Arq-Est_MSM

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PLANILLA DE METRADOS PROYECTO : "CONSTRUCCION MER ARQUITECTURA Y ESTRUCTURAS ELEMENTO DIMENSIONES(M) Nº DE Nº DE ELE- CANT. CANT. UNIDAD LONG. ANCHO ALTO VECES MENTOS PARCIAL TOTAL 01.00 OBRAS PROVISIONALES 01.01.- CERCO PROVISIONAL DE OBRA 55.00 1 1 55.00 55.00 55.00 M 01.02.- ALMACEN DE OBRA 4.00 4.00 1 1 16.00 16.00 16.00 M2 01.0.- ALQUILER DE SERVICIOS HIGIENICOS PORTATIL Plazode ejecuci! .00 !.00 !.00 MES 01.0".- CONE#I$N PROVISIONAL DE AGUA POTABLE 1 1.00 1.00 1.00 UND 01.05.- SUMINISTRO PROVISIONAL DE ENERGIA ELECTRICA Plazode ejecuci! .00 !.00 !.00 MES 02.00 TRABA%OS PRELIMINARES 02.01.- CARTEL DE OBRA 1 1.00 1.00 1.00 UND 02.02.- LIMPIE&A MANUAL DE TERRENO #$ea Calculada e! #u%ocad 5&0.' 1 1 5&0.' 50.'! 50.'! M2 02.0.- TRA&O NIVELES Y REPLANTEO PRELIMINAR #$ea Calculada e! #u%ocad 5&0.' 1 1 5&0.' 50.'! 50.'! M2 02.0".- TRA&O NIVELES Y REPLANTEO DURANTE EL PROCESO #$ea Calculada e! #u%ocad 5&0.' 1 1 5&0.' 50.'! 50.'! M2 0.00 MOVIMIENTO DE TIERRAS 0.01.- E#CAVACIONES MASIVAS CON MAQUINARIA (olu)e! de co$%e &4'.*6 1.1' 1 1 406.*+ "06.2 "06.2 M 0.02.- E#CAVACIONES MASIVAS EN *ORMA MANUAL (olu)e! de co$%e 1'. 5 0.50 1.1' 1 1 10.44 *0.'' 0.50 1.1' 1 1 1*.15 22.5 22.5 M 0.0.- E#CAVACION DE &APATAS (HASTA 1." M) , 1 1.60 1.50 1.00 1 ** 5*. 0 , * 1.60 1.00 1.00 1 ** &5.*0 , & 1.10 1.00 1.00 1 4 4.40 , 4 *.00 1.50 1.00 1 * 6.00 , 5 *.00 1.00 1.00 1 * 4.00 102."0 102."0 M 0.0".- E#CAVACIONES DE &AN%AS (HASTA 1.00 M) CIMIENTOS CORRIDOS+ SERVICIOS HIGIENICOS Y DIVISIONES -o! i%udi!ale/ 1.45 0.40 0.40 1 1 0.*& 1.15 0.40 0.40 1 5 0.+* *. 6 0.40 0.40 1 1 0.46 *.06 0.40 0.40 1 1 0.&& 1.*0 0.40 0.40 1 1 0.1+ 2.1 T$a!/ e$/ale/ &. 0 0.40 0.40 1 1 0.61

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Arq-Est_MSMArq-Est_MSMArq-Est_MSMArq-Est_MSMArq-Est_MSMArq-Est_MSMArq-Est_MSMArq-Est_MSMArq-Est_MSMArq-Est_MSMArq-Est_MSMArq-Est_MSMArq-Est_MSMArq-Est_MSM

Transcript of Arq-Est_MSM

EST-ARQPLANILLA DE METRADOS: CONSTRUCCION EDIF. 2H - INDUSTRIAS ALIMENTARIAS.PROYECTO : "CONSTRUCCION MERCADO SAN MARTIN": UNIVERSIDAD NACIONAL DE CAJAMARCA.ARQUITECTURA Y ESTRUCTURASELEMENTODIMENSIONES(M)N DEN DE ELE-CANT.CANT.UNIDADLONG.ANCHOALTOVECESMENTOSPARCIALTOTAL01.00 OBRAS PROVISIONALES01.01.- CERCO PROVISIONAL DE OBRA55.001155.0055.0055.00M01.02.- ALMACEN DE OBRA4.004.001116.0016.0016.00M201.03.- ALQUILER DE SERVICIOS HIGIENICOS PORTATILPlazo de ejecucin88.008.008.00MES01.04.- CONEXIN PROVISIONAL DE AGUA POTABLE11.001.001.00UND01.05.- SUMINISTRO PROVISIONAL DE ENERGIA ELECTRICAPlazo de ejecucin88.008.008.00MES02.00 TRABAJOS PRELIMINARES02.01.- CARTEL DE OBRA11.001.001.00UND02.02.- LIMPIEZA MANUAL DE TERRENOArea Calculada en Autocad530.7811530.78530.78530.78M202.03.- TRAZO, NIVELES Y REPLANTEO PRELIMINARArea Calculada en Autocad530.7811530.78530.78530.78M202.04.- TRAZO, NIVELES Y REPLANTEO DURANTE EL PROCESOArea Calculada en Autocad530.7811530.78530.78530.78M203.00 MOVIMIENTO DE TIERRAS03.01.- EXCAVACIONES MASIVAS CON MAQUINARIAVolumen de corte347.261.1711406.29406.29406.29M303.02.- EXCAVACIONES MASIVAS EN FORMA MANUALVolumen de corte17.850.501.171110.4420.770.501.171112.1522.5922.59M303.03.- EXCAVACION DE ZAPATAS (HASTA 1.4 M)Z 11.601.501.0012252.80Z 21.601.001.0012235.20Z 31.101.001.00144.40Z 42.001.501.00126.00Z 52.001.001.00124.00102.4052102.40M303.04.- EXCAVACIONES DE ZANJAS (HASTA 1.00 M)CIMIENTOS CORRIDOS: SERVICIOS HIGIENICOS Y DIVISIONESLongitudinales1.450.400.40110.231.150.400.40150.922.860.400.40110.462.060.400.40110.331.200.400.40110.192.13Transversales3.800.400.40110.611.300.400.40130.621.550.400.40110.251.450.400.40120.461.100.400.40110.182.130.400.40110.342.46CIMIENTOS CORRIDOS: PUESTOS DE CARNESMuros transversales3.150.400.40163.023.02VIGAS DE CIMENTACIONEje 110.550.300.40145.06Eje 210.760.300.40111.29Eje 35.670.300.40110.68Eje 413.970.300.40111.68Eje 513.980.300.40111.68Eje 613.990.300.40111.68Eje 714.190.300.40111.70Eje 81.520.300.40110.18Eje 915.480.300.40111.86Eje A14.260.300.40111.71Eje B13.160.300.40111.58Eje C4.500.300.40110.54Eje D11.090.300.40111.33Eje E1.710.300.40110.21Eje F11.110.300.40111.33Eje G10.490.300.40111.26Eje H6.290.300.40110.7524.52TANQUE CISTERNAEjes 2,3 y G,H4.203.602.101131.7531.75CIMIENTO DE ESCALERASEscalera E-11.800.400.60110.430.43RAMPASTramo 17.981.500.81119.709.7074.01M303.05.- RELLENO MANUAL (CON MATERIAL PROPIO)Z 11.601.500.4012019.20Z 21.601.000.4012214.08Z 31.101.000.40141.76Z 42.001.500.40144.80Z 52.001.000.40121.6041.44Menos columnasC1(0.35)0.250.40144-1.54C2(0.09)0.790.4014-0.11C3(0.73)0.250.4014-0.2939.5039.50M303.06.- RELLENO MANUAL (CON MATERIAL DE PRESTAMO)Area Calculada en Autocad183.520.451182.58Menos Muros principales(25.80)0.4511-11.6170.9770.97M303.07.- ACARREO DE MAT. EXCEDENTE EN FORMA MANUALExcavaciones masivas a mano22.591122.59Excavacin de zapatas102.4011102.40Excavacin de zanjas74.011174.01Menos relleno c/mat. Propio(39.50)11-39.50159.50Ms Esponjamiento1.25199.38199.38M303.07.- ELIMINACION DE MAT. EXCEDENTE CON MAQUINARIAExcavaciones masivas c/maq406.2911406.29Acarreo199.3811199.38605.67Ms Esponjamiento1.25757.08757.08M303.08.- AFIRMADO COMPACTADO PARA FALSO PISOArea Calculada en Autocad530.7811530.78Menos Muros principales(44.89)11-44.89Menos rampa(13.38)11-13.38Menos Muros de puestos(6.92)11-6.92465.59465.59M204.00 OBRAS DE CONCRETO SIMPLE04.01.- CIMIENTOS CORRIDOS : CONCRETO 1:10 + 30% P.G.SERVICIOS HIGIENICOS Y DIVISIONES:Longitudinales1.450.400.40110.231.150.400.40150.922.860.400.40110.462.060.400.40110.331.200.400.40110.192.13Transversales3.800.400.40110.611.300.400.40130.621.550.400.40110.251.450.400.40120.461.100.400.40110.182.130.400.40110.342.46PUESTOS DE CARNESMuros transversales3.150.400.40163.023.02ESCALERASE-1: Primer tramo1.800.400.40161.731.739.34M304.02.- SOBRECIMIENTOS: CONCRETO F'C=140 KG/CM2SERVICIOS HIGIENICOS Y DIVISIONES:Longitudinales0.900.150.40110.050.300.150.40150.093.060.150.40110.182.490.150.40110.151.200.150.40110.070.54Transversales3.950.150.40110.241.600.150.40150.480.800.150.40110.050.700.150.40110.040.700.150.40110.041.690.150.40110.100.95PUESTOS DE CARNESMuros transversales2.750.150.40160.990.99Muros longitudinales3.620.150.40110.222.490.150.40120.300.770.150.40110.050.57MUROSEje 35.310.150.40110.32Eje 45.320.150.40110.32Eje 55.330.150.40110.32Eje 65.330.150.40110.32Eje 72.890.150.40110.17Eje C3.240.150.40110.19Eje D3.160.150.40110.19Eje E3.080.150.40110.18Eje F2.990.150.40110.182.195.24M304.03.- SOBRECIMIENTOS: ENCOF. Y DESENCOFRADOSERVICIOS HIGIENICOS Y DIVISIONES:Longitudinales0.900.40210.720.300.40271.683.060.402512.242.490.40211.991.200.40210.9617.59Transversales3.950.40213.161.600.40211.280.800.40221.280.700.40221.120.700.40210.561.690.40211.358.75PUESTOS DE CARNESMuros transversales2.750.402613.2013.20Muros longitudinales3.620.40212.902.490.40223.980.770.40210.627.50MUROSEje 35.310.40214.25Eje 45.320.40214.26Eje 55.330.40214.26Eje 65.330.40214.26Eje 72.890.40212.31Eje C3.240.40212.59Eje D3.160.40212.53Eje E3.080.40212.46Eje F2.990.40212.3929.3176.35M204.04.- FALSO PISO CONCRETO 1:8, E=0.10 M.Area Calculada en Autocad530.7811530.78Menos Muros principales(44.89)11-44.89Menos rampa(13.38)11-13.38Menos Muros de puestos(6.92)11-6.92465.59465.59M204.05.- SOLADO PARA ZAPATAS, E=4", CONCRETO 1:12Z 11.601.5012048.00Z 21.601.0012235.20Z 31.101.00144.40Z 42.001.501412.00Z 52.001.00124.00103.60103.60M204.06.- CONCRETO F'C=140 KG/CM2 EN SOBREPISOSPRIMER PISOPuestos2.650.500.10110.132.600.500.10181.042.500.500.10181.002.000.500.10140.402.57SEGUNDO PISOPuestos3.102.600.15144.844.84TERCER PISOPuesto 58,59,60,613.050.500.10140.61Puesto 563.190.500.10110.16Puesto 553.710.500.10110.19Puesto 54,533.450.500.10120.35Puesto 523.190.500.10110.161.478.88M205.00 OBRAS DE CONCRETO ARMADO05.01 ZAPATAS05.01.01.- ZAPATAS : CONCRETO F'c = 210 KG/CM2Z 11.601.500.5012226.40Z 21.601.000.5012217.60Z 31.101.000.50142.20Z 42.001.500.50123.00Z 52.001.000.50122.0051.2051.20M305.02 VIGAS DE CIMENTACION05.02.01.- VIGAS DE CIMENTACION : CONCRETO F'c = 210 KG/CM2Eje 119.550.300.40112.35283.51Eje 219.550.300.40112.35Eje 39.460.300.40111.14Eje 420.330.300.40112.44Eje 520.340.300.40112.44Eje 620.340.300.40112.44Eje 720.550.300.40112.47Eje 82.790.300.40110.33Eje 921.430.300.40112.57Eje A24.930.300.40112.99Eje B23.430.300.40112.81Eje C5.870.300.40110.70Eje D17.440.300.40112.09Eje E3.080.300.40110.37Eje F20.120.300.40112.41Eje G19.670.300.40112.36Eje H14.630.300.40111.7634.0234.02M305.03 SOBRECIMIENTOS ARMADOS05.03.01.- SOBRECIMIENTOS ARMADOS: CONCRETO F'C=210 KG/CM2MUROSEje 14.150.151.35110.8479.94Eje 115.400.151.35113.12Eje 24.150.151.35110.84Eje 34.150.151.35110.84Eje 44.150.151.35110.84Eje 54.150.151.35110.84Eje 64.150.151.35110.84Eje 74.150.151.35110.842.650.152.02110.8023.87Eje 82.790.152.02110.85Eje 95.480.151.35111.11Eje A5.420.151.35111.10Eje A19.510.151.35113.95Eje B2.000.152.02110.61Eje F3.530.152.02111.07Eje G12.900.152.02113.913.170.151.35110.64Eje H1.910.151.35110.39Eje H: sobre cisterna3.600.151.82110.9824.4124.41M305.03.02.- SOBRECIMIENTOS ARMADOS: ENCOF. Y DESENCOFRADOMUROSEje 14.151.352111.21Eje 115.401.352141.58Eje 24.151.352111.21Eje 34.151.352111.21Eje 44.151.352111.21Eje 54.151.352111.21Eje 64.151.352111.21Eje 74.151.352111.212.652.022110.71Eje 82.792.022111.27Eje 95.481.352114.80Eje A5.421.352114.63Eje A19.511.352152.68Eje B2.002.02218.08Eje F3.532.022114.26Eje G12.902.022152.123.171.35218.56Eje H1.911.35215.16Eje H: sobre cisterna3.601.822113.10325.42325.42M205.04 COLUMNAS05.04.01.- COLUMNAS: CONCRETO F'c = 210 KG/CM2PRIMER PISOC10.350.253.851258.420.350.254.801104.200.350.253.85193.03C20.090.793.85141.09C30.730.253.85110.700.730.254.80121.740.730.253.85110.70C40.150.254.20140.630.150.253.25110.12C50.150.404.20110.2520.8858SEGUNDO PISOC10.350.253.201349.520.350.252.70181.890.350.252.84120.50C20.090.793.20130.68C30.730.253.20121.160.730.252.84121.03C40.150.252.84130.32C50.150.402.84110.1715.27TERCER PISOC10.350.253.201318.680.350.253.40120.60C20.090.793.20110.23C30.730.253.20121.160.730.253.40121.23C40.150.253.20110.120.150.253.20120.2412.26AZOTEAC10.350.250.50130.131.350.251.90185.13C30.730.251.90120.69C40.150.250.50110.02C1 (Tanque elevado)0.350.253.00120.536.5054.91M305.04.02.- COLUMNAS: ENCOFRADO Y DESENCOFRADOPRIMER PISOC10.350.253.85125115.500.350.254.8011057.600.350.253.851941.58C20.090.793.851426.96C30.730.253.85117.510.730.254.801218.720.730.253.85117.51C40.150.254.20146.720.150.253.25111.30C50.150.404.20112.33285.73SEGUNDO PISOC10.350.253.20134130.560.350.252.701825.920.350.252.84126.82C20.090.793.201316.81C30.730.253.201212.480.730.252.841211.08C40.150.252.84133.41C50.150.402.84111.57208.65TERCER PISOC10.350.253.20131119.040.350.253.40128.16C20.090.793.20115.60C30.730.253.201212.480.730.253.401213.26C40.150.253.20111.280.150.253.20122.56162.38AZOTEAC10.350.250.50131.801.350.251.901848.64C30.730.251.90127.41C40.150.250.50110.40C1 (Tanque elevado)0.350.253.00127.2065.45722.21M205.05 PLACAS05.05.01.- PLACAS: CONCRETO F'c = 210 KG/CM2PRIMER PISOPlaca 10.950.204.80110.91Placa 21.450.205.42111.57Placa 30.600.205.42110.653.13SEGUNDO PISOPlaca 21.450.203.20110.93Placa 30.600.202.84110.341.27TERCER PISOPlaca 21.450.201.26110.370.374.77M305.05.02.- PLACAS: ENCOFRADO Y DESENCOFRADOPRIMER PISOPlaca 10.950.204.801111.04Placa 21.450.205.421117.8928.93SEGUNDO PISOPlaca 21.450.203.201110.56Placa 30.600.202.84114.5415.10TERCER PISOPlaca 21.450.201.26114.164.1648.19M205.06 VIGAS05.06.01.- VIGAS: CONCRETO F'c = 210 KG/CM2PRIMER PISOVIGAS PRINCIPALESEje 1: VP 10115.400.250.20110.77Eje 1: VP 1044.150.250.45110.47Eje 2: VP 1012.750.250.20110.14Eje 2: VP 10212.650.250.45111.42Eje 2: VP 1044.150.250.45110.47Eje 3: VP 1015.310.250.20110.27Eje 3: VP 1034.800.250.45110.54Eje 3: VP 1044.150.250.45110.47Eje 4,5,6: VP 1015.330.250.20130.80Eje 4,5,6: VP 10310.900.250.45133.68Eje 4,5,6: VP 1044.150.250.45131.40Eje 7: VP 1012.890.250.20110.14Eje 7: VP 10310.900.250.45111.23Eje 7: VP 1046.800.250.45110.77Eje 8: VP 1012.790.250.20110.14Eje 8-9: VP 1013.000.250.20110.15Eje 9. VP 1012.490.250.20110.12Eje 9. VA 1055.630.200.95111.07Eje 9. VP 1046.620.250.45110.74Eje A: VA 10124.690.250.20111.23Eje B: VA 1013.320.250.20110.17Eje B: VA 10219.730.250.45112.22Eje C: VA 1015.040.250.20110.25Eje D: VA 10113.190.250.20110.66Eje E: VA 1014.880.250.20110.24Eje F: VA 10110.160.250.20110.51Eje F: VA 10210.000.250.45111.13Eje G: VA 101 (Nivel inferior)12.900.250.20110.65Eje G: VP 101 (Nivel inferior)3.600.250.20110.18Eje G: VA 101 (Nivel superior)3.200.250.20110.16Eje G: VA 104 (Nivel superior)12.900.150.20110.39Eje H: VA 1011.930.250.20110.10Eje H: VA 10617.870.150.45111.21Eje H: VA 10216.370.250.45111.8425.73VIGAS DE BORDADuctos24.400.150.20110.730.73SEGUNDO PISOEje 1: VA 2047.750.150.20110.23Eje 1: VP 20115.800.250.20110.79Eje 1: VA 2085.050.250.17110.21Eje 2: VP 2012.750.250.20110.14Eje 2: VP 20212.650.250.45111.42Eje 2: VA 2085.050.250.17110.21Eje 3,4: VP 2015.310.250.20120.53Eje 3,4: VP 2034.800.250.45121.08Eje 3,4: VA 2085.050.250.17120.43Eje 5,6: VP 2015.330.250.20120.53Eje 5,6: VP 20310.900.250.45122.45Eje 5,6: VA 2085.050.250.17120.43Eje 7: VP 2012.890.250.20110.14Eje 7: VP 203 (Inferior)10.900.250.45111.23Eje 7: VP 203 (Superior)7.300.250.45110.82Eje 7: VP 2022.600.250.45110.29Eje 7: VA 2085.050.250.17110.21Eje 8: VP 2012.790.250.20110.14Eje 8-9: VP 2057.350.151.46111.61Eje 8-9: VP 2013.000.250.20110.15Eje 9. VP 2012.500.250.20110.13Eje 9. VP 20611.580.250.80112.32Eje 9. VP 2022.300.250.45110.26Eje 9. VP 2083.520.250.17110.15Eje A: VA 20124.690.250.20111.23Eje B: VA 2013.320.250.20110.17Eje B: VA 20219.730.250.45112.22Eje C: VA 2015.040.250.20110.25Eje D: VA 20110.440.250.20110.52Eje E: VA 2014.880.250.20110.24Eje F: VA 2016.590.250.20110.33Eje F: VA 20210.000.250.45111.13Eje F: VP 2043.520.250.45110.40Eje F: VA 2081.670.250.17110.07Eje G: VA 201 (Nivel inferior)12.900.250.20110.65Eje G: VA 208 (Nivel inferior)1.670.250.17110.07Eje G: VP 207' (Nivel superior)12.900.150.50110.97Eje G: VP 201 (Nivel superior)3.600.250.20110.18Eje G-H: VP 20829.470.150.17110.75Eje H: VP 20715.590.250.50111.9527.03VIGAS DE BORDADuctos6.190.150.17110.1649.88Bordes19.200.150.20110.5824.490.150.17110.620.62TERCER PISOEje 1: VA 30413.250.150.20110.40Eje 1: VP 30110.600.250.20110.53Eje 2: VP 3018.880.250.20110.44Eje 3,4,5,6: VP 3016.640.250.20141.33Eje 7: VP 301 (Inferior)6.570.250.20110.33Eje 7: VP 301 (Superior)3.680.250.20110.18Eje 7: VP 30310.900.250.45111.23Eje 8: VP 3012.790.250.20120.28Eje 8: VP 30310.400.250.45111.17Eje 8-9: VP 3013.000.250.20110.15Eje 8-9: VP 3037.800.250.45110.88Eje 9. VP 3013.640.250.20110.18Eje 9. VP 30611.580.250.80112.32Eje 9. VP 3022.300.250.45110.26Eje 9. VP 30919.970.150.60111.80Eje A: VA 30124.690.250.20111.23Eje B: VA 30123.050.250.20111.15Eje C: VP 3035.730.250.45110.64Eje D: VP 3034.670.250.45110.53Eje E: VA 3014.420.250.20110.22Eje E: VP 3034.130.250.45110.46Eje F: VA 30116.600.250.20110.83Eje F: VP 3043.570.250.45110.40Eje G: VA 30119.700.250.20110.99VIGAS DE BORDABordes10.100.150.20110.3041.4312.250.150.20120.7419.080.150.17110.490.49AZOTEAEje B: VP 4007.020.350.35110.86Eje F: VP 4006.590.350.35110.81Eje G: VP4003.600.350.35110.442.1156.71M305.06.02.- VIGAS: ENCOFRADO Y DESENCOFRADOPRIMER PISOVIGAS PRINCIPALESEje 1: VP 10115.400.250.20113.85Eje 1: VP 1044.150.250.45113.11Eje 2: VP 1012.750.250.20110.69Eje 2: VP 10212.650.250.45119.49Eje 2: VP 1044.150.250.45113.11Eje 3: VP 1015.310.250.20111.33Eje 3: VP 1034.800.250.45113.60Eje 3: VP 1044.150.250.45113.11Eje 4,5,6: VP 1015.330.250.20134.00Eje 4,5,6: VP 10310.900.250.451324.53Eje 4,5,6: VP 1044.150.250.45139.34Eje 7: VP 1012.890.250.20110.72Eje 7: VP 10310.900.250.45118.18Eje 7: VP 1046.800.250.45115.10Eje 8: VP 1012.790.250.20110.70Eje 8-9: VP 1013.000.250.20110.75Eje 9. VP 1012.490.250.20110.62Eje 9. VA 1055.630.200.95119.57Eje 9. VP 1046.620.250.45114.97Eje A: VA 10124.690.250.20116.17Eje B: VA 1013.320.250.20110.83Eje B: VA 10219.730.250.451114.80Eje C: VA 1015.040.250.20111.26Eje D: VA 10113.190.250.20113.30Eje E: VA 1014.880.250.20111.22Eje F: VA 10110.160.250.20112.54Eje F: VA 10210.000.250.45117.50Eje G: VA 101 (Nivel inferior)12.900.250.20113.23Eje G: VP 102 (Nivel inferior)3.600.250.45112.70Eje G: VA 101 (Nivel superior)3.200.250.20110.80Eje G: VA 104 (Nivel superior)12.900.150.20111.94Eje H: VA 1011.930.250.20110.48Eje H: VA 10617.870.150.451111.62Eje H: VA 10216.370.250.451112.28167.44VIGAS DE BORDADuctos24.400.200.20114.884.88SEGUNDO PISOEje 1: VA 2047.750.150.20111.16Eje 1: VP 20115.800.250.20113.95Eje 1: VA 2085.050.250.17110.96Eje 2: VP 2012.750.250.20110.69Eje 2: VP 20212.650.250.45119.49Eje 2: VA 2085.050.250.17110.96Eje 3,4: VP 2015.310.250.20122.66Eje 3,4: VP 2034.800.250.45127.20Eje 3,4: VA 2085.050.250.17121.92Eje 5,6: VP 2015.330.250.20122.67Eje 5,6: VP 20310.900.250.451216.35Eje 5,6: VA 2085.050.250.17121.92Eje 7: VP 2012.890.250.20110.72Eje 7: VP 203 (Inferior)10.900.250.45118.18Eje 7: VP 203 (Superior)7.300.250.45115.48Eje 7: VP 2022.600.250.45111.95Eje 7: VA 2085.050.250.17110.96Eje 8: VP 2012.790.250.20110.70Eje 8-9: VP 2057.350.151.461119.62Eje 8-9: VP 2013.000.250.20110.75Eje 9. VP 2012.500.250.20110.63Eje 9. VP 20611.580.250.801116.79Eje 9. VP 2022.300.250.45111.73Eje 9. VP 2083.520.250.17110.67Eje A: VA 20124.690.250.20116.17Eje B: VA 2013.320.250.20110.83Eje B: VA 20219.730.250.451114.80Eje C: VA 2015.040.250.20111.26Eje D: VA 20110.440.250.20112.61Eje E: VA 2014.880.250.20111.22Eje F: VA 2016.590.250.20111.65Eje F: VA 20210.000.250.45117.50Eje F: VA 2043.520.250.45112.64Eje F: VA 2081.670.250.17110.32Eje G: VA 201 (Nivel inferior)12.900.250.20113.23Eje G: VA 208 (Nivel inferior)1.670.250.17110.32Eje G: VP 207 (Nivel superior)12.900.150.50119.68Eje G: VP 201 (Nivel superior)3.600.250.20110.90Eje G-H: VP 20829.470.150.17112.65Eje H: VP 20715.590.250.501113.25177.14VIGAS DE BORDADuctos6.190.150.17110.56Bordes19.200.150.20112.8824.490.150.17112.202.20TERCER PISOEje 1: VA 30413.250.150.20111.99Eje 1: VP 30110.600.250.20112.65Eje 2: VP 3018.880.250.20112.22Eje 3,4,5,6: VP 3016.640.250.20146.64Eje 7: VP 301 (Inferior)6.570.250.20111.64Eje 7: VP 301 (Superior)3.680.250.20110.92Eje 7: VP 30310.900.250.45118.18Eje 8: VP 3012.790.250.20121.40Eje 8: VP 30310.400.250.45117.80Eje 8-9: VP 3013.000.250.20110.75Eje 8-9: VP 3037.800.250.45115.85Eje 9. VP 3013.640.250.20110.91Eje 9. VP 30611.580.250.801116.79Eje 9. VP 3022.300.250.45111.73Eje 9. VP 30913.970.150.601113.27Eje A: VA 30124.690.250.20116.17Eje B: VA 30123.050.250.20115.76Eje C: VP 3035.730.250.45114.30Eje D: VP 3034.670.250.45113.50Eje E: VA 3014.420.250.20111.11Eje E: VP 3034.130.250.45113.10Eje F: VA 30116.600.250.20114.15Eje F: VP 3043.570.250.45112.68Eje G: VA 30119.700.250.20114.93VIGAS DE BORDABordes10.100.150.20111.5212.250.150.20123.6819.080.150.17111.721.72AZOTEAEje B: VP 4007.020.350.35114.56Eje F: VP 4006.590.350.35114.288.8Eje G: VP 4003.600.350.35112.3411.189.9364.56M26.605.07.- LOSAS ALIGERADAS05.07.01.- LOSAS ALIGERADAS: CONCRETO F'c = 210 KG/CM2PRIMER PISOPaos: Aligerado de 20 cm.345.930.08751130.2730.270.087530.2684375SEGUNDO PISOPaos: Aligerado de 20 cm.306.370.08751126.8126.807375Paos: Aligerado de 17 cm.92.400.0800117.3934.20TERCER PISOPaos: Aligerado de 20 cm.146.280.08751112.8012.8012.799577.27M305.07.02.- LOSAS ALIGERADAS: LADRILLO HUECO .30 X .30 X .15 M7.392PRIMER PISOPaos: Aligerado de 20 cm.345.938.3312882.002882.00SEGUNDO PISO0.03Paos: Aligerado de 20 cm.306.378.3312552.002552.000.08TERCER PISOPaos: Aligerado de 20 cm.146.288.3322437.002437.00Ladrillo de 15 cm.787110% de desperdicios86588658UND05.07.03.- LOSAS ALIGERADAS: LADRILLO HUECO .30 X .30 X .12 MSEGUNDO PISOPaos: Aligerado de 17 cm.92.408.331770.00Ladrillo de 12 cm.77010% de desperdicios847847UND05.07.04.- LOSAS ALIGERADAS: ENCOFRADO Y DESENCOFRADOPRIMER PISOPaos: Aligerado de 20 cm.345.9311345.93345.93SEGUNDO PISOPaos: Aligerado de 20 cm.306.3711306.37Paos: Aligerado de 17 cm.92.401192.40398.77TERCER PISOPaos: Aligerado de 20 cm.146.2811146.28146.28890.98M205.08.- LOSAS LLENAS05.08.01.- LOSAS LLENAS: CONCRETO F'c = 210 KG/CM2TERCER PISOPaos: Losa llena de 12 cm.70.000.10117.007.00AZOTEATecho ductos: Losa de 10 cm.2.830.10110.280.287.28M305.08.02.- LOSAS LLENAS: ENCOFRADO Y DESENCOFRADOTERCER PISOPaos: Losa llena de 12 cm.70.001170.0070.00AZOTEATecho ductos: Losa de 10 cm.2.83112.832.8372.83M205.09.- TANQUE CISTERNA05.09.01.- TANQUE CISTERNA: CONCRETO F'c = 210 KG/CM2Losa de fondoCimiento4.200.400.20120.673.200.400.20120.51Losa4.203.200.20112.693.87Paredes4.200.201.95123.283.200.201.95122.505.78Losa de techo4.203.200.15112.02Menos tapa0.600.600.151-1-0.051.9711.62M305.09.02.- TANQUE CISTERNA: ENCOFRADO Y DESENCOFRADOParedes3.801.951214.823.201.951212.4827.30Losa de techo3.803.201112.16Menos tapa0.600.601-1-0.3611.8039.10M205.09.04.- TANQUE CISTERNA: TAPA SANITARIA METALICATapa111.001.001.00UND05.10.- TANQUE ELEVADO05.10.01.- TANQUE ELEVADO: CONCRETO F'c = 210 KG/CM2Losa de fondo4.102.400.15111.481.48Paredes4.100.151.50121.852.100.151.50120.952.80Losa de techo4.102.400.10110.98Menos tapa0.600.600.101-1-0.040.945.22M305.10.02.- TANQUE ELEVADO: ENCOFRADO Y DESENCOFRADOLosa de fondo4.101.03128.418.41Paredes4.101.501212.303.801.501211.402.401.50127.202.101.50126.3037.20Losa de techo4.102.40119.84Menos tapa0.600.601-1-0.369.4846.68M205.10.04.- TANQUE ELEVADO: TAPA SANITARIA METALICATapa111.001.001.00UND05.10.05.- TANQUE ELEVADO: ESCALERA GATOEscalines12112.0012.0012.27512.00UND05.11.- MOSTRADORES05.11.01.- MOSTRADORES: CONCRETO F'c = 175 KG/CM2PRIMER PISOPuestos2.050.46110.941.900.46176.122.450.46144.514.700.46124.322.150.46121.982.750.46122.5320.40TERCER PISOPuestos1.900.46154.371.730.46110.801.470.46121.356.5226.92M305.11.02.- MOSTRADORES: ENCOFRADO Y DESENCOFRADOPRIMER PISOPuestos2.053.24116.641.903.241743.092.453.241431.754.703.241230.462.153.241213.932.753.241217.82143.69TERCER PISOPuestos1.903.241530.781.733.24115.611.473.24129.5345.92143.69M205.12.- MESAS DE REPOSTERIA05.12.01.- MESAS DE REPOSTERIA: CONCRETO F'c = 175 KG/CM2PRIMER PISOPuestos2.650.600.10110.162.600.600.10181.252.500.600.10181.202.000.600.10140.48Menos lavaderos1.000.600.101-15-0.902.19TERCER PISOPuesto 57,58,59,60,613.050.600.10150.92Puesto 563.190.600.10110.19Puesto 553.710.600.10110.22Puesto 54,533.450.600.10120.41Puesto 523.190.600.10110.19Menos lavaderos1.000.600.101-10-0.601.333.52M305.12.02.- MESAS DE REPOSTERIA: ENCOFRADO Y DESENCOFRADOPRIMER PISOPuestos2.650.60111.592.600.601812.482.500.601812.002.000.60144.80Menos lavaderos1.000.601-15-9.0021.87TERCER PISOPuesto 57,58,59,60,613.050.60159.15Puesto 563.190.60111.91Puesto 553.710.60112.22Puesto 54,533.450.60124.14Puesto 523.190.60111.91Menos lavaderos1.000.601-10-6.0013.3335.20M205.13.- RAMPAS Y ESCALERAS05.13.01.- RAMPAS Y ESCALERAS: CONCRETO F'c = 210 KG/CM2Grada G-11.800.62111.12E-1: Primer tramo1.801.01111.82E-1: Segundo tramo1.801.28112.30E-1: Tercer tramo1.801.19112.14E-1: Cuarto tramo1.800.97111.75E-2: Primer tramo1.801.06111.91E-2: Segundo tramo1.800.94111.69E-2: Tercer tramo1.800.97111.75E-2: Cuarto tramo1.800.93111.67E-31.800.79111.42E-41.800.71111.28Rampa8.801.600.151114.087.981.600.151112.7745.7045.70M305.13.02.- RAMPAS Y ESCALERAS: ENCOFRADO Y DESENCOFRADOE-1: Primer tramo3.791.80116.82E-1: Segundo tramo6.911.801112.44E-1: Tercer tramo6.381.801111.48E-1: Cuarto tramo5.011.80119.02E-2: Primer tramo4.811.80118.66E-2: Segundo tramo4.721.80118.50E-2: Tercer tramo4.861.80118.75E-2: Cuarto tramo4.771.80118.59E-33.111.80115.60E-43.241.80115.83Rampa8.801.601114.0899.7799.77M205.14.- SARDINELES05.14.01.- SARDINELES: CONCRETO F'c = 175 KG/CM2Sardineles6.350.150.70110.670.670.67M305.14.02.- SARDINELES: ENCOFRADO Y DESENCOFRADOSardineles6.350.70128.898.898.89M306.00 ALBAILERIA06.01.- MURO DE LADRILLO KK DE CONCRETO (TIPO 14)-APAREJO DE SOGAPRIMER PISOSOBRECIMIENTOS SIMPLESSERVICIOS HIGIENICOS Y DIVISIONES:Longitudinales0.902.85112.570.302.85154.283.062.85118.722.492.85117.101.202.85113.4226.09Transversales3.952.851111.261.602.851522.800.802.85112.280.702.85112.000.702.85112.001.692.85114.8245.16PUESTOS DE CARNESMuros transversales2.751.101618.1518.15Muros longitudinales3.621.10113.982.491.10125.480.771.10110.8510.31MUROSEje 35.312.851115.13Eje 45.322.851115.16Eje 55.332.851115.19Eje 65.332.851115.19Eje 72.892.85118.24Eje C3.242.85119.23Eje D3.162.85119.01Eje E3.082.85118.78Eje F2.992.85118.52104.45SOBRECIMIENTOS ARMADOSMUROSEje 14.152.851111.83Eje 115.401.901129.26Eje 24.152.851111.83Eje 34.152.851111.83Eje 44.152.851111.83Eje 54.152.851111.83Eje 64.152.851111.83Eje 74.152.851111.832.652.85117.55Eje 82.792.85117.95Eje 94.412.851112.57Eje A5.422.851115.45Eje A19.511.901137.07Eje B2.002.85115.70Eje F3.532.851110.06Eje G12.902.851136.773.172.85119.03Eje H1.912.85115.44259.66SEGUNDO PISOEje 119.553.001158.65Eje 1-21.053.00113.15Eje 26.403.001119.20Eje 2-33.063.00119.18Eje 37.913.001123.73Eje 47.973.001123.91Eje 58.483.001125.44Eje 68.633.001125.89Eje 74.493.001113.47Eje 82.793.00118.37Eje 98.093.001124.27Eje A24.683.001174.04Eje B5.953.001117.85Eje B-C2.493.00117.47Eje C-D3.383.001110.14Eje E3.073.00119.21Eje F6.333.001118.99Eje G14.143.001142.42Eje G-H3.203.00119.60Eje H3.353.001110.05Puestos de frutas11.051.251113.81Ductos5.573.001116.71465.55TERCER PISOEje 116.403.001149.20Eje 1-211.683.001135.04Eje 24.483.001113.44Eje 2-310.713.001132.13Eje 36.343.001119.02Eje 45.873.001117.61Eje 55.883.001117.64Eje 65.883.001117.64Eje 76.573.001119.71Eje 82.793.00118.37Eje 96.173.001118.51Eje A24.683.001174.04Eje B4.363.001113.08Eje E3.073.00119.21Eje F1.373.00114.11Eje G12.733.001138.19Eje G-H6.693.001120.07Jardinera0.451.00120.90Ductos9.043.001127.12435.03AZOTEAEje 116.400.50118.20Eje 1-214.451.381119.87Eje 2-38.751.381112.03Eje 715.180.30114.55Eje 83.190.30110.96Eje 919.670.30115.90Eje A27.203.001181.60Eje B13.250.75119.942.020.30110.61Eje E4.431.40116.20Eje F17.680.751113.26Eje G19.911.761135.043.350.30111.01Ductos6.320.75114.74203.911568.31M206.02.- MURO DE LADRILLO KK DE ARCILLA-APAREJO DE CANTOTERCER PISOJardinera6.050.50113.033.033.03M207.00 COBERTURAS07.01.- COBERTURA TIPO 107.01.01.- COBERTURA CON TEJA ANDINA SOBRE LOSA ALIGERADATecho inclinado aligerado114.7611114.76114.76114.76M207.02.- COBERTURA TIPO 207.02.01.- ESTRUCTURA DE MADERA TORNILLOTecho inclinado54.881154.8854.8854.88M207.02.02.- COBERTURA CON TEJA ANDINA SOBRE ESTRUCTRURA DE MADERATecho inclinado54.881154.8854.8854.88M207.03.- COBERTURA TIPO 307.03.01.- TIJERAL METALICO TIPO 2Techo sobre puerta principal199.009.009.00UND07.04.02.- CORREA METALICA TIPO 2Techo sobre puerta principal166.006.006.00UND07.03.02.- COBERTURA CON POLICARBONATO SOBRE ESTRUCTURA METALICA RECTATecho sobre puerta principal23.461123.4623.4623.46M207.04.- COBERTURA TIPO 407.04.01.- TIJERAL METALICO TIPO 1Techo inferior14.355171.75Techo superior14.353143.05114.80114.80M07.04.02.- CORREA METALICA TIPO 1Techo inferior7.51115112.58Techo superior15.73115235.95348.53348.53M07.04.03.- ARRIOSTRE LATERALTecho superior14.351228.7028.7028.70M07.04.02.- COBERTURA CON POLICARBONATO SOBRE ESTRUCTURA METALICA EN ARCOTecho inferior14.357.5111107.70techo superior14.3515.7311225.73333.43333.43M208.00 TARRAJEOS, ENLUCIDOS Y MOLDURAS08.01.- TARRAJEO FROTACHADO EN INTERIORESPRIMER PISOSOBRECIMIENTOS SIMPLESSERVICIOS HIGIENICOS Y DIVISIONES:Longitudinales0.903.00215.400.303.00259.003.063.002118.362.493.002114.941.203.00217.2054.90Transversales3.953.002123.701.603.002548.000.803.00214.800.703.00214.200.703.00214.201.693.002110.1495.04PUESTOS DE CARNESMuros transversales2.751.252641.2541.25Muros longitudinales3.621.25219.052.491.252212.450.771.25211.9323.43MUROSEje 35.313.002131.86Eje 45.323.002131.92Eje 55.333.002131.98Eje 65.333.002131.98Eje 72.893.002117.34Eje C3.243.002119.44Eje D3.163.002118.96Eje E3.083.002118.48Eje F2.993.002117.94219.90SOBRECIMIENTOS ARMADOSMUROSEje 14.153.001112.45Eje 115.403.001146.20Eje 24.153.002124.90Eje 34.153.002124.90Eje 44.153.002124.90Eje 54.153.002124.90Eje 64.153.002124.90Eje 74.153.002124.902.653.002115.90Eje 82.793.002116.74Eje 94.413.001113.23exterioresEje A5.423.001116.26Eje A19.513.001158.53Eje B2.003.002112.00Eje F3.533.002121.18Eje G12.903.002177.403.173.002119.02Eje H1.913.00115.73464.04SEGUNDO PISOEje 119.553.001158.65Eje 1-21.053.00216.30Eje 26.403.002138.40Eje 2-33.063.002118.36Eje 37.913.002147.46Eje 47.973.002147.82Eje 58.483.002150.88Eje 68.633.002151.78Eje 74.493.002126.94Eje 82.793.002116.74Eje 98.093.001124.27Eje A24.683.001174.04Eje B5.953.002135.70Eje B-C2.493.002114.94Eje C-D3.383.002120.28Eje E3.073.002118.42Eje F6.333.002137.98Eje G14.143.002184.84Eje G-H3.203.002119.20Eje H3.353.001110.05Puestos de frutas11.051.252127.63Ductos5.573.001116.71747.39TERCER PISOEje 116.403.001149.20Eje 1-211.683.002170.08Eje 24.483.002126.88Eje 2-310.713.002164.26Eje 36.343.002138.04Eje 45.873.002135.22Eje 55.883.002135.28Eje 65.883.002135.28Eje 76.573.002139.42Eje 82.793.002116.74Eje 96.173.001118.51Eje A24.683.001174.04Eje B4.363.002126.16Eje E3.073.002118.42Eje F1.373.00218.22Eje G12.733.001138.19Eje G-H6.693.002140.14Jardinera0.451.00221.80Ductos9.043.001127.12663.00AZOTEAEje 116.400.50118.20Eje 1-214.451.381119.87Eje 2-38.751.381112.03Eje 715.180.30114.55Eje 83.190.30110.96Eje 919.670.30115.90Eje A27.203.001181.60Eje B13.250.75119.942.020.30110.61Eje E4.431.402112.40Eje F17.680.751113.26Eje G19.911.761135.043.350.30111.01Ductos6.320.75114.74Cuarto de mquinas3.201.47114.703.202.85119.124.17114.178.02118.02236.12PUESTOS DE CARNE, POLLO, PESCADO Y COCINAPRIMER PISOTienda 22, 233.451.25114.313.100.35212.17Tienda 24, 252.551.25216.385.700.35213.99Tienda 26, 273.201.25218.005.700.35213.99Tienda 28, 293.451.25114.313.100.35212.17Sobremuros26.650.15114.00Mostradores: tienda 101.903.20116.08Mostradores: tienda 111.903.20116.08Mostradores: tienda 121.903.20116.08Mostradores: tienda 132.503.20118.00Mostradores: tienda 181.903.20116.08Mostradores: tienda 191.903.20116.08Mostradores: tienda 201.903.20116.08Mostradores: tienda 211.903.20116.08Mostradores: tienda 225.253.201116.80Mostradores: tienda 235.253.201116.80Mostradores: tienda 242.153.20116.88Mostradores: tienda 252.153.20116.88Mostradores: tienda 267.253.201123.20Mostradores: tienda 277.253.201123.20Mostradores: tienda 281.903.20116.08189.72TERCER PISOTienda 524.151.25115.195.280.35111.85Tienda 533.951.25114.946.050.35112.12Tienda 543.951.25114.946.620.35112.32Tienda 555.461.25116.835.690.35111.99Tienda 568.941.251111.184.390.35111.54Tienda 574.191.25115.245.660.35111.98Tienda 584.191.25115.245.180.35111.81Tienda 594.181.25115.235.180.35111.81Tienda 604.181.25115.235.170.35111.81Tienda 614.171.25115.215.160.35111.8178.272813.06M208.02.- TARRAJEO FROTACHADO EN EXTERIORESPRIMER PISOEje 94.323.001112.96Eje H1.863.00115.5818.54SEGUNDO PISOEje 98.493.001125.47Eje H3.353.001110.0535.52TERCER PISOEje 97.853.001123.55Eje G29.153.001187.45111.00AZOTEAEje 2-38.751.581113.78Eje 715.180.50117.59Eje 83.190.50111.60Eje 919.670.50119.84Eje B13.250.951112.59Eje F17.680.951116.80Eje G19.911.961139.02101.22Tanque elevadoParedes4.101.751214.353.801.751213.302.401.75128.402.101.75127.3543.40309.68M208.03.- TARRAJEO FROTACHADO DE COLUMNAS - SUPERFICIEPRIMER PISOC10.303.00110.900.453.00111.350.403.00156.000.703.00124.200.653.00111.951.053.0011753.550.903.001616.200.503.00169.000.753.00112.250.603.00147.20C20.943.001411.31C31.803.001210.80C31.653.00114.95C31.553.00114.65C40.503.00111.50C50.953.00112.85138.66SEGUNDO PISOC10.303.00110.900.403.00144.800.553.00123.300.703.00148.400.653.00123.901.053.001928.350.903.00125.401.203.001621.600.503.00169.000.753.00124.500.853.00137.650.953.00138.55C20.943.00138.48C31.803.00115.401.653.00114.951.553.00129.30C40.503.00146.00C50.953.00112.85143.33TERCER PISOC10.453.00112.700.403.00112.400.553.00113.300.303.00111.800.653.00127.800.903.001421.601.053.001531.500.753.001522.500.503.001618.000.853.001210.200.703.00114.201.203.00117.20C20.943.00115.65C31.803.001110.801.653.00119.901.553.001218.60C40.803.00114.800.503.00123.00185.95AZOTEAC10.550.50110.550.600.50110.601.200.50122.401.202.001838.40C31.952.001215.60C40.800.50110.80C1 (Tanque elevado)1.202.861213.7372.08540.02M208.04.- TARRAJEO FROTACHADO DE VIGAS - SUPERFICIEPRIMER PISOVIGAS PRINCIPALESEje 1: VP 10115.400.250.20113.85Eje 1: VP 1044.150.250.45113.11Eje 2: VP 1012.750.250.20110.69Eje 2: VP 10212.650.250.45119.49Eje 2: VP 1044.150.250.45113.11Eje 3: VP 1015.310.250.20111.33Eje 3: VP 1034.800.250.45113.60Eje 3: VP 1044.150.250.45113.11Eje 4,5,6: VP 1015.330.250.20134.00Eje 4,5,6: VP 10310.900.250.451324.53Eje 4,5,6: VP 1044.150.250.45139.34Eje 7: VP 1012.890.250.20110.72Eje 7: VP 10310.900.250.45118.18Eje 7: VP 1046.800.250.45115.10Eje 8: VP 1012.790.250.20110.70Eje 8-9: VP 1013.000.250.20110.75Eje 9. VP 1012.490.250.20110.62Eje 9. VA 1055.630.200.95119.57Eje 9. VP 1046.620.250.45114.97Eje A: VA 10124.690.250.20116.17Eje B: VA 1013.320.250.20110.83Eje B: VA 10219.730.250.451114.80Eje C: VA 1015.040.250.20111.26Eje D: VA 10113.190.250.20113.30Eje E: VA 1014.880.250.20111.22Eje F: VA 10110.160.250.20112.54Eje F: VA 10210.000.250.45117.50Eje G: VA 101 (Nivel inferior)12.900.250.20113.23Eje G: VP 102 (Nivel inferior)3.600.250.45112.70Eje G: VA 101 (Nivel superior)3.200.250.20110.80Eje G: VA 104 (Nivel superior)12.900.150.20111.94Eje H: VA 1011.930.250.20110.48Eje H: VA 10617.870.150.451111.62Eje H: VA 10216.370.250.451112.28167.44VIGAS DE BORDADuctos24.400.200.20114.884.88SEGUNDO PISOEje 1: VA 2047.750.150.20111.16Eje 1: VP 20115.800.250.20113.95Eje 1: VA 2085.050.250.17110.96Eje 2: VP 2012.750.250.20110.69Eje 2: VP 20212.650.250.45119.49Eje 2: VA 2085.050.250.17110.96Eje 3,4: VP 2015.310.250.20122.66Eje 3,4: VP 2034.800.250.45127.20Eje 3,4: VA 2085.050.250.17121.92Eje 5,6: VP 2015.330.250.20122.67Eje 5,6: VP 20310.900.250.451216.35Eje 5,6: VA 2085.050.250.17121.92Eje 7: VP 2012.890.250.20110.72Eje 7: VP 203 (Inferior)10.900.250.45118.18Eje 7: VP 203 (Superior)7.300.250.45115.48Eje 7: VP 2022.600.250.45111.95Eje 7: VA 2085.050.250.17110.96Eje 8: VP 2012.790.250.20110.70Eje 8-9: VP 2057.350.151.461119.62Eje 8-9: VP 2013.000.250.20110.75Eje 9. VP 2012.500.250.20110.63Eje 9. VP 20611.580.250.801116.79Eje 9. VP 2022.300.250.45111.73Eje 9. VP 2083.520.250.17110.67Eje A: VA 20124.690.250.20116.17Eje B: VA 2013.320.250.20110.83Eje B: VA 20219.730.250.451114.80Eje C: VA 2015.040.250.20111.26Eje D: VA 20110.440.250.20112.61Eje E: VA 2014.880.250.20111.22Eje F: VA 2016.590.250.20111.65Eje F: VA 20210.000.250.45117.50Eje F: VA 2043.520.250.45112.64Eje F: VA 2081.670.250.17110.32Eje G: VA 201 (Nivel inferior)12.900.250.20113.23Eje G: VA 208 (Nivel inferior)1.670.250.17110.32Eje G: VP 207 (Nivel superior)3.200.150.50112.40Eje G: VA 201 (Nivel superior)3.200.250.20110.80Eje G-H: VP 20829.470.150.17112.65Eje H: VP 20715.590.250.501113.25169.76VIGAS DE BORDADuctos6.190.150.17110.56Bordes19.200.150.20112.8824.490.150.17112.202.20TERCER PISOEje 1: VA 30413.250.150.20111.99Eje 1: VP 30110.600.250.20112.65Eje 2: VP 3018.880.250.20112.22Eje 3,4,5,6: VP 3016.640.250.20146.64Eje 7: VP 301 (Inferior)6.570.250.20111.64Eje 7: VP 301 (Superior)3.680.250.20110.92Eje 7: VP 30310.900.250.45118.18Eje 8: VP 3012.790.250.20121.40Eje 8: VP 30310.400.250.45117.80Eje 8-9: VP 3013.000.250.20110.75Eje 8-9: VP 3037.800.250.45115.85Eje 9. VP 3013.640.250.20110.91Eje 9. VP 30611.580.250.801116.79Eje 9. VP 3022.300.250.45111.73Eje A: VA 30124.690.250.20116.17Eje B: VA 30123.050.250.20115.76Eje C: VP 3035.730.250.45114.30Eje D: VP 3034.670.250.45113.50Eje E: VA 3014.420.250.20111.11Eje E: VP 3034.130.250.45113.10Eje F: VA 30116.600.250.20114.15Eje F: VP 3043.570.250.45112.68Eje G: VA 30119.700.250.20114.93VIGAS DE BORDABordes10.100.150.20111.5212.250.150.20123.6819.080.150.17111.721.72AZOTEAEje B: VP 4007.020.350.35114.56Eje F: VP 4006.590.350.35114.28Eje G: VP 4003.600.350.35112.3411.18357.18M208.05.- TARRAJEO DE PLACASPRIMER PISOPlaca 10.950.204.801111.04Placa 21.450.205.421117.8928.93SEGUNDO PISOPlaca 21.450.203.201110.56Placa 30.600.202.84114.5415.10TERCER PISOPlaca 21.450.201.26114.164.1648.19M208.06.- TARRAJEO CON IMPERMEABILIZANTETANQUE CISTERNAParedes3.801.951214.823.201.951212.48Losa de fondo3.803.201112.1639.46TANQUE ELEVADOParedes3.801.501211.402.101.95128.19Losa de fondo3.802.10117.9827.5767.03M208.07.- VESTIDURA DE DERRAMESPRIMER PISOP10.702.201945.90P20.902.20115.30P31.102.20115.50V11.800.60114.80V20.650.60137.50V30.900.501616.8085.80SEGUNDO PISOP10.702.20115.10P20.902.201315.90PV11.002.20115.40V44.000.50119.00V51.200.50113.40V63.150.50117.30V72.00114.00V81.800.50114.6054.70TERCER PISOP20.902.201315.90PV21.502.40116.30PV31.202.40116.00V92.20114.40V109.001.751121.50V111.75113.50V121.800.45114.50V131.800.45114.50V141.800.50114.6071.20211.70ML08.08.- VESTIDURA EN FONDO DE ESCALERASE-1: Primer tramo3.791.80116.82E-1: Segundo tramo6.911.801112.44E-1: Tercer tramo6.381.801111.48E-1: Cuarto tramo5.011.80119.02E-2: Primer tramo4.811.80118.66E-2: Segundo tramo4.721.80118.50E-2: Tercer tramo4.861.80118.75E-2: Cuarto tramo4.771.80118.59E-33.111.80115.60E-43.241.80115.83Rampa8.801.601114.0899.7799.77M209.00 CIELORRASOS09.01.- CIELO RASO CON MEZCLALOSAS ALIGERADASPRIMER PISOPaos: Aligerado de 20 cm.345.9311345.93SEGUNDO PISOPaos: Aligerado de 20 cm.306.3711306.37Paos: Aligerado de 17 cm.92.401192.40TERCER PISOPaos: Aligerado de 20 cm.146.2811146.28146.28LOSAS LLENASTERCER PISOPaos: Aligerado de 20 cm.70.001170.00AZOTEATecho ductos: Losa de 10 cm.2.83112.8372.83219.11M210.00 PISOS Y PAVIMENTOS10.01.- CONTRAPISO DE 48 MMPRIMER PISOTienda 0111.921111.92Bao tienda 011.45111.45Tienda 0210.041110.04Bao tienda 021.44111.44Tienda 0310.041110.04Bao tienda 031.44111.44Tienda 0410.041110.04Bao tienda 041.44111.44Tienda 0510.041110.04Bao tienda 051.44111.44Tienda 0610.041110.04Bao tienda 061.97111.97Tienda 079.70119.70Bao tienda 071.48111.48Depsito16.561116.56Tienda 086.98116.98Tienda 097.07117.07Tienda 106.81116.81Tienda 116.79116.79Tienda 126.78116.78Tienda 136.91116.91Frigorifico13.251113.25Control de calidad8.28118.28Bao1.91111.91Tienda 149.70119.70Tienda 158.85118.85Tienda 169.25119.25Tienda 179.60119.60Tienda 186.22116.22Tienda 196.22116.22Tienda 206.22116.22Tienda 217.76117.76Bao3.25113.25Puestos 22,23,24,25,26,27,2843.541143.54Circulacin patio127.5911127.59402.02SEGUNDO PISOAdministracin16.441116.44Tienda 308.67118.67Tienda 318.61118.61Tienda 328.60118.60Tienda 338.58118.58Tienda 348.57118.57Tienda 358.77118.77SH Varones14.231114.23SH Damas15.891115.89Tienda 3611.301111.30Tienda 379.25119.25Tienda 389.60119.60Tienda 397.49117.49Tienda 407.07117.07Tienda 417.29117.29Tienda 427.08117.08Tienda 437.42117.42Tienda 447.49117.49Depsito10.011110.01Tienda 458.56118.56Tienda 468.59118.59Tienda 478.69118.69Tienda 488.06118.06Tienda 498.06118.06Tienda 508.06118.06Tienda 518.06118.06Hall Administracin7.61117.61Corredor38.651138.65Circulacin patio126.6111126.61413.31TERCER PISOTienda 526.05116.05Tienda 535.97115.97Tienda 545.90115.90Tienda 5512.191112.19Patio de comidas 160.051160.05Tienda 5616.661116.66Tienda 575.80115.80Tienda 585.90115.90Tienda 595.89115.89Tienda 605.88115.88Tienda 615.87115.87Depsito5.82115.82SUM53.321153.32SH17.671117.67Patio de comidas 2122.2311122.23335.20AZOTEAIzquierda64.801164.80Derecha67.521167.52Frontal97.211197.21229.531380.06M210.02.- PISO DE CERAMICO DE 40x40Idem a contrapisos1380.06M210.02.- REVESTIMIENTO DE ESCALERAS Y RAMPASGrada G-1: Pasos1.800.30184.32Contrapasos1.800.18192.92E-1: Primer tramo-Pasos1.800.30184.32Contrapasos1.800.18192.92E-1: Segundo tramo-Pasos1.800.30184.32Contrapasos1.800.18192.92E-1: Tercer tramo-Pasos1.800.30184.32Contrapasos1.800.18192.92E-1: Cuarto tramo-Pasos1.800.30163.24Contrapasos1.800.18172.27E-2: Primer tramo-Pasos1.800.30194.86Contrapasos1.800.18192.92E-2: Segundo tramo-Pasos1.800.30184.32Contrapasos1.800.18192.92E-2: Tercer tramo-Pasos1.800.30184.32Contrapasos1.800.18192.92E-2: Cuarto tramo-Pasos1.800.30184.32Contrapasos1.800.18192.92E-3: Pasos1.800.30173.781.801.30112.34Contrapasos1.800.18192.92E-4: Pasos1.800.30163.24Contrapasos1.800.18172.27Rampa8.801.601114.087.981.601112.77105.37105.37M210.04.- AFIRMADO COMPACTADO PARA VEREDAS, E=0.10 m.Veredas93.861193.86Jardineras1.441-1-1.4492.4292.42M210.05.- VEREDAS DE CONCRETO F'C=140 KG/CM2, ACABADO FROTACHADOVeredas93.861193.86Jardineras1.441-1-1.4492.4292.42M211.00 CONTRAZOCALOS11.01.- CONTRAZOCALO DE CERAMICOPRIMER PISOTienda 0111.891111.89Escalera4.06114.06Tienda 0210.961110.96Tienda 0310.961110.96Tienda 0410.961110.96Tienda 0510.961110.96Tienda 069.61119.61Tienda 0710.841110.84Escalera6.00116.00Depsito15.131115.13Control de calidad8.21118.21Tienda 1410.061110.06Tienda 159.49119.49Tienda 169.72119.72Tienda 179.95119.95Circulacin patio14.121114.12162.92SEGUNDO PISOAdministracin14.271114.27Tienda 309.96119.96Tienda 319.37119.37Tienda 329.36119.36Tienda 339.34119.34Tienda 349.33119.33Tienda 359.27119.27Tienda 3611.421111.42Tienda 379.72119.72Tienda 389.95119.95Tienda 398.44118.44Tienda 408.07118.07Tienda 418.07118.07Tienda 428.07118.07Tienda 439.89119.89Tienda 449.39119.39Depsito12.351112.35Tienda 4510.271110.27Tienda 469.58119.58Tienda 479.43119.43Hall Administracin1.88111.88Corredor28.241128.24Circulacin patio12.881112.88238.55TERCER PISOSUM33.451133.45Depsito9.32119.32Patio de comidas30.231130.2373.00474.47ML12.00 ZOCALOS12.01.- ZOCALO DE CERAMICO PEPELMA 30 X 30PRIMER PISOTienda 086.051.25117.56Tienda 095.571.25116.96Tienda 105.471.25116.84Tienda 115.451.25116.81Tienda 125.441.25116.80Tienda 135.321.25116.65Frigorifico15.603.001146.80SH6.392.001112.78Tienda 185.001.25116.25Tienda 195.001.25116.25Tienda 205.001.25116.25Tienda 218.801.251111.00SEGUNDO PISOSH Varones15.552.001131.10SH Damas16.442.001132.88Depsito limpieza6.101.25117.6371.6171.61M212.01.- REVESTIMIENTOS C/CERAMICO MONOCOLOR 20 X 20 BLANCOPRIMER PISOTienda 22, 233.451.25114.313.100.35212.17Tienda 24, 252.551.25216.385.700.35213.99Tienda 26, 273.201.25218.005.700.35213.99Tienda 28, 293.451.25114.313.100.35212.17Sobremuros26.650.15114.00Mostradores: tienda 101.903.20116.08Mostradores: tienda 111.903.20116.08Mostradores: tienda 121.903.20116.08Mostradores: tienda 132.503.20118.00Mostradores: tienda 181.903.20116.08Mostradores: tienda 191.903.20116.08Mostradores: tienda 201.903.20116.08Mostradores: tienda 211.903.20116.08Mostradores: tienda 225.253.201116.80Mostradores: tienda 235.253.201116.80Mostradores: tienda 242.153.20116.88Mostradores: tienda 252.153.20116.88Mostradores: tienda 267.253.201123.20Mostradores: tienda 277.253.201123.20Mostradores: tienda 281.903.20116.08189.72TERCER PISOTienda 524.151.25115.195.280.35111.85Tienda 533.951.25114.946.050.35112.12Tienda 543.951.25114.946.620.35112.32Tienda 555.461.25116.835.690.35111.99Tienda 568.941.251111.184.390.35111.54Tienda 574.191.25115.245.660.35111.98Tienda 584.191.25115.245.180.35111.81Tienda 594.181.25115.235.180.35111.81Tienda 604.181.25115.235.170.35111.81Tienda 614.171.25115.215.160.35111.8178.27267.99M213.00 CARPINTERIA DE MADERA13.01.- PUERTA DE MADERA, TABLEROS REBAJADOS DE 4.5 mm, DE CEDROPRIMER PISOP20.902.20111.98P31.102.20112.424.40SEGUNDO PISOP20.902.20135.94PV11.002.20112.208.14TERCER PISOP20.902.20135.94PV21.502.40113.60PV31.202.40112.8812.4224.96M213.02.- PUERTA CONTRAPLACADA DE 35 MM. CON TRIPLAY 4 MM Y MARCOS DE CEDROPRIMER PISOP10.702.201913.8613.86SEGUNDO PISOP10.702.20111.541.5415.40M213.03.- DIVISIONES DE SERVICIOS HIGIENICOS EN MELAMINESEGUNDO PISOSH Varones6.141.801111.05SH Damas6.431.801111.5722.62TERCER PISOSH Varones2.881.80115.18SH Damas2.921.80115.2610.4433.06M214.00 CARPINTERIA METALICA14.01.- PUERTA CORREDIZA CON ENTRAMADO METALICOPRIMER PISOPC15.002.801114.0014.0014.00M214.02.- PUERTA ENRROLLABLE METALICAPRIMER PISOPM13.602.75119.90PM22.502.751855.00PM32.302.75116.33PM41.802.75114.95PM52.002.75115.50PM62.152.75115.91PM72.602.751428.60116.19SEGUNDO PISOPM22.502.751641.25PM52.002.75115.50PM72.602.751321.45PM82.052.75115.64PM92.652.75117.29PM102.852.401427.36PM112.002.40129.60118.09234.28M214.03.- VENTANA DE ALUMINIOPRIMER PISOV11.800.60111.08V20.650.60131.17V30.900.50162.704.95SEGUNDO PISOV44.000.50112.00V51.200.50110.60V63.150.50111.58V71.802.00113.60V81.800.50110.908.68TERCER PISOV91.802.20113.96V109.001.751115.75V111.801.75113.15V121.800.45132.43V131.800.45110.81V141.800.50110.9027.0040.63M214.04.- MAMPARA CON ENTRAMADO METALICOPRIMER PISOM15.005.201126.0026.00SEGUNDO PISOM15.951.65119.829.8235.82M214.05.- BARANDA METALICAGrada G-12.40124.80E-1: Primer tramo2.40124.80E-1: Segundo tramo5.40115.40E-1: Tercer tramo7.34117.34E-1: Cuarto tramo6.20116.20E-2: Primer tramo2.40124.80E-2: Segundo tramo2.40124.80E-2: Tercer tramo2.40124.80E-2: Cuarto tramo2.40124.80E-31.80123.60E-41.80123.60Rampa: tramo 17.00117.00Rampa: tramo 216.801116.80Patio segundo piso10.651221.307.701215.40Patio tercer piso9.98119.986.35116.357.281214.561.85111.85Corredor2.501410.003.60113.602.77112.77164.55164.55M15.00 CERRAJERIA15.01.- BISAGRAS PARA PUERTAS VAIVENPV1313.00PV2313.00PV3313.009.009.00UND15.02.- BISAGRAS DE FIERRO DE 6"P2313.00P3313.00P2339.00P2339.0024.0024.00UND15.03.- BISAGRAS DE FIERRO DE 4"P131030.0030.0030.00UND15.04.- CERRADURA PARA PUERTA PRINCIPALPC1111.001.001.00UND15.05.- CERRADURA PARA PUERTAS ENRROLLABLESPM1111.00PM2188.00PM3111.00PM4111.00PM5111.00PM6111.00PM7144.00PM2166.00PM5111.00PM7133.00PM8111.00PM9111.00PM10144.00PM11122.0035.0035.00UND15.06.- CERRADURA PARA PUERTAS DE TABLEROP2111.00P3111.00P2133.00PV1111.00P2133.00PV2111.00PV3111.0011.0011.00UND15.07.- CERRADURA PARA PUERTAS CONTRAPLACADASP111010.0010.0010.00UND15.08.- PICAPORTES DE SOBREPONER DE 9"PV1111.00PV2111.00PV3111.003.003.00UND15.09.- CERROJOS PARA PUERTAS INTERIORES DE BAOSPuertas de batera de baos10110.0010.0010.00UND14.06.- JALADOR PARA PUERTAS INTERIORES DE BAOSPuertas de batera de baos10110.0010.0010.00UND16.00 VIDRIOS, CRISTALES Y SIMILARES16.01.- VIDRIOS DOBLES INCOLOROS CRUDOSPRIMER PISOV11.800.60111.08V20.650.60131.17V30.900.50162.704.95SEGUNDO PISOV44.000.50112.00V51.200.50110.60V63.150.50111.58V71.802.00113.60V81.800.50110.908.68TERCER PISOV91.802.20113.96V109.001.751115.75V111.801.75113.15V121.800.45132.43V131.800.45110.81V141.800.50110.9027.0040.63M2437.18P216.02.- VIDRIOS INCOLOROS TEMPlADOS DE 6 MM.PRIMER PISOM15.005.201126.0026.00SEGUNDO PISOM15.951.65119.829.8210.763910416735.82M23.280839895385.42P216.03.- ESPEJOSBatera baos piso 22.600.90112.342.500.90112.25Batera baos piso 31.600.90122.882.882.88M217.00 PINTURA17.01.- PINTURA LATEX EN CIELO RASOLOSAS ALIGERADASPRIMER PISOPaos: Aligerado de 20 cm.345.9311345.93SEGUNDO PISOPaos: Aligerado de 20 cm.306.3711306.37Paos: Aligerado de 17 cm.92.401192.40TERCER PISOPaos: Aligerado de 20 cm.146.2811146.28146.28LOSAS LLENASTERCER PISOPaos: Aligerado de 20 cm.70.001170.00AZOTEATecho ductos: Losa de 10 cm.2.83112.8372.83219.11M217.02.- PINTURA LATEX EN MUROS INTERIORESPRIMER PISOSOBRECIMIENTOS SIMPLESSERVICIOS HIGIENICOS Y DIVISIONES:Longitudinales0.903.00215.400.303.00259.003.063.002118.362.493.002114.941.203.00217.2054.90Transversales3.953.002123.701.603.002548.000.803.00214.800.703.00214.200.703.00214.201.693.002110.1495.04PUESTOS DE CARNESMuros transversales2.751.252641.2541.25Muros longitudinales3.621.25219.052.491.252212.450.771.25211.9323.43MUROSEje 35.313.002131.86Eje 45.323.002131.92Eje 55.333.002131.98Eje 65.333.002131.98Eje 72.893.002117.34Eje C3.243.002119.44Eje D3.163.002118.96Eje E3.083.002118.48Eje F2.993.002117.94219.90SOBRECIMIENTOS ARMADOSMUROSEje 14.153.001112.45Eje 115.403.001146.20Eje 24.153.002124.90Eje 34.153.002124.90Eje 44.153.002124.90Eje 54.153.002124.90Eje 64.153.002124.90Eje 74.153.002124.902.653.002115.90Eje 82.793.002116.74Eje 94.413.001113.23Eje A5.423.001116.26Eje A19.513.001158.53Eje B2.003.002112.00Eje F3.533.002121.18Eje G12.903.002177.403.173.002119.02Eje H1.913.00115.73464.04SEGUNDO PISOEje 119.553.001158.65Eje 1-21.053.00216.30Eje 26.403.002138.40Eje 2-33.063.002118.36Eje 37.913.002147.46Eje 47.973.002147.82Eje 58.483.002150.88Eje 68.633.002151.78Eje 74.493.002126.94Eje 82.793.002116.74Eje 98.093.001124.27Eje A24.683.001174.04Eje B5.953.002135.70Eje B-C2.493.002114.94Eje C-D3.383.002120.28Eje E3.073.002118.42Eje F6.333.002137.98Eje G14.143.002184.84Eje G-H3.203.002119.20Eje H3.353.001110.05Puestos de frutas11.051.252127.63Ductos5.573.001116.71747.39TERCER PISOEje 116.403.001149.20Eje 1-211.683.002170.08Eje 24.483.002126.88Eje 2-310.713.002164.26Eje 36.343.002138.04Eje 45.873.002135.22Eje 55.883.002135.28Eje 65.883.002135.28Eje 76.573.002139.42Eje 82.793.002116.74Eje 96.173.001118.51Eje A24.683.001174.04Eje B4.363.002126.16Eje E3.073.002118.42Eje F1.373.00218.22Eje G12.733.001138.19Eje G-H6.693.002140.14Jardinera0.451.00221.80Ductos9.043.001127.12663.00AZOTEAEje 116.400.50118.20Eje 1-214.451.381119.87Eje 2-38.751.381112.03Eje 715.180.30114.55Eje 83.190.30110.96Eje 919.670.30115.90Eje A27.203.001181.60Eje B13.250.75119.942.020.30110.61Eje E4.431.402112.40Eje F17.680.751113.26Eje G19.911.761135.043.350.30111.01Ductos6.320.75114.74Cuarto de mquinas3.201.47114.703.202.85119.124.17114.178.02118.02236.122545.07M217.03.- PINTURA LATEX EN MUROS EXTERIORESPRIMER PISOEje 94.323.001112.96Eje H1.863.00115.5818.54SEGUNDO PISOEje 98.493.001125.47Eje H3.353.001110.0535.52TERCER PISOEje 97.853.001123.55Eje G29.153.001187.45111.00AZOTEAEje 2-38.751.581113.78Eje 715.180.50117.59Eje 83.190.50111.60Eje 919.670.50119.84Eje B13.250.951112.59Eje F17.680.951116.80Eje G19.911.961139.02101.22Tanque elevadoParedes4.101.751214.353.801.751213.302.401.75128.402.101.75127.3543.40309.68M217.04.- PINTURA LATEX EN COLUMNASPRIMER PISOC10.303.00110.900.453.00111.350.403.00156.000.703.00124.200.653.00111.951.053.0011753.550.903.001616.200.503.00169.000.753.00112.250.603.00147.20C20.943.001411.31C31.803.001210.80C31.653.00114.95C31.553.00114.65C40.503.00111.50C50.953.00112.85138.66SEGUNDO PISOC10.303.00110.900.403.00144.800.553.00123.300.703.00148.400.653.00123.901.053.001928.350.903.00125.401.203.001621.600.503.00169.000.753.00124.500.853.00137.650.953.00138.55C20.943.00138.48C31.803.00115.401.653.00114.951.553.00129.30C40.503.00146.00C50.953.00112.85143.33TERCER PISOC10.453.00112.700.403.00112.400.553.00113.300.303.00111.800.653.00127.800.903.001421.601.053.001531.500.753.001522.500.503.001618.000.853.001210.200.703.00114.201.203.00117.20C20.943.00115.65C31.803.001110.801.653.00119.901.553.001218.60C40.803.00114.800.503.00123.00185.95AZOTEAC10.550.50110.550.600.50110.601.200.50122.401.202.001838.40C31.952.001215.60C40.800.50110.80C1 (Tanque elevado)1.202.861213.7372.08540.02M217.05.- PINTURA LATEX EN VIGASPRIMER PISOVIGAS PRINCIPALESEje 1: VP 10115.400.250.20113.85Eje 1: VP 1044.150.250.45113.11Eje 2: VP 1012.750.250.20110.69Eje 2: VP 10212.650.250.45119.49Eje 2: VP 1044.150.250.45113.11Eje 3: VP 1015.310.250.20111.33Eje 3: VP 1034.800.250.45113.60Eje 3: VP 1044.150.250.45113.11Eje 4,5,6: VP 1015.330.250.20134.00Eje 4,5,6: VP 10310.900.250.451324.53Eje 4,5,6: VP 1044.150.250.45139.34Eje 7: VP 1012.890.250.20110.72Eje 7: VP 10310.900.250.45118.18Eje 7: VP 1046.800.250.45115.10Eje 8: VP 1012.790.250.20110.70Eje 8-9: VP 1013.000.250.20110.75Eje 9. VP 1012.490.250.20110.62Eje 9. VA 1055.630.200.95119.57Eje 9. VP 1046.620.250.45114.97Eje A: VA 10124.690.250.20116.17Eje B: VA 1013.320.250.20110.83Eje B: VA 10219.730.250.451114.80Eje C: VA 1015.040.250.20111.26Eje D: VA 10113.190.250.20113.30Eje E: VA 1014.880.250.20111.22Eje F: VA 10110.160.250.20112.54Eje F: VA 10210.000.250.45117.50Eje G: VA 101 (Nivel inferior)12.900.250.20113.23Eje G: VP 102 (Nivel inferior)3.600.250.45112.70Eje G: VA 101 (Nivel superior)3.200.250.20110.80Eje G: VA 104 (Nivel superior)12.900.150.20111.94Eje H: VA 1011.930.250.20110.48Eje H: VA 10617.870.150.451111.62Eje H: VA 10216.370.250.451112.28167.44VIGAS DE BORDADuctos24.400.200.20114.884.88SEGUNDO PISOEje 1: VA 2047.750.150.20111.16Eje 1: VP 20115.800.250.20113.95Eje 1: VA 2085.050.250.17110.96Eje 2: VP 2012.750.250.20110.69Eje 2: VP 20212.650.250.45119.49Eje 2: VA 2085.050.250.17110.96Eje 3,4: VP 2015.310.250.20122.66Eje 3,4: VP 2034.800.250.45127.20Eje 3,4: VA 2085.050.250.17121.92Eje 5,6: VP 2015.330.250.20122.67Eje 5,6: VP 20310.900.250.451216.35Eje 5,6: VA 2085.050.250.17121.92Eje 7: VP 2012.890.250.20110.72Eje 7: VP 203 (Inferior)10.900.250.45118.18Eje 7: VP 203 (Superior)7.300.250.45115.48Eje 7: VP 2022.600.250.45111.95Eje 7: VA 2085.050.250.17110.96Eje 8: VP 2012.790.250.20110.70Eje 8-9: VP 2057.350.151.461119.62Eje 8-9: VP 2013.000.250.20110.75Eje 9. VP 2012.500.250.20110.63Eje 9. VP 20611.580.250.801116.79Eje 9. VP 2022.300.250.45111.73Eje 9. VP 2083.520.250.17110.67Eje A: VA 20124.690.250.20116.17Eje B: VA 2013.320.250.20110.83Eje B: VA 20219.730.250.451114.80Eje C: VA 2015.040.250.20111.26Eje D: VA 20110.440.250.20112.61Eje E: VA 2014.880.250.20111.22Eje F: VA 2016.590.250.20111.65Eje F: VA 20210.000.250.45117.50Eje F: VA 2043.520.250.45112.64Eje F: VA 2081.670.250.17110.32Eje G: VA 201 (Nivel inferior)12.900.250.20113.23Eje G: VA 208 (Nivel inferior)1.670.250.17110.32Eje G: VP 207 (Nivel superior)3.200.150.50112.40Eje G: VA 201 (Nivel superior)3.200.250.20110.80Eje G-H: VP 20829.470.150.17112.65Eje H: VP 20715.590.250.501113.25169.76VIGAS DE BORDADuctos6.190.150.17110.56Bordes19.200.150.20112.8824.490.150.17112.202.20TERCER PISOEje 1: VA 30413.250.150.20111.99Eje 1: VP 30110.600.250.20112.65Eje 2: VP 3018.880.250.20112.22Eje 3,4,5,6: VP 3016.640.250.20146.64Eje 7: VP 301 (Inferior)6.570.250.20111.64Eje 7: VP 301 (Superior)3.680.250.20110.92Eje 7: VP 30310.900.250.45118.18Eje 8: VP 3012.790.250.20121.40Eje 8: VP 30310.400.250.45117.80Eje 8-9: VP 3013.000.250.20110.75Eje 8-9: VP 3037.800.250.45115.85Eje 9. VP 3013.640.250.20110.91Eje 9. VP 30611.580.250.801116.79Eje 9. VP 3022.300.250.45111.73Eje A: VA 30124.690.250.20116.17Eje B: VA 30123.050.250.20115.76Eje C: VP 3035.730.250.45114.30Eje D: VP 3034.670.250.45113.50Eje E: VA 3014.420.250.20111.11Eje E: VP 3034.130.250.45113.10Eje F: VA 30116.600.250.20114.15Eje F: VP 3043.570.250.45112.68Eje G: VA 30119.700.250.20114.93VIGAS DE BORDABordes10.100.150.20111.5212.250.150.20123.6819.080.150.17111.721.72AZOTEAEje B: VP 4007.020.350.35114.56Eje F: VP 4006.590.350.35114.28Eje G: VP 4003.600.350.35112.3411.18357.18M217.06.- PINTURA LATEX EN PLACASPRIMER PISOPlaca 10.950.204.801111.04Placa 21.450.205.421117.8928.93SEGUNDO PISOPlaca 21.450.203.201110.56Placa 30.600.202.84114.5415.10TERCER PISOPlaca 21.450.201.26114.164.1648.19M217.07.- PINTURA LATEX EN DERRAMESPRIMER PISOP10.702.201945.90P20.902.20115.30P31.102.20115.50V11.800.60114.80V20.650.60137.50V30.900.501616.8085.80SEGUNDO PISOP10.702.20115.10P20.902.201315.90PV11.002.20115.40V44.000.50119.00V51.200.50113.40V63.150.50117.30V72.00114.00V81.800.50114.6054.70TERCER PISOP20.902.201315.90PV21.502.40116.30PV31.202.40116.00V92.20114.40V109.001.751121.50V111.75113.50V121.800.45114.50V131.800.45114.50V141.800.50114.6071.20211.70ML31.76M217.08.- PINTURA AL BARNIZ EN CARPINTERIA DE MADERAPUERTA DE TABLERO DE CEDROPRIMER PISOP20.902.20111.98P31.102.20112.424.40SEGUNDO PISOP20.902.20135.94PV11.002.20112.208.14TERCER PISOP20.902.20135.94PV21.502.40113.60PV31.202.40112.8812.42PUERTA CONTRAPLACADA CON MARCOS DE CEDROPRIMER PISOP10.702.201913.8613.86SEGUNDO PISOP10.702.20111.541.5440.36M217.09.- PINTURA ESMALTE EN CARPINTERIA METALICAPUERTA CORREDIZA METALICAPRIMER PISOPC1 (20%)5.002.800.2025.605.60PUERTA ENRROLLABLE METALICAPRIMER PISOPM13.602.752119.80PM22.502.7528110.00PM32.302.752112.65PM41.802.75219.90PM52.002.752111.00PM62.152.752111.83PM72.602.752457.20232.38SEGUNDO PISOPM22.502.752682.50PM52.002.752111.00PM72.602.752342.90PM82.052.752111.28PM92.652.752114.58PM102.852.402454.72PM112.002.402219.20236.18MAMPARA METALICAPRIMER PISOM1 (20%)5.005.200.20210.4010.40SEGUNDO PISOM1 (20%)5.951.650.2023.933.93BARANDAS METALICASBarandas (40%)164.550.900.40159.2459.24547.73M217.10.- PINTURA ESMALTE EN ESTRUCTURAS METALICASTijeral Tipo 1 (40%)14.350.500.40514.3514.350.500.4038.61Correa Tipo 17.510.131.0021.8815.730.131.0023.93Arriostre lateral14.350.131.0047.1835.9535.95M218.00 VARIOS18.01.- COLGADORES DE CARNE EN TUBO DE FIERRO GALVANIZADOPuestos de pollo166.00Puestos de carne166.0012.0012.00UND18.02.- DISEO DE MEZCLAS: F'C=175 KG/CM2 Y F'C=210 KG/CM2Pruebas122.002.002.00UND18.03.- PRUEBAS DE CONTROL DE CALIDADPruebas13030.0030.0030.00UND

ACEROPLANILLA DE METRADOSPROYECTO : "CONSTRUCCION MERCADO SAN MARTIN"ACERO: ARQUITECTURA Y ESTRUCTURASLONG.NLONG.N ELEM.CANTIDAD DE ACEROELEMENTO(M)TOTALESTRUCT.1/4"3/8"1/2"5/8"3/4"1"KGKGVAR.KGVAR.KGVAR.KGVAR.KGVAR.05.01 ZAPATAS05.01.02.- ZAPATAS: ACERO DE REFUERZO.Z 15/8"1.50812.0022422.4029.335/8"1.40911.9022418.8829.09Z 25/8"1.5068.2522290.4020.175/8"0.9097.6522269.2818.70Z 35/8"1.0065.50435.202.445/8"0.9065.40434.562.40Z 45/8"1.90815.20248.643.385/8"1.401114.70247.043.27Z 55/8"1.90610.45233.442.325/8"0.90119.45230.242.10SUB-TOTAL0.000.000.000.000.001630.08113.200.000.000.000.00Desperdicios, traslapes, etc. (10%)0.000.000.000.000.00163.0111.320.000.000.000.00TOTAL ACERO ZAPATAS0.000.000.000.000.001793.09124.520.000.000.000.00TOTAL GENERAL.1793.0905.02 VIGAS DE CIMENTACION05.02.02.- VIGAS DE CIMENTACION: ACERO DE REFUERZO.EJES 1, 2, 4, 5, 6, 75/8"22.35244.706429.1229.805/8"22.35244.706429.1229.803/8"1.4089125.166435.5683.443/8"1.401419.60668.2113.07EJE 35/8"11.21222.42135.872.495/8"11.21222.42135.872.493/8"1.404562.78136.416.983/8"1.4068.4014.870.93EJE 85/8"7.32214.64123.421.635/8"7.32214.64123.421.633/8"1.402940.99123.784.553/8"1.4068.4014.870.93EJE 95/8"23.28246.56174.505.175/8"23.28246.56174.505.173/8"1.4093130.37175.6114.493/8"1.401014.0018.121.56EJE A5/8"27.20254.40187.046.045/8"27.20254.40187.046.043/8"1.40109152.32188.3516.923/8"1.401622.40112.992.49EJE B5/8"26.12252.24183.585.805/8"26.12252.24183.585.803/8"1.40104146.27184.8416.253/8"1.401622.40112.992.49EJE C5/8"5.62211.24117.981.255/8"5.62211.24117.981.253/8"1.402231.47118.253.503/8"1.4045.6013.250.62EJE D5/8"18.98237.96160.744.225/8"18.98237.96160.744.223/8"1.4076106.29161.6511.813/8"1.401014.0018.121.56EJE E5/8"3.5727.14111.420.795/8"3.5727.14111.420.793/8"1.401419.99111.602.223/8"1.4022.8011.620.31EJE F5/8"22.65245.30172.485.035/8"22.65245.30172.485.033/8"1.4091126.84173.5714.093/8"1.401419.60111.372.18EJE G5/8"21.74243.48169.574.835/8"21.74243.48169.574.833/8"1.4087121.74170.6113.533/8"1.401419.60111.372.18EJE F5/8"20.25240.50164.804.505/8"20.25240.50164.804.503/8"1.4081113.40165.7712.603/8"1.401419.60111.372.18SUB-TOTAL0.001205.14230.870.000.002061.06143.130.000.000.000.00Desperdicios, traslapes, etc. (10%)0.00120.5123.090.000.00206.1114.310.000.000.000.00TOTAL ACERO VIGAS DE CIMENTACION0.001325.65253.960.000.002267.16157.440.000.000.000.00TOTAL GENERAL.3592.8105.03 SOBRECIMIENTOS ARMADOS05.03.03.- SOBRECIMIENTOS ARMADOS: ACERO DE REFUERZO.EJES 1, 2, 3, 4, 5, 6, 7, 9, A, G, H1/2"79.9411859.361876.5495.481/2"1.95401781.371796.9986.82EJE 7, 8, B, F, G5/8"23.8714336.571343.3037.405/8"2.62120315.321321.6235.04EJE H5/8"23.8714336.571343.3037.405/8"2.62120315.321321.6235.04SUB-TOTAL0.000.000.003003.38327.170.000.000.000.000.000.00Desperdicios, traslapes, etc. (10%)0.000.000.00300.3432.720.000.000.000.000.000.00TOTAL ACERO VIGAS DE CIMENTACION0.000.000.003303.72359.880.000.000.000.000.000.00TOTAL GENERAL.3303.7205.04 COLUMNAS05.04.03.- COLUMNAS: ACERO DE REFUERZO.C 1: PRIMER PISO1/2"3.8527.7034267.0429.095/8"3.85623.10341256.6487.273/8"1.201517.7034349.0466.873/8"1.201214.4034283.9754.401/2"4.8029.601097.9210.675/8"4.80628.8010460.8032.003/8"1.202023.4010135.7226.003/8"1.201214.401083.5216.00C 1: SEGUNDO PISO1/2"3.2026.4034221.9524.185/8"3.20619.20341044.4872.533/8"1.201213.8034272.1452.133/8"1.201214.4034283.9754.401/2"2.7025.40844.064.805/8"2.70616.208207.3614.403/8"1.20910.80850.119.603/8"1.201214.40866.8212.801/2"2.8425.68211.591.265/8"2.84617.04254.533.793/8"1.201011.64213.502.593/8"1.201214.40216.703.20C 1: TERCER PISO1/2"3.2026.4031202.3722.045/8"3.20619.2031952.3266.133/8"1.201213.8031248.1247.533/8"1.201214.4031258.9149.601/2"3.4026.80213.871.515/8"3.40620.40265.284.533/8"1.201315.00217.403.333/8"1.201214.40216.703.20C 1: AZOTEA1/2"0.5021.0033.060.335/8"0.5063.00314.401.003/8"1.2067.20312.532.401/2"1.9023.80831.013.385/8"1.90611.408145.9210.133/8"1.2089.30843.158.273/8"1.2067.20833.416.401/2"3.0026.00212.241.335/8"3.00618.00257.604.003/8"1.201315.90218.443.533/8"1.2067.2028.351.60C 2: PRIMER PISO5/8"3.85623.104147.8410.273/8"0.951514.01432.516.233/8"0.951211.40426.455.07C 2: SEGUNDO PISO5/8"3.20619.20392.166.403/8"0.951210.93319.013.643/8"0.951211.40319.843.80C 2: TERCER PISO5/8"3.20619.20130.722.133/8"0.951210.9316.341.213/8"0.951211.4016.611.27C 3: PRIMER PISO5/8"3.851246.202147.8410.273/8"1.701525.08229.095.573/8"1.701220.40223.664.535/8"4.801257.602184.3212.803/8"1.702033.15238.457.373/8"1.701220.40223.664.53C 3: SEGUNDO PISO5/8"3.201238.402122.888.533/8"1.701219.55222.684.343/8"1.701220.40223.664.535/8"2.841234.082109.067.573/8"1.701016.49219.133.663/8"1.701220.40223.664.53C 3: TERCER PISO5/8"3.201238.402122.888.533/8"1.701219.55222.684.343/8"1.701220.40223.664.535/8"3.401240.802130.569.073/8"1.701321.25224.654.723/8"1.701220.40223.664.53C 3: AZOTEA5/8"1.901222.80272.965.073/8"1.70813.18215.282.933/8"1.70610.20211.832.27C 4: PRIMER PISO1/2"4.20416.80468.547.471/4"0.801713.20413.2030.625.871/4"0.80129.6049.6022.274.271/2"3.25413.00113.261.441/4"0.80129.4012.355.451.041/4"0.80129.6012.405.571.07C 4: SEGUNDO PISO1/2"2.84411.36334.763.791/4"0.80107.7635.8213.502.591/4"0.80129.6037.2016.703.20C 4: TERCER PISO1/2"3.20412.80339.174.271/4"0.80129.2036.9016.013.071/4"0.80129.6037.2016.703.20C 4: AZOTEA1/2"0.5042.0036.120.671/4"0.8064.8033.608.351.60C 5: PRIMER PISO1/2"4.20625.20125.702.801/4"0.801713.2013.307.661.471/4"0.80129.6012.405.571.07C 5: SEGUNDO PISO1/2"2.84617.04117.381.891/4"0.80107.7611.944.500.861/4"0.80129.6012.405.571.07SUB-TOTAL68.312807.52537.841110.05120.925420.54376.430.000.000.000.00Desperdicios, traslapes, etc. (10%)6.83280.7553.78111.0012.09542.0537.640.000.000.000.00TOTAL ACERO COLUMNAS75.143088.27591.621221.05133.015962.60414.070.000.000.000.00TOTAL GENERAL10347.0605.05 PLACASP 1: PRIMER PISO5/8"4.801257.60192.166.401/2"2.302044.85145.754.981/2"2.301227.60128.153.07P 2: PRIMER PISO5/8"3.201238.40161.444.271/2"2.801232.20132.843.581/2"2.801233.60134.273.73P 2: SEGUNDO PISO5/8"3.201651.20181.925.691/2"2.801232.20132.843.581/2"2.801233.60134.273.73P 2: TERCER PISO5/8"1.261620.16132.262.241/2"2.80512.74112.991.421/2"2.80616.80117.141.87P 3: PRIMER PISO5/8"5.42843.36169.384.821/2"2.802363.28164.557.031/2"2.801233.60134.273.73P 3: SEGUNDO PISO5/8"2.84822.72136.352.521/2"1.581015.33115.631.701/2"1.581218.96119.342.11SUB-TOTAL0.000.000.00372.0540.53373.5025.940.000.000.000.00Desperdicios, traslapes, etc. (10%)0.000.000.0037.214.0537.352.590.000.000.000.00TOTAL ACERO PLACAS0.000.000.00409.2644.58410.8528.530.000.000.000.00TOTAL GENERAL820.1105.06 VIGAS05.06.01.- VIGAS: ACERO DE REFUERZO.PRIMER PISOEJE 1: VP 10161/2"15.40692.40194.2510.271/4"0.903632.4018.101/4"0.907264.80116.20EJE 2: VP 10111/2"2.75616.50116.831.831/4"0.9086.9811.741/4"0.901210.8012.70EJE 3: VP 10131/2"5.31631.86132.503.541/4"0.9075.9011.471/4"0.903632.4018.10EJE 4, 5, 6: VP 10121/2"5.33631.98397.8610.661/4"0.901412.2939.211/4"0.902421.60316.20EJE 7: VP 10111/2"2.89617.34117.691.931/4"0.9087.6111.901/4"0.901210.8012.70EJE 8: VP 10111/2"2.79616.74117.071.861/4"0.9087.1611.791/4"0.901210.8012.70EJE 8-9: VP 10111/2"3.00618.00118.362.001/4"0.9098.1012.031/4"0.901210.8012.70EJE 9: VP 10111/2"2.49614.94115.241.661/4"0.9065.8111.451/4"0.901210.8012.70EJE G: VP 10111/2"3.60621.60122.032.401/4"1.401216.8014.201/4"1.401216.8014.20EJE 2: VP 10251/2"12.65675.90177.428.433/8"12.65225.30114.672.811/4"1.402940.95110.241/4"1.406084.00121.00EJE 3: VP 10315/8"4.80838.40161.444.271/2"4.8029.6019.791.073/8"1.401825.20114.622.803/8"1.401216.8019.741.87EJE 4, 5, 6: VP 10325/8"10.90887.203418.5629.071/2"10.90221.80366.717.273/8"1.404258.10133.706.463/8"1.402433.60119.493.73EJE 7: VP 10325/8"10.90887.201139.529.691/2"10.90221.80122.242.423/8"1.404258.10133.706.463/8"1.402433.60119.493.73EJE 1, 2, 3, 4, 5, 6: VP 10415/8"4.15624.906239.0416.601/2"4.1528.30650.805.533/8"1.401520.65671.8613.773/8"1.401216.80658.4611.20EJE 7: VP 10415/8"6.80640.80165.284.531/2"6.80213.60113.871.513/8"1.402839.20122.744.363/8"1.401216.8019.741.87EJE A: VA 10191/2"24.69498.761100.7410.971/4"0.906155.31113.831/4"0.9010897.20124.30EJE B: VA 10111/2"3.32413.28113.551.481/4"0.90119.5412.391/4"0.901210.8012.70EJE C: VA 1011.51/2"5.04420.16120.562.241/4"0.901614.1313.531/4"0.901816.2014.05EJE D: VA 1014.51/2"13.19452.76153.825.861/4"0.903531.9117.981/4"0.905448.60112.15EJE E: VA 1011.51/2"4.88419.52119.912.171/4"0.901513.4113.351/4"0.901816.2014.05EJE F: VA 10131/2"10.16440.64141.454.521/4"0.903127.7216.931/4"0.903632.4018.10EJE G: VA 10161/2"16.10464.40165.697.161/4"0.904035.5518.891/4"0.907264.80116.20EJE H: VA 10111/2"1.9347.7217.870.861/4"0.9043.2910.821/4"0.901210.8012.70EJE B: VA 10281/2"19.73478.92180.508.773/8"19.73239.46122.894.381/4"1.404461.11115.281/4"1.4096134.40133.60EJE F: VA 10241/2"10.00440.00140.804.443/8"10.00220.00111.602.221/4"1.402332.2018.051/4"1.404867.20116.80EJE H: VA 10271/2"16.37465.48166.797.283/8"16.37232.74118.993.641/4"1.403447.39111.851/4"1.4084117.60129.40EJE G: VA 10451/2"12.90451.60152.635.731/4"0.703121.3515.341/4"0.706042.00110.50EJE H: VA 10661/2"17.87471.48172.917.943/8"17.87235.74120.733.971/4"1.204858.02114.511/4"1.207286.40121.60VIGAS DE BORDA71/2"24.40497.60199.5510.841/4"0.707451.80112.951/4"0.708458.80114.70SEGUNDO PISOEJE 1: VP 20161/2"15.80694.80196.7010.531/4"0.903834.2018.551/4"0.907264.80116.20EJE 2: VP 20111/2"2.75616.50116.831.831/4"0.9086.9811.741/4"0.901210.8012.70EJE 3, 4: VP 20121/2"5.31631.86264.997.081/4"0.901412.2026.101/4"0.902421.60210.80EJE 5, 6: VP 20121/2"5.33631.98265.247.111/4"0.901412.2926.141/4"0.902421.60210.80EJE 7: VP 20111/2"2.89617.34117.691.931/4"0.9087.6111.901/4"0.901210.8012.70EJE 8: VP 20111/2"2.79616.74117.071.861/4"0.9087.1611.791/4"0.901210.8012.70EJE 8-9: VP 20111/2"3.00618.00118.362.001/4"0.9098.1012.031/4"0.901210.8012.70EJE 9: VP 20111/2"2.50615.00115.301.671/4"0.9075.8511.461/4"0.901210.8012.70EJE G: VP 20111/2"3.60621.60122.032.401/4"0.901210.8012.701/4"0.901210.8012.70EJE 2: VP 20251/2"12.65675.90177.428.433/8"12.65225.30114.672.811/4"1.402940.95110.241/4"1.406084.00121.00EJE 7: VP 20211/2"2.60615.60115.911.733/8"2.6025.2013.020.581/4"1.4079.8012.451/4"1.401216.8014.20EJE 9: VP 20211/2"2.30613.80114.081.533/8"2.3024.6012.670.511/4"1.4067.7011.931/4"1.401216.8014.20EJE 3, 4: VP 20315/8"4.80838.402122.888.531/2"4.8029.60219.582.133/8"1.401825.20229.235.603/8"1.401216.80219.493.73EJE 5, 6: VP 20325/8"10.90887.202279.0419.381/2"10.90221.80244.474.843/8"1.404258.10267.4012.913/8"1.402433.60238.987.47EJE 7: VP 203 (Sup/Inf)45/8"18.208145.602465.9232.361/2"18.20236.40274.268.093/8"1.406489.602103.9419.913/8"1.404867.20277.9514.93EJE F: VP 20415/8"3.52828.16290.116.261/2"3.5227.04214.361.563/8"1.401216.24218.843.613/8"1.401216.80219.493.73EJE 8-9: VP 20535/8"7.35858.80194.086.531/2"7.35644.10144.984.903/8"3.221753.94131.285.993/8"3.2236115.92167.2312.88EJE 9: VP 20615/8"11.58892.641148.2210.291/2"11.58446.32147.255.153/8"2.1052108.99163.2112.113/8"2.101225.20114.622.80EJE G: VP 207'51/2"12.90451.60152.635.733/8"12.90225.80114.962.871/4"1.303139.6519.911/4"1.306078.00119.50EJE H: VP 20771/2"12.90451.60152.635.733/8"12.90225.80114.962.871/4"1.301721.4515.361/4"1.3084109.20127.30EJE G-H: VP 208101/2"29.476176.821180.3619.651/4"0.907870.52117.631/4"0.90120108.00127.00EJE 9: VP 20811/2"3.52621.12121.542.351/4"0.901210.4412.611/4"0.901210.8012.70EJE A: VA 20191/2"24.69498.761100.7410.971/4"0.906155.31113.831/4"0.9010897.20124.30EJE B: VA 20111/2"3.32413.28113.551.481/4"0.90119.5412.391/4"0.901210.8012.70EJE C: VA 2011.51/2"5.04420.16120.562.241/4"0.901614.1313.531/4"0.901816.2014.05EJE D: VA 2013.51/2"10.44441.76142.604.641/4"0.902925.8316.461/4"0.904237.8019.45EJE E: VA 2011.51/2"4.88419.52119.912.171/4"0.901513.4113.351/4"0.901816.2014.05EJE F: VA 20121/2"6.59426.36126.892.931/4"0.902017.9614.491/4"0.902421.6015.40EJE G: VA 20161/2"12.90451.60152.635.731/4"0.902421.1515.291/4"0.907264.80116.20EJE B: VA 20281/2"19.73478.92180.508.773/8"19.73239.46122.894.381/4"1.404461.11115.281/4"1.4096134.40133.60EJE F: VA 20241/2"10.00440.00140.804.443/8"10.00220.00111.602.221/4"1.402332.2018.051/4"1.404867.20116.80EJE 1: VA 20431/2"12.90451.60152.635.731/4"0.704531.1517.791/4"0.703625.2016.30EJE 1, 2, 3, 4, 5, 6, 7: VA 20811/2"5.05420.207144.2315.711/4"0.701913.48723.581/4"0.70128.40714.70EJE F: VA 20811/2"1.6746.68213.631.481/4"0.7021.6520.821/4"0.70128.4024.20VIGAS DE BORDA161/2"49.884199.521203.5122.171/4"0.7013896.88124.221/4"0.70192134.40133.60TERCER PISOEJE 1: VP 30141/2"10.60663.60164.877.071/4"0.902623.4015.851/4"0.904843.20110.80EJE 2: VP 3013.51/2"8.88653.28154.355.921/4"0.902118.8114.701/4"0.904237.8019.45EJE 3, 4, 5, 6: VP 3012.51/2"6.64639.844162.5517.711/4"0.901715.03415.031/4"0.903027.00427.00EJE 7: VP 301 (Inf)2.51/2"6.57639.42140.214.381/4"0.901614.7213.681/4"0.903027.0016.75EJE 7: VP 301 (Sup)1.51/2"3.68622.08122.522.451/4"0.9098.0112.001/4"0.901816.2014.05EJE 8: VP 30111/2"2.79616.74234.153.721/4"0.9087.1623.581/4"0.901210.8025.40EJE 8-9: VP 30111/2"3.00618.00118.362.001/4"0.9098.1012.031/4"0.901210.8012.70EJE 9: VP 3011.51/2"3.64621.84122.282.431/4"0.9097.8311.961/4"0.901816.2014.05EJE 9: VP 30211/2"2.3049.2019.381.023/8"2.3024.6012.670.511/4"1.4067.7011.931/4"1.401216.8014.20EJE 7: VP 30325/8"10.90887.201139.529.691/2"10.90221.80122.242.423/8"1.404258.10133.706.463/8"1.402433.60119.493.73EJE 8: VP 30345/8"10.40883.201133.129.241/2"10.90221.80122.242.423/8"1.402535.00120.303.893/8"1.404867.20138.987.47EJE 8-9: VP 30335/8"7.80862.40199.846.931/2"7.80215.60115.911.733/8"1.401926.60115.432.963/8"1.403650.40129.235.60EJE C: VP 30335/8"5.73845.84173.345.091/2"5.73211.46111.691.273/8"1.40912.1117.021.353/8"1.403650.40129.235.60EJE D: VP 3032.55/8"4.67837.36159.784.151/2"4.6729.3419.531.043/8"1.4079.5915.561.073/8"1.403042.00124.364.67EJE E: VP 30325/8"4.13833.04152.863.671/2"4.6729.3419.531.043/8"1.40810.7116.211.193/8"1.402433.60119.493.73EJE F: VP 30415/8"3.57828.56145.703.171/2"3.5727.1417.280.793/8"1.401216.5919.621.843/8"1.401216.8019.741.87EJE 9: VP 30615/8"11.58892.641148.2210.291/2"11.58446.32147.255.153/8"2.1052108.99163.2112.113/8"2.101225.20114.622.80EJE 9: VP 30915/8"19.978159.761255.6217.751/2"19.97479.88181.488.883/8"1.5094140.78181.6515.643/8"1.501218.00110.442.00EJE A: VA 30191/2"24.69498.761100.7410.971/4"0.906155.31113.831/4"0.9010897.20124.30EJE B: VA 30191/2"23.05492.20194.0410.241/4"0.905347.93111.981/4"0.9010897.20124.30EJE E: VA 30111/2"4.42417.68118.031.961/4"0.901614.4913.621/4"0.901210.8012.70EJE F: VA 30161/2"16.60466.40167.737.381/4"0.904237.8019.451/4"0.907264.80116.20EJE G: VA 30171/2"19.70478.80180.388.761/4"0.905145.45111.361/4"0.908475.60118.90EJE 1: VA 30431/2"13.25453.00154.065.891/4"0.704632.3818.091/4"0.703625.2016.30VIGAS DE BORDA151/2"41.434165.721169.0318.411/4"0.7010372.21118.051/4"0.70180126.00131.50AZOTEAEJE B: VP 40025/8"7.02856.16189.866.243/8"1.402230.94117.953.443/8"1.402433.60119.493.73EJE F: VP 40025/8"6.59852.72184.355.863/8"1.402027.93116.203.103/8"1.402433.60119.493.73EJE G: VP 40015/8"3.60828.80146.083.203/8"1.401216.8019.741.873/8"1.401216.8019.741.87SUB-TOTALES1290.461552.40297.404355.07474.413352.38232.800.000.000.000.00Desperdicios, traslapes, etc. (10%)129.05155.2429.74435.5147.44335.2423.280.000.000.000.00TOTAL ACERO VIGAS1419.501707.65327.144790.58521.853687.62256.080.000.000.000.00TOTAL GENERAL11605.3505.07.- LOSAS ALIGERADAS05.07.05.- LOSAS ALIGERADAS: ACERO DE REFUERZO.PRIMER PISOEJE A-B; L=2.952.952.51/2"27.07127.077203.6322.181/2"18.08118.087136.0114.821/4"3.45109377.02194.25EJE B-C; L=2.552.552.51/2"19.11119.116124.2613.541/2"12.65112.65682.268.961/4"3.0577236.19159.05EJE C-E; L=5.305.32.51/2"5.4915.491374.208.081/2"4.0014.001354.065.895/8"3.1026.2013131.449.131/4"5.8023133.17133.29EJE C-E; L=6.406.42.51/2"9.2319.2316150.6316.411/2"6.5016.5016106.0811.561/4"6.9038261.65165.41EJE E-F; L=2.552.552.51/2"18.85118.856122.5713.351/2"12.55112.55681.618.891/4"3.0576233.02158.26EJE F-G; L=2.752.752.51/2"16.24116.247113.8812.411/2"11.30111.30779.248.631/4"3.2566214.37153.59EJE F-G; L=2.752.752.51/2"4.0714.07728.543.111/2"1.9111.91713.391.461/4"3.251756.16114.04EJE G-H; L=4.254.252.51/2"3.3313.331136.093.931/2"1.7011.701118.422.011/4"4.751468.02117.01EJE G-H; L=4.254.252.51/2"14.35114.3511155.5216.941/2"9.7019.7011105.1211.451/4"4.7558277.40169.35SEGUNDO PISOEJE A-B; L=2.952.952.51/2"26.05126.057195.9621.351/2"17.26117.267129.8414.141/4"3.45105362.94190.74EJE B-C; L=2.552.552.51/2"18.51118.516120.3613.111/2"12.35112.35680.318.751/4"3.0575228.87157.22EJE B-C; L=3.63.62.51/2"3.7013.70933.973.701/2"3.2013.20929.383.201/4"4.101664.78116.20EJE C-E; L=5.305.32.51/2"4.9814.981367.307.331/2"3.7513.751350.685.525/8"2.9525.9013125.088.691/4"5.8021121.34130.33EJE C-E; L=6.406.42.51/2"6.2316.2316101.6711.081/2"3.8013.801662.026.761/4"6.9026178.85144.71EJE C-D; L=2.352.352.51/2"7.0617.06642.314.611/2"2.3524.70628.163.071/2"2.6512.65615.881.731/4"2.852983.33120.83EJE D-E; L=2.352.352.51/2"6.2916.29637.694.111/2"2.1124.22625.292.751/2"2.4012.40614.381.571/4"2.852674.56118.64EJE E-F; L=2.352.352.51/2"5.6415.64633.803.681/2"1.9223.84623.012.511/2"2.2012.20613.181.441/4"2.852467.15116.79EJE E-F; L=2.552.552.51/2"15.63115.636101.6311.071/2"10.40110.40667.637.371/4"3.0564193.74148.43EJE F-G; L=2.752.752.51/2"16.24116.247113.8812.411/2"11.30111.30779.248.631/4"3.2566214.37153.59EJE F-G; L=2.752.752.51/2"4.4814.48731.423.421/2"2.3312.33716.341.781/4"3.251961.49115.37EJE G-H; L=0.880.882.51/2"2.9812.9826.690.731/2"1.9011.9024.260.461/4"1.381317.8314.46EJE 1-2; L=2.832.832.51/2"5.5515.55740.054.361/2"3.9013.90728.143.071/4"3.332377.26119.31EJE 2-3; L=3.603.62.51/2"4.5214.52941.494.521/2"3.9213.92935.993.921/4"4.101978.23119.56EJE 3, 4, 5, 6, 7; L=2.502.52.51/2"5.55422.206141.5315.421/2"3.90415.60699.4510.831/4"3.002369.60117.40EJE 7-9; L=3.453.452.51/2"4.3714.37938.454.191/2"3.7713.77933.173.611/4"3.951873.00118.25EJE F-G; L=1.511.512.51/2"7.3317.33428.223.071/2"4.2014.20416.171.761/4"2.013060.94115.24TERCER PISOEJE A-B; L=2.952.952.51/2"26.47126.477199.1221.691/2"17.69117.697133.0714.501/4"3.45107368.74192.18EJE B-F; L=11.5811.582.51/2"1.4511.452942.824.661/2"1.4511.452942.824.661/4"12.08782.14120.54EJE E-F; L=2.552.552.51/2"3.5213.52622.892.491/2"1.7011.70611.051.201/4"3.051545.99111.50EJE F-G; L=2.752.752.51/2"22.11122.117155.0516.891/2"14.24114.24799.8610.881/4"3.2589290.68172.67EJE G-H; L=0.880.882.51/2"2.9812.9826.690.731/2"1.9011.9024.260.461/4"1.381317.8314.46SUB-TOTAL1168.200.000.004432.09482.80256.5217.810.000.000.000.00Desperdicios, traslapes, etc. (10%)0.000.001.780.000.000.000.00TOTAL ACERO ALIGERADOS1168.200.000.004432.09482.80256.5219.600.000.000.000.00TOTAL GENERAL5856.8105.08.- LOSAS LLENAS05.08.03.- LOSAS LLENAS: ACERO DE REFUERZO.EJE B-C; L=2.602.61/4"7.3316116.23258.12EJE C-D; L=2.602.61/4"6.5216103.39251.69EJE D-E; L=2.602.61/4"5.721690.70245.35EJE E-F; L=2.602.61/4"4.921678.02239.01EJE 7-8; L=0.480.481/4"11.65443.60221.80EJE 7-8; L=2.032.031/4"11.6513146.79273.40EJE 8-9; L=2.102.11/4"11.6513151.45275.73EJE 8-9; L=2.152.151/4"4.871364.70232.35SUB-TOTAL397.440.000.000.000.000.000.000.000.000.000.00Desperdicios, traslapes, etc. (10%)0.000.000.000.000.000.000.000.000.000.00TOTAL ACERO LOSAS LLENAS397.440.000.000.000.000.000.000.000.000.000.00TOTAL GENERAL397.4405.09.- TANQUE CISTERNA05.09.03.- TANQUE CISTERNA: ACERO DE REFUERZO.LOSA DE FONDO3/8"4.201771.40282.8215.873/8"3.602072.00283.5216.00PAREDES3/8"2.201737.40243.388.313/8"3.601036.00241.768.003/8"2.202044.00251.049.783/8"4.201042.00248.729.33LOSA DE TECHO3/8"4.201771.40282.8215.873/8"3.602072.00283.5216.00SUB-TOTAL0.00517.5999.160.000.000.000.000.000.000.000.00Desperdicios, traslapes, etc. (10%)0.000.000.000.000.000.000.000.000.00TOTAL ACERO TANQUE CISTERNA0.00517.5999.160.000.000.000.000.000.000.000.00TOTAL GENERAL517.5905.10.- TANQUE ELEVADO05.10.03.- TANQUE ELEVADO: ACERO DE REFUERZO.LOSA DE FONDO1/2"4.101247.15148.095.241/2"2.402048.00148.965.33PAREDES1/2"1.902038.00138.764.221/2"4.10936.90137.644.101/2"1.901221.85122.292.431/2"2.40921.60122.032.40LOSA DE TECHO1/2"4.101247.15148.095.241/2"2.402048.00148.965.33SUB-TOTAL0.000.000.00314.8234.290.000.000.000.000.000.00Desperdicios, traslapes, etc. (10%)0.000.000.000.000.000.000.000.000.00TOTAL ACERO TANQUE ELEVADO0.000.000.00314.8234.290.000.000.000.000.000.00TOTAL GENERAL314.8205.11.- MOSTRADORES05.11.03.- MOSTRADORES: ACERO DE REFUERZO.PRIMER PISO3/8"2.401127.00115.663.003/8"2.051224.60114.272.733/8"2.401125.207102.3119.603/8"1.901222.80792.5717.733/8"2.401331.80473.7814.133/8"2.451229.40468.2113.073/8"2.402558.80268.2113.073/8"4.701256.40265.4212.533/8"2.401228.20232.716.273/8"2.151225.80229.935.733/8"2.401535.40241.067.873/8"2.751233.00238.287.33TERCER PISO3/8"2.401125.20573.0814.003/8"1.901222.80566.1212.673/8"2.401023.16113.432.573/8"1.731220.76112.042.313/8"2.40820.04223.254.453/8"1.471217.64220.463.92SUB-TOTAL0.00850.79162.990.000.000.000.000.000.000.000.00Desperdicios, traslapes, etc. (10%)0.000.000.000.000.000.000.000.000.00TOTAL ACERO MOSTRADORES0.00850.79162.990.000.000.000.000.000.000.000.00TOTAL GENERAL850.7905.12.- MESAS DE REPOSTERIA05.12.03.- MESAS DE REPOSTERIA: ACERO DE REFUERZO.PRIMER PISO3/8"0.65149.2615.371.033/8"2.65410.6016.151.183/8"0.65149.10842.228.093/8"2.60410.40848.269.243/8"0.65148.78840.727.803/8"2.50410.00846.408.893/8"0.65117.15416.593.183/8"2.0048.00418.563.56TERCER PISO3/8"0.651610.56530.635.873/8"3.05412.20535.386.783/8"0.651711.0216.391.223/8"3.19412.7617.401.423/8"0.652012.7117.371.413/8"3.71414.8418.611.653/8"0.651811.86213.762.643/8"3.45413.80216.013.073/8"0.651711.0216.391.223/8"3.19412.7617.401.42SUB-TOTAL0.00363.6069.660.000.000.000.000.000.000.000.00Desperdicios, traslapes, etc. (10%)0.000.000.000.000.000.000.000.000.00TOTAL ACERO MESAS DE LAVADEROS0.00363.6069.660.000.000.000.000.000.000.000.00TOTAL GENERAL363.6005.13.- RAMPAS Y ESCALERAS05.13.03.- RAMPAS Y ESCALERAS: ACERO DE REFUERZO.Grada G-13/8"1.801018.00110.442.003/8"3.49931.41118.223.49E-1: Primer tramo3/8"1.802646.80127.145.201/2"10.40993.60195.4710.40E-1: Segundo tramo3/8"1.8056100.80158.4611.201/2"17.099153.811156.8917.09E-1: Tercer tramo3/8"1.805293.60154.2910.401/2"16.789151.021154.0416.78E-1: Cuarto tramo3/8"1.804072.00141.768.001/2"13.369120.241122.6413.36E-2: Primer tramo3/8"1.803868.40139.677.601/2"12.479112.231114.4712.47E-2: Segundo tramo3/8"1.804072.00141.768.001/2"14.939134.371137.0614.93E-2: Tercer tramo3/8"1.804072.00141.768.001/2"15.749141.661144.4915.74E-2: Cuarto tramo3/8"1.804072.00141.768.001/2"15.099135.811138.5315.09E-33/8"1.803461.20135.506.801/2"9.99989.91191.719.99E-43/8"1.803054.00131.326.001/2"10.83997.47199.4210.83Rampa3/8"1.603657.92133.596.441/2"8.80870.40171.817.823/8"1.603352.67130.555.851/2"7.98863.84165.127.09SUB-TOTAL0.00506.2396.981391.65151.600.000.000.000.000.000.00Desperdicios, traslapes, etc. (10%)0.000.000.000.000.000.000.00TOTAL ACERO0.00506.2396.981391.65151.600.000.000.000.000.000.00TOTAL GENERAL1897.8705.14.- SARDINELES05.14.03.- SARDINELES: ACERO DE REFUERZO.3/8"0.702618.48110.722.053/8"6.35319.05111.052.12SUB-TOTAL0.0021.774.170.000.000.000.000.000.000.000.00Desperdicios, traslapes, etc. (10%)0.000.000.000.000.000.000.000.000.00TOTAL ACERO0.0021.774.170.000.000.000.000.000.000.000.00TOTAL GENERAL21.773060.291605.661728.011000.24

EQUIPAMPLANILLA DE METRADOS: CONSTRUCCION EDIF. 2H - INDUSTRIAS ALIMENTARIAS.PROYECTO : "CONSTRUCCION MERCADO SAN MARTIN": UNIVERSIDAD NACIONAL DE CAJAMARCA.EQUIPAMIENTOELEMENTODIMENSIONES(M)N DEN DE ELE-CANT.CANT.UNIDADLONG.ANCHOALTOVECESMENTOSPARCIALTOTAL01.00 MOBILIARIO DE COCINA01.01.- REPOSTEROS BAJOSPRIMER PISOPuesto 132.650.70111.86Puestos 9,10,11,12,18,19,20,212.600.701814.56Puestos 22,23,24,25,26,27,28,292.500.701814.00Puestos 24,25,26,272.000.70145.60Menos lavaderos1.000.701-15-10.5025.52TERCER PISOPuesto 57,58,59,60,613.050.701510.68Puesto 563.190.70112.23Puesto 553.710.70112.59Puesto 54,533.450.70124.83Puesto 523.190.70112.23Menos lavaderos1.000.701-10-7.0015.5641.08M201.02.- REPOSTEROS ALTOSPRIMER PISOPuesto 132.65112.65Puestos 9,10,11,12,18,19,20,212.601820.80Menos lavaderos1.001-7-7.0016.45TERCER PISOPuesto 57,58,59,60,613.051515.25Puesto 563.19113.19Puesto 553.71113.71Puesto 54,533.45126.90Puesto 523.19113.19Menos lavaderos1.001-10-10.0022.2438.69ML01.03.- CAMPANAS EXTRACTORASTERCER PISOPuesto 57,58,59,60,61155.00Puesto 56111.00Puesto 55111.00Puesto 54,53122.00Puesto 52111.0010.0010.00ML02.00 MOBILIARIO DE OFICINA02.01.- ESCRITORIOS DE OFICINAPRIMER PISOControl de calidad111.00PRIMER PISOAministracin111.002.002.00UND02.02.- SILLAS DE OFICINAPRIMER PISOControl de calidad133.00PRIMER PISOAministracin133.006.006.00UND02.03.- ARCHIVADORES DE OFICINAPRIMER PISOControl de calidad111.00PRIMER PISOAministracin111.002.002.00UND03.00 MOBILIARIO DE COCINA03.01.- MESAS DE COMEDOR CON CUATRO SILLASTERCER PISOPatio de comidas12020.0020.0020.00JGOS03.02.- SILLAS PARA MOSTRADORTERCER PISOPatio de comidas12626.0026.0026.00UND04.00 MOBILIARIO DE AUDITORIO04.01.- MESA DE REUNIONESTERCER PISOSUM111.001.001.00UND04.02.- SILLAS INDIVIDUALESTERCER PISOSUM16565.0065.0065.00UND05.00 MOBILIARIO DE VENTA DE VEGETALES05.01.- EXHIBIDOR DE VEGETALESSEGUNDO PISOExhibidores11414.0014.0014.00UND06.00 PANELES PUBLICITARIOS06.01.- PANEL PUBLICITARIO EN PUESTOS DE COCINATERCER PISOExhibidores188.008.008.00UND


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reciclaje arq

reciclaje arq

arq latinoamericanos

arq latinoamericanos

ARQ BIOCLIM

ARQ BIOCLIM

Arq Quattrocento

Arq Quattrocento

Arq. Barroco

Arq. Barroco

NEOINDIGENISTA ARQ.

NEOINDIGENISTA ARQ.

C/. SAN JUAN DE LA MAGUANAC/. 41 · arq. josefa perez digitacion en cad: arq. juan pablo sanchez arq. kenia l. mendez arq. cynthia perez coplin arq. wanda mendez departamento de proyectos

C/. SAN JUAN DE LA MAGUANAC/. 41 · arq. josefa perez digitacion en cad: arq. juan pablo sanchez arq. kenia l. mendez arq. cynthia perez coplin arq. wanda mendez departamento de proyectos

Arq. Futurista

Arq. Futurista

Arq. nordica

Arq. nordica

108 ARQ SANTIAGOT1HILE 1 R 1 ARQ AR1MUE 108

108 ARQ SANTIAGOT1HILE 1 R 1 ARQ AR1MUE 108