1.00 40)000.00 40)000.00 0".02.00 CIMIENTOSCORRIDOS 13,"0$.23 04.02.01 C 5 , $% -$## $% -$,-# $ 16 2( 7# !# , 6 5 <. 53 (0.:; 263.41 13)40(.23 0".03.00 CONCRETO SIMPLE ",1!.01 04.03.01 S$'#- 5 , $ -$,-# $ 1: 30 7# 5 , 53 12.00 20 .4( 2)4:;.40 04.03.02 E,-$8# $ %,-$8# $ ,$#5 & %$'#- 5 , $% 52 40.60 31.;: 1)2;:.3; 04.03.03 -$,-# $ S # ,& 9 0.20 -5 -$,-# $ 8-@ 100 !/-52 53 2.(0 2:4.26 10.6( 04.03.04 E<- + - $, 7 # S # ,&% 53 0.30 2 .4( :.24 04.03.0( E,-$8# $ %,-$8# $ S # ,&% 52 3.4( 31.;: 110.33 0$.00.00 CONCRETO ARMADO 0$.01.00 #APATASAISLADAS 22,$.$3 0(.01.01 C$,-# $ 7#5 -& $ 8- 24( !/-52 7 % 53 4:. 3 2(1.(( 12)2(:.;1 0(.01.02 E,-$8# $ S$7$# , 7 % 52 4;.6( 4;. 3 2)46;.0; 0(.01.03 A-#$ #8"# $ 8 4200 !/-52 , 7 % ! 2)16(.34 3.62 ):3:.(3 P. UNITARIO (S/.) I,% & - $, 7#$+ % $, & ,#! &- #- ,$ ,-&" -$,%"5$ &- .

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PRESUPUESTO - FINALPRESUPUESTOOBRA:CEBA LINCOLNSUPERVISOR:ARQTA ANA MARISCALUBICACIN :JORGE CHAVEZ 261RESIDENTE:ING. JOEL W. FUENTES BENDEZUDISTRITO :VILLA MARIA DEL TRIUNFOFECHA:3/1/14PARTESPECIFICACIONESUNIDCONTRACTUALMETRADOP. UNITARIO (S/.)PARCIAL (S/.)01.00.00OBRAS PROVISIONALES12,000.0001.01.00Seguros SCTRglb1.005,000.005,000.0001.02.00Prevencionista de Riesgosglb1.007,000.007,000.0002.00.00OBRAS PROVISIONALES20,382.6302.01.00Movilizacion y desmovilizacion de equipoglb1.002,500.002,500.0002.02.00Oficina tecnicaglb1.001,000.001,000.0002.03.00Almacen de obraglb1.001,000.001,000.0002.04.00Vestuario y servicio higienicoglb1.001,500.001,500.0002.05.00Cerco perimetrico de triplay de 6 mmglb1.001,200.001,200.0002.06.00Instalacion provisional de agua para la obrames8.00350.002,800.0002.07.00Instalacion provisional de energia electrica (no incluye consumo elect.)glb1.003,000.003,000.0002.08.00Proteccion con tela arpillerraglb1.001,500.001,500.0002.09.00Trazo y Replanteom21,680.753.505,882.6303.00.00MOVIMIENTO DE TIERRA38,274.2703.01.00Limpieza de terrenom2320.002.56819.2003.02.00Excavacion de zanjas para cimiento corridom382.4727.452,263.7503.03.00Excavacion de zanjas para zapatas, muro de contencionm325.1231.36787.7603.04.00Relleno con material propiom352.2934.361,796.5803.05.00Nivelacion y compactacion de la sub-razantem2268.004.061,088.0803.06.00Eliminacion del desmonte de obram31,350.0021.7729,389.5003.07.00Excavacin para Cisternam346.8045.502,129.4004.00.00CONCRETO SIMPLE04.01.00FALSAS ZAPATAS43,778.2804.01.01Falsas zaptas f'c=100Kg/cm2 + 30% PGm318.39205.463,778.2804.01.02Calzaduras f'c=100Kg/cm2 + 30% Piedra medianaglb1.0040,000.0040,000.0004.02.00CIMIENTOS CORRIDOS13,405.2304.02.01Cimientos corridos concreto 1:6 + 25% piedra grande (6" max.)m350.89263.4113,405.2304.03.00CONCRETO SIMPLE4,617.0104.03.01Sobrecimiento concreto 1:8 + 30% piedra medianam312.00207.452,489.4004.03.02Encofrado y desencofrado normal de sobrecimientosm240.6031.981,298.3904.03.03concreto Sardinel de h=0.20 cm ( concreto fc'=100 kg/cm2)m32.50284.26710.6504.03.04Excavacion para Sardinelesm30.3027.458.2404.03.05Encofrado y desencofrado de Sardinelesm23.4531.98110.3305.00.00CONCRETO ARMADO05.01.00ZAPATAS AISLADAS22,566.5305.01.01Concreto premezclado fc=245 kg/cm2 zapatasm348.73251.5512,258.9105.01.02Encofrado de Soporte en zapatasm249.6549.732,469.0905.01.03Acero de refuerzo de fy=4200 kg/cm2 en zapataskg2,165.343.627,838.5305.02.00VIGAS DE CIMENTACION7,776.3805.02.01Concreto premezclado fc=245 kg/cm2 de vigas de cimentacionm32.71250.20678.5405.02.02Encofrado de vigas de cimentacionm221.7049.731,078.9405.02.03Acero de refuerzo de fy=4200 kg/cm2 de vigas de cimentacionkg2,387.403.628,642.3905.02.04Concreto premezclado fc=210 kg/cm2 (FALSO PISO)m330.80252.487,776.3805.03.00MUROS DE CONTENCION30,269.6205.03.01Concreto premezclado fc=280 kg/cm2 muros de contensionm334.87302.1710,535.3405.03.02Encofrado y desencofrado con triplaym2348.6637.7913,175.7105.03.03Acero de refuerzo de fy=4200 kg/cm2kg1,811.763.626,558.5705.04.00COLUMNAS73,393.0505.04.01Concreto premezclado fc=210 kg/cm2 columnasm337.78289.7310,944.9705.04.02Concreto premezclado fc=280 kg/cm2 columnasm35.89302.171,779.8805.04.03Encofrado y desencofrado de columnas caravistam2502.1446.1023,148.5705.04.04Acero de refuerzo de fy=4200 kg/cm2kg10,364.543.6237,519.6305.05.00PLACAS323,071.1805.05.01Concreto premezclado fc=210 kg/cm2 placasm3193.09289.7355,944.50231.5905.05.02Concreto premezclado fc=280 kg/cm2 placasm338.50302.1711,633.3314,341.5405.05.03Encofrado y desencofrado de placas caravistam22,639.4337.7999,744.2161.926121385305.05.04Acero de refuerzo de fy=4200 kg/cm2kg43,024.633.62155,749.1405.06.00VIGAS Y CORTE94,458.7005.06.01Concreto premezclado fc=210 kg/cm2 Vigasm363.72288.9318,410.3205.06.02Concreto premezclado fc=280 kg/cm2 Vigasm313.35343.354,584.9905.06.03Encofrado y desencofrado de Vigasm2477.7252.4425,051.6205.06.04Acero de refuerzo de fy=4200 kg/cm2kg12,820.933.6246,411.7705.07.00LOSA ALIGERADA e=0.20 M.152,783.9905.07.01Concreto premezclado fc=210 kg/cm2 Aligeradam367.96274.7818,675.3405.07.02Concreto premezclado fc=280 kg/cm2 Aligeradam316.07287.224,616.6605.07.03Acero de refuerzo de fy=4200 kg/cm2kg2,000.733.627,242.6405.07.04Ladrillo de 30 x 30 x 15 cmpza10,260.882.4725,344.3705.07.05Encofrado de Losa Aligeradam21,207.1633.4940,427.8605.07.06Viguetas Pretensadasglb1.0056,477.1256,477.1205.08.00LOSA MACIZA4,436.7405.08.01Concreto premezclado fc=210 kg/cm2 losa macizam38.52287.222,445.8505.08.02Encofrado y desencofrado de losa macizam23.8140.28153.4505.08.03Acero de refuerzo de fy=4200 kg/cm2kg507.583.621,837.4405.09.00ESCALERA19,594.6705.09.01Concreto premezclado fc=210 kg/cm2 Escalerasm316.92289.734,901.4905.09.02Encofrado y desencofrado de escaleram2148.1068.2210,103.3105.09.03Acero de refuerzo de fy=4200 kg/cm2kg1,267.923.624,589.8705.10.00CISTERNA15,624.9505.10.01Concreto premezclado fc=210 kg/cm2 de Cisternam322.02289.006,362.4905.10.02Encofrado y desencofrado de Cisternam2131.7541.695,492.6605.10.03Acero de refuerzo de fy=4200 kg/cm2kg1,041.383.623,769.800.00ARQUITECTURA06.00.00ALBAILERIA48,839.4606.01.00Muro de ladrillo kk cabezam215.280.991,231.0506.02.00Muro de ladrillo kk sogam283448.1940,190.4606.03.00Muro de ladrillo kk cantom230015.794,737.0006.04.00Cobertura Ladrillo Pastelero en Azotea asentado con mezclam2195.620.003,912.0007.00.00PISOS Y PAVIMENTOS212,491.8007.01.00Piso Porcelanatom2794.23194.56154,525.3907.02.00Piso Ceramico Celima 30x30 en baos, vestuariosm2306.6055.5017,016.3007.03.00Piso de cemento pulido en ambientes (estacionamientos)m2325.8031.5910,292.0207.04.00Contrapiso de e=2"m21,263.7324.2630,658.0908.00.00REVOQUES ENLUCIDOS Y MOLDURAS98,394.9908.01.00Tarrajeo en muros exterioresm21,200.0022.6327,156.0008.02.00Tarrajeo en muros y Columnas interioresm23568.0014.4151,414.8808.03.00Tarrajeo en cielo razosm21,207.166.758,148.3508.04.00Vestidura de Derramesml850.0010.198,661.5008.05.00Vestidura de superficie de fondo de escaleram2148.1012.501,851.2408.06.00Vestidura de gradas de escalera y descanso para terrazo pulido color blancom247.9424.261,163.0209.00.00CONTRAZOCALOS33,168.3709.01.00Contrazocalo de porcelanatom828.0038.5031,878.0009.02.00Contrazocalo de cemento pulidom123.508.741,079.3909.03.00Contrazocalo de cermico en ingresio a baosm22.009.59210.9810.00.00ZOCALOS6,612.0610.01.00Zocalo de ceramicom2294.0022.496,612.0611.00.00CIELO RASO975.0011.01.00Falso cielo raso de baldosas en 2do piso de oficinasm215.0065.00975.0012.00.00CARPINTERIA METALICA1,490.4312.01.00Puerta Principal y cocherasm219.6044.36869.4612.02.00Puerta de Emergenciam27.0088.71620.9713.00.00CARPINTERIA DE MADERA35,999.8513.01.00Puerta de 0.80 x 2.40und66.00159.4210,521.7213.02.00Puerta de 0.90 x 2.40und30.00383.8811,516.4013.03.00Closetml61.50227.0213,961.7314.00.00CERRAJERIA16,034.8914.01.00Cerradura para puerta principal pesadapza31.00153.434,756.3314.02.00Cerradura Puerta interiorpza66.00120.567,956.9614.03.00Bisagra aluminizada capuchina 3"x3"pza384.008.653,321.6015.00.00VIDRIOS, CRISTALES Y SIMILARES28,754.0215.01.00Ventanas de vidrio de 6 mmm2198.5067.0913,316.8115.02.00Ventanas de vidrio de 8 mmm2150.0092.1713,824.8415.03.00Mamparas 10 mmm213.00124.031,612.3716.00.00PINTURA53,998.9216.01.00Imprimacin Empaste y sellado exteriorm21,200.009.0010,800.0016.02.00Pintura de cielorasso latex lavablem21,207.168.6410,429.8816.03.00Pintura latex color interior en muros, columnas y placas 2 manosm23,738.007.8229,231.1616,04,00Pintura para Puertas de maderam2157.5020.993,305.9316,04,00Pintura para Puertas de metalicasm226.608.72231.9517.00.00APARATOS Y ACCESORIOS SANITARIOS52,884.5617.01.00Griferia para ovalines - Vainsau6.0089.46536.7617.02.00Griferia para Lavaderos -COCINAu12.0089.461,073.5217.03.00Lavaderosu12.0086.331,035.9617.04.00Griferia para Duchas - Vainsau12.0089.461,073.5217.05.00Ovalines - STD Trebolu147.00252.2037,073.4017.06.00Trampas Cromadasu34.0065.002,210.0017.07.00Inodoro One piece Acquajet STD - Trebolu12.00427.005,124.0017.07.01Inodoro top piece - Trebolu13.00285.003,705.0017.08.00Tablero de marmol para ovalinesml6.00175.401,052.4019.00.00VARIOS44,200.0019.01.00Jardinera y Grassm224.0050.001,200.0019.02.00Instalacin y Colocacin de plataforma de elevadoraglb1.0079,750.0019.03.00Ascensorglb1.0082,500.0019.04.00Limpieza al final de la obraglb1.004,500.004,500.0019.05.00sistema Contraincendioglb1.0038,500.0038,500.0019.06.00Instalacion de gasglb1.0011,000.000.00INSTALACIONES ELECTRICAS0.0020.00.00SISTEMA DE ELECTRICIDAD20.01.00SALIDAS PARA ALUMBRADO18,233.5220.01.01SALIDA PARA ARTEFACTO ADOSADO EN TECHOpto216.0074.1216,009.9220.01.02SALIDA PARA ARTEFACTO ADOSADO EN PAREDpto30.0074.122,223.6020.02.00INTERRUPTORES8,352.0020.02.01INTERRUPTOR UNIPOLARu34.0043.501,479.0020.02.02INTERRUPTOR BIPOLARu26.0043.501,131.0020.02.03INTERRUPTOR DE CONMUTACION SIMPLEu103.0043.504,480.5020.02.04INTERRUPTOR DE CONMUTACION DOBLEu29.0043.501,261.5020.03.00CAJAS DE PASO1,090.9720.03.01CAJA DE PASE CUADRA 400x400x100mm.ADOSADA A TECHOpza2.0030.8561.7020.03.02CAJA DE PASE CUADRA 100x100x50pza9.0024.11216.9920.03.05CAJA DE PASE CUADRA 300x300x150pza3.0027.7883.3420.03.06CAJA DE PASE CUADRA 400x300x150pza3.0051.34154.0220.03.07CAJA DE PASE CUADRA 650x350x150pza2.0032.8665.7220.03.08CAJA DE PASE CUADRA 1000x500x150pza2.0075.32150.6420.03.09CAJA DE PASE CUADRA 1200x500x150pza2.0089.64179.2820.03.10CAJA DE PASE CUADRA 1500x500x200pza2.0089.64179.2820.03.14CAJA DE PASE STANDARD EN PARED TECHOpza9.0051.3420.04.00SALIDAS PARA TOMACORRIENTES24,408.4020.04.01TOMACORRIENTE SIMPLE CON PUESTA A TIERRA h=0.30mpto182.0089.2016,234.4020.04.02TOMACORRIENTE SIMPLE ALTO CON PUESTA A TIERRApto78.0088.606,910.8020.04.03SALIDA DE TOMACORRIENTE MONOFASICO PUESTA A TIERRA A PRUEBA DE AGUApto2.0088.60177.2020.04.04SALIDA TRIFASICA PARA COCINA ELECTRICApto12.0090.501,086.0020.05.00ACOMETIDA Y MONTANTE DE ALIMENTADORES28,608.0820.05.01CONDUCTORES0.00MATMOEQTUBO20.05.01.0170mm2 THWml37.6836.441,373.0623.5825.9389.750.752.7536.43820.05.01.0235 mm2 THWml37.5023.85894.3812.1413.3549.750.752.7523.85420.05.01.0316mm2 THWml881.2716.7514,761.275.686.2489.750.752.7516.74820.05.01.0410 mm2 THWml50.4114.68740.023.84.189.750.752.7514.6820.05.01.056 mm2 THWml14.4013.06188.062.332.5639.750.752.7513.06320.05.01.064 mm2 TWml405.0012.164,924.801.511.6619.750.752.7512.16120.05.01.086 mm2 TWml442.2012.955,726.492.232.4539.750.752.7512.95320.05.02DUCTOS DE PVC8,431.5020.05.02.01TUBERIA DE PVC -SAP 80mmDml17.5023.65413.8980020.05.02.02TUBERIA DE PVC -SAP 50mmDml12.5018.05225.685020.05.02.03TUBERIA DE PVC -SAP 40mmDml300.0016.154,844.744020.05.02.04TUBERIA DE PVC -SAP 35mmDml35.0015.27534.403520.05.02.05TUBERIA DE PVC -SAP 25mmDml11.0014.45158.922520.05.02.06TUBERIA DE PVC -SAP 20mmDml142.2015.852,253.8720020.06.00SISTEMAS DE PUESTA A TIERRA RESISITIVIDAD DEL TERRENO = 400 ohms/ml.3,882.501.9052020.06.011 x 50 mm2 Cum15.0045.50682.503.17520.06.03VARILLLA DE COBRE 25 mm f x 2.40 mts de largo ( Pozo a Tierra )u2.001,200.002,400.007.6220.06.04DOSIS DE RATADA CON LABORGEL O SIMILAR x m.3glb1.00800.00800.0020.07.00TABLEROS DE FUERZA9,951.3120.07.01GABINETE DE 36 POLOS 220 Voltios-3-60Hz- Icc. Simetrico = 10 kAmp.u1.00584.47584.4720.07.02GABINETE DE 30 POLOS 220 Voltios-3-60Hz- Icc. Simetrico = 10 kAmp.u12.00537.976,455.6420.07.03GABINETE DE 20 POLOS 220 Voltios-3-60Hz- Icc. Simetrico = 10 kAmp.u6.00485.202,911.2020.08.00INTERRUPTORES TERMOMAGNETICOS6,454.2620.08.01Interruptor automatico termomagnetico 10 KA / 220 V de 2 x20Au77.0046.193,556.6320.08.02Interruptor automatico termomagnetico 10 KA / 220 V de 2 x25Au6.00105.20631.2020.08.03Interruptor automatico termomagnetico 10 KA / 220 V de 2 x30Au1.00110.19110.1920.08.04Interruptor automatico termomagnetico 10 KA / 220 V de 3 x20Au3.00115.50346.5020.08.05Interruptor automatico termomagnetico 10 KA / 220 V de 3 x30Au1.0012.1012.1020.08.06Interruptor automatico termomagnetico 10 KA / 220 V de 3 x40Au1.00132.19132.1920.08.07Interruptor automatico termomagnetico 10 KA / 220 V de 3 x60Au1.00155.40155.4020.08.08Interruptor automatico termomagnetico 10 KA / 220 V de 3 x100Au1.00179.65179.6520.08.09Interruptor automatico termomagnetico 25 KA / 220 V de 3 x150Au1.00550.40550.4020.08.10INTERRUPTORES DIFERENCIALESu6.00130.00780.0020.08.00PRUEBAS Y PUESTA EN SERVICIO2,000.0020.08.01MEDIDA DE AISLAMIENTO,RESISTENCIA ,CONTINUIDAD Y PUESTA EN SERVICIOglb1.002,000.002,000.000.0021.00.00SISTEMA DE COMUNICACIONES21.01.00SALIDA PARA TV - TELEF-INTERCOM7,204.8621.01.01SALIDA TELEFONO EXTERNOpto25.0059.251,481.2521.01.02SALIDA PARA INTERCOMUNICADORpto31.0057.421,780.0221.01.03SALIDA PARA TELEVISIONpto43.0039.931,716.9921.01.04SALIDA PARA BOTON PULSADOR DE TIMBREpto12.00131.051,572.6021.01.05SALIDA PARA TIMBRE CON TRANSFORMADOR 220/12vpto12.0054.50654.0021.02.00CAJAS DE PASO2,620.7821.02.01CAJA DE PASE CUADRA 300x300x150pza15.6032.78511.3721.02.02CAJA DE PASE CUADRA 650x350x150pza33.6062.782,109.4121.03.00DUCTOS DE PVC1,433.8421.03.01TUBERIA DE PVC -SAP 20 mmD (montantes) (1)m35.1015.85556.3421.03.02TUBERIA DE PVC -SAP 25 mmD (montantes) (2)m39.0022.50877.5022.00.00SISTEMA DE ALARMAS1,336.9522.01.00SALIDA PARA LUMINARIA DE EMERGENCIApto9.00148.551,336.9523.00.00SALIDA PARA SENSORES8,068.6923.01.00SALIDA PARA EQUIPO DETECTOR DE TEMPERATURApto26.00128.323,336.3223.02.00SALIDA PARA EQUIPO DETECTOR DE HUMOpto21.00133.322,799.7223.03.00SALIDA PARA CENTRAL DE ALARMA CONTRA-INCENDIO (no inc. Central)pto1.00282.77282.7723.04.00SALIDA PARA SIRENA DE ALARMA CONTRA-INCENDIOpto9.00183.321,649.880.00INSTALACIONES SANITARIAS0.0024.00.00SISTEMA DE DESAGUE24.01.00SALIDAS Y RED DE DESAGUE24,322.4824.01.01SALIDAS DE DESAGUE DE 2"pto.83.0081.306,747.9024.01.02SALIDAS DE DESAGUE DE 4"pto.24.00105.892,541.3624.01.03TUBERIA COLGANTE DE 4"ml58.8740.542,386.5924.01.04TUBERIA COLGANTE DE 2"ml18.1535.52644.6924.01.05RED DE DESAGUE DE 2"ml9.8920.11198.8924.01.06RED DE DESAGUE DE 3"ml2.8021.7460.8724.01.07RED DE DESAGUE DE 4"ml49.8824.341,214.0824.01.08RED DE DESAGUE DE 6"ml8.5037.45318.3324.01.09MONTANTE DE VENTILACION DE 3"ml81.5545.823,736.6224.01.10MONTANTE DE DESAGUE DE 4"ml42.4545.501,931.4824.01.11MONTANTE DE VENTILACION DE 2"ml36.9542.001,551.9024.01.12SOMBRERO DE VENTILACION DE 2"und.4.0013.1152.4424.01.13SOMBRERO DE VENTILACION DE 3"und.5.0016.3781.8524.01.14SOMBRERO DE VENTILACION DE 4"und.3.0020.1560.4524.01.15CAJAS DE REGISTRO DE 12"x24" CON TAPA DE CONCRETOund.1.00159.03159.0324.01.16EMPALME A LA RED PUBLICAund.1.001,850.001,850.0024.01.17REJILLA DE DESAGUEund.12.0065.50786.0024.02.00ACCESORIOS DE DESAGE1,794.8324.02.01VALVULA FLOTADORAund.2.0058.50117.0024.02.02SUMIDEROS DE BRONCE DE 2"und.36.0035.871,291.3224.02.03REGISTROS DE BRONCE DE 4"und.5.0050.71253.5524.02.04REGISTROS DE BRONCE DE 2"und.4.0033.24132.9624.03.00VARIOS1,500.0024.03.01PRUEBAS HIDRAULICAS Y DESINFECCIONglb1.001,500.001,500.000.0025.00.00SISTEMA DE AGUA FRIA25.01.00SALIDAS DE AGUA FRIA23,752.7325.01.01SALIDA DE AGUA FRIA DE 1/2"pto122.0069.678,499.7425.01.04RED DE AGUA FRIA DE 1/2"ml65.4012.19797.2325.01.05RED DE AGUA FRIA DE 3/4"ml91.6712.571,152.2925.01.06RED DE AGUA FRIA DE 1"und.22.0413.03287.1211425.01.09VALVULAS ESFERICAS DE BRONCE DE 1"und.35.00107.173,750.953825.01.10VALVULAS ESFERICAS DE BRONCE DE 3/4"und.42.0093.883,942.9625.01.11VALVULAS ESFERICAS DE BRONCE DE 1/2"und.52.0069.473,612.4425.01.12SALIDA Y BATERIA PARA MEDIDORES DE AGUA 1"und.14.0065.00910.0025.01.13EMPALME A LA RED PUBLICAglb1.00800.00800.0026.00.00RED DE AGUA CALIENTE5,597.1426.01.00SALIDA DE AGUA CALIENTE CPVC 1/2"pto40.00108.744,349.6026.03.00RED DE AGUA CALIENTE CPVC 1/2"ml67.0018.621,247.5427.00.00CUARTO DE BOMBAS2,204.3027.01.00COLOCACION NIPLE ROMPEAGUAS 1 NIPLE DE 1.1/2" - 2 NIPLES DE DE 2"und3.00238.00714.0027.02.00TUBO 3" PVC CLASE 10ml4.0033.10132.4027.03.00PUNTO PARA SUMIDEROpto1.0054.5054.5027.04.00VALVULA DE CONTROL PARA INGRESO A CISTERNA DE 3"und1.00271.00271.0027.05.00FLOTADORA CHECK DE 1.1/2" FLIPPEN O SIMILARund1.00412.00412.0027.06.00CHECK DE PIE DE 4" CIMVAL O SIMILARund1.00620.40620.4028.00.00PRUEBAS HIDRAULICAS2,500.0028.01.00PRUEBAS HIDRAULICAS DE DESAGUE GLOBALund.1.002,500.002,500.000.00COSTO DIRECTOS/.1,709,842.181,709,842.180.00GASTOS GENERALES10%S/.170,984.22UTILIDAD DEL CONTRATISTA5%S/.85,492.111664SUB TOTAL PRESUPUESTOS/.1,966,318.511027.5493851897377.78DOLARES/M2IMPUESTO GENERAL A LAS VENTAS18%S/.353,937.33TOTAL PRESUPUESTO EN NUEVOS SOLESS/.2,320,255.84

FALSAS ZAPATASPLANILLA DE METRADOOBRA:CENTRO EDUCATIVO CEBA LINCOLNSUPERVISOR:ARQTA.ANA MARISCAL C.C.UBICACIN :JORGE CHAVEZ 261RESIDENTE:ARQTA.ANA MARISCAL C.C.DISTRITO :VILLA MARIAFECHA:3/1/14CdigoElementoEXCAVACIONCONCRETOENCOFRADOFierroLongitud TotalObservacionesDescripcionCantidad de ElementosMedidasTotal (m3)MedidasTotal (m3)MedidasTotal (m3)@Diam.Cant.Long.1/43/81/25/83/41MedidasTotal (m2)lahlahlahahVIGASFALSAS ZAPATASFALSAS ZAPATAS1.006.751.152.3018.39------7.76------0.00------------------18.39m30.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00TOTAL (KG)0.00KG00

ZAPATASPLANILLA DE METRADOOBRA:CEBA LINCOLNSUPERVISOR:ARQTA ANA MARISCAL C.C.UBICACIN :JORGE CHAVEZ 261RESIDENTE:ANA MARISCALDISTRITO :VILLA MARIA DEL TRIUNFOFECHA:3/1/14CdigoElementoEXCAVACIONCONCRETOENCOFRADOFierroLongitud TotalObservacionesDescripcionCantidad de ElementosMedidasTotal (m3)MedidasTotal (m3)MedidasTotal (m3)@Diam.Cant.Long.1/43/81/25/83/41MedidasTotal (m2)lahlahlahahVIGASZAPATASZAPATA Z-12.002.502.501.2516.092.502.500.607.502.502.500.606.00HORIZ.0.203/4132.40----60.00-12.502.000.000.000.000.000.00TRANS.0.201132.40-----60.000.000.000.000.000.000.00------ZAPATA Z-21.002.501.301.254.182.501.300.601.952.500.700.602.34HORIZ.0.205/8132.40---30.00--3.251.000.000.00TRANS.0.205/871.20---7.80--0.000.000.000.00------0.00ZAPATA Z-32.002.202.201.2512.462.202.200.605.812.202.200.605.28HORIZ.0.203/4112.10----46.20-9.682.000.000.000.00TRANS.0.203/4112.10----46.20-0.000.000.00------0.00ZAPATA Z-42.001.501.501.255.791.501.500.602.701.502.400.602.34HORIZ.0.203/481.40----21.00-4.502.000.000.000.00TRANS.0.203/481.40----21.00-0.000.000.000.00------0.00ZAPATA Z-51.001.602.501.255.151.602.500.602.401.602.500.604.92HORIZ.0.203/481.50----12.00-1.000.000.000.00TRANS.0.203/4132.40----30.00-0.000.000.00------ZAPATA Z-5'1.001.001.201.251.551.001.200.600.721.001.200.602.25HORIZ.0.205/850.90---4.50--1.000.000.000.00TRANS.0.205/861.10---6.60--0.000.000.00------ZAPATA Z-5''1.002.004.001.2510.302.004.000.604.802.004.000.606.75HORIZ.0.201101.90-----19.001.000.000.000.00TRANS.0.203/4203.90----78.00-0.000.000.00------ZAPATA Z-61.001.502.501.254.831.502.500.602.251.502.500.604.35HORIZ.0.20181.40-----10.501.000.000.000.00TRANS.0.203/4132.40----30.00-0.000.000.00------ZAPATA Z-6'1.001.201.901.252.941.201.900.601.371.201.900.602.82HORIZ.0.20161.10-----6.601.000.000.000.00TRANS.0.203/4101.80----17.10-0.000.000.00------ZAPATA Z-74.001.302.501.2516.741.302.500.607.800.702.500.602.34HORIZ.0.205/8131.20---62.40--4.000.000.000.00TRANS.0.205/872.40---67.20--0.000.000.00------ZAPATA Z-81.006.253.051.2524.546.253.050.6011.446.253.050.6010.26HORIZ.0.205/8316.15---192.19--1.000.000.000.00HORIZ.0.203/4312.95----92.19-0.000.000.00------1.000.000.000.00TRANS.0.205/8152.95---44.25--1.000.000.000.00TRANS.0.203/4152.95----44.25-0.000.000.00------1.000.000.00------104.5748.7349.650.000.000.00414.94497.9496.100.000.000.000.000.000.00655.601125.34384.400.000.000.00643.9822,636.1913,744.990.000.00TOTAL (KG)2,165.34KG10.677777777832.0333333333

VIGAS DE CIMENTPLANILLA DE METRADOOBRA:CEBA LINCOLNSUPERVISOR:ARQTA.ANA MARISCALUBICACIN :JORGE CHAVEZ 261RESIDENTE:ING. JOEL W. FUENTES BENDEZUDISTRITO :VILLA MARIA DEL TRIUNFOFECHA:3/1/14CdigoElementoEXCAVACIONCONCRETOENCOFRADOFierroLongitud TotalObservacionesDescripcionCantidad de ElementosMedidasTotal (m3)MedidasTotal (m3)MedidasTotal (m3)@Diam.Cant.Long.1/43/81/25/83/41MedidasTotal (m2)lahlahlahahVIGASVIGAS DE CIMENTACION0.00VC .25 x .60 (eje C-C)0.00VC .25 x .60 (ENTRE EJES 1-5)1.004.170.250.600.634.170.250.600.634.170.605.00F LONG.SUP.3/4510.90----54.50-1.04VC .25 x .60 (ENTRE EJES 5-6)1.000.630.250.600.090.630.250.600.090.630.600.76empalme3/450.75----3.75-0.161.000.00F LONG.CENT.3/829.90-19.80----1.000.00empalme3/820.45-0.90----0.001.000.00F LONG.INF.5/839.90---29.70--0.001.000.00empalme5/830.60---1.80--0.001.000.00ESTRIBOS6.103/8371.35-49.95----0.001.000.002.553/8191.35-25.99----0.001.000.00------0.00VC .25 x .60 (eje D-D)0.00VC .25 x .60 (ENTRE EJES 1-3)1.001.500.250.600.231.500.250.600.231.500.601.80F LONG.SUP.7.933/459.03----45.15-0.38VC .25 x .60 (ENTRE EJES 3-6)1.002.080.250.600.312.080.250.600.312.080.602.50empalme3/450.75----3.75-0.521.000.00F LONG.CENT.7.933/828.73-17.46----1.000.00empalme3/820.45-0.90----0.001.000.00F LONG.INF.7.935/838.93---26.79--0.001.000.00empalme5/830.60---1.80--0.001.000.00ESTRIBOS2.403/8191.35-24.98----0.001.000.004.503/8291.35-39.15----0.001.000.00------0.00VC .25 x .60 (eje 5-4)0.00VC .25 x .60 (ENTRE EJES B-C)1.002.930.250.600.442.930.250.600.442.930.603.52F LONG.SUP.5.283/455.88----29.40-0.73VC .25 x .60 (ENTRE EJES 3-6)1.004.220.250.600.634.220.250.600.634.220.605.06empalme3/450.75----3.75-1.061.002.550.250.600.382.550.250.600.382.550.603.06F LONG.CENT.5.283/825.78-11.56----1.000.00empalme3/820.45-0.90----0.001.000.00F LONG.INF.5.285/835.78---17.34--0.001.000.00empalme5/830.60---1.80--0.001.000.00ESTRIBOS5.283/8331.35-44.42----0.001.000.00------0.001.000.00------0.001.000.00F LONG.SUP.6.703/457.30----36.50-0.001.000.00empalme3/450.75----3.75-0.001.000.00F LONG.CENT.6.703/827.20-14.40----0.001.000.00empalme3/820.45-0.90----0.001.000.00F LONG.INF.6.705/837.20---21.60--0.001.000.00empalme5/830.60---1.80--0.001.000.00ESTRIBOS6.703/8401.35-54.00----0.001.000.00------1.00------1.00F LONG.SUP.4.953/455.55----27.75-1.00empalme3/450.75----3.75-1.00F LONG.CENT.4.953/825.45-10.90----1.00empalme3/820.45-0.90----1.00F LONG.INF.4.955/835.45---16.35--1.00empalme5/830.60---1.80--1.00ESTRIBOS4.653/8301.35-40.16----1.00------1.00------1.00------2.7121.70METROS0.00915.890.00307.89624.900.000.00VARILLAS0.00101.770.0034.2169.43KILOS0.00512.900.00477.851,396.650.000.00TOTAL (KG)2,387.40KG00

MUROS CONTPLANILLA DE METRADOOBRA:CEBA LINCOLNSUPERVISOR:ARQTA ANA MARISCAL C.C.UBICACIN :VILLA MARIA DEL TRIUNFORESIDENTE:ARQTA. ANA MARISCALDISTRITO :VILLA MARIA DEL TRIUNFOFECHA:3/1/14CdigoElementoEXCAVACIONCONCRETOENCOFRADOFierroLongitud TotalObservacionesDescripcionCantidad de ElementosMedidasTotal (m3)MedidasTotal (m3)MedidasTotal (m3)@Diam.Cant.Long.1/43/81/25/83/41MedidasTotal (m2)lahlahlahahMUROS DE CONTECIONSEGUNDO SOTANO------CORTE 1 EJE A-B/2-51.002.720.601.151.882.720.203.151.712.723.1517.14 VERT0.253/8114.18-45.48----1.631.002.720.00 VERT0.253/8114.18-45.48----0.001.002.500.00 HORI0.253/8122.72-32.64----0.001.002.500.00 HORI0.253/8122.72-32.64----0.000.000.00------1.004.380.601.153.024.380.203.152.764.383.1527.59 VERT0.253/8184.18-73.23----1.004.380.00 VERT0.253/8184.18-73.23----1.002.500.00 HORI0.253/8124.38-52.56----1.002.500.00 HORI0.253/8124.38-52.56----0.000.00------CORTE 2 EJES 1-2/B1.002.900.601.152.002.900.203.151.832.903.1518.27 VERT0.253/8124.18-48.49----1.741.002.900.00 VERT0.253/8124.18-48.49----0.001.002.500.00 HORI0.253/8122.90-34.80----0.001.002.500.00 HORI0.253/8122.90-34.80----0.000.000.00------CORTE 6 EJE 6-6 /C-D1.003.450.601.152.383.450.203.152.173.453.1521.74 VERT0.253/8144.18-57.68----2.071.003.450.00 VERT0.253/8144.18-57.68----0.001.002.500.00 HORI0.253/8123.45-41.40----0.001.002.500.00 HORI0.253/8123.45-41.40----0.000.00------0.00CORTE 6 EJES 6-6 /D-E1.001.600.601.151.101.600.203.151.011.603.1510.08 VERT0.253/864.18-26.75----0.961.001.600.00 VERT0.253/864.18-26.75----0.001.002.500.00 HORI0.253/8121.60-19.20----0.001.002.500.00 HORI0.253/8121.60-19.20----0.000.00------0.00CORTE 7-7 EJES E/5-61.003.000.601.152.073.000.203.151.893.003.1518.90 VERT0.253/8124.30-51.60----1.801.003.000.00 VERT0.253/8124.30-51.60----0.001.002.500.00 HORI0.253/8123.00-36.00----0.001.002.500.00 HORI0.253/8123.00-36.00----0.000.00------0.00CORTE 8-8 EJES E/4-51.001.400.601.150.971.400.203.150.881.403.158.82 VERT0.253/864.30-24.08----0.841.001.400.00 VERT0.253/864.30-24.08----0.001.002.500.00 HORI0.253/8121.40-16.80----0.001.002.500.00 HORI0.253/8121.40-16.80----0.000.00------0.001.002.700.601.151.862.700.203.151.702.703.1517.01 VERT0.253/8114.30-46.44----1.621.002.700.00 VERT0.253/8114.30-46.44----0.001.002.500.00 HORI0.253/8122.70-32.40----0.001.002.500.00 HORI0.253/8122.70-32.40----0.000.00------0.001.002.700.601.151.862.700.203.151.702.703.1517.01 VERT0.253/8114.30-46.44----1.621.002.700.00 VERT0.253/8114.30-46.44----0.001.002.500.00 HORI0.253/8122.70-32.40----0.001.002.500.00 HORI0.253/8122.70-32.40----0.00------0.00PRIMER SOTANO------CORTE 1 EJE A-B/2-51.000.002.720.202.501.362.722.5013.60 VERT0.253/8112.78-30.25----0.001.002.720.00 VERT0.253/8112.78-30.25----0.001.002.500.00 HORI0.253/8122.90-34.80----0.001.002.500.00 HORI0.253/8122.90-34.80----0.000.000.00------1.000.004.380.202.502.194.382.5021.90 VERT0.253/8182.78-48.71----1.004.380.00 VERT0.253/8182.78-48.71----1.002.500.00 HORI0.253/8124.56-54.72----1.002.500.00 HORI0.253/8124.56-54.72----0.000.00------CORTE 2 EJES 1-2/B1.000.002.900.202.501.452.902.5014.50 VERT0.253/8122.78-32.25----0.001.002.900.00 VERT0.253/8122.78-32.25----0.001.002.500.00 HORI0.253/8123.08-36.96----0.001.002.500.00 HORI0.253/8123.08-36.96----0.000.000.00------CORTE 6 EJE 6-6 /C-D1.000.003.450.202.501.733.452.5017.25 VERT0.253/8142.78-38.36----0.001.003.450.00 VERT0.253/8142.78-38.36----0.001.002.500.00 HORI0.253/8123.63-43.56----0.001.002.500.00 HORI0.253/8123.63-43.56----0.000.00------0.00CORTE 6 EJES 6-6 /D-E1.000.001.600.202.500.801.602.508.00 VERT0.253/862.78-17.79----0.001.001.600.00 VERT0.253/862.78-17.79----0.001.002.500.00 HORI0.253/8121.78-21.36----0.001.002.500.00 HORI0.253/8121.78-21.36----0.000.00------0.00CORTE 7-7 EJES E/5-61.000.003.000.202.501.503.002.5015.00 VERT0.253/8122.78-33.36----0.001.003.000.00 VERT0.253/8122.78-33.36----0.001.002.500.00 HORI0.253/8123.18-38.16----0.001.002.500.00 HORI0.253/8123.18-38.16----0.000.00------0.00CORTE 8-8 EJES E/4-51.000.001.400.202.500.701.402.507.00 VERT0.253/862.78-15.57----0.001.001.400.00 VERT0.253/862.78-15.57----0.001.002.500.00 HORI0.253/8121.58-18.96----0.001.002.500.00 HORI0.253/8121.58-18.96----0.000.00------0.001.000.002.700.202.501.352.702.5013.50 VERT0.253/8112.73-29.48----0.001.002.700.00 VERT0.253/8112.73-29.48----0.001.002.500.00 HORI0.253/8122.88-34.56----0.001.002.500.00 HORI0.253/8122.88-34.56----0.000.00------0.001.000.002.700.202.501.352.702.5013.50 VERT0.253/8112.73-29.48----0.001.002.700.00 VERT0.253/8112.73-29.48----0.001.002.500.00 HORI0.253/8122.88-34.56----0.001.002.500.00 HORI0.253/8122.88-34.56----0.00------0.00CORTE 9-9 EJES 6/E-G1.000.003.400.203.152.143.403.1521.42 VERT0.253/8143.38-45.97----0.001.003.400.00 VERT0.253/8143.38-45.97----0.001.002.500.00 HORI0.253/8123.64-43.68----0.001.002.500.00 HORI0.253/8123.64-43.68----0.00------0.001.000.002.400.203.151.512.403.1515.12 VERT0.253/8103.38-32.45----0.001.002.400.00 VERT0.253/8103.38-32.45----0.001.002.500.00 HORI0.253/8122.64-31.68----0.001.002.500.00 HORI0.253/8122.64-31.68----0.00------0.001.000.004.970.203.153.134.973.1531.31 VERT0.253/8204.53-90.06----0.001.004.970.00 VERT0.253/8204.53-90.06----0.001.002.500.00 HORI0.253/8125.21-62.52----0.001.002.500.00 HORI0.253/8125.21-62.52----0.00------1.00------1.00------1.00------1.00------------0.0017.1534.87348.66METROS0.003235.280.000.000.000.000.00VARILLAS0.00359.480.000.000.00KILOS0.001,811.760.000.000.000.000.00TOTAL (KG)1,811.76KG00

CIMIENTOSPLANILLA DE METRADOARQTA.ANAMARISCALOBRA:CEBA LINCOLNSUPERVISOR:ARQTA ANA MARISCAL C.C.UBICACIN :JORGE CHAVEZ 261RESIDENTE:DISTRITO :VILLA MARIA DEL TRIUNFOFECHA:CdigoElementoEXCAVACIONCONCRETOENCOFRADOFierroLongitud TotalObservacionesDescripcionCantidad de ElementosMedidasTotal (m3)MedidasTotal (m3)MedidasTotal (m3)@Diam.Cant.Long.1/43/81/25/83/41MedidasTotal (m2)lahlahlahahCIMIENTOSCIMIENTOS N -5.45------0.00------EJE 1/B-C1.004.150.600.601.494.150.600.601.494.150.602.49------2.49EJE 1/C-D1.000.600.600.600.220.600.600.600.220.600.600.36------0.36EJE 5/A-B1.001.980.600.600.711.980.600.600.711.980.601.19------1.191.000.000.000.000.000.00------EJE 6/A-B-C1.007.100.600.602.567.100.600.602.567.100.604.26------4.26EJE 6/C-D1.003.950.600.601.423.950.600.601.423.950.602.37------2.37EJE 6/D-E1.003.350.600.601.213.350.600.601.213.350.602.01------2.011.000.000.000.000.000.00------0.00EJE 2/D-E1.003.950.600.601.423.950.600.601.423.950.602.37------2.37EJE 5/E-G1.005.060.600.601.825.060.600.601.825.060.603.04------3.04EJE 6/E-G1.004.650.600.601.674.650.600.601.674.650.602.79------2.791.000.000.000.000.000.00------0.00EJE A/5-61.002.700.600.600.972.700.600.600.972.700.601.62------1.62EJE B/1-21.000.950.600.600.340.950.600.600.340.950.600.57------0.57EJE B/3-51.001.650.600.600.591.650.600.600.591.650.600.99------0.991.000.000.000.000.000.00------0.00EJE E/2-31.001.230.600.600.441.230.600.600.441.230.600.74------0.74EJE E/2-42.003.131.601.6016.033.131.601.6016.033.131.6010.02------10.02EJE G/5-63.001.602.602.6032.451.602.602.6032.451.602.6012.48------12.481.000.000.000.000.000.00------0.00CIMIENTOS N -0.050.00EJE 1/D-E1.002.850.601.151.972.850.600.601.032.850.601.71------1.71EJE 1/E-F1.000.250.601.150.170.250.600.900.140.250.900.23------0.15EJE 1/H-F1.001.330.601.150.911.330.600.900.721.330.901.19------0.80EJE 1/H-J1.004.330.401.151.994.330.400.601.044.330.602.60------1.73EJE 6/H-J2.005.750.601.157.945.750.600.604.145.750.606.90------6.901.000.000.000.000.000.00------0.00EJE J-J - CA1.004.350.601.153.004.350.600.601.574.350.602.61------2.61EJE J-J - ALBAILERIA1.004.550.601.153.144.550.601.604.374.551.607.28------2.731.000.000.000.000.000.00------0.0082.4776.34AMETROS0.000.000.000.000.000.000.00VARILLAS0.000.000.000.000.00KILOS0.000.000.000.000.000.000.00TOTAL (KG)0.00KG00

CISTERNAPLANILLA DE METRADOOBRA:CEBA LINCOLNSUPERVISOR:ARQTA ANA MARISCAL C.C.UBICACIN :JORGE CHAVEZ 261RESIDENTE:ING. JOEL W. FUENTES BENDEZUDISTRITO :VILLA MARIA DEL TRIUNFOFECHA:3/1/14CdigoElementoEXCAVACIONCONCRETOENCOFRADOFierroLongitud TotalObservacionesDescripcionCantidad de ElementosMedidasTotal (m3)MedidasTotal (m3)MedidasTotal (m3)@Diam.Cant.Long.1/43/81/25/83/41MedidasTotal (m2)lahlahlahahCISTERNAMUROS LATERALES------0.00------CORTE 1-1 EJE B/2-51.002.720.252.901.972.722.9015.78 VERT0.253/8113.25-35.36----0.001.002.72 VERT0.253/8113.25-35.36----0.001.003.10 HORI0.253/8142.92-42.05----0.001.003.10 HORI0.253/8142.92-42.05----0.00------0.00CORTE 1-1 EJE 5/A-B1.004.130.252.902.994.132.9023.95 VERT0.253/8173.25-53.69----0.001.004.13 VERT0.253/8173.25-53.69----0.001.003.10 HORI0.253/8144.33-62.35----0.001.003.10 HORI0.253/8144.33-62.35----0.001.00------0.00CORTE 3-3 EJE 2/A-B1.003.700.252.902.683.702.9021.46 VERT0.253/8153.85-56.98----0.001.003.70 VERT0.253/8153.85-56.98----0.001.003.10 HORI0.253/8143.90-56.16----0.001.003.10 HORI0.253/8143.90-56.16----0.001.00------0.00CORTE 4-4 EJE 1-2/A1.002.500.252.901.812.502.9014.50 VERT0.253/8103.25-32.50----0.001.002.50 VERT0.253/8103.25-32.50----0.001.003.10 HORI0.253/8142.70-38.88----0.001.003.10 HORI0.253/8142.70-38.88----0.00------0.00CORTE 5-5 EJE 2-5/A1.002.500.252.901.812.502.9014.50 VERT0.253/8103.25-32.50----0.001.002.50 VERT0.253/8103.25-32.50----0.001.003.10 HORI0.253/8142.70-38.88----0.001.003.10 HORI0.253/8142.70-38.88----0.00------0.00CORTE EJE 1/A-B1.003.900.252.902.833.902.9022.62 VERT0.253/8163.25-50.70----0.001.003.90 VERT0.253/8163.25-50.70----0.001.003.10 HORI0.253/8144.10-59.04----0.001.003.10 HORI0.253/8144.10-59.04----0.001.00------0.001.00------0.00PISO DE CISTERNA------0.00------PISO1.004.003.650.152.193.650.201.46 VERT0.251/2204.34--86.80---0.001.00AREA7.200.202.88 VERT0.251/2104.34--43.40---0.00CORTE 3-31.000.143.700.52 HORI0.251/2184.64--84.68---0.00CORTE 4-41.000.142.500.36 HORI0.251/2183.09--56.39---0.001.000.143.900.55------0.00CORTE 5-51.000.134.500.56------0.001.00------0.00TECHO DE CISTERNA------0.00------CORTE 1-1 EJE B/2-51.004.154.500.203.743.654.0014.60 VERT0.253/8154.18-61.03----0.001.003.65 VERT0.253/8154.18-61.03----0.001.004.00 HORI0.253/8183.83-68.94----0.001.004.00 HORI0.253/8183.83-68.94----0.001.00------0.000.0022.02131.75METROS0.001378.12271.270.000.000.000.00VARILLAS0.00153.1230.140.000.00KILOS0.00771.74269.640.000.000.000.00TOTAL (KG)1,041.38KG00

PLACASPLANILLA DE METRADOOBRA:MULTIFAMILIAR GRAL. SUAREZSUPERVISOR:ARQTA ANA MARISCALUBICACIN :CALLE GRLA. SUAREZ 645RESIDENTE:ING. JOEL W. FUENTES BENDEZUDISTRITO :MIRAFLORES - LIMAFECHA:3/1/14CdigoElementoEXCAVACIONCONCRETOENCOFRADOFierroLongitud TotalObservacionesDescripcionCantidad de ElementosMedidasTotal (m3)MedidasTotal (m3)MedidasTotal (m3)@Diam.Cant.Long.1/43/81/25/83/41MedidasTotal (m2)lahlahlahahPLACASSEGUNDO SOTANO0.00PLACAS P-1SEGUNDO SOTANO------COLUMNA EJE 5/A1.002.660.202.451.302.662.4513.52F VERTICAL.5/866.93---41.58--0.001.008.900.202.454.368.902.4544.10empalme------0.001.000.500.052.450.06ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.000.00------0.00COLUMNA EJE 6/A1.000.00F VERTICAL.5/866.93---41.58--0.001.000.00empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.000.000.000.000.000.000.00------COLUMNA EJE 6/B1.000.00F VERTICAL.166.93-----41.580.001.000.000.000.000.000.000.000.00empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.00------COLUMNA EJE 6/C1.000.000.000.000.000.000.000.00F VERTICAL.166.93-----41.580.001.000.000.000.000.000.000.000.00empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.00------MURO ARMADO EJE A/5-62.00F VERTICAL.1.543/866.88-84.76----2.00F HORIZONTAL2.453/8202.96-116.03----------MURO ARMADO EJE 6/A-B2.00F VERTICAL.3.383/8146.88-186.04----2.00F VERTICAL.4.503/8186.88-247.68----1.00F HORIZONTAL2.453/8209.35-183.26----1.00empalme2.453/8200.45-8.82----------PLACAS P-21.000.00SEGUNDO SOTANO------COLUMNA EJE 6/D1.000.006.450.202.453.166.452.4532.10F VERTICAL.5/866.93---41.58--0.001.000.006.552.4532.59empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.000.00ESTRIBO B2.453/8101.07-10.44----0.00COLUMNAS LATERALES------2.00F VERTICAL.166.93-----83.162.00empalme------2.00ESTRIBO A2.453/8101.04-20.38----2.00ESTRIBO B2.453/8101.07-20.87----------MURO ARMADO EJE 6/A-B1.00F VERTICAL.3.383/886.88-55.04----1.00F VERTICAL.4.503/8116.88-75.68----1.00F HORIZONTAL6.453/8206.69-131.12----------PLACAS P-30.00SEGUNDO SOTANO------COLUMNA EJE 1/B1.0012.700.202.456.2212.702.4562.23F VERTICAL.166.93-----41.581.002.050.202.451.002.052.4510.05empalme------1.002.050.202.451.002.052.4510.05ESTRIBO A2.453/8101.04-10.19----1.000.350.202.450.170.352.451.72ESTRIBO B2.453/8101.07-10.44----1.002.750.202.451.352.752.4513.48------0.00------COLUMNA EJE 1/B1.00F VERTICAL.166.93-----41.581.00empalme------1.00ESTRIBO A2.453/8101.04-10.19----1.00ESTRIBO B2.453/8101.07-10.44----------COLUMNA EJE 1/C-D2.00F VERTICAL.166.93-----83.162.00empalme------2.00ESTRIBO A2.453/8101.04-20.38----2.00ESTRIBO B2.453/8101.07-20.87----------COLUMNA EJE 1/D-E2.00F VERTICAL.166.93-----83.162.00empalme------2.00ESTRIBO A2.453/8101.04-20.38----2.00ESTRIBO B2.453/8101.07-20.87----------COLUMNA EJE 2/ESCALERA1.00F VERTICAL.5/846.93---27.72--1.00empalme------1.00ESTRIBO B2.453/8101.07-10.44----------MURO ARMADO EJE 6/A-B1.00F VERTICAL.3.383/8366.88-247.68----1.00F VERTICAL.4.503/8426.88-288.96----1.00F VERTICAL.3.383/8126.88-82.56----1.00F VERTICAL.3.383/8106.88-68.80----1.00F VERTICAL.4.503/886.88-55.04----1.00F VERTICAL.4.503/8186.88-123.84----1.00F HORIZONTAL12.703/82013.39-262.44----1.00F HORIZONTAL2.053/8202.29-44.88----1.00F HORIZONTAL2.253/8202.49-48.80----1.00F HORIZONTAL2.913/8203.15-61.74----1.00------PLACAS P-70.00SEGUNDO SOTANO------COLUMNA EJE 1/B1.001.250.202.450.611.452.457.11F VERTICAL.3/486.93----55.44-1.00empalme------1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00------------PRIMER SOTANO------0.00------PLACAS P-1PRIMER PISO------COLUMNA EJE 5/A1.002.660.202.451.302.662.4513.52F VERTICAL.5/864.20---25.20--0.001.008.900.202.454.368.902.4544.10empalme------0.001.000.500.052.450.06ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.000.00------0.00COLUMNA EJE 6/A1.000.00F VERTICAL.5/864.20---25.20--0.001.000.00empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.000.000.000.000.000.000.00------COLUMNA EJE 6/B1.000.00F VERTICAL.164.20-----25.200.001.000.000.000.000.000.000.000.00empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.00------COLUMNA EJE 6/C1.000.000.000.000.000.000.000.00F VERTICAL.164.20-----25.200.001.000.000.000.000.000.000.000.00empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.00------MURO ARMADO EJE A/5-62.00F VERTICAL.1.543/864.20-51.74----2.00F HORIZONTAL2.453/8202.96-116.03----------MURO ARMADO EJE 6/A-B2.00F VERTICAL.2.453/8104.00-78.40----2.00F VERTICAL.2.453/8104.00-78.40----1.00F HORIZONTAL2.453/8209.35-183.26----1.00empalme2.453/8200.45-8.82----------PLACAS P-21.000.00PRIMER PISO------COLUMNA EJE 6/D1.000.006.450.202.453.166.452.4532.10F VERTICAL.2.455/864.00---24.00--0.001.000.006.552.4532.59empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.000.00ESTRIBO B2.453/8101.07-10.44----0.00COLUMNAS LATERALES------2.00F VERTICAL.2.45164.00-----48.002.00empalme------2.00ESTRIBO A2.453/8101.04-20.38----2.00ESTRIBO B2.453/8101.07-20.87----------MURO ARMADO EJE 6/A-B1.00F VERTICAL.2.453/884.00-32.00----1.00F VERTICAL.2.453/8114.00-44.00----1.00F HORIZONTAL6.453/8206.69-131.12----1.00------PLACAS P-30.00PRIMER PISO------COLUMNA EJE 1/B1.0012.700.202.456.2212.702.4562.23F VERTICAL.164.20-----25.201.002.050.202.451.002.052.4510.05empalme------1.002.050.202.451.002.052.4510.05ESTRIBO A2.453/8101.04-10.19----1.000.350.202.450.170.352.451.72ESTRIBO B2.453/8101.07-10.44----1.002.750.202.451.352.752.4513.48------1.000.00------COLUMNA EJE 1/B1.00F VERTICAL.164.20-----25.201.00empalme------1.00ESTRIBO A2.453/8101.04-10.19----1.00ESTRIBO B2.453/8101.07-10.44----------COLUMNA EJE 1/C-D2.00F VERTICAL.164.20-----50.402.00empalme------2.00ESTRIBO A2.453/8101.04-20.38----2.00ESTRIBO B2.453/8101.07-20.87----------COLUMNA EJE 1/D-E2.00F VERTICAL.164.20-----50.402.00empalme------2.00ESTRIBO A2.453/8101.04-20.38----2.00ESTRIBO B2.453/8101.07-20.87----------COLUMNA EJE 2/ESCALERA1.00F VERTICAL.5/844.20---16.80--1.00empalme------1.00ESTRIBO B2.453/8101.07-10.44----1.00------MURO ARMADO EJE 6/A-B1.00F VERTICAL.2.453/8364.00-144.00----1.00F VERTICAL.2.453/8424.00-168.00----1.00F VERTICAL.2.453/8124.00-48.00----1.00F VERTICAL.2.453/8104.00-40.00----1.00F VERTICAL.2.453/884.00-32.00----1.00F VERTICAL.2.453/8184.00-72.00----1.00F HORIZONTAL12.703/82013.39-262.44----1.00F HORIZONTAL2.053/8202.29-44.88----1.00F HORIZONTAL2.253/8202.49-48.80----1.00F HORIZONTAL2.913/8203.15-61.74----PLACAS P-70.00PRIMER PISO------COLUMNA EJE 6/G1.001.250.202.450.611.452.457.11F VERTICAL.3/484.20----33.60-1.00empalme------1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----------PRIMER PISO------0.00------PLACAS P-1PRIMER PISO------COLUMNA EJE 5/A1.002.660.202.451.302.662.4513.52F VERTICAL.5/864.20---25.20--0.001.008.900.202.454.368.902.4544.10empalme------0.001.000.500.052.450.06ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.000.00------0.00COLUMNA EJE 6/A1.000.00F VERTICAL.5/864.20---25.20--0.001.000.00empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.000.000.000.000.000.000.00------COLUMNA EJE 6/B1.000.00F VERTICAL.164.20-----25.200.001.000.000.000.000.000.000.000.00empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.00------COLUMNA EJE 6/C1.000.000.000.000.000.000.000.00F VERTICAL.164.20-----25.200.001.000.000.000.000.000.000.000.00empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.00------MURO ARMADO EJE A/5-62.00F VERTICAL.1.543/864.20-51.74----2.00F HORIZONTAL2.453/8202.96-116.03----------MURO ARMADO EJE 6/A-B2.00F VERTICAL.2.453/8104.00-78.40----2.00F VERTICAL.2.453/8104.00-78.40----1.00F HORIZONTAL2.453/8209.35-183.26----1.00empalme2.453/8200.45-8.82----------PLACAS P-21.000.00PRIMER PISO------COLUMNA EJE 6/D1.000.006.450.202.453.166.452.4532.10F VERTICAL.2.455/864.00---24.00--0.001.000.006.552.4532.59empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.000.00ESTRIBO B2.453/8101.07-10.44----0.00COLUMNAS LATERALES------2.00F VERTICAL.2.45164.00-----48.002.00empalme------2.00ESTRIBO A2.453/8101.04-20.38----2.00ESTRIBO B2.453/8101.07-20.87----------MURO ARMADO EJE 6/A-B1.00F VERTICAL.2.453/884.00-32.00----1.00F VERTICAL.2.453/8114.00-44.00----1.00F HORIZONTAL6.453/8206.69-131.12----1.00------PLACAS P-30.00PRIMER PISO------COLUMNA EJE 1/B1.0012.700.202.456.2212.702.4562.23F VERTICAL.164.20-----25.201.002.050.202.451.002.052.4510.05empalme------1.002.050.202.451.002.052.4510.05ESTRIBO A2.453/8101.04-10.19----1.000.350.202.450.170.352.451.72ESTRIBO B2.453/8101.07-10.44----1.002.750.202.451.352.752.4513.48------1.000.00------COLUMNA EJE 1/B1.00F VERTICAL.164.20-----25.201.00empalme------1.00ESTRIBO A2.453/8101.04-10.19----1.00ESTRIBO B2.453/8101.07-10.44----------COLUMNA EJE 1/C-D2.00F VERTICAL.164.20-----50.402.00empalme------2.00ESTRIBO A2.453/8101.04-20.38----2.00ESTRIBO B2.453/8101.07-20.87----------COLUMNA EJE 1/D-E2.00F VERTICAL.164.20-----50.402.00empalme------2.00ESTRIBO A2.453/8101.04-20.38----2.00ESTRIBO B2.453/8101.07-20.87----------COLUMNA EJE 2/ESCALERA1.00F VERTICAL.5/844.20---16.80--1.00empalme------1.00ESTRIBO B2.453/8101.07-10.44----1.00------MURO ARMADO EJE 6/A-B1.00F VERTICAL.2.453/8364.00-144.00----1.00F VERTICAL.2.453/8424.00-168.00----1.00F VERTICAL.2.453/8124.00-48.00----1.00F VERTICAL.2.453/8104.00-40.00----1.00F VERTICAL.2.453/884.00-32.00----1.00F VERTICAL.2.453/8184.00-72.00----1.00F HORIZONTAL12.703/82013.39-262.44----1.00F HORIZONTAL2.053/8202.29-44.88----1.00F HORIZONTAL2.253/8202.49-48.80----1.00F HORIZONTAL2.913/8203.15-61.74----PLACAS P-70.00PRIMER PISO------COLUMNA EJE 6/G1.001.250.202.450.611.452.457.11F VERTICAL.3/484.20----33.60-1.00empalme------1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00------PLACAS P-40.00PRIMER PISO------COLUMNA EJE I-J/4-61.007.000.202.453.437.002.4534.30F VERTICAL.2.455/844.00---16.00--1.004.960.202.452.434.962.4524.30ESTRIBO A2.453/8101.07-10.44----1.00F VERTICAL.2.455/844.00---16.00--1.00ESTRIBO A2.453/8101.07-10.44----1.00F VERTICAL.2.453/464.00----24.00-1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00F VERTICAL.2.453/464.00----24.00-1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00F VERTICAL.2.453/464.00----24.00-1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----MURO ARMADO EJE 6/A-B1.00F VERTICAL.2.453/844.00-16.00----1.00F VERTICAL.2.453/8184.20-75.60----1.00F VERTICAL.2.453/8204.00-80.00----1.00F VERTICAL.2.453/8304.00-120.00----1.00F HORIZONTAL7.003/8207.24-141.90----1.00F HORIZONTAL4.953/8205.19-101.72----------PLACAS P-50.00PRIMER PISO------COLUMNA EJE F/1-21.003.550.202.451.743.752.4518.38F VERTICAL.2.453/464.00----24.00-1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00F VERTICAL.2.453/464.00----24.00-1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----MURO ARMADO EJE 6/A-B1.00F VERTICAL.2.453/8184.00-72.00----1.00F HORIZONTAL3.553/8203.79-74.28----1.00------PLACAS P-60.00PRIMER PISO------COLUMNA EJE 2/H1.001.500.202.450.741.702.458.33F VERTICAL.2.455/844.00---16.00--1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00F VERTICAL.2.455/844.00---16.00--1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----MURO ARMADO EJE 2/H1.00F VERTICAL.2.453/864.00-24.00----1.00F HORIZONTAL1.503/8201.74-34.10----1.00------1.00------SEGUNDO PISO------0.00------PLACAS P-1PRIMER PISO------COLUMNA EJE 5/A1.002.660.202.451.302.662.4513.52F VERTICAL.5/864.20---25.20--0.001.008.900.202.454.368.902.4544.10empalme------0.001.000.500.052.450.06ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.000.00------0.00COLUMNA EJE 6/A1.000.00F VERTICAL.5/864.20---25.20--0.001.000.00empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.000.000.000.000.000.000.00------COLUMNA EJE 6/B1.000.00F VERTICAL.164.20-----25.200.001.000.000.000.000.000.000.000.00empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.00------COLUMNA EJE 6/C1.000.000.000.000.000.000.000.00F VERTICAL.164.20-----25.200.001.000.000.000.000.000.000.000.00empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.00------MURO ARMADO EJE A/5-62.00F VERTICAL.1.543/864.20-51.74----2.00F HORIZONTAL2.453/8202.96-116.03----------MURO ARMADO EJE 6/A-B2.00F VERTICAL.2.453/8104.00-78.40----2.00F VERTICAL.2.453/8104.00-78.40----1.00F HORIZONTAL2.453/8209.35-183.26----1.00empalme2.453/8200.45-8.82----------PLACAS P-21.000.00PRIMER PISO------COLUMNA EJE 6/D1.000.006.450.202.453.166.452.4532.10F VERTICAL.2.455/864.00---24.00--0.001.000.006.552.4532.59empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.000.00ESTRIBO B2.453/8101.07-10.44----0.00COLUMNAS LATERALES------2.00F VERTICAL.2.45164.00-----48.002.00empalme------2.00ESTRIBO A2.453/8101.04-20.38----2.00ESTRIBO B2.453/8101.07-20.87----------MURO ARMADO EJE 6/A-B1.00F VERTICAL.2.453/884.00-32.00----1.00F VERTICAL.2.453/8114.00-44.00----1.00F HORIZONTAL6.453/8206.69-131.12----1.00------PLACAS P-30.00PRIMER PISO------COLUMNA EJE 1/B1.0012.700.202.456.2212.702.4562.23F VERTICAL.164.20-----25.201.002.050.202.451.002.052.4510.05empalme------1.002.050.202.451.002.052.4510.05ESTRIBO A2.453/8101.04-10.19----1.000.350.202.450.170.352.451.72ESTRIBO B2.453/8101.07-10.44----1.002.750.202.451.352.752.4513.48------1.000.00------COLUMNA EJE 1/B1.00F VERTICAL.164.20-----25.201.00empalme------1.00ESTRIBO A2.453/8101.04-10.19----1.00ESTRIBO B2.453/8101.07-10.44----------COLUMNA EJE 1/C-D2.00F VERTICAL.164.20-----50.402.00empalme------2.00ESTRIBO A2.453/8101.04-20.38----2.00ESTRIBO B2.453/8101.07-20.87----------COLUMNA EJE 1/D-E2.00F VERTICAL.164.20-----50.402.00empalme------2.00ESTRIBO A2.453/8101.04-20.38----2.00ESTRIBO B2.453/8101.07-20.87----------COLUMNA EJE 2/ESCALERA1.00F VERTICAL.5/844.20---16.80--1.00empalme------1.00ESTRIBO B2.453/8101.07-10.44----1.00------MURO ARMADO EJE 6/A-B1.00F VERTICAL.2.453/8364.00-144.00----1.00F VERTICAL.2.453/8424.00-168.00----1.00F VERTICAL.2.453/8124.00-48.00----1.00F VERTICAL.2.453/8104.00-40.00----1.00F VERTICAL.2.453/884.00-32.00----1.00F VERTICAL.2.453/8184.00-72.00----1.00F HORIZONTAL12.703/82013.39-262.44----1.00F HORIZONTAL2.053/8202.29-44.88----1.00F HORIZONTAL2.253/8202.49-48.80----1.00F HORIZONTAL2.913/8203.15-61.74----PLACAS P-70.00PRIMER PISO------COLUMNA EJE 6/G1.001.250.202.450.611.452.457.11F VERTICAL.3/484.20----33.60-1.00empalme------1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00------PLACAS P-40.00PRIMER PISO------COLUMNA EJE I-J/4-61.007.000.202.453.437.002.4534.30F VERTICAL.2.455/844.00---16.00--1.004.960.202.452.434.962.4524.30ESTRIBO A2.453/8101.07-10.44----1.00F VERTICAL.2.455/844.00---16.00--1.00ESTRIBO A2.453/8101.07-10.44----1.00F VERTICAL.2.453/464.00----24.00-1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00F VERTICAL.2.453/464.00----24.00-1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00F VERTICAL.2.453/464.00----24.00-1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----MURO ARMADO EJE 6/A-B1.00F VERTICAL.2.453/844.00-16.00----1.00F VERTICAL.2.453/8184.20-75.60----1.00F VERTICAL.2.453/8204.00-80.00----1.00F VERTICAL.2.453/8304.00-120.00----1.00F HORIZONTAL7.003/8207.24-141.90----1.00F HORIZONTAL4.953/8205.19-101.72----------PLACAS P-50.00PRIMER PISO------COLUMNA EJE F/1-21.003.550.202.451.743.752.4518.38F VERTICAL.2.453/464.00----24.00-1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00F VERTICAL.2.453/464.00----24.00-1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----MURO ARMADO EJE 6/A-B1.00F VERTICAL.2.453/8184.00-72.00----1.00F HORIZONTAL3.553/8203.79-74.28----1.00------PLACAS P-60.00PRIMER PISO------COLUMNA EJE 2/H1.001.500.202.450.741.702.458.33F VERTICAL.2.455/844.00---16.00--1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00F VERTICAL.2.455/844.00---16.00--1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----MURO ARMADO EJE 2/H1.00F VERTICAL.2.453/864.00-24.00----1.00F HORIZONTAL1.503/8201.74-34.10----1.00------TERCER PISO------0.00------PLACAS P-1PRIMER PISO------COLUMNA EJE 5/A1.002.660.202.451.302.662.4513.52F VERTICAL.5/864.20---25.20--0.001.008.900.202.454.368.902.4544.10empalme------0.001.000.500.052.450.06ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.000.00------0.00COLUMNA EJE 6/A1.000.00F VERTICAL.5/864.20---25.20--0.001.000.00empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.000.000.000.000.000.000.00------COLUMNA EJE 6/B1.000.00F VERTICAL.164.20-----25.200.001.000.000.000.000.000.000.000.00empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.00------COLUMNA EJE 6/C1.000.000.000.000.000.000.000.00F VERTICAL.164.20-----25.200.001.000.000.000.000.000.000.000.00empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.00------MURO ARMADO EJE A/5-62.00F VERTICAL.1.543/864.20-51.74----2.00F HORIZONTAL2.453/8202.96-116.03----------MURO ARMADO EJE 6/A-B2.00F VERTICAL.2.453/8104.00-78.40----2.00F VERTICAL.2.453/8104.00-78.40----1.00F HORIZONTAL2.453/8209.35-183.26----1.00empalme2.453/8200.45-8.82----------PLACAS P-21.000.00PRIMER PISO------COLUMNA EJE 6/D1.000.006.450.202.453.166.452.4532.10F VERTICAL.2.455/864.00---24.00--0.001.000.006.552.4532.59empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.000.00ESTRIBO B2.453/8101.07-10.44----0.00COLUMNAS LATERALES------2.00F VERTICAL.2.45164.00-----48.002.00empalme------2.00ESTRIBO A2.453/8101.04-20.38----2.00ESTRIBO B2.453/8101.07-20.87----------MURO ARMADO EJE 6/A-B1.00F VERTICAL.2.453/884.00-32.00----1.00F VERTICAL.2.453/8114.00-44.00----1.00F HORIZONTAL6.453/8206.69-131.12----1.00------PLACAS P-30.00PRIMER PISO------COLUMNA EJE 1/B1.0012.700.202.456.2212.702.4562.23F VERTICAL.164.20-----25.201.002.050.202.451.002.052.4510.05empalme------1.002.050.202.451.002.052.4510.05ESTRIBO A2.453/8101.04-10.19----1.000.350.202.450.170.352.451.72ESTRIBO B2.453/8101.07-10.44----1.002.750.202.451.352.752.4513.48------1.000.00------COLUMNA EJE 1/B1.00F VERTICAL.164.20-----25.201.00empalme------1.00ESTRIBO A2.453/8101.04-10.19----1.00ESTRIBO B2.453/8101.07-10.44----------COLUMNA EJE 1/C-D2.00F VERTICAL.164.20-----50.402.00empalme------2.00ESTRIBO A2.453/8101.04-20.38----2.00ESTRIBO B2.453/8101.07-20.87----------COLUMNA EJE 1/D-E2.00F VERTICAL.164.20-----50.402.00empalme------2.00ESTRIBO A2.453/8101.04-20.38----2.00ESTRIBO B2.453/8101.07-20.87----------COLUMNA EJE 2/ESCALERA1.00F VERTICAL.5/844.20---16.80--1.00empalme------1.00ESTRIBO B2.453/8101.07-10.44----1.00------MURO ARMADO EJE 6/A-B1.00F VERTICAL.2.453/8364.00-144.00----1.00F VERTICAL.2.453/8424.00-168.00----1.00F VERTICAL.2.453/8124.00-48.00----1.00F VERTICAL.2.453/8104.00-40.00----1.00F VERTICAL.2.453/884.00-32.00----1.00F VERTICAL.2.453/8184.00-72.00----1.00F HORIZONTAL12.703/82013.39-262.44----1.00F HORIZONTAL2.053/8202.29-44.88----1.00F HORIZONTAL2.253/8202.49-48.80----1.00F HORIZONTAL2.913/8203.15-61.74----PLACAS P-70.00PRIMER PISO------COLUMNA EJE 6/G1.001.250.202.450.611.452.457.11F VERTICAL.3/484.20----33.60-1.00empalme------1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00------PLACAS P-40.00PRIMER PISO------COLUMNA EJE I-J/4-61.007.000.202.453.437.002.4534.30F VERTICAL.2.455/844.00---16.00--1.004.960.202.452.434.962.4524.30ESTRIBO A2.453/8101.07-10.44----1.00F VERTICAL.2.455/844.00---16.00--1.00ESTRIBO A2.453/8101.07-10.44----1.00F VERTICAL.2.453/464.00----24.00-1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00F VERTICAL.2.453/464.00----24.00-1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00F VERTICAL.2.453/464.00----24.00-1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----MURO ARMADO EJE 6/A-B1.00F VERTICAL.2.453/844.00-16.00----1.00F VERTICAL.2.453/8184.20-75.60----1.00F VERTICAL.2.453/8204.00-80.00----1.00F VERTICAL.2.453/8304.00-120.00----1.00F HORIZONTAL7.003/8207.24-141.90----1.00F HORIZONTAL4.953/8205.19-101.72----------PLACAS P-50.00PRIMER PISO------COLUMNA EJE F/1-21.003.550.202.451.743.752.4518.38F VERTICAL.2.453/464.00----24.00-1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00F VERTICAL.2.453/464.00----24.00-1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----MURO ARMADO EJE 6/A-B1.00F VERTICAL.2.453/8184.00-72.00----1.00F HORIZONTAL3.553/8203.79-74.28----1.00------PLACAS P-60.00PRIMER PISO------COLUMNA EJE 2/H1.001.500.202.450.741.702.458.33F VERTICAL.2.455/844.00---16.00--1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00F VERTICAL.2.455/844.00---16.00--1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----MURO ARMADO EJE 2/H1.00F VERTICAL.2.453/864.00-24.00----1.00F HORIZONTAL1.503/8201.74-34.10----1.00------CUARTO PISO------0.00------PLACAS P-1PRIMER PISO------COLUMNA EJE 5/A1.002.660.202.451.302.662.4513.52F VERTICAL.5/864.20---25.20--0.001.008.900.202.454.368.902.4544.10empalme------0.001.000.500.052.450.06ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.000.00------0.00COLUMNA EJE 6/A1.000.00F VERTICAL.5/864.20---25.20--0.001.000.00empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.000.000.000.000.000.000.00------COLUMNA EJE 6/B1.000.00F VERTICAL.164.20-----25.200.001.000.000.000.000.000.000.000.00empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.00------COLUMNA EJE 6/C1.000.000.000.000.000.000.000.00F VERTICAL.164.20-----25.200.001.000.000.000.000.000.000.000.00empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.00------MURO ARMADO EJE A/5-62.00F VERTICAL.1.543/864.20-51.74----2.00F HORIZONTAL2.453/8202.96-116.03----------MURO ARMADO EJE 6/A-B2.00F VERTICAL.2.453/8104.00-78.40----2.00F VERTICAL.2.453/8104.00-78.40----1.00F HORIZONTAL2.453/8209.35-183.26----1.00empalme2.453/8200.45-8.82----------PLACAS P-21.000.00PRIMER PISO------COLUMNA EJE 6/D1.000.006.450.202.453.166.452.4532.10F VERTICAL.2.455/864.00---24.00--0.001.000.006.552.4532.59empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.000.00ESTRIBO B2.453/8101.07-10.44----0.00COLUMNAS LATERALES------2.00F VERTICAL.2.45164.00-----48.002.00empalme------2.00ESTRIBO A2.453/8101.04-20.38----2.00ESTRIBO B2.453/8101.07-20.87----------MURO ARMADO EJE 6/A-B1.00F VERTICAL.2.453/884.00-32.00----1.00F VERTICAL.2.453/8114.00-44.00----1.00F HORIZONTAL6.453/8206.69-131.12----1.00------PLACAS P-30.00PRIMER PISO------COLUMNA EJE 1/B1.0012.700.202.456.2212.702.4562.23F VERTICAL.164.20-----25.201.002.050.202.451.002.052.4510.05empalme------1.002.050.202.451.002.052.4510.05ESTRIBO A2.453/8101.04-10.19----1.000.350.202.450.170.352.451.72ESTRIBO B2.453/8101.07-10.44----1.002.750.202.451.352.752.4513.48------1.000.00------COLUMNA EJE 1/B1.00F VERTICAL.164.20-----25.201.00empalme------1.00ESTRIBO A2.453/8101.04-10.19----1.00ESTRIBO B2.453/8101.07-10.44----------COLUMNA EJE 1/C-D2.00F VERTICAL.164.20-----50.402.00empalme------2.00ESTRIBO A2.453/8101.04-20.38----2.00ESTRIBO B2.453/8101.07-20.87----------COLUMNA EJE 1/D-E2.00F VERTICAL.164.20-----50.402.00empalme------2.00ESTRIBO A2.453/8101.04-20.38----2.00ESTRIBO B2.453/8101.07-20.87----------COLUMNA EJE 2/ESCALERA1.00F VERTICAL.5/844.20---16.80--1.00empalme------1.00ESTRIBO B2.453/8101.07-10.44----1.00------MURO ARMADO EJE 6/A-B1.00F VERTICAL.2.453/8364.00-144.00----1.00F VERTICAL.2.453/8424.00-168.00----1.00F VERTICAL.2.453/8124.00-48.00----1.00F VERTICAL.2.453/8104.00-40.00----1.00F VERTICAL.2.453/884.00-32.00----1.00F VERTICAL.2.453/8184.00-72.00----1.00F HORIZONTAL12.703/82013.39-262.44----1.00F HORIZONTAL2.053/8202.29-44.88----1.00F HORIZONTAL2.253/8202.49-48.80----1.00F HORIZONTAL2.913/8203.15-61.74----PLACAS P-70.00PRIMER PISO------COLUMNA EJE 6/G1.001.250.202.450.611.452.457.11F VERTICAL.3/484.20----33.60-1.00empalme------1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00------PLACAS P-40.00PRIMER PISO------COLUMNA EJE I-J/4-61.007.000.202.453.437.002.4534.30F VERTICAL.2.455/844.00---16.00--1.004.960.202.452.434.962.4524.30ESTRIBO A2.453/8101.07-10.44----1.00F VERTICAL.2.455/844.00---16.00--1.00ESTRIBO A2.453/8101.07-10.44----1.00F VERTICAL.2.453/464.00----24.00-1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00F VERTICAL.2.453/464.00----24.00-1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00F VERTICAL.2.453/464.00----24.00-1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----MURO ARMADO EJE 6/A-B1.00F VERTICAL.2.453/844.00-16.00----1.00F VERTICAL.2.453/8184.20-75.60----1.00F VERTICAL.2.453/8204.00-80.00----1.00F VERTICAL.2.453/8304.00-120.00----1.00F HORIZONTAL7.003/8207.24-141.90----1.00F HORIZONTAL4.953/8205.19-101.72----------PLACAS P-50.00PRIMER PISO------COLUMNA EJE F/1-21.003.550.202.451.743.752.4518.38F VERTICAL.2.453/464.00----24.00-1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00F VERTICAL.2.453/464.00----24.00-1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----MURO ARMADO EJE 6/A-B1.00F VERTICAL.2.453/8184.00-72.00----1.00F HORIZONTAL3.553/8203.79-74.28----1.00------PLACAS P-60.00PRIMER PISO------COLUMNA EJE 2/H1.001.500.202.450.741.702.458.33F VERTICAL.2.455/844.00---16.00--1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00F VERTICAL.2.455/844.00---16.00--1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----MURO ARMADO EJE 2/H1.00F VERTICAL.2.453/864.00-24.00----1.00F HORIZONTAL1.503/8201.74-34.10----1.00------QUINTO PISO------0.00------PLACAS P-1PRIMER PISO------COLUMNA EJE 5/A1.002.660.202.451.302.662.4513.52F VERTICAL.5/864.20---25.20--0.001.008.900.202.454.368.902.4544.10empalme------0.001.000.500.052.450.06ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.000.00------0.00COLUMNA EJE 6/A1.000.00F VERTICAL.5/864.20---25.20--0.001.000.00empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.000.000.000.000.000.000.00------COLUMNA EJE 6/B1.000.00F VERTICAL.164.20-----25.200.001.000.000.000.000.000.000.000.00empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.00------COLUMNA EJE 6/C1.000.000.000.000.000.000.000.00F VERTICAL.164.20-----25.200.001.000.000.000.000.000.000.000.00empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.00------MURO ARMADO EJE A/5-62.00F VERTICAL.1.543/864.20-51.74----2.00F HORIZONTAL2.453/8202.96-116.03----------MURO ARMADO EJE 6/A-B2.00F VERTICAL.2.453/8104.00-78.40----2.00F VERTICAL.2.453/8104.00-78.40----1.00F HORIZONTAL2.453/8209.35-183.26----1.00empalme2.453/8200.45-8.82----------PLACAS P-21.000.00PRIMER PISO------COLUMNA EJE 6/D1.000.006.450.202.453.166.452.4532.10F VERTICAL.2.455/864.00---24.00--0.001.000.006.552.4532.59empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.000.00ESTRIBO B2.453/8101.07-10.44----0.00COLUMNAS LATERALES------2.00F VERTICAL.2.45164.00-----48.002.00empalme------2.00ESTRIBO A2.453/8101.04-20.38----2.00ESTRIBO B2.453/8101.07-20.87----------MURO ARMADO EJE 6/A-B1.00F VERTICAL.2.453/884.00-32.00----1.00F VERTICAL.2.453/8114.00-44.00----1.00F HORIZONTAL6.453/8206.69-131.12----1.00------PLACAS P-30.00PRIMER PISO------COLUMNA EJE 1/B1.0012.700.202.456.2212.702.4562.23F VERTICAL.164.20-----25.201.002.050.202.451.002.052.4510.05empalme------1.002.050.202.451.002.052.4510.05ESTRIBO A2.453/8101.04-10.19----1.000.350.202.450.170.352.451.72ESTRIBO B2.453/8101.07-10.44----1.002.750.202.451.352.752.4513.48------1.000.00------COLUMNA EJE 1/B1.00F VERTICAL.164.20-----25.201.00empalme------1.00ESTRIBO A2.453/8101.04-10.19----1.00ESTRIBO B2.453/8101.07-10.44----------COLUMNA EJE 1/C-D2.00F VERTICAL.164.20-----50.402.00empalme------2.00ESTRIBO A2.453/8101.04-20.38----2.00ESTRIBO B2.453/8101.07-20.87----------COLUMNA EJE 1/D-E2.00F VERTICAL.164.20-----50.402.00empalme------2.00ESTRIBO A2.453/8101.04-20.38----2.00ESTRIBO B2.453/8101.07-20.87----------COLUMNA EJE 2/ESCALERA1.00F VERTICAL.5/844.20---16.80--1.00empalme------1.00ESTRIBO B2.453/8101.07-10.44----1.00------MURO ARMADO EJE 6/A-B1.00F VERTICAL.2.453/8364.00-144.00----1.00F VERTICAL.2.453/8424.00-168.00----1.00F VERTICAL.2.453/8124.00-48.00----1.00F VERTICAL.2.453/8104.00-40.00----1.00F VERTICAL.2.453/884.00-32.00----1.00F VERTICAL.2.453/8184.00-72.00----1.00F HORIZONTAL12.703/82013.39-262.44----1.00F HORIZONTAL2.053/8202.29-44.88----1.00F HORIZONTAL2.253/8202.49-48.80----1.00F HORIZONTAL2.913/8203.15-61.74----PLACAS P-70.00PRIMER PISO------COLUMNA EJE 6/G1.001.250.202.450.611.452.457.11F VERTICAL.3/484.20----33.60-1.00empalme------1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00------PLACAS P-40.00PRIMER PISO------COLUMNA EJE I-J/4-61.007.000.202.453.437.002.4534.30F VERTICAL.2.455/844.00---16.00--1.004.960.202.452.434.962.4524.30ESTRIBO A2.453/8101.07-10.44----1.00F VERTICAL.2.455/844.00---16.00--1.00ESTRIBO A2.453/8101.07-10.44----1.00F VERTICAL.2.453/464.00----24.00-1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00F VERTICAL.2.453/464.00----24.00-1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00F VERTICAL.2.453/464.00----24.00-1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----MURO ARMADO EJE 6/A-B1.00F VERTICAL.2.453/844.00-16.00----1.00F VERTICAL.2.453/8184.20-75.60----1.00F VERTICAL.2.453/8204.00-80.00----1.00F VERTICAL.2.453/8304.00-120.00----1.00F HORIZONTAL7.003/8207.24-141.90----1.00F HORIZONTAL4.953/8205.19-101.72----------PLACAS P-50.00PRIMER PISO------COLUMNA EJE F/1-21.003.550.202.451.743.752.4518.38F VERTICAL.2.453/464.00----24.00-1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00F VERTICAL.2.453/464.00----24.00-1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----MURO ARMADO EJE 6/A-B1.00F VERTICAL.2.453/8184.00-72.00----1.00F HORIZONTAL3.553/8203.79-74.28----1.00------PLACAS P-60.00PRIMER PISO------COLUMNA EJE 2/H1.001.500.202.450.741.702.458.33F VERTICAL.2.455/844.00---16.00--1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00F VERTICAL.2.455/844.00---16.00--1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----MURO ARMADO EJE 2/H1.00F VERTICAL.2.453/864.00-24.00----1.00F HORIZONTAL1.503/8201.74-34.10----1.00------SEXTO PISO------0.00------PLACAS P-1PRIMER PISO------COLUMNA EJE 5/A1.002.660.202.451.302.662.4513.52F VERTICAL.5/864.20---25.20--0.001.008.900.202.454.368.902.4544.10empalme------0.001.000.500.052.450.06ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.000.00------0.00COLUMNA EJE 6/A1.000.00F VERTICAL.5/864.20---25.20--0.001.000.00empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.000.000.000.000.000.000.00------COLUMNA EJE 6/B1.000.00F VERTICAL.164.20-----25.200.001.000.000.000.000.000.000.000.00empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.00------COLUMNA EJE 6/C1.000.000.000.000.000.000.000.00F VERTICAL.164.20-----25.200.001.000.000.000.000.000.000.000.00empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.00------MURO ARMADO EJE A/5-62.00F VERTICAL.1.543/864.20-51.74----2.00F HORIZONTAL2.453/8202.96-116.03----------MURO ARMADO EJE 6/A-B2.00F VERTICAL.2.453/8104.00-78.40----2.00F VERTICAL.2.453/8104.00-78.40----1.00F HORIZONTAL2.453/8209.35-183.26----1.00empalme2.453/8200.45-8.82----------PLACAS P-21.000.00PRIMER PISO------COLUMNA EJE 6/D1.000.006.450.202.453.166.452.4532.10F VERTICAL.2.455/864.00---24.00--0.001.000.006.552.4532.59empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.000.00ESTRIBO B2.453/8101.07-10.44----0.00COLUMNAS LATERALES------2.00F VERTICAL.2.45164.00-----48.002.00empalme------2.00ESTRIBO A2.453/8101.04-20.38----2.00ESTRIBO B2.453/8101.07-20.87----------MURO ARMADO EJE 6/A-B1.00F VERTICAL.2.453/884.00-32.00----1.00F VERTICAL.2.453/8114.00-44.00----1.00F HORIZONTAL6.453/8206.69-131.12----1.00------PLACAS P-30.00PRIMER PISO------COLUMNA EJE 1/B1.0012.700.202.456.2212.702.4562.23F VERTICAL.164.20-----25.201.002.050.202.451.002.052.4510.05empalme------1.002.050.202.451.002.052.4510.05ESTRIBO A2.453/8101.04-10.19----1.000.350.202.450.170.352.451.72ESTRIBO B2.453/8101.07-10.44----1.002.750.202.451.352.752.4513.48------1.000.00------COLUMNA EJE 1/B1.00F VERTICAL.164.20-----25.201.00empalme------1.00ESTRIBO A2.453/8101.04-10.19----1.00ESTRIBO B2.453/8101.07-10.44----------COLUMNA EJE 1/C-D2.00F VERTICAL.164.20-----50.402.00empalme------2.00ESTRIBO A2.453/8101.04-20.38----2.00ESTRIBO B2.453/8101.07-20.87----------COLUMNA EJE 1/D-E2.00F VERTICAL.164.20-----50.402.00empalme------2.00ESTRIBO A2.453/8101.04-20.38----2.00ESTRIBO B2.453/8101.07-20.87----------COLUMNA EJE 2/ESCALERA1.00F VERTICAL.5/844.20---16.80--1.00empalme------1.00ESTRIBO B2.453/8101.07-10.44----1.00------MURO ARMADO EJE 6/A-B1.00F VERTICAL.2.453/8364.00-144.00----1.00F VERTICAL.2.453/8424.00-168.00----1.00F VERTICAL.2.453/8124.00-48.00----1.00F VERTICAL.2.453/8104.00-40.00----1.00F VERTICAL.2.453/884.00-32.00----1.00F VERTICAL.2.453/8184.00-72.00----1.00F HORIZONTAL12.703/82013.39-262.44----1.00F HORIZONTAL2.053/8202.29-44.88----1.00F HORIZONTAL2.253/8202.49-48.80----1.00F HORIZONTAL2.913/8203.15-61.74----PLACAS P-70.00PRIMER PISO------COLUMNA EJE 6/G1.001.250.202.450.611.452.457.11F VERTICAL.3/484.20----33.60-1.00empalme------1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00------PLACAS P-40.00PRIMER PISO------COLUMNA EJE I-J/4-61.007.000.202.453.437.002.4534.30F VERTICAL.2.455/844.00---16.00--1.004.960.202.452.434.962.4524.30ESTRIBO A2.453/8101.07-10.44----1.00F VERTICAL.2.455/844.00---16.00--1.00ESTRIBO A2.453/8101.07-10.44----1.00F VERTICAL.2.453/464.00----24.00-1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00F VERTICAL.2.453/464.00----24.00-1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00F VERTICAL.2.453/464.00----24.00-1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----MURO ARMADO EJE 6/A-B1.00F VERTICAL.2.453/844.00-16.00----1.00F VERTICAL.2.453/8184.20-75.60----1.00F VERTICAL.2.453/8204.00-80.00----1.00F VERTICAL.2.453/8304.00-120.00----1.00F HORIZONTAL7.003/8207.24-141.90----1.00F HORIZONTAL4.953/8205.19-101.72----------PLACAS P-50.00PRIMER PISO------COLUMNA EJE F/1-21.003.550.202.451.743.752.4518.38F VERTICAL.2.453/464.00----24.00-1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00F VERTICAL.2.453/464.00----24.00-1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----MURO ARMADO EJE 6/A-B1.00F VERTICAL.2.453/8184.00-72.00----1.00F HORIZONTAL3.553/8203.79-74.28----1.00------PLACAS P-60.00PRIMER PISO------COLUMNA EJE 2/H1.001.500.202.450.741.702.458.33F VERTICAL.2.455/844.00---16.00--1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00F VERTICAL.2.455/844.00---16.00--1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----MURO ARMADO EJE 2/H1.00F VERTICAL.2.453/864.00-24.00----1.00F HORIZONTAL1.503/8201.74-34.10----1.00------SEPTIMO PISO------0.00------PLACAS P-1PRIMER PISO------COLUMNA EJE 5/A1.002.660.202.451.302.662.4513.52F VERTICAL.5/864.20---25.20--0.001.008.900.202.454.368.902.4544.10empalme------0.001.000.500.052.450.06ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.000.00------0.00COLUMNA EJE 6/A1.000.00F VERTICAL.5/864.20---25.20--0.001.000.00empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.000.000.000.000.000.000.00------COLUMNA EJE 6/B1.000.00F VERTICAL.164.20-----25.200.001.000.000.000.000.000.000.000.00empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.00------COLUMNA EJE 6/C1.000.000.000.000.000.000.000.00F VERTICAL.164.20-----25.200.001.000.000.000.000.000.000.000.00empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.00ESTRIBO B2.453/8101.07-10.44----0.001.00------MURO ARMADO EJE A/5-62.00F VERTICAL.1.543/864.20-51.74----2.00F HORIZONTAL2.453/8202.96-116.03----------MURO ARMADO EJE 6/A-B2.00F VERTICAL.2.453/8104.00-78.40----2.00F VERTICAL.2.453/8104.00-78.40----1.00F HORIZONTAL2.453/8209.35-183.26----1.00empalme2.453/8200.45-8.82----------PLACAS P-21.000.00PRIMER PISO------COLUMNA EJE 6/D1.000.006.450.202.453.166.452.4532.10F VERTICAL.2.455/864.00---24.00--0.001.000.006.552.4532.59empalme------0.001.000.00ESTRIBO A2.453/8101.04-10.19----0.001.000.000.00ESTRIBO B2.453/8101.07-10.44----0.00COLUMNAS LATERALES------2.00F VERTICAL.2.45164.00-----48.002.00empalme------2.00ESTRIBO A2.453/8101.04-20.38----2.00ESTRIBO B2.453/8101.07-20.87----------MURO ARMADO EJE 6/A-B1.00F VERTICAL.2.453/884.00-32.00----1.00F VERTICAL.2.453/8114.00-44.00----1.00F HORIZONTAL6.453/8206.69-131.12----1.00------PLACAS P-30.00PRIMER PISO------COLUMNA EJE 1/B1.0012.700.202.456.2212.702.4562.23F VERTICAL.164.20-----25.201.002.050.202.451.002.052.4510.05empalme------1.002.050.202.451.002.052.4510.05ESTRIBO A2.453/8101.04-10.19----1.000.350.202.450.170.352.451.72ESTRIBO B2.453/8101.07-10.44----1.002.750.202.451.352.752.4513.48------1.000.00------COLUMNA EJE 1/B1.00F VERTICAL.164.20-----25.201.00empalme------1.00ESTRIBO A2.453/8101.04-10.19----1.00ESTRIBO B2.453/8101.07-10.44----------COLUMNA EJE 1/C-D2.00F VERTICAL.164.20-----50.402.00empalme------2.00ESTRIBO A2.453/8101.04-20.38----2.00ESTRIBO B2.453/8101.07-20.87----------COLUMNA EJE 1/D-E2.00F VERTICAL.164.20-----50.402.00empalme------2.00ESTRIBO A2.453/8101.04-20.38----2.00ESTRIBO B2.453/8101.07-20.87----------COLUMNA EJE 2/ESCALERA1.00F VERTICAL.5/844.20---16.80--1.00empalme------1.00ESTRIBO B2.453/8101.07-10.44----1.00------MURO ARMADO EJE 6/A-B1.00F VERTICAL.2.453/8364.00-144.00----1.00F VERTICAL.2.453/8424.00-168.00----1.00F VERTICAL.2.453/8124.00-48.00----1.00F VERTICAL.2.453/8104.00-40.00----1.00F VERTICAL.2.453/884.00-32.00----1.00F VERTICAL.2.453/8184.00-72.00----1.00F HORIZONTAL12.703/82013.39-262.44----1.00F HORIZONTAL2.053/8202.29-44.88----1.00F HORIZONTAL2.253/8202.49-48.80----1.00F HORIZONTAL2.913/8203.15-61.74----PLACAS P-70.00PRIMER PISO------COLUMNA EJE 6/G1.001.250.202.450.611.452.457.11F VERTICAL.3/484.20----33.60-1.00empalme------1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00------PLACAS P-40.00PRIMER PISO------COLUMNA EJE I-J/4-61.007.000.202.453.437.002.4534.30F VERTICAL.2.455/844.00---16.00--1.004.960.202.452.434.962.4524.30ESTRIBO A2.453/8101.07-10.44----1.00F VERTICAL.2.455/844.00---16.00--1.00ESTRIBO A2.453/8101.07-10.44----1.00F VERTICAL.2.453/464.00----24.00-1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00F VERTICAL.2.453/464.00----24.00-1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00F VERTICAL.2.453/464.00----24.00-1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----MURO ARMADO EJE 6/A-B1.00F VERTICAL.2.453/844.00-16.00----1.00F VERTICAL.2.453/8184.20-75.60----1.00F VERTICAL.2.453/8204.00-80.00----1.00F VERTICAL.2.453/8304.00-120.00----1.00F HORIZONTAL7.003/8207.24-141.90----1.00F HORIZONTAL4.953/8205.19-101.72----------PLACAS P-50.00PRIMER PISO------COLUMNA EJE F/1-21.003.550.202.451.743.752.4518.38F VERTICAL.2.453/464.00----24.00-1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00F VERTICAL.2.453/464.00----24.00-1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----MURO ARMADO EJE 6/A-B1.00F VERTICAL.2.453/8184.00-72.00----1.00F HORIZONTAL3.553/8203.79-74.28----1.00------PLACAS P-60.00PRIMER PISO------COLUMNA EJE 2/H1.001.500.202.450.741.702.458.33F VERTICAL.2.455/844.00---16.00--1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----1.00F VERTICAL.2.455/844.00---16.00--1.00ESTRIBO A2.453/8101.07-10.44----1.00ESTRIBO B2.453/8101.07-10.44----MURO ARMADO EJE 2/H1.00F VERTICAL.2.453/864.00-24.00----1.00F HORIZONTAL1.503/8201.74-34.10----1.00------1.00------1.00------1.00------1.00------1.00------1.00------TOTAL231.592639.43METROS0.0073740.150.003990.183492.727237.800.00CONCRETO FC'=275 kg/cm238.50VARILLAS0.008193.350.00443.35388.08804.20CONCRETO FC'=210 kg/cm2193.09KILOS0.0041,294.480.006,192.767,806.2328,755.780.00TOTAL (KG)84,049.25KG804.22412.6

COLUMNASPLANILLA DE METRADOOBRA:MULTIFAMILIAR GRAL. SUAREZSUPERVISOR:ARQ. LUIS A. MORALES LANDEOUBICACIN :CALLE GRLA. SUAREZ 645RESIDENTE:ING. JOEL W. FUENTES BENDEZUDISTRITO :MIRAFLORES - LIMAFECHA:AGOSTO 2011CdigoElementoEXCAVACIONCONCRETOENCOFRADOFierroLongitud TotalObservacionesDescripcionCantidad de ElementosMedidasTotal (m3)MedidasTotal (m3)MedidasTotal (m3)@Diam.Cant.Long.1/43/81/25/83/41MedidasTotal (m2)lahlahlahahCOLUMNASSEGUNDO SOTANOCOLUMNA C-13.000.750.303.382.280.750.303.387.10 VERT143.98-----47.763.00 VERT3/463.98----71.64-3.00 ESTR. A2.453/8261.34-103.52----3.00 ESTR. B2.453/8261.34-103.52----------RADIO2R------COLUMNA C-32.000.253.143.380.660.253.143.385.31 VERT143.98-----31.842.00 VERT3/483.98----63.68-2.00 ESTR. A2.453/8551.34-147.40----------PRIMER SOTANOCOLUMNA C-13.000.750.303.382.280.750.303.3821.29 VERT142.65-----31.803.00 VERT3/462.65----47.70-3.00 ESTR. A2.453/8261.34-103.52----3.00 ESTR. B2.453/8261.34-103.52----RADIO2R------COLUMNA C-32.000.253.143.380.660.253.143.3810.62 VERT142.65-----21.202.00 VERT3/482.65----42.40-2.00 ESTR. A2.453/8551.34-147.40----------PRIMER PISOCOLUMNA C-13.000.750.303.382.280.750.303.3821.29 VERT142.65-----31.803.00 VERT3/462.65----47.70-3.00 ESTR. A2.453/8261.34-103.52----3.00 ESTR. B2.453/8261.34-103.52----------COLUMNA C-21.000.500.253.380.420.500.253.385.07 VERT------1.00 VERT3/483.98----31.84-1.00 ESTR. A2.453/8261.38-35.54----1.00 ESTR. B2.453/8260.41-10.56----RADIO2R------COLUMNA C-32.000.253.143.380.660.253.143.3810.62 VERT142.65-----21.202.00 VERT3/482.65----42.40-2.00 ESTR. A2.453/8551.34-147.40----------COLUMNA C-41.000.600.252.450.370.600.252.454.17 VERT------1.00 VERT3/484.13----33.04-1.00 ESTR. A2.453/8261.28-32.96----1.00 ESTR. B2.453/8261.28-32.96----------COLUMNA C-52.000.500.252.450.610.500.252.457.35 VERT------2.00 VERT3/464.13----49.56-2.00 ESTR. A2.453/8261.42-73.13----2.00 ESTR. B2.453/8260.37-19.06----------COLUMNA C-61.000.800.252.450.490.800.252.455.15 VERT144.13-----16.521.00 VERT3/484.13----33.04-1.00 ESTR. A2.453/8261.32-33.99----1.00 ESTR. B2.453/8261.32-33.99----1.00 ESTR. C2.453/8260.37-9.53----------COLUMNA C-A4.000.300.152.450.440.300.152.458.82 VERT4.13------4.00 VERT1/244.13--66.08---4.00 ESTR. A2.451/4230.9084.24-----------COLUMNA C-A11.000.450.152.450.170.300.302.452.94 VERT4.13------1.00 VERT1/274.13--28.91---1.00 ESTR. A2.451/4230.9021.06----- ESTR. B2.451/4230.900.00-----------SEGUNDO PISOCOLUMNA C-13.000.750.303.382.280.750.303.3821.29 VERT142.65-----31.803.00 VERT3/462.65----47.70-3.00 ESTR. A2.453/8261.34-103.52----3.00 ESTR. B2.453/8261.34-103.52----------COLUMNA C-21.000.500.253.380.420.500.253.385.07 VERT------1.00 VERT3/483.98----31.84-1.00 ESTR. A2.453/8261.38-35.54----1.00 ESTR. B2.453/8260.41-10.56----RADIO2R------COLUMNA C-32.000.253.143.380.660.253.143.3810.62 VERT142.65-----21.202.00 VERT3/482.65----42.40-2.00 ESTR. A2.453/8551.34-147.40----------COLUMNA C-41.000.600.252.450.370.600.252.454.17 VERT------1.00 VERT3/484.13----33.04-1.00 ESTR. A2.453/8261.28-32.96----1.00 ESTR. B2.453/8261.28-32.96----------COLUMNA C-52.000.500.252.450.610.500.252.457.35 VERT------2.00 VERT3/464.13----49.56-2.00 ESTR. A2.453/8261.42-73.13----2.00 ESTR. B2.453/8260.37-19.06----------COLUMNA C-61.000.800.252.450.490.800.252.455.15 VERT144.13-----16.521.00 VERT3/484.13----33.04-1.00 ESTR. A2.453/8261.32-33.99----1.00 ESTR. B2.453/8261.32-33.99----1.00 ESTR. C2.453/8260.37-9.53----------COLUMNA C-A4.000.300.152.450.440.300.152.458.82 VERT4.13------4.00 VERT1/244.13--66.08---4.00 ESTR. A2.451/4230.9084.24-----------COLUMNA C-A11.000.450.152.450.170.300.302.452.94 VERT4.13------1.00 VERT1/274.13--28.91---1.00 ESTR. A2.451/4230.9021.06----- ESTR. B2.451/4230.900.00-----------TERCER PISOCOLUMNA C-13.000.750.303.382.280.750.303.3821.29 VERT142.65-----31.803.00 VERT3/462.65----47.70-3.00 ESTR. A2.453/8261.34-103.52----3.00 ESTR. B2.453/8261.34-103.52----------COLUMNA C-21.000.500.253.380.420.500.253.385.07 VERT------1.00 VERT3/483.98----31.84-1.00 ESTR. A2.453/8261.38-35.54----1.00 ESTR. B2.453/8260.41-10.56----RADIO2R------COLUMNA C-32.000.253.143.380.660.253.143.3810.62 VERT142.65-----21.202.00 VERT3/482.65----42.40-2.00 ESTR. A2.453/8551.34-147.40----------COLUMNA C-41.000.600.252.450.370.600.252.454.17 VERT------1.00 VERT3/484.13----33.04-1.00 ESTR. A2.453/8261.28-32.96----1.00 ESTR. B2.453/8261.28-32.96----------COLUMNA C-52.000.500.252.450.610.500.252.457.35 VERT------2.00 VERT3/464.13----49.56-2.00 ESTR. A2.453/8261.42-73.13----2.00 ESTR. B2.453/8260.37-19.06----------COLUMNA C-61.000.800.252.450.490.800.252.455.15 VERT144.13-----16.521.00 VERT3/484.13----33.04-1.00 ESTR. A2.453/8261.32-33.99----1.00 ESTR. B2.453/8261.32-33.99----1.00 ESTR. C2.453/8260.37-9.53----------COLUMNA C-A4.000.300.152.450.440.300.152.458.82 VERT4.13------4.00 VERT1/244.13--66.08---4.00 ESTR. A2.451/4230.9084.24-----------COLUMNA C-A11.000.450.152.450.170.300.302.452.94 VERT4.13------1.00 VERT1/274.13--28.91---1.00 ESTR. A2.451/4230.9021.06----- ESTR. B2.451/4230.900.00-----------CUARTO PISOCOLUMNA C-13.000.750.303.382.280.750.303.3821.29 VERT142.65-----31.803.00 VERT3/462.65----47.70-3.00 ESTR. A2.453/8261.34-103.52----3.00 ESTR. B2.453/8261.34-103.52----------COLUMNA C-21.000.500.253.380.420.500.253.385.07 VERT------1.00 VERT3/483.98----31.84-1.00 ESTR. A2.453/8261.38-35.54----1.00 ESTR. B2.453/8260.41-10.56----RADIO2R------COLUMNA C-32.000.253.143.380.660.253.143.3810.62 VERT142.65-----21.202.00 VERT3/482.65----42.40-2.00 ESTR. A2.453/8551.34-147.40----------COLUMNA C-41.000.600.252.450.370.600.252.454.17 VERT------1.00 VERT3/484.13----33.04-1.00 ESTR. A2.453/8261.28-32.96----1.00 ESTR. B2.453/8261.28-32.96----------COLUMNA C-52.000.500.252.450.610.500.252.457.35 VERT------2.00 VERT3/464.13----49.56-2.00 ESTR. A2.453/8261.42-73.13----2.00 ESTR. B2.453/8260.37-19.06----------COLUMNA C-61.000.800.252.450.490.800.252.455.15 VERT144.13-----16.521.00 VERT3/484.13----33.04-1.00 ESTR. A2.453/8261.32-33.99----1.00 ESTR. B2.453/8261.32-33.99----1.00 ESTR. C2.453/8260.37-9.53----------COLUMNA C-A4.000.300.152.450.440.300.152.458.82 VERT4.13------4.00 VERT1/244.13--66.08---4.00 ESTR. A2.451/4230.9084.24-----------COLUMNA C-A11.000.450.152.450.170.300.302.452.94 VERT4.13------1.00 VERT1/274.13--28.91---1.00 ESTR. A2.451/4230.9021.06----- ESTR. B2.451/4230.900.00-----------QUINTO PISOCOLUMNA C-13.000.750.303.382.280.750.303.3821.29 VERT142.65-----31.803.00 VERT3/462.65----47.70-3.00 ESTR. A2.453/8261.34-103.52----3.00 ESTR. B2.453/8261.34-103.52----------COLUMNA C-21.000.500.253.380.420.500.253.385.07 VERT------1.00 VERT3/483.98----31.84-1.00 ESTR. A2.453/8261.38-35.54----1.00 ESTR. B2.453/8260.41-10.56----RADIO2R------COLUMNA C-32.000.253.143.380.660.253.143.3810.62 VERT142.65-----21.202.00 VERT3/482.65----42.40-2.00 ESTR. A2.453/8551.34-147.40----------COLUMNA C-41.000.600.252.450.370.600.252.454.17 VERT------1.00 VERT3/484.13----33.04-1.00 ESTR. A2.453/8261.28-32.96----1.00 ESTR. B2.453/8261.28-32.96----------COLUMNA C-52.000.500.252.450.610.500.252.457.35 VERT------2.00 VERT3/464.13----49.56-2.00 ESTR. A2.453/8261.42-73.13----2.00 ESTR. B2.453/8260.37-19.06----------COLUMNA C-61.000.800.252.450.490.800.252.455.15 VERT144.13-----16.521.00 VERT3/484.13----33.04-1.00 ESTR. A2.453/8261.32-33.99----1.00 ESTR. B2.453/8261.32-33.99----1.00 ESTR. C2.453/8260.37-9.53----------COLUMNA C-A4.000.300.152.450.440.300.152.458.82 VERT4.13------4.00 VERT1/244.13--66.08---4.00 ESTR. A2.451/4230.9084.24-----------COLUMNA C-A11.000.450.152.450.170.300.302.452.94 VERT4.13------1.00 VERT1/274.13--28.91---1.00 ESTR. A2.451/4230.9021.06----- ESTR. B2.451/4230.900.00-----------SEXTO PISOCOLUMNA C-13.000.750.303.382.280.750.303.3821.29 VERT142.65-----31.803.00 VERT3/462.65----47.70-3.00 ESTR. A2.453/8261.34-103.52----3.00 ESTR. B2.453/8261.34-103.52----------COLUMNA C-21.000.500.253.380.420.500.253.385.07 VERT------1.00 VERT3/483.98----31.84-1.00 ESTR. A2.453/8261.38-35.54----1.00 ESTR. B2.453/8260.41-10.56----RADIO2R------COLUMNA C-32.000.253.143.380.660.253.143.3810.62 VERT142.65-----21.202.00 VERT3/482.65----42.40-2.00 ESTR. A2.453/8551.34-147.40----------COLUMNA C-41.000.600.252.450.370.600.252.454.17 VERT------1.00 VERT3/484.13----33.04-1.00 ESTR. A2.453/8261.28-32.96----1.00 ESTR. B2.453/8261.28-32.96----------COLUMNA C-52.000.500.252.450.610.500.252.457.35 VERT------2.00 VERT3/464.13----49.56-2.00 ESTR. A2.453/8261.42-73.13----2.00 ESTR. B2.453/8260.37-19.06----------COLUMNA C-61.000.800.252.450.490.800.252.455.15 VERT144.13-----16.521.00 VERT3/484.13----33.04-1.00 ESTR. A2.453/8261.32-33.99----1.00 ESTR. B2.453/8261.32-33.99----1.00 ESTR. C2.453/8260.37-9.53----------COLUMNA C-A4.000.300.152.450.440.300.152.458.82 VERT4.13------4.00 VERT1/244.13--66.08---4.00 ESTR. A2.451/4230.9084.24-----------COLUMNA C-A11.000.450.152.450.170.300.302.452.94 VERT4.13------1.00 VERT1/274.13--28.91---1.00 ESTR. A2.451/4230.9021.06----- ESTR. B2.451/4230.900.00-----------SEPTIMO PISOCOLUMNA C-13.000.750.303.382.280.750.303.3821.29 VERT142.65-----31.803.00 VERT3/462.65----47.70-3.00 ESTR. A2.453/8261.34-103.52----3.00 ESTR. B2.453/8261.34-103.52----------COLUMNA C-21.000.500.253.380.420.500.253.385.07 VERT------1.00 VERT3/483.98----31.84-1.00 ESTR. A2.453/8261.38-35.54----1.00 ESTR. B2.453/8260.41-10.56----RADIO2R------COLUMNA C-32.000.253.143.380.330.253.143.3810.62 VERT142.65-----21.202.00 VERT3/482.65----42.40-2.00 ESTR. A2.453/8551.34-147.40----------COLUMNA C-41.000.600.252.450.370.600.252.454.17 VERT------1.00 VERT3/484.13----33.04-1.00 ESTR. A2.453/8261.28-32.96----1.00 ESTR. B2.453/8261.28-32.96----------COLUMNA C-52.000.500.252.450.610.500.252.457.35 VERT------2.00 VERT3/464.13----49.56-2.00 ESTR. A2.453/8261.42-73.13----2.00 ESTR. B2.453/8260.37-19.06----------COLUMNA C-61.000.800.252.450.490.800.252.455.15 VERT144.13-----16.521.00 VERT3/484.13----33.04-1.00 ESTR. A2.453/8261.32-33.99----1.00 ESTR. B2.453/8261.32-33.99----1.00 ESTR. C2.453/8260.37-9.53----------COLUMNA C-A4.000.300.152.450.440.300.152.458.82 VERT4.13------4.00 VERT1/244.13--66.08---4.00 ESTR. A2.451/4230.9084.24-----------COLUMNA C-A11.000.450.152.450.170.300.302.452.94 VERT4.13------1.00 VERT1/274.13--28.91---1.00 ESTR. A2.451/4230.9021.06----- ESTR. B2.451/4230.900.00-----------------------TOTAL43.67m3502.14M2METROS737.105161.81664.930.001888.48619.240.00CONCRETO FC'=275 kg/cm25.89m3VARILLAS81.90573.5373.880.00209.8368.80CONCRETO FC'=210 kg/cm237.78m3KILOS82.002,890.61660.940.004,220.752,460.240.00TOTAL (KG)10,314.54KG68.8044444444206.4133333333

LOSA ALIGERADAPLANILLA DE METRADOOBRA:SUPERVISOR:ARQ. LUIS A. MORALES LANDEOUBICACIN :RESIDENTE:ING. JOEL W. FUENTES BENDEZUDISTRITO :VILLA MARIA DEL TRIUNFOFECHA:AGOSTO 2011CdigoElementoEXCAVACIONCONCRETOENCOFRADOFierroLongitud TotalObservacionesDescripcionCantidad de ElementosMedidasTotal (m3)MedidasTotal (m3)MedidasTotal (m3)@Diam.Cant.Long.1/43/81/25/83/41MedidasTotal (m2)lahlahlahahLOSA ALIGERADASEGUNDO SOTANO------PAOS 1-2-30.00------1.00 EJE 6-6------0.00PAO 11.003.053.050.07000.653.053.059.30 NEGAT0.253/861.00-6.07----0.001.00 EJE 5-5------0.00PAO 21.003.052.850.07000.613.052.858.69 NEGAT0.251/262.25--13.73---0.001.001.952.855.56 NEGAT0.251/241.10--4.27---0.001.00 EJE 2-2------0.00PAO 31.005.003.000.07001.055.003.0015.00 NEGAT0.251/2102.25--22.50---0.001.000.00 EJE 1-1------0.001.005.00 NEGAT0.253/8101.00-9.95----0.001.00------0.00PAOS 4-5-60.00------1.00 EJE 6-6------0.00PAO 41.006.253.050.07001.336.253.0519.06 NEGAT0.253/8131.00-12.44----0.001.00 EJE 5-5------0.00PAO 51.006.254.100.07001.796.254.1025.63 NEGAT0.251/2132.65--33.13---0.001.00 EJE 1-2------0.00PAO 61.002.501.800.07000.322.501.804.50 NEGAT0.251/253.24--16.20---0.001.00CAJA DE ESCALERA------0.001.003.75 NEGAT0.251/281.15--8.59---0.001.00------0.00PAOS 7-80.00------1.00 EJE 6-6------0.00PAO 71.004.754.570.07001.524.754.5721.71 NEGAT0.253/8101.30-12.30----0.001.00 EJE 3-3------0.00PAO 81.004.452.770.07000.864.452.7712.33 NEGAT0.251/2182.75--48.95---0.001.00 EJE 1-2------0.001.004.45 NEGAT0.253/891.00-8.86----0.001.00------0.00PRIMER SOTANO------PAOS 1-2-30.00------1.00 EJE 6-6------0.00PAO 11.003.053.050.07000.653.053.059.30 NEGAT0.253/861.00-6.07----0.001.00 EJE 5-5------0.00PAO 21.003.052.850.07000.613.052.858.69 NEGAT0.251/262.25--13.73---0.001.001.952.855.56 NEGAT0.251/241.10--4.27---0.001.00 EJE 2-2------0.00PAO 31.005.003.000.07001.055.003.0015.00 NEGAT0.251/2102.25--22.50---0.001.000.00 EJE 1-1------0.001.005.00 NEGAT0.253/8101.00-9.95----0.001.00------0.00PAOS 4-5-60.00------1.00 EJE 5-5------0.00PAO 51.006.254.100.07001.796.254.1025.63 NEGAT0.251/2131.52--19.00---0.001.00 EJE 1-2------0.00PAO 61.002.501.800.07000.322.501.804.50 NEGAT0.251/253.24--16.20---0.001.00CAJA DE ESCALERA------0.001.003.75 NEGAT0.251/281.15--8.59---0.001.00------0.00PAOS 7-80.00------1.00 EJE 6-6------0.00PAO 71.0028.711.000.07002.0128.711.0028.71 NEGAT0.253/8101.30-12.67----0.001.00 EJE 6-6------0.001.00 NEGAT0.253/822.93-5.86----0.001.00 EJE 5-5/E------0.001.00 NEGAT0.253/882.24-17.92----0.001.00 EJE 3-3------0.00PAO 81.004.452.770.07000.864.452.7712.33 NEGAT0.251/2182.75--48.95---0.001.00 EJE 1-2------0.001.004.45 NEGAT0.253/891.00-8.86----0.001.00------0.001.00 EJE 3-3------0.00PAO 91.003.702.500.07000.653.702.509.25 NEGAT0.253/871.24-9.18----0.001.00 EJE 1-2------0.001.002.50 NEGAT0.253/851.24-6.20----0.001.00------0.001.00------0.00PRIMER PISO------PAOS 1-2-30.00------1.00 EJE 6-6------0.00PAO 11.005.003.050.07001.075.003.0515.25 NEGAT0.253/8101.00-9.95----0.001.00 EJE 5-5------0.00PAO 21.005.002.850.07001.005.002.8514.25 NEGAT0.251/2102.25--22.50---0.001.000.000.00 NEGAT------0.001.00 EJE 2-2------0.00PAO 31.005.003.000.07001.055.003.0015.00 NEGAT0.251/2102.25--22.50---0.001.000.00 EJE 1-1------0.001.005.00 NEGAT0.253/8101.20-11.95----0.00PAOS 40.00------1.00 EJE 3-3------0.00PAO 11.005.254.180.07001.535.254.1821.92 NEGAT0.253/8111.36-14.28----0.001.001.002.330.07000.161.002.332.33Ascensor0.253/821.36-2.72----0.001.00Ascensor0.253/821.36-2.72----0.001.00 EJE 1-1------0.001.00 NEGAT0.253/8111.36-14.28----0.001.00------0.00PAOS 5-60.00------1.00 EJE 6-6------0.00PAO 51.002.854.900.07000.982.854.9013.97 NEGAT0.253/861.06-6.04----0.001.00 EJE 3-3------0.001.00 NEGAT0.251/2123.40--42.16---0.00PAO 61.003.854.300.07001.163.854.3016.56 NEGAT0.251/281.26--9.70---0.001.000.302.500.07000.05------0.001.00------0.00PAOS 7-80.00------1.00 EJE 1-1------0.00PAO 71.002.154.300.07000.652.154.309.25 NEGAT0.253/841.06-4.56----0.001.00 EJE 3-3------0.001.002.15 NEGAT0.253/841.06-4.56----0.001.00 EJE 3-3------0.00PAO 81.000.854.300.07000.260.854.303.66 NEGAT0.253/821.31-2.23----0.001.001.754.850.07000.591.754.858.49------0.001.00 EJE 4-4------0.001.00 NEGAT0.253/843.46-12.11----0.001.00 EJE 1-1------0.001.002.60 NEGAT0.253/853.46-17.99----0.001.00------0.001.00 EJE 1-1------0.00PAO 91.006.304.350.07001.926.304.3527.41 NEGAT0.253/8131.16-14.62----0.001.00 EJE 4-4------0.001.003.10 NEGAT0.251/2123.40--42.16---0.001.00 EJE 4-4------0.001.003.20 NEGAT0.251/261.16--7.42---0.001.00------0.001.001.301.000.07000.091.301.001.30------0.001.00------0.00SEGUNDO PISO------PAOS 1-2-30.00------1.00 EJE 6-6------0.00PAO 11.005.003.050.07001.075.003.0515.25 NEGAT0.253/8101.00-9.95----0.001.00 EJE 5-5------0.00PAO 21.005.002.850.07001.005.002.8514.25 NEGAT0.251/2102.25--22.50---0.001.000.000.00 NEGAT------0.001.00 EJE 2-2------0.00PAO 31.005.003.000.07001.055.003.0015.00 NEGAT0.251/2102.25--22.50---0.001.000.00 EJE 1-1------0.001.005.00 NEGAT0.253/8101.20-11.95----0.00PAOS 40.00------1.00 EJE 3-3------0.00PAO 11.005.254.180.07001.535.254.1821.


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