Planilla de Metrados La Union
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S&G CONSULT E.I.R.L. CONSULTORES, CONSTRUCTORES E INVERSIONES METRADOS DETALLADOS SUB PRESUPUESTO ESTRUCTURAS OBRA :CONSTRUCCIÓN DEL CENTRO COMERCIAL LA UNION PLANO N° :ESTRUCTURAS PROP. :ASOC. DE COMERCIANTES LA UNION NUEVA TACNA HECHO POR :S&G CONSUL E.I.R.L. FECHA :SETIEMBRE 2014 REVISADO POR :S&G CONSUL E.I.R.L. PARTIDA ESPECIFICACIONES UNID N° VECES MEDIDAS PARCIAL TOTAL LARGO ANCHO ALTURA 01 ESTRUCTURAS 01.01 OBRAS PROVISIONALES 01.01.01 CARTEL DE IDENTIFICACION DE LA OBRA 3.60 !."0 M. #$% 1.00 1.00 01.01.02 CASETA DE ALMACEN ' GUARDIANIA (2 !4.00 1.00 12.00 ).00 !4.00 01.01.03 SERVICIOS HIGIENICOS *+, 1.00 1.00 1.00 01.01.04 CERCO PERIMETRICO ( 200."4 1.00 200."4 200."4 01.02 TRABA-OS PRELIMINARES 01.02.01 LIMPIEA DE TERRENO MANUAL (2 2/46.31 1.00 2/46.31 2/46.31 01.02.02 TRAO/ NIVELES ' REPLANTEO (2 1.00 2/46.31 2/46.31 01.02.03 TRAO DURANTE LA E-ECUCION DE OBRA (2 2/46.31 1.00 2/46.31 2/46.31 01.03 SEGURIDAD/ SALUD ' MEDIO AMBIENTE 01. 03. 01 ELABORACION/ IMPLEMENTACION ' ADMINISTRACION DE PLAN DE SEGURIDAD ' SALUD EN TRABA *+, 1.00 1.00 01.03.02 E5UIPOS DE PROTECCION INDIVIDUAL #$% "0.00 "0.00 "0.00 01.03.03 E5UIPOS DE PROTECCION COLECTIVA *+, 1.00 1.00 01.03.04 SEALIACION TEMPORAL DE SEGURIDAD *+, 1.00 1.00 01.03.0" RECURSOS PARA RESPUESTAS ANTE EMERGENCIA *+, 1.00 1.00 01.04 MOVIMIENTO DE TIERRAS 01.04.01 E7CAVACION DE AN-AS (3 13.13 E7CAVACION PARA TAN5UE CISTERNA 1.00 ).)2 3.10 2.1" "1.4" E7CAVACION PARA MONTACARGA 2.00 3.32 3.20 2.30 4!.!) E7CAVACION MANUAL PARA APATAS 1 23.00 1.0 1.)0 1." 144.!) 2 12.00 1.)" 1."" 1." 63.4) 3 32.00 1.40 1.20 1." 104.!3 4 34.00 1.)0 1."0 1." 16.0) " !.00 1."" 1.3" 1." 32.64 6 4.00 1.)" 1.20 1." 16.3! ) 4.00 1."" 1.10 1." 13.30 C1 3.00 3.30 1.2" 1." 24.13 C2 2.00 3.10 1.2" 1." 1".11 3 1.00 3.61 1.64 1." 11."4 4 1.00 1.! 1.)0 1." 6."6 E7CAVACION MANUAL PARA CIMIENTOS E-E 2/3/4/"8AB/9L !.00 3.03 0.60 0." 13.!2 E-E )/!//10/11/12/138AB/9L 13.00 2.!3 0.60 0." 20.) E-E D/E/H/I81314 4.00 2."" 0.60 0." ".!1 E-E B/9812 2.00 1.!0 0.60 0." 2.0" E-E C/-812 2.00 2.0" 0.60 0." 2.34 E-E B/982" !.00 1.!" 0.60 0." !.44 E-E 3/4/"8BC/-9 ".00 1.30 0.60 0." 3.)1 E-E C/-823 2.00 1.3" 0.60 0." 1."4 E-E D/E/H/I812 4.00 2.66 0.60 0." 6.06 E-E D/E/H/I823 4.00 1.20 0.60 0." 2.)4 E-E GG812 1.00 3.2" 0.60 0." 1.!" E-E 228CF/G- 2.00 6."3 0.60 0." ).44 E-E )/!//10/11/128BC/-9 !.00 1.10 0.60 0." ".02 E-E !!8CC 1.00 1.!" 0.60 0." 1.0" E-E BB814 1.00 !.22 0.60 0." 4.6 E-E AA8)! 1.00 3.2" 0.60 0." 1.!" E-E CC8) 1.00 4.0 0.60 0." 2.) E-E C/-81214 2.00 3.02 0.60 0." 3.44 E-E 9981314 1.00 1."6 0.60 0." 0.! E-E 998)14 1.00 11.43 0.60 0." 6."2 E-E D/E/H/I81213 4.00 1.1" 0.60 0." 2.62 E-E GG81213 1.00 1."" 0.60 0." 0.!! E-E 13138G- 1.00 6.23 0.60 0." 3."" E-E 13138CF 1.00 6."3 0.60 0." 3.)2 E-E FF81314 1.00 3.03 0.60 0." 1.)3 E-E GG81314 1.00 2.42 0.60 0." 1.3! E-E B/D/H-/1 12.00 3.)" 0.60 0." 2".6" E-E C/I81 4.00 3.10 0.60 0." ).0) E-E ""8A9 2.00 ".1" 0.60 0." ".!) E-E 2/!8A9 4.00 3.33 0.60 0." )."! ENSANCHE DE CIMIENTO CENTRAL 20.00 1.0" 0." 0." 1!." ENSANCHE DE CIMIENTO LATERAL 32.00 1.00 0." 0." 2!.!! 01.04.02 NIVELACION INTERIOR ' APISONADO (3 ")".!" TAN5UE CISTERNA 1.00 ).)2 3.10 23.3
description
METRADO
Transcript of Planilla de Metrados La Union
ESTRUCTURASS&G CONSULT E.I.R.L.CONSULTORES, CONSTRUCTORES E INVERSIONESMETRADOS DETALLADOS SUB PRESUPUESTO ESTRUCTURASOBRA:CONSTRUCCIN DEL CENTRO COMERCIAL LA UNIONPLANO N:ESTRUCTURASPROP.:ASOC. DE COMERCIANTES LA UNION NUEVA TACNAHECHO POR:S&G CONSUL E.I.R.L.FECHA:SETIEMBRE 2014REVISADO POR:S&G CONSUL E.I.R.L.PARTIDAESPECIFICACIONESUNIDN VECESMEDIDASPARCIALTOTALLARGOANCHOALTURA01ESTRUCTURAS01.01OBRAS PROVISIONALES01.01.01CARTEL DE IDENTIFICACION DE LA OBRA 3.60 x 8.50 M.und0.01.001.0001.01.02CASETA DE ALMACEN Y GUARDIANIAm284.001.0012.007.0084.0001.01.03SERVICIOS HIGIENICOSglb1.001.001.0001.01.04CERCO PERIMETRICOm200.541.00200.54200.5401.02TRABAJOS PRELIMINARES01.02.01LIMPIEZA DE TERRENO MANUALm22,496.311.00area=2,496.312,496.3101.02.02TRAZO, NIVELES Y REPLANTEOm20.01.00area=2,496.312,496.3101.02.03TRAZO DURANTE LA EJECUCION DE OBRAm22,496.311.00area=2,496.312,496.3101.03SEGURIDAD, SALUD Y MEDIO AMBIENTE01.03.01ELABORACION, IMPLEMENTACION Y ADMINISTRACION DE PLAN DE SEGURIDAD Y SALUD EN TRABAJOglb0.01.001.0001.03.02EQUIPOS DE PROTECCION INDIVIDUALund50.0050.0050.0001.03.03EQUIPOS DE PROTECCION COLECTIVAglb0.01.001.0001.03.04SEALIZACION TEMPORAL DE SEGURIDADglb0.01.001.0001.03.05RECURSOS PARA RESPUESTAS ANTE EMERGENCIAglb0.01.001.0001.04MOVIMIENTO DE TIERRAS01.04.01EXCAVACION DE ZANJASm3913.13EXCAVACION PARA TANQUE CISTERNA1.007.723.102.1551.45EXCAVACION PARA MONTACARGA2.003.323.202.3048.87300005300EXCAVACION MANUAL PARA ZAPATAS4500Z-123.001.901.701.95144.875300Z-212.001.751.551.9563.474500Z-332.001.401.201.95104.8349600Z-434.001.701.501.95169.07992Z-58.001.551.351.9532.64Z-64.001.751.201.9516.38Z-74.001.551.101.9513.30ZC-13.003.301.251.9524.13ZC-22.003.101.251.9515.11Z-31.003.611.641.9511.54Z-41.001.981.701.956.56EXCAVACION MANUAL PARA CIMIENTOSEJE 2,3,4,5/A-B,K-L8.003.030.600.9513.82EJE 7,8,9,10,11,12,13/A-B,K-L13.002.830.600.9520.97EJE D,E,H,I/13-144.002.550.600.955.81EJE B,K/1-22.001.800.600.952.05EJE C,J/1-22.002.050.600.952.34EJE B,K/2-58.001.850.600.958.44EJE 3,4,5/B-C,J-K5.001.300.600.953.71EJE C,J/2-32.001.350.600.951.54EJE D,E,H,I/1-24.002.660.600.956.06EJE D,E,H,I/2-34.001.200.600.952.74EJE G-G/1-21.003.250.600.951.85EJE 2-2/C-F,G-J2.006.530.600.957.44EJE 7,8,9,10,11,12/B-C,J-K8.001.100.600.955.02EJE 8-8/C-C1.001.850.600.951.05EJE B-B/9-141.008.220.600.954.69EJE A-A/7-81.003.250.600.951.85EJE C-C/7-91.004.900.600.952.79EJE C,J/12-142.003.020.600.953.44EJE K-K/13-141.001.560.600.950.89EJE K-K/7-141.0011.430.600.956.52EJE D,E,H,I/12-134.001.150.600.952.62EJE G-G/12-131.001.550.600.950.88EJE 13-13/G-J1.006.230.600.953.55EJE 13-13/C-F1.006.530.600.953.72EJE F-F/13-141.003.030.600.951.73EJE G-G/13-141.002.420.600.951.38EJE B',D',H'J',1'-9'12.003.750.600.9525.65EJE C',I'/1'-9'4.003.100.600.957.07EJE 5'-5'/A'-K'2.005.150.600.955.87EJE 2',8'/A'-K'4.003.330.600.957.58ENSANCHE DE CIMIENTO CENTRAL20.001.050.950.9518.95ENSANCHE DE CIMIENTO LATERAL32.001.000.950.9528.8801.04.02NIVELACION INTERIOR Y APISONADOm3575.85TANQUE CISTERNA1.007.723.1023.93MONTACARGA2.003.323.2021.25ZAPATASZ-123.001.901.7074.29Z-212.001.751.5532.55Z-332.001.401.2053.76Z-434.001.701.5086.70Z-58.001.551.3516.74Z-64.001.751.208.40Z-74.001.551.106.82ZC-13.003.301.2512.38ZC-22.003.101.257.75Z-31.003.611.645.92Z-41.001.981.703.37CIMIENTO CORRIDOEJE 2,3,4,5/A-B,K-L8.003.030.6014.54EJE 7,8,9,10,11,12,13/A-B,K-L13.002.830.6022.07EJE D,E,H,I/13-144.002.550.606.12EJE B,K/1-22.001.800.602.16EJE C,J/1-22.002.050.602.46EJE B,K/2-58.001.850.608.88EJE 3,4,5/B-C,J-K5.001.300.603.90EJE C,J/2-32.001.350.601.62EJE D,E,H,I/1-24.002.660.606.38EJE D,E,H,I/2-34.001.200.602.88EJE G-G/1-21.003.250.601.95EJE 2-2/C-F,G-J2.006.530.607.84EJE 7,8,9,10,11,12/B-C,J-K8.001.100.605.28EJE 8-8/C-C1.001.850.601.11EJE B-B/9-141.008.220.604.93EJE A-A/7-81.003.250.601.95EJE C-C/7-91.004.900.602.94EJE C,J/12-142.003.020.603.62EJE K-K/13-141.001.560.600.94EJE K-K/7-141.0011.430.606.86EJE D,E,H,I/12-134.001.150.602.76EJE G-G/12-131.001.550.600.93EJE 13-13/G-J1.006.230.603.74EJE 13-13/C-F1.006.530.603.92EJE F-F/13-141.003.030.601.82EJE G-G/13-141.002.420.601.45EJE B',D',H'J',1'-9'12.003.750.6027.00EJE C',I'/1'-9'4.003.100.607.44EJE 5'-5'/A'-K'2.005.150.606.18EJE 2',8'/A'-K'4.003.330.607.98ENSANCHE DE CIMIENTOENSANCHE DE CIMIENTO CENTRAL20.001.050.9519.95ENSANCHE DE CIMIENTO LATERAL32.001.000.9530.4001.04.03RELLENO CON MATERIAL PROPIOm3403.35ZAPATASZ-123.00area=3.121.2086.04Z-212.00area=2.601.2037.44Z-332.00area=1.571.2060.19Z-434.00area=2.441.2099.45Z-58.00area=1.981.2019.01Z-64.00area=1.871.209.00Z-74.00area=1.621.207.75ZC-13.00area=3.921.2014.12ZC-22.00area=3.651.208.76Z-31.00area=5.501.206.60Z-41.00area=3.161.203.79CIMIENTO CORRIDOEJE 2,3,4,5/A-B,K-L8.003.030.450.303.27EJE 7,8,9,10,11,12,13/A-B,K-L13.002.830.450.304.97EJE D,E,H,I/13-144.002.550.450.301.38EJE B,K/1-22.001.800.450.300.49EJE C,J/1-22.002.050.450.300.55EJE B,K/2-58.001.850.450.302.00EJE 3,4,5/B-C,J-K5.001.300.450.300.88EJE C,J/2-32.001.350.450.300.36EJE D,E,H,I/1-24.002.660.450.301.44EJE D,E,H,I/2-34.001.200.450.300.65EJE G-G/1-21.003.250.450.300.44EJE 2-2/C-F,G-J2.006.530.450.301.76EJE 7,8,9,10,11,12/B-C,J-K8.001.100.450.301.19EJE 8-8/C-C1.001.850.450.300.25EJE B-B/9-141.008.220.450.301.11EJE A-A/7-81.003.250.450.300.44EJE C-C/7-91.004.900.450.300.66EJE C,J/12-142.003.020.450.300.82EJE K-K/13-141.001.560.450.300.21EJE K-K/7-141.0011.430.450.301.54EJE D,E,H,I/12-134.001.150.450.300.62EJE G-G/12-131.001.550.450.300.21EJE 13-13/G-J1.006.230.450.300.84EJE 13-13/C-F1.006.530.450.300.88EJE F-F/13-141.003.030.450.300.41EJE G-G/13-141.002.420.450.300.33EJE B',D',H'J',1'-9'12.003.750.450.306.08EJE C',I'/1'-9'4.003.100.450.301.67EJE 5'-5'/A'-K'2.005.150.450.301.39EJE 2',8'/A'-K'4.003.330.450.301.80ENSANCHE DE CIMIENTOENSANCHE DE CIMIENTO CENTRAL20.00area=0.720.304.32ENSANCHE DE CIMIENTO LATERAL32.00area=0.860.308.2601.04.04ACARREO DE MATERIAL EXCEDENTE DE EXCAVACIONESm3688.21Fact. Esponj.MATERIAL PROVENIENTE DE EXCAVACIONES1.00volumen=913.130.351,232.73RELLENO DE MATERIAL1.00volumen=403.350.35544.5201.04.05ELMINACION DE MATERIAL EXCENDENTEm3688.21ACARREO DE MATERIAL EXCEDENTE1.00volumen=688.2101.05OBRAS DE CONCRETO SIMPLE01.05.01SOLADO01.05.01.01SOLADO CONCRETO 1:12m2353.85ZAPATASZ-123.001.901.7074.29Z-212.001.751.5532.55Z-332.001.401.2053.76Z-434.001.701.5086.70Z-58.001.551.3516.74Z-64.001.751.208.40Z-74.001.551.106.82ZC-13.003.301.2512.38ZC-22.003.101.257.75Z-31.003.611.645.92Z-41.001.981.703.37TANQUE CISTERNA1.007.723.1023.93MONTACARGA2.003.323.2021.2501.05.02CIMIENTO CORRIDO01.05.02.01CONCRETO PARA CIMIENTO 1:10 +30% DE PG T MAX 6"m3177.60EJE 2,3,4,5/A-B,K-L8.003.030.600.8011.64EJE 7,8,9,10,11,12,13/A-B,K-L13.002.830.600.8017.66EJE D,E,H,I/13-144.002.550.600.804.90EJE B,K/1-22.001.800.600.801.73EJE C,J/1-22.002.050.600.801.97EJE B,K/2-58.001.850.600.807.10EJE 3,4,5/B-C,J-K5.001.300.600.803.12EJE C,J/2-32.001.350.600.801.30EJE D,E,H,I/1-24.002.660.600.805.11EJE D,E,H,I/2-34.001.200.600.802.30EJE G-G/1-21.003.250.600.801.56EJE 2-2/C-F,G-J2.006.530.600.806.27EJE 7,8,9,10,11,12/B-C,J-K8.001.100.600.804.22EJE 8-8/C-C1.001.850.600.800.89EJE B-B/9-141.008.220.600.803.95EJE A-A/7-81.003.250.600.801.56EJE C-C/7-91.004.900.600.802.35EJE C,J/12-142.003.020.600.802.90EJE K-K/13-141.001.560.600.800.75EJE K-K/7-141.0011.430.600.805.49EJE D,E,H,I/12-134.001.150.600.802.21EJE G-G/12-131.001.550.600.800.74EJE 13-13/G-J1.006.230.600.802.99EJE 13-13/C-F1.006.530.600.803.13EJE F-F/13-141.003.030.600.801.45EJE G-G/13-141.002.420.600.801.16EJE B',D',H'J',1'-9'12.003.750.600.8021.60EJE C',I'/1'-9'4.003.100.600.805.95EJE 5'-5'/A'-K'2.005.150.600.804.94EJE 2',8'/A'-K'4.003.330.600.806.38ENSANCHE DE CIMIENTO CENTRAL20.001.050.950.8015.96ENSANCHE DE CIMIENTO LATERAL32.001.000.950.8024.3201.05.03SOBRECIMIENTOS01.05.03.01CONCRETO PARA SOBRECIMIENTO 1:8 +25% DE PG T MAX 3"m335.79EJE 2,3,4,5/A-B,K-L8.004.280.150.502.57EJE 7,8,9,10,11,12,13/A-B,K-L13.004.280.150.504.17EJE D,E,H,I/13-144.003.660.150.501.10EJE B,K/1-22.003.050.150.500.46EJE C,J/1-22.003.050.150.500.46EJE B,K/2-46.003.100.150.501.40EJE B,K/4-52.002.970.150.500.45EJE 3,4,5/B-C,J-K6.002.550.150.501.15EJE C,J/2-32.002.350.150.500.35EJE D,E,H,I/1-24.003.680.150.501.10EJE D,E,H,I/2-34.002.200.150.500.66EJE G-G/1-21.003.640.150.500.27EJE 2-2/C-F,G-J2.009.300.150.501.40EJE 7,8,9,10,11,12/B-C,J-K9.002.550.150.501.72EJE 8-8/C-C1.004.000.150.500.30EJE B-B/9-141.0012.370.150.500.93EJE A-A/7-81.005.950.150.500.45EJE C-C/7-91.004.400.150.500.33EJE C,J/12-142.005.420.150.500.81EJE K-K/13-141.003.050.150.500.23EJE K-K/7-141.0021.620.150.501.62EJE D,E,H,I/12-134.003.660.150.501.10EJE G-G/12-131.002.200.150.500.16EJE 13-13/G-J1.009.300.150.500.70EJE 13-13/C-F1.009.300.150.500.70EJE F-F/13-141.003.660.150.500.27EJE G-G/13-141.003.220.150.500.24EJE B',D',H'J',1'-9'12.005.850.150.505.27EJE C',I'/1'-9'4.004.950.150.501.49EJE 5'-5'/A'-K'2.009.200.150.501.38EJE 2',8'/A'-K'4.008.600.150.502.5801.05.03.02ENCOFRADO PARA SOBRECIMIENTOm2477.21EJE 2,3,4,5/A-B,K-L8.004.281.0034.24EJE 7,8,9,10,11,12,13/A-B,K-L13.004.281.0055.64EJE D,E,H,I/13-144.003.661.0014.62EJE B,K/1-22.003.051.006.10EJE C,J/1-22.003.051.006.10EJE B,K/2-46.003.101.0018.60EJE B,K/4-52.002.971.005.94EJE 3,4,5/B-C,J-K6.002.551.0015.30EJE C,J/2-32.002.351.004.69EJE D,E,H,I/1-24.003.681.0014.70EJE D,E,H,I/2-34.002.201.008.78EJE G-G/1-21.003.641.003.64EJE 2-2/C-F,G-J2.009.301.0018.60EJE 7,8,9,10,11,12/B-C,J-K9.002.551.0022.95EJE 8-8/C-C1.004.001.004.00EJE B-B/9-141.0012.371.0012.37EJE A-A/7-81.005.951.005.95EJE C-C/7-91.004.401.004.40EJE C,J/12-142.005.421.0010.83EJE K-K/13-141.003.051.003.05EJE K-K/7-141.0021.621.0021.62EJE D,E,H,I/12-134.003.661.0014.62EJE G-G/12-131.002.201.002.20EJE 13-13/G-J1.009.301.009.30EJE 13-13/C-F1.009.301.009.30EJE F-F/13-141.003.661.003.66EJE G-G/13-141.003.221.003.22EJE B',D',H'J',1'-9'12.005.851.0070.20EJE C',I'/1'-9'4.004.951.0019.80EJE 5'-5'/A'-K'2.009.201.0018.40EJE 2',8'/A'-K'4.008.601.0034.4001.05.04FALSO PISO01.05.04.01RELLENO Y COMPACTADO CON MATERIAL DE PRESTAMOm21,786.77EJE 1-14/A-L1.00area=1,649.97-1,649.97EJE 4-11/C-J (RAMPAS)1.00area=136.80-136.8001.05.04.02CONCRETO PARA FALSO PISOm21,786.77EJE 1-14/A-L (PUESTOS-PASILLOS)1.00area=1,649.97-1,649.97EJE 4-11/C-J (RAMPAS)1.00area=136.80-136.8001.05.05VEREDA DE PIEDRA LAVADA01.05.05.01EXCAVACION EN TERRENO MANUAL PARA BASE GRANULARm30.0Lote 1(Parque)1.00area=93.560.2018.71Lote 2A(Servicios Comunales)1.00area=71.680.2014.34Av. Los Fresnos1.00area=106.380.2021.28Interseccion Av. Fresnos -Av. Villa El Salvador1.00area=21.600.204.32Av. Villa el Salvador1.00area=104.430.2020.89Estacionamiento1.00area=17.700.203.5401.05.05.02NIVELACION Y COMPACTADO CON EQUIPO P/VEREDASm20.0Lote 1(Parque)1.00area=93.5693.56Lote 2A(Servicios Comunales)1.00area=71.6871.68Av. Los Fresnos1.00area=106.38106.38Interseccion Av. Fresnos -Av. Villa El Salvador1.00area=21.6021.60Av. Villa el Salvador1.00area=104.43104.43Estacionamiento1.00area=17.7017.7001.05.05.03EXCAVACION DE ZANJA P/ SARDINEL SUMERGIDOm30.0Lote 1(Parque)1.0049.000.150.151.10Lote 2A(Servicios Comunales)1.0048.330.150.151.09Av. Los Fresnos1.0041.860.150.150.94Interseccion Av. Fresnos -Av. Villa El Salvador1.009.500.150.150.21Av. Villa el Salvador1.0042.410.150.150.95Estacionamiento1.0016.120.150.150.3601.05.05.04ELIMINACION DE MATERIAL EXCEDENTEm30.0EXCAVACION EN TERRENO MANUAL PARA BASE GRANULAR0.0EXCAVACION DE ZANJA P/ SARDINEL SUMERGIDO0.0Factor de Esponjamiento%1.200.00.001.05.05.05BASE GRANULAR EN VEREDA E=0.10Mm20.0Lote 1(Parque)1.00area=93.5693.56Lote 2A(Servicios Comunales)1.00area=71.6871.68Av. Los Fresnos1.00area=106.38106.38Interseccion Av. Fresnos -Av. Villa El Salvador1.00area=21.6021.60Av. Villa el Salvador1.00area=104.43104.43Estacionamiento1.00area=17.7017.7001.05.05.06ENCOFRADO Y DESENCOFRADO DE VEREDASm20.0Lote 1(Parque)1.0049.000.157.35Lote 2A(Servicios Comunales)1.0048.330.157.25Av. Los Fresnos1.0041.860.156.28Interseccion Av. Fresnos -Av. Villa El Salvador1.009.500.151.43Av. Villa el Salvador1.0042.410.156.36Estacionamiento1.0016.120.152.4201.05.05.07VEREDA DE PIEDRA LAVADA F'c=175 kg/cm2 E=4"m20.0Lote 1(Parque)1.00area=93.5693.56Lote 2A(Servicios Comunales)1.00area=71.6871.68Av. Los Fresnos1.00area=106.38106.38Interseccion Av. Fresnos -Av. Villa El Salvador1.00area=21.6021.60Av. Villa el Salvador1.00area=104.43104.43Estacionamiento1.00area=17.7017.7001.05.05.08CURADO DE PIEDRA LAVADAm20.0Lote 1(Parque)1.00area=93.5693.56Lote 2A(Servicios Comunales)1.00area=71.6871.68Av. Los Fresnos1.00area=106.38106.38Interseccion Av. Fresnos -Av. Villa El Salvador1.00area=21.6021.60Av. Villa el Salvador1.00area=104.43104.43Estacionamiento1.00area=17.7017.7001.05.05.09SARDINEL SUMERGIDO EN VEREDAS CONCRETO F'c=175 kg/cm2m30.0Lote 1(Parque)1.0049.000.150.151.10Lote 2A(Servicios Comunales)1.0048.330.150.151.09Av. Los Fresnos1.0041.860.150.150.94Interseccion Av. Fresnos -Av. Villa El Salvador1.009.500.150.150.21Av. Villa el Salvador1.0042.410.150.150.95Estacionamiento1.0016.120.150.150.3601.05.05.10JUNTAS DE DILATACION RELLENAS CON MEZCLA ASFALTICA EN VEREDASm0.0Lote 1(Parque)13.002.4331.53Lote 2A(Servicios Comunales)14.001.6523.10Av. Los Fresnos14.002.6837.45Av. Villa el Salvador12.002.4529.40Estacionamiento2.002.705.4001.06OBRAS DE CONCRETO ARMADO01.06.01ZAPATAS01.06.01.01CONCRETO PARA ZAPATA FC=210KG/CM2m3174.53Z-123.001.901.700.5037.153.2374.29353.85Z-212.001.751.550.5016.282.7132.55Z-332.001.401.200.5026.881.6853.76Z-434.001.701.500.5043.352.5586.70Z-58.001.551.350.508.372.0916.74Z-64.001.751.200.504.202.108.40Z-74.001.551.100.503.411.716.82ZC-13.003.301.250.506.194.1312.38ZC-22.003.101.250.503.883.887.75Z-31.003.611.640.502.965.925.92Z-41.001.981.700.501.683.373.37TANQUE CISTERNA1.007.723.100.409.5723.9323.93MONTACARGA2.003.323.200.5010.6210.6221.2501.06.01.02ACERO PARA ZAPATA FY=4200KG/CM2kg6,229.8701.06.02COLUMNAS01.06.02.01CONCRETO PARA COLUMNAS FC=210KG/CM2m3102.55C-1EJE A-L/1-324.000.450.254.9513.37EJE A-L/12-1427.000.450.256.0618.41EJE F-F''/1-35.000.450.255.202.93EJE A-L/4-1176.000.450.255.5047.03C-2EJE A-A/14-141.00area=0.166.060.98EJE A,L/1-12.00area=0.164.951.61EJE 6,7/A,C,J,L8.00area=0.165.507.15C-AEJE 2-2/D,E,H,I,4.000.250.153.400.51EJE 13-13/D,E,H,I,4.000.250.154.510.68EJE 1'-9'/A'-K'50.000.250.153.957.41C-BEJE 2-3/A-B,K-L4.000.200.153.400.41EJE 12-13/A-B,K-L4.000.200.154.510.54EJE 4-11/A-B,K-L13.000.200.153.951.5401.06.02.02ENCOFRADO PARA COLUMNASm21,366.32C-1EJE A-L/1-324.00perim=1.404.95166.32EJE A-L/12-1427.00perim=1.406.06229.07EJE F-F''/1-35.00perim=1.405.2036.40EJE A-L/4-1176.00perim=1.405.50585.20C-2EJE A-A/14-141.00perim=1.806.0610.91EJE A,L/1-12.00perim=1.804.9517.82EJE 6,7/A,C,J,L8.00perim=1.805.5079.20C-AEJE 2-2/D,E,H,I,4.00perim=0.803.4010.88EJE 13-13/D,E,H,I4.00perim=0.804.5114.43EJE 1'-9'/A'-K'50.00perim=0.803.95158.00C-BEJE 2-3/A-B,K-L4.00perim=0.703.409.52EJE 12-13/A-B,K-L4.00perim=0.704.5112.63EJE 4-11/A-B,K-L13.00perim=0.703.9535.9501.06.02.03ACERO PARA COLUMNAS FY=4200KG/CM2kg17,482.0301.06.03PLACAS01.06.03.01CONCRETO PARA PLACAS FC=210KG/CM2m311.79PL-11.00area=0.426.062.56PL-21.00area=0.216.061.26PL-3EJE 13-13/C,J2.00area=0.236.062.74EJE 2-2/C,J2.00area=0.234.952.24PL-4EJE 13-13/H-H1.000.600.156.060.55EJE 2-2/F-F1.000.600.155.200.47PL-54.000.600.155.501.9801.06.03.02ENCOFRADO PARA PLACASm2163.73PL-11.00perim=5.546.0633.55PL-21.00perim=2.686.0616.21PL-3EJE 13-13/C,J2.00perim=2.916.0635.27EJE 2-2/C,J2.00perim=2.914.9528.81PL-4EJE 13-13/H-H1.00perim=1.506.069.09EJE 2-2/F-F1.00perim=1.505.207.80PL-54.00perim=1.505.5033.0001.06.03.03ACERO PARA PLACAS FY=4200KG/CM2kg2,441.6701.06.04VIGAS01.06.04.01CONCRETO PARA VIGAS FC=210KG/CM2m3164.24V-01EJE A,B,C,K,L,J/1-66.0018.300.300.4013.17EJE A,B,C,J,K/7-145.0025.100.300.4015.06EJE 2,3,4,5,7,8,9,10,11,12,13/A-B,K-L21.004.680.300.4011.79EJE 1,2,3,4,5,6,7,8,9,10,11,12,13,14/B-C,J-K28.002.750.300.409.24EJE L-L/7-131.0021.800.300.402.62EJE 1,3,12,14/C-F"4.0011.500.300.405.52EJE 1,3,12,14/G"-J4.0011.700.300.405.62EJE D,E,F,F",G,G",H,I/1-38.007.930.300.407.61EJE D,E,F,F",G,G",H,I/12-148.007.950.300.407.63EJE 4,5,6,7,8,9,10,11/C-D,I-J16.001.180.300.402.26EJE K-L/13-141.006.470.300.400.78EJE 1',3',4',6',7',9'/A'-K'6.0024.950.300.4017.96EJE A',C',F',G',I',K'/7'-9',1'-3',4'-6'18.005.500.300.4011.88EJE A',C',F',G',I',K'/6'-7'6.002.100.300.401.51EJE A',C',F',G',I',K'/3'-4'6.004.300.300.403.10V-02EJE 1,6,14/A-B3.004.680.250.401.40EJE 1,6,7/K-L3.004.680.250.401.40EJE 1-1/A,B,C,D,E,F,F",G,G",H,I,J,K,L14.001.420.250.401.99EJE A',C',F',G',I',K'/1-16.001.050.250.400.63EJE A',C',F',G',I',K'/9-96.001.030.250.400.62V-02'EJE 1,2,3,4,5,6,7,8,9,10,11,12,13,14/A-A,L-L27.001.800.250.506.08EJE 14-14/A,B,C,D,E,F,F'',G,G'',H,I,J,K,L13.001.800.250.502.93V-03EJE 1,2,3/F"-G"6.002.080.250.501.56EJE 12,13,14/F"-G"6.002.080.250.501.56V-CHEJE 2-2,13-13/C-F,G-J4.008.700.250.201.74EJE 3',5',8'/A'-F',G'-K'6.0011.230.250.203.37EJE B',D',H',J'/1-3,4-6,7-924.002.630.250.203.15EJE B',D',H',J'/3-44.003.300.250.200.66VvEJE A-F"/7-141.0093.800.200.203.75EJE A-F"/1-61.0080.040.200.203.20EJE G"-L/1-61.0080.440.200.203.22EJE G"-L/7-141.0091.240.200.203.65EJE 1'-9'/A'-K'1.0095.340.200.203.81EJE F'-G'/1'-3',4'-6',7'-9'12.002.630.200.201.26EJE 3'-4'/A'-F',G'-K'16.003.980.200.202.5401.06.04.02ENCOFRADO PARA VIGASm2948.51V-01EJE A,B,C,K,L,J/1-66.0018.30perim=0.7076.84EJE A,B,C,J,K/7-145.0025.10perim=0.7087.83EJE 2,3,4,5,7,8,9,10,11,12,13/A-B,K-L21.004.68perim=0.7068.80EJE 1,2,3,4,5,6,7,8,9,10,11,12,13,14/B-C,J-K28.002.75perim=0.7053.90EJE L-L/7-131.0021.80perim=0.7015.26EJE 1,3,12,14/C-F"4.0011.50perim=0.7032.20EJE 1,3,12,14/G"-J4.0011.70perim=0.7032.76EJE D,E,F,F",G,G",H,I/1-38.007.93perim=0.7044.38EJE D,E,F,F",G,G",H,I/12-148.007.95perim=0.7044.49EJE 4,5,6,7,8,9,10,11/C-D,I-J16.001.18perim=0.7013.16EJE K-L/13-141.006.47perim=0.704.53EJE 1',3',4',6',7',9'/A'-K'6.0024.95perim=0.70104.79EJE A',C',F',G',I',K'/7'-9',1'-3',4'-6'18.005.50perim=0.7069.30EJE A',C',F',G',I',K'/6'-7'6.002.10perim=0.708.82EJE A',C',F',G',I',K'/3'-4'6.004.30perim=0.7018.06V-02EJE 1,6,14/A-B3.004.68perim=0.659.13EJE 1,6,7/K-L3.004.68perim=0.659.13EJE 1-1/A,B,C,D,E,F,F",G,G",H,I,J,K,L14.001.42perim=0.6512.92EJE A',C',F',G',I',K'/1-16.001.05perim=0.654.08EJE A',C',F',G',I',K'/9-96.001.03perim=0.654.00V-02'EJE 1,2,3,4,5,6,7,8,9,10,11,12,13,14/A-A,L-L27.001.80perim=0.8541.31EJE 14-14/A,B,C,D,E,F,F'',G,G'',H,I,J,K,L13.001.80perim=0.8519.89V-03EJE 1,2,3/F"-G"6.002.08perim=0.8510.58EJE 12,13,14/F"-G"6.002.08perim=0.8510.58V-CHEJE 2-2,13-13/C-F,G-J4.008.70perim=0.258.70EJE 3',5',8'/A'-F',G'-K'6.0011.23perim=0.2516.84EJE B',D',H',J'/1-3,4-6,7-924.002.63perim=0.2515.75EJE B',D',H',J'/3-44.003.30perim=0.253.30VvEJE A-F"/7-141.0093.80perim=0.2018.76EJE A-F"/1-61.0080.04perim=0.2016.01EJE G"-L/1-61.0080.44perim=0.2016.09EJE G"-L/7-141.0091.24perim=0.2018.25EJE 1'-9'/A'-K'1.0095.34perim=0.2019.07EJE F'-G'/1'-3',4'-6',7'-9'12.002.63perim=0.206.30EJE 3'-4'/A'-F',G'-K'16.003.98perim=0.2012.7201.06.04.03ACERO PARA VIGAS FY=4200KG/CM2kg19,202.1001.06.05LOSA ALIGERADA01.06.05.01CONCRETO PARA LOSA ALIGERADA FC=210KG/CM2m3136.04EJE A-F,G-L/1-62.00area=239.780.0941.96EJE A-F/7-141.00area=309.150.0927.05EJE G-L/7-141.00area=281.300.0924.61EJE A'-K'/1'-9'1.00area=484.690.0942.4101.06.05.02ENCOFRADO PARA LOSA ALIGERADAm21,554.71EJE A-F,G-L/1-62.00area=239.78-479.57EJE A-F/7-141.00area=309.15-309.15EJE G-L/7-141.00area=281.30-281.30EJE A'-K'/1'-9'1.00area=484.69-484.6901.06.05.03LADRILLO HUECO PARA LOSA ALIGERADAund12,950.73EJE A-F,G-L/1-62.00area=239.788.333,994.80EJE A-F/7-141.00area=309.158.332,575.24EJE G-L/7-141.00area=281.308.332,343.23EJE A'-K'/1'-9'1.00area=484.698.334,037.4601.06.05.04ACERO PARA LOSA ALIGERADA FY=4200KG/CM2kg8,332.6801.06.06LOSA MACIZA01.06.06.01CONCRETO PARA LOSA MACIZA FC=210KG/CM2m324.69EJE 1-4/F-F"1.00area=20.890.204.18EJE 1-4/G"-G1.00area=21.400.204.28EJE 3-4,11-12/C-D,I-J4.00area=5.640.204.51EJE J-L/12-141.00area=19.800.203.96EJE G"-G/14-141.00area=5.880.201.18EJE G"-G/11-131.00area=10.020.202.00EJE F-F"/12-131.00area=22.900.204.5801.06.06.02ENCOFRADO PARA LOSA MACIZAm2123.45EJE 1-4/F-F"1.00area=20.8920.89EJE 1-4/G"-G1.00area=21.4021.40EJE 3-4,11-12/C-D,I-J4.00area=5.6422.56EJE J-L/12-141.00area=19.8019.80EJE G"-G/14-141.00area=5.885.88EJE G"-G/11-131.00area=10.0210.02EJE F-F"/12-131.00area=22.9022.9001.06.06.03ACERO PARA LOSA MACIZA FY=4200KG/CM2kg1,624.9201.06.07TANQUE CISTERNA01.06.07.01CONCRETO PARA TANQUE CISTERNA FC=210KG/CM2m37.01MUROS1.0014.750.201.604.72LOSA1.00area=11.280.202.26TAPA1.000.600.600.100.0401.06.07.02ENCOFRADO PARA TANQUE CISTERNAm358.48MUROS1.00perim=29.501.6047.20LOSA1.00area=11.28-11.2801.06.07.03ACERO PARA TANQUE CISTERNA FY=4200KG/CM2kg518.9901.06.08MONTACARGA98010.501.06.08.01CONCRETO PARA MONTACARGA FC=210KG/CM2m315.5893.3333333333EJE G-G"/2-31.00area=1.345.257.05EJE 12-13/F-F"1.00area=1.346.368.5401.06.08.02ENCOFRADO PARA MONTACARGAm2194.24EJE G-G"/2-31.00perim=16.735.2587.83EJE 12-13/F-F"1.00perim=16.736.36106.4001.06.08.03ACERO PARA MONTACARGA FY=4200KG/CM2kg1,447.9401.06.09VARIOS01.06.09.01CURADO DE ELEMENTOS ESTRUCTURALESm20.0Sobrecimiento1.00area=477.21477.21Zapatas1.00area=353.85353.85Columnas1.00area=1,366.321,366.32Placas1.00area=163.73163.73Vigas1.00area=948.51948.5101.06.09.02CURADO DE LOSA ALIGERADAm20.01.00area=1,554.711,554.7101.06.09.03JUNTAS DE CONSTRUCCION CON TECKNOPOR DE 2"m20.0Vigasm21.0062.690.2012.54Zapatasm21.0020.200.5010.1001.06.09.04JUNTA DE SEPARACION SISMICAm20.01.0043.270.208.651.0039.550.207.911.0040.260.208.051.0022.570.204.5101.06.09.05TAPAJUNTAS DE ALUMINIOm291.282.00145.64291.28
ACERO S&G CONSULT E.I.R.L.CONSULTORES, CONSTRUCTORES E INVERSIONESPLANILLA DE METRADO DE ACEROOBRA:CONSTRUCCIN DEL MERCADO LA UNIONPLANO N:ESTRUCTURASPROP.:ASOC. DE COMERCIANTES LA UNION NUEVA TACNAHECHO POR:S&G CONSUL E.I.R.L.FECHA:SETIEMBRE 2014REVISADO POR:S&G CONSUL E.I.R.L.ITEMDESCRIPCIONDIAMETRONro ELEM. IGUALESNro PIEZAS X ELEM.LONGITUD POR PIEZALONGITUDES POR DIAMETROPESO (KG)TOTAL1/4''3/8''1/2''5/8''3/4''1''0.250.560.991.552.243.9701.06.01.02ACERO EN ZAPATAS6,229.87Z - 15/8"23101.55---356.50--553.29Y-Y1.75/8"2391.75---362.25--562.21X-X1.9Z - 25/8"1291.40---151.20--234.66Y-Y1.555/8"1281.60---153.60--238.39X-X1.75Z - 35/8"3271.05---235.20--365.03Y-Y1.25/8"3261.25---240.00--372.48X-X1.4Z - 45/8"3491.35---413.10--641.13Y-Y1.55/8"3481.55---421.60--654.32X-X1.7Z - 55/8"881.20---76.80--119.19Y-Y1.355/8"871.40---78.40--121.68X-X1.55Z - 65/8"491.05---37.80--58.67Y-Y1.25/8"461.60---38.40--59.60X-X1.75Z - 75/8"480.95---30.40--47.18Y-Y1.15/8"461.40---33.60--52.15X-X1.55ZC-15/8"3341.10---112.20--174.13Y-Y1.255/8"3143.15---132.30--205.33X-X3.3ZC-25/8"2321.10---70.40--109.26Y-Y1.255/8"2142.95---82.60--128.20X-X3.1Z-35/8"1181.49---26.82--41.62Y-Y1.645/8"183.46---27.68--42.96X-X3.61Z-45/8"1101.55---15.50--24.06Y-Y1.75/8"191.83---16.47--25.56X-X1.98TANQUE CISTERNA5/8"1247.57---181.68--281.97Y-Y7.725/8"1782.95---230.10--357.12X-X3.1MONTACARGA5/8"2323.77---241.28--374.47Y-Y3.325/8"2343.65---248.20--385.21X-X3.201.06.02.03ACERO EN COLUMNAS17,482.03C-1EJE A-L/1-30.25ESTRIBOS0.23/8"24.0038.001.40-1276.80----715.010.45VERTICAL3.65/8"24.006.006.70---964.80--1,497.370.151.20.5EJE A-L/12-140.25ESTRIBOS0.23/8"27.0046.001.40-1738.80----973.730.45VERTICAL4.715/8"27.006.007.81---1265.22--1,963.620.151.20.5EJE F-F''/1-30.25ESTRIBOS0.23/8"5.0039.001.40-273.00----152.880.45VERTICAL3.65/8"5.006.006.85---205.50--318.940.21.40.4EJE A-L/4-110.25ESTRIBOS0.23/8"76.0042.001.40-4468.80----2,502.530.45VERTICAL4.155/8"76.006.007.25---3306.00--5,130.910.151.20.5C-2EJE A-A/14-140.25ESTRIBOS0.23/8"1.0092.001.40-128.80----72.130.45VERTICAL4.715/8"1.008.007.81---62.48--96.970.151.20.5EJE A,L/1-10.25ESTRIBOS0.23/8"2.0076.001.40-212.80----119.170.45VERTICAL3.65/8"2.008.006.70---107.20--166.370.151.20.5EJE 6,7/A,C,J,L0.25ESTRIBOS0.23/8"8.0084.001.40-940.80----526.850.45VERTICAL4.155/8"8.008.007.25---464.00--720.130.151.20.5C-AEJE A-L/4-110.15ESTRIBOS0.23/8"4.0030.000.80-96.00----53.760.25VERTICAL3.63/8"4.006.005.28-126.60----70.900.150.30.8EJE 13-13/D,E,H,I0.15ESTRIBOS0.23/8"4.0037.000.80-118.40----66.300.25VERTICAL4.713/8"4.006.006.39-153.24----85.810.150.30.8EJE 1'-9'/A'-K'0.15ESTRIBOS0.23/8"50.0033.000.80-1320.00----739.200.25VERTICAL4.153/8"50.006.005.83-1747.50----978.600.150.30.8C-BEJE 2-3/A-B,K-L0.15ESTRIBOS0.23/8"4.0028.000.70-78.40----43.900.2VERTICAL3.63/8"4.004.005.28-84.40----47.260.150.30.8EJE 12-13/A-B,K-L0.15ESTRIBOS0.23/8"4.0035.000.70-98.00----54.880.2VERTICAL4.713/8"4.004.006.39-102.16----57.210.150.30.8EJE 4-11/A-B,K-L0.15ESTRIBOS0.23/8"13.0031.000.70-282.10----157.980.2VERTICAL4.153/8"13.004.005.83-302.90----169.620.150.30.801.06.03.03ACERO EN PLACAS2,441.67PL-10.2ESTRIBOS3/8"1.0045.001.10-49.50----27.724.713/8"1.0045.001.40-63.00----35.28VERTICAL5/8"1.0012.007.99---95.82--148.710.153/8"1.0010.007.99-79.85----44.721.2HORIZONTAL0.53/8"1.0042.002.76-115.92----64.92PL-20.2ESTRIBOS3/8"1.0045.001.10-49.50----27.724.713/8"1.0045.001.40-63.00----35.28VERTICAL5/8"1.0012.007.99---95.82--148.710.153/8"1.002.007.99-15.97----8.941.2HORIZONTAL0.53/8"1.0042.001.30-54.60----30.58PL-3EJE 13-13/C,J0.2ESTRIBOS3/8"2.0045.000.80-72.00----40.323/8"2.0045.001.40-126.00----70.564.71VERTICAL5/8"2.0012.007.99---191.64--297.433/8"2.006.007.99-95.82----53.660.151.2HORIZONTAL3/8"2.0042.001.45-121.80----68.210.5EJE 2-2/C,J0.2ESTRIBOS3/8"2.0037.000.80-59.20----33.153/8"2.0037.001.40-103.60----58.023.6VERTICAL5/8"2.0012.006.88---165.00--256.083/8"2.006.006.88-82.50----46.200.151.2HORIZONTAL3/8"2.0035.001.45-101.50----56.840.5PL-4EJE 13-13/H-H0.15ESTRIBOS0.23/8"1.0046.001.50-69.00----38.640.6VERTICAL4.711/2"1.0010.007.99--79.85---79.370.151.20.5EJE 2-2/F-F0.15ESTRIBOS0.23/8"1.0047.001.50-70.50----39.480.6VERTICAL4.711/2"1.0010.008.14--81.35---80.860.21.40.4PL-50.15ESTRIBOS0.23/8"4.0046.001.50-276.00----154.560.6VERTICAL4.715/8"4.0010.007.99---319.40--495.710.151.20.501.06.04.03ACERO EN VIGAS19,202.10V-01EJE A,B,C,K,L,J/1-6HORIZONTAL SUPERIOR5/8"6.002.0022.50---269.94--418.95HORIZONTAL INFERIOR5/8"6.002.0022.50---269.94--418.95ESTRIBOS3/8"6.00127.001.40-1066.80----597.41EJE A,B,C,J,K/7-14HORIZONTAL SUPERIOR5/8"5.002.0030.75---307.45--477.16HORIZONTAL INFERIOR5/8"5.002.0029.35---293.45--455.43ESTRIBOS3/8"5.00176.001.40-1232.00----689.92EJE L-L/7-13HORIZONTAL SUPERIOR5/8"1.002.0024.70---49.39--76.65HORIZONTAL INFERIOR5/8"1.002.0024.70---49.39--76.65ESTRIBOS3/8"1.00152.001.40-212.80----119.17EJE D,E,F,F",G,G",H,I/1-3HORIZONTAL SUPERIOR5/8"8.002.0011.83---189.20--293.64HORIZONTAL INFERIOR5/8"8.002.0010.43---166.80--258.87ESTRIBOS3/8"8.0059.001.40-660.80----370.05EJE D,E,F,F",G,G",H,I/12-14HORIZONTAL SUPERIOR5/8"8.002.0011.83---189.20--293.64HORIZONTAL INFERIOR5/8"8.002.0010.43---166.80--258.87ESTRIBOS3/8"8.0059.001.40-660.80----370.05EJE 4,5,6,7,8,9,10,11/A-C,J-LHORIZONTAL SUPERIOR5/8"16.002.0012.76---408.16--633.46HORIZONTAL INFERIOR5/8"16.002.0011.36---363.36--563.93ESTRIBOS3/8"16.0064.001.40-1433.60----802.82EJE 2,13/A-C,J-LHORIZONTAL SUPERIOR5/8"4.002.0011.58---92.64--143.78HORIZONTAL INFERIOR5/8"4.002.0010.18---81.44--126.39ESTRIBOS3/8"4.0057.001.40-319.20----178.75EJE 1,3,13,14/A-F",G"-LHORIZONTAL SUPERIOR5/8"5.002.0027.16---271.55--421.45HORIZONTAL INFERIOR5/8"5.002.0027.16---271.55--421.45ESTRIBOS3/8"5.00143.001.40-1001.00----560.56EJE G"-L/13-14HORIZONTAL SUPERIOR5/8"1.002.0026.70---53.40--82.88HORIZONTAL INFERIOR5/8"1.002.0026.70---53.40--82.88ESTRIBOS3/8"1.00160.001.40-224.00----125.44EJE 1',3',5',6',7',9'/A'-K'HORIZONTAL SUPERIOR5/8"6.002.0028.35---340.20--527.99HORIZONTAL INFERIOR5/8"6.002.0028.35---340.20--527.99ESTRIBOS3/8"6.00163.001.40-1369.20----766.75EJE A',C',F',G',I',K'/1'-9'HORIZONTAL SUPERIOR5/8"6.002.0029.87---358.44--556.30HORIZONTAL INFERIOR5/8"6.002.0028.35---340.20--527.99ESTRIBOS3/8"6.00175.001.40-1470.00----823.20V-02EJE 1-1/A,B,C,D,E,F,F",G,G",H,I,J,K,LHORIZONTAL SUPERIOR5/8"14.001.002.25---31.50--48.89EJE A',C',F',G',I',K'/1',9'HORIZONTAL SUPERIOR5/8"12.001.002.25---27.00--41.90EJE 1-1,6-6,7-7,14-14/A-B,K-LHORIZONTAL SUPERIOR5/8"6.002.002.55---30.60--47.49V-02'EJE 1,2,3,4,5,6,7,8,9,10,11,12,13,14/A-A,L-LHORIZONTAL SUPERIOR5/8"27.003.002.25---182.25--282.85HORIZONTAL INFERIOR5/8"27.003.002.25---182.25--282.85HORIZONTAL INFERIOR5/8"27.002.002.66---143.45--222.63ESTRIBOS3/8"27.0012.001.40-453.60----254.02EJE 14-14/A,B,C,D,E,F,F'',G,G'',H,I,J,K,LHORIZONTAL SUPERIOR5/8"13.003.002.25---87.75--136.19HORIZONTAL INFERIOR5/8"13.003.002.25---87.75--136.19HORIZONTAL INFERIOR5/8"13.002.002.66---69.07--107.20ESTRIBOS3/8"13.0012.001.40-218.40----122.30V-03EJE 1,2,3,12,13,14/F"-G"HORIZONTAL SUPERIOR5/8"12.004.002.25---108.00--167.62HORIZONTAL INFERIOR5/8"12.003.002.25---81.00--125.71HORIZONTAL INFERIOR5/8"12.002.002.70---64.80--100.57ESTRIBOS3/8"12.0013.001.50-234.00----131.04V-ChEJE 2-2,13-13/C-F,G-JHORIZONTAL1/2"4.004.0010.70--171.20---170.17ESTRIBOS1/4"4.0051.000.80163.20-----40.47EJE 3',5',8'/A'-F',G'-K'HORIZONTAL1/2"6.004.0012.98--311.40---309.53ESTRIBOS1/4"6.0060.000.80288.00-----71.42EJE B',D',H',J'/1-3,4-6,7-9HORIZONTAL1/2"12.004.006.00--288.00---286.27ESTRIBOS1/4"12.0031.000.80297.60-----73.80EJE B',D',H',J'/3-4HORIZONTAL1/2"1.004.003.30--13.20---13.12ESTRIBOS1/4"1.0017.000.8013.60-----3.37VvEJE A-F"/7-141/2"1.004.00111.30--445.20---442.53ESTRIBOS1/4"1.00552.000.80441.60-----109.52EJE A-F"/1-61/2"1.004.0094.54--378.17---375.90ESTRIBOS1/4"1.00471.000.80376.80-----93.45EJE G"-L/1-61/2"1.004.0097.94--391.77---389.42ESTRIBOS1/4"1.00473.000.80378.40-----93.84EJE G"-L/7-141/2"1.004.00107.24--428.94---426.37ESTRIBOS1/4"1.00537.000.80429.60-----106.54EJE 1'-9'/A'-K'1/2"1.004.00112.84--451.36---448.65ESTRIBOS1/4"1.00561.000.80448.80-----111.30EJE F'-G'/1'-3',4'-6',7'-9'1/2"6.004.006.00--144.00---143.14ESTRIBOS1/4"6.0031.000.80148.80-----36.90EJE 3'-4'/A'-F',G'-K'1/2"4.004.0010.20--163.20---162.22ESTRIBOS1/4"4.0047.000.80150.40-----37.3001.06.05.04ACERO EN LOSA ALIGERADA8,332.68EJE A-C,J-L/1-6ACERO NEGATIVO3/8"38.001.0021.62-821.39---459.98ACERO POSITIVO EJE 1-13/8"38.001.001.75-66.50---37.24ACERO POSITIVO EJE 1-61/2"38.004.001.85--281.20---279.51ACERO POSITIVO EJE 1,61/2"38.001.005.30--201.40---200.19TEMPERATURA1/4"1.00154.008.181259.72-----312.41EJE A-A,L-L/1-6ACERO NEGATIVO3/8"88.001.003.05-268.40---150.30ACERO POSITIVO3/8"88.001.001.95-171.60---96.10ACERO POSITIVO1/2"88.001.003.05--268.40---266.79TEMPERATURA1/4"1.0012.0019.72236.59-----58.67EJE C-D,I-J/4-6ACERO NEGATIVO3/8"36.001.002.45-88.20---49.39ACERO POSITIVO3/8"36.001.002.45-88.20---49.39TEMPERATURA1/4"1.008.008.3066.40-----16.47EJE C-F,G-J/1-3ACERO NEGATIVO3/8"30.001.0011.35-340.50---190.68ACERO POSITIVO1/2"30.002.001.85--111.00---110.33ACERO POSITIVO1/2"30.001.002.05--61.50---61.13ACERO POSITIVO3/8"30.001.001.10-33.00---18.48TEMPERATURA1/4"1.0074.006.90510.60-----126.63EJE G-J,C-F/1-1ACERO NEGATIVO3/8"44.001.002.52-110.88---62.09ACERO POSITIVO1/2"44.001.002.52--110.88---110.21ACERO POSITIVO3/8"44.001.001.75-77.00---43.12TEMPERATURA1/4"1.0010.009.7097.00-----24.06EJE D-F,G-I/3-4ACERO NEGATIVO3/8"28.001.002.83-79.10---44.30ACERO POSITIVO1/2"28.001.002.83--79.10---78.63TEMPERATURA1/4"1.0010.006.5065.00-----16.12EJE A-C/7-14ACERO NEGATIVO3/8"19.001.0028.80-547.11---306.38ACERO NEGATIVO3/8"19.001.004.50-85.50---47.88ACERO POSITIVO1/2"19.006.001.85--210.90---209.63ACERO POSITIVO1/2"19.001.002.58--48.93---48.64ACERO POSITIVO1/2"19.001.002.90--55.10---54.77ACERO POSITIVO3/8"19.001.001.95-37.05---20.75TEMPERATURA1/4"1.00108.008.18883.44-----219.09EJE C-D,I-J/7-11ACERO NEGATIVO3/8"68.001.002.48-168.30---94.25ACERO POSITIVO3/8"68.001.002.48-168.30---94.25TEMPERATURA1/4"1.006.0015.0890.45-----22.43EJE A-A/7-14ACERO NEGATIVO3/8"61.001.003.10-189.10---105.90ACERO POSITIVO1/2"61.001.003.10--189.10---187.97ACERO POSITIVO3/8"61.001.001.95-118.95---66.61TEMPERATURA1/4"1.006.0026.90161.37-----40.02EJE C-F,G-J/14-14ACERO NEGATIVO3/8"44.001.002.90-127.60---71.46ACERO POSITIVO1/2"44.001.002.90--127.60---126.83ACERO POSITIVO3/8"44.001.001.95-85.80---48.05TEMPERATURA1/4"1.0012.009.70116.40-----28.87EJE 11-12/D-F,G-IACERO NEGATIVO3/8"28.001.002.63-73.50---41.16ACERO POSITIVO1/2"28.001.002.63--73.50---73.06TEMPERATURA1/4"1.0010.006.5065.00-----16.12EJE C-F,G-J/12-14ACERO NEGATIVO3/8"28.001.0011.35-317.80---177.97ACERO POSITIVO1/2"28.001.001.85--51.80---51.49ACERO POSITIVO1/2"28.001.002.05--57.40---57.06ACERO POSITIVO3/8"28.001.001.10-30.80---17.25TEMPERATURA1/4"1.0074.006.92512.08-----127.00EJE L-L/7-14ACERO NEGATIVO3/8"42.001.003.10-130.20---72.91ACERO POSITIVO1/2"42.001.003.10--130.20---129.42ACERO POSITIVO3/8"42.001.001.95-81.90---45.86TEMPERATURA1/4"1.006.0018.43110.55-----27.42EJE J-L/7-14ACERO NEGATIVO3/8"19.001.0027.45-521.46---292.02ACERO NEGATIVO3/8"19.001.004.50-85.50---47.88ACERO POSITIVO1/2"19.006.001.85--210.90---209.63ACERO POSITIVO1/2"19.001.002.58--48.93---48.64ACERO POSITIVO1/2"19.001.001.55--29.45---29.27TEMPERATURA1/4"1.0099.008.18809.82-----200.84EJE 1'-3',4'-6',7'-9'/A'-F',G'-K'ACERO NEGATIVO3/8"52.001.0012.68-659.10---369.10ACERO POSITIVO3/8"52.003.001.65-257.43---144.16ACERO POSITIVO3/8"52.001.002.60-135.20---75.71ACERO POSITIVO3/8"52.001.002.18-113.10---63.34TEMPERATURA1/4"3.0046.006.00828.00-----205.34EJE 6'-7'/A'-K'ACERO NEGATIVO3/8"58.001.002.70-156.60---87.70ACERO POSITIVO3/8"58.001.002.70-156.60---87.70TEMPERATURA1/4"1.008.0024.55196.40-----48.71EJE 6'-7'/A',K'ACERO NEGATIVO3/8"10.001.002.18-21.75---12.18ACERO POSITIVO3/8"10.001.002.18-21.75---12.18EJE 6'-7'/F'-G'ACERO NEGATIVO3/8"5.001.006.10-30.50---17.08ACERO POSITIVO3/8"5.001.006.10-30.50---17.08EJE 9'-9'/A'-K'ACERO NEGATIVO3/8"58.001.002.33-134.85---75.52ACERO POSITIVO3/8"58.001.002.33-134.85---75.52TEMPERATURA1/4"1.003.0024.9574.85-----18.56EJE 1'-1'/A'-K'ACERO NEGATIVO3/8"58.001.002.35-136.01---76.17ACERO POSITIVO3/8"58.001.002.35-136.01---76.17TEMPERATURA1/4"1.003.0024.9574.85-----18.56EJE 3'-4'/A'-K'ACERO NEGATIVO3/8"7.001.0026.85-187.95---105.25ACERO POSITIVO3/8"7.006.001.65-69.31---38.81ACERO POSITIVO3/8"7.002.002.35-32.90---18.42ACERO POSITIVO3/8"7.002.002.18-30.45---17.05TEMPERATURA1/4"1.0098.003.80372.40-----92.36EJE 3'-4'/A'-K'ACERO NEGATIVO3/8"4.001.007.85-31.40---17.58ACERO POSITIVO3/8"4.001.007.85-31.40---17.58TEMPERATURA1/4"2.004.001.4011.20-----2.78EJE 3'-4'/A'-K'ACERO NEGATIVO3/8"11.001.006.80-74.80---41.89ACERO NEGATIVO3/8"11.001.004.90-53.90---30.18ACERO POSITIVO3/8"11.001.006.80-74.80---41.89ACERO POSITIVO3/8"11.001.004.90-53.90---30.18TEMPERATURA1/4"11.006.004.70310.20-----76.9301.06.06.03ACERO EN LOSA MACIZA1,624.92EJE 3-4,11-12/C-D,I-JACERO NEGATIVO Y-Y3/8"4.004.003.70-59.20---33.15ACERO NEGATIVO X-X3/8"4.005.003.55-71.00---39.76ACERO NEGATIVO X-X3/8"4.007.001.53-42.70---23.91ACERO NEGATIVO Y-Y3/8"4.008.001.88-60.00---33.60ACERO POSITIVO Y-Y3/8"4.008.001.88-60.00---33.60ACERO POSITIVO X-X3/8"4.007.001.53-42.70---23.91ACERO POSITIVO Y-Y3/8"4.004.003.70-59.20---33.15ACERO POSITIVO X-X3/8"4.005.003.55-71.00---39.76EJE G"-G/14-14ACERO NEGATIVO X-X3/8"4.006.004.48-107.40---60.14ACERO NEGATIVO Y-Y3/8"4.0016.002.15-137.60---77.06ACERO POSITIVO Y-Y3/8"4.0016.002.15-137.60---77.06ACERO POSITIVO X-X3/8"4.006.004.48-107.40---60.14EJE G"-G/11-13ACERO NEGATIVO Y-Y3/8"1.007.004.87-34.12---19.11ACERO NEGATIVO X-X3/8"1.005.004.48-22.38---12.53ACERO NEGATIVO X-X3/8"1.0012.002.43-29.10---16.30ACERO NEGATIVO Y-Y3/8"1.008.001.88-15.00---8.40ACERO POSITIVO Y-Y3/8"1.008.001.88-15.00---8.40ACERO POSITIVO X-X3/8"1.0012.002.43-29.10---16.30ACERO POSITIVO Y-Y3/8"1.007.004.87-34.12---19.11ACERO POSITIVO X-X3/8"1.005.004.48-22.38---12.53EJE 1-4/F-F"ACERO NEGATIVO X-X3/8"1.0011.004.48-49.23---27.57ACERO POSITIVO X-X3/8"1.0011.004.48-49.23---27.57ACERO NEGATIVO X-X3/8"1.0028.002.43-67.90---38.02ACERO POSITIVO X-X3/8"1.0028.002.43-67.90---38.02ACERO NEGATIVO Y-Y3/8"1.007.009.95-69.62---38.99ACERO POSITIVO Y-Y3/8"1.007.009.95-69.62---38.99ACERO NEGATIVO Y-Y3/8"1.008.003.65-29.17---16.34ACERO POSITIVO Y-Y3/8"1.008.003.65-29.17---16.34EJE 1-4/G"-GACERO NEGATIVO X-X3/8"1.0011.004.68-51.43---28.80ACERO POSITIVO X-X3/8"1.0011.004.68-51.43---28.80ACERO NEGATIVO X-X3/8"1.0028.002.43-67.90---38.02ACERO POSITIVO X-X3/8"1.0028.002.43-67.90---38.02ACERO NEGATIVO Y-Y3/8"1.007.009.95-69.62---38.99ACERO POSITIVO Y-Y3/8"1.007.009.95-69.62---38.99ACERO NEGATIVO Y-Y3/8"1.009.003.65-32.81---18.37ACERO POSITIVO Y-Y3/8"1.009.003.65-32.81---18.37EJE F-F"/12-13ACERO NEGATIVO X-X3/8"1.0012.004.68-56.10---31.42ACERO POSITIVO X-X3/8"1.0012.004.68-56.10---31.42ACERO NEGATIVO X-X3/8"1.0028.002.43-67.90---38.02ACERO POSITIVO X-X3/8"1.0028.002.43-67.90---38.02ACERO NEGATIVO Y-Y3/8"1.007.0010.35-72.42---40.56ACERO POSITIVO Y-Y3/8"1.007.0010.35-72.42---40.56ACERO NEGATIVO Y-Y3/8"1.009.004.03-36.23---20.29ACERO POSITIVO Y-Y3/8"1.009.004.03-36.23---20.29EJE J-L/12-14ACERO NEGATIVO LONG3/8"1.006.0013.62-81.74---45.77ACERO POSITIVO LONG3/8"1.006.0013.62-81.74---45.77ACERO NEGATIVO Y-Y3/8"1.0020.002.15-43.00---24.08ACERO POSITIVO Y-Y3/8"1.0020.002.15-43.00---24.08ACERO NEGATIVO X-X3/8"1.0015.002.15-32.25---18.06ACERO POSITIVO X-X3/8"1.0015.002.15-32.25---18.06ACERO NEGATIVO DIAG3/8"1.0025.001.80-45.00---25.20ACERO POSITIVO DIAG3/8"1.0025.001.80-45.00---25.2001.06.07.03ACERO EN TANQUE CISTERNA518.99VERTICAL3/8"1.00146.002.48-361.35----202.36HORIZONTAL3/8"1.0014.0019.70-275.80----154.453/8"1.0018.007.20-129.60----72.58Y-Y3/8"1.0064.002.50-160.00----89.60X-X01.06.08.03ACERO EN MONTACARGA1,447.94EJE G-G"/2-3VERTICAL3/8"1.0034.006.88-233.75----130.905/8"1.0022.006.88---151.25--234.741/2"1.0010.006.88--68.75--68.34HORIZONTAL3/8"1.0036.006.46-232.56----130.23ESTRIBOS3/8"1.0038.001.60-60.80----34.053/8"1.0038.001.40-53.20----29.793/8"1.0038.001.90-72.20----40.43EJE 12-13/F-F"VERTICAL3/8"1.0034.007.99-271.49----152.035/8"1.0022.007.99---175.67--272.641/2"1.0010.007.99--79.85--79.37HORIZONTAL3/8"1.0042.006.46-271.32----151.94ESTRIBOS3/8"1.0045.001.60-72.00----40.323/8"1.0045.001.40-63.00----35.283/8"1.0045.001.90-85.50----47.88
ACERO (2)S&G CONSULT E.I.R.L.CONSULTORES, CONSTRUCTORES E INVERSIONESPLANILLA DE METRADO DE ACEROOBRA:CONSTRUCCIN DEL MERCADO LA UNIONPLANO N:ESTRUCTURASPROP.:ASOC. DE COMERCIANTES LA UNION NUEVA TACNAHECHO POR:S&G CONSUL E.I.R.L.FECHA:SETIEMBRE 2013REVISADO POR:S&G CONSUL E.I.R.L.ITEMDESCRIPCIONDIAMETRONro ELEM. IGUALESNro PIEZAS X ELEM.LONGITUD POR PIEZALONGITUDES POR DIAMETROPESO (KG)TOTAL1/4''3/8''1/2''5/8''3/4''1''0.250.560.991.552.243.9701.06.01.02ACERO EN ZAPATAS6,229.87Z - 15/8"23101.55---356.50--553.29Y-Y1.75/8"2391.75---362.25--562.21X-X1.9Z - 25/8"1291.40---151.20--234.66Y-Y1.555/8"1281.60---153.60--238.39X-X1.75Z - 35/8"3271.05---235.20--365.03Y-Y1.25/8"3261.25---240.00--372.48X-X1.4Z - 45/8"3491.35---413.10--641.13Y-Y1.55/8"3481.55---421.60--654.32X-X1.7Z - 55/8"881.20---76.80--119.19Y-Y1.355/8"871.40---78.40--121.68X-X1.55Z - 65/8"491.05---37.80--58.67Y-Y1.25/8"461.60---38.40--59.60X-X1.75Z - 75/8"480.95---30.40--47.18Y-Y1.15/8"461.40---33.60--52.15X-X1.55ZC-15/8"3341.10---112.20--174.13Y-Y1.255/8"3143.15---132.30--205.33X-X3.3ZC-25/8"2321.10---70.40--109.26Y-Y1.255/8"2142.95---82.60--128.20X-X3.1Z-35/8"1181.49---26.82--41.62Y-Y1.645/8"183.46---27.68--42.96X-X3.61Z-45/8"1101.55---15.50--24.06Y-Y1.75/8"191.83---16.47--25.56X-X1.98TANQUE CISTERNA5/8"1247.57---181.68--281.97Y-Y7.725/8"1782.95---230.10--357.12X-X3.1MONTACARGA5/8"2323.77---241.28--374.47Y-Y3.325/8"2343.65---248.20--385.21X-X3.201.06.02.03ACERO EN COLUMNAS17,482.03C-1EJE A-L/1-30.25ESTRIBOS0.23/8"24.0038.001.40-1276.80----715.010.45VERTICAL3.65/8"24.006.006.70---964.80--1,497.370.151.20.5EJE A-L/12-140.25ESTRIBOS0.23/8"27.0046.001.40-1738.80----973.730.45VERTICAL4.715/8"27.006.007.81---1265.22--1,963.620.151.20.5EJE F-F''/1-30.25ESTRIBOS0.23/8"5.0039.001.40-273.00----152.880.45VERTICAL3.65/8"5.006.006.85---205.50--318.940.21.40.4EJE A-L/4-110.25ESTRIBOS0.23/8"76.0042.001.40-4468.80----2,502.530.45VERTICAL4.155/8"76.006.007.25---3306.00--5,130.910.151.20.5C-2EJE A-A/14-140.25ESTRIBOS0.23/8"1.0092.001.40-128.80----72.130.45VERTICAL4.715/8"1.008.007.81---62.48--96.970.151.20.5EJE A,L/1-10.25ESTRIBOS0.23/8"2.0076.001.40-212.80----119.170.45VERTICAL3.65/8"2.008.006.70---107.20--166.370.151.20.5EJE 6,7/A,C,J,L0.25ESTRIBOS0.23/8"8.0084.001.40-940.80----526.850.45VERTICAL4.155/8"8.008.007.25---464.00--720.130.151.20.5C-AEJE A-L/4-110.15ESTRIBOS0.23/8"4.0030.000.80-96.00----53.760.25VERTICAL3.63/8"4.006.005.28-126.60----70.900.150.30.8EJE 13-13/D,E,H,I0.15ESTRIBOS0.23/8"4.0037.000.80-118.40----66.300.25VERTICAL4.713/8"4.006.006.39-153.24----85.810.150.30.8EJE 1'-9'/A'-K'0.15ESTRIBOS0.23/8"50.0033.000.80-1320.00----739.200.25VERTICAL4.153/8"50.006.005.83-1747.50----978.600.150.30.8C-BEJE 2-3/A-B,K-L0.15ESTRIBOS0.23/8"4.0028.000.70-78.40----43.900.2VERTICAL3.63/8"4.004.005.28-84.40----47.260.150.30.8EJE 12-13/A-B,K-L0.15ESTRIBOS0.23/8"4.0035.000.70-98.00----54.880.2VERTICAL4.713/8"4.004.006.39-102.16----57.210.150.30.8EJE 4-11/A-B,K-L0.15ESTRIBOS0.23/8"13.0031.000.70-282.10----157.980.2VERTICAL4.153/8"13.004.005.83-302.90----169.620.150.30.801.06.03.03ACERO EN PLACAS2,441.67PL-10.2ESTRIBOS3/8"1.0045.001.10-49.50----27.724.713/8"1.0045.001.40-63.00----35.28VERTICAL5/8"1.0012.007.99---95.82--148.710.153/8"1.0010.007.99-79.85----44.721.2HORIZONTAL0.53/8"1.0042.002.76-115.92----64.92PL-20.2ESTRIBOS3/8"1.0045.001.10-49.50----27.724.713/8"1.0045.001.40-63.00----35.28VERTICAL5/8"1.0012.007.99---95.82--148.710.153/8"1.002.007.99-15.97----8.941.2HORIZONTAL0.53/8"1.0042.001.30-54.60----30.58PL-3EJE 13-13/C,J0.2ESTRIBOS3/8"2.0045.000.80-72.00----40.323/8"2.0045.001.40-126.00----70.564.71VERTICAL5/8"2.0012.007.99---191.64--297.433/8"2.006.007.99-95.82----53.660.151.2HORIZONTAL3/8"2.0042.001.45-121.80----68.210.5EJE 2-2/C,J0.2ESTRIBOS3/8"2.0037.000.80-59.20----33.153/8"2.0037.001.40-103.60----58.023.6VERTICAL5/8"2.0012.006.88---165.00--256.083/8"2.006.006.88-82.50----46.200.151.2HORIZONTAL3/8"2.0035.001.45-101.50----56.840.5PL-4EJE 13-13/H-H0.15ESTRIBOS0.23/8"1.0046.001.50-69.00----38.640.6VERTICAL4.711/2"1.0010.007.99--79.85---79.370.151.20.5EJE 2-2/F-F0.15ESTRIBOS0.23/8"1.0047.001.50-70.50----39.480.6VERTICAL4.711/2"1.0010.008.14--81.35---80.860.21.40.4PL-50.15ESTRIBOS0.23/8"4.0046.001.50-276.00----154.560.6VERTICAL4.715/8"4.0010.007.99---319.40--495.710.151.20.501.06.04.03ACERO EN VIGAS19,202.10V-01EJE A,B,C,K,L,J/1-6HORIZONTAL SUPERIOR5/8"6.002.0022.50---269.94--418.95HORIZONTAL INFERIOR5/8"6.002.0022.50---269.94--418.95ESTRIBOS3/8"6.00127.001.40-1066.80----597.41EJE A,B,C,J,K/7-14HORIZONTAL SUPERIOR5/8"5.002.0030.75---307.45--477.16HORIZONTAL INFERIOR5/8"5.002.0029.35---293.45--455.43ESTRIBOS3/8"5.00176.001.40-1232.00----689.92EJE L-L/7-13HORIZONTAL SUPERIOR5/8"1.002.0024.70---49.39--76.65HORIZONTAL INFERIOR5/8"1.002.0024.70---49.39--76.65ESTRIBOS3/8"1.00152.001.40-212.80----119.17EJE D,E,F,F",G,G",H,I/1-3HORIZONTAL SUPERIOR5/8"8.002.0011.83---189.20--293.64HORIZONTAL INFERIOR5/8"8.002.0010.43---166.80--258.87ESTRIBOS3/8"8.0059.001.40-660.80----370.05EJE D,E,F,F",G,G",H,I/12-14HORIZONTAL SUPERIOR5/8"8.002.0011.83---189.20--293.64HORIZONTAL INFERIOR5/8"8.002.0010.43---166.80--258.87ESTRIBOS3/8"8.0059.001.40-660.80----370.05EJE 4,5,6,7,8,9,10,11/A-C,J-LHORIZONTAL SUPERIOR5/8"16.002.0012.76---408.16--633.46HORIZONTAL INFERIOR5/8"16.002.0011.36---363.36--563.93ESTRIBOS3/8"16.0064.001.40-1433.60----802.82EJE 2,13/A-C,J-LHORIZONTAL SUPERIOR5/8"4.002.0011.58---92.64--143.78HORIZONTAL INFERIOR5/8"4.002.0010.18---81.44--126.39ESTRIBOS3/8"4.0057.001.40-319.20----178.75EJE 1,3,13,14/A-F",G"-LHORIZONTAL SUPERIOR5/8"5.002.0027.16---271.55--421.45HORIZONTAL INFERIOR5/8"5.002.0027.16---271.55--421.45ESTRIBOS3/8"5.00143.001.40-1001.00----560.56EJE G"-L/13-14HORIZONTAL SUPERIOR5/8"1.002.0026.70---53.40--82.88HORIZONTAL INFERIOR5/8"1.002.0026.70---53.40--82.88ESTRIBOS3/8"1.00160.001.40-224.00----125.44EJE 1',3',5',6',7',9'/A'-K'HORIZONTAL SUPERIOR5/8"6.002.0028.35---340.20--527.99HORIZONTAL INFERIOR5/8"6.002.0028.35---340.20--527.99ESTRIBOS3/8"6.00163.001.40-1369.20----766.75EJE 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G-G"/2-3VERTICAL3/8"1.0034.006.88-233.75----130.905/8"1.0022.006.88---151.25--234.741/2"1.0010.006.88--68.75--68.34HORIZONTAL3/8"1.0036.006.46-232.56----130.23ESTRIBOS3/8"1.0038.001.60-60.80----34.053/8"1.0038.001.40-53.20----29.793/8"1.0038.001.90-72.20----40.43EJE 12-13/F-F"VERTICAL3/8"1.0034.007.99-271.49----152.035/8"1.0022.007.99---175.67--272.641/2"1.0010.007.99--79.85--79.37HORIZONTAL3/8"1.0042.006.46-271.32----151.94ESTRIBOS3/8"1.0045.001.60-72.00----40.323/8"1.0045.001.40-63.00----35.283/8"1.0045.001.90-85.50----47.88
ARQUITECTURAS&G CONSULT E.I.R.L.CONSULTORES, CONSTRUCTORES E INVERSIONESMETRADOS DETALLADOS SUB PRESUPUESTO ARQUITECTURAOBRA:CONSTRUCCIN DEL CENTRO COMERCIAL LA UNIONPLANO N:ARQUITECTURAPROP.:ASOC. DE COMERCIANTES LA UNION NUEVA TACNAHECHO POR:S&G CONSUL E.I.R.L.FECHA:SETIEMBRE 2014REVISADO POR:S&G CONSUL E.I.R.L.PARTIDAESPECIFICACIONESUNIDN VECESMEDIDASPARCIALTOTALLARGOANCHOALTURA02ARQUITECTURA02.01MUROS Y TABIQUES DE ALBAILERIA02.01.01MUROS DE SOGA DE LADRILLO HERCULES I DE ARCILLAm2557.72PRIMER NIVELBLOQUE -AEje B-B; Tramo 1-2m21.003.053.169.64Eje B-B; Tramo 2-3m21.003.103.229.98Eje B-B; Tramo 3-4m21.003.103.2910.20Eje B-B; Tramo 4-5m21.003.103.3610.42Eje B-B; Tramo 5-6m21.002.973.4310.19Eje C-C; Tramo 1-2m21.003.613.1611.39Eje C-C; Tramo 2'-3m21.002.343.167.39Eje D-D; Tramo 1-2'm21.003.613.1611.39Eje D-D; Tramo 2'-3m21.002.153.166.78Eje 2'-2'; Tramo C-Fm23.003.003.3630.24BLOQUE -BEje I-I; Tramo 1-2'm21.003.613.1611.39Eje I-I; Tramo 2'-3m21.002.153.166.78Eje J-J; Tramo 1-2m21.003.053.169.64Eje J-J; Tramo 2'-3m21.002.343.167.39Eje K-K; Tramo 1-2m21.003.053.169.64Eje K-K; Tramo 2-3m21.003.103.169.80Eje K-K; Tramo 3-4m21.003.103.169.80Eje K-K; Tramo 4-5m21.003.103.209.92Eje K-K; Tramo 5-6m21.002.973.4310.19Eje 2'-2'; Tramo G-Jm23.003.003.3630.24BLOQUE -CEje I-I; Tramo 12-12'm21.002.174.259.20Eje I-I; Tramo 12'-14m21.003.614.2515.32Eje J-J; Tramo 12-12'm21.002.374.2510.05Eje J-J; Tramo 13-14m21.003.054.2512.96Eje K-K; Tramo 7-8m21.003.053.5010.68Eje K-K; Tramo 8-9m21.003.103.7011.47Eje K-K; Tramo 9-10m21.003.103.8812.03Eje K-K; Tramo 10-11m21.003.104.0712.62Eje K-K; Tramo 11-12m21.003.104.2213.08Eje K-K; Tramo 12-13m21.003.124.2513.26Eje K-K; Tramo 13-14m21.003.054.2512.96Eje 12'-12'; Tramo G-Jm23.003.004.4540.05BLOQUE -DEje B-B; Tramo 9-10m21.003.103.8812.03Eje B-B; Tramo 10-11m21.003.104.0712.62Eje B-B; Tramo 11-12m21.003.104.2513.18Eje B-B; Tramo 12-13m21.003.124.2513.26Eje B-B; Tramo 13-14m21.003.054.2512.96Eje C-C; Tramo 12-12'm21.002.374.2510.05Eje C-C; Tramo 13-14m21.003.054.2512.96Eje D-D; Tramo 12-12'm21.002.174.259.20Eje D-D; Tramo 12'-14m21.003.614.2515.32Eje 12'-12'; Tramo C-Fm23.003.004.4540.0502.01.02MUROS DE SOGA DE LADRILLO BLOCKER II DE ARCILLAm2920.43PRIMER NIVELBLOQUE -AEje E-E; Tramo 1-2'm21.003.613.1611.41Eje E-E; Tramo 2'-3m21.002.143.166.76Eje F-F; Tramo 1-2m21.002.753.168.69Eje F-F; Tramo 2'-3m21.002.143.166.76Eje 2-2; Tramo A-Bm21.004.083.2213.14Eje 3-3; Tramo A-Bm21.004.083.2913.42Eje 3-3; Tramo B-Cm21.002.553.168.06Eje 4-4; Tramo A-Bm21.004.083.3613.71Eje 4-4; Tramo B-Cm21.002.553.208.16Eje 5-5; Tramo A-Bm21.004.083.4313.99Eje 5-5 Tramo B-Cm21.002.553.438.75HALL -2 (Escalera)Eje F'-F'; Tramo 2-3 (Banco de Medidores)m21.002.801.805.04BLOQUE - BEje G-G; Tramo 1-2'm21.003.593.1611.33Eje H-H; Tramo 1-2'm21.003.613.1611.39Eje H-H; Tramo 2'-3m21.002.153.166.78Eje 2-2; Tramo K-Lm21.004.083.2213.14Eje 3-3; Tramo J-Km21.002.553.168.06Eje 3-3; Tramo K-Lm21.004.083.2913.42Eje 4-4; Tramo J-Km21.002.553.208.16Eje 4-4; Tramo K-Lm21.004.083.3613.71Eje 5-5; Tramo J-Km21.002.553.438.75Eje 5-5; Tramo K-Lm21.004.083.4313.99BLOQUE -CEje G-G; Tramo 12-12'm21.002.174.259.20Eje G-G; Tramo 13-14m21.002.754.2511.69Eje H-H; Tramo 12-12'm21.002.174.259.20Eje H-H; Tramo 13-14m21.003.614.2515.32Eje 8-8; Tramo J-Km21.002.553.709.44Eje 8-8; Tramo K-Lm21.004.083.7015.10Eje 9-9; Tramo J-Km21.002.553.709.44Eje 9-9; Tramo K-Lm21.004.083.8815.83Eje 10-10; Tramo J-Km21.002.553.889.89Eje 10-10; Tramo K-Lm21.004.084.0716.61Eje 11-12; Tramo J-Km22.002.554.0120.45Eje 11-12; Tramo K-Lm22.004.084.2534.68Eje 13-13; Tramo K-Lm21.004.084.2517.34BLOQUE -DSS.HH. DAMAS- VARONESEje A-A; Tramo 7-8m21.002.853.008.55Eje A-A; Tramo 8-9m21.003.103.009.30Eje C-C; Tramo 7-7'm21.001.133.003.38Eje C-C; Tramo 8'-9m21.001.383.004.13Eje C-C; Tramo 9'-10m21.001.903.927.45Eje 7-7; Tramo A-Bm21.004.083.5514.48Eje 7-7; Tramo B-Cm21.002.553.559.05Eje 8-8; Tramo A-Bm21.004.083.8015.50Eje 8-8; Tramo B-Cm21.001.503.805.70Eje 9-9; Tramo A-Bm21.004.083.9215.99Eje 9-9; Tramo B-Cm21.002.553.9210.00CASETA DE CONTROLEntre Eje 7'-8; Tramo B'-Cm21.001.183.754.41m21.001.231.201.47Entre Eje 8-9; Tramo B'-Cm21.001.183.754.41m21.001.231.201.47Eje E-E; Tramo 12-12'm21.002.174.259.20Eje E-E; Tramo 13-14m21.002.754.2511.69Eje H-H; Tramo 13-14m21.003.614.2515.32Eje 10-10; Tramo A-Bm21.004.083.8815.83Eje 10-10; Tramo B-Cm21.002.553.9210.00Eje 11-11; Tramo A-Bm21.004.084.0716.61Eje 11-11; Tramo B-Cm21.002.554.0110.23Eje 12-12; Tramo A-Bm21.004.084.2517.34Eje 12-12; Tramo B-Cm21.002.554.2510.84Eje 13-13; Tramo A-Bm21.004.084.2517.34BLOQUE EEje B'-B'; Tramo 1'-2'm21.002.631.584.15Eje B'-B'; Tramo 2'-3'm21.002.631.674.38Eje B'-B'; Tramo 4'-5'm21.002.631.754.59Eje B'-B'; Tramo 5'-6'm21.002.631.854.86Eje B'-B'; Tramo 7'-8'm21.002.631.945.09Eje B'-B'; Tramo 8'-9'm21.002.632.035.33Eje C'-C'; Tramo 1'-2'm21.002.431.583.83Eje C'-C'; Tramo 2'-3'm21.002.431.674.05Eje C'-C'; Tramo 4'-5'm21.002.431.754.24Eje C'-C'; Tramo 5'-6'm21.002.431.854.49Eje C'-C'; Tramo 7'-8'm21.002.431.944.70Eje C'-C'; Tramo 8'-9'm21.002.432.034.92Eje D'-D'; Tramo 1'-2'm21.002.631.584.15Eje D'-D'; Tramo 2'-3'm21.002.631.674.38Eje D'-D'; Tramo 4'-5'm21.002.631.754.59Eje D'-D'; Tramo 5'-6'm21.002.631.854.86Eje D'-D'; Tramo 7'-8'm21.002.631.945.09Eje D'-D'; Tramo 8'-9'm21.002.632.035.33Eje H'-H'; Tramo 1'-2'm21.002.631.584.15Eje H'-H'; Tramo 2'-3'm21.002.631.674.38Eje H'-H'; Tramo 4'-5'm21.002.631.754.59Eje H'-H'; Tramo 5'-6'm21.002.631.854.86Eje H'-H'; Tramo 7'-8'm21.002.631.945.09Eje H'-H'; Tramo 8'-9'm21.002.632.035.33Eje I'-I'; Tramo 1'-2'm21.002.431.583.83Eje I'-I'; Tramo 2'-3'm21.002.431.674.05Eje I'-I'; Tramo 4'-5'm21.002.431.754.24Eje I'-I'; Tramo 5'-6'm21.002.431.854.49Eje I'-I'; Tramo 7'-8'm21.002.431.944.70Eje I'-I'; Tramo 8'-9'm21.002.432.034.92Eje J'-J'; Tramo 1'-2'm21.002.631.584.15Eje J'-J'; Tramo 2'-3'm21.002.631.674.38Eje J'-J'; Tramo 4'-5'm21.002.631.754.59Eje J'-J'; Tramo 5'-6'm21.002.631.854.86Eje J'-J'; Tramo 7'-8'm21.002.631.945.09Eje J'-J'; Tramo 8'-9'm21.002.632.035.330.0Eje 2'-2'; Tramo A'-B'm21.001.981.673.30Eje 2'-2'; Tramo B'-D'm22.002.151.677.18Eje 2'-2'; Tramo D'-F'm21.001.981.673.30Eje 2'-2'; Tramo G'-H'm21.001.981.673.30Eje 2'-2'; Tramo H'-J'm21.002.151.673.59Eje 2'-2'; Tramo J'-K'm21.001.981.673.30Eje 5'-5'; Tramo A'-B'm21.001.981.853.65Eje 5'-5'; Tramo B'-D'm22.002.151.857.96Eje 5'-5'; Tramo D'-F'm21.001.981.853.65Eje 5'-5'; Tramo G'-H'm21.001.981.853.65Eje 5'-5'; Tramo H'-J'm21.002.151.853.98Eje 5'-5'; Tramo J'-K'm21.001.981.853.65Eje 8'-8'; Tramo A'-B'm21.001.982.034.01Eje 8'-8'; Tramo B'-D'm22.002.152.038.73Eje 8'-8'; Tramo D'-F'm21.001.982.034.01Eje 8'-8'; Tramo G'-H'm21.001.982.034.01Eje 8'-8'; Tramo H'-J'm21.002.152.034.36Eje 8'-8'; Tramo J'-K'm21.001.982.034.01HALL -1 (Escalera)Eje F'-F'; Tramo 12-13' (banco de medidores)m21.002.351.804.2302.02REVOQUES Y REVESTIMIENTO02.02.01TARRAJEO PRIMARIO O RAYADO C/MORTERO 1:5m2240.22PRIMER NIVELBLOQUE -DSS.HH. DAMAS- VARONESEje A-A; Tramo 7-8m21.002.852.005.70Eje A-A; Tramo 8-9m21.003.102.006.20Eje C-C; Tramo 7-7'm21.001.132.002.25Eje A-A; Tramo 8'-9m21.001.382.002.75Eje 7-7; Tramo A-Bm21.004.082.008.16Eje 7-7; Tramo B-Cm21.002.552.005.10En Columnasm21.001.852.003.70Eje 8-8; Tramo A-Bm22.004.082.0016.32Eje 8-8; Tramo B-Cm22.001.502.006.00En Columnasm22.000.902.003.60Eje 9-9; Tramo A-Bm21.004.082.008.16Eje 9-9; Tramo B-Cm21.002.552.005.10En Columnasm21.001.252.002.50CASETA DE CONTROLEntre Eje 7'-8; Tramo B'-Cm22.001.182.004.70m22.001.231.202.94Entre Eje 8-9; Tramo B'-Cm22.001.182.004.70m22.001.231.202.94En Columnasm21.000.652.001.30SS.HH. PARA DISCAPACITADOSEje 9-9; Tramo B-Cm21.003.052.006.10Eje 10-10; Tramo B-Cm21.002.902.005.80Eje B-B; Tramo 9-10m21.003.202.006.40Eje C-C; Tramo 9'-10m21.001.902.003.80EN PUESTOS CON LAVAMANOSBLOQUE-APuesto A1m21.001.201.501.80Puesto A2m21.001.201.501.80Puesto A3m21.001.201.501.80Puesto A4m21.001.201.501.80Puesto A5m21.001.201.501.80Puesto A6m21.001.201.501.80Puesto A7m21.001.201.501.80Puesto A8m21.001.201.501.80Puesto A9m21.001.201.501.80Puesto A10m21.001.201.501.80Puesto A11m21.001.201.501.80Puesto A12m21.001.201.501.80Puesto Proyectado Ingreso 2m21.001.201.501.80BLOQUE-BPuesto B1m21.001.201.501.80Puesto B2m21.001.201.501.80Puesto B3m21.001.201.501.80Puesto B4m21.001.201.501.80Puesto B5m21.001.201.501.80Puesto B6m21.001.201.501.80Puesto B7m21.001.201.501.80Puesto B8m21.001.201.501.80Puesto B9m21.001.201.501.80Puesto B13m21.001.201.501.80Puesto B14m21.001.201.501.80Puesto B15m21.001.201.501.80BLOQUE-CPuesto C1m21.001.201.501.80Puesto C2m21.001.201.501.80Puesto C3m21.001.201.501.80Puesto C4m21.001.201.501.80Puesto C5m21.001.201.501.80Puesto C6m21.001.201.501.80Puesto C7m21.001.201.501.80Puesto C8m21.001.201.501.80Puesto C9m21.001.201.501.80Puesto C10m21.001.201.501.80Puesto C11m21.001.201.501.80Puesto Proyectado Ingreso 1m21.001.201.501.80BLOQUE-DPuesto D1m21.001.201.501.80Puesto D2m21.001.201.501.80Puesto D3m21.001.201.501.80Puesto D4m21.001.201.501.80Puesto D5m21.001.201.501.80Puesto D6m21.001.201.501.80Puesto D7m21.001.201.501.80Puesto D8m21.001.201.501.80Puesto D9m21.001.201.501.80BLOQUE-EPuesto E1m21.001.201.501.80Puesto E2m21.001.201.501.80Puesto E3m21.001.201.501.80Puesto E4m21.001.201.501.80Puesto G5m21.001.201.501.80Puesto G6m21.001.201.501.80Puesto G7m21.001.201.501.80Puesto G8m21.001.201.501.80Puesto H1m21.001.201.501.80Puesto H2m21.001.201.501.80Puesto H3m21.001.201.501.80Puesto H4m21.001.201.501.80Puesto I1m21.001.201.501.80Puesto I2m21.001.201.501.80Puesto I3m21.001.201.501.80Puesto I4m21.001.201.501.80Puesto I5m21.001.201.501.80Puesto I6m21.001.201.501.80Puesto I7m21.001.201.501.80Puesto I8m21.001.201.501.80Puesto J5m21.001.201.501.80Puesto J6m21.001.201.501.80Puesto J7m21.001.201.501.80Puesto J8m21.001.201.501.8002.02.02TARRAJEO DE MUROS INTERIORES Y EXTERIORES CON CEMENTO - ARENAm22,874.58EN MUROS CON LADRILLO HERCULESPRIMER NIVELBLOQUE -AEje B-B; Tramo 1-2m22.003.053.3620.50Eje B-B; Tramo 2-3m22.003.103.4221.20Eje B-B; Tramo 3-4m22.003.103.4921.64Eje B-B; Tramo 4-5m22.003.103.5622.07Eje B-B; Tramo 5-6m22.002.973.6321.56Eje C-C; Tramo 1-2m22.003.613.3624.23Eje C-C; Tramo 2'-3m22.002.343.3615.72Eje D-D; Tramo 1-2'm22.003.613.3624.23Eje D-D; Tramo 2'-3m22.002.153.3614.41Eje 2'-2'; Tramo C-Fm26.003.003.5664.08BLOQUE -BEje I-I; Tramo 1-2'm22.003.613.3624.23Eje I-I; Tramo 2'-3m22.002.153.3614.41Eje J-J; Tramo 1-2m22.003.053.3620.50Eje J-J; Tramo 2'-3m22.002.343.3615.72Eje K-K; Tramo 1-2m22.003.053.3620.50Eje K-K; Tramo 2-3m22.003.103.3620.83Eje K-K; Tramo 3-4m22.003.103.3620.83Eje K-K; Tramo 4-5m22.003.103.4021.08Eje K-K; Tramo 5-6m22.002.973.6321.56Eje 2'-2'; Tramo G-Jm26.003.003.5664.08BLOQUE -CEje I-I; Tramo 12-12'm22.002.174.4519.27Eje I-I; Tramo 12'-14m22.003.614.4532.08Eje J-J; Tramo 12-12'm22.002.374.4521.05Eje J-J; Tramo 13-14m22.003.054.4527.15Eje K-K; Tramo 7-8m22.003.053.7022.57Eje K-K; Tramo 8-9m22.003.103.9024.18Eje K-K; Tramo 9-10m22.003.104.0825.30Eje K-K; Tramo 10-11m22.003.104.2726.47Eje K-K; Tramo 11-12m22.003.104.4227.40Eje K-K; Tramo 12-13m22.003.124.4527.77Eje K-K; Tramo 13-14m22.003.054.4527.15Eje 12'-12'; Tramo G-Jm26.003.004.6583.70BLOQUE -DEje B-B; Tramo 9-10m22.003.104.0825.30Eje B-B; Tramo 10-11m22.003.104.2726.47Eje B-B; Tramo 11-12m22.003.104.4527.59Eje B-B; Tramo 12-13m22.003.124.4527.77Eje B-B; Tramo 13-14m22.003.054.4527.15Eje C-C; Tramo 12-12'm22.002.374.4521.05Eje C-C; Tramo 13-14m22.003.054.4527.15Eje D-D; Tramo 12-12'm22.002.174.4519.27Eje D-D; Tramo 12'-14m22.003.614.4532.08Eje 12'-12'; Tramo C-Fm26.003.004.6583.70EN MUROS BLOQUER IIPRIMER NIVELBLOQUE -AEje E-E; Tramo 1-2'm22.003.613.3624.26Eje E-E; Tramo 2'-3m22.002.143.3614.38Eje F-F; Tramo 1-2m22.002.753.3618.48Eje F-F; Tramo 2'-3m22.002.143.3614.38Eje 2-2; Tramo A-Bm22.004.083.4227.91Eje 3-3; Tramo A-Bm22.004.083.4928.48Eje 3-3; Tramo B-Cm22.002.553.3617.14Eje 4-4; Tramo A-Bm22.004.083.5629.05Eje 4-4; Tramo B-Cm22.002.553.4017.34Eje 5-5; Tramo A-Bm22.004.083.6329.62Eje 5-5 Tramo B-Cm22.002.553.6318.51HALL -2 (Escalera)Eje F'-F'; Tramo 2-3 (banco de medidores)m22.002.801.8010.08BLOQUE - BEje G-G; Tramo 1-2'm22.003.593.3624.09Eje H-H; Tramo 1-2'm22.003.613.3624.23Eje H-H; Tramo 2'-3m22.002.153.3614.41Eje 2-2; Tramo K-Lm22.004.083.4227.91Eje 3-3; Tramo J-Km22.002.553.3617.14Eje 3-3; Tramo K-Lm22.004.083.4928.48Eje 4-4; Tramo J-Km22.002.553.4017.34Eje 4-4; Tramo K-Lm22.004.083.5629.05Eje 5-5; Tramo J-Km22.002.553.6318.51Eje 5-5; Tramo K-Lm22.004.083.6329.62BLOQUE -CEje G-G; Tramo 12-12'm22.002.174.4519.27Eje G-G; Tramo 13-14m22.002.754.4524.48Eje H-H; Tramo 12-12'm22.002.174.4519.27Eje H-H; Tramo 13-14m22.003.614.4532.08Eje 8-8; Tramo J-Km22.002.553.9019.89Eje 8-8; Tramo K-Lm22.004.083.9031.82Eje 9-9; Tramo J-Km22.002.553.9019.89Eje 9-9; Tramo K-Lm22.004.084.0833.29Eje 10-10; Tramo J-Km22.002.554.0820.81Eje 10-10; Tramo K-Lm22.004.084.2734.84Eje 11-12; Tramo J-Km24.002.554.2142.94Eje 11-12; Tramo K-Lm24.004.084.4572.62Eje 13-13; Tramo K-Lm22.004.084.4536.31BLOQUE -DSS.HH. DAMAS- VARONESEje A-A; Tramo 7-8m22.002.853.2018.24Eje A-A; Tramo 8-9m22.003.103.2019.84Eje C-C; Tramo 7-7'm22.001.133.207.20Eje C-C; Tramo 8'-9m22.001.383.208.80Eje C-C; Tramo 9'-10m22.001.904.1215.66Eje 7-7; Tramo A-Bm22.004.083.7530.60Eje 7-7; Tramo B-Cm22.002.553.7519.13Eje 8-8; Tramo A-Bm22.004.084.0032.64Eje 8-8; Tramo B-Cm22.001.504.0012.00Eje 9-9; Tramo A-Bm22.004.084.1233.62Eje 9-9; Tramo B-Cm22.002.554.1221.01CASETA DE CONTROLEntre Eje 7'-8; Tramo B'-Cm22.001.183.959.28m22.001.231.202.94Entre Eje 8-9; Tramo B'-Cm22.001.183.959.28m22.001.231.202.94Eje E-E; Tramo 12-12'm22.002.174.4519.27Eje E-E; Tramo 13-14m22.002.754.4524.48Eje H-H; Tramo 13-14m22.003.614.4532.08Eje 10-10; Tramo A-Bm22.004.084.0833.29Eje 10-10; Tramo B-Cm22.002.554.1221.01Eje 11-11; Tramo A-Bm22.004.084.2734.84Eje 11-11; Tramo B-Cm22.002.554.2121.47Eje 12-12; Tramo A-Bm22.004.084.4536.31Eje 12-12; Tramo B-Cm22.002.554.4522.70Eje 13-13; Tramo A-Bm22.004.084.4536.31BLOQUE EEje B'-B'; Tramo 1'-2'm22.002.631.688.82Eje B'-B'; Tramo 2'-3'm22.002.631.779.29Eje B'-B'; Tramo 4'-5'm22.002.631.859.71Eje B'-B'; Tramo 5'-6'm22.002.631.9510.24Eje B'-B'; Tramo 7'-8'm22.002.632.0410.71Eje B'-B'; Tramo 8'-9'm22.002.632.1311.18Eje C'-C'; Tramo 1'-2'm22.002.431.688.15Eje C'-C'; Tramo 2'-3'm22.002.431.778.58Eje C'-C'; Tramo 4'-5'm22.002.431.858.97Eje C'-C'; Tramo 5'-6'm22.002.431.959.46Eje C'-C'; Tramo 7'-8'm22.002.432.049.89Eje C'-C'; Tramo 8'-9'm22.002.432.1310.33Eje D'-D'; Tramo 1'-2'm22.002.631.688.82Eje D'-D'; Tramo 2'-3'm22.002.631.779.29Eje D'-D'; Tramo 4'-5'm22.002.631.859.71Eje D'-D'; Tramo 5'-6'm22.002.631.9510.24Eje D'-D'; Tramo 7'-8'm22.002.632.0410.71Eje D'-D'; Tramo 8'-9'm22.002.632.1311.18Eje H'-H'; Tramo 1'-2'm22.002.631.688.82Eje H'-H'; Tramo 2'-3'm22.002.631.779.29Eje H'-H'; Tramo 4'-5'm22.002.631.859.71Eje H'-H'; Tramo 5'-6'm22.002.631.9510.24Eje H'-H'; Tramo 7'-8'm22.002.632.0410.71Eje H'-H'; Tramo 8'-9'm22.002.632.1311.18Eje I'-I'; Tramo 1'-2'm22.002.431.688.15Eje I'-I'; Tramo 2'-3'm22.002.431.778.58Eje I'-I'; Tramo 4'-5'm22.002.431.858.97Eje I'-I'; Tramo 5'-6'm22.002.431.959.46Eje I'-I'; Tramo 7'-8'm22.002.432.049.89Eje I'-I'; Tramo 8'-9'm22.002.432.1310.33Eje J'-J'; Tramo 1'-2'm22.002.631.698.87Eje J'-J'; Tramo 2'-3'm22.002.631.779.29Eje J'-J'; Tramo 4'-5'm22.002.631.859.71Eje J'-J'; Tramo 5'-6'm22.002.631.9510.24Eje J'-J'; Tramo 7'-8'm22.002.632.0410.71Eje J'-J'; Tramo 8'-9'm22.002.632.1311.180.0Eje 2'-2'; Tramo A'-B'm22.001.981.776.99Eje 2'-2'; Tramo B'-D'm24.002.151.7715.22Eje 2'-2'; Tramo D'-F'm22.001.981.776.99Eje 2'-2'; Tramo G'-H'm22.001.981.776.99Eje 2'-2'; Tramo H'-J'm22.002.151.777.61Eje 2'-2'; Tramo J'-K'm22.001.981.776.99Eje 5'-5'; Tramo A'-B'm22.001.981.957.70Eje 5'-5'; Tramo B'-D'm24.002.151.9516.77Eje 5'-5'; Tramo D'-F'm22.001.981.957.70Eje 5'-5'; Tramo G'-H'm22.001.981.957.70Eje 5'-5'; Tramo H'-J'm22.002.151.958.39Eje 5'-5'; Tramo J'-K'm22.001.981.957.70Eje 8'-8'; Tramo A'-B'm22.001.982.138.41Eje 8'-8'; Tramo B'-D'm24.002.152.1318.32Eje 8'-8'; Tramo D'-F'm22.001.982.138.41Eje 8'-8'; Tramo G'-H'm22.001.982.138.41Eje 8'-8'; Tramo H'-J'm22.002.152.139.16Eje 8'-8'; Tramo J'-K'm22.001.982.138.41HALL -1 (Escalera)Eje F'-F'; Tramo 12-13'm22.002.351.808.46MENOS TARRAJEO PRIMARIO RAYADOm21.00area=240.22(240.22)02.02.03TARRAJEO DE SUPERFICIE DE COLUMNAS CON CEMENTO-ARENAm2967.82PRIMER NIVELBLOQUE AC-2Eje A- Eje 1m21.00perim=1.803.406.12Eje A- Eje 6m21.00perim=1.803.756.75Eje C- Eje 6m21.00perim=1.803.756.75C-1Eje A- Eje 2m21.00perim=1.253.474.34Eje A- Eje 3m21.00perim=1.253.544.43Eje A- Eje 4m21.00perim=1.253.614.51Eje A- Eje 5m21.00perim=1.253.684.60Eje B- Eje 1m21.00perim=1.253.404.25Eje B- Eje 2m21.00perim=0.953.423.25Eje B- Eje 3m21.00perim=0.803.492.79Eje B- Eje 4m21.00perim=0.803.562.85Eje B- Eje 5m21.00perim=0.803.632.90Eje B- Eje 6m21.00perim=1.253.754.69Eje C- Eje 1m21.00perim=1.253.404.25Eje C- Eje 3m21.00perim=1.103.403.74Eje C- Eje 4m21.00perim=1.253.444.30Eje C- Eje 5m21.00perim=1.253.634.54Eje D- Eje 1m21.00perim=1.253.404.25Eje D- Eje 3m21.00perim=1.253.404.25Eje E- Eje 1m21.00perim=1.253.404.25Eje E- Eje 3m21.00perim=1.253.404.25Eje F- Eje 1m21.00perim=1.253.404.25Eje F- Eje 3m21.00perim=1.253.404.25Eje F'- Eje 1m21.00perim=1.403.404.76Eje F'- Eje 2m21.00perim=1.253.404.25Eje F'- Eje 3m21.00perim=1.253.404.25PL-03Eje C - Eje 2'm21.00perim=2.463.408.36PL-04Eje F - Eje 2'm21.00perim=2.063.407.00C-AEje D- Eje 2'm21.00perim=0.203.360.67Eje E- Eje 2'm21.00perim=0.203.360.67C-BEje 2; Tramo A-Bm21.00perim=0.403.421.37Eje 3; Tramo A-Bm21.00perim=0.403.491.40Eje 4; Tramo A-Bm21.00perim=0.403.561.42Eje 5; Tramo A-Bm21.00perim=0.403.631.45BLOQUE BC-2Eje L- Eje 1m21.00perim=1.803.406.12Eje L- Eje 6m21.00perim=1.803.756.75Eje J- Eje 6m21.00perim=1.803.756.75C-1Eje L- Eje 2m21.00perim=1.253.474.34Eje L- Eje 3m21.00perim=1.253.544.43Eje L- Eje 4m21.00perim=1.253.614.51Eje L- Eje 5m21.00perim=1.253.684.60Eje K- Eje 1m21.00perim=1.253.404.25Eje K- Eje 2m21.00perim=0.953.423.25Eje K- Eje 3m21.00perim=0.803.492.79Eje K- Eje 4m21.00perim=0.803.562.85Eje K- Eje 5m21.00perim=0.803.632.90Eje K- Eje 6m21.00perim=1.253.754.69Eje J- Eje 1m21.00perim=1.253.404.25Eje J- Eje 3m21.00perim=1.103.403.74Eje J- Eje 4m21.00perim=1.253.444.30Eje J- Eje 5m21.00perim=1.253.634.54Eje I- Eje 1m21.00perim=1.253.404.25Eje I- Eje 3m21.00perim=1.253.404.25Eje H- Eje 1m21.00perim=1.253.404.25Eje H- Eje 3m21.00perim=1.253.404.25Eje G- Eje 1m21.00perim=1.253.404.25Eje G'- Eje 1m21.00perim=1.403.404.76PL-03Eje J - Eje 2'm21.00perim=2.463.408.36C-AEje H- Eje 2'm21.00perim=0.203.360.67Eje I- Eje 2'm21.00perim=0.203.360.67C-BEje 2; Tramo K-Lm21.00perim=0.403.421.37Eje 3; Tramo K-Lm21.00perim=0.403.491.40Eje 4; Tramo K-Lm21.00perim=0.403.561.42Eje 5; Tramo K-Lm21.00perim=0.403.631.45BLOQUE CC-2Eje K- Eje 7m21.00perim=1.803.756.75Eje L- Eje 7m21.00perim=1.803.756.75C-1Eje L- Eje 8m21.00perim=1.253.954.94Eje L- Eje 9m21.00perim=1.254.135.16Eje L- Eje 10m21.00perim=1.254.325.40Eje L- Eje 11m21.00perim=1.254.505.63Eje L- Eje 12m21.00perim=1.254.505.63Eje K- Eje 7m21.00perim=1.253.754.69Eje K- Eje 8m21.00perim=0.803.903.12Eje K- Eje 9m21.00perim=0.804.083.26Eje K- Eje 10m21.00perim=0.804.273.42Eje K- Eje 11m21.00perim=0.804.453.56Eje K- Eje 12m21.00perim=0.804.453.56Eje K- Eje 13m21.00perim=0.954.454.23Eje J- Eje 8m21.00perim=1.253.954.94Eje J- Eje 9m21.00perim=1.254.135.16Eje J- Eje 10m21.00perim=1.254.265.33Eje J- Eje 11m21.00perim=1.254.505.63Eje J- Eje 12m21.00perim=1.104.504.95Eje J- Eje 13m21.00perim=1.254.505.63Eje I- Eje 12m21.00perim=1.254.505.63Eje I- Eje 14m21.00perim=1.254.505.63Eje H- Eje 12m21.00perim=1.254.505.63Eje H- Eje 14m21.00perim=1.254.505.63Eje G- Eje 12m21.00perim=1.254.505.63Eje G- Eje 14m21.00perim=1.254.505.63Eje G'- Eje 12m21.00perim=1.254.505.63Eje G'- Eje 13m21.00perim=1.254.505.63Eje G'- Eje 14m21.00perim=1.404.506.30PL-01Eje K- Eje 14m21.00perim=5.394.5024.24PL-02Eje L- Eje 13m21.00perim=2.534.5011.37PL-03Eje J- Eje 12'm21.00perim=2.464.5011.07PL-04Eje G- Eje 12'm21.00perim=2.214.509.95C-AEje H- Eje 12'm21.00perim=0.204.450.89Eje I- Eje 12'm21.00perim=0.204.450.89C-BEje 8; Tramo K-Lm21.00perim=0.403.901.56Eje 9; Tramo K-Lm21.00perim=0.404.081.63Eje 10; Tramo K-Lm21.00perim=0.404.271.71Eje 11; Tramo K-Lm21.00perim=0.404.451.78Eje 12; Tramo K-Lm21.00perim=0.404.451.78Eje 13; Tramo K-Lm21.00perim=0.404.451.78BLOQUE DC-2Eje A- Eje 7m21.00perim=1.803.756.75Eje A- Eje 14m21.00perim=1.804.508.10Eje C- Eje 7m21.00perim=1.803.756.75C-1Eje A- Eje 8m21.00perim=0.953.953.75Eje A- Eje 9m21.00perim=1.104.134.54Eje A- Eje 10m21.00perim=1.254.325.40Eje A- Eje 11m21.00perim=1.254.505.63Eje A- Eje 12m21.00perim=1.254.505.63Eje A- Eje 13m21.00perim=1.254.505.63Eje B- Eje 7m21.00perim=1.103.904.29Eje B- Eje 8m21.00perim=1.103.904.29Eje B- Eje 9m21.00perim=0.954.083.88Eje B- Eje 10m21.00perim=0.804.273.42Eje B- Eje 11m21.00perim=0.804.453.56Eje B- Eje 12m21.00perim=0.804.453.56Eje B- Eje 13m21.00perim=0.954.454.23Eje B- Eje 14m21.00perim=1.254.455.56Eje C- Eje 8m21.00perim=1.103.954.35Eje C- Eje 9m21.00perim=1.104.174.59Eje C- Eje 10m21.00perim=1.104.264.69Eje C- Eje 11m21.00perim=0.954.504.28Eje C- Eje 12m21.00perim=1.104.504.95Eje C- Eje 13m21.00perim=1.254.505.63Eje D- Eje 12m21.00perim=1.254.505.63Eje D- Eje 14m21.00perim=1.254.505.63Eje E- Eje 12m21.00perim=1.254.505.63Eje E- Eje 14m21.00perim=1.254.505.63Eje F- Eje 14m21.00perim=1.254.505.63Eje F'- Eje 14m21.00perim=1.404.506.30PL-03Eje J- Eje 12'm21.00perim=2.464.5011.07C-AEje D- Eje 12'm21.00perim=0.204.450.89Eje E- Eje 12'm21.00perim=0.204.450.89C-BEje 7; Tramo A-Bm21.00perim=0.403.951.58Eje 8; Tramo A-Bm21.00perim=0.403.951.58Eje 9; Tramo A-Bm21.00perim=0.404.081.63Eje 10; Tramo A-Bm21.00perim=0.404.271.71Eje 11; Tramo A-Bm21.00perim=0.404.451.78Eje 12; Tramo A-Bm21.00perim=0.404.451.78Eje 13; Tramo A-Bm21.00perim=0.404.451.78Av. Villa el salvadorm21.00perim=2.700.180.47m21.00perim=1.500.180.26m21.00perim=2.580.180.45BLOQUE EC-1Eje A'- Eje 1'm21.00perim=1.403.404.76Eje A'- Eje 3'm21.00perim=1.403.755.25Eje A'- Eje 4'm21.00perim=1.403.755.25Eje A'- Eje 6'm21.00perim=1.404.125.77Eje A'- Eje 7'm21.00perim=1.404.125.77Eje A'- Eje 9'm21.00perim=1.404.506.30Eje C'- Eje 1'm21.00perim=1.253.404.25Eje C'- Eje 3'm21.00perim=1.253.754.69Eje C'- Eje 4'm21.00perim=1.253.754.69Eje C'- Eje 6'm21.00perim=1.254.125.15Eje C'- Eje 7'm21.00perim=1.254.125.15Eje C'- Eje 9'm21.00perim=1.254.505.63Eje F'- Eje 1'm21.00perim=1.403.404.76Eje F'- Eje 3'm21.00perim=1.403.755.25Eje F'- Eje 4'm21.00perim=1.403.755.25Eje F'- Eje 6'm21.00perim=1.404.125.77Eje F'- Eje 7'm21.00perim=1.404.125.77Eje F'- Eje 9'm21.00perim=1.404.506.30Eje G'- Eje 1'm21.00perim=1.403.404.76Eje G'- Eje 3'm21.00perim=1.403.755.25Eje G'- Eje 4'm21.00perim=1.403.755.25Eje G'- Eje 6'm21.00perim=1.404.125.77Eje G'- Eje 7'm21.00perim=1.404.125.77Eje G'- Eje 9'm21.00perim=1.404.506.30Eje I'- Eje 1'm21.00perim=1.253.404.25Eje I'- Eje 3'm21.00perim=1.253.754.69Eje I'- Eje 4'm21.00perim=1.253.754.69Eje I'- Eje 6'm21.00perim=1.254.125.15Eje I'- Eje 7'm21.00perim=1.254.125.15Eje I'- Eje 9'm21.00perim=1.254.505.63Eje K'- Eje 1'm21.00perim=1.403.404.76Eje K'- Eje 3'm21.00perim=1.403.755.25Eje K'- Eje 4'm21.00perim=1.403.755.25Eje K'- Eje 6'm21.00perim=1.404.125.77Eje K'- Eje 7'm21.00perim=1.404.125.77Eje K'- Eje 9'm21.00perim=1.404.506.30PL-05Eje A'- Eje 2'm21.00perim=1.353.534.77Eje A'- Eje 8'm21.00perim=1.354.265.75Eje K'- Eje 2'm21.00perim=1.353.534.77Eje K'- Eje 8'm21.00perim=1.354.265.75C-AEje A'- Eje 5'm21.00perim=0.653.892.53Eje B'-Eje 1'm21.00perim=0.653.402.21Eje B'-Eje 2'm21.00perim=0.203.530.71Eje B'-Eje 3'm21.00perim=0.653.752.44Eje B'-Eje 4'm21.00perim=0.653.752.44Eje B'-Eje 5'm21.00perim=0.203.890.78Eje B'-Eje 6'm21.00perim=0.654.122.68Eje B'-Eje 7'm21.00perim=0.654.122.68Eje B'-Eje 8'm21.00perim=0.204.260.85Eje B'-Eje 9'm21.00perim=0.654.502.93Eje C- Eje 2'm21.00perim=0.203.530.71Eje C'-Eje 5'm21.00perim=0.203.890.78Eje C'-Eje 8'm21.00perim=0.204.260.85Eje D'-Eje 1'm21.00perim=0.653.402.21Eje D'-Eje 2'm21.00perim=0.203.530.71Eje D'-Eje 3'm21.00perim=0.653.752.44Eje D'-Eje 4'm21.00perim=0.653.752.44Eje D'-Eje 5'm21.00perim=0.203.890.78Eje D'-Eje 6'm21.00perim=0.654.122.68Eje D'-Eje 7'm21.00perim=0.654.122.68Eje D'-Eje 8'm21.00perim=0.204.260.85Eje D'-Eje 9'm21.00perim=0.654.502.93Eje F'-Eje 2'm21.00perim=0.653.532.29Eje F'-Eje 5'm21.00perim=0.653.892.53Eje F'-Eje 8'm21.00perim=0.654.262.77Eje G'-Eje 2'm21.00perim=0.653.532.29Eje G'-Eje 5'm21.00perim=0.653.892.53Eje G'-Eje 8'm21.00perim=0.654.262.77Eje H'-Eje 1'm21.00perim=0.653.402.21Eje H'-Eje 2'm21.00perim=0.203.530.71Eje H'-Eje 3'm21.00perim=0.653.752.44Eje H'-Eje 4'm21.00perim=0.653.752.44Eje H'-Eje 5'm21.00perim=0.203.890.78Eje H'-Eje 6'm21.00perim=0.654.122.68Eje H'-Eje 7'm21.00perim=0.654.122.68Eje H'-Eje 8'm21.00perim=0.204.260.85Eje H'-Eje 9'm21.00perim=0.654.502.93Eje I'- Eje 2'm21.00perim=0.203.530.71Eje I'-Eje 5'm21.00perim=0.203.890.78Eje I'-Eje 8'm21.00perim=0.204.260.85Eje J'- Eje 1'm21.00perim=1.403.404.76Eje J'- Eje 3'm21.00perim=1.403.755.25Eje J'- Eje 4'm21.00perim=1.403.755.25Eje J'- Eje 6'm21.00perim=1.404.125.77Eje J'- Eje 7'm21.00perim=1.404.125.77Eje J'- Eje 9'm21.00perim=1.404.506.30Eje K'- Eje 5'm21.00perim=0.653.892.5302.02.04TARRAJEO EN SUPERFICIE DE VIGAS CON CEMENTO-ARENAm2948.51V-01EJE A,B,C,K,L,J/1-66.0018.30perim=0.7076.84EJE A,B,C,J,K/7-145.0025.10perim=0.7087.83EJE 2,3,4,5,7,8,9,10,11,12,13/A-B,K-L21.004.68perim=0.7068.80EJE 1,2,3,4,5,6,7,8,9,10,11,12,13,14/B-C,J-K28.002.75perim=0.7053.90EJE L-L/7-131.0021.80perim=0.7015.26EJE 1,3,12,14/C-F"4.0011.50perim=0.7032.20EJE 1,3,12,14/G"-J4.0011.70perim=0.7032.76EJE D,E,F,F",G,G",H,I/1-38.007.93perim=0.7044.38EJE D,E,F,F",G,G",H,I/12-148.007.95perim=0.7044.49EJE 4,5,6,7,8,9,10,11/C-D,I-J16.001.18perim=0.7013.16EJE K-L/13-141.006.47perim=0.704.53EJE 1',3',4',6',7',9'/A'-K'6.0024.95perim=0.70104.79EJE A',C',F',G',I',K'/7'-9',1'-3',4'-6'18.005.50perim=0.7069.30EJE A',C',F',G',I',K'/6'-7'6.002.10perim=0.708.82EJE A',C',F',G',I',K'/3'-4'6.004.30perim=0.7018.06V-02EJE 1,6,14/A-B3.004.68perim=0.659.13EJE 1,6,7/K-L3.004.68perim=0.659.13EJE 1-1/A,B,C,D,E,F,F",G,G",H,I,J,K,L14.001.42perim=0.6512.92EJE A',C',F',G',I',K'/1-16.001.05perim=0.654.08EJE A',C',F',G',I',K'/9-96.001.03perim=0.654.00V-02'EJE 1,2,3,4,5,6,7,8,9,10,11,12,13,14/A-A,L-L27.001.80perim=0.8541.31EJE 14-14/A,B,C,D,E,F,F'',G,G'',H,I,J,K,L13.001.80perim=0.8519.89V-03EJE 1,2,3/F"-G"6.002.08perim=0.8510.58EJE 12,13,14/F"-G"6.002.08perim=0.8510.58V-CHEJE 2-2,13-13/C-F,G-J4.008.70perim=0.258.70EJE 3',5',8'/A'-F',G'-K'6.0011.23perim=0.2516.84EJE B',D',H',J'/1-3,4-6,7-924.002.63perim=0.2515.75EJE B',D',H',J'/3-44.003.30perim=0.253.30VvEJE A-F"/7-141.0093.80perim=0.2018.76EJE A-F"/1-61.0080.04perim=0.2016.01EJE G"-L/1-61.0080.44perim=0.2016.09EJE G"-L/7-141.0091.24perim=0.2018.25EJE 1'-9'/A'-K'1.0095.34perim=0.2019.07EJE F'-G'/1'-3',4'-6',7'-9'12.002.63perim=0.206.30EJE 3'-4'/A'-F',G'-K'16.003.98perim=0.2012.7202.02.05TARRAJEO CON IMPERMEABILIZANTE CISTERNA MEZCLA 1:4m246.64Muros Interioresm21.0016.601.4023.24Fondom21.00area=11.7011.70Losam21.00area=11.7011.7002.02.06VESTIDURA DE DERRAMES EN PUERTAS, VENTANAS Y VANOSm26.30V-1m4.001.807.20V-3m1.006.206.20V-4m1.005.705.70P-18m1.002.402.40P-19m2.002.404.8002.03CIELORRASOS02.03.01CIELORRASOS CON MEZCLA DE CEMENTO-ARENAm21,813.29BLOQUE -AA-1m21.004.682.9713.90A-2m21.004.683.1014.51A-3m21.004.683.1014.51A-4m21.004.683.1014.51A-5m21.004.683.0514.27A-6m21.002.753.058.39m21.002.753.108.53A-7m21.003.862.9511.37A-8m21.003.862.9011.18A-9m21.003.862.8510.99A-10m21.002.402.856.83A-11m21.002.402.906.95A-12m21.002.402.957.07DEPOSITOm21.002.753.108.53ADMINISTRACIONm21.002.753.108.53m21.002.752.978.17CIRCULACION EXTERIORVolado-Eje Am21.001.801.422.56Eje A-Bm21.004.681.426.65Eje B-Cm21.002.751.423.91Eje C-Dm21.002.951.424.19Eje D-Em21.002.901.424.12Eje E-Fm21.002.851.424.05Eje F-F'm21.001.801.422.56Eje F'-Junta con Bloque Bm21.002.081.422.95Eje 1-2m21.003.051.805.49Eje 2-3m21.003.101.805.58Eje 3-4m21.003.101.805.58Eje 4-5m21.003.101.805.58Eje 5-6m21.002.971.805.35Eje 6 - Junta Bloque Dm21.001.481.802.66HALL -2m21.003.052.086.33m21.003.102.086.43PASILLO -3Entre Eje C'-Dm21.001.781.532.71Entre Eje D-Em21.002.901.534.42Entre Eje E-Fm21.002.851.534.35Entre Eje F-F'm21.001.801.532.75Entre Eje F'- Junta con Bloque Bm21.002.081.533.16PASILLO -4Entre Eje 3-4m21.001.481.181.73Entre Eje 4-5m21.002.971.183.49Entre Eje 5-6m21.003.101.183.64Entre Eje 6- Junta con Bloque Dm21.003.101.183.64HALL -4Entre Eje A-Bm21.004.681.486.90Entre Eje B-Cm21.002.751.484.06BLOQUE - BB-1m21.003.862.8510.99B-2m21.003.862.9011.18B-3m21.003.862.9511.37B-4m21.003.052.758.39m21.003.102.758.53B-5m21.004.683.0514.27B-6m21.004.683.1014.51B-7m21.004.683.1014.51B-8m21.004.683.1014.51B-9m21.004.683.1014.51B-10m21.002.972.758.17B-11m21.003.102.758.53B-12m21.003.102.758.53B-13m21.002.402.957.07B-14m21.002.402.906.95B-15m21.002.402.856.83Puesto Proyectadom21.004.152.008.30CIRCULACION EXTERIOREje G'-JUNTA CON BLOQUE Am21.002.081.422.95Eje G'-Gm21.002.001.422.84Eje G-Hm21.002.851.424.05Eje H-Im21.002.901.424.12Eje I-Jm21.002.951.424.19Eje J-Km21.002.751.423.91Eje K-Lm21.004.681.426.65Eje L- Voladom21.001.801.422.56Eje 1-2m21.003.051.805.49Eje 2-3m21.003.101.805.58Eje 3-4m21.003.101.805.58Eje 4-5m21.003.101.805.58Eje 5-6m21.002.971.805.35Eje 6 - Junta Bloque Cm21.001.481.802.66HALL-2Entre Eje 1-2m21.004.152.088.61Entre Eje 1-2m21.002.002.084.15PASILLO 3Entre Junta con Bloque A-Eje G'm21.001.532.083.16Entre Eje G'-Gm21.001.532.003.05Entre Eje G-Hm21.001.532.854.35Entre Eje H-Im21.001.532.904.42Entre Eje I-I'm21.001.531.782.71PASILLO 5Entre Eje 3-4m21.003.101.183.64Entre Eje 4-5m21.003.101.183.64Entre Eje 5-6m21.002.971.183.49Entre Eje 6- Junta con Bloque Cm21.001.481.181.73HALL- 3Entre Eje J-Km21.002.751.484.06Entre Eje K-Lm21.004.681.486.90BLOQUE -CC-1m21.004.683.0514.27C-2m21.004.683.1014.51C-3m21.004.683.1014.51C-4m21.004.683.1014.51C-5m21.004.683.1014.51C-6m21.004.683.1214.60C-7m21.00area=10.2010.20C-8m21.003.052.758.39m21.003.122.758.58C-9m21.003.862.9511.37C-10m21.003.862.9011.18C-11m21.003.862.8510.99C-12m21.002.422.856.88C-13m21.002.422.907.00C-14m21.002.422.957.12C-15m21.002.753.108.53C-16m21.002.753.108.53C-17m21.002.753.108.53C-18m21.002.753.108.53C-19m21.002.753.058.39CIRCULACION EXTERIOREje G'-JUNTA CON BLOQUE Dm21.002.081.803.74Eje G'-Gm21.001.801.803.24Eje G-Hm21.002.851.805.13Eje H-Im21.002.901.805.22Eje I-Jm21.002.951.805.31Eje J-Km21.002.751.804.95Eje K-Eje 13m21.00area=12.2112.21Eje 7 - Junta Bloque Bm21.001.481.802.66Eje 7-8m21.003.051.805.49Eje 8-9m21.003.101.805.58Eje 9-10m21.003.101.805.58Eje 10-11m21.003.101.805.58Eje 11-12m21.003.101.805.58Eje 12-13m21.003.121.805.62HALL -1Entre Eje 12-12'm21.002.752.085.71PASILLO 1Entre Junta con Bloque D-Eje G'm21.002.081.533.16Entre Eje G'-Gm21.001.801.532.75Entre Eje G-Hm21.002.851.534.35Entre Eje H-Im21.002.901.534.42Entre Eje I-I'm21.001.781.532.71PASILLO 5Entre Eje 11-12m21.003.101.183.64Entre Eje 10-11m21.003.101.183.64Entre Eje 9-10m21.003.101.183.64Entre Eje 8-9m21.003.101.183.64Entre Eje 7-8m21.003.051.183.58Entre Eje 7-Junta con Bloque Bm21.001.481.181.73HALL 3Entre Eje J-Km21.002.751.484.06Entre Eje K-Lm21.004.681.486.90BLOQUE -DD-1m21.003.862.8510.99D-2m21.003.862.9011.18D-3m21.003.862.9511.37D-4m21.003.052.758.39m21.003.122.758.58D-5m21.004.683.0514.27D-6m21.004.683.1214.60D-7m21.004.683.1014.51D-8m21.004.683.1014.51D-9m21.004.683.1014.51D-10m21.002.422.957.12D-11m21.002.422.907.00D-12m21.002.422.856.88OFICINA 01m21.003.102.758.53OFICINA 02m21.003.102.758.53Puesto Proyectadom21.004.172.008.34SSHH. Discapacitadosm21.003.102.758.53m21.000.900.55(0.50)SS.HH. DAMASm21.004.683.1014.51m21.002.753.108.53SS.HH. VARONESm21.004.683.0514.27m21.002.753.058.39CIRCULACION EXTERIORVolado-Eje Am21.001.801.803.24Eje A-Bm21.004.681.808.42Eje B-Cm21.002.751.804.95Eje C-Dm21.002.951.805.31Eje D-Em21.002.901.805.22Eje E-Fm21.002.851.805.13Eje F-F'm21.002.001.803.60Eje F'-Junta con Bloque Cm21.002.081.803.74Eje 7 - Junta Bloque Am21.001.481.802.66Eje 7-8m21.003.051.805.49Eje 8-9m21.003.101.805.58Eje 9-10m21.003.101.805.58Eje 10-11m21.003.101.805.58Eje 11-12m21.003.101.805.58Eje 12-13m21.003.121.805.62HALL -1Entre Eje 12'-12m21.004.172.088.65Entre Eje 12-12'm21.002.002.084.15PASILLO 1Entre Eje C'-Dm21.001.781.532.71Entre Eje D-Em21.002.901.534.42Entre Eje E-Fm21.002.851.534.35Entre Eje F-F'm21.002.001.533.05Entre Eje F'- Junta con Bloque Cm21.002.081.533.16PASILLO 4Entre Eje 11-12m21.003.101.183.64Entre Eje 10-11m21.003.101.183.64Entre Eje 9-10m21.003.101.183.64Entre Eje 8-9m21.003.101.183.64Entre Eje 7-8m21.003.051.183.58Entre Eje 7-Junta con Bloque Bm21.001.481.181.73HALL -4Entre Eje A-Bm21.004.681.486.90Entre Eje B-Cm21.002.751.484.06BLOQUE -ESECCIN EE-1m21.002.681.985.28E-2m21.002.682.105.62E-3m21.002.682.105.62E-4m21.002.681.985.28E-5m21.002.681.985.28E-6m21.002.682.105.62E-7m21.002.682.105.62E-8m21.002.681.985.28SECCIN FF-1m21.002.681.985.28F-2m21.002.682.105.62F-3m21.002.682.105.62F-4m21.002.681.985.28F-5m21.002.681.985.28F-6m21.002.682.105.62F-7m21.002.682.105.62F-8m21.002.681.985.28SECCIN GG-1m21.002.681.985.28G-2m21.002.682.105.62G-3m21.002.682.105.62G-4m21.002.681.985.28G-5m21.002.681.985.28G-6m21.002.682.105.62G-7m21.002.682.105.62G-8m21.002.681.985.28SECCIN HH-1m21.002.681.985.28H-2m21.002.682.105.62H-3m21.002.682.105.62H-4m21.002.681.985.28H-5m21.002.681.985.28H-6m21.002.682.105.62H-7m21.002.682.105.62H-8m21.002.681.985.28SECCIN II-1m21.002.681.985.28I-2m21.002.682.105.62I-3m21.002.682.105.62I-4m21.002.681.985.28I-5m21.002.681.985.28I-6m21.002.682.105.62I-7m21.002.682.105.62I-8m21.002.681.985.28SECCIN JJ-1m21.002.681.985.28J-2m21.002.682.105.62J-3m21.002.682.105.62J-4m21.002.681.985.28J-5m21.002.681.985.28J-6m21.002.682.105.62J-7m21.002.682.105.62J-8m21.002.681.985.28PASILLO 1Entre Junta con Bloque D- Eje A'm21.001.181.031.20Entre Eje A'-K'm25.004.231.0321.65Entre Eje K'-Junta con Bloque Cm21.002.681.032.74PASILLO 2Entre Junta con Bloque D- Eje A'm21.001.182.102.47Entre Eje A'-K'm25.004.232.1044.36Entre Eje K'-Junta con Bloque Cm21.001.182.102.47PASILLO CENTRALEntre Junta con Bloque AD- Eje A'm21.001.184.305.05Entre Eje A'-K'm24.004.234.3072.67m24.004.231.00(16.90)Entre Eje F'-G'm21.004.234.3018.17Entre Eje K'-Junta con Bloque CBm21.001.184.305.05PASILLO 1Entre Junta con Bloque A- Eje A'm21.001.181.051.23Entre Eje A'-K'm25.004.231.0522.08Entre Eje K'-Junta con Bloque Bm21.001.181.051.23PASILLO 4Entre Eje 1'-3'm21.005.501.186.46Entre Eje 4'-6'm21.005.501.186.46Entre Eje 7'-9'm21.005.501.186.46PASILLO CENTRALEntre Eje 1'-3'm21.005.504.2023.10m21.005.501.00(5.50)Entre Eje 4'-6'm21.005.504.2023.10m21.005.501.00(5.50)Entre Eje 7'-9'm21.005.504.2023.10m21.005.501.00(5.50)PASILLO 5Entre Eje 1'-3'm21.005.501.186.46Entre Eje 4'-6'm21.005.501.186.46Entre Eje 7'-9'm21.005.501.186.4602.04PISOS Y PAVIMENTOS02.04.01CONTRAPISO DE 48 mmm21,791.78BLOQUE -AA-1m21.00area=15.5315.53A-2, A-3, A-4m23.00area=16.0248.06A-5m21.00area=16.5816.58A-6m21.00area=18.9318.93A-7m21.00area=12.2912.29A-8m21.00area=12.2712.27A-9m21.00area=12.2512.25A-10m21.00area=7.877.87A-11m21.00area=7.897.89A-12m21.00area=7.917.91DEPOSITOm21.00area=9.569.56ADMINISTRACION 01m21.00area=9.569.56ADMINISTRACION 02m21.00area=9.639.63BLOQUE - BB-1m21.00area=12.2512.25B-2m21.00area=12.2712.27B-3m21.00area=12.2912.29B-4m21.00area=18.9318.93B-5m21.00area=16.5816.58B-6, B-7,B-8m23.00area=16.0248.06B-9m21.00area=16.1716.17B-10m21.00area=9.639.63B-11, B-12m22.00area=9.5619.11B-13m21.00area=7.917.91B-14m21.00area=7.897.89B-15m21.00area=7.877.87Puesto Proyectado Ingreso 2m21.00area=10.0110.01BLOQUE -CC-1m21.00area=16.5816.58C-2, C-3, C-4, C-5m24.00area=16.0264.08C-6m21.00area=16.1216.12C-7m21.00area=11.8311.83C-8m21.00area=18.9918.99C-9m21.00area=12.2912.29C-10m21.00area=12.2712.27C-11m21.00area=12.2512.25C-12m21.00area=7.937.93C-13m21.00area=7.957.95C-14m21.00area=7.977.97C-15, C-16,C-17,C-18m24.00area=9.5638.22C-19m21.00area=9.879.87BLOQUE -DD-1m21.00area=12.2512.25D-2m21.00area=12.2712.27D-3m21.00area=12.2912.29D-4m21.00area=18
