metrado-sensico
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HOJA DE METRADOS ITEM DESCRIPCION UND Nº DIMENSIONES PARCIAL VECES LARGO ANCHO ALTURA 01 ESTRUCTURAS 01.01 OBRAS PROVISIONALES 01.01.01 CONSTRUCCIONES PROVISIONALES 01.01.01.01 OFICINAS glb 1.00 1.00 01.01.01.02 CARTEL DE IDENTIFICACION DE LA OBRA DE 3.60 X 2.40 m u 1.00 1.00 01.01.01.03 ALMACEN Y GUARDIANIA m2 1.00 10.00 5.00 50.00 01.01.01.04 CERCO PERIMETRICO PARA OBRA ml 1.00 95.50 95.50 01.01.01.05 SERVICIOS HIGIENICOS glb 1.00 1.00 01.01.02 INSTALACIONES PROVISIONALES 01.01.02.01 AGUA PARA A CONSTRUCCION glb 1.00 1.00 01.01.02.02 DESAGUE PARA LA CONSTRUCCION glb 1.00 1.00 01.01.02.03 ENERGIA ELECTRICA glb 1.00 1.00 01.01.03 TRABAJOS PRELIMINARES 01.01.03.01 LIMPIEZA DEL TERRENO 01.01.03.01.Eliminacion de basura y elementos livianos m3 1.00 30.50 11.75 358.38 01.01.03.02 ELIMINACION DE OBSTRUCCIONES 01.01.03.02.Eliminacion de elementos enterrados pza 1.00 1.00 01.01.04 TRAZO, NIVELES Y REPLANTEO 01.01.04.01 TRAZO Y REPLANTEO PRELIMINAR m2 1.00 30.50 11.75 358.38 01.01.04.02 TRAZO Y REPLANTEO DURANTE EL PROCESO m2 1.00 30.50 11.75 358.38 01.02 MOVIMINETO DE TIERRAS 01.02.01 NIVELACION DEL TERRENO 01.02.01.01 NIVELACION m2 1.00 30.50 11.75 358.38 01.02.01.02 NIVELACION Y APISONADO m2 1.00 30.50 11.75 358.38 01.02.02 EXCAVACIONES 01.02.02.01 EXCAVACIONES MASIVAS m3 1.00 30.50 11.75 0.10 35.84 01.02.02.02 EXCAVACION DE ZANJAS PARA CIMIENTOS CORRIDOS m3 25.33 EJE A-A (Tramo 1-8) 1.00 17.45 0.50 0.80 6.98 EJE B-B (Tramo 1-8) 1.00 17.45 0.50 0.80 6.98 EJE A` (Tramo 1-2) 1.00 2.45 0.40 0.80 0.78 EJE A` (Tramo 2-3) 1.00 3.05 0.50 0.80 1.22 Cimiento para muro entre deposito y circulacion 1.00 3.95 0.40 0.80 1.26 Eje 1-1 (Tramo A-B) 1.00 3.51 0.50 0.80 1.40 Eje 2-2 (Tramo A-B) 1.00 3.23 0.40 0.80 1.03 Eje 3-3 (Tramo A-A`) 1.00 1.80 0.40 0.80 0.58 Eje 4-4 (Tramo A-B) 1.00 4.70 0.40 0.80 1.50 Eje 7-7 (Tramo A-B) 1.00 6.50 0.40 0.80 2.08 Eje 8-8 (Tramo A-B) 1.00 4.70 0.40 0.80 1.50 01.02.02.03 EXCAVACION PARA ZAPATAS HASTA 1.50 MT. m3 89.28 Z-1 4.00 1.80 1.80 1.60 20.74 Z-2 12.00 1.40 2.00 1.60 53.76 Z-3 3.00 1.40 2.20 1.60 14.78 01.02.02.04 EXCAVACION PARA CIMIENTO DE ESCALERA m3 01.02.03 RELLENOS 01.02.03.01 RELLENO CON MATERIAL PROPIO m3 106.62 EJE A-A (Tramo 1-8) 1.00 17.45 0.25 0.50 2.18 EJE B-B (Tramo 1-8) 1.00 17.45 0.25 0.50 2.18 EJE A` (Tramo 1-2) 1.00 2.45 0.25 0.50 0.31 EJE A` (Tramo 2-3) 1.00 3.05 0.25 0.50 0.38 Cimiento para muro entre deposito y circulacion 1.00 3.95 0.25 0.50 0.49 Eje 1-1 (Tramo A-B) 1.00 3.51 0.25 0.50 0.44 Eje 2-2 (Tramo A-B) 1.00 3.23 0.25 0.50 0.40 Eje 3-3 (Tramo A-A`) 1.00 1.80 0.25 0.50 0.23 Eje 4-4 (Tramo A-B) 1.00 4.70 0.25 0.50 0.59 Eje 7-7 (Tramo A-B) 1.00 6.50 0.25 0.50 0.81 Eje 8-8 (Tramo A-B) 1.00 4.70 0.25 0.50 0.59 EN ZAPATAS 3.00 1.20 1.30 1.40 6.55 Z-1 4.00 1.80 1.80 1.60 20.74 Z-2 12.00 1.40 2.00 1.60 53.76 Z-3 3.00 1.40 2.20 1.60 14.78 DESCUENTO COLUMNA C-1 4.00 0.19 0.90 0.68 C-2 12.00 0.25 0.50 0.90 1.35 C-3 3.00 0.25 0.25 0.90 0.17 01.02.04 ELIMINACION DE MATERIAL EXCEDENTE dprom = 30m. m3 1.00 21.46 ESPJ=25% 21.46 01.02.05 CONCRETO SIMPLE m3
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Transcript of metrado-sensico
METRADO GENERALHOJA DE METRADOS
ITEMDESCRIPCIONUNDNDIMENSIONESPARCIALTOTALVECESLARGOANCHOALTURA01ESTRUCTURAS3,090.1101.01OBRAS PROVISIONALES1,227.6301.01.01CONSTRUCCIONES PROVISIONALES148.5001.01.01.01OFICINASglb1.001.001.0001.01.01.02CARTEL DE IDENTIFICACION DE LA OBRA DE 3.60 X 2.40 mu1.001.001.0001.01.01.03ALMACEN Y GUARDIANIAm21.0010.005.0050.0050.0001.01.01.04CERCO PERIMETRICO PARA OBRAml1.0095.5095.5095.5001.01.01.05SERVICIOS HIGIENICOSglb1.001.001.0001.01.02INSTALACIONES PROVISIONALES3.0001.01.02.01AGUA PARA A CONSTRUCCIONglb1.001.001.0001.01.02.02DESAGUE PARA LA CONSTRUCCIONglb1.001.001.0001.01.02.03ENERGIA ELECTRICAglb1.001.001.0001.01.03TRABAJOS PRELIMINARES359.3801.01.03.01LIMPIEZA DEL TERRENO01.01.03.01.01Eliminacion de basura y elementos livianosm31.0030.5011.75358.38358.3801.01.03.02ELIMINACION DE OBSTRUCCIONES01.01.03.02.01Eliminacion de elementos enterradospza1.001.001.0001.01.04TRAZO, NIVELES Y REPLANTEO716.7501.01.04.01TRAZO Y REPLANTEO PRELIMINARm21.0030.5011.75358.38358.3801.01.04.02TRAZO Y REPLANTEO DURANTE EL PROCESOm21.0030.5011.75358.38358.3801.02MOVIMINETO DE TIERRAS1,862.4801.02.01NIVELACION DEL TERRENO716.7501.02.01.01NIVELACIONm21.0030.5011.75358.38358.3801.02.01.02NIVELACION Y APISONADOm21.0030.5011.75358.38358.3801.02.02EXCAVACIONES150.4501.02.02.01EXCAVACIONES MASIVASm31.0030.5011.750.1035.8435.8401.02.02.02EXCAVACION DE ZANJAS PARA CIMIENTOS CORRIDOSm325.3325.33EJE A-A (Tramo 1-8)1.0017.450.500.806.98EJE B-B (Tramo 1-8)1.0017.450.500.806.98EJE A` (Tramo 1-2)1.002.450.400.800.78EJE A` (Tramo 2-3)1.003.050.500.801.22Cimiento para muro entre deposito y circulacion1.003.950.400.801.26Eje 1-1 (Tramo A-B)1.003.510.500.801.40Eje 2-2 (Tramo A-B)1.003.230.400.801.03Eje 3-3 (Tramo A-A`)1.001.800.400.800.58Eje 4-4 (Tramo A-B)1.004.700.400.801.50Eje 7-7 (Tramo A-B)1.006.500.400.802.08Eje 8-8 (Tramo A-B)1.004.700.400.801.5001.02.02.03EXCAVACION PARA ZAPATAS HASTA 1.50 MT.m389.2889.28Z-14.001.801.801.6020.74Z-212.001.402.001.6053.76Z-33.001.402.201.6014.7801.02.02.04EXCAVACION PARA CIMIENTO DE ESCALERAm301.02.03RELLENOS01.02.03.01RELLENO CON MATERIAL PROPIOm3106.62106.62EJE A-A (Tramo 1-8)1.0017.450.250.502.18EJE B-B (Tramo 1-8)1.0017.450.250.502.18EJE A` (Tramo 1-2)1.002.450.250.500.31EJE A` (Tramo 2-3)1.003.050.250.500.38Cimiento para muro entre deposito y circulacion1.003.950.250.500.49Eje 1-1 (Tramo A-B)1.003.510.250.500.44Eje 2-2 (Tramo A-B)1.003.230.250.500.40Eje 3-3 (Tramo A-A`)1.001.800.250.500.23Eje 4-4 (Tramo A-B)1.004.700.250.500.59Eje 7-7 (Tramo A-B)1.006.500.250.500.81Eje 8-8 (Tramo A-B)1.004.700.250.500.59EN ZAPATAS3.001.201.301.406.55Z-14.001.801.801.6020.74Z-212.001.402.001.6053.76Z-33.001.402.201.6014.78DESCUENTO COLUMNAC-14.000.190.900.68C-212.000.250.500.901.35C-33.000.250.250.900.1701.02.04ELIMINACION DE MATERIAL EXCEDENTE dprom = 30m.m31.0021.46ESPJ=25%21.4621.4601.02.05 CONCRETO SIMPLEm3194.44
01.02.05.01CONCRETO CIMIENTO CORRIDO 1:10 + 30% P.G.9.50EJE A-A1.005.840.400.701.64EJE B-B (Tramo 1-4)1.001.860.400.700.52EJE B-B (Tramo 4-5)1.008.200.450.702.58EJE C-C1.002.630.450.700.83Eje 1-1 (Tramo A-B)1.001.240.450.700.39Eje 2-2 (Tramo B-C)1.002.410.450.700.76Eje 3-3 (Tramo A-B)1.001.240.450.700.39Eje 3-3 (Tramo B-C)1.001.990.450.700.63Eje 4-4 (Tramo A-B)1.001.240.450.700.39Eje 4-4 (Tramo B-C)1.003.850.400.701.08Eje 5-51.001.050.400.700.2901.02.05.02CONCRETO SOBRECIMIENTO 1:8+25% P.M.3.22EJE A-A1.0012.250.250.300.92EJE B-B (Tramo 1-4)1.006.690.150.300.30EJE B-B (Tramo 4-5)1.002.430.150.300.11EJE C-C1.0012.250.250.300.92Eje 1-1 (Tramo A-B)1.000.000.150.300.00Eje 2-2 (Tramo B-C)1.002.360.150.300.11Eje 3-3 (Tramo A-B)1.002.100.150.300.09Eje 3-3 (Tramo B-C)1.001.650.150.300.07Eje 4-4 (Tramo A-B)1.002.820.150.300.13Eje 4-4 (Tramo B-C)1.002.400.150.300.11Eje 5-51.006.200.250.300.4701.02.05.03ENCOFRADO Y DEDESENCOFRADO SOBRECIMIENTO HASTA 0.30 MT30.69EJE A-A2.0012.250.307.35EJE B-B (Tramo 1-4)2.006.690.304.01EJE B-B (Tramo 4-5)2.002.430.301.46EJE C-C2.0012.250.307.35Eje 1-1 (Tramo A-B)2.000.000.300.00Eje 2-2 (Tramo B-C)2.002.360.301.42Eje 3-3 (Tramo A-B)2.002.100.301.26Eje 3-3 (Tramo B-C)2.001.650.300.99Eje 4-4 (Tramo A-B)2.002.820.301.69Eje 4-4 (Tramo B-C)2.002.400.301.44Eje 5-52.006.200.303.7201.02.05.04SOLADO PARA ZAPATAS DE E=4"55.80Z-14.001.801.8012.96Z-212.001.402.0033.60Z-33.001.402.209.24
01.02.05.05FALSO PISO E=4"Area total1.0095.2395.2395.2301.02.06CONCRETO ARMADO11,239.6701.02.06.01ZAPATAS 01.02.06.01.01CONCRETO f`c=210KG/CM2 ZAP.Zapata Z-14.001.801.800.702.279.07Zapata Z-212.001.801.400.701.7621.17Zapata Z-35.001.201.200.701.015.04NZAPATASNBARRASLONGFACTORPARCIALTOTAL01.02.06.01.02ACERO fy =4200kg/cm2zapata Z-14.005/8" en X11.001.701.6029.92119.685/8" en y16.001.701.6043.52174.08zapata Z-212.005/8" en X12.001.301.6024.96299.525/8" en y9.001.701.6024.48293.76zapata Z-35.001/2" en X8.001.101.028.9844.881/2" en y8.001.101.028.9844.88VECESLARGOANCHOALTOPARCIALTOTAL01.02.06.02COLUMNAS01.02.06.02.01COLUMNAS DE CONCRETO FC=210KG/CM2C-14.000.662.64A0.500.253.100.39B0.350.253.100.27C-212.000.500.253.100.394.65C-35.000.250.253.100.190.97C-48.000.150.153.100.070.56c-51.000.250.153.100.120.1201.02.06.02.02COLUMNAS ENCOFRADO Y DESENCOFRADOC-1a4.000.503.101.556.20b4.000.603.101.867.44c4.000.253.100.783.10d4.000.353.101.094.34C-2a36.000.253.100.7827.90C-3a46.000.253.100.7835.65C-4a22.000.153.100.4710.23c-5a2.000.153.100.470.93NCOLUMNASNBARRASLONGFACTORPARCIALTOTAL01.02.06.02.03COLUMNAS ACERO FY=4200KG/CM2C-14.003/4"8.004.502.2581.00324.005/8"2.004.501.6014.4057.603/8"estribos64.001.400.5044.80179.20C-212.003/4"4.004.502.2540.50486.005/8"4.004.501.6028.80345.603/8"estribos32.001.400.5022.40268.80C-35.005/8"4.004.501.6028.80144.003/8"estribos22.001.000.5011.0055.00C-48.001/2"2.004.501.029.1873.441/4"estribos0.250.252.00c-51.001/2"2.004.501.029.189.181/4"estribos0.250.250.25
01.02.06.03VIGAS01.02.06.03.01CONCRETO EN VIGAS F'C=210 KG/CM201.02.06.03.02VIGAS PRINCIPALES01.02.06.03.03EJE A-AVP -101 (0.25X0.30) 3.003.000.250.300.230.68VP -102 (0.25X0.60) 5.003.000.250.600.452.25VOLADIZOVP -101 (0.25X0.30) 2.001.000.250.300.080.15VP -102 (0.25X0.60) a3.001.000.250.600.150.45b1.000.500.250.600.080.08EJE A-BVP -101 (0.25X0.30) 3.005.000.250.300.381.13VP -102 (0.25X0.60) 5.0018.150.250.602.7213.61VOLADIZOVP -101 (0.25X0.30) 2.001.000.250.300.080.15VP -102 (0.25X0.60) a3.001.000.250.600.150.45b1.000.500.250.600.080.08EJE 3-AVP -103 (0.25X0.25) 2.003.100.250.250.190.39VIGAS SECUNDARIASEJE 1-2VS -101 (0.25X0.35) 2.003.850.250.350.340.67VS -102 (0.25X0.35) 1.004.100.250.350.360.36EJE 2-3VS -101 (0.25X0.35) 2.004.000.250.350.350.70VS -102 (0.25X0.35) 1.004.000.250.350.350.35EJE 3-4VS -101 (0.25X0.35) 2.004.000.250.350.350.70VS -103 (0.25X0.30) 2.004.000.250.300.300.60EJE 4-5VS -101 (0.25X0.35) 2.003.750.250.350.330.66EJE 5-6VS -101 (0.25X0.35) 2.003.750.250.350.330.66EJE 6-7VS -101 (0.25X0.35) 2.003.750.250.350.330.66EJE 7-8VS -101 (0.25X0.35) 2.003.150.250.350.280.5501.02.07 ENCOFRADO Y DESENCOFRADO EN VIGAS1,981.6601.02.07.01VIGAS PRINCIPALESEJE A-AVP -101 (0.25X0.30) a6.005.000.050.251.50b2.000.900.200.180.36VP -102 (0.25X0.60) a10.003.000.351.0510.50b1.002.000.200.400.40c3.003.000.200.601.8001.02.07.02VOLADIZOVP -101 (0.25X0.30) a4.001.000.050.050.20b2.000.250.050.010.03VP -102 (0.25X0.60) a3.001.000.200.200.60b1.000.500.200.100.10EJE A-BVP -101 (0.25X0.30) a6.005.000.050.251.50b1.001.350.200.270.27VP -102 (0.25X0.60) a10.003.000.351.0510.50b3.003.000.200.601.80VOLADIZOVP -101 (0.25X0.30) a4.001.000.050.050.20b2.000.250.050.010.03VP -102 (0.25X0.60) a3.001.000.200.200.60b1.000.500.200.100.10EJE 3-AVP -103 (0.25X0.25) a4.003.000.200.602.4001.02.07.03VIGAS SECUNDARIASEJE 1-2VS -101 (0.25X0.35) 2.003.850.100.390.77VS -102 (0.25X0.35) a2.004.100.100.410.82b1.001.000.200.200.20EJE 2-3VS -101 (0.25X0.35) 3.004.000.100.401.20VS -102 (0.25X0.35) 2.004.000.100.400.80EJE 3-4VS -101 (0.25X0.35) a4.004.000.100.401.60b2.002.000.200.400.80VS -103 (0.25X0.30) 2.004.000.050.200.40EJE 4-5VS -101 (0.25X0.35) 3.003.750.100.381.13EJE 5-6VS -101 (0.25X0.35) 2.003.750.100.380.75EJE 6-7VS -101 (0.25X0.35) 2.003.750.100.380.75EJE 7-8VS -101 (0.25X0.35) 2.003.150.100.320.6301.02.07.04 ACERO FY=4200KG/CM2NCOLUMNASNBARRASLONGFACTORPARCIALTOTALVIGA PRINCIPALEJE 1,2,3VP -101 (0.25X0.30) 3.001/2"2.0010.811.0222.0566.165/8"2.0018.801.6060.16180.483/8"estribos57.001.000.5028.5085.50EJE 3,4VP -103 (0.25X0.25) 2.001/2"1.0017.901.0218.2636.523/8"estribos19.001.000.509.5019.00EJE 4,5,6,7.8VP -102 (0.25X0.60) 5.003/4"2.0011.402.2551.30256.505/8"2.0011.601.6037.12185.603/8"estribos108.001.400.5075.60378.00VIGA SECUNDARIAEJE A-BVS -101 (0.25X0.35) 2.001/2"2.0092.001.02187.68375.363/8"estribos191.001.200.50114.60229.20EJE AVS -102 (0.25X0.35) 1.001/2"2.0029.201.0259.5759.573/8"estribos58.001.200.5034.8034.80EJE ENTRE 3-4VS -103 (0.25X0.30) 1.001/2"1.0017.901.0218.2618.263/8"estribos28.001.000.5014.0014.0001.02.08LOSA ALIGERADA01.02.08.01CONCRETO F'C=210 KG/CM2AreaKPao 11.0011.480.091.031.03Pao21.0012.200.091.101.10Pao 33.0011.430.091.033.09Pao 41.0012.400.091.121.12Pao 5 1.0010.860.090.980.98Pao 63.0013.000.091.173.51Pao 72.0013.800.091.242.48Pao 81.0014.400.091.301.30Pao 93.004.000.090.361.08Pao101.009.900.090.890.89Pao 111.001.900.090.170.17Pao 122.002.300.090.210.41Pao 13 2.002.700.090.240.49Pao 142.002.500.090.230.45Pao 151.000.800.090.070.0701.02.08.02ACERO VIGUETASNCOLUMNASNBARRASLONGFACTORPARCIALPao 1A3.001/2"1.008.701.028.8726.623/8"1.002.900.501.454.35Pao 2,3,4A3.001/2"1.0035.151.0235.85107.563/8"1.0012.750.506.3819.13Pao 5,6,7,8 A3.001/2"1.0036.701.0237.43112.303/8"1.0018.900.509.4528.35Pao 10A3.001/2"1.008.101.028.2624.793/8"1.002.400.501.203.6001.02.08.03ACERO DE TEMPERATURATRAMO11/4"8.002.800.250.705.60TRAMO2m21/4"8.003.450.250.866.90TRAMO31/4"7.003.450.250.866.04TRAMO4,5,6,7,81/4"34.006.500.251.6355.25TRAMO91/4"m27.002.500.250.634.3801.02.09 ENCOFRADO Y DESENCOFRADO1,883.07AreaPao 11.0011.4811.48Pao21.0012.2012.20Pao 33.0011.4334.29Pao 41.0012.4012.40Pao 5 1.0010.8610.86Pao 63.0013.0039.00Pao 72.0013.8027.60Pao 81.0014.4014.40Pao 93.004.0012.00Pao101.009.909.90Pao 111.001.901.90Pao 122.002.304.60Pao 13 2.002.705.40Pao 142.002.505.00Pao 151.000.800.8001.02.09.01BLOQUETASAreaKPao 1m21.0011.488.3311.4895.63Pao21.0012.208.3312.20101.63Pao 33.0011.438.3334.29285.64Pao 41.0012.408.3312.40103.29Pao 5 1.0010.868.3310.8690.46Pao 63.0013.008.3339.00324.87Pao 72.0013.808.3327.60229.91Pao 81.0014.408.3314.40119.95Pao 93.004.008.3312.0099.96Pao101.009.908.339.9082.47Pao 111.001.908.331.9015.83Pao 122.002.308.334.6038.32Pao 13 2.002.708.335.4044.98Pao 142.002.508.335.0041.65Pao 151.000.808.330.806.6602ARQUITECTURA1,146.9201.02 ARQUITECTURA01.02.01MUROS Y TABIQUES DE ALBAILERIAm2155.5401.02.01.01MURO DE LADRILLO K.K. - CABEZA85.92EJE A-A1.0012.252.7733.93EJE B-B1.0012.252.7733.93Eje 5-51.006.202.7717.17Descuento VentanaV11.000.700.400.28V2m21.001.500.400.6001.02.01.02MURO DE LADRILLO K.K. - SOGA69.62EJE B-B (Tramo 1-4)1.006.692.7718.53EJE B-B (Tramo 4-5)1.002.432.776.73Eje 1-1 (Tramo A-B)1.000.002.770.00Eje 2-2 (Tramo A`-B)1.002.362.776.54Eje 3-3 (Tramo A-B)1.002.102.775.82Eje 3-3 (Tramo A-B)1.001.652.774.57Eje 4-4 (Tramo A-B)1.002.822.777.81Eje 4-4 (Tramo A-C)1.002.402.776.65V11.001.332.773.68V21.001.651.772.92V31.001.801.773.19V41.001.801.773.1901.02.02REVOQUES Y ENLUCIDOSm2368.3001.02.02.01TARRAJEO INTERIOR (MORTERO 1:5)135.77EJE B-B (Tramo 1-4)2.006.692.7737.06EJE B-B (Tramo 4-5)2.002.432.7713.46Eje 1-1 (Tramo A-B)2.000.002.770.00Eje 2-2 (Tramo B-C)2.002.362.7713.07Eje 3-3 (Tramo A-B)2.002.102.7711.63Eje 3-3 (Tramo B-C)2.001.652.779.14Eje 4-4 (Tramo A-B)2.002.822.7715.62Eje 4-4 (Tramo B-C)2.002.402.7713.30V12.000.700.400.56V26.001.500.403.60V31.001.801.773.19V4m23.001.651.778.76V52.001.801.776.3701.02.02.02TARRAJEO EXTERIOR (MORTERO 1:5)85.0484.16EJE A-A1.0012.252.7733.93EJE C-C1.0012.252.7733.93Eje 5-51.006.202.7717.17Descuento Ventana0.88V11.000.700.400.28V21.001.500.400.60m201.02.02.03TARRAJEO EN COLUMNAS56.67C-13.000.253.522.643.000.503.525.28C-27.000.903.5222.187.000.903.5222.18C-3m25.000.253.524.4001.02.02.04TARRAJEO EN VIGAS36.90VP 1 (.25x.40)LATERAL5.004.150.408.30FONDO5.004.150.408.30VCH (.25x.20)LATERAL5.002.650.202.65FONDO5.002.650.202.65VCH 100 (.25x.20)LATERAL3.0012.500.207.50FONDOML3.0012.500.207.5001.02.02.05VESTIDURA DE DERRAMES EN PUERTAS Y VENTANASPUERTA 32.32P13.002.002.6015.60P23.000.802.606.24P31.000.802.602.08P7m27.000.602.008.40
VENTANA22.48V12.000.700.400.56V26.001.500.403.60V31.001.801.773.19V43.001.651.778.76V52.001.801.776.37
01.02.03CONTRAZOCALO14.1001.02.03.01CONTRAZOCALO DE CEMENTO S/COLOREAR, H=0.30 M. - EXTERIORZocalo en general2.0023.500.3014.1014.1001.02.04ZOCALOm295.2301.02.05PISOS Y PAVIMENTOSm201.02.05.01PISO DE CONCRETO PULIDO Y COLOREADO E=10 CMArea total1.0095.2395.2395.2301.02.06CARPINTERIA DE MADERA54.8001.02.06.01PUERTAS DE MADERA DE CEDRO32.32P13.002.002.6015.60P23.000.802.606.24P31.000.802.602.08P7m27.000.602.008.4001.02.06.02VENTANA DE ALUMINIO NEGRO Y VIDRIO CRUDO 6mm22.48V12.000.700.400.56V26.001.500.403.60V31.001.801.773.19V43.001.651.778.76V52.001.801.776.3701.02.07CERRAJERIAu28.0001.02.07.01BISAGRA CAPUCHINAu14.0014.0001.02.07.02CERRADURA ALPHA PARA PUERTA EXTERIOR14.0014.0001.02.08CIELORASOm260.8801.02.08.01CIELORASOS DE BALDOSAS60.88Pao 11.006.206.3639.43Pao 21.006.203.2119.90Voladizo1.00Area=1.551.5501.02.09PINTURAm2370.0601.02.09.01PINTURA EN MUORS INTERIORES (MORTERO 1:5)113.29EJE B-B (Tramo 1-4)2.006.692.7737.06EJE B-B (Tramo 4-5)2.002.432.7713.46Eje 1-1 (Tramo A-B)2.000.002.770.00Eje 2-2 (Tramo B-C)2.002.362.7713.07Eje 3-3 (Tramo A-B)2.002.102.7711.63Eje 3-3 (Tramo B-C)2.001.652.779.14Eje 4-4 (Tramo A-B)2.002.822.7715.62Eje 4-4 (Tramo B-C)2.002.402.7713.30Descuento Ventana22.48V12.000.700.400.56V26.001.500.403.60V31.001.801.773.19V4m23.001.651.778.76V52.001.801.776.37
01.02.09.02PINTURA EN MUROS EXTERIORES (MORTERO 1:5)85.04EJE A-A1.0012.252.7733.93EJE C-C1.0012.252.7733.93Eje 5-51.006.202.7717.17Descuento Ventana0.88V1m21.000.700.400.28V21.001.500.400.60
01.02.09.03PINTURA EN COLUMNAS56.67C-13.000.253.522.643.000.503.525.28C-27.000.903.5222.187.000.903.5222.18C-3m25.000.253.524.4001.02.09.04PINTURA EN VIGAS36.90VP 1 (.25x.40)LATERAL5.004.150.408.30FONDO5.004.150.408.30VCH (.25x.20)LATERAL5.002.650.202.65FONDO5.002.650.202.65VCH 100 (.25x.20)LATERAL3.0012.500.207.50FONDOML3.0012.500.207.5001.02.09.05PINTURA EN DERRAMES DE PUERTAS Y VENTANASPUERTA 32.32P13.002.002.6015.60P23.000.802.606.24P31.000.802.602.08P77.000.602.008.40
VENTANA22.48V12.000.700.400.56V26.001.500.403.60V31.001.801.773.19V43.001.651.778.76V52.001.801.776.37
01.03INSTALACIONES ELECTRICASpto260.81260.8101.03.01SALIDAS49.0001.03.01.01SALIDA PARA CENTRO DE LUZ1.0031.0031.0001.03.01.02SALIDA DE TOMACORRIENTE1.008.008.0001.03.01.03SALIDA PARA INTERRUPTOR1.0010.0010.00m01.03.03CONDUCTORES Y/O CABLES176.8101.03.03.01CABLEADO CONDUCTOR CIRCUITO_21.0042.8242.82CIRCUITO_11.00133.99133.99
01.03.04TABLEROS Y CUCHILLAS3.0001.03.04.01TABLERO DISTRIBUCIONu1.001.0001.03.04.02TABLERO GENERALu1.001.0001.03.04.03MEDIDORu1.001.0001.03.05INSTALACION DE ARTEFACTOS31.0001.03.05.01LAMPARA DE 1 SALIDA 100W c/PROTECTORu1.0021.0021.0001.03.05.02FLUORESCENTE DOBLE 2X36W C/PANTALLAu1.0010.0010.0001.03.06POZO CON PUESTA A TIERRAu1.0001.03.06.01POZO CONEXIN A TIERRA1.001.0002.05INSTALACIONES SANITARIAS102.6002.05.01INSTALACIONES DE APARATOS SANITARIOS11.0002.05.01.01INSTALACION DE INODOROSu5.005.0002.05.01.02INSTALACION DE LAVADEROSu6.006.0002.05.02SISTEMA DE AGUA25.5002.05.02.01SALIDA DE AGUA FRIA CON TUBERIA PVC SAP DE 1/2"pto1.001.0002.05.02.02RED DE DISTRIBUCION DE AGUA FRIAML1.0024.5024.5002.05.02.03VALVULA DE COMPUERTA DE BRONCE DE 1/2"und1.0002.05.02.04CODO PVC SAP DE 1/2"X90und21.0021.0002.05.02.05TEE PVC SAP DE 1/2"und8.008.0002.05.03SALIDAS DE DESAGUE6.0002.05.03.02SALIDA DE PVC SAL P/VENTILACION DE 2"pto5.005.0002.05.03.03SALIDA DE PVC SAL P/DESAGUE DE 4"pto1.001.0002.05.04RED DE DISTRIBUCION DE DESAGUE29.1002.05.04.01TUBERIA PVC SAL DE 2"m1.0016.1016.1002.05.04.03TUBERIA PVC SAL DE 4"m1.0013.0013.0002.05.05ACCESORIO DE REDES DE DESAGUE31.0002.05.05.01CODO PVC SAL DE 4"X90pza5.005.0002.05.05.02YEE DE PVC SAL SP SIMPLE DE 2"und9.009.0002.05.05.03YEE DE PVC SAP SP RAMAL CON REDUCCION DE 4" A 2"und5.005.0002.05.05.04REGISTRO DE BRONCE DE 4"und2.002.0002.05.05.05SUMIDERO CON TRAMPA DE 2"und3.003.0002.05.05.06SOMBRERO DE VENTILACION PVC DE 2"und6.006.0002.05.05.07CAJA DE REGISTRO DE DESAGUE 12"X24"pza1.001.004,600.43
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