02 Metrado Estructura Santa Rosa Ok
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Transcript of 02 Metrado Estructura Santa Rosa Ok
ESTRUCTURAS
HOJA DE METRADOS - ESTRUCTURAS
PROYECTOSANTA ROSAUBICACINFECHA
02ESTRUCTURAS02.01MOVIMIENTO DE TIERRAS02.01.01Excavacion manual de zanjas para cimientosDescripcinUndElemenTotalLahParcialTotal
AULA 01 - AULA 02CC-01EJE A - Em312.450.500.901.10m310.900.500.900.41m310.900.500.900.41m312.450.500.901.10CC-01'EJE A - Em311.600.500.900.72m311.600.500.900.72CC-02EJE A - Em312.450.500.901.10m312.530.500.901.14m312.530.500.901.14m312.450.500.901.10CC-04EJE 1 - 2m317.740.501.204.64m313.950.501.202.37CC-03EJE 1 - 2m317.740.501.204.64CC-05EJE 1 - 2m313.951.001.204.74AULA 03 - AULA 04CC-01EJE A - Em312.450.500.901.10m310.900.500.900.41m310.900.500.900.41m312.450.500.901.10CC-01'EJE A - Em311.600.500.900.72m311.600.500.900.72CC-02EJE A - Em312.450.500.901.10m312.530.500.901.14m312.530.500.901.14m312.450.500.901.10CC-04EJE 1 - 2m317.740.501.204.64m313.950.501.202.37CC-03EJE 1 - 2m317.740.501.204.64CC-05EJE 1 - 2m313.951.001.204.74ESCALERA-CASETA DE VIGILANCIACC-07'EJE E' Fm312.900.500.801.16EJE F Gm312.350.500.800.94EJE 1 - 2m310.900.500.800.36CC-01EJE 1 - 2m315.080.500.902.29m316.180.500.902.78CC-07EJE E' Fm310.940.500.800.38EJE 1 - 2m312.890.500.801.16m310.300.500.800.12m312.350.500.800.94EJE F Gm312.350.500.800.94m312.030.500.800.81m310.890.500.800.36AULA 05 - AULA 06CC-01EJE 3 - 7m313.110.500.901.40m313.210.500.901.44m313.110.500.901.40m313.010.500.901.35CC-03EJE A - Dm318.550.501.205.13CC-04EJE A - Dm318.550.501.205.13CC-06EJE A - Dm316.140.501.203.68CC-01EJE 3 - 4m312.910.500.901.31m310.330.500.900.15CC-01'EJE 4 - 5m312.670.500.901.20EJE 5 - 6m312.670.500.901.20CC-01EJE 5 - 7m310.330.500.900.15m312.760.500.901.24AULA 07 - AULA 08CC-01EJE 3 - 7m313.110.500.901.40m313.210.500.901.44m313.110.500.901.40m313.010.500.901.35CC-03EJE A - Dm318.550.501.205.13CC-04EJE A - Dm318.550.501.205.13CC-06EJE A - Dm316.140.501.203.68CC-01EJE 3 - 4m312.910.500.901.31m310.330.500.900.15CC-01'EJE 4 - 5m312.670.500.901.20EJE 5 - 6m312.670.500.901.20CC-01EJE 5 - 7m310.330.500.900.15m312.760.500.901.24BAO-DEPOSITO-COCINACC-07EJE 5 - 7 E'm314.930.500.801.97EJE 5 - 7 E''m314.930.500.801.97EJE 5 - 7 E'''m314.930.500.801.97EJE 5 - 7 E''''m314.930.500.801.97CC-07'm310.900.500.800.36m311.000.500.800.40m310.850.500.800.34CC-07EJE E' E''m311.890.500.800.76m311.460.500.800.58CC-07EJE E'' F'm311.890.500.800.76EJE F' G'm311.460.500.800.58CC-08EJE E' Gm316.810.500.802.72
CERCO PERIMETRICOCC-08LATERAL IZQUIERDO EJE 2 - 7m31.0016.470.500.806.59LATERAL DERECHO EJE 2 - 7m31.0016.470.500.806.59FONDOEJE A - A'm31.000.800.500.800.32EJE D' - Em31.002.740.500.801.10EJE G' - G''m31.002.720.500.801.09EJE J' Km31.001.080.500.800.43JARDINERA INTERIORAREA VERDE 01m31.00AREA=20.220.306.07AREA VERDE 02m31.00AREA=20.220.306.07AREA VERDE 03m31.00AREA=13.060.303.92AREA VERDE 04m31.00AREA=2.240.300.67AREA VERDE 05m31.00AREA=2.240.300.67AREA VERDE 06m31.00AREA=2.770.300.83ESCALERAm31.000.501.240.800.50161.71M3
02.01.02Excavacion Manual para ZapatasDescripcinUndElemenTotalLahParcialTotal
Z-COMBINADA EN PRIMER PISOZ-1m36.001.502.101.8034.02Z-2m36.002.302.301.8057.13Z-3m34.001.801.401.8018.14Z-4m38.001.901.901.8051.98Z-5m36.001.401.401.8021.17Z-6m39.001.201.201.8023.33Z-7m33.001.201.001.806.48Z-8m31.001.501.501.804.05Z-9m32.001.802.101.8013.61Z-10m34.001.201.401.8012.10Z-11m34.002.801.901.8038.30Z-12m33.001.001.001.805.40Z-13m31.002.301.501.806.21Z-14m32.002.401.201.8010.37302.29M3
02.01.03NIVELACION INTERIOR Y APISONADO MANUAL P/CIMIENTODescripcinUndElemenTotalLahParcialTotal
AULA 01 - AULA 02CC-01EJE A - Em312.450.501.23m310.900.500.45m310.900.500.45m312.450.501.23CC-01'EJE A - Em311.600.500.80m311.600.500.80CC-02EJE A - Em312.450.501.23m312.530.501.27m312.530.501.27m312.450.501.23CC-04EJE 1 - 2m317.740.503.87m313.950.501.98CC-03EJE 1 - 2m317.740.503.87CC-05EJE 1 - 2m313.951.003.95AULA 03 - AULA 04CC-01EJE A - Em312.450.501.23m310.900.500.45m310.900.500.45m312.450.501.23CC-01'EJE A - Em311.600.500.80m311.600.500.80CC-02EJE A - Em312.450.501.23m312.530.501.27m312.530.501.27m312.450.501.23CC-04EJE 1 - 2m317.740.503.87m313.950.501.98CC-03EJE 1 - 2m317.740.503.87CC-05EJE 1 - 2m313.951.003.95ESCALERA-CASETA DE VIGILANCIACC-07'EJE E' Fm312.900.501.45EJE F Gm312.350.501.18EJE 1 - 2m310.900.500.45CC-01EJE 1 - 2m315.080.502.54m316.180.503.09CC-07EJE E' Fm310.940.500.47EJE 1 - 2m312.890.501.45m310.300.500.15m312.350.501.18EJE F Gm312.350.501.18m312.030.501.02m310.890.500.45AULA 05 - AULA 06CC-01EJE 3 - 7m313.110.501.56m313.210.501.61m313.110.501.56m313.010.501.51CC-03EJE A - Dm318.550.504.28CC-04EJE A - Dm318.550.504.28CC-06EJE A - Dm316.140.503.07CC-01EJE 3 - 4m312.910.501.46m310.330.500.17CC-01'EJE 4 - 5m312.670.501.34EJE 5 - 6m312.670.501.34CC-01EJE 5 - 7m310.330.500.17m312.760.501.38AULA 07 - AULA 08CC-01EJE 3 - 7m313.110.501.56m313.210.501.61m313.110.501.56m313.010.501.51CC-03EJE A - Dm318.550.504.28CC-04EJE A - Dm318.550.504.28CC-06EJE A - Dm316.140.503.07CC-01EJE 3 - 4m312.910.501.46m310.330.500.17CC-01'EJE 4 - 5m312.670.501.34EJE 5 - 6m312.670.501.34CC-01EJE 5 - 7m310.330.500.17m312.760.501.38BAO-DEPOSITO-COCINACC-07EJE 5 - 7 E'm314.930.502.47EJE 5 - 7 E''m314.930.502.47EJE 5 - 7 E'''m314.930.502.47EJE 5 - 7 E''''m314.930.502.47CC-07'm310.900.500.45m311.000.500.50m310.850.500.43CC-07EJE E' E''m311.890.500.95m311.460.500.73CC-07EJE E'' F'm311.890.500.95EJE F' G'm311.460.500.73CC-08EJE E' Gm316.810.503.41
CERCO PERIMETRICOCC-08LATERAL IZQUIERDO EJE 2 - 7m31.0016.470.508.24LATERAL DERECHO EJE 2 - 7m31.0016.470.508.24FONDOEJE A - A'm31.000.800.500.40EJE D' - Em31.002.740.501.37EJE G' - G''m31.002.720.501.36EJE J' Km31.001.080.500.54ESCALERAm31.000.501.240.62147.87M2
02.01.04Nivelacion Interior Apisonado ManualDescripcinUndElemenTotalLahParcialTotal
PISO DE CEMENTO CON DETALLEm2Area =20.3220.32HALL PISO CON DETALLEm2Area =20.8320.83PATIO PRINCIPAL CEMENTO FROTACHADOm2Area =75.6575.65CAMINERIA INTERIOR CON DETALLEm2Area =128.39128.39245.19M2
02.01.05Relleno Compactado con Equipo con Material PropioDescripcinUndElemenTotalLahParcialTotal
Z-COMBINADA EN PRIMER PISOZ-1m36.001.502.101.2022.68Z-2m36.002.302.301.2038.09Z-3m34.001.801.401.2012.10Z-4m38.001.901.901.2034.66Z-5m36.001.401.401.2014.11Z-6m39.001.201.201.2015.55Z-7m33.001.201.001.204.32Z-8m31.001.501.501.202.70Z-9m32.001.802.101.209.07Z-10m34.001.201.401.208.06Z-11m34.002.801.901.2025.54Z-12m33.001.001.001.203.60Z-13m31.002.301.501.204.14Z-14m32.002.401.201.206.91AULA 01 - AULA 02CC-01EJE A - Em312.450.500.100.12m310.900.500.100.05m310.900.500.100.05m312.450.500.100.12CC-01'EJE A - Em311.600.500.100.08m311.600.500.100.08CC-02EJE A - Em312.450.500.100.12m312.530.500.100.13m312.530.500.100.13m312.450.500.100.12CC-04EJE 1 - 2m317.740.500.100.39m313.950.500.100.20CC-03EJE 1 - 2m317.740.500.100.39CC-05EJE 1 - 2m313.951.000.100.40AULA 03 - AULA 04CC-01EJE A - Em312.450.500.100.12m310.900.500.100.05m310.900.500.100.05m312.450.500.100.12CC-01'EJE A - Em311.600.500.100.08m311.600.500.100.08CC-02EJE A - Em312.450.500.100.12m312.530.500.100.13m312.530.500.100.13m312.450.500.100.12CC-04EJE 1 - 2m317.740.500.100.39m313.950.500.100.20CC-03EJE 1 - 2m317.740.500.100.39CC-05EJE 1 - 2m313.951.000.100.40ESCALERA-CASETA DE VIGILANCIACC-07'EJE E' Fm312.900.500.100.15EJE F Gm312.350.500.100.12EJE 1 - 2m310.900.500.100.05CC-01EJE 1 - 2m315.080.500.100.25m316.180.500.100.31CC-07EJE E' Fm310.940.500.100.05EJE 1 - 2m312.890.500.100.14m310.300.500.100.02m312.350.500.100.12EJE F Gm312.350.500.100.12m312.030.500.100.10m310.890.500.100.04AULA 05 - AULA 06CC-01EJE 3 - 7m313.110.500.100.16m313.210.500.100.16m313.110.500.100.16m313.010.500.100.15CC-03EJE A - Dm318.550.500.100.43CC-04EJE A - Dm318.550.500.100.43CC-06EJE A - Dm316.140.500.100.31CC-01EJE 3 - 4m312.910.500.100.15m310.330.500.100.02CC-01'EJE 4 - 5m312.670.500.100.13EJE 5 - 6m312.670.500.100.13CC-01EJE 5 - 7m310.330.500.100.02m312.760.500.100.14AULA 07 - AULA 08CC-01EJE 3 - 7m313.110.500.100.16m313.210.500.100.16m313.110.500.100.16m313.010.500.100.15CC-03EJE A - Dm318.550.500.100.43CC-04EJE A - Dm318.550.500.100.43CC-06EJE A - Dm316.140.500.100.31CC-01EJE 3 - 4m312.910.500.100.15m310.330.500.100.02CC-01'EJE 4 - 5m312.670.500.100.13EJE 5 - 6m312.670.500.100.13CC-01EJE 5 - 7m310.330.500.100.02m312.760.500.100.14BAO-DEPOSITO-COCINACC-07EJE 5 - 7 E'm314.930.500.100.25EJE 5 - 7 E''m314.930.500.100.25EJE 5 - 7 E'''m314.930.500.100.25EJE 5 - 7 E''''m314.930.500.100.25CC-07'm310.900.500.100.05m311.000.500.100.05m310.850.500.100.04CC-07EJE E' E''m311.890.500.100.09m311.460.500.100.07CC-07EJE E'' F'm311.890.500.100.09EJE F' G'm311.460.500.100.07CC-08EJE E' Gm316.810.500.100.34
CERCO PERIMETRICOCC-08LATERAL IZQUIERDO EJE 2 - 7m31.0016.470.500.100.82LATERAL DERECHO EJE 2 - 7m31.0016.470.500.100.82FONDOEJE A - A'm31.000.800.500.100.04EJE D' - Em31.002.740.500.100.14EJE G' - G''m31.002.720.500.100.14EJE J' Km31.001.080.500.100.05ESCALERAm31.000.501.240.100.06216.32M3
02.01.06Base de Afirmado y Compactado H=0.10 m.DescripcinUndElemenTotalLahParcialTotal
PISO DE CEMENTO CON DETALLEm2Area =20.3220.32HALL PISO CON DETALLEm2Area =20.8320.83PATIO PRINCIPAL CEMENTO FROTACHADOm2Area =75.6575.65CAMINERIA INTERIOR CON DETALLEm2Area =128.39128.39AULA 01 - 02m2Area =107.76107.76AULA 03 - 04m2Area =107.76107.76AULA 05 - 06m2Area =118.24118.24AULA 07 - 08m2Area =118.24118.24ESCALERA Y CASETA DE VIGILANCIAm2Area =17.1817.18SS.HH. COCINA - DEPOSITOm2Area =30.1630.16744.53M2
02.01.07Acarreo de Material ExcedenteDescripcinUndElemenTotalLahParcialTotal
Volumen de Excavacion CimientosM31.3161.71210.22Volumnes de Excavacion de ZapatasM31.3302.29392.98Volumen de Relleno Cimientos y zapatasM31.3216.32-281.21320.99M3
02.01.08Eliminacion de material excedente c/maquinariaDescripcinUndElemenTotalLahParcialTotal
Volumen de Excavacion CimientosM31.30161.71210.22Volumnes de Excavacion de ZapatasM31.30302.29392.98Volumen de Relleno Cimientos y zapatasM31.30216.32-281.21320.99M3
02.02OBRAS DE CONCRETO SIMPLE02.02.01Solado para zapatas e= 0.10 m mezcla 1:12 Cemento HormigonDescripcinUndElemenTotalLahParcialTotal
Z-COMBINADA EN PRIMER PISOZ-1m36.001.502.1018.90Z-2m36.002.302.3031.74Z-3m34.001.801.4010.08Z-4m38.001.901.9028.88Z-5m36.001.401.4011.76Z-6m39.001.201.2012.96Z-7m33.001.201.003.60Z-8m31.001.501.502.25Z-9m32.001.802.107.56Z-10m34.001.201.406.72Z-11m34.002.801.9021.28Z-12m33.001.001.003.00Z-13m31.002.301.503.45Z-14m32.002.401.205.76167.94M2
02.02.02Concreto Cimiento Corrido Mezcla 1:10 Cemento-Hormigon + 30% piedra GrandeDescripcinUndElemenTotalLahParcialTotal
AULA 01 - AULA 02CC-01EJE A - Em312.450.500.500.61m310.900.500.500.23m310.900.500.500.23m312.450.500.500.61CC-01'EJE A - Em311.600.500.500.40m311.600.500.500.40CC-02EJE A - Em312.450.500.500.61m312.530.500.500.63m312.530.500.500.63m312.450.500.500.61CC-04EJE 1 - 2m317.740.500.401.55m313.950.500.400.79CC-03EJE 1 - 2m317.740.500.401.55CC-05EJE 1 - 2m313.951.000.401.58AULA 03 - AULA 04CC-01EJE A - Em312.450.500.500.61m310.900.500.500.23m310.900.500.500.23m312.450.500.500.61CC-01'EJE A - Em311.600.500.500.40m311.600.500.500.40CC-02EJE A - Em312.450.500.500.61m312.530.500.500.63m312.530.500.500.63m312.450.500.500.61CC-04EJE 1 - 2m317.740.500.401.55m313.950.500.400.79CC-03EJE 1 - 2m317.740.500.401.55CC-05EJE 1 - 2m313.951.000.401.58ESCALERA-CASETA DE VIGILANCIACC-07'EJE E' Fm312.900.500.801.16EJE F Gm312.350.500.800.94EJE 1 - 2m310.900.500.800.36CC-01EJE 1 - 2m315.080.500.501.27m316.180.500.501.55CC-07EJE E' Fm310.940.500.800.38EJE 1 - 2m312.890.500.801.16m310.300.500.800.12m312.350.500.800.94EJE F Gm312.350.500.800.94m312.030.500.800.81m310.890.500.800.36AULA 05 - AULA 06CC-01EJE 3 - 7m313.110.500.500.78m313.210.500.500.80m313.110.500.500.78m313.010.500.500.75CC-03EJE A - Dm318.550.500.401.71CC-04EJE A - Dm318.550.500.401.71CC-06EJE A - Dm316.140.500.501.54CC-01EJE 3 - 4m312.910.500.500.73m310.330.500.500.08CC-01'EJE 4 - 5m312.670.500.500.67EJE 5 - 6m312.670.500.500.67CC-01EJE 5 - 7m310.330.500.500.08m312.760.500.500.69AULA 07 - AULA 08CC-01EJE 3 - 7m313.110.500.500.78m313.210.500.500.80m313.110.500.500.78m313.010.500.500.75CC-03EJE A - Dm318.550.500.401.71CC-04EJE A - Dm318.550.500.401.71CC-06EJE A - Dm316.140.500.501.54CC-01EJE 3 - 4m312.910.500.500.73m310.330.500.500.08CC-01'EJE 4 - 5m312.670.500.500.67EJE 5 - 6m312.670.500.500.67CC-01EJE 5 - 7m310.330.500.500.08m312.760.500.500.69BAO-DEPOSITO-COCINACC-07EJE 5 - 7 E'm314.930.500.801.97EJE 5 - 7 E''m314.930.500.801.97EJE 5 - 7 E'''m314.930.500.801.97EJE 5 - 7 E''''m314.930.500.801.97CC-07'm310.900.500.800.36m311.000.500.800.40m310.850.500.800.34CC-07EJE E' E''m311.890.500.800.76m311.460.500.800.58CC-07EJE E'' F'm311.890.500.800.76EJE F' G'm311.460.500.800.58CC-08EJE E' Gm316.810.500.802.72
CERCO PERIMETRICOCC-08LATERAL IZQUIERDO EJE 2 - 7m31.0016.470.500.806.59LATERAL DERECHO EJE 2 - 7m31.0016.470.500.806.59FONDOEJE A - A'm31.000.800.500.800.32EJE D' - Em31.002.740.500.801.10EJE G' - G''m31.002.720.500.801.09EJE J' Km31.001.080.500.800.43ESCALERAm31.000.501.240.800.5083.80M3
02.02.03Sobrecimiento : Concreto Mezcla 1:8 Cemento:Hormigon + 25 % P.M.DescripcinUndElemenTotalLahParcialTotal
AULA 01 - AULA 02CC-01EJE A - Em312.450.150.500.18m310.900.150.500.07m310.900.150.500.07m312.450.150.500.18CC-02EJE A - Em312.450.150.500.18m312.530.150.500.19m312.530.150.500.19m312.450.150.500.18CC-04EJE 1 - 2m317.740.150.500.58m313.950.150.500.30CC-03EJE 1 - 2m317.740.150.500.58CC-05EJE 1 - 2m313.950.150.500.30m313.950.151.300.77AULA 03 - AULA 04CC-01EJE A - Em312.450.150.500.18m310.900.150.500.07m310.900.150.500.07m312.450.150.500.18CC-02EJE A - Em312.450.150.500.18m312.530.150.500.19m312.530.150.500.19m312.450.150.500.18CC-04EJE 1 - 2m317.740.150.500.58m313.950.150.500.30CC-03EJE 1 - 2m317.740.150.500.58CC-05EJE 1 - 2m313.950.150.500.30m313.950.151.300.77ESCALERA-CASETA DE VIGILANCIACC-01EJE 1 - 2m315.080.150.500.38m316.180.150.500.46CC-07EJE E' Fm310.940.150.500.07EJE 1 - 2m312.890.150.500.22m310.300.150.500.02m312.350.150.500.18EJE F Gm312.350.150.500.18m312.030.150.500.15m310.890.150.500.07AULA 05 - AULA 06CC-01EJE 3 - 7m313.110.150.500.23m313.210.150.500.24m313.110.150.500.23m313.010.150.500.23CC-03EJE A - Dm318.550.150.500.64CC-04EJE A - Dm318.550.150.500.64CC-06EJE A - Dm316.140.150.500.46CC-01EJE 3 - 4m312.910.150.500.22m310.330.150.500.02CC-01EJE 5 - 7m310.330.150.500.02m312.760.150.500.21AULA 07 - AULA 08CC-01EJE 3 - 7m313.110.150.500.23m313.210.150.500.24m313.110.150.500.23m313.010.150.500.23CC-03EJE A - Dm318.550.150.500.64CC-04EJE A - Dm318.550.150.500.64CC-06EJE A - Dm316.140.150.500.46CC-01EJE 3 - 4m312.910.150.500.22m310.330.150.500.02CC-01EJE 5 - 7m310.330.150.500.02m312.760.150.500.21BAO-DEPOSITO-COCINACC-07EJE 5 - 7 E'm314.930.150.500.37EJE 5 - 7 E''m314.930.150.500.37EJE 5 - 7 E'''m314.930.150.500.37EJE 5 - 7 E''''m314.930.150.500.37CC-07EJE E' E''m311.890.150.500.14m311.460.150.500.11CC-07EJE E'' F'm311.890.150.500.14EJE F' G'm311.460.150.500.11CC-08EJE E' Gm316.810.150.500.51
CERCO PERIMETRICOCC-08LATERAL IZQUIERDO EJE 2 - 7m31.0016.470.150.501.24LATERAL DERECHO EJE 2 - 7m31.0016.470.150.501.24FONDOEJE A - A'm31.000.800.150.500.06EJE D' - Em31.002.740.150.500.21EJE G' - G''m31.002.720.150.500.20EJE J' Km31.001.080.150.500.08
21.09M3
02.02.04VIGA DE CIMENTACION: Concreto f'c = 210 kg/cm2DescripcinUndElemenTotalLahParcialTotal
AULA 01 - AULA 02CC-01EJE A - Em312.450.300.400.290.30m310.900.300.400.110.30m310.900.300.400.110.30m312.450.300.400.290.30CC-01'EJE A - Em311.600.300.400.190.30m311.600.300.400.190.30CC-02EJE A - Em312.450.300.400.290.30m312.530.300.400.300.30m312.530.300.400.300.30m312.450.300.400.290.30CC-04EJE 1 - 2m317.740.300.801.860.30m313.950.300.800.950.30CC-03EJE 1 - 2m317.740.300.801.860.30CC-05EJE 1 - 2m313.950.300.800.950.30AULA 03 - AULA 04CC-01EJE A - Em312.450.300.400.290.30m310.900.300.400.110.30m310.900.300.400.110.30m312.450.300.400.290.30CC-01'EJE A - Em311.600.300.400.190.30m311.600.300.400.190.30CC-02EJE A - Em312.450.300.400.290.30m312.530.300.400.300.30m312.530.300.400.300.30m312.450.300.400.290.30CC-04EJE 1 - 2m317.740.300.801.860.30m313.950.300.800.950.30CC-03EJE 1 - 2m317.740.300.801.860.30CC-05EJE 1 - 2m313.950.300.800.950.30ESCALERA-CASETA DE VIGILANCIACC-01EJE 1 - 2m315.080.300.400.610.30m316.180.300.400.740.30AULA 05 - AULA 06CC-01EJE 3 - 7m313.110.300.400.370.30m313.210.300.400.390.30m313.110.300.400.370.30m313.010.300.400.360.30CC-03EJE A - Dm318.550.300.802.050.30CC-04EJE A - Dm318.550.300.802.050.30CC-06EJE A - Dm316.140.300.701.290.30CC-01EJE 3 - 4m312.910.300.400.350.30m310.330.300.400.040.30CC-01'EJE 4 - 5m312.670.300.400.320.30EJE 5 - 6m312.670.300.400.320.30CC-01EJE 5 - 7m310.330.300.400.040.30m312.760.300.400.330.30AULA 07 - AULA 08CC-01EJE 3 - 7m313.110.300.400.370.30m313.210.300.400.390.30m313.110.300.400.370.30m313.010.300.400.360.30CC-03EJE A - Dm318.550.300.802.050.30CC-04EJE A - Dm318.550.300.802.050.30CC-06EJE A - Dm316.140.300.701.290.30CC-01EJE 3 - 4m312.910.300.400.350.30m310.330.300.400.040.30CC-01'EJE 4 - 5m312.670.300.400.320.30EJE 5 - 6m312.670.300.400.320.30CC-01EJE 5 - 7m310.330.300.400.040.30m312.760.300.400.330.30
33.91M3
02.02.05VIGA DE CIMENTACION: Encofrado y Desencofrado CaravistaDescripcinUndElemenTotalLahParcialTotal
N carasAULA 01 - AULA 02CC-01EJE A - Em312.002.450.401.96m312.000.900.400.72m312.000.900.400.72m312.002.450.401.96CC-01'EJE A - Em312.001.600.401.28m312.001.600.401.28CC-02EJE A - Em312.002.450.401.96m312.002.530.402.02m312.002.530.402.02m312.002.450.401.96CC-04EJE 1 - 2m312.007.740.8012.38m312.003.950.806.32CC-03EJE 1 - 2m312.007.740.8012.38CC-05EJE 1 - 2m312.003.950.806.32AULA 03 - AULA 04CC-01EJE A - Em312.002.450.401.96m312.000.900.400.72m312.000.900.400.72m312.002.450.401.96CC-01'EJE A - Em312.001.600.401.28m312.001.600.401.28CC-02EJE A - Em312.002.450.401.96m312.002.530.402.02m312.002.530.402.02m312.002.450.401.96CC-04EJE 1 - 2m312.007.740.8012.38m312.003.950.806.32CC-03EJE 1 - 2m312.007.740.8012.38CC-05EJE 1 - 2m312.003.950.806.32ESCALERA-CASETA DE VIGILANCIACC-01EJE 1 - 2m312.005.080.404.06m312.006.180.404.94AULA 05 - AULA 06CC-01EJE 3 - 7m312.003.110.402.49m312.003.210.402.57m312.003.110.402.49m312.003.010.402.41CC-03EJE A - Dm312.008.550.8013.68CC-04EJE A - Dm312.008.550.8013.68CC-06EJE A - Dm312.006.140.708.60CC-01EJE 3 - 4m312.002.910.402.33m312.000.330.400.26CC-01'EJE 4 - 5m312.002.670.402.14EJE 5 - 6m312.002.670.402.14CC-01EJE 5 - 7m312.000.330.400.26m312.002.760.402.21AULA 07 - AULA 08CC-01EJE 3 - 7m312.003.110.402.49m312.003.210.402.57m312.003.110.402.49m312.003.010.402.41CC-03EJE A - Dm312.008.550.8013.68CC-04EJE A - Dm312.008.550.8013.68CC-06EJE A - Dm312.006.140.708.60CC-01EJE 3 - 4m312.002.910.402.33m312.000.330.400.26CC-01'EJE 4 - 5m312.002.670.402.14EJE 5 - 6m312.002.670.402.14CC-01EJE 5 - 7m312.000.330.400.26m312.002.760.402.21
226.09m2
02.02.06Sobrecimiento : Encofrado y Desencofrado NormalDescripcinUndElemenTotalLahParcialTotal
N carasAULA 01 - AULA 02CC-01EJE A - Em312.002.450.502.45m312.000.900.500.90m312.000.900.500.90m312.002.450.502.45CC-02EJE A - Em312.002.450.502.45m312.002.530.502.53m312.002.530.502.53m312.002.450.502.45CC-04EJE 1 - 2m312.007.740.507.74m312.003.950.503.95CC-03EJE 1 - 2m312.007.740.507.74CC-05EJE 1 - 2m312.003.950.503.95m312.003.951.3010.27AULA 03 - AULA 04CC-01EJE A - Em312.002.450.502.45m312.000.900.500.90m312.000.900.500.90m312.002.450.502.45CC-02EJE A - Em312.002.450.502.45m312.002.530.502.53m312.002.530.502.53m312.002.450.502.45CC-04EJE 1 - 2m312.007.740.507.74m312.003.950.503.95CC-03EJE 1 - 2m312.007.740.507.74CC-05EJE 1 - 2m312.003.950.503.95m312.003.951.3010.27ESCALERA-CASETA DE VIGILANCIACC-01EJE 1 - 2m312.005.080.505.08m312.006.180.506.18CC-07EJE E' Fm312.000.940.500.94EJE 1 - 2m312.002.890.502.89m312.000.300.500.30m312.002.350.502.35EJE F Gm312.002.350.502.35m312.002.030.502.03m312.000.890.500.89AULA 05 - AULA 06CC-01EJE 3 - 7m312.003.110.503.11m312.003.210.503.21m312.003.110.503.11m312.003.010.503.01CC-03EJE A - Dm312.008.550.508.55CC-04EJE A - Dm312.008.550.508.55CC-06EJE A - Dm312.006.140.506.14CC-01EJE 3 - 4m312.002.910.502.91m312.000.330.500.33CC-01EJE 5 - 7m312.000.330.500.33m312.002.760.502.76AULA 07 - AULA 08CC-01EJE 3 - 7m312.003.110.503.11m312.003.210.503.21m312.003.110.503.11m312.003.010.503.01CC-03EJE A - Dm312.008.550.508.55CC-04EJE A - Dm312.008.550.508.55CC-06EJE A - Dm312.006.140.506.14CC-01EJE 3 - 4m312.002.910.502.91m312.000.330.500.33CC-01EJE 5 - 7m312.000.330.500.33m312.002.760.502.76BAO-DEPOSITO-COCINACC-07EJE 5 - 7 E'm312.004.930.504.93EJE 5 - 7 E''m312.004.930.504.93EJE 5 - 7 E'''m312.004.930.504.93EJE 5 - 7 E''''m312.004.930.504.93CC-07EJE E' E''m312.001.890.501.89m312.001.460.501.46CC-07EJE E'' F'm312.001.890.501.89EJE F' G'm312.001.460.501.46CC-08EJE E' Gm312.006.810.506.81
CERCO PERIMETRICOCC-08LATERAL IZQUIERDO EJE 2 - 7m31.002.0016.470.5016.47LATERAL DERECHO EJE 2 - 7m31.002.0016.470.5016.47FONDOEJE A - A'm31.002.000.800.500.80EJE D' - Em31.002.002.740.502.74EJE G' - G''m31.002.002.720.502.72EJE J' Km31.002.001.080.501.08281.16M2
02.02.07Falso piso mezcla 1:8 e=4" acabado frotachadonUndElemenTotalLahParcialTotal
AULA 01 - 02m2Area =107.76107.76AULA 03 - 04m2Area =107.76107.76AULA 05 - 06m2Area =118.24118.24AULA 07 - 08m2Area =118.24118.24ESCALERA Y CASETA DE VIGILANCIAm2Area =17.1817.18SS.HH. COCINA - DEPOSITOm2Area =30.1630.16499.34M2
02.02.08Acero Corrugado en VIGA DE CIMENTACION fy=4200 Kg/cm2 Grado 60nUndElemenTotalLahParcialTotal
VIGAS DE CIMENTACIONkg3,196.40KG
02.03OBRAS DE CONCRETO ARMADO02.03.01ZAPATAS02.03.01.01Concreto en Zapatas f'c=210 Kg/cm2DescripcinUndElemenAncho PromedioLahParcialTotal
Z-COMBINADA EN PRIMER PISOZ-1m36.001.502.100.509.45Z-2m36.002.302.300.5015.87Z-3m34.001.801.400.505.04Z-4m38.001.901.900.5014.44Z-5m36.001.401.400.505.88Z-6m39.001.201.200.506.48Z-7m33.001.201.000.501.80Z-8m31.001.501.500.501.13Z-9m32.001.802.100.503.78Z-10m34.001.201.400.503.36Z-11m34.002.801.900.5010.64Z-12m33.001.001.000.501.50Z-13m31.002.301.500.501.73Z-14m32.002.401.200.502.8883.97M3
02.03.01.02Acero Corrugado en Zapatas fy=4200 Kg/cm2 Grado 60DescripcinUndElemenAncho PromedioLahParcialTotal
Acero Zapataskg2,698.80KG
02.03.02COLUMNAS02.03.02.01Concreto en Columnas f'c=210 Kg/cm2DescripcinUndElemenAncho PromedioLahParcialTotal
C-1m360.33008.5016.83C-160.33008.5016.83C-240.27008.509.18C-260.27008.5013.77C-350.27005.106.89C-350.27005.106.89C-480.21005.108.57C-520.20195.102.06C-620.43335.104.42C-790.09005.104.13C-830.04505.100.69C-950.12508.505.31C-920.12504.801.20C-1030.07508.501.91C-1120.08054.800.77
C-A1660.0385.1012.62C-A1500.0388.5015.94C-A2150.0455.103.44C-A320.0685.100.69132.14M3
02.03.02.02Encofrado y Desencofrado Caravista en ColumnasDescripcinUndElemenAncho PromedioLahParcialTotal
C-1m262.80008.50142.80C-162.80008.50142.80C-242.40008.5081.60C-262.40008.50122.40C-352.40005.1061.20C-352.40005.1061.20C-482.00005.1081.60C-521.94635.1019.85C-623.51285.1035.83C-791.20005.1055.08C-830.90005.1013.77C-951.50008.5063.75C-921.50004.8014.40C-1031.10008.5028.05C-1121.37314.8013.18
C-A1660.8005.10269.28C-A1500.8008.50340.00C-A2150.9005.1068.85C-A321.2005.1012.241,627.88M2
02.03.02.03Acero Corrugado en Columnas fy=4200 Kg/cm2 GRADO 60DescripcinUndElemenAncho PromedioLahParcialTotal
Acero Columnaskg21,000.49KG
02.03.03VIGAS02.03.03.01Concreto en Vigas F'C=210 Kg/cm2DescripcinUndElemenAncho PromedioLahParcialTotal
BAO - DEPOSITO - COCINAVP -07EJE 6-7 E'm33.002.080.300.400.75EJE 6-7 E''3.002.080.300.400.75VP-08EJE 6-7 F''1.002.080.300.200.12VP -07EJE 6-7 G3.002.080.300.400.75VP -07EJE 6-7 E'3.002.080.300.400.75EJE 6-7 E''3.002.080.300.400.75VP-08EJE 6-7 F''1.002.080.300.200.12VP -07EJE 6-7 G3.002.080.300.400.75EJE E' G - 7VS-021.002.360.300.400.281.002.100.300.400.251.001.950.300.400.23EJE E' G - 6VCH-011.002.360.300.200.141.002.100.300.200.131.001.950.300.200.12EJE E' G - 5VS-021.002.360.300.400.281.002.100.300.400.251.001.950.300.400.23AULA 05 - 06VS-02EJE 3-7m31.002.810.300.400.34EJE 3-71.002.810.300.400.34EJE 3-71.002.810.300.400.34EJE 3-71.002.810.300.400.34VP-04EJE A'' D' 71.008.350.300.701.75EJE A'' D' 31.008.350.300.701.75VP-05EJE A'' D' 61.008.350.300.701.75EJE A'' D' 41.008.350.300.701.75VP -06EJE A'' D' 51.005.680.300.400.68VS-02EJE 3 4 D'm31.002.810.300.400.34EJE 3 4 D'1.000.330.300.400.04EJE 4 5 D'1.002.670.300.400.32EJE 5 6 D'1.002.670.300.400.32EJE 6 7 D'1.002.810.300.400.34EJE 6 7 D'1.000.330.300.400.04AULA 07 - 08VS-02EJE 3-7m31.002.810.300.400.34EJE 3-71.002.810.300.400.34EJE 3-71.002.810.300.400.34EJE 3-71.002.810.300.400.34VP-04EJE G''' J' 71.008.350.300.701.75EJE G''' J' 31.008.350.300.701.75VP-05EJE G''' J' 61.008.350.300.701.75EJE G''' J' 41.008.350.300.701.75VP -06EJE G''' J' 51.005.680.300.400.68VS-02EJE 3 4 G'm31.002.810.300.400.34EJE 3 4 G'1.000.330.300.400.04EJE 3 4 G'1.002.670.300.400.32EJE 3 4 G'1.002.670.300.400.32EJE 3 4 G'1.002.810.300.400.34EJE 3 4 G'1.000.330.300.400.04AREA ESCALERA - CASETA PRIMER PISOVCH-011.003.930.300.200.24EJE E' G1.002.620.300.200.16VP -09EJE E' G1.003.930.300.400.471.002.620.300.400.311.003.930.300.400.471.002.620.300.400.311.003.930.300.400.471.002.620.300.400.311.003.930.300.400.471.002.300.300.400.281.001.470.300.400.18VS-031.001.200.250.400.121.002.000.250.400.201.002.000.250.400.201.001.200.250.400.121.002.000.250.400.201.002.000.250.400.201.002.600.250.400.261.002.800.250.400.281.001.200.250.400.12
AREA ESCALERA - SEGUNDO PISOVCH-011.003.930.300.200.24EJE E' G1.002.620.300.200.16VP -09EJE E' G1.003.930.300.400.471.002.620.300.400.311.003.930.300.400.471.002.620.300.400.311.003.170.300.400.38VP-03EJE E' G1.002.000.300.700.421.001.200.300.700.251.002.000.300.700.421.001.200.300.700.251.002.000.300.700.421.001.200.300.700.25VS-03EJE E' G1.001.000.250.400.101.001.000.250.400.10AULA 01 - 02VP-02EJE 1-2' Bm31.007.450.300.701.56EJE 1-2' C1.007.450.300.701.56EJE 1-2' D1.007.450.300.701.56VP-01EJE 1-2' A1.007.450.300.701.56EJE 1-2' K1.007.450.300.701.56VS-01EJE A E 11.002.450.300.500.37EJE A E 11.002.530.300.500.38EJE A E 11.002.530.300.500.38EJE A E 11.002.450.300.500.37EJE A E 21.002.450.300.500.37EJE A E 21.002.530.300.500.38EJE A E 21.002.530.300.500.38EJE A E 21.002.450.300.500.37VCH-01EJE A E 2'1.002.450.300.200.15EJE A E 2'1.002.530.300.200.15EJE A E 2'1.002.530.300.200.15EJE A E 2'1.002.450.300.200.15Vb - 01EJE B C1.003.030.150.200.09EJE C D 1.003.030.150.200.09EJE D E 1.003.000.150.200.09VCH-014.000.400.300.200.10AULA 03 - 04VP-02EJE 1-2' Bm31.007.450.300.701.56EJE 1-2' C1.007.450.300.701.56EJE 1-2' D1.007.450.300.701.56VP-01EJE 1-2' A1.007.450.300.701.56EJE 1-2' K1.007.450.300.701.56VS-01EJE A E 11.002.450.300.500.37EJE A E 11.002.530.300.500.38EJE A E 11.002.530.300.500.38EJE A E 11.002.450.300.500.37EJE A E 21.002.450.300.500.37EJE A E 21.002.530.300.500.38EJE A E 21.002.530.300.500.38EJE A E 21.002.450.300.500.37VCH-01EJE A E 2'1.002.450.300.200.15EJE A E 2'1.002.530.300.200.15EJE A E 2'1.002.530.300.200.15EJE A E 2'1.002.450.300.200.15Vb - 01EJE B C1.003.030.150.200.09EJE C D 1.003.030.150.200.09EJE D E 1.003.000.150.200.09VCH-014.000.400.300.200.10SALON USOS MULTIPLES SEGUNDO PISOVP-02m31.007.450.300.701.561.007.450.300.701.561.007.450.300.701.56VP-011.007.450.300.701.561.007.450.300.701.56VS-011.002.450.300.500.371.002.530.300.500.381.002.530.300.500.381.002.450.300.500.371.002.450.300.500.371.002.530.300.500.381.002.530.300.500.381.002.450.300.500.37VCH-011.002.450.300.200.151.002.530.300.200.151.002.530.300.200.151.002.450.300.200.15Vb - 011.003.030.150.200.091.003.030.150.200.091.003.000.150.200.09OF. ADMINISTRATIVAS SEGUNDO PISOVP-02m31.007.450.300.701.561.007.450.300.701.561.007.450.300.701.56VP-011.007.450.300.701.561.007.450.300.701.56VS-011.002.450.300.500.371.002.530.300.500.381.002.530.300.500.381.002.450.300.500.371.002.450.300.500.371.002.530.300.500.381.002.530.300.500.381.002.450.300.500.37VCH-011.002.450.300.200.151.002.530.300.200.151.002.530.300.200.151.002.450.300.200.15Vb - 011.003.030.150.200.091.003.030.150.200.091.003.000.150.200.09CERCO PERIMETRICOPARTE LATERAL 01 (VA-02)1.0016.470.150.250.62PARTE LATERAL 02 (VA-02)1.0016.470.150.250.62PARTE FONDO(VA-02)1.007.340.150.250.2883.53M3
02.03.03.02Encofrado y Desencofrado Caravista en VigasDescripcinUndElemenAncho PromedioLahParcialTotal
BAO - DEPOSITO - COCINAN CARASVP -07EJE 6-7 E'm33.002.080.402.50EJE 6-7 E''3.002.080.402.50VP-08EJE 6-7 F''1.002.080.200.42VP -07EJE 6-7 G3.002.080.402.50VP -07EJE 6-7 E'3.002.080.402.50EJE 6-7 E''3.002.080.402.50VP-08EJE 6-7 F''1.002.080.200.42VP -07EJE 6-7 G3.002.080.402.50EJE E' G - 7VS-021.002.360.400.941.002.100.400.841.001.950.400.78EJE E' G - 6VCH-011.002.360.200.471.002.100.200.421.001.950.200.39EJE E' G - 5VS-021.002.360.400.941.002.100.400.841.001.950.400.78AULA 05 - 06VS-02EJE 3-7m31.002.810.401.12EJE 3-71.002.810.401.12EJE 3-71.002.810.401.12EJE 3-71.002.810.401.12VP-04EJE A'' D' 71.002.008.350.7011.69EJE A'' D' 31.002.008.350.7011.69VP-05EJE A'' D' 61.002.008.350.7011.69EJE A'' D' 41.002.008.350.7011.69VP -06EJE A'' D' 51.005.680.402.27VS-02EJE 3 4 D'm31.002.810.401.12EJE 3 4 D'1.000.330.400.13EJE 4 5 D'1.002.670.401.07EJE 5 6 D'1.002.670.401.07EJE 6 7 D'1.002.810.401.12EJE 6 7 D'1.000.330.400.13AULA 07 - 08VS-02EJE 3-7m31.002.810.401.12EJE 3-71.002.810.401.12EJE 3-71.002.810.401.12EJE 3-71.002.810.401.12VP-04EJE G''' J' 71.002.008.350.7011.69EJE G''' J' 31.002.008.350.7011.69VP-05EJE G''' J' 61.002.008.350.7011.69EJE G''' J' 41.002.008.350.7011.69VP -06EJE G''' J' 51.002.005.680.404.54VS-02EJE 3 4 G'm31.002.002.810.402.25EJE 3 4 G'1.002.000.330.400.26EJE 3 4 G'1.002.002.670.402.14EJE 3 4 G'1.002.002.670.402.14EJE 3 4 G'1.002.002.810.402.25EJE 3 4 G'1.002.000.330.400.26AREA ESCALERA - CASETA PRIMER PISOVCH-011.003.930.200.79EJE E' G1.002.620.200.52VP -09EJE E' G1.002.003.930.403.141.002.002.620.402.101.002.003.930.403.141.002.002.620.402.101.002.003.930.403.141.002.002.620.402.101.002.003.930.403.141.002.002.300.401.841.002.001.470.401.18VS-031.002.001.200.400.961.002.002.000.401.601.002.002.000.401.601.002.001.200.400.961.002.002.000.401.601.002.002.000.401.601.002.002.600.402.081.002.002.800.402.241.002.001.200.400.96
AREA ESCALERA - SEGUNDO PISOVCH-011.003.930.200.79EJE E' G1.002.620.200.52VP -09EJE E' G1.002.003.930.403.141.002.002.620.402.101.002.003.930.403.141.002.002.620.402.101.002.003.170.402.54VP-03EJE E' G1.002.002.000.702.801.002.001.200.701.681.002.002.000.702.801.002.001.200.701.681.002.002.000.702.801.002.001.200.701.68VS-03EJE E' G1.002.001.000.400.801.002.001.000.400.80AULA 01 - 02VP-02EJE 1-2' Bm31.002.007.450.7010.43EJE 1-2' C1.002.007.450.7010.43EJE 1-2' D1.002.007.450.7010.43VP-01EJE 1-2' A1.002.007.450.7010.43EJE 1-2' K1.002.007.450.7010.43VS-01EJE A E 11.002.002.450.502.45EJE A E 11.002.002.530.502.53EJE A E 11.002.002.530.502.53EJE A E 11.002.002.450.502.45EJE A E 21.002.002.450.502.45EJE A E 21.002.002.530.502.53EJE A E 21.002.002.530.502.53EJE A E 21.002.002.450.502.45VCH-01EJE A E 2'1.002.450.200.49EJE A E 2'1.002.530.200.51EJE A E 2'1.002.530.200.51EJE A E 2'1.002.450.200.49Vb - 01EJE B C1.003.030.200.61EJE C D 1.003.030.200.61EJE D E 1.003.000.200.60VCH-014.000.400.200.32AULA 03 - 04VP-02EJE 1-2' Bm31.002.007.450.7010.43EJE 1-2' C1.002.007.450.7010.43EJE 1-2' D1.002.007.450.7010.43VP-01EJE 1-2' A1.002.007.450.7010.43EJE 1-2' K1.002.007.450.7010.43VS-01EJE A E 11.002.002.450.502.45EJE A E 11.002.002.530.502.53EJE A E 11.002.002.530.502.53EJE A E 11.002.002.450.502.45EJE A E 21.002.002.450.502.45EJE A E 21.002.002.530.502.53EJE A E 21.002.002.530.502.53EJE A E 21.002.002.450.502.45VCH-01EJE A E 2'1.002.450.200.49EJE A E 2'1.002.530.200.51EJE A E 2'1.002.530.200.51EJE A E 2'1.002.450.200.49Vb - 01EJE B C1.003.030.200.61EJE C D 1.003.030.200.61EJE D E 1.003.000.200.60VCH-014.000.400.200.32SALON USOS MULTIPLES SEGUNDO PISOVP-02m31.002.007.450.7010.431.002.007.450.7010.431.002.007.450.7010.43VP-011.002.007.450.7010.431.002.007.450.7010.43VS-011.002.002.450.502.451.002.002.530.502.531.002.002.530.502.531.002.002.450.502.451.002.002.450.502.451.002.002.530.502.531.002.002.530.502.531.002.002.450.502.45VCH-011.002.450.200.491.002.530.200.511.002.530.200.511.002.450.200.49Vb - 011.003.030.200.611.003.030.200.611.003.000.200.60OF. ADMINISTRATIVAS SEGUNDO PISOVP-02m31.002.007.450.7010.431.002.007.450.7010.431.002.007.450.7010.43VP-011.002.007.450.7010.431.002.007.450.7010.43VS-011.002.002.450.502.451.002.002.530.502.531.002.002.530.502.531.002.002.450.502.451.002.002.450.502.451.002.002.530.502.531.002.002.530.502.531.002.002.450.502.45VCH-011.002.450.200.491.002.530.200.511.002.530.200.511.002.450.200.49Vb - 011.003.030.200.611.003.030.200.611.003.000.200.60CERCO PERIMETRICOPARTE LATERAL 01 (VA-02)1.002.0016.470.258.24PARTE LATERAL 02 (VA-02)1.002.0016.470.258.24PARTE FONDO(VA-02)1.002.007.340.253.67
535.92m2
02.03.03.03Acero Corrugado en Vigas fy=4200 Kg/cm2 GRADO 60
DescripcinUndElemenAncho PromedioLahParcialTotal
Acero Vigaskg11,768.56KG
02.03.04Losa Aligerada02.03.04.01Concreto en Losa Aligerada f'c=210 Kg/cm2DescripcinUndElemenAncho PromedioLahParcialTotal
BLOQUE A BAO -DEPOSITO - COCINAm32.00AREA=4.900.0880.862.00AREA=4.050.0880.712.00AREA=4.050.0880.71
AULA 05 - 062.00AREA=28.070.0884.912.00AREA=25.100.0884.39AULA 07 - 082.00AREA=28.070.0884.912.00AREA=25.100.0884.39PRIMER PISOAULA 01 - 024.00AREA=24.150.0888.454.00AREA=3.600.0881.261.00AREA=3.390.0880.30AULA 03 - 044.00AREA=28.070.0889.824.00AREA=25.100.0888.791.00AREA=3.390.0880.30SEGUNDO PISOSUM4.00AREA=24.150.0888.454.00AREA=3.600.0881.261.00AREA=3.390.0880.30OFICINAS ADMINISTRATIVAS4.00AREA=28.070.0889.824.00AREA=25.100.0888.791.00AREA=3.390.0880.30PRIMER PISOESCALERA Y GUARDIANIA1.00AREA=4.720.0880.411.00AREA=8.650.0880.761.00AREA=8.650.0880.76AULA 03 - 041.00AREA=3.140.0880.271.00AREA=6.220.0880.54SEGUNDO PISOBAOS1.00AREA=8.650.0880.761.00AREA=4.720.0880.411.00AREA=3.140.0880.281.00AREA=5.760.0880.501.00AREA=1.830.0880.1683.57M3
02.03.04.02Encofrado y Desencofrado Normal en Losa AligeradaDescripcinUndElemenAncho PromedioLahParcialTotal
BLOQUE A BAO -DEPOSITO - COCINAm32.00AREA=4.909.802.00AREA=4.058.102.00AREA=4.058.10
AULA 05 - 062.00AREA=28.0756.142.00AREA=25.1050.20AULA 07 - 082.00AREA=28.0756.142.00AREA=25.1050.20PRIMER PISOAULA 01 - 024.00AREA=24.1596.604.00AREA=3.6014.401.00AREA=3.393.39AULA 03 - 044.00AREA=28.07112.284.00AREA=25.10100.401.00AREA=3.393.39SEGUNDO PISOSUM4.00AREA=24.1596.604.00AREA=3.6014.401.00AREA=3.393.39OFICINAS ADMINISTRATIVAS4.00AREA=28.07112.284.00AREA=25.10100.401.00AREA=3.393.39PRIMER PISOESCALERA Y GUARDIANIA1.00AREA=4.724.721.00AREA=8.658.651.00AREA=8.658.65AULA 03 - 041.00AREA=3.143.141.00AREA=6.226.22SEGUNDO PISOBAOS1.00AREA=8.658.651.00AREA=4.724.721.00AREA=3.143.141.00AREA=5.765.761.00AREA=1.831.83955.08M2
02.03.04.03Ladrillo para techo h=0.20 m.DescripcinUndElemenAncho PromedioLahParcialTotal
BLOQUE A BAO -DEPOSITO - COCINAm32.00AREA=4.908.3381.632.00AREA=4.058.3367.472.00AREA=4.058.3367.47
AULA 05 - 062.00AREA=28.078.33467.652.00AREA=25.108.33418.17AULA 07 - 082.00AREA=28.078.33467.652.00AREA=25.108.33418.17PRIMER PISOAULA 01 - 024.00AREA=24.158.33804.684.00AREA=3.608.33119.951.00AREA=3.398.3328.24AULA 03 - 044.00AREA=28.078.33935.294.00AREA=25.108.33836.331.00AREA=3.398.3328.24SEGUNDO PISOSUM4.00AREA=24.158.33804.684.00AREA=3.608.33119.951.00AREA=3.398.3328.24OFICINAS ADMINISTRATIVAS4.00AREA=28.078.33935.294.00AREA=25.108.33836.331.00AREA=3.398.3328.24PRIMER PISOESCALERA Y GUARDIANIA1.00AREA=4.728.3339.321.00AREA=8.658.3372.051.00AREA=8.658.3372.05AULA 03 - 041.00AREA=3.148.3326.161.00AREA=6.228.3351.81SEGUNDO PISOBAOS1.00AREA=8.658.3372.051.00AREA=4.728.3339.321.00AREA=3.148.3326.191.00AREA=5.768.3347.981.00AREA=1.838.3315.24
7,956.00UND
02.03.04.04Acero Corrugado en Losa fy=4200 kg/cm2 GRADO 60DescripcinUndElemenAncho PromedioLahParcialTotal
Acero Losa aligeradakg4,871.61KG
02.03.05Escaleras02.03.05.01Concreto en Escaleras Fc= 210 KG/CM2DescripcinUndElemenAncho PromedioLahParcialTotal
1er Tramom3Losa1.00Area = 0.791.220.962do TramoLosa1.00Area = 1.371.221.672.63M3
02.03.05.02Encofrado y desencofrado normal en EscalerasDescripcinUndElemenAncho PromedioLahParcialTotal
1er Tramom21.001.223.454.212do Tramo1.001.225.937.2311.44M2
02.03.05.03Acero corrugado en Escalera Fy= 4200 KG/CM2 GRADO 60DescripcinUndElemenTotal excav.LahParcialTotal
Acero Escaleraskg189.67KG
PIP: "MEJORAMIENTO DE LOS SERVICIOS DE LA GOBERNACION DISTRITAL DE PAMPACHIRI PROVINCIA DE ANDAHUAYLAS, APURIMAC"CONSULTOR: ING. DIEGO ARMANDO QUISPE ORTEGA
Hoja1
ACERO
OFICINA NACIONAL DE OGBIERNO INTERIOR
HOJA DE METRADOS - ESTRUCTURAS (ACERO)
PROYECTO: "MEJORAMIENTO DE LOS SERVICIOS DE LA GOBERNACION DISTRITAL DE PAMPACHIRI PROVINCIA DE ANDAHUAYLAS, APURIMAC"UBICACINDISTRITO DE PAMPACHIRI, PROVINCIA DE ANDAHUAYLAS, DEPARTAMENTO DE APURIMACFECHADICIEMBRE DEL 2014
HECHO POR :ITEMDescripcionDiseo N de N de Long.Longitud (m) por TOTALdelelem.pzas xPor1/4"3/8"1/2"5/8"3/4"1" fierroiguales elem. pieza0.250.581.021.562.233.97kg
02.02.08Acero Corrugado en VIGA DE CIMENTACION fy=4200 Kg/cm2 Grado 603,196.40VIGA DE CIMENTACIONAULA 01 - AULA 02VC-01longitudinal 5/8"16.002.450.00.00.014.70.00.022.93estribo3/8"114.001.400.019.60.00.00.00.011.37longitudinal 5/8"16.000.900.00.00.05.40.00.08.42estribo3/8"18.001.400.011.20.00.00.00.06.50longitudinal 5/8"16.000.900.00.00.05.40.00.08.42estribo3/8"18.001.400.011.20.00.00.00.06.50longitudinal 5/8"16.002.450.00.00.014.70.00.022.93estribo3/8"114.001.400.019.60.00.00.00.011.37longitudinal 5/8"16.001.600.00.00.09.60.00.014.98estribo3/8"112.001.400.016.80.00.00.00.09.74longitudinal 5/8"16.001.600.00.00.09.60.00.014.98estribo3/8"112.001.400.016.80.00.00.00.09.74longitudinal 5/8"16.002.450.00.00.014.70.00.022.93estribo3/8"114.001.400.019.60.00.00.00.011.37longitudinal 5/8"16.002.530.00.00.015.20.00.023.68estribo3/8"114.001.400.019.60.00.00.00.011.37longitudinal 5/8"16.002.530.00.00.015.20.00.023.68estribo3/8"114.001.400.019.60.00.00.00.011.37longitudinal 5/8"16.002.450.00.00.014.70.00.022.93estribo3/8"114.001.400.019.60.00.00.00.011.37VC-02longitudinal 5/8"167.740.00.00.046.40.00.072.45longitudinal 1/2"167.740.00.046.40.00.00.047.37estribo3/8"1142.200.030.80.00.00.00.017.86longitudinal 5/8"163.950.00.00.023.70.00.036.97longitudinal 1/2"163.950.00.023.70.00.00.024.17estribo3/8"1202.200.044.00.00.00.00.025.52longitudinal 5/8"167.740.00.00.046.40.00.072.45longitudinal 1/2"167.740.00.046.40.00.00.047.37estribo3/8"1322.200.070.40.00.00.00.040.83longitudinal 5/8"163.950.00.00.023.70.00.036.97longitudinal 1/2"163.950.00.023.70.00.00.024.17estribo3/8"1202.200.044.00.00.00.00.025.52AULA 03 - AULA 04VC-01longitudinal 5/8"16.002.450.00.00.014.70.00.022.93estribo3/8"114.001.400.019.60.00.00.00.011.37longitudinal 5/8"16.000.900.00.00.05.40.00.08.42estribo3/8"18.001.400.011.20.00.00.00.06.50longitudinal 5/8"16.000.900.00.00.05.40.00.08.42estribo3/8"18.001.400.011.20.00.00.00.06.50longitudinal 5/8"16.002.450.00.00.014.70.00.022.93estribo3/8"114.001.400.019.60.00.00.00.011.37longitudinal 5/8"16.001.600.00.00.09.60.00.014.98estribo3/8"112.001.400.016.80.00.00.00.09.74longitudinal 5/8"16.001.600.00.00.09.60.00.014.98estribo3/8"112.001.400.016.80.00.00.00.09.74longitudinal 5/8"16.002.450.00.00.014.70.00.022.93estribo3/8"114.001.400.019.60.00.00.00.011.37longitudinal 5/8"16.002.530.00.00.015.20.00.023.68estribo3/8"114.001.400.019.60.00.00.00.011.37longitudinal 5/8"16.002.530.00.00.015.20.00.023.68estribo3/8"114.001.400.019.60.00.00.00.011.37longitudinal 5/8"16.002.450.00.00.014.70.00.022.93estribo3/8"114.001.400.019.60.00.00.00.011.37VC-02longitudinal 5/8"167.740.00.00.046.40.00.072.45longitudinal 1/2"167.740.00.046.40.00.00.047.37estribo3/8"1142.200.030.80.00.00.00.017.86longitudinal 5/8"163.950.00.00.023.70.00.036.97longitudinal 1/2"163.950.00.023.70.00.00.024.17estribo3/8"1202.200.044.00.00.00.00.025.52longitudinal 5/8"167.740.00.00.046.40.00.072.45longitudinal 1/2"167.740.00.046.40.00.00.047.37estribo3/8"1322.200.070.40.00.00.00.040.83longitudinal 5/8"163.950.00.00.023.70.00.036.97longitudinal 1/2"163.950.00.023.70.00.00.024.17estribo3/8"1202.200.044.00.00.00.00.025.52CASETA DE VIGILANCIAVC-01longitudinal 5/8"16.005.080.00.00.030.50.00.047.55estribo3/8"122.001.400.030.80.00.00.00.017.86longitudinal 5/8"16.006.180.00.00.037.10.00.057.84estribo3/8"126.001.400.036.40.00.00.00.021.11AULA 05 - AULA 06VC-01longitudinal 5/8"16.003.110.00.00.018.70.00.029.11estribo3/8"116.001.400.022.40.00.00.00.012.99longitudinal 5/8"16.003.210.00.00.019.30.00.030.05estribo3/8"116.001.400.022.40.00.00.00.012.99longitudinal 5/8"16.003.110.00.00.018.70.00.029.11estribo3/8"116.001.400.022.40.00.00.00.012.99longitudinal 5/8"16.003.010.00.00.018.10.00.028.17estribo3/8"116.001.400.022.40.00.00.00.012.99longitudinal 5/8"16.002.910.00.00.017.50.00.027.24estribo3/8"116.001.400.022.40.00.00.00.012.99longitudinal 5/8"16.000.330.00.00.02.00.00.03.09estribo3/8"14.001.400.05.60.00.00.00.03.25longitudinal 5/8"16.002.670.00.00.016.00.00.024.99estribo3/8"114.001.400.019.60.00.00.00.011.37longitudinal 5/8"16.002.670.00.00.016.00.00.024.99estribo3/8"116.001.400.022.40.00.00.00.012.99longitudinal 5/8"16.000.330.00.00.02.00.00.03.09estribo3/8"14.001.400.05.60.00.00.00.03.25longitudinal 5/8"16.002.760.00.00.016.60.00.025.83estribo3/8"116.001.400.022.40.00.00.00.012.99VC-02longitudinal 5/8"168.550.00.00.051.30.00.080.03longitudinal 1/2"168.550.00.051.30.00.00.052.33estribo3/8"1142.200.030.80.00.00.00.017.86longitudinal 5/8"168.550.00.00.051.30.00.080.03longitudinal 1/2"168.550.00.051.30.00.00.052.33estribo3/8"1202.200.044.00.00.00.00.025.52VC-03longitudinal 5/8"166.140.00.00.036.80.00.057.47longitudinal 1/2"166.140.00.036.80.00.00.037.58estribo3/8"1262.000.052.00.00.00.00.030.16AULA 07 - AULA 08VC-01longitudinal 5/8"16.003.110.00.00.018.70.00.029.11estribo3/8"116.001.400.022.40.00.00.00.012.99longitudinal 5/8"16.003.210.00.00.019.30.00.030.05estribo3/8"116.001.400.022.40.00.00.00.012.99longitudinal 5/8"16.003.110.00.00.018.70.00.029.11estribo3/8"116.001.400.022.40.00.00.00.012.99longitudinal 5/8"16.003.010.00.00.018.10.00.028.17estribo3/8"116.001.400.022.40.00.00.00.012.99longitudinal 5/8"16.002.910.00.00.017.50.00.027.24estribo3/8"116.001.400.022.40.00.00.00.012.99longitudinal 5/8"16.000.330.00.00.02.00.00.03.09estribo3/8"14.001.400.05.60.00.00.00.03.25longitudinal 5/8"16.002.670.00.00.016.00.00.024.99estribo3/8"114.001.400.019.60.00.00.00.011.37longitudinal 5/8"16.002.670.00.00.016.00.00.024.99estribo3/8"116.001.400.022.40.00.00.00.012.99longitudinal 5/8"16.000.330.00.00.02.00.00.03.09estribo3/8"14.001.400.05.60.00.00.00.03.25longitudinal 5/8"16.002.760.00.00.016.60.00.025.83estribo3/8"116.001.400.022.40.00.00.00.012.99VC-02longitudinal 5/8"168.550.00.00.051.30.00.080.03longitudinal 1/2"168.550.00.051.30.00.00.052.33estribo3/8"1142.200.030.80.00.00.00.017.86longitudinal 5/8"168.550.00.00.051.30.00.080.03longitudinal 1/2"168.550.00.051.30.00.00.052.33estribo3/8"1202.200.044.00.00.00.00.025.52VC-03longitudinal 5/8"166.140.00.00.036.80.00.057.47longitudinal 1/2"166.140.00.036.80.00.00.037.58estribo3/8"1262.000.052.00.00.00.00.030.16
02.03.01.02Acero Corrugado en Zapatas fy=4200 Kg/cm2 Grado 602,698.80Tipo Z-1transversal5/8"611.001.500.00.00.099.00.00.0154.44longitudinal 5/8"68.002.100.00.00.0100.80.00.0157.25
Tipo Z-2transversal5/8"612.002.300.00.00.0165.60.00.0258.34longitudinal 5/8"612.002.300.00.00.0165.60.00.0258.34Tipo Z-3transversal5/8"47.001.800.00.00.050.40.00.078.62longitudinal 5/8"49.001.400.00.00.050.40.00.078.62Tipo Z-4transversal5/8"810.001.900.00.00.0152.00.00.0237.12longitudinal 5/8"810.001.900.00.00.0152.00.00.0237.12Tipo Z-5transversal5/8"67.001.400.00.00.058.80.00.091.73longitudinal 5/8"67.001.400.00.00.058.80.00.091.73
Tipo Z-6transversal5/8"96.001.200.00.00.064.80.00.0101.09longitudinal 5/8"96.001.200.00.00.064.80.00.0101.09Tipo Z-7transversal5/8"35.001.200.00.00.018.00.00.028.08longitudinal 5/8"36.001.000.00.00.018.00.00.028.08Tipo Z-8transversal5/8"18.001.500.00.00.012.00.00.018.72longitudinal 5/8"18.001.500.00.00.012.00.00.018.72Tipo Z-9transversal5/8"211.001.800.00.00.039.60.00.061.78longitudinal 5/8"29.002.100.00.00.037.80.00.058.97
Tipo Z-10transversal5/8"47.001.200.00.00.033.60.00.052.42longitudinal 5/8"46.001.400.00.00.033.60.00.052.42Tipo Z-11transversal5/8"410.002.800.00.00.0112.00.00.0174.72longitudinal 5/8"414.001.900.00.00.0106.40.00.0165.98Tipo Z-12transversal5/8"35.001.000.00.00.015.00.00.023.40longitudinal 5/8"35.001.000.00.00.015.00.00.023.40Tipo Z-13transversal5/8"18.002.300.00.00.018.40.00.028.70longitudinal 5/8"112.001.500.00.00.018.00.00.028.08Tipo Z-14transversal5/8"26.002.400.00.00.028.80.00.044.93longitudinal 5/8"212.001.200.00.00.028.80.00.044.93
02.03.04.02Acero Corrugado en Columnas fy=4200 Kg/cm2 GRADO 6021,000.49
C - 1 Longitudinal1/2"6119.100.00.0600.60.00.00.0612.61 Longitudinal3/4"6109.100.00.00.00.0546.00.01,217.58estribos3/8"6561.200.0403.20.00.00.00.0233.86estribos3/8"6562.200.0739.20.00.00.00.0428.74C - 1 Longitudinal1/2"6119.100.00.0600.60.00.00.0612.61 Longitudinal3/4"6109.100.00.00.00.0546.00.01,217.58estribos3/8"6561.200.0403.20.00.00.00.0233.86estribos3/8"6562.200.0739.20.00.00.00.0428.74C - 2 Longitudinal5/8"4169.100.00.00.0582.40.00.0908.54estribos3/8"4561.200.0268.80.00.00.00.0155.90estribos3/8"4561.800.0403.20.00.00.00.0233.86C - 2 Longitudinal5/8"6169.100.00.00.0873.60.00.01,362.82estribos3/8"6561.200.0403.20.00.00.00.0233.86estribos3/8"6561.800.0604.80.00.00.00.0350.78C - 3 Longitudinal5/8"5115.700.00.00.0313.50.00.0489.06 Longitudinal1/2"5105.700.00.0285.00.00.00.0290.70estribos3/8"5302.000.0300.00.00.00.00.0174.00estribos3/8"5301.600.0240.00.00.00.00.0139.20C - 3 Longitudinal5/8"5115.700.00.00.0313.50.00.0489.06 Longitudinal1/2"5105.700.00.0285.00.00.00.0290.70estribos3/8"5302.000.0300.00.00.00.00.0174.00estribos3/8"5301.600.0240.00.00.00.00.0139.20C - 4 Longitudinal5/8"885.700.00.00.0364.80.00.0569.09 Longitudinal1/2"885.700.00.0364.80.00.00.0372.10estribos3/8"8301.600.0384.00.00.00.00.0222.72estribos3/8"8301.600.0384.00.00.00.00.0222.72C - 5 Longitudinal5/8"255.700.00.00.057.00.00.088.92 Longitudinal1/2"265.700.00.068.40.00.00.069.77estribos3/8"2301.600.096.00.00.00.00.055.68estribos3/8"2301.600.096.00.00.00.00.055.68C - 6 Longitudinal5/8"295.700.00.00.0102.60.00.0160.06 Longitudinal1/2"2195.700.00.0216.60.00.00.0220.93estribos3/8"2301.600.096.00.00.00.00.055.68estribos3/8"2301.620.097.20.00.00.00.056.38estribos3/8"2301.620.097.20.00.00.00.056.38C - 7 Longitudinal5/8"945.700.00.00.0205.20.00.0320.11 Longitudinal1/2"925.700.00.0102.60.00.00.0104.65estribos3/8"9301.200.0324.00.00.00.00.0187.92C - 8 Longitudinal1/2"365.700.00.0102.60.00.00.0104.65estribos3/8"3300.900.081.00.00.00.00.046.98C - 9 Longitudinal5/8"549.100.00.00.0182.00.00.0283.92 Longitudinal1/2"549.100.00.0182.00.00.00.0185.64estribos3/8"5561.500.0420.00.00.00.00.0243.60C - 9 Longitudinal5/8"245.300.00.00.042.40.00.066.14 Longitudinal1/2"245.300.00.042.40.00.00.043.25estribos3/8"2301.500.090.00.00.00.00.052.20C - 10 Longitudinal1/2"369.100.00.0163.80.00.00.0167.08estribos3/8"3561.100.0184.80.00.00.00.0107.18C - 11 Longitudinal1/2"2105.300.00.0106.00.00.00.0108.12estribos3/8"2300.750.045.00.00.00.00.026.10estribos3/8"2300.750.045.00.00.00.00.026.10C - A1 Longitudinal1/2"6645.600.00.01,478.40.00.00.01,507.97estribos3/8"66300.800.01,584.00.00.00.00.0918.72C - A1 Longitudinal1/2"5049.100.00.01,820.00.00.00.01,856.40estribos3/8"50560.800.02,240.00.00.00.00.01,299.20C - A2 Longitudinal1/2"1545.600.00.0336.00.00.00.0342.72estribos3/8"15300.900.0405.00.00.00.00.0234.90C - A3 Longitudinal1/2"285.600.00.089.60.00.00.091.39estribos3/8"2300.750.045.00.00.00.00.026.10estribos3/8"2300.750.045.00.00.00.00.026.10
02.03.04.03Acero Corrugado en Vigas fy=4200 Kg/cm2 GRADO 6011,768.56BAO - DEPOSITO - COCINAVP-071/2"342.080.00.025.00.00.00.025.465/8"382.080.00.00.049.90.00.077.883/8"3182.000.0108.00.00.00.00.062.641/2"342.080.00.025.00.00.00.025.465/8"382.080.00.00.049.90.00.077.883/8"3182.000.0108.00.00.00.00.062.64VP-081/2"162.080.00.012.50.00.00.012.733/8"1181.000.018.00.00.00.00.010.44VP-071/2"342.080.00.025.00.00.00.025.465/8"382.080.00.00.049.90.00.077.883/8"3182.000.0108.00.00.00.00.062.641/2"342.080.00.025.00.00.00.025.465/8"382.080.00.00.049.90.00.077.883/8"3182.000.0108.00.00.00.00.062.641/2"342.080.00.025.00.00.00.025.465/8"382.080.00.00.049.90.00.077.883/8"3182.000.0108.00.00.00.00.062.64VP-081/2"162.080.00.012.50.00.00.012.733/8"1181.000.018.00.00.00.00.010.44VP-071/2"342.080.00.025.00.00.00.025.465/8"382.080.00.00.049.90.00.077.883/8"3182.000.0108.00.00.00.00.062.64VS-021/2"162.360.00.014.20.00.00.014.443/8"1161.400.022.40.00.00.00.012.991/2"162.100.00.012.60.00.00.012.853/8"1151.400.021.00.00.00.00.012.181/2"161.950.00.011.70.00.00.011.933/8"1151.400.021.00.00.00.00.012.18VCH-011/2"162.360.00.014.20.00.00.014.443/8"1161.000.016.00.00.00.00.09.281/2"162.100.00.012.60.00.00.012.853/8"1151.000.015.00.00.00.00.08.701/2"161.950.00.011.70.00.00.011.933/8"1151.000.015.00.00.00.00.08.70VS-021/2"162.360.00.014.20.00.00.014.443/8"1161.400.022.40.00.00.00.012.991/2"162.100.00.012.60.00.00.012.853/8"1151.400.021.00.00.00.00.012.181/2"161.950.00.011.70.00.00.011.933/8"1151.400.021.00.00.00.00.012.18AULA 05 - 06VS-021/2"162.810.00.016.90.00.00.017.203/8"1181.400.025.20.00.00.00.014.621/2"162.810.00.016.90.00.00.017.203/8"1181.400.025.20.00.00.00.014.621/2"162.810.00.016.90.00.00.017.203/8"1181.400.025.20.00.00.00.014.621/2"162.810.00.016.90.00.00.017.203/8"1181.400.025.20.00.00.00.014.62VP-041/2"168.350.00.050.10.00.00.051.105/8"188.350.00.00.066.80.00.0104.213/8"1502.000.0100.00.00.00.00.058.001/2"168.350.00.050.10.00.00.051.105/8"188.350.00.00.066.80.00.0104.213/8"1502.000.0100.00.00.00.00.058.00VP-051/2"168.350.00.050.10.00.00.051.105/8"198.350.00.00.075.20.00.0117.233/8"1502.000.0100.00.00.00.00.058.001/2"168.350.00.050.10.00.00.051.105/8"198.350.00.00.075.20.00.0117.233/8"1502.000.0100.00.00.00.00.058.00VP-061/2"145.680.00.022.70.00.00.023.175/8"185.680.00.00.045.40.00.070.893/8"1501.800.090.00.00.00.00.052.201/2"145.680.00.022.70.00.00.023.175/8"185.680.00.00.045.40.00.070.893/8"1501.800.090.00.00.00.00.052.20VS-021/2"162.810.00.016.90.00.00.017.203/8"1221.400.030.80.00.00.00.017.861/2"160.330.00.02.00.00.00.02.023/8"141.400.05.60.00.00.00.03.251/2"162.670.00.016.00.00.00.016.343/8"1221.400.030.80.00.00.00.017.861/2"162.670.00.016.00.00.00.016.343/8"1221.400.030.80.00.00.00.017.861/2"162.810.00.016.90.00.00.017.203/8"1221.400.030.80.00.00.00.017.861/2"160.330.00.02.00.00.00.02.023/8"141.400.05.60.00.00.00.03.25AULA 07 - 08VS-021/2"162.810.00.016.90.00.00.017.203/8"1181.400.025.20.00.00.00.014.621/2"162.810.00.016.90.00.00.017.203/8"1181.400.025.20.00.00.00.014.621/2"162.810.00.016.90.00.00.017.203/8"1181.400.025.20.00.00.00.014.621/2"162.810.00.016.90.00.00.017.203/8"1181.400.025.20.00.00.00.014.62VP-041/2"168.350.00.050.10.00.00.051.105/8"188.350.00.00.066.80.00.0104.213/8"1502.000.0100.00.00.00.00.058.001/2"168.350.00.050.10.00.00.051.105/8"188.350.00.00.066.80.00.0104.213/8"1502.000.0100.00.00.00.00.058.00VP-051/2"168.350.00.050.10.00.00.051.105/8"198.350.00.00.075.20.00.0117.233/8"1502.000.0100.00.00.00.00.058.001/2"168.350.00.050.10.00.00.051.105/8"198.350.00.00.075.20.00.0117.233/8"1502.000.0100.00.00.00.00.058.00VP-061/2"145.680.00.022.70.00.00.023.175/8"185.680.00.00.045.40.00.070.893/8"1381.800.068.40.00.00.00.039.671/2"145.680.00.022.70.00.00.023.175/8"185.680.00.00.045.40.00.070.893/8"1381.800.068.40.00.00.00.039.67VS-021/2"162.810.00.016.90.00.00.017.203/8"1221.400.030.80.00.00.00.017.861/2"160.330.00.02.00.00.00.02.023/8"141.400.05.60.00.00.00.03.251/2"162.670.00.016.00.00.00.016.343/8"1221.400.030.80.00.00.00.017.861/2"162.670.00.016.00.00.00.016.343/8"1221.400.030.80.00.00.00.017.861/2"162.810.00.016.90.00.00.017.203/8"1221.400.030.80.00.00.00.017.861/2"160.330.00.02.00.00.00.02.023/8"141.400.05.60.00.00.00.03.25AREA ESCALERA - CASETA PRIMER PISOVCH-011/2"163.930.00.023.60.00.00.024.053/8"1241.000.024.00.00.00.00.013.921/2"162.620.00.015.70.00.00.016.033/8"1221.000.022.00.00.00.00.012.761/2"161.950.00.011.70.00.00.011.933/8"1151.000.015.00.00.00.00.08.70VP-091/2"183.930.00.031.40.00.00.032.073/8"1281.400.039.20.00.00.00.022.741/2"182.620.00.021.00.00.00.021.383/8"1221.400.030.80.00.00.00.017.861/2"183.930.00.031.40.00.00.032.073/8"1281.400.039.20.00.00.00.022.741/2"182.620.00.021.00.00.00.021.383/8"1221.400.030.80.00.00.00.017.861/2"183.930.00.031.40.00.00.032.073/8"1281.400.039.20.00.00.00.022.741/2"182.620.00.021.00.00.00.021.383/8"1221.400.030.80.00.00.00.017.861/2"183.930.00.031.40.00.00.032.073/8"1281.400.039.20.00.00.00.022.741/2"182.300.00.018.40.00.00.018.773/8"1221.400.030.80.00.00.00.017.861/2"181.470.00.011.80.00.00.012.003/8"1141.400.019.60.00.00.00.011.37VS-031/2"161.200.00.07.20.00.00.07.343/8"1121.400.016.80.00.00.00.09.741/2"162.000.00.012.00.00.00.012.243/8"1151.400.021.00.00.00.00.012.181/2"162.000.00.012.00.00.00.012.243/8"1151.400.021.00.00.00.00.012.181/2"161.200.00.07.20.00.00.07.343/8"1121.400.016.80.00.00.00.09.741/2"162.000.00.012.00.00.00.012.243/8"1151.400.021.00.00.00.00.012.181/2"162.000.00.012.00.00.00.012.243/8"1151.400.021.00.00.00.00.012.181/2"162.600.00.015.60.00.00.015.913/8"1161.400.022.40.00.00.00.012.991/2"162.800.00.016.80.00.00.017.143/8"1161.400.022.40.00.00.00.012.991/2"161.200.00.07.20.00.00.07.343/8"1121.400.016.80.00.00.00.09.74AREA ESCALERA - SEGUNDO PISOVCH-011/2"163.930.00.023.60.00.00.024.053/8"1241.000.024.00.00.00.00.013.921/2"162.620.00.015.70.00.00.016.033/8"1221.000.022.00.00.00.00.012.76VP-091/2"183.930.00.031.40.00.00.032.073/8"1281.400.039.20.00.00.00.022.741/2"182.620.00.021.00.00.00.021.383/8"1221.400.030.80.00.00.00.017.861/2"183.930.00.031.40.00.00.032.073/8"1281.400.039.20.00.00.00.022.741/2"182.620.00.021.00.00.00.021.383/8"1221.400.030.80.00.00.00.017.861/2"183.170.00.025.40.00.00.025.873/8"1241.400.033.60.00.00.00.019.49
3/8"1221.400.030.80.00.00.00.017.861/2"183.930.00.031.40.00.00.032.073/8"1281.400.039.20.00.00.00.022.741/2"182.300.00.018.40.00.00.018.773/8"1221.400.030.80.00.00.00.017.861/2"181.470.00.011.80.00.00.012.003/8"1141.400.019.60.00.00.00.011.37VS-031/2"161.000.00.06.00.00.00.06.123/8"1101.400.014.00.00.00.00.08.121/2"161.000.00.06.00.00.00.06.123/8"1101.400.014.00.00.00.00.08.12VP-031/2"162.000.00.012.00.00.00.012.245/8"192.000.00.00.018.00.00.028.083/8"1182.000.036.00.00.00.00.020.881/2"161.200.00.07.20.00.00.07.345/8"191.200.00.00.010.80.00.016.853/8"1142.000.028.00.00.00.00.016.241/2"162.000.00.012.00.00.00.012.245/8"192.000.00.00.018.00.00.028.083/8"1182.000.036.00.00.00.00.020.881/2"161.200.00.07.20.00.00.07.345/8"191.200.00.00.010.80.00.016.853/8"1142.000.028.00.00.00.00.016.241/2"162.000.00.012.00.00.00.012.245/8"192.000.00.00.018.00.00.028.083/8"1182.000.036.00.00.00.00.020.881/2"161.200.00.07.20.00.00.07.345/8"191.200.00.00.010.80.00.016.853/8"1142.000.028.00.00.00.00.016.24AULA 01 - 02VP-021/2"167.450.00.044.70.00.00.045.595/8"187.450.00.00.059.60.00.092.983/8"1462.000.092.00.00.00.00.053.361/2"167.450.00.044.70.00.00.045.595/8"187.450.00.00.059.60.00.092.983/8"1462.000.092.00.00.00.00.053.361/2"167.450.00.044.70.00.00.045.595/8"187.450.00.00.059.60.00.092.983/8"1462.000.092.00.00.00.00.053.36VP-021/2"167.450.00.044.70.00.00.045.595/8"197.450.00.00.067.10.00.0104.603/8"1462.000.092.00.00.00.00.053.361/2"167.450.00.044.70.00.00.045.595/8"197.450.00.00.067.10.00.0104.603/8"1462.000.092.00.00.00.00.053.36VS-011/2"122.450.00.04.90.00.00.05.005/8"162.450.00.00.014.70.00.022.933/8"1181.600.028.80.00.00.00.016.701/2"122.530.00.05.10.00.00.05.165/8"162.530.00.00.015.20.00.023.683/8"1181.600.028.80.00.00.00.016.701/2"122.530.00.05.10.00.00.05.165/8"162.530.00.00.015.20.00.023.683/8"1181.600.028.80.00.00.00.016.701/2"122.450.00.04.90.00.00.05.005/8"162.450.00.00.014.70.00.022.933/8"1181.600.028.80.00.00.00.016.701/2"122.450.00.04.90.00.00.05.005/8"162.450.00.00.014.70.00.022.933/8"1181.600.028.80.00.00.00.016.701/2"122.530.00.05.10.00.00.05.165/8"162.530.00.00.015.20.00.023.683/8"1181.600.028.80.00.00.00.016.701/2"122.530.00.05.10.00.00.05.165/8"162.530.00.00.015.20.00.023.683/8"1181.600.028.80.00.00.00.016.701/2"122.450.00.04.90.00.00.05.005/8"162.450.00.00.014.70.00.022.933/8"1181.600.028.80.00.00.00.016.70VCH-011/2"162.450.00.014.70.00.00.014.993/8"1161.000.016.00.00.00.00.09.281/2"162.530.00.015.20.00.00.015.483/8"1161.000.016.00.00.00.00.09.281/2"162.530.00.015.20.00.00.015.483/8"1161.000.016.00.00.00.00.09.281/2"162.450.00.014.70.00.00.014.993/8"1161.000.016.00.00.00.00.09.28
Vb-013/8"142.450.09.80.00.00.00.05.681/4"1260.6015.60.00.00.00.00.03.903/8"142.530.010.10.00.00.00.05.871/4"1260.6015.60.00.00.00.00.03.903/8"142.530.010.10.00.00.00.05.871/4"1260.6015.60.00.00.00.00.03.903/8"142.450.09.80.00.00.00.05.681/4"1260.6015.60.00.00.00.00.03.90VCH-011/2"460.400.00.09.60.00.00.09.793/8"451.000.020.00.00.00.00.011.60AULA 03 - 04VP-021/2"167.450.00.044.70.00.00.045.595/8"187.450.00.00.059.60.00.092.983/8"1462.000.092.00.00.00.00.053.361/2"167.450.00.044.70.00.00.045.595/8"187.450.00.00.059.60.00.092.983/8"1462.000.092.00.00.00.00.053.361/2"167.450.00.044.70.00.00.045.595/8"187.450.00.00.059.60.00.092.983/8"1462.000.092.00.00.00.00.053.36VP-021/2"167.450.00.044.70.00.00.045.595/8"197.450.00.00.067.10.00.0104.603/8"1462.000.092.00.00.00.00.053.361/2"167.450.00.044.70.00.00.045.595/8"197.450.00.00.067.10.00.0104.603/8"1462.000.092.00.00.00.00.053.36VS-011/2"122.450.00.04.90.00.00.05.005/8"162.450.00.00.014.70.00.022.933/8"1181.600.028.80.00.00.00.016.701/2"122.530.00.05.10.00.00.05.165/8"162.530.00.00.015.20.00.023.683/8"1181.600.028.80.00.00.00.016.701/2"122.530.00.05.10.00.00.05.165/8"162.530.00.00.015.20.00.023.683/8"1181.600.028.80.00.00.00.016.701/2"122.450.00.04.90.00.00.05.005/8"162.450.00.00.014.70.00.022.933/8"1181.600.028.80.00.00.00.016.701/2"122.450.00.04.90.00.00.05.005/8"162.450.00.00.014.70.00.022.933/8"1181.600.028.80.00.00.00.016.701/2"122.530.00.05.10.00.00.05.165/8"162.530.00.00.015.20.00.023.683/8"1181.600.028.80.00.00.00.016.701/2"122.530.00.05.10.00.00.05.165/8"162.530.00.00.015.20.00.023.683/8"1181.600.028.80.00.00.00.016.701/2"122.450.00.04.90.00.00.05.005/8"162.450.00.00.014.70.00.022.933/8"1181.600.028.80.00.00.00.016.70VCH-011/2"162.450.00.014.70.00.00.014.993/8"1161.000.016.00.00.00.00.09.281/2"162.530.00.015.20.00.00.015.483/8"1161.000.016.00.00.00.00.09.281/2"162.530.00.015.20.00.00.015.483/8"1161.000.016.00.00.00.00.09.281/2"162.450.00.014.70.00.00.014.993/8"1161.000.016.00.00.00.00.09.28
Vb-013/8"142.450.09.80.00.00.00.05.681/4"1260.6015.60.00.00.00.00.03.903/8"142.530.010.10.00.00.00.05.871/4"1260.6015.60.00.00.00.00.03.903/8"142.530.010.10.00.00.00.05.871/4"1260.6015.60.00.00.00.00.03.903/8"142.450.09.80.00.00.00.05.681/4"1260.6015.60.00.00.00.00.03.90VCH-011/2"460.400.00.09.60.00.00.09.793/8"451.000.020.00.00.00.00.011.60SALON USOS MULTIPLES SEGUNDO PISOVP-021/2"167.450.00.044.70.00.00.045.595/8"187.450.00.00.059.60.00.092.983/8"1462.000.092.00.00.00.00.053.361/2"167.450.00.044.70.00.00.045.595/8"187.450.00.00.059.60.00.092.983/8"1462.000.092.00.00.00.00.053.361/2"167.450.00.044.70.00.00.045.595/8"187.450.00.00.059.60.00.092.983/8"1462.000.092.00.00.00.00.053.36VP-021/2"167.450.00.044.70.00.00.045.595/8"197.450.00.00.067.10.00.0104.603/8"1462.000.092.00.00.00.00.053.361/2"167.450.00.044.70.00.00.045.595/8"197.450.00.00.067.10.00.0104.603/8"1462.000.092.00.00.00.00.053.36VS-011/2"122.450.00.04.90.00.00.05.005/8"162.450.00.00.014.70.00.022.933/8"1181.600.028.80.00.00.00.016.701/2"122.530.00.05.10.00.00.05.165/8"162.530.00.00.015.20.00.023.683/8"1181.600.028.80.00.00.00.016.701/2"122.530.00.05.10.00.00.05.165/8"162.530.00.00.015.20.00.023.683/8"1181.600.028.80.00.00.00.016.701/2"122.450.00.04.90.00.00.05.005/8"162.450.00.00.014.70.00.022.933/8"1181.600.028.80.00.00.00.016.701/2"122.450.00.04.90.00.00.05.005/8"162.450.00.00.014.70.00.022.933/8"1181.600.028.80.00.00.00.016.701/2"122.530.00.05.10.00.00.05.165/8"162.530.00.00.015.20.00.023.683/8"1181.600.028.80.00.00.00.016.701/2"122.530.00.05.10.00.00.05.165/8"162.530.00.00.015.20.00.023.683/8"1181.600.028.80.00.00.00.016.701/2"122.450.00.04.90.00.00.05.005/8"162.450.00.00.014.70.00.022.933/8"1181.600.028.80.00.00.00.016.70VCH-011/2"162.450.00.014.70.00.00.014.993/8"1161.000.016.00.00.00.00.09.281/2"162.530.00.015.20.00.00.015.483/8"1161.000.016.00.00.00.00.09.281/2"162.530.00.015.20.00.00.015.483/8"1161.000.016.00.00.00.00.09.281/2"162.450.00.014.70.00.00.014.993/8"1161.000.016.00.00.00.00.09.28
Vb-013/8"142.450.09.80.00.00.00.05.681/4"1260.6015.60.00.00.00.00.03.903/8"142.530.010.10.00.00.00.05.871/4"1260.6015.60.00.00.00.00.03.903/8"142.530.010.10.00.00.00.05.871/4"1260.6015.60.00.00.00.00.03.903/8"142.450.09.80.00.00.00.05.681/4"1260.6015.60.00.00.00.00.03.90OFICINAS ADMINISTRATIVAS SEGUNDO PISOVP-021/2"167.450.00.044.70.00.00.045.595/8"187.450.00.00.059.60.00.092.983/8"1462.000.092.00.00.00.00.053.361/2"167.450.00.044.70.00.00.045.595/8"187.450.00.00.059.60.00.092.983/8"1462.000.092.00.00.00.00.053.361/2"167.450.00.044.70.00.00.045.595/8"187.450.00.00.059.60.00.092.983/8"1462.000.092.00.00.00.00.053.36VP-021/2"167.450.00.044.70.00.00.045.595/8"197.450.00.00.067.10.00.0104.603/8"1462.000.092.00.00.00.00.053.361/2"167.450.00.044.70.00.00.045.595/8"197.450.00.00.067.10.00.0104.603/8"1462.000.092.00.00.00.00.053.36VS-011/2"122.450.00.04.90.00.00.05.005/8"162.450.00.00.014.70.00.022.933/8"1181.600.028.80.00.00.00.016.701/2"122.530.00.05.10.00.00.05.165/8"162.530.00.00.015.20.00.023.683/8"1181.600.028.80.00.00.00.016.701/2"122.530.00.05.10.00.00.05.165/8"162.530.00.00.015.20.00.023.683/8"1181.600.028.80.00.00.00.016.701/2"122.450.00.04.90.00.00.05.005/8"162.450.00.00.014.70.00.022.933/8"1181.600.028.80.00.00.00.016.701/2"122.450.00.04.90.00.00.05.005/8"162.450.00.00.014.70.00.022.933/8"1181.600.028.80.00.00.00.016.701/2"122.530.00.05.10.00.00.05.165/8"162.530.00.00.015.20.00.023.683/8"1181.600.028.80.00.00.00.016.701/2"122.530.00.05.10.00.00.05.165/8"162.530.00.00.015.20.00.023.683/8"1181.600.028.80.00.00.00.016.701/2"122.450.00.04.90.00.00.05.005/8"162.450.00.00.014.70.00.022.933/8"1181.600.028.80.00.00.00.016.70VCH-011/2"162.450.00.014.70.00.00.014.993/8"1161.000.016.00.00.00.00.09.281/2"162.530.00.015.20.00.00.015.483/8"1161.000.016.00.00.00.00.09.281/2"162.530.00.015.20.00.00.015.483/8"1161.000.016.00.00.00.00.09.281/2"162.450.00.014.70.00.00.014.993/8"1161.000.016.00.00.00.00.09.28
Vb-013/8"142.450.09.80.00.00.00.05.681/4"1260.6015.60.00.00.00.00.03.903/8"142.530.010.10.00.00.00.05.871/4"1260.6015.60.00.00.00.00.03.903/8"142.530.010.10.00.00.00.05.871/4"1260.6015.60.00.00.00.00.03.903/8"142.450.09.80.00.00.00.05.681/4"1260.6015.60.00.00.00.00.03.90CERCO PERIMETRICO
PARTE LATERAL 01 (VA-02)1/2"1416.470.00.065.90.00.00.067.20PARTE LATERAL 01 (VA-02)1/4"11000.8080.00.00.00.00.00.020.00PARTE LATERAL 02 (VA-02)1/2"1416.470.00.065.90.00.00.067.20PARTE LATERAL 02 (VA-02)1/4"11000.8080.00.00.00.00.00.020.00PARTE FONDO(VA-02)1/2"147.340.00.029.40.00.00.029.95PARTE FONDO(VA-02)1/4"1440.8035.20.00.00.00.00.08.80
02.03.05.04Acero Corrugado en Losa fy=4200 kg/cm2 GRADO 604,871.61BAO-DEPOSITO-COCINAVIGUETA1/2"1107.400.00.074.00.00.00.075.48VIGUETA1/2"1104.550.00.045.50.00.00.046.41VIGUETA1/2"1101.120.00.011.20.00.00.011.42VIGUETA1/2"1101.120.00.011.20.00.00.011.42TEMPERATURA1/4"1285.00140.00.00.00.00.00.035.00AULA 05 - 06VIGUETA1/2"1211.120.00.023.50.00.00.023.99VIGUETA1/2"12114.270.00.0299.70.00.00.0305.66VIGUETA1/2"1212.500.00.052.50.00.00.053.55VIGUETA1/2"1212.500.00.052.50.00.00.053.55VIGUETA1/2"1212.500.00.052.50.00.00.053.55VIGUETA1/2"1211.120.00.023.50.00.00.023.99TEMPERATURA1/4"1699.29641.00.00.00.00.00.0160.25AULA 07 - 08VIGUETA1/2"1211.120.00.023.50.00.00.023.99VIGUETA1/2"12114.270.00.0299.70.00.00.0305.66VIGUETA1/2"1212.500.00.052.50.00.00.053.55VIGUETA1/2"1212.500.00.052.50.00.00.053.55VIGUETA1/2"1212.500.00.052.50.00.00.053.55VIGUETA1/2"1211.120.00.023.50.00.00.023.99TEMPERATURA1/4"1699.29641.00.00.00.00.00.0160.25AULA 01 - 02 PRIMER PISOVIGUETA1/2"1231.120.00.025.80.00.00.026.28VIGUETA1/2"12313.490.00.0310.30.00.00.0316.48VIGUETA1/2"1232.500.00.057.50.00.00.058.65VIGUETA1/2"1232.500.00.057.50.00.00.058.65VIGUETA1/2"1232.500.00.057.50.00.00.058.65VIGUETA1/2"1231.120.00.025.80.00.00.026.28TEMPERATURA1/4"17110.50745.50.00.00.00.00.0186.38AULA 03 - 04 PRIMER PISOVIGUETA1/2"1231.120.00.025.80.00.00.026.28VIGUETA1/2"12313.490.00.0310.30.00.00.0316.48VIGUETA1/2"1232.500.00.057.50.00.00.058.65VIGUETA1/2"1232.500.00.057.50.00.00.058.65VIGUETA1/2"1232.500.00.057.50.00.00.058.65VIGUETA1/2"1231.120.00.025.80.00.00.026.28TEMPERATURA1/4"17110.50745.50.00.00.00.00.0186.38AREA DE ESCALERA Y DEPOSITOVIGUETA1/2"191.120.00.010.10.00.00.010.28VIGUETA1/2"192.300.00.020.70.00.00.021.11VIGUETA1/2"196.740.00.060.70.00.00.061.87VIGUETA1/2"192.830.00.025.50.00.00.025.98TEMPERATURA1/4"1254.73118.30.00.00.00.00.029.56VIGUETA1/2"163.310.00.019.90.00.00.020.26VIGUETA1/2"161.300.00.07.80.00.00.07.96VIGUETA1/2"161.300.00.07.80.00.00.07.96TEMPERATURA1/4"1124.7356.80.00.00.00.00.014.19VIGUETA1/2"161.710.00.010.30.00.00.010.47VIGUETA1/2"162.040.00.012.20.00.00.012.48TEMPERATURA1/4"1124.7356.80.00.00.00.00.014.19SUM SEGUNDO PISOVIGUETA1/2"1231.120.00.025.80.00.00.026.28VIGUETA1/2"12313.490.00.0310.30.00.00.0316.48VIGUETA1/2"1232.500.00.057.50.00.00.058.65VIGUETA1/2"1232.500.00.057.50.00.00.058.65VIGUETA1/2"1232.500.00.057.50.00.00.058.65VIGUETA1/2"1231.120.00.025.80.00.00.026.28TEMPERATURA1/4"17110.50745.50.00.00.00.00.0186.38OFICINAS SEGUNDO PISOVIGUETA1/2"1231.120.00.025.80.00.00.026.28VIGUETA1/2"12313.490.00.0310.30.00.00.0316.48VIGUETA1/2"1232.500.00.057.50.00.00.058.65VIGUETA1/2"1232.500.00.057.50.00.00.058.65VIGUETA1/2"1232.500.00.057.50.00.00.058.65VIGUETA1/2"1231.120.00.025.80.00.00.026.28TEMPERATURA1/4"17110.50745.50.00.00.00.00.0186.38ESCALERA - BAO SEGUNDO PISOVIGUETA1/2"194.540.00.040.90.00.00.041.68VIGUETA1/2"194.240.00.038.20.00.00.038.92TEMPERATURA1/4"1174.1570.60.00.00.00.00.017.64VIGUETA1/2"165.240.00.031.40.00.00.032.07VIGUETA1/2"165.540.00.033.20.00.00.033.90TEMPERATURA1/4"1213.2167.40.00.00.00.00.016.85
02.03.05.03Acero corrugado en Escalera Fy= 4200 KG/CM2 GRADO 60189.67Primer TramoACERO ESCALERA PRIMER TRAMO1/2"1281.220.00.034.20.00.00.034.84ACERO ESCALERA PRIMER TRAMO1/2"151.670.00.08.40.00.00.08.52ACERO ESCALERA PRIMER TRAMO1/2"152.020.00.010.10.00.00.010.30ACERO ESCALERA PRIMER TRAMO1/2"153.870.00.019.40.00.00.019.74ACERO ESCALERA PRIMER TRAMO1/2"152.040.00.010.20.00.00.010.40ACERO ESCALERA PRIMER TRAMO1/2"151.820.00.09.10.00.00.09.28segundo TramoACERO ESCALERA SEGUNDO TRAMO1/2"1321.220.00.039.00.00.00.039.82ACERO ESCALERA SEGUNDO TRAMO1/2"151.850.00.09.30.00.00.09.44ACERO ESCALERA SEGUNDO TRAMO1/2"152.180.00.010.90.00.00.011.12ACERO ESCALERA SEGUNDO TRAMO1/2"155.290.00.026.50.00.00.026.98ACERO ESCALERA SEGUNDO TRAMO1/2"151.810.00.09.10.00.00.09.23
PIP: "MEJORAMIENTO DE LOS SERVICIOS DE LA GOBERNACION DISTRITAL DE PAMPACHIRI PROVINCIA DE ANDAHUAYLAS, APURIMAC"CONSULTOR: ING. DIEGO ARMANDO QUISPE ORTEGA
PERGOLAHOJA DE METRADOS
OBRASANTA ROSACLIENTE0UBICACIN0
05.00.00BANCAS05.06.00ARMADO DE BANCAS SEGN DISEO (TIPO HUARAZ)DescripcinUndElem.Fact. FigLaAreaTotalTotal en la PlazaUnd76.0076.00
Total 76.00
05.07.00COLOCACION DE BANCAS TIPO HUARAZDescripcinUndElem.Fact. FigLaAreaTotal
Pasaje de Servicio 1und4.004.00Pasaje de Servicio 2und4.004.00Pasaje de Servicio 3und4.004.00Pasaje de Servicio 4und4.004.00Pasaje de Circulacion Aund12.0012.00Pasaje de Circulacion Bund12.0012.00Calle Romulo Cuneound4.004.00Calle Diego Caquiund4.004.00Calle Jos Pizarround4.004.00Pergola Tipo I Esquina Toribio Ara con Romulo Cuneound4.004.00Pergola Tipo I Esquina Toribio Ara con Diego Caquiund4.004.00Pergola Tipo I Esquina Jos Pzarro con Romulo Cuneound4.004.00Pergola Tipo I Esquina Jos Pizarro con Diego Caquiund4.004.00Pasaje Secundario Aund4.004.00Pasaje Secundario Bund4.004.00
Total 76.00
06.00.00PERGOLAS PERGOLAS TIPO II
FIGURA 1
FIGURA 2
06.01.00CONCRETO 1:10 + 30% PGDescripcinUndTIPOSN ELELahParcialTotalFIGURA 155.08ENTRE LA CALLE DIEGO CAQUI - JOSE TORIBIO ARAM3180.900.901.006.48ENTRE LA CALLE DIEGO CAQUI - JOSE PIZARROM3180.900.901.006.48ENTRE LA CALLE ROMULO CUNEO - JOSE PIZARROM3180.900.901.006.48ENTRE LA CALLE ROMULO CUNEO - JOSE TORIBIO A.M3180.900.901.006.48FIGURA 2PASAJE DE CIRCULACION "A"M3360.900.901.0014.58PASAJE DE CIRCULACION "B"M3360.900.901.0014.58
CORTE A-A06.02.00Pergola - Columna: Concreto f'c=175 kg/cm2 TOTAL =15.82DescripcinUndConj.N ColumLPromedioParcialTotalahPERGOLA TIPO 02FIGURA 14.14CORTE A - Am363.002.600.380.183.07CORTE B - Bm363.001.900.180.130.75CORTE C - Cm363.000.680.150.100.18CORTE D - Dm363.000.700.150.0750.14FIGURA 24.33CORTE A - Am363.002.600.380.183.07CORTE B - Bm362.002.550.180.130.67m362.001.800.180.130.47CORTE C - Cm362.000.680.150.100.12
DescripcinUndConj.N ColumLPromedioParcialTotalahPERGOLA TIPO 01 (ESQUINERAS)FIGURA 17.35CORTE A - Am348.002.600.380.185.46CORTE B - Bm348.001.900.180.131.33CORTE C - Cm348.000.680.150.100.32CORTE D - Dm348.000.700.150.0750.24
06.03.00Pergola - Columna: Encofrado y Desencofrado Caravista310.45DescripcinUndConj.N ElemPromedioLParcialTotalTapasaPERGOLA TIPO 02FIGURA 182.21CORTE A - Am263.002.000.382.6035.10Tapas del costadom263.002.000.182.6016.38CORTE B - Bm263.002.000.181.9011.97m263.001.000.131.904.28Encofrado arriba y debajo de las vigasm263.001.000.131.503.38CORTE C - Cm263.002.000.150.603.13m263.001.000.100.601.08m263.001.000.100.500.90CORTE D - Dm263.002.000.150.703.65m263.001.000.100.701.26m263.001.000.100.601.08FIGURA 282.09CORTE A - Am263.002.000.382.6035.10Tapas del costadom263.002.000.182.6016.38CORTE B - Bm262.002.000.182.5510.71Diferentes longitudesm262.001.000.132.553.83Encofrado arriba y debajo de las vigasm262.002.000.181.807.56m262.001.000.131.802.70m262.001.0000.131.602.40CORTE C - Cm262.002.000.150.602.09m262.001.000.100.600.72m262.001.000.100.500.60
PERGOLA TIPO 01FIGURA 1146.15CORTE A - Am248.002.000.382.6062.40Tapas del costadom248.002.000.182.6029.12CORTE B - Bm248.002.000.181.9021.28m248.001.000.131.907.60Encofrado arriba y debajo de las vigasm248.001.000.131.506.00CORTE C - Cm248.002.000.150.605.57m248.001.000.100.601.92m248.001.000.100.501.60CORTE D - Dm248.002.000.150.706.50m248.001.000.100.702.24m248.001.000.100.601.92
06.04.00Pergola Columna: Acero Fy = 4200 Kg/cm2Kg2,666.69
DescripcionDiseo N de N de Long.Longitud (m) por Pesodelelemtos.piezas xPor1/4"3/8"1/2" fierroiguales elemento pieza0.250.561.01kg
1 2 3 41.001/2"3225.400.000.00345.60349.0562.001/2"3224.750.000.00304.00307.0403/8"3224.400.00281.600.00157.69653.003/8"3242.600.00332.800.00186.3684.003/8"3240.800.00102.400.0057.3445.003/8"3241.100.00140.800.0078.8480.000.000.000.0estribosA-A1/4"32221.25880.000.000.00220.000B-B1/4"32150.70336.000.000.0084.000C-C1/4"3250.6096.000.000.0024.000D-D1/4"3230.6057.600.000.0014.4000.000.000.000.00.000.000.000.00.000.000.000.00.000.000.000.00.000.000.000.00.000.000.000.00.000.000.000.0
1 211/2"643.600.000.0086.4087.26421/2"643.800.000.0091.2092.11231/2"641.100.000.0026.4026.664 3 441/2"641.000.000.0024.0024.2400.000.000.000.00.000.000.000.051/2"646.700.000.00160.80162.4085 6 761/2"642.500.000.0060.0060.60071/2"664.500.000.00162.00163.6200.000.000.000.081/2"644.800.000.00115.20116.3528 991/2"645.400.000.00129.60130.8960.000.000.000.00.000.000.000.00.000.000.000.0ESTRIBOSBB1/4"6300.70126.000.000.0031.5001/4"6400.70168.000.000.0042.000CC1/4"6120.6043.200.000.0010.800AA1/4"6601.25450.000.000.00112.500
06.05.00PERGOLAS TIPO I METAL
DescripcinUndEleNPromedioParcialTotalhLPergolas Tipo I4.00Esquina Diego Caquie - Calle Toribio AraUnd22.00Esquina Diego Caquie - Calle PizarroUnd22.00
06.06.00PERGOLAS TIPO II METAL
DescripcinUndEleNPromedioParcialTotalhLPergolas Tipo II6.00Pasaje de Servicio 2 - Pasaje secundario BUnd11.00Pasaje Secundario B - Pasaje de Servicio 03Und11.00Pasaje de Servicio 3 - Plazoleta de Acceso SecundarioUnd11.00Pasaje de Servicio 01 - Pasaje secundario AUnd11.00Pasaje Secundario A - Pasaje de Servicio 04Und11.00Pasaje de Servicio 04 - Plazoleta de Acceso SecundarioUnd11.00
06.09.00EXCAVACION DE ZANJA CIIMIENTO EN PERGOLA60.59DescripcinUndTIPOSN ELELahParcialTotalPERGOLA TIPO 02FIGURA 1m3630.900.901.1016.0432.08FIGURA 2m3630.900.901.1016.04PERGOLA TIPO 01FIGURA 1m3480.900.901.1028.5128.51
06.10.00ELIMINACION DE MATERIAL EXCEDENTE CARG. 125HP / VOLQUETESDescripcinUndTIPOSN ELELa%ParcialTotalVOLUMEN TOTAL EXCAVADOm3Volumen Total =60.591.2575.7475.74
06.11.00PERGOLA COLUMNA: SOLADO CONCRETO 1:12 C:H E = 0.10mDescripcinUndTIPOSN ELELahParcialTotalFIGURA 155.08ENTRE LA CALLE DIEGO CAQUI - JOSE TORIBIO ARAM3180.900.906.48ENTRE LA CALLE DIEGO CAQUI - JOSE PIZARROM3180.900.906.48ENTRE LA CALLE ROMULO CUNEO - JOSE PIZARROM3180.900.906.48ENTRE LA CALLE ROMULO CUNEO - JOSE TORIBIO A.M3180.900.906.48FIGURA 2PASAJE DE CIRCULACION "A"M3360.900.9014.58PASAJE DE CIRCULACION "B"M3360.900.9014.58
06.12.00Pergola Columna: Pintura Esmalte286.93DescripcinUndConj.N ElemPromedioLParcialTotalTapasaPERGOLA TIPO 02FIGURA 176.85CORTE A - Am263.002.000.382.6035.10Tapas del costadom263.002.000.182.6016.38CORTE B - Bm263.002.000.181.9011.97m263.001.000.131.904.28CORTE C - Cm263.002.000.150.603.13m263.001.000.100.601.08CORTE D - Dm263.002.000.150.703.65m263.001.000.100.701.26FIGURA 271.53CORTE A - Am263.002.000.382.6035.10Tapas del costadom263.002.000.182.6016.38CORTE B - Bm262.002.000.182.5510.71Diferentes longitudesm262.001.000.132.553.83m262.001.000.131.802.70CORTE C - Cm262.002.000.150.602.09m262.001.000.100.600.72
PERGOLA TIPO 01FIGURA 1138.55CORTE A - Am248.002.000.382.6062.40Tapas del costadom248.002.000.182.6029.12CORTE B - Bm248.002.000.181.9021.28m248.001.000.131.907.60CORTE C - Cm248.002.000.150.605.57m248.001.000.100.601.92m248.001.000.100.601.92CORTE D - Dm248.002.000.150.706.50m248.001.000.100.702.24
DESAG. EXTEPLANILLA DE NETRADOS
OBRASANTA ROSACLIENTE0.00FECHA0.00
13.00.00RED DE DESAGUE EN EXTERIORES13.01.00OBRAS PRELIMINARES13.01.01TRAZO Y REPLANTEODescripcinUndElem.Fact. FigLaParcialTotal169.00Calle Diego CaquiM52.0052.00Calle Jose Pizarro (Buzon 1 a 2)M58.8058.80Calle Jose Pizarro (Buzon 2 a Existente)M58.2058.20
13.01.02DEMOLICION DE PAVIMENTO ASFALTICODescripcinUndElem.Fact. FigLaAreaTotal118.30Calle Diego CaquiM252.000.7036.40Calle Jose Pizarro (Buzon 1 a 2)M258.800.7041.16Calle Jose Pizarro (Buzon 2 a Existente)M258.200.7040.74
13.02.00MOVIMIENTO DE TIERRAS13.02.02EXCAVACION PARA BUZONESDescripcinUndElem.Fact. Figr=0.75hVolTotal6.36Buzon Caqui - PizarroM33.140.561.803.18Buzon Calle PizarroM33.140.561.803.18
6.36
13.02.03REFINE NIVELACION DE ZANJA a = 0.70 mt.DescripcinUndElem.Fact. FigLaParcialTotalCalle Diego CaquiM52.0052.00169.00Calle Jose Pizarro (Buzon 1 a 2)M58.8058.80Calle Jose Pizarro (Buzon 2 a Existente)M58.2058.20
13.02.05RELLENO Y COMPACTADO DE ZANJADescripcinUndElem.aLhVolTotal141.96Calle Caquim30.7052.001.2043.68Calle Jose Pizarro (Buzon 1 a 2)m30.7058.801.2049.39Calle Jose Pizarro (Buzon 2 a Existente)m30.7058.201.2048.89
110.2013.02.06ELIMINACION DE MATERIAL EXCEDENTEDescripcinUndVolANCHOALTOPARCIAL COEFTotal
Total Excavadom3169.000.701.60189.281.25236.60Tota de Rellenom3-169.000.701.20-141.961.25-177.45
TOTAL ELIMINADO59.15
13.02.07EXCAVACION DE ZANJA H=1.60 C/RETROEXCAVADORADescripcinUndElem.aLhVolTotal169.00Calle Caquim52.0052.00Calle Jose Pizarro (Buzon 1 a 2)m58.8058.80Calle Jose Pizarro (Buzon 2 a Existente)m58.2058.20
13.02.08COLOCACION DE CAMA e = 0.10 mtDescripcinUndElem.Fact. FigLaAreaTotal169.00Calle Diego Caquim52.0052.00Calle Jose Pizarro (Buzon 1 a 2)m58.8058.80Calle Jose Pizarro (Buzon 2 a Existente)m58.2058.20
13.02.09COLOCACION DE SOBRECAMA e = 0.30 mt COMPDescripcinUndElem.Fact. FigLaAreaTotal169.00Calle Diego CaquiM52.0052.00Calle Jose Pizarro (Buzon 1 a 2)M58.8058.80Calle Jose Pizarro (Buzon 2 a Existente)M58.2058.20
13.03.00SUMINISTRO E INSTALACION DE TUBERIAS13.03.02SUM. E INST DE TUBERIA DE PVC P/DESAGUE 8" C/ANILLODescripcinUndElem.Fact. FigLaParcialTotal169.00Calle Diego CaquiM52.0052.00Calle Jose Pizarro (Buzon 1 a 2)M58.8058.80Calle Jose Pizarro (Buzon 2 a Existente)M58.2058.20
13.04.00PRUEBA HIDRAULICA PARA TUBERIA13.04.01PRUEBA A ZANJA TAPADA P/TUBERIA DEASAGUE 8"DescripcinUndElem.Fact. FigLaParcialTotal163.00Calle Diego CaquiM52.0052.00Calle Jose PizarroM111.00111.00
13.05.00PRUEBA HIDRAULICA PARA TUBERIA13.05.01BUZON TIPO I TERR. GRAVO. CONGLOM. HASTA 1.50 MtDescripcinUndElem.Fact. FigLaParcialTotal2.00Calle Diego Caqui - Calle Pizarround1.001.00Calle Jose Pizarround1.001.00
inst. elec.PLANILLA DE METRADOS
OBRASANTA ROSACLIENTE0UBICACIN0
17.00.00INSTALACIONES ELECTRICAS17.13.00SUM. E INT. PUESTA A TIERRADescripcinUndEleTipoLahParcialTotal1.00EN JARDIN " E "PTO1.001.00
18.00.00MEJORAMIENTO DE INSTALACIONES ELECTRICAS18.01.00DESMONTAJE18.01.01DESMONTAJE DE CONDUCTORES WP 10mm2DescripcinUndEleTipoLahParcialTotal450Desmonatje en el interior de la Plazam450.00450.00
18.01.02RETIRO DE PORTALINEAS Y ACCESORIOS BTDescripcinUndEleTipoLahParcialTotal8.00Desmonatje en el interior de la Plaza Nuemro de postes 8mtJGO88.00
18.01.03DESMONTAJE DE EQUIPOS DE ALUMBRADO PUBLICO (SIAR)DescripcinUndEleTipoLahParcialTotal16.00desmontaje de de equipos JGO1616.00
18.01.04DESMONTAJE DE POSTES DE C.A.C. DE 8mDescripcinUndEleTipoLahParcialTotal8Total de postesUnd88.00
18.01.05TRASLADO DE POSTES DE C.A.C. DE 8m AL ALMACENDescripcinUndEleTipoLahParcialTotal8Total de postesUnd88.00
18.02.00MONTAJE18.02.01TRAZO Y REPLANTEODescripcinUndEleTipoLahParcialTotal436.57Total trazadom436.57436.57
18.02.02EXCAVACION DE ZANJA TERRENO NORMAL 0.30 x 0.50mtDescripcinUndTipo N ElemLaHParcialTotal
65.49Total Excavado en el Interior de la PlazaM3436.570.300.5065.49
18.02.03BUZON DE CONCRETO 0.80x0.80x1.00 mt
DescripcinUndNLahParcialTotal
Calle Jos Ramn Pizarro Buzon de 0.80x0.80x1.00Und2.002.002.00
18.02.04BUZON DE CONCRETO 0.60x0.60x0.80 mt
DescripcinUndNLahParcialTotal
Calle Jos Ramn Pizarro Buzon de 0.60x0.60x0.80Und1.001.004.00Calle Cuneo Jardin F 0.60x0.60x0.80Und1.001.00Calle Cuneo Jardin H 0.60x0.60x0.80Und1.001.00Calle Caqui Jardin H 0.60x0.60x0.80Und1.001.00
18.02.05ROTURA Y REPOSICION DE ASFALTODescripcinUndTipoNLahParcialTotal
Calle Cuneom210.000.707.0014.98Calle Pizarrom211.400.707.98
18.02.06EXCAVACION DE ZANJADescripcinUndTipoNLahParcialTotal
Calle Cuneo Cruzada de Viam310.000.701.057.3518.8018.8Calle Pizarro Cruzada de Viam311.400.701.058.38Buzn de Concreto 0.80 X 0.80 X 1.00 mtm32.000.880.881.001.55Buzn de Concreto 0.60 X 0.60 X 0.80 mtm34.000.690.690.801.52
18.02.07INSTALACION DE CRUZADAS DE 2 VIASDescripcinUndTipoNLahParcialTotal
Calle CuneoML10.0010.0021.40Calle PizarroML11.4011.40
18.02.08INSTALACION DE RED SUBTERRANEA SEGN DETALLE INC. RELLENODescripcinUndTipoNLahParcialTotal
PLAZA LA BANDERAGLB1.001.001.00
18.02.09INSTALACION DE EMPALME SUBTERRANEO UNIPOLARDescripcinUndTipoNLahParcialTotal
20.00Total Und20.0020.00
18.02.10IZADO DE POSTES POSTES DE C.A.C. 8/200 P/ALUMBRADODescripcinUndTipoNLahParcialTotal
Calle PizarroUnd33.007.00Calle Cuneo (Kolping)Und22.00Cerca al Mercado Para ChicoUnd11.00Ca. Toribio AraUnd11.00
18.02.11SUM. E INST. POSTES DE C.A.C 12/200 P/ALUMBRADODescripcinUndNLahParcialTotal
Jardineras (Calle Diego Caqui)4.00Jardinera CUnd11.00Jardinera HUnd11.00Jardineras (Calle Romulo Cuneo)Jardinera CUnd11.00Jardinera HUnd11.00
18.02.12SUM. E INST. POSTES DE C.A.C 9/200 P/ALUMBRADODescripcinUndNLahParcialTotal
Jardineras (Calle Diego Caqui)8.00Jardinera AUnd11.00Jardinera BUnd11.00Jardinera GUnd11.00Jardinera HUnd11.00Jardineras (Calle Romulo Cuneo)Jardinera AUnd11.00Jardinera BUnd11.00Jardinera CUnd11.00Jardinera GUnd11.00
18.02.13INSTALACION DE EMPALME SUBTERRANEO UNIPOLARDescripcinUndTipoNLahParcialTotal
8.00Total CJT8.008.00
18.02.14INSTALACION DE LUMINARIA C/EQUIPO Y LAMPARADescripcinUndTipoNLahParcialTotal
32.00LUMINARIA VAOR DE SODIO DE 70 WCJT16.0016.00REFLECTOR DE ALOGENURO METALICOCJT16.0016.00
18.02.15INST. DE CONDUCTOR AUTOPORTANTE CU 3x35mm +N25 DescripcinUnd% EspCantidadLahParcialTotal
Distancia total169.16Sub Estacion- Calle Romulo Cuneom96.0196.01Calle Pizarrom73.1573.15
18.02.16INSTALACION COMPLEMANTARIA Y PRUEBASDescripcinUndTipoNLahParcialTotal
1.00GLOBALGLB1.001.00
18.02.17ELIMINACION DE MATERIAL CARG. 125 HP / VOLQUETESDescripcinUnd% EspCantidadLahParcialTotal
Total excavadom31.218.8022.5639.24Total de zanjam31.2436.570.300.5078.58Relleno de zanjam31.2-436.570.300.40-62.87Rotura de pavimentom31.3area =14.980.050.97
