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formatos piso metrados (actualizado)

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SUSTENTACION DE METRADOS ITEM DESCRIPCION UNIDAD CANT. LARGO ANCHO ALTO PARCIAL TRABAJOS PRELIMINARES LIMPIEZA DE TERRENO LIMPIEZA MANUAL DE TERRENO M2 M2 1.00 1.00 18.25 12.23 - 223.11 TRAZO Y REPLANTEO TRAZO Y REPLANTEO CON EQUIPO M2 M2 1.00 1.00 17.25 10.23 - 176.38 05.00.00 OBRAS DE CONCRETO ARMADO 05.04.00 COLUMNAS 05.04.01 CONCRETO F'C=245KG/CM2 EN COLUMNAS M3 Eje F-F C-18 M3 1.00 1.00 0.35 0.35 7.55 0.92 C-15 M3 1.00 1.00 0.35 0.35 9.35 1.15 C-13 M3 1.00 1.00 0.35 0.35 7.55 0.92 Eje G-G C-18 M3 1.00 1.00 0.35 0.35 7.55 0.92 C-15 M3 1.00 1.00 0.35 0.35 9.30 1.14 C-13 M3 1.00 1.00 0.35 0.35 7.55 0.92 Eje H-H C-19 M3 1.00 1.00 0.35 0.35 7.55 0.92 C-16 M3 1.00 1.00 0.35 0.35 9.35 1.15 C-14 M3 1.00 1.00 0.35 0.35 7.55 0.92 Eje I-I C-19' M3 1.00 1.00 0.35 0.35 4.50 0.55 C-16' M3 1.00 1.00 0.35 0.35 4.50 0.55 C-14' M3 1.00 1.00 0.35 0.35 4.50 0.55 Eje J-J C-20 M3 1.00 1.00 0.35 0.35 4.50 0.55 C-17 M3 1.00 1.00 0.35 0.35 4.50 0.55 C-12 M3 1.00 1.00 0.35 0.35 4.50 0.55 05.04.03 CONCRETO F'C=175KG/CM2 EN COLUMNETAS M3 EN TERCER PISO C-10 Eje F-F M3 1.00 1.00 0.30 0.15 2.95 0.13 Eje H-H M3 1.00 1.00 0.30 0.15 2.95 0.13 Eje I-I M3 1.00 1.00 0.30 0.15 2.95 0.13 Eje J-J M3 1.00 1.00 0.30 0.15 2.95 0.13 C-11 Eje 1-1 M3 1.00 4.00 0.20 0.15 1.35 0.16 M3 1.00 4.00 0.20 0.15 2.55 0.31 Eje 2-2 M3 1.00 8.00 0.20 0.15 2.15 0.52 EN CUARTO PISO Eje F-F M3 1.00 1.00 0.30 0.15 2.95 0.13 Eje H-H M3 1.00 1.00 0.30 0.15 2.95 0.13 Eje 1-1 M3 1.00 4.00 0.20 0.15 1.35 0.16 Eje 2-2 M3 1.00 4.00 0.20 0.15 2.15 0.26 05.04.04 ENCOFRADO Y DESENCOFRADO DE COLUMNAS M2 Columnas Eje F-F C-18 M3 1.00 1.00 1.40 - 7.55 10.57 C-15 M3 1.00 1.00 1.40 - 9.35 13.09 C-13 M3 1.00 1.00 1.40 - 7.55 10.57 Eje G-G C-18 M3 1.00 1.00 1.40 - 7.55 10.57 C-15 M3 1.00 1.00 1.40 - 9.30 13.02 C-13 M3 1.00 1.00 1.40 - 7.55 10.57 Eje H-H C-19 M3 1.00 1.00 1.40 - 7.55 10.57 C-16 M3 1.00 1.00 1.40 - 9.35 13.09 C-14 M3 1.00 1.00 1.40 - 7.55 10.57 Eje I-I C-19' M3 1.00 1.00 1.40 - 4.50 6.30 C-16' M3 1.00 1.00 1.40 - 4.50 6.30 C-14' M3 1.00 1.00 1.40 - 4.50 6.30 Eje J-J C-20 M3 1.00 1.00 1.40 - 4.50 6.30 C-17 M3 1.00 1.00 1.40 - 4.50 6.30 C-12 M3 1.00 1.00 1.40 - 4.50 6.30 Columnetas EN TERCER PISO C-10 Eje F-F M3 1.00 1.00 0.90 - 2.95 2.66 Eje H-H M3 1.00 1.00 0.90 - 2.95 2.66 Eje I-I M3 1.00 1.00 0.90 - 2.95 2.66 PROYECTO: AMPLIACION DE AULAS DE LA FACULTAD DE INGENIERIA DE SISTEMAS E INFORMATICA - C.U. METRADOS: BLOCK II - TERCER Y CUARTO PISO FECHA: OCTUBRE 2008 Nº VECES 02.00.0 0 02.01.0 0 02.01.0 1 02.02.0 0 02.02.0 1

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podra usar la hoja de calculo para realizar sus metrados de diferentes estructuras.

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FORMATO ASUSTENTACION DE METRADOSPROYECTO: AMPLIACION DE AULAS DE LA FACULTAD DE INGENIERIA DE SISTEMAS E INFORMATICA - C.U.METRADOS: BLOCK II - TERCER Y CUARTO PISOFECHA: OCTUBRE 2008ITEMDESCRIPCIONUNIDADN VECESCANT.LARGOANCHOALTOPARCIALTOTAL02.00.00TRABAJOS PRELIMINARES02.01.00LIMPIEZA DE TERRENO02.01.01LIMPIEZA MANUAL DE TERRENOM2223.11M21.001.0018.2512.23-223.1102.02.00TRAZO Y REPLANTEO02.02.01TRAZO Y REPLANTEO CON EQUIPOM2176.38M21.001.0017.2510.23-176.3805.00.00OBRAS DE CONCRETO ARMADO05.04.00COLUMNAS05.04.01CONCRETO F'C=245KG/CM2 EN COLUMNASM312.29Eje F-FC-18M31.001.000.350.357.550.92C-15M31.001.000.350.359.351.15C-13M31.001.000.350.357.550.92Eje G-GC-18M31.001.000.350.357.550.92C-15M31.001.000.350.359.301.14C-13M31.001.000.350.357.550.92Eje H-HC-19M31.001.000.350.357.550.92C-16M31.001.000.350.359.351.15C-14M31.001.000.350.357.550.92Eje I-IC-19'M31.001.000.350.354.500.55C-16'M31.001.000.350.354.500.55C-14'M31.001.000.350.354.500.55Eje J-JC-20M31.001.000.350.354.500.55C-17M31.001.000.350.354.500.55C-12M31.001.000.350.354.500.5505.04.03CONCRETO F'C=175KG/CM2 EN COLUMNETASM32.20EN TERCER PISOC-10Eje F-FM31.001.000.300.152.950.13Eje H-HM31.001.000.300.152.950.13Eje I-IM31.001.000.300.152.950.13Eje J-JM31.001.000.300.152.950.13C-11Eje 1-1M31.004.000.200.151.350.16M31.004.000.200.152.550.31Eje 2-2M31.008.000.200.152.150.52EN CUARTO PISOEje F-FM31.001.000.300.152.950.13Eje H-HM31.001.000.300.152.950.13Eje 1-1M31.004.000.200.151.350.16Eje 2-2M31.004.000.200.152.150.2605.04.04ENCOFRADO Y DESENCOFRADO DE COLUMNASM2189.11ColumnasEje F-FC-18M31.001.001.40-7.5510.57C-15M31.001.001.40-9.3513.09C-13M31.001.001.40-7.5510.57Eje G-GC-18M31.001.001.40-7.5510.57C-15M31.001.001.40-9.3013.02C-13M31.001.001.40-7.5510.57Eje H-HC-19M31.001.001.40-7.5510.57C-16M31.001.001.40-9.3513.09C-14M31.001.001.40-7.5510.57Eje I-IC-19'M31.001.001.40-4.506.30C-16'M31.001.001.40-4.506.30C-14'M31.001.001.40-4.506.30Eje J-JC-20M31.001.001.40-4.506.30C-17M31.001.001.40-4.506.30C-12M31.001.001.40-4.506.30ColumnetasEN TERCER PISOC-10Eje F-FM31.001.000.90-2.952.66Eje H-HM31.001.000.90-2.952.66Eje I-IM31.001.000.90-2.952.66Eje J-JM31.001.000.90-2.952.66C-11Eje 1-1M31.004.000.70-1.353.78M31.004.000.70-2.557.14Eje 2-2M31.008.000.70-2.1512.04EN CUARTO PISOC-10Eje F-FM31.001.000.90-2.952.66Eje H-HM31.001.000.90-2.952.66C-11Eje 1-1M31.004.000.70-1.353.78Eje 2-2M31.004.000.70-2.156.0205.04.05ACERO DE REFUERZO FY=4,200KG/CM2 EN COLUMNASKG4,456.74(Ver Formato de metrados de acero)KG05.05.00VIGAS05.05.01CONCRETO F'C=210KG/CM2 EN VIGASM319.15TERCER PISOVP-301 (0.25x0.55)eje (F-F) y (J-J)M31.002.005.650.250.551.55M31.002.003.080.250.300.46VP-302 (0.25x0.55)eje (G-G), eje (H-H) y eje (I-I)M31.003.005.650.250.552.33M31.003.003.080.250.300.69VS-303 (0.15x0.50)eje (3-3)M31.002.004.150.150.500.62M31.001.003.650.150.500.27M31.001.003.550.150.500.27VS-302 (0.25x0.35)eje (2-2)M31.002.004.150.250.350.73M31.001.003.650.250.350.32M31.001.003.550.250.350.31VS-301 (0.25x0.35)eje (1-1)M31.002.004.150.250.350.73M31.001.003.650.250.350.32M31.001.003.550.250.350.31VCH-301(0.30x0.20)eje (1'-1')M31.002.004.250.300.200.51M31.001.003.750.300.200.23M31.001.003.650.300.200.22CUARTO PISOVP-401(0.25x0.50)M31.002.000.900.250.320.14M31.002.005.950.250.521.55M31.002.000.300.250.15VP-402(0.25x0.50)M31.001.000.900.250.320.07M31.001.005.950.250.520.77M31.001.000.300.250.07VS-401(0.15x0.50)M31.002.001.200.150.170.06M31.002.004.150.150.500.62VS-402(0.25x0.35)M31.002.001.200.250.170.10M31.002.004.150.250.350.73VS-403(0.15x0.35)M31.002.001.200.250.170.10M31.002.004.150.250.350.73VS-404(0.15x0.50)M31.002.001.200.150.500.18M31.002.004.150.150.500.62VA-401(0.15x0.50)M31.002.005.950.150.500.89CORTE X-XM31.001.0011.750.150.550.97CORTE Y-YM31.002.008.560.150.170.44M31.001.0011.750.150.170.30M31.002.003.550.150.170.18VCH-401(0.30x0.17)M31.001.0011.750.300.170.6005.05.02ENCOFRADO Y DESENCOFRADO EN VIGASM2169.55TERCER PISOVP-301 (0.25x0.55)eje (F-F) y (J-J)M21.002.005.651.15-13.00M21.002.003.080.65-4.00VP-302 (0.25x0.55)eje (G-G), eje (H-H) y eje (I-I)M21.003.005.650.95-16.10M21.003.003.080.45-4.15VS-303 (0.15x0.50)eje (3-3)M21.001.0015.500.95-14.73VS-302 (0.25x0.35)eje (2-2)M21.001.0015.500.55-8.53VS-301 (0.25x0.35)eje (1-1)M21.001.0015.500.75-11.63CUARTO PISOVP-401(0.25x0.50)M21.002.000.900.25-0.45M22.002.000.13-0.50M21.002.005.950.25-2.98M22.002.005.950.34-8.16M22.002.000.10-0.40M21.002.001.250.25-0.62VP-402(0.25x0.50)M21.001.000.900.25-0.23M22.001.000.13-0.25M21.001.005.950.25-1.49M22.001.005.950.34-4.08M22.001.000.10-0.20M21.001.001.250.25-0.31VS-401(0.15x0.50)M21.002.001.200.15-0.36M22.002.004.15-0.508.30M21.002.004.150.15-1.25VS-402(0.25x0.35)M21.002.001.200.25-0.60M22.002.004.15-0.355.81M21.002.004.150.25-2.08VS-403(0.15x0.35)M21.002.001.200.25-0.60M22.002.004.15-0.355.81M21.002.004.150.25-2.08VS-404(0.15x0.50)M21.002.001.200.15-0.36M21.002.001.20-0.501.20M22.002.00-0.150.500.30M21.002.001.20-0.330.79M21.002.004.150.15-1.25M22.002.00-0.150.500.30M21.002.004.15-0.504.15M21.002.004.15-0.332.74VA-401(0.15x0.50)M22.002.005.95-0.5011.90CORTE X-XM21.001.0011.75-0.556.46M21.001.0011.750.15-1.76M21.001.0011.75-0.384.47M21.002.00-0.150.550.17CORTE Y-YM21.002.008.560.15-2.57M21.002.008.56-0.172.91M21.001.0011.750.15-1.76M21.001.0011.75-0.172.00M21.002.003.55-0.171.21M21.002.003.550.15-1.07VCH-401(0.30x0.17)M21.001.0011.750.30-3.5305.05.03ACERO DE REFUERZO FY=4,200KG/CM2 EN VIGASKG3,434.13(Ver Formato de metrados de acero)KG05.06.00LOSAS ALIGERADAS05.06.01CONCRETO F'C=210KG/CM2 EN LOSAS ALIGERADASM322.10TERCER PISOA-1M32.0014.004.250.100.151.79M31.0014.003.750.100.150.79M31.0014.003.650.100.150.77M31.002.004.252.830.051.20M31.001.003.752.830.050.53M31.001.003.652.830.050.52M31.002.004.252.930.051.24M31.001.003.752.930.050.55M31.001.003.652.930.050.53A-2M32.008.004.250.100.151.02M31.008.003.750.100.150.45M31.008.003.650.100.150.44M31.002.004.253.230.051.37M31.001.003.753.230.050.60M31.001.003.653.230.050.59CUARTO PISOA-3M31.002.001.108.140.050.89M31.002.004.258.140.053.46M31.002.001.103.550.050.39M31.002.004.253.550.051.51M31.0027.0010.700.120.103.4705.06.02ENCOFRADO Y DESENCOFRADO EN LOSAS ALIGERADASM2456.54TERCER PISOA-1M21.002.004.252.83-24.01M21.001.003.752.83-10.59M21.001.003.652.83-10.31M21.004.004.252.93-49.72M21.004.003.752.93-43.88M21.004.003.652.93-42.71A-2M21.004.004.253.23-54.83M21.004.003.753.23-48.38M21.004.003.653.23-47.09CUARTO PISOA-3M31.002.001.108.14-17.90M31.002.004.258.14-69.15M31.002.001.103.55-7.81M31.002.004.253.55-30.1705.06.03ACERO DE REFUERZO FY=4,200KG/CM2 EN LOSAS ALIGERADASKG2,178.07(Ver Formato de metrados de acero)KG05.06.04BLOQUE DE ETSAPOL DE 0.15x0.30x1.20UND352.00A-1UND56.004.00---224.00A-2UND32.004.00---128.0005.06.04BLOQUE DE ETSAPOL DE 0.12x0.30x1.20UND270.00A-3UND27.0010.00---270.0005.07.00PROSCENIO05.07.01CONCRETO F'C=175KG/CM2 EN PROSCENIOM31.57Aula 1M32.001.006.551.600.081.5705.07.02ENCOFRADO Y DESENCOFRADO EN PROSCENIOM215.08Aula 1M22.004.001.451.30-15.0805.07.03MURO ASENTADO DE CANTO EN PROSCENIOM24.95Aula 1M22.001.006.60-0.384.9505.07.04MURO ASENTADO DE SOGA EN PROSCENIOM23.04Aula 1M22.003.001.35-0.383.0405.07.05ACERO DE REFUERZO FY=4,200KG/CM2 EN PROSCENIOKG204.17(Ver Formato de metrados de acero)KG06.00.00MUROS Y TABIQUES DE ALBAILERIA06.01.00MURO ASENTADO TIPO SOGAM2260.26TERCER PISOEje F-FM21.001.005.75-2.9516.96Eje H-HM21.001.005.75-2.9516.96Eje H'-H'M21.001.002.08-3.306.85Eje I-IM21.001.005.75-2.9516.96Eje I'-I'M21.001.002.08-3.306.85Eje J-JM21.001.005.75-2.9516.96M21.001.003.25-0.250.81Eje 1-1M21.002.004.15-1.3511.21M21.001.003.65-2.559.31M21.001.003.55-2.559.05Eje 1'-1'M21.002.001.58-3.3010.40Eje 2-2M21.002.004.15-2.1517.85M21.001.002.95-2.156.34M21.001.001.75-2.153.76M21.001.001.65-2.153.55Eje 3-3M21.002.004.15-0.252.08M21.001.003.65-0.250.91M21.001.003.55-0.250.89CUARTO PISOEje F-FM21.001.005.75-2.9516.96M21.001.002.69-2.69Eje H-HM21.001.005.75-2.9516.96M21.001.002.69-2.69Eje J-JM21.001.005.75-1.005.75M21.001.003.25-1.003.25Eje 1-1M21.002.004.15-1.3511.21M21.001.003.65-1.354.93M21.001.003.55-1.354.79Eje 2-2M21.002.004.15-2.1517.85Eje 3-3M21.002.004.15-1.008.30M21.001.003.65-1.003.65M21.001.003.55-1.003.5507.00.00REVOQUES, ENLUCIDOS Y MOLDADURAS07.01.00TARRAJEO DE MUROS07.01.01TARRAJEO RAYADO PRIMARIOM289.87En ContrazcaloEn AulasM22.001.0029.60-0.105.92En En corredorM22.001.007.80-0.101.56En ZcaloEn SS.HH.M21.002.0019.50-2.0078.00En LavoatoriosM21.002.003.05-0.603.66M21.002.003.05-0.100.61M21.002.000.60-0.100.1207.01.03TARRAJEO INTERIOR DE MUROSM2284.81TERCER PISOEn Muros de AlbaileraEje F-FM21.001.005.75-2.9516.96Eje H-HM21.001.005.75-2.9516.96M21.001.005.75-0.955.46Eje H'-H'M21.001.002.08-1.302.70M21.001.002.08-3.306.85Eje I-IM21.002.005.60-0.9510.64Eje I'-I'M21.001.002.08-1.302.70M21.001.002.08-3.306.85Eje J-JM21.001.005.75-0.955.46M21.001.003.25-0.250.81Eje 1-1M21.002.004.15-1.3511.21M21.001.003.65-0.552.01M21.001.003.55-0.551.95Eje 1'-1'M21.002.001.58-1.304.10M21.002.001.58-3.3010.40Eje 2-2M21.002.004.15-2.1517.85M21.002.002.95-2.1512.69M21.001.001.75-0.150.26M21.001.001.75-2.153.76M21.001.001.65-0.150.25M21.001.001.65-2.153.55Eje 3-3M21.002.004.15-0.252.08M21.001.003.65-0.250.91M21.001.003.55-0.250.89CUARTO PISOEje F-FM21.001.005.75-2.9516.96M21.001.002.69-2.69Eje H-HM21.002.005.75-2.9533.93M21.002.002.69-5.37Eje J-JM21.001.005.75-1.005.75M21.001.003.25-1.003.25Eje 1-1M21.002.004.15-1.3511.21M21.001.003.65-1.003.65M21.001.003.55-1.003.55Eje 2-2M22.002.004.15-2.1535.69Eje 3-3M21.002.004.15-1.008.30M21.001.003.65-1.003.65M21.001.003.55-1.003.5507.01.04TARRAJEO EXTERIOR DE MUROSM2TERCER PISOEn Muros de Albailera93.54Eje J-JM21.001.005.65-2.9516.67M21.001.002.13-0.250.53Eje 1-1M21.002.004.15-1.3511.21M21.001.003.65-2.559.31M21.001.003.55-2.559.05Eje 3-3M21.002.004.15-0.252.08M21.001.003.65-0.250.91M21.001.003.55-0.250.89CUARTO PISOEje J-JM21.001.005.75-1.005.75M21.001.003.25-1.003.25Eje 1-1M21.002.004.15-1.3511.21M21.001.003.65-1.003.65M21.001.003.55-1.003.55Eje 3-3M21.002.004.15-1.008.30M21.001.003.65-1.003.65M21.001.003.55-1.003.5507.01.05VESTIDURA DE DERRAMESM95.00TERCER PISOEn Muros de AlbaileraEn Eje 1-1M1.002.004.15--8.30M1.001.003.65--3.65M1.001.003.55--3.55En Eje 2-2M1.001.004.15--4.15M1.001.002.95--2.95M1.001.001.75--1.75M1.001.001.65--1.65En Eje 3-3M1.002.004.15--8.30M1.001.003.65--3.65M1.001.003.55--3.55En Eje J-JM1.001.003.13--3.13CUARTO PISOEn Muros de AlbaileraEn Eje 1-1M1.002.004.15--8.30M1.001.003.65--3.65M1.001.003.55--3.55En Eje 2-2M1.001.004.15--4.15M1.001.002.95--2.95M1.001.001.75--1.75M1.001.001.65--1.65En Eje 3-3M1.002.004.15--8.30M1.001.003.65--3.65M1.001.003.55--3.55En Eje J-JM1.001.003.13--3.13M1.001.005.75--5.7507.02.00TARRAJEO DE COLUMNAS07.02.01TARRAJEO SUPERFICIAL DE COLUMNAS (INCL. VESTIDURA DE ARISTAS)M296.94TERCER PISOInters. 1-FM21.001.000.45-3.501.58M21.001.000.20-7.701.54M21.001.000.15-2.350.35Inters. 1-GM21.001.000.15-3.500.53M21.001.000.55-2.351.29M21.002.000.55-7.708.47Inters. 1-HM21.001.000.55-3.501.93M21.001.000.40-3.301.32M21.001.000.15-1.800.27M21.001.000.15-0.600.09Inters. 1-IM21.001.000.55-3.501.93M21.001.000.40-3.301.32M21.002.000.15-0.600.18Inters. 1-JM21.001.000.80-3.502.80M21.001.000.30-3.300.99M21.001.000.15-0.600.09Inters. 2-FM21.001.000.70-3.302.31M21.001.000.15-1.000.15Inters. 2-GM21.001.001.10-3.303.63M21.002.000.15-1.000.30Inters. 2-HM21.001.001.10-3.303.63M21.001.000.15-1.000.15Inters. 2-IM21.001.001.25-3.304.13M21.002.000.15-1.000.30Inters. 2-JM21.001.000.35-3.501.22M21.001.000.75-3.302.47M21.001.000.15-1.000.15Inters. 3-FM21.001.000.70-3.302.31M21.001.000.35-3.501.22Inters. 3-GM21.001.001.05-3.303.47M21.001.000.35-3.501.22Inters. 3-HM21.001.001.05-3.303.47M21.001.000.35-3.501.22Inters. 3-IM21.001.001.05-3.303.47M21.001.000.35-3.501.22Inters. 3-JM21.001.000.70-3.502.45M21.001.000.70-3.302.31CUARTO PISOInters. 1-FM21.001.000.45-3.751.69M21.001.000.15-1.800.27M21.001.000.45-3.501.58Inters. 1-GM21.001.000.55-3.752.06M21.002.000.15-1.800.54M21.001.000.55-3.501.93Inters. 1-HM21.001.000.55-3.752.06M21.001.000.15-1.800.27M21.001.000.40-3.501.40M21.001.000.15-2.500.38Inters. 1-IM21.001.000.55-1.000.55M21.001.000.55-1.000.55Inters. 1-JM21.001.000.80-1.000.80M21.001.000.20-1.000.20Inters. 2-FM21.001.000.65-3.502.28M21.001.000.15-1.000.15Inters. 2-GM21.001.001.10-3.503.85M21.001.000.15-1.000.15Inters. 2-HM21.001.001.25-3.504.38Inters. 2-JM21.001.000.35-1.000.35M21.001.000.75-1.000.75Inters. 3-FM21.001.000.35-1.000.35M21.001.000.75-1.000.75Inters. 3-GM21.001.000.35-1.000.35M21.001.000.75-1.000.75Inters. 3-HM21.001.000.35-1.000.35M21.001.000.75-1.000.75Inters. 3-IM21.001.000.35-1.000.35M21.001.000.75-1.000.75Inters. 3-JM21.001.000.70-1.000.70M21.001.000.20-1.000.2007.03.00TARRAJEO DE VIGAS07.03.01TARRAJEO SUPERFICIAL DE VIGAS (INCL. VESTIDURA DE ARISTAS)M2169.55TERCER PISOVP-101 (0.25x0.55)eje (F-F) y (J-J)M21.002.005.651.15-13.00M21.002.003.080.65-4.00VP-102 (0.25x0.55)eje (G-G), eje (H-H) y eje (I-I)M21.003.005.650.95-16.10M21.003.003.080.45-4.15VS-103 (0.15x0.50)eje (3-3)M21.001.0015.500.95-14.73VS-102 (0.25x0.35)eje (2-2)M21.001.0015.500.55-8.53VS-101 (0.25x0.35)eje (1-1)M21.001.0015.500.75-11.63CUARTO PISOVP-401(0.25x0.50)M21.002.000.900.25-0.45M22.002.000.13-0.50M21.002.005.950.25-2.98M22.002.005.950.34-8.16M22.002.000.10-0.40M21.002.001.250.25-0.62VP-402(0.25x0.50)M21.001.000.900.25-0.23M22.001.000.13-0.25M21.001.005.950.25-1.49M22.001.005.950.34-4.08M22.001.000.10-0.20M21.001.001.250.25-0.31VS-401(0.15x0.50)M21.002.001.200.15-0.36M22.002.004.15-0.508.30M21.002.004.150.15-1.25VS-402(0.25x0.35)M21.002.001.200.25-0.60M22.002.004.15-0.355.81M21.002.004.150.25-2.08VS-403(0.15x0.35)M21.002.001.200.25-0.60M22.002.004.15-0.355.81M21.002.004.150.25-2.08VS-404(0.15x0.50)M21.002.001.200.15-0.36M21.002.001.20-0.501.20M22.002.00-0.150.500.30M21.002.001.20-0.330.79M21.002.004.150.15-1.25M22.002.00-0.150.500.30M21.002.004.15-0.504.15M21.002.004.15-0.332.74VA-401(0.15x0.50)M22.002.005.95-0.5011.90CORTE X-XM21.001.0011.75-0.556.46M21.001.0011.750.15-1.76M21.001.0011.75-0.384.47M21.002.00-0.150.550.17CORTE Y-YM21.002.008.560.15-2.57M21.002.008.56-0.172.91M21.001.0011.750.15-1.76M21.001.0011.75-0.172.00M21.002.003.55-0.171.21M21.002.003.550.15-1.07VCH-401(0.30x0.17)M21.001.0011.750.30-3.5308.00.00CIELORRASOS08.01.00TARRAJEO DE CIELORRASOSM2456.54TERCER PISOA-1M21.002.004.252.83-24.01M21.001.003.752.83-10.59M21.001.003.652.83-10.31M21.004.004.252.93-49.72M21.004.003.752.93-43.88M21.004.003.652.93-42.71A-2M21.004.004.253.23-54.83M21.004.003.753.23-48.38M21.004.003.653.23-47.09CUARTO PISOA-3M31.002.001.108.14-17.90M31.002.004.258.14-69.15M31.002.001.103.55-7.81M31.002.004.253.55-30.1709.00.00PISOS Y PAVIMENTOS09.01.00CONTRAPISO DE 2"M2318.28TERCER PISOEn AulasM21.001.008.856.25-55.31En SS.HH.M21.001.007.856.25-49.06En CorredorM21.001.0017.103.23-55.15CUARTO PISOEn AulaM21.001.008.856.25-55.31En Sector para antenaM21.001.007.856.40-50.24En CorredorM21.001.0017.033.13-53.2009.02.00PISO DE LOSETA VENECIANA 0.30m.x0.30m.M2110.63TERCER PISOEn AulasM21.001.008.856.25-55.31CUARTO PISOEn AulasM21.001.008.856.25-55.3109.03.00PISO DE LOSETA TIPO CHANCACA 0.20m.x0.20m.M2108.35TERCER PISOEn CorredorM21.001.0017.103.23-55.15CUARTO PISOEn CorredorM21.001.0017.033.13-53.2009.07.00PISO DE CEMENTO PULIDO S/COLOREARM250.24CUARTO PISOEn Sector para antenaM21.001.007.856.40-50.2410.00.00CONTRAZOCALOS10.01.00CONTRAZOCALO DE LOSETA VENECIANA 0.10m.x0.30m.M59.20TERCER PISOEn AulasM1.001.0029.60--29.60CUARTO PISOEn AulasM1.001.0029.60--29.6010.02.00CONTRAZOCALO DE CEMENTO PULIDO H=0.15m.M15.60TERCER PISOEn En corredorM1.001.007.80--7.80CUARTO PISOEn En corredorM1.001.007.80--7.8011.00.00ZOCALOS11.01.00ZOCALOS DE CERAMICO 0.20m.x0.30m.M282.39TERCER PISOEn SS.HH.M21.002.0019.50-2.0078.00En LavoratoriosM21.002.003.05-0.603.66M21.002.003.05-0.100.61M21.002.000.60-0.100.1212.00.00CARPINTERIA DE MADERA12.01.00PUERTAS12.01.01PUERTAS DE MADERA CEDROM213.33TERCER PISOEn aulasM21.001.00-1.202.152.58En SS.HH.M21.002.00-0.952.154.09En ServiciosM21.002.00-0.952.154.09CUARTO PISOEn aulasM21.001.00-1.202.152.5813.00.00CARPINTERIA DE ALUMINIO13.01.00VENTANAS13.01.01VENTANA PIVOT CON VIDRIO TEMPLADO 4mm.M275.28TERCER PISOEje 1-1M21.002.004.15-1.8014.94M21.001.003.65-1.003.65M21.001.003.55-1.003.55Eje 2-2M21.002.004.15-1.008.30M21.001.003.65-1.003.65M21.001.003.55-1.003.55CUARTO PISOEje 1-1M21.002.004.15-1.8014.94M21.001.003.65-1.003.65M21.001.003.55-1.003.55Eje 2-2M21.002.004.15-1.008.30M21.001.003.65-1.003.65M21.001.003.55-1.003.5515.00.00CERRAJERIAS15.01.00BISAGRAS15.01.01BISAGRAS CAPUCHINAS DE ALUMINIO DE 4"x3"UND24.00TERCER PISOUND5.004.00---20.00CUARTO PISOUND1.004.00---4.0015.02.00CERRADURAS15.02.01CERRADURAS PARA PUERTAS PRINCIPALES DE 3 GOLPESUND6.00TERCER PISOUND5.001.00---5.00CUARTO PISOUND1.001.00---1.0016.00.00PINTURA16.01.00PINTURA DE CIELORRASO CON LATEX LAVABLEM2456.54TERCER PISOA-1M21.002.004.252.83-24.01M21.001.003.752.83-10.59M21.001.003.652.83-10.31M21.004.004.252.93-49.72M21.004.003.752.93-43.88M21.004.003.652.93-42.71A-2M21.004.004.253.23-54.83M21.004.003.753.23-48.38M21.004.003.653.23-47.09CUARTO PISOA-3M31.002.001.108.14-17.90M31.002.004.258.14-69.15M31.002.001.103.55-7.81M31.002.004.253.55-30.1716.02.00PINTURA EN INTERIORES CON LATEX LAVABLEM2472.23TERCER PISOEn Muros de AlbaileraEje F-FM21.001.005.75-2.9516.96Eje H-HM21.001.005.75-2.9516.96M21.001.005.75-0.955.46Eje H'-H'M21.001.002.08-1.302.70M21.001.002.08-3.306.85Eje I-IM21.002.005.60-0.9510.64Eje I'-I'M21.001.002.08-1.302.70M21.001.002.08-3.306.85Eje J-JM21.001.005.75-0.955.46M21.001.003.25-0.250.81Eje 1-1M21.002.004.15-1.3511.21M21.001.003.65-0.552.01M21.001.003.55-0.551.95Eje 1'-1'M21.002.001.58-1.304.10M21.002.001.58-3.3010.40Eje 2-2M21.002.004.15-2.1517.85M21.002.002.95-2.1512.69M21.001.001.75-0.150.26M21.001.001.75-2.153.76M21.001.001.65-0.150.25M21.001.001.65-2.153.55Eje 3-3M21.002.004.15-0.252.08M21.001.003.65-0.250.91M21.001.003.55-0.250.89DerramesEn Eje 1-1M1.002.004.15-0.151.25M1.001.003.65-0.150.55M1.001.003.55-0.150.53En Eje 2-2M1.001.004.15-0.150.62M1.001.002.95-0.150.44M1.001.001.75-0.150.26M1.001.001.65-0.150.25En Eje 3-3M1.002.004.15-0.151.25M1.001.003.65-0.150.55M1.001.003.55-0.150.53En Eje J-JM1.001.003.13-0.150.47ColumnasInters. 1-FM21.001.000.20-7.701.54M21.001.000.15-2.350.35Inters. 1-GM21.001.000.55-2.351.29M21.002.000.55-7.708.47Inters. 1-HM21.001.000.40-3.301.32M21.001.000.15-1.800.27M21.001.000.15-0.600.09Inters. 1-IM21.001.000.40-3.301.32M21.002.000.15-0.600.18Inters. 1-JM21.001.000.30-3.300.99M21.001.000.15-0.600.09Inters. 2-FM21.001.000.70-3.302.31M21.001.000.15-1.000.15Inters. 2-GM21.001.001.10-3.303.63M21.002.000.15-1.000.30Inters. 2-HM21.001.001.10-3.303.63M21.001.000.15-1.000.15Inters. 2-IM21.001.001.25-3.304.13M21.002.000.15-1.000.30Inters. 2-JM21.001.000.75-3.302.47M21.001.000.15-1.000.15Inters. 3-FM21.001.000.70-3.302.31Inters. 3-GM21.001.001.05-3.303.47Inters. 3-HM21.001.001.05-3.303.47Inters. 3-IM21.001.001.05-3.303.47Inters. 3-JM21.001.000.70-3.502.45M21.001.000.70-3.302.31VigasVP-101 (0.25x0.55)eje (F-F) y (J-J)M21.001.005.650.60-3.39M21.001.003.080.30-0.92VP-102 (0.25x0.55)eje (G-G), eje (H-H) y eje (I-I)M21.003.005.650.95-16.10M21.003.003.080.45-4.15VS-103 (0.15x0.50)eje (3-3)M21.001.0015.500.45-6.98VS-102 (0.25x0.35)eje (2-2)M21.001.0015.500.55-8.53VS-101 (0.25x0.35)eje (1-1)M21.001.0015.500.30-4.65CUARTO PISOMuros de AlbaileraEje F-FM21.001.005.75-2.9516.96M21.001.002.69-2.69Eje H-HM21.002.005.75-2.9533.93M21.002.002.69-5.37Eje J-JM21.001.005.75-1.005.75M21.001.003.25-1.003.25Eje 1-1M21.002.004.15-1.3511.21M21.001.003.65-1.003.65M21.001.003.55-1.003.55Eje 2-2M22.002.004.15-2.1535.69Eje 3-3M21.002.004.15-1.008.30M21.001.003.65-1.003.65M21.001.003.55-1.003.55COLUMNASInters. 1-FM21.001.000.15-1.800.27M21.001.000.45-3.501.58Inters. 1-GM21.002.000.15-1.800.54M21.001.000.55-3.501.93Inters. 1-HM21.001.000.15-1.800.27M21.001.000.40-3.501.40M21.001.000.15-2.500.38Inters. 1-IM21.001.000.55-1.000.55Inters. 1-JM21.001.000.20-1.000.20Inters. 2-FM21.001.000.65-3.502.28M21.001.000.15-1.000.15Inters. 2-GM21.001.001.10-3.503.85M21.001.000.15-1.000.15Inters. 2-HM21.001.001.25-3.504.38Inters. 2-JM21.001.000.75-1.000.75Inters. 3-FM21.001.000.75-1.000.75Inters. 3-GM21.001.000.75-1.000.75Inters. 3-HM21.001.000.75-1.000.75Inters. 3-IM21.001.000.75-1.000.75Inters. 3-JM21.001.000.20-1.000.20VIGASVP-401(0.25x0.50)M21.002.000.900.25-0.45M22.002.000.13-0.50M21.002.005.950.25-2.98M22.002.005.950.34-8.16M22.002.000.10-0.40M21.002.001.250.25-0.62VP-402(0.25x0.50)M21.001.000.900.25-0.23M22.001.000.13-0.25M21.001.005.950.25-1.49M22.001.005.950.34-4.08M22.001.000.10-0.20M21.001.001.250.25-0.31VS-401(0.15x0.50)M21.002.001.200.15-0.36M21.002.004.150.15-1.25VS-402(0.25x0.35)M21.002.001.200.25-0.60M22.002.004.15-0.355.81M21.002.004.150.25-2.08VS-403(0.15x0.35)M21.002.001.200.25-0.60M22.002.004.15-0.355.81M21.002.004.150.25-2.08VS-404(0.15x0.50)M21.002.001.200.15-0.36M22.002.00-0.150.500.30M21.002.001.20-0.330.79M21.002.004.150.15-1.25M22.002.00-0.150.500.30M21.002.004.15-0.504.15M21.002.004.15-0.332.74VA-401(0.15x0.50)M22.002.005.95-0.5011.90VCH-401(0.30x0.17)M21.001.0011.750.30-3.5316.03.00PINTURA EN EXTERIORES CON LATEX LAVABLEM2171.71TERCER PISOEn Muros de AlbaileraEje J-JM21.001.005.65-2.9516.67M21.001.002.13-0.250.53Eje 1-1M21.002.004.15-1.3511.21M21.001.003.65-2.559.31M21.001.003.55-2.559.05Eje 3-3M21.002.004.15-0.252.08M21.001.003.65-0.250.91M21.001.003.55-0.250.89COLUMNASInters. 1-FM21.001.000.45-3.501.58Inters. 1-GM21.001.000.15-3.500.53Inters. 1-HM21.001.000.55-3.501.93Inters. 1-IM21.001.000.55-3.501.93Inters. 1-JM21.001.000.80-3.502.80Inters. 2-JM21.001.000.35-3.501.22Inters. 3-FM21.001.000.35-3.501.22Inters. 3-GM21.001.000.35-3.501.22Inters. 3-HM21.001.000.35-3.501.22Inters. 3-IM21.001.000.35-3.501.22Inters. 3-JM21.001.000.70-3.502.45VIGASVP-101 (0.25x0.55)eje (F-F) y (J-J)M21.001.005.650.55-3.11M21.001.003.080.35-1.08VS-103 (0.15x0.50)eje (3-3)M21.001.0015.500.50-7.75VS-101 (0.25x0.35)eje (1-1)M21.001.0015.500.35-5.43CUARTO PISOMuros de AlbaileraEje J-JM21.001.005.75-1.005.75M21.001.003.25-1.003.25Eje 1-1M21.002.004.15-1.3511.21M21.001.003.65-1.003.65M21.001.003.55-1.003.55Eje 3-3M21.002.004.15-1.008.30M21.001.003.65-1.003.65M21.001.003.55-1.003.55COLUMNASInters. 1-FM21.001.000.45-3.751.69Inters. 1-GM21.001.000.55-3.752.06Inters. 1-HM21.001.000.55-3.752.06Inters. 1-IM21.001.000.55-1.000.55Inters. 1-JM21.001.000.80-1.000.80Inters. 2-JM21.001.000.35-1.000.35Inters. 3-FM21.001.000.35-1.000.35Inters. 3-GM21.001.000.35-1.000.35Inters. 3-HM21.001.000.35-1.000.35Inters. 3-IM21.001.000.35-1.000.35Inters. 3-JM21.001.000.70-1.000.70VIGASVS-401(0.15x0.50)M22.002.004.15-0.508.30VS-404(0.15x0.50)M21.002.001.20-0.501.20CORTE X-XM21.001.0011.75-0.556.46M21.001.0011.750.15-1.76M21.001.0011.75-0.384.47M21.002.00-0.150.550.17CORTE Y-YM21.002.008.560.15-2.57M21.002.008.56-0.172.91M21.001.0011.750.15-1.76M21.001.0011.75-0.172.00M21.002.003.55-0.171.21M21.002.003.550.15-1.0716.04.00PINTURA DE PUERTAS AL BARNIZM226.66TERCER PISOEn aulasM22.001.00-1.202.155.16En SS.HH.M22.002.00-0.952.158.17En ServiciosM22.002.00-0.952.158.17CUARTO PISOEn aulasM21.002.00-1.202.155.1618.00.00INSTALACIONES ELECTRICAS18.01.00SALIDAS PARA INSTALACIONES ELECTRICAS18.01.01SALIDAS PARA CENTRO DE LUZPTO30.00PTO1.0030.00---30.0018.01.02SALIDAS PARA TOMACORRIENTESPTO28.00PTO1.0028.00---28.0018.01.03SALIDAS PARA VENTILACIONPTO8.00PTO1.008.00---8.0018.02.00CANALIZACIONES Y/O TUBERIAS18.02.01TUBERIA PVC SEL P/INST. ELECTRICAS 25MM.M22.00En Tablero de DistribucinM1.001.0022.00--22.0018.02.01TUBERIA PVC SEL P/INST. ELECTRICAS 20MM.M217.50En AlumbradoM1.001.00121.40--121.10En TomacorrientesM1.001.0064.10--64.10En VentilacinM1.001.0032.00--32.3018.03.00CONDUCTORES Y/O CABLES18.03.01CONDUCTOR SOLIDO TW DE 2.5mm2M284.60En AlumbradoM1.001.00284.60--284.6018.03.02CONDUCTOR SOLIDO TW DE 4.0mm2M286.20En TomacorrientesM1.001.00204.60--204.60En VentilacinM1.001.0081.60--81.6018.03.03CONDUCTOR SOLIDO TW DE 10.0mm2M50.00En Tablero de DistribucinM1.001.0050.00--50.0018.04.00TABLEROS ELECTRICOS18.04.01TABLEROS DE DISTRIBUCION TD-02UND1.00En AulasUND1.001.00---1.0018.04.02TABLEROS DE DISTRIBUCION TD-03UND1.00UND1.001.00---1.0018.05.00ARTEFACTOS18.05.01LUMINARIA DE REGILLA DE 2X40WUND20.00En aulasUND1.0020.00---20.0018.05.02FLUORESCENTE CIRCULAR DE 32w (EQUIPO COMPLETO)UND10.00En CorredorUND1.0010.00---10.0018.05.03EQUIPO DE VENTILACION DE 3 ASPASUND0.0019.00.00APARATOS Y ACCESORIOS SANITARIOS19.01.00APARATOS SANITARIOS19.01.01INODORO CON FLUXOMETRO(INCL. ACCESORIOS COMPLETOS)PZA1.006.006.006.0019.01.02LAVATORIO DE OVALINPZA1.006.00---6.006.0019.01.03URINARIO DE LOSAPZA1.003.00---3.003.0020.00.00INSTALACIONES SANITARIAS INTERNAS20.01.00SALIDAS DE DESAGUE Y VENTILACION20.01.01SALIDA DE VENTILACIONPTO1.008.00---8.008.0020.01.02SALIDA DE DESAGUEPTO1.0021.00---21.0021.0020.02.00SALIDA DE AGUA20.02.01SALIDA DE AGUA FRIAPTO1.0015.00---15.0015.0020.03.00REDES DE DISTRIBUCION20.03.01RED DE AGUA POTABLE DE 1/2"M1.0010.00---10.0010.0020.03.02RED DE AGUA POTABLE DE 3/4"M1.008.00---8.008.0020.03.03RED DE DESAGUE DE 2"M1.0010.0010.0010.0020.03.04RED DE DESAGUE DE 4"M1.009.009.009.0021.00.00INSTALACIONES SANITARIAS EXTERNAS21.01.00TANQUE ELEVADO21.01.01INSTALACION DE TANQUE ELEVADOUND1.001.001.001.0021.01.02ACCESORIOS DE CISTERNA Y TANQUE ELEVADOGLB1.001.001.001.0022.00.00VARIOS22.01.00JUNTAS22.01.01JUNTAS DE TEKNOPORT Y SELLANTE SIKAFLEX DE 1"M46.80TERCER PISOEn Eje 1-1M1.004.00--1.355.40M1.004.00--2.5510.20En Eje 2-2M1.008.00--2.1517.20CUARTO PISOEn Eje 1-1M1.004.00--1.355.40En Eje 2-2M1.004.00--2.158.6022.01.02JUNTAS DE TEKNOPORT Y SELLANTE SIKAFLEX DE 2"M20.50TERCER PISOM2.001.00--3.507.00M1.001.00--3.253.25CUARTO PISOM2.001.00--3.507.00M1.001.00--3.253.2523.00.00LIMPIEZA FINAL DE OBRA23.01.00LIMPIEZA FINAL DE OBRAM2446.21M21.002.0018.2512.23-446.21

FORMATO BFORMATO DE METRADO DE ACEROPROYECTO: AMPLIACION DE AULAS DE LA FACULTAD DE INGENIERIA DE SISTEMAS E INFORMATICA - C.U.METRADOS: BLOCK I - TERCER Y CUARTO PISOFECHA: OCTUBRE 2008ITEMDESCRIPCIONN DE VECESACERO CORRUGADOLONGITUD TOTALPARCIALTOTALCANT. (PULG)LONG.(m)N161/4"3/8"1/2"5/8"3/4"1"05.04.00COLUMNAS05.04.05ACERO DE REFUERZO FY=4,200KG/CM2 EN COLUMNAS4,456.74ColumnasEje F-FC-181.0014.003/4"9.000.000.000.000.000.00126.000.00283.501.0046.003/8"1.500.000.0069.000.000.000.000.0038.641.00644.00N160.30193.200.000.000.000.000.000.003.09C-151.0012.005/8"9.000.000.000.000.00108.000.000.00172.801.0056.003/8"1.500.000.0084.000.000.000.000.0047.041.00672.00N160.30201.600.000.000.000.000.000.003.23C-131.0012.003/4"4.500.000.000.000.000.0054.000.00121.501.0012.005/8"4.500.000.000.000.0054.000.000.0086.401.0046.003/8"1.500.000.0069.000.000.000.000.0038.641.00552.00N160.30165.600.000.000.000.000.000.002.65Eje G-GC-181.0014.003/4"9.000.000.000.000.000.00126.000.00283.501.0046.003/8"1.500.000.0069.000.000.000.000.0038.641.00644.00N160.30193.200.000.000.000.000.000.003.09C-151.0012.005/8"9.000.000.000.000.00108.000.000.00172.801.0056.003/8"1.500.000.0084.000.000.000.000.0047.041.00672.00N160.30201.600.000.000.000.000.000.003.23C-131.0012.003/4"4.500.000.000.000.000.0054.000.00121.501.0012.005/8"4.500.000.000.000.0054.000.000.0086.401.0046.003/8"1.500.000.0069.000.000.000.000.0038.641.00552.00N160.30165.600.000.000.000.000.000.002.65Eje H-HC-191.0014.003/4"9.000.000.000.000.000.00126.000.00283.501.0046.003/8"1.500.000.0069.000.000.000.000.0038.641.00644.00N160.30193.200.000.000.000.000.000.003.09C-161.0012.005/8"9.000.000.000.000.00108.000.000.00172.801.0046.003/8"1.500.000.0069.000.000.000.000.0038.641.00552.00N160.30165.600.000.000.000.000.000.002.65C-141.0012.003/4"4.500.000.000.000.000.0054.000.00121.501.0012.005/8"4.501.0046.003/8"1.500.000.0069.000.000.000.000.0038.641.00552.00N160.30165.600.000.000.000.000.000.002.65Eje I-IC-19'1.0014.003/4"9.000.000.000.000.000.00126.000.00283.501.0033.003/8"1.500.000.0049.500.000.000.000.0027.721.00462.00N160.30138.600.000.000.000.000.000.002.22C-16'1.0012.005/8"9.000.000.000.000.00108.000.000.00172.801.0033.003/8"1.500.000.0049.500.000.000.000.0027.721.00396.00N160.30118.800.000.000.000.000.000.001.90C-14'1.0012.003/4"9.000.000.000.000.000.00108.000.00243.001.0033.003/8"1.500.000.0049.500.000.000.000.0027.721.00396.00N160.30118.800.000.000.000.000.000.001.90Eje J-JC-201.0012.003/4"9.000.000.000.000.000.00108.000.00243.001.0033.003/8"1.500.000.0049.500.000.000.000.0027.721.00396.00N160.30118.800.000.000.000.000.000.001.90C-171.0012.003/4"9.000.000.000.000.000.00108.000.00243.001.0033.003/8"1.800.000.0059.400.000.000.000.0033.261.00396.00N160.30118.800.000.000.000.000.000.001.90C-121.0012.005/8"9.000.000.000.000.00108.000.000.00172.801.0033.003/8"1.800.000.0059.400.000.000.000.0033.261.00396.00N160.30118.800.000.000.000.000.000.001.90ColumnetasTERCER PISOC-104.006.001/2"4.360.000.000.00104.640.000.000.00106.734.0020.003/8"1.000.000.0080.000.000.000.000.0044.804.00120.00N160.30144.000.000.000.000.000.000.002.30C-114.004.001/2"2.000.000.000.0032.000.000.000.0032.644.009.003/8"0.800.000.0028.800.000.000.000.0016.134.0036.00N160.3043.200.000.000.000.000.000.000.694.004.001/2"3.200.000.000.0051.200.000.000.0052.224.0014.003/8"0.800.000.0044.800.000.000.000.0025.094.0056.00N160.3067.200.000.000.000.000.000.001.088.004.001/2"2.800.000.000.0089.600.000.000.0091.398.0012.003/8"0.800.000.0076.800.000.000.000.0043.018.0048.00N160.30115.200.000.000.000.000.000.001.84CUARTO PISOC-102.006.001/2"4.360.000.000.0052.320.000.000.0053.372.0020.003/8"1.000.000.0040.000.000.000.000.0022.402.00120.00N160.3072.000.000.000.000.000.000.001.15C-114.004.001/2"2.000.000.000.0032.000.000.000.0032.644.009.003/8"0.800.000.0028.800.000.000.000.0016.134.0036.00N160.3043.200.000.000.000.000.000.000.694.004.001/2"2.800.000.000.0044.800.000.000.0045.704.0012.003/8"0.800.000.0038.400.000.000.000.0021.504.0048.00N160.3057.600.000.000.000.000.000.000.9205.05.00VIGAS05.05.03ACERO DE REFUERZO FY=4,200KG/CM2 EN VIGAS3,434.13TERCER PISOVP-201(0.25x0.55)4.002.001/2"11.140.000.000.0089.120.000.000.0090.902.002.001/2"10.700.000.000.0042.800.000.000.0043.664.002.001/2"7.030.000.000.0056.240.000.000.0057.363.002.001/2"2.160.000.000.0012.960.000.000.0013.222.002.001/2"1.780.000.000.007.120.000.000.007.262.002.001/2"1.980.000.000.007.920.000.000.008.082.002.001/2"3.950.000.000.0015.800.000.000.0016.123.002.001/2"3.000.000.000.0018.000.000.000.0018.361.002.001/2"2.130.000.000.004.260.000.000.004.354.002.001/2"1.330.000.000.0010.640.000.000.0010.8533.002.003/8"1.700.000.00112.200.000.000.000.0062.8322.002.003/8"1.200.000.0052.800.000.000.000.0029.5755.002.003/8"0.500.000.0055.000.000.000.000.0030.8038.002.003/8"0.500.000.0038.000.000.000.000.0021.28396.002.00N160.30237.600.000.000.000.000.000.003.80176.002.00N160.30105.600.000.000.000.000.000.001.69136.002.00N160.3081.600.000.000.000.000.000.001.3163.002.00N160.3037.800.000.000.000.000.000.000.60VP-202(0.25x0.55)4.003.001/2"11.140.000.000.00133.680.000.000.00136.352.003.001/2"10.700.000.000.0064.200.000.000.0065.484.003.001/2"7.030.000.000.0084.360.000.000.0086.053.003.001/2"2.160.000.000.0019.440.000.000.0019.832.003.001/2"1.980.000.000.0011.880.000.000.0012.122.003.001/2"3.950.000.000.0023.700.000.000.0024.173.003.001/2"3.000.000.000.0027.000.000.000.0027.541.003.001/2"2.130.000.000.006.390.000.000.006.523.003.001/2"1.330.000.000.0011.970.000.000.0012.212.003.001/2"1.100.000.000.006.600.000.000.006.7333.003.003/8"1.700.000.00168.300.000.000.000.0094.2522.003.003/8"1.200.000.0079.200.000.000.000.0044.3555.003.003/8"0.500.000.0082.500.000.000.000.0046.2038.003.003/8"0.500.000.0057.000.000.000.000.0031.92396.003.00N160.30356.400.000.000.000.000.000.005.70176.003.00N160.30158.400.000.000.000.000.000.002.53129.003.00N160.30116.100.000.000.000.000.000.001.8668.003.00N160.3061.200.000.000.000.000.000.000.98VS-203 (0.15x0.50)2.001.001/2"19.880.000.000.0039.760.000.000.0040.562.001.001/2"19.200.000.000.0038.400.000.000.0039.172.001.001/2"20.160.000.000.0040.320.000.000.0041.132.002.001/2"1.630.000.000.006.520.000.000.006.652.005.001/2"2.750.000.000.0027.500.000.000.0028.052.002.001/2"2.850.000.000.0011.400.000.000.0011.6327.004.003/8"1.400.000.00151.200.000.000.000.0084.6727.004.003/8"0.300.000.0032.400.000.000.000.0018.14216.004.00N160.30259.200.000.000.000.000.000.004.1566.004.00N160.3079.200.000.000.000.000.000.001.27VS-202 (0.25x0.35)3.001.001/2"19.660.000.000.0058.980.000.000.0060.163.001.001/2"20.000.000.000.0060.000.000.000.0061.202.002.001/2"1.520.000.000.006.080.000.000.006.202.005.001/2"2.750.000.000.0027.500.000.000.0028.052.002.001/2"2.850.000.000.0011.400.000.000.0011.6327.004.003/81.300.000.000.000.000.000.000.000.00216.004.00N160.30259.200.000.000.000.000.000.004.1566.004.00N160.3079.200.000.000.000.000.000.001.27VS-201(0.25x0.35)3.001.001/2"19.660.000.000.0058.980.000.000.0060.163.001.001/2"20.000.000.000.0060.000.000.000.0061.202.002.001/2"1.520.000.000.006.080.000.000.006.202.003.001/2"2.750.000.000.0016.500.000.000.0016.8327.004.003/8"1.300.000.00140.400.000.000.000.0078.62216.004.00N160.30259.200.000.000.000.000.000.004.1540.004.00N160.3048.000.000.000.000.000.000.000.77VCH-201(0.30x0.20)6.001.001/2"19.200.000.000.00115.200.000.000.00117.5027.004.003/8"1.100.000.00118.800.000.000.000.0066.53216.004.00N160.30259.200.000.000.000.000.000.004.15CUARTO 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Metrados Total

Metrados General

Metrados Final.xlsx

metrados propuestaFINAL

METRADOS ESTRUCTURAS

Metrados 28 de Julio-Actualizado

 · 1.1-Explica e interpreta los formatos usados en los metrados; así como el Reglamento de Metrados (Estructuras). 1.2-Realiza los metrados de las partidas de estructuras. 2- Realzar

METRADOS ALCANTARILLADO

Metrados Moras

Metrados Upt

METRADOS CONSTRUCCIONES

METRADOS MULTIDEPORTIVA

Formatos de Metrados Vacíos

METRADOS PRESUPUESTO

Metrados acero

metrados 2

metrados en Edificaicones Norma de Metrados

Metrados Cedro

Final Metrados

METRADOS IIEE

KM 754e-20170808114408ftp.regionhuanuco.gob.pe/regulations/2017/005/...METRADOS Metrados de Arquitectura Metrados de Estructuras Metrados de Instalaciones eléctricas Metrados de Instalaciones

Metrados Terminal

4.- METRADOS

SINDUC METRADOS

metrados inicial

METRADOS COCHARCAS

Metrados Plaza

METRADOS MODIFICADOS

Formatos de Metrados 1

Consolidado Metrados

METRADOS YANARICO

METRADOS (DINAMICO

Metrados William

METRADOS CARGA

Metrados Llucanayacu