10.PLANILLA_DE_ESTRUCTURAS(2222333)[1]

MET. ESTRUCTURA-1

PLANILLA DE METRADO ESTRUCTURA

PROYECTO: CONSTRUCCION DE MODULO DE MEDICINA HOSPITALIZACION DEL HOSPITAL III CHIMBOTE PROPIETARIO : ESSALUD HOSPITAL III CHIMBOTE FECHA: MAYO 201201.00.00MOVIMIENTO DE TIERRAS01.01.00EXCAVACIONES01.01.01EXCAVACION PARA ZAPATASUnidad :M2DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)ParcialZ-0127.001.001.401.401.5079.38Z-0215.001.001.201.201.5032.40Z-0311.001.001.402.601.5060.06Z-041.001.002.901.401.506.09Z-052.001.002.101.251.507.88Z-061.001.003.051.251.505.72Z-072.001.001.501.101.504.95Z-081.001.002.002.001.506.00Z-092.001.001.601.301.506.24Z-101.001.002.001.651.504.95Z-111.001.007.652.301.5026.39Metrado Total (M2)240.06

DINTELESUnidad :M3DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)Parcial

1.001.001.830.600.000.001.001.000.830.501.000.42

1.001.002.200.501.001.101.001.003.960.501.001.98

1.001.001.500.501.000.751.001.003.240.501.001.62

1.001.000.680.501.000.341.001.000.750.601.000.451.001.002.460.501.001.23

1.001.001.760.501.000.881.001.000.430.501.000.221.001.000.400.251.000.101.001.002.150.601.001.29

1.001.000.900.251.000.231.001.001.380.251.000.351.001.000.080.501.000.04

1.001.002.500.251.000.631.001.001.350.251.000.341.001.001.350.501.000.68

1.001.001.350.251.000.341.001.001.930.251.000.481.001.001.050.501.000.53

1.001.001.350.251.000.34

1.001.001.550.251.000.391.001.001.930.251.000.481.001.001.050.251.000.26

1.001.003.430.251.000.861.001.000.700.501.000.35

1.001.001.350.251.000.341.001.002.550.501.001.28

1.001.004.380.501.002.191.001.001.380.251.000.35

4-41.001.000.420.251.000.114'-4'1.001.001.350.251.000.34S/N 101-11.001.002.130.501.001.074-41.001.001.880.251.000.474-4A1.001.000.250.251.000.06SS.HH2-21.001.000.300.501.000.15OFICINA MEDICA5-51.001.001.170.501.000.594-41.001.001.200.251.000.30S/N 112-21.001.001.200.501.000.60HABITACION 04 CAMAS2-21.001.002.600.501.001.303-31.001.001.750.501.000.885-51.001.001.750.501.000.88AREA DE CAMILLA3-31.001.001.200.501.000.606-61.001.002.600.601.001.56SSHH6-61.001.002.130.601.001.282-21.002.001.200.501.001.203-31.001.000.550.501.000.28HABITACION 04 CAMAS3-31.001.001.750.501.000.882-21.001.003.250.501.001.63HABITACION 04 CAMAS3-31.001.001.750.501.000.882-21.001.003.10.501.001.55ROPA SUCIA3-31.001.001.230.501.000.627-71.001.001.400.651.000.91SSHH3-31.001.000.500.501.000.252-21.001.001.270.501.000.64CUARTO SPTICO1-11.001.001.250.501.000.637-71.001.000.720.651.000.47RESIDUOS4'-4'1.001.000.500.251.000.132-21.001.000.430.501.000.22

RAMPA8-81.001.007.550.500.602.27

Metrado Total (M3)43.46

01.02.00RELLENO COMPACTADO CON MATERIAL PROPIO C/EQUIPO Unidad :M3DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)ParcialExcavacion para cimientos corridosSala de estarcorte1-11.001.001.870.250.600.283-31.001.000.480.250.600.074-41.001.002.250.250.100.06

Pasadizo4-41.001.000.950.250.100.025-51.001.001.870.250.600.28S/N 1

5-51.001.004.100.250.600.623-31.001.001.760.250.600.26

Habitacin 04 camas3-31.001.004.440.250.600.672-21.001.002.560.250.600.38S/N 22-21.001.002.200.250.600.333-31.001.003.960.250.600.59Estacin de enfermera3-31.001.000.930.250.600.144-41.001.004.650.250.100.12TRABAJO SUCIO2-21.001.001.380.250.600.21SSHH2-21.001.000.750.250.600.11TRABAJO LIMPIO3-31.001.000.830.250.600.12Topico 12-21.001.002.200.250.600.333-31.001.003.960.250.600.59Habiotacin doble2-21.001.001.500.250.600.233-31.001.003.240.250.600.49Servicios higinicos y limpieza2-21.001.000.680.250.600.103-31.001.002.460.250.600.37Sala de vacos y SS.HH V.P1-11.001.001.760.250.600.262-21.001.000.430.250.600.064-4 1.001.000.400.250.100.01S/N 34-41.001.000.900.250.100.024'-4'1.001.001.380.250.100.033-31.001.000.080.250.600.01S/N 45'-5'1.001.002.500.250.100.064-41.001.001.350.250.100.033-31.001.001.350.250.600.20S/N 55'-5'1.001.001.350.250.100.034-41.001.001.930.250.100.053-31.001.001.050.250.600.16S/N 64-41.001.001.350.250.100.03Pasadizo3-31.001.001.550.250.600.234-41.001.001.930.250.100.054-4 A1.001.001.050.250.100.03S/N 74-41.001.003.430.250.100.093-31.001.000.700.250.600.11S/N 84-41.001.001.350.250.100.033-31.001.002.550.250.600.38Pasadizo3-31.001.004.380.250.600.664-41.001.001.380.250.100.03S/N 94-41.001.000.420.250.100.014'-4'1.001.001.350.250.100.03S/N 101-11.001.002.130.250.600.324-41.001.001.880.250.100.054-4A1.001.000.250.250.100.01SS.HH2-21.001.000.300.250.600.05OFICINA MEDICA5-51.001.001.170.250.600.184-41.001.001.200.250.100.03S/N 112-21.001.001.200.250.600.18HABITACION 04 CAMAS2-21.001.002.600.250.600.393-31.001.001.750.250.600.265-51.001.001.750.250.600.26AREA DE CAMILLA3-31.001.001.200.250.600.18SSHH2-21.002.001.200.250.600.363-31.001.000.550.250.600.08HABITACION 04 CAMAS3-31.001.001.750.250.600.262-21.001.003.250.250.600.49HABITACION 04 CAMAS3-31.001.001.750.250.600.262-21.001.003.10.250.600.47ROPA SUCIA3-31.001.001.230.250.600.18SSHH3-31.001.000.500.250.600.082-21.001.001.270.250.600.19CUARTO SPTICO1-11.001.001.250.250.600.19RESIDUOS4'-4'1.001.000.500.250.100.012-21.001.000.430.250.600.06

Metrado Total (M3)Desp. 35%18.26

01.03.00NIVELACION INTERIOR Y APISONADOUnidad :M2DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)Parcial11430.82430.82Metrado Total (M2)430.82

01.04.00ELIMINACION DE MATERIAL EXCEDENTEUnidad :M3DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)ParcialExcavacion zapatas240.06cimientos43.46283.51975relleno18.26

Metrado Total (M3)325.8702.00.00CONCRETO SIMPLE02.01.00SUB ZAPATAS O FALSA ZAPATA 1:10 +30%PG (E=0.30)Unidad :M3DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)ParcialZ-0127.001.001.401.400.3015.88Z-0215.001.001.201.200.306.48Z-0311.001.001.402.600.3012.01Z-041.001.002.901.400.301.22Z-052.001.002.101.250.301.58Z-061.001.003.051.250.301.14Z-072.001.001.501.100.300.99Z-081.001.002.002.000.301.20Z-092.001.001.601.300.301.25Z-101.001.002.001.650.300.99Z-111.001.007.652.300.305.28Metrado Total (M3)48.01

02.02.00CIMIENTOS CORRIDOS C:H 1:10 +30% PGUnidad :M3DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)ParcialSala de estarcorte1-11.001.001.870.500.300.283-31.001.000.480.500.300.074-41.001.002.250.250.300.17

Pasadizo4-41.001.000.950.250.300.075-51.001.001.870.500.300.28S/N 1

5-51.001.004.100.500.300.623-31.001.001.760.500.300.26

Habitacin 04 camas3-31.001.004.440.500.300.672-21.001.002.560.500.300.38

S/N 22-21.001.002.200.500.300.333-31.001.003.960.500.300.59

Estacin de enfermera3-31.001.000.930.500.300.144-41.001.004.650.250.300.35TRABAJO SUCIO2-21.001.001.380.500.300.216-61.001.004.050.600.902.19SSHH2-21.001.000.750.500.300.116-61.001.001.580.600.900.856'-6'1.001.001.350.600.900.73TRABAJO LIMPIO6'-6'1.001.001.830.600.900.993-31.001.000.830.500.300.12Topico 12-21.001.002.200.500.300.333-31.001.003.960.500.300.59Habiotacin doble2-21.001.001.500.500.300.233-31.001.003.240.500.300.49Servicios higinicos y limpieza2-21.001.000.680.500.300.106-6 divisin1.001.000.750.600.900.412.001.000.480.600.600.353-31.001.002.460.500.300.37Sala de vacos y SS.HH V.P1-11.001.001.760.500.300.262-21.001.000.430.500.300.064-4 1.001.000.400.250.300.036-6 divisin1.001.002.150.600.901.16

S/N 34-41.001.000.900.250.300.074'-4'1.001.001.380.250.300.103-31.001.000.080.500.300.01S/N 45'-5'1.001.002.500.250.300.194-41.001.001.350.250.300.103-31.001.001.350.500.300.20S/N 55'-5'1.001.001.350.250.300.104-41.001.001.930.250.300.143-31.001.001.050.500.300.16S/N 64-41.001.001.350.250.300.10Pasadizo3-31.001.001.550.250.300.124-41.001.001.930.250.300.144-4 A1.001.001.050.250.300.08S/N 74-41.001.003.430.250.300.263-31.001.000.700.500.300.11S/N 84-41.001.001.350.250.300.103-31.001.002.550.500.300.38Pasadizo3-31.001.004.380.500.300.664-41.001.001.380.250.300.10S/N 94-41.001.000.420.250.300.034'-4'1.001.001.350.250.300.10S/N 101-11.001.002.130.500.300.324-41.001.001.880.250.300.144-4A1.001.000.250.250.300.02SS.HH2-21.001.000.300.500.300.05OFICINA MEDICA5-51.001.001.170.500.300.184-41.001.001.200.250.300.09S/N 112-21.001.001.200.500.300.18HABITACION 04 CAMAS2-21.001.002.600.500.300.393-31.001.001.750.500.300.265-51.001.001.750.500.300.26AREA DE CAMILLA3-31.001.001.200.500.300.186-61.001.002.600.600.901.402.001.000.480.600.600.35SSHH6-61.001.002.130.600.901.152-21.002.001.200.500.300.363-31.001.000.550.501.000.28HABITACION 04 CAMAS3-31.001.001.750.500.300.262-21.001.003.250.500.300.49HABITACION 04 CAMAS3-31.001.001.750.500.300.262-21.001.003.10.500.300.47ROPA SUCIA3-31.001.001.230.500.300.187-71.001.001.400.650.900.822.001.000.470.650.600.37SSHH3-31.001.000.500.500.300.082-21.001.001.270.500.300.19CUARTO SPTICO1-11.001.001.250.500.300.197-71.001.000.720.650.900.421.001.000.480.650.600.191.001.000.950.650.600.37RESIDUOS4'-4'1.001.000.500.250.300.042-21.001.000.430.500.300.06

RAMPA8'-8'1.001.007.550.500.501.89


02.04.00FALSO PISO MEZCLA C:H 1:8 E= 0.10MUnidad :M2DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)ParcialEntre ejes 1 - 2 y A - CSala de vacos+SSHH P.V114.752.2510.69Entre ejes 2 - 2' y A - CSS.HH112.631.704.47Area de limpieza112.001.703.40Entre ejes 2' - 5 y A - CHabitacin doble114.754.0519.24Entre ejes 5 - 6 y A - CTpico114.753.3515.91Entre ejes 6-8' y A-CTrab Sucio111.582.103.32SS.HH D111.581.201.90Trab Limpio111.582.053.24Estacin enfermera115.652.5014.13Entre ejes 8'-10 y A - Crepostero114.753.2015.20Entre ejes 10-13 y A - CHabitacin 04 camas114.756.2529.69Entre ejes 13-14 y A - CSS.HH Y ropa limpia114.751.758.31Entre ejes 15-16 y A - CPasadizo115.172.7013.96Entre ejes 16-18 y A - CSala de estar114.202.8311.89SS.HH Varones111.702.193.72SS.HH Damas111.701.863.16Entre ejes 1 - 17 y C - DPasadizo112.5036.1090.25Entre ejes 6-8' y C - D112.505.6514.13Entre ejes 8'-10 y C - D112.503.358.38Entre ejes 10-12 y C - DPasadizo112.503.889.70Entre ejes 1-2 y D - FCuarto sptico112.332.155.01Residuos112.102.154.52Entre ejes 2-3 y D - FRopa sucia112.432.355.71SS.HH112.102.354.94Entre ejes 3-6 y D - FHabitacion 4 camas114.687.0032.76Entre ejes 6-9 y D - FHabitacion 4 camas114.687.0032.76Entre ejes 9-11 y D - Frea de camilla112.183.557.74SS.HH 112.351.704.00SS.HH112.351.704.00Entre ejes 11-14 y D - FHabitacin 02 camas114.687.0032.76Entre ejes 15-16 y D - FOficina mdica 1114.682.7012.64Oficina mdica 2113.432.057.03Entre ejes 16-17 y D - FSS.HH111.201.922.30RAMPA112.432.706.56Metrado Total (M2)447.4203.00.00CONCRETO ARMADO03.01.00ZAPATAS03.01.01CONCRETO F'C=210 KG/CM2 PARA ZAPATASUnidad :M3DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)ParcialZ-0127.001.001.401.400.5026.46Z-0215.001.001.201.200.5010.80Z-0311.001.001.402.600.5020.02Z-041.001.002.901.400.502.03Z-052.001.002.101.250.502.63Z-061.001.003.051.250.501.91Z-072.001.001.501.100.501.65Z-081.001.002.002.000.502.00Z-092.001.001.601.300.502.08Z-101.001.002.001.650.501.65Z-111.001.007.652.300.508.80Metrado Total (M3)80.02

03.01.02ACERO FY=4200 KG/CM2 PARA REFUERZOSUnidad :KGDESCRIPCIONN VecesN ElementLong (m)MLKgParcialZ-01largo27.006.001.403/4226.802.26512.57ancho27.006.001.403/4226.802.26512.57Z-02largo15.005.001.205/890.001.60144.00ancho15.005.001.205/890.001.60144.00Z-03largo11.006.002.603/4171.602.26387.82ancho11.0012.001.403/4184.802.26417.65Z-04largo1.006.002.905/817.401.6027.84ancho1.0014.001.405/819.601.6031.36Z-05largo2.006.002.105/825.201.6040.32ancho2.0010.001.255/825.001.6040.00Z-06largo1.006.003.053/418.302.2641.36ancho1.0015.001.253/418.752.2642.38Z-07largo2.005.001.505/815.001.6024.00ancho2.007.001.105/815.401.6024.64Z-08largo1.009.002.003/418.002.2640.68ancho1.009.002.003/418.002.2640.68Z-09largo2.006.001.605/819.201.6030.72ancho2.007.001.305/818.201.6029.12Z-10largo1.008.002.003/416.002.2636.16ancho1.009.001.653/414.852.2633.56Z-11largo1.0011.007.863/486.462.26195.40ancho1.0038.001.953/474.102.26167.47Metrado Total (KG)Desp. 10%3,260.7103.02.00VIGA DE CIMENTACIONCONCRETO F'C=210 KG/CM2 PARA VIGAS DE CIMENTACION Unidad :M3DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)ParcialEje A-A, entre ejes 1,141.001.0026.290.250.503.29Eje C-C, entre ejes 1,141.001.0026.510.250.503.31Eje D-D, entre ejes 1,141.001.0026.350.250.503.29Eje F-F, entre ejes 1,141.001.0026.200.250.503.28

Eje A-A, entre ejes 15,181.001.006.750.250.500.84Eje C-C, entre ejes 15,181.001.006.790.250.500.85

Eje D-D, entre ejes 15,171.001.004.500.250.500.56Eje A-A, entre ejes 15,171.001.004.500.250.500.56Eje F-F, entre ejes 15,171.001.004.500.250.500.56

Eje 1-1, entre ejes A,F1.001.0011.350.250.501.42Eje 2-2, entre ejes A,F1.001.0011.500.250.501.44Eje 2-2, entre ejes A,C1.001.004.280.250.500.54Eje 3-3, entre ejes D,F1.001.004.280.250.500.54Eje 5-5, entre ejes A,C1.001.004.380.250.500.55Eje 6-6, entre ejes A,F1.001.0011.060.250.501.38Eje 8-8, entre ejes A,D1.001.006.780.250.500.85Eje 9-9, entre ejes D,F1.001.004.280.250.500.54Eje 10-10, entre ejes A,D1.001.006.780.250.500.85Eje 11-11, entre ejes D,F1.001.004.280.250.500.54Eje 12-12, entre ejes CD1.001.002.500.250.500.31Eje 13-13, entre ejes AD1.001.006.780.250.500.85Eje 14-14, entre ejes AF1.001.0011.160.250.501.40Eje 15-15, entre ejes AF1.001.0010.800.250.501.35Eje 16-16, entre ejes AF1.001.0010.960.250.501.37Eje 17-17, entre ejes CF1.001.006.580.250.500.82Eje 18-18, entre ejes AC1.001.004.380.250.500.55Metrado Total (M3)Desp. 5%33.41

03.02.02ENCOFRADO Y DESENCOFRADO EN VIGA DE CIMENTACIONUnidad :M2DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)ParcialEje A-A, entre ejes 1,141.002.0026.290.5026.2926.29Eje C-C, entre ejes 1,141.002.0026.510.5026.5126.51Eje D-D, entre ejes 1,141.002.0026.350.5026.3526.35Eje F-F, entre ejes 1,141.002.0026.200.5026.226.20

Eje A-A, entre ejes 15,181.002.006.900.506.96.90Eje C-C, entre ejes 15,181.002.006.790.506.796.7900.00Eje D-D, entre ejes 15,171.002.004.500.504.54.50Eje A-A, entre ejes 15,171.002.004.500.504.54.50Eje F-F, entre ejes 15,171.002.004.500.504.54.50

Eje 1-1, entre ejes A,F1.002.0011.350.5011.3511.35Eje 2-2, entre ejes A,F1.002.0011.500.5011.511.50Eje 2-2, entre ejes A,C1.002.004.280.504.284.28Eje 3-3, entre ejes D,F1.002.004.280.504.284.28Eje 5-5, entre ejes A,C1.002.004.380.504.384.38Eje 6-6, entre ejes A,F1.002.0011.060.5011.0611.06Eje 8-8, entre ejes A,D1.002.006.780.506.786.78Eje 9-9, entre ejes D,F1.002.004.280.504.284.28Eje 10-10, entre ejes A,D1.002.006.780.506.786.78Eje 11-11, entre ejes D,F1.002.004.280.504.284.28Eje 12-12, entre ejes CD1.002.002.500.502.52.50Eje 13-13, entre ejes AD1.002.006.780.506.786.78Eje 14-14, entre ejes AF1.002.0011.160.5011.1611.16Eje 15-15, entre ejes AF1.002.0010.800.5010.810.80Eje 16-16, entre ejes AF1.002.0010.960.5010.9610.96Eje 17-17, entre ejes CF1.002.006.580.506.586.58Eje 18-18, entre ejes AC1.002.004.380.504.384.38Metrado Total (M2)33.41

03.02.03ACERO FY=4200 KG/CM2 PARA REFUERZOSUnidad :KGDESCRIPCIONN VecesN ElementLong (m)MLKgParcialEJE A-Aentre EJES1-26.001.002.005/812.001.619.202.001.002.001/24.001.024.082-26.001.001.705/810.201.616.322.001.001.701/23.401.023.472-46.001.001.205/87.201.611.522.001.001.201/22.401.022.454-56.001.002.305/813.801.622.082.001.002.301/24.601.024.695-66.001.003.205/819.201.630.722.001.003.201/26.401.026.536-66.001.002.135/812.781.620.452.001.002.131/24.261.024.356-76.001.001.205/87.201.611.522.001.001.201/22.401.022.457-86.001.002.105/812.601.620.162.001.002.101/24.201.024.288-106.001.003.205/819.201.630.722.001.003.201/26.401.026.5310-106.001.002.235/813.381.621.412.001.002.231/24.461.024.5510-126.001.001.205/87.201.611.522.001.001.201/22.401.022.4512-136.001.002.235/813.381.621.412.001.002.231/24.461.024.5513-146.001.001.605/89.601.615.362.001.001.601/23.201.023.2615-166.001.002.705/816.201.625.922.001.002.701/25.401.025.5116-176.001.001.865/811.161.617.862.001.001.861/23.721.023.7917-186.001.002.195/813.141.621.022.001.002.191/24.381.024.47EJE C-Centre EJES1-26.001.002.005/812.001.619.202.001.002.001/24.001.024.082-26.001.001.705/810.201.616.322.001.001.701/23.401.023.472-46.001.001.205/87.201.611.522.001.001.201/22.401.022.454-56.001.002.305/813.801.622.082.001.002.301/24.601.024.695-66.001.003.205/819.201.630.722.001.003.201/26.401.026.536-86.001.005.655/833.901.654.242.001.005.651/211.301.0211.538-106.001.003.205/819.201.630.722.001.003.201/26.401.026.5310-106.001.002.235/813.381.621.412.001.002.231/24.461.024.5510-126.001.001.205/87.201.611.522.001.001.201/22.401.022.4512-136.001.002.235/813.381.621.412.001.002.231/24.461.024.5513-146.001.001.605/89.601.615.362.001.001.601/23.201.023.2615-166.001.002.705/816.201.625.922.001.002.701/25.401.025.5116-176.001.001.815/810.861.617.382.001.001.811/23.621.023.6917-186.001.001.995/811.941.619.102.001.001.991/23.981.024.06

EJE D-Dentre EJES1-26.001.002.005/812.001.619.202.001.002.001/24.001.028.162-36.001.002.355/814.101.6198.812.001.002.351/24.701.0211.273-46.001.002.455/814.701.6216.092.001.002.451/24.901.0212.254-56.001.001.205/87.201.651.842.001.001.201/22.401.022.945-66.001.002.455/814.701.6216.092.001.002.451/24.901.0212.256-76.001.002.605/815.601.6243.362.001.002.601/25.201.0213.797-86.001.001.205/87.201.611.522.001.001.201/22.401.022.458-96.001.002.455/814.701.623.522.001.002.451/24.901.025.009-116.001.003.555/821.301.634.082.001.003.551/27.101.027.2411-126.001.002.455/814.701.623.522.001.002.451/24.901.025.0012-136.001.001.205/87.201.611.522.001.001.201/22.401.022.4513-146.001.002.455/814.701.623.522.001.002.451/24.901.025.0015-166.001.002.705/816.201.625.922.001.002.701/25.401.025.5116-176.001.001.805/810.801.617.282.001.001.801/23.601.023.67

EJE E-Eentre EJES15-166.001.002.705/816.201.625.922.001.002.701/25.401.0214.8716-176.001.001.805/810.801.617.282.001.001.801/23.601.026.61

EJE F-Fentre EJES1-26.001.002.005/812.001.619.202.001.002.001/24.001.028.162-36.001.002.355/814.101.6198.812.001.002.351/24.701.0211.273-46.001.002.455/814.701.6216.092.001.002.451/24.901.0212.254-56.001.001.205/87.201.651.842.001.001.201/22.401.022.945-66.001.002.455/814.701.6216.092.001.002.451/24.901.0212.256-76.001.002.605/815.601.6243.362.001.002.601/25.201.0213.797-86.001.001.205/87.201.611.522.001.001.201/22.401.022.458-96.001.002.455/814.701.623.522.001.002.451/24.901.025.009-116.001.001.705/810.201.616.322.001.001.701/23.401.023.4711-116.001.001.705/810.201.616.322.001.001.701/23.401.023.4711-126.001.002.455/814.701.623.522.001.002.451/24.901.025.0012-136.001.001.205/87.201.611.522.001.001.201/22.401.022.4513-146.001.002.455/814.701.623.522.001.002.451/24.901.025.0015-166.001.002.705/816.201.625.922.001.002.701/25.401.025.5116-176.001.001.805/810.801.617.282.001.001.801/23.601.023.67Metrado Total (KG)Desp. 10%3,584.03

03.02.03ACERO FY=4200 KG/CM2 PARA ESTRIBOSUnidad :KGDESCRIPCIONN Vecescantidad (und)Long (m)MLKgParcialEJE A-Aentre EJES21-21.0014.000.793/811.060.586.411.702-21.0013.000.793/810.270.585.961.202-41.0011.000.793/88.690.585.042.304-51.0015.000.793/811.850.586.873.205-61.0019.000.793/815.010.588.712.136-61.0014.000.793/811.060.586.411.206-71.0011.000.793/88.690.585.042.107-81.0014.000.793/811.060.586.413.208-101.0019.000.793/815.010.588.712.2310-101.0015.000.793/811.850.586.871.2010-121.0011.000.793/88.690.585.042.2312-131.0015.000.793/811.850.586.871.6013-141.0012.000.793/89.480.585.502.7015-161.0017.000.793/813.430.587.791.8616-171.0013.000.793/810.270.585.962.1917-181.0015.000.793/811.850.586.87

EJE C-Centre EJES2.001-21.0014.000.793/811.060.586.411.702-21.0013.000.793/810.270.585.961.202-41.0011.000.793/88.690.585.042.304-51.0015.000.793/811.850.586.873.205-61.0019.000.793/815.010.588.715.656-81.0028.000.793/822.120.5812.833.208-101.0019.000.793/815.010.588.712.2310-101.0015.000.793/811.850.586.871.2010-121.0011.000.793/88.690.585.042.2312-131.0015.000.793/811.850.586.871.6013-141.0012.000.793/89.480.585.502.7015-161.0017.000.793/813.430.587.791.8116-171.0013.000.793/810.270.585.961.9917-181.0014.000.793/811.060.586.41EJE D-Dentre EJES2.001-21.0014.000.793/811.060.586.412.352-31.0015.000.793/811.850.5830.542.453-41.0016.000.793/812.640.5834.751.204-51.0011.000.793/88.690.5816.422.455-61.0016.000.793/812.640.5834.752.606-71.0016.000.793/812.640.5834.751.207-81.0011.000.793/88.690.585.042.458-91.0016.000.793/812.640.587.333.559-111.0020.000.793/815.800.589.162.4511-121.0016.000.793/812.640.587.331.2012-131.0011.000.793/88.690.585.042.4513-141.0016.000.793/812.640.587.332.7015-161.0017.000.793/813.430.587.791.8016-171.0013.000.793/810.270.585.96EJE E-Eentre EJES2.7015-161.0017.000.793/813.430.587.791.8016-171.0013.000.793/810.270.585.96EJE F-Fentre EJES2.001-21.0014.000.793/811.060.586.412.352-31.0015.000.793/811.850.5830.542.453-41.0016.000.793/812.640.5834.751.204-51.0011.000.793/88.690.5816.422.455-61.0016.000.793/812.640.5834.752.606-71.0016.000.793/812.640.5834.751.207-81.0011.000.793/88.690.585.042.458-91.0016.000.793/812.640.587.331.709-111.0013.000.793/810.270.585.961.7011-111.0013.000.793/810.270.585.962.4511-121.0016.000.793/812.640.587.331.2012-131.0011.000.793/88.690.585.042.4513-141.0016.000.793/812.640.587.332.7015-161.0017.000.793/813.430.587.791.8016-171.0013.000.793/810.270.585.96Metrado Total (KG)Desp. 10%709.68

02.03.00SOBRECIMIENTOS REFORZADOS CONCRETO F'C=210 KG/CM2 PARA S/CUnidad :M3DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)Parcial(m3)

EJE 1-1entre EJESCORTE1-1A-B1.001.001.280.250.500.16CORTE1-1B-C1.001.001.900.250.500.24CORTE1-1D-E1.001.002.270.250.500.28CORTE1-1E-F1.001.001.200.250.500.15


EJE 2'-2'entre EJESCORTE3-3A-B1.001.001.630.250.500.20CORTE3-3B-C1.001.001.900.250.500.24

EJE 3-3entre EJESCORTE3-3D-E1.001.002.180.250.500.27CORTE3-3E-F1.001.001.300.250.500.16

EJE 5-5entre EJESCORTE3-3A-B1.001.002.480.250.500.31CORTE3-3B-C1.001.001.900.250.500.24


EJE 6'-6'entre EJESCORTE6-6A-B1.001.001.500.250.400.15

EJE 7-7entre EJESCORTE6-6A-B1.001.001.500.250.400.15


EJE 9-9entre EJESCORTE3-3D-E1.001.002.180.250.500.27CORTE3-3E-F1.001.001.300.250.500.16




EJE 15-15entre EJESCORTE5-5A-C1.001.004.370.250.500.55CORTE5-5D-E1.001.002.180.250.500.27CORTE5-5E-F1.001.002.100.250.500.26

EJE 17-17entre EJESCORTE1-1D-E'1.001.003.280.250.500.41CORTE1-1E'-F1.001.000.800.250.500.10

EJE A-Aentre EJESCORTE2-21-21.001.002.000.250.500.25CORTE2-22-2'1.001.001.700.250.500.21CORTE2-22'-41.001.001.200.250.500.15CORTE2-24-51.001.002.000.250.500.25CORTE2-25-61.001.003.200.250.500.40CORTE2-26-6'1.001.002.050.250.500.26CORTE2-26'-71.001.001.200.250.500.15CORTE2-27-81.001.002.100.250.500.26CORTE2-28-101.001.003.200.250.500.40CORTE2-210-101.001.002.230.250.500.28CORTE2-210-121.001.001.200.250.500.15CORTE2-212-131.001.002.230.250.500.28CORTE2-213-141.001.001.600.250.500.20CORTE2-216-181.001.004.200.250.500.53

EJE A-Aentre EJESCORTE6-66-81.001.002.710.150.400.16

EJE B-Bentre EJESCORTE6-62-21.001.001.700.150.400.10

EJE B-Bentre EJESCORTE6-61-21.001.002.150.150.400.13

EJE C-Centre EJESCORTE3-31-21.001.001.000.250.500.13CORTE3-32-2'1.001.000.900.250.500.11CORTE3-34-51.001.002.350.250.500.29CORTE3-35-61.001.002.000.250.500.25CORTE3-38-101.001.002.000.250.500.25CORTE3-310-101.001.002.230.250.500.28CORTE3-312-131.001.002.230.250.500.28CORTE3-313-141.001.000.650.250.500.08CORTE3-316-171.001.001.800.250.500.23CORTE3-317-181.001.002.000.250.500.25

EJE D-Dentre EJESCORTE3-31-21.001.001.000.250.500.13CORTE3-33-4'1.001.002.450.250.500.31CORTE3-35-61.001.002.450.250.500.31CORTE3-36-61.001.002.600.250.500.33CORTE3-38-91.001.002.450.250.500.31CORTE3-311-121.001.002.450.250.500.31CORTE3-313-141.001.002.450.250.500.31CORTE3-315-161.001.001.700.250.500.21CORTE3-316-171.001.001.800.250.500.23

EJE E-Eentre EJESCORTE7-71-21.001.002.150.250.400.22CORTE7-72-31.001.002.350.250.400.24CORTE6-69-91.001.001.700.150.400.10CORTE6-69-111.001.001.700.150.400.10

EJE E-Eentre EJESCORTE6-616-171.001.001.800.150.400.11

EJE F-Fentre EJESCORTE2-21-21.001.002.000.250.500.25CORTE2-22-31.001.002.350.250.500.29CORTE2-23-41.001.002.450.250.500.31CORTE2-24-51.001.001.200.250.500.15CORTE2-25-61.001.002.450.250.500.31CORTE2-26-71.001.002.600.250.500.33CORTE2-27-81.001.001.230.250.500.15CORTE2-28-91.001.002.450.250.500.31CORTE2-29-91.001.001.700.250.500.21CORTE2-29-111.001.001.700.250.500.21CORTE2-211-121.001.002.450.250.500.31CORTE2-212-131.001.001.200.250.500.15CORTE2-213-141.001.002.450.250.500.31CORTE2-215-161.001.002.700.250.500.34CORTE2-216-171.001.001.800.250.500.23Metrado Total (M3)22.64

ENCOFRADO Y DESENCOFRADOUnidad :M2DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)Parcial(m3)

EJE 1-1entre EJESCORTE1-1A-B1.002.000.500.250.251.002.001.280.501.28CORTE1-1B-C1.002.000.500.250.251.002.001.900.501.90CORTE1-1D-E1.002.000.500.250.251.002.002.270.502.27CORTE1-1E-F1.002.000.500.250.251.002.001.200.501.20EJE 2-2entre EJESCORTE3-3A-B1.002.000.500.250.251.002.002.450.502.45CORTE3-3B-C1.002.000.500.250.251.002.001.850.501.85CORTE3-3D-E1.002.000.500.250.251.002.002.230.502.23CORTE3-3E-F1.002.000.500.250.251.002.002.050.502.05EJE 2'-2'entre EJESCORTE3-3A-B1.002.000.500.250.251.002.001.630.501.63CORTE3-3B-C1.002.000.500.250.251.002.001.900.501.90

EJE 3-3entre EJESCORTE3-3D-E1.002.000.500.250.251.002.002.180.502.18CORTE3-3E-F1.002.000.500.250.251.002.001.300.501.30

EJE 5-5entre EJESCORTE3-3A-B1.002.000.500.250.251.002.002.480.502.48CORTE3-3B-C1.002.000.500.250.251.002.001.900.501.90

EJE 6-6entre EJESCORTE3-3A-B1.002.000.500.250.251.002.002.380.502.38CORTE3-3B-C1.002.000.500.250.251.002.001.900.501.90CORTE3-3D-E1.002.000.500.250.251.002.002.180.502.18CORTE3-3E-F1.002.000.500.250.251.002.002.100.502.10

EJE 6'-6'entre EJESCORTE6-6A-B1.002.000.400.250.201.002.001.500.401.20

EJE 7-7entre EJESCORTE6-6A-B1.002.000.400.250.201.002.001.500.401.20


EJE 9-9entre EJESCORTE3-3D-E1.002.000.500.250.251.002.002.180.502.18CORTE3-3E-F1.002.000.500.250.251.002.001.300.501.30



EJE 14-14entre EJESCORTE5-5A-B1.002.000.500.250.251.002.002.480.502.48CORTE5-5B-C1.002.000.500.250.251.002.001.900.501.90CORTE5-5D-E1.002.000.500.250.251.002.002.180.502.18CORTE5-5E-F1.002.000.500.250.251.002.002.100.502.10EJE 15-15entre EJESCORTE5-5A-C1.002.000.500.250.251.002.004.370.504.37CORTE5-5D-E1.002.000.500.250.251.002.002.180.502.18CORTE5-5E-F1.002.000.500.250.251.002.002.100.502.10EJE 17-17entre EJESCORTE1-1D-E'1.002.000.500.250.251.002.003.280.503.28CORTE1-1E'-F1.002.000.500.250.251.002.000.800.500.80

EJE A-Aentre EJESCORTE2-21-21.002.000.500.250.251.002.002.000.502.00CORTE2-22-2'1.002.000.500.250.251.002.001.700.501.70CORTE2-22'-41.002.000.500.250.251.002.001.200.501.20CORTE2-24-51.002.000.500.250.251.002.002.000.502.00CORTE2-25-61.002.000.500.250.251.002.003.200.503.20CORTE2-26-6'1.002.000.500.250.251.002.002.050.502.05CORTE2-26'-71.002.000.500.250.251.002.001.200.501.20CORTE2-27-81.002.000.500.250.251.002.002.100.502.10CORTE2-28-101.002.000.500.250.251.002.003.200.503.20CORTE2-210-101.002.000.500.250.251.002.002.230.502.23CORTE2-210-121.002.000.500.250.251.002.001.200.501.20CORTE2-212-131.002.000.500.250.251.002.002.230.502.23CORTE2-213-141.002.000.500.250.251.002.001.600.501.60CORTE2-216-181.002.000.500.250.251.002.004.200.504.20EJE A-Aentre EJESCORTE6-66-81.002.000.400.150.121.002.002.710.402.17EJE B-Bentre EJESCORTE6-62-21.002.000.400.150.121.002.001.700.401.36EJE B-Bentre EJESCORTE6-61-21.002.000.400.150.121.002.002.150.401.72EJE C-Centre EJESCORTE3-31-21.002.000.500.250.251.002.001.000.501.00CORTE3-32-2'1.002.000.500.250.251.002.000.900.500.90CORTE3-34-51.002.000.500.250.251.002.002.350.502.35CORTE3-35-61.002.000.500.250.251.002.002.000.502.00CORTE3-38-101.002.000.500.250.251.002.002.000.502.00CORTE3-310-101.002.000.500.250.251.002.002.230.502.23CORTE3-312-131.002.000.500.250.251.002.002.230.502.23CORTE3-313-141.002.000.500.250.251.002.000.650.500.65CORTE3-316-171.002.000.500.250.251.002.001.800.501.80CORTE3-317-181.002.000.500.250.251.002.002.000.502.00

EJE D-Dentre EJESCORTE3-31-21.002.000.500.250.251.002.001.000.501.00CORTE3-33-4'1.002.000.500.250.251.002.002.450.502.45CORTE3-35-61.002.000.500.250.251.002.002.450.502.45CORTE3-36-61.002.000.500.250.251.002.002.600.502.60CORTE3-38-91.002.000.500.250.251.002.002.450.502.45CORTE3-311-121.002.000.500.250.251.002.002.450.502.45CORTE3-313-141.002.000.500.250.251.002.002.450.502.45CORTE3-315-161.002.000.500.250.251.002.001.700.501.70CORTE3-316-171.002.000.500.250.251.002.001.800.501.80

EJE E-Eentre EJESCORTE7-71-21.002.000.400.250.201.002.002.150.401.72CORTE7-72-31.002.000.400.250.201.002.002.350.401.88CORTE6-69-91.002.000.400.150.121.002.001.700.401.36CORTE6-69-111.002.000.400.150.121.002.001.700.401.36

EJE E-Eentre EJESCORTE6-616-171.002.000.400.150.121.002.001.800.401.44

EJE F-Fentre EJESCORTE2-21-21.002.000.500.250.251.002.002.000.502.00CORTE2-22-31.002.000.500.250.251.002.002.350.502.35CORTE2-23-41.002.000.500.250.251.002.002.450.502.45CORTE2-24-51.002.000.500.250.251.002.001.200.501.20CORTE2-25-61.002.000.500.250.251.002.002.450.502.45CORTE2-26-71.002.000.500.250.251.002.002.600.502.60CORTE2-27-81.002.000.500.250.251.002.001.230.501.23CORTE2-28-91.002.000.500.250.251.002.002.450.502.45CORTE2-29-91.002.000.500.250.251.002.001.700.501.70CORTE2-29-111.002.000.500.250.251.002.001.700.501.70CORTE2-211-121.002.000.500.250.251.002.002.450.502.45CORTE2-212-131.002.000.500.250.251.002.001.200.501.20CORTE2-213-141.002.000.500.250.251.002.002.450.502.45CORTE2-215-161.002.000.500.250.251.002.002.700.502.70CORTE2-216-171.002.000.500.250.251.002.001.800.501.80Metrado Total (M2)207.12

ACERO FY=4200 KG/CM2 PARA REFUERZOS SE SOBRECIMIENTOUnidad :KGDESCRIPCIONN VecesN ElementLong (m)MLKgParcial

EJE 1-1entre EJESCORTE1-1A-B1.002.001.283/82.560.581.481.005.000.603/83.000.581.74CORTE1-1B-C1.002.001.903/83.800.582.201.007.000.603/84.200.582.44CORTE1-1D-E1.002.002.273/84.540.582.631.008.000.603/84.800.582.78CORTE1-1E-F1.002.001.203/82.400.581.391.004.000.603/82.400.581.39EJE 2-2entre EJESCORTE3-3A-B1.002.002.453/84.900.582.841.009.000.603/85.400.583.13CORTE3-3B-C1.002.001.853/83.700.582.151.007.000.603/84.200.582.44CORTE3-3D-E1.002.002.233/84.460.582.591.008.000.603/84.800.582.78CORTE3-3E-F1.002.002.053/84.100.582.381.007.000.603/84.200.582.44EJE 2'-2'entre EJESCORTE3-3A-B1.002.001.633/83.260.581.891.006.000.603/83.600.582.09CORTE3-3B-C1.002.001.903/83.800.582.201.007.000.603/84.200.582.44

EJE 3-3entre EJESCORTE3-3D-E1.002.002.183/84.360.582.531.008.000.603/84.800.582.78CORTE3-3E-F1.002.001.303/82.600.581.511.005.000.603/83.000.581.74

EJE 5-5entre EJESCORTE3-3A-B1.002.002.483/84.960.582.881.009.000.603/85.400.583.13CORTE3-3B-C1.002.001.903/83.800.582.201.007.000.603/84.200.582.44

EJE 6-6entre EJESCORTE3-3A-B1.002.002.383/84.760.582.761.008.000.603/84.800.582.78CORTE3-3B-C1.002.001.903/83.800.582.201.007.000.603/84.200.582.44CORTE3-3D-E1.002.002.183/84.360.582.531.008.000.603/84.800.582.78CORTE3-3E-F1.002.002.103/84.200.582.441.007.000.603/84.200.582.44


EJE 9-9entre EJESCORTE3-3D-E1.002.002.183/84.360.582.531.008.000.603/84.800.582.78CORTE3-3E-F1.002.001.303/82.600.581.511.005.000.603/83.000.581.74



EJE 17-17entre EJESCORTE1-1D-E'1.002.003.283/86.560.583.801.0011.000.603/86.600.583.83CORTE1-1E'-F1.002.000.803/81.600.580.931.003.000.603/81.800.581.04

EJE A-Aentre EJESCORTE2-21-21.002.002.003/84.000.582.321.007.000.603/84.200.582.44CORTE2-22-2'1.002.001.703/83.400.581.971.006.000.603/83.600.582.09CORTE2-22'-41.002.001.203/82.400.581.391.004.000.603/82.400.581.39CORTE2-24-51.002.002.003/84.000.582.321.007.000.603/84.200.582.44CORTE2-25-61.002.003.203/86.400.583.711.0011.000.603/86.600.583.83CORTE2-26-6'1.002.002.053/84.100.582.381.007.000.603/84.200.582.44CORTE2-26'-71.002.001.203/82.400.581.391.004.000.603/82.400.581.39CORTE2-27-81.002.002.103/84.200.582.441.007.000.603/84.200.582.44CORTE2-28-101.002.003.203/86.400.583.711.0011.000.603/86.600.583.83CORTE2-210-101.002.002.233/84.460.582.591.008.000.603/84.800.582.78CORTE2-210-121.002.001.203/82.400.581.391.004.000.603/82.400.581.39CORTE2-212-131.002.002.233/84.460.582.591.008.000.603/84.800.582.78CORTE2-213-141.002.001.603/83.200.581.861.006.000.603/83.600.582.09CORTE2-216-181.002.004.203/88.400.584.871.0014.000.603/88.400.584.87

EJE C-Centre EJESCORTE3-31-21.002.001.003/82.000.581.161.004.000.603/82.400.581.39CORTE3-32-2'1.002.000.903/81.800.581.041.003.000.603/81.800.581.04CORTE3-34-51.002.002.353/84.700.582.731.008.000.603/84.800.582.78CORTE3-35-61.002.002.003/84.000.582.321.007.000.603/84.200.582.44CORTE3-38-101.002.002.003/84.000.582.321.007.000.603/84.200.582.44CORTE3-310-101.002.002.233/84.460.582.591.008.000.603/84.800.582.78CORTE3-312-131.002.002.233/84.460.582.591.008.000.603/84.800.582.78CORTE3-313-141.002.000.653/81.300.580.751.003.000.603/81.800.581.04CORTE3-316-171.002.001.803/83.600.582.091.006.000.603/83.600.582.09CORTE3-317-181.002.002.003/84.000.582.321.007.000.603/84.200.582.44

EJE D-Dentre EJESCORTE3-31-21.002.001.003/82.000.581.16Unidad :KG1.004.000.603/82.400.581.39CORTE3-33-4'1.002.002.453/84.900.582.84Area(m2)Parcial1.009.000.603/85.400.583.13CORTE3-35-61.002.002.453/84.900.582.841.009.000.603/85.400.583.13CORTE3-36-61.002.002.603/85.200.583.02--0.001.009.000.603/85.400.583.13CORTE3-38-91.002.002.453/84.900.582.84--0.001.009.000.603/85.400.583.13CORTE3-311-121.002.002.453/84.900.582.84--0.001.009.000.603/85.400.583.13CORTE3-313-141.002.002.453/84.900.582.84--0.001.009.000.603/85.400.583.13CORTE3-315-161.002.001.703/83.400.581.97--0.001.006.000.603/83.600.582.09CORTE3-316-171.002.001.803/83.600.582.09--0.001.006.000.603/83.600.582.09--0.00EJE F-Fentre EJESCORTE2-21-21.002.002.003/84.000.582.321.007.000.603/84.200.582.44CORTE2-22-31.002.002.353/84.710.582.731.008.000.603/84.800.582.78CORTE2-23-41.002.002.453/84.900.582.841.009.000.603/85.400.583.13CORTE2-24-51.002.001.203/82.400.581.391.004.000.603/82.400.581.39CORTE2-25-61.002.002.453/84.900.582.841.009.000.603/85.400.583.13CORTE2-26-71.002.002.603/85.200.583.021.009.000.603/85.400.583.13CORTE2-27-81.002.001.233/82.460.581.431.005.000.603/83.000.581.74CORTE2-28-91.002.002.453/84.900.582.841.009.000.603/85.400.583.13CORTE2-29-91.002.001.703/83.400.581.971.006.000.603/83.600.582.09CORTE2-29-111.002.001.703/83.400.581.971.006.000.603/83.600.582.09CORTE2-211-121.002.002.453/84.900.582.841.009.000.603/85.400.583.13CORTE2-212-131.002.001.203/82.400.581.391.004.000.603/82.400.581.39CORTE2-213-141.002.002.453/84.900.582.841.009.000.603/85.400.583.13CORTE2-215-161.002.002.703/85.400.583.131.009.000.603/85.400.583.13CORTE2-216-171.002.001.803/83.600.582.091.006.000.603/83.600.582.09Metrado Total (KG)382.98

03.03.00COLUMNAS03.03.01CONCRETO F'C=210 KG/CM2 PARA COLUMNASUnidad :M3DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)ParcialEje A entre ejes 1,18C-1 ( 0.25x0.40)12.001.000.400.254.705.64C-2 ( 0.25x0.30)4.001.000.300.254.701.41C-3 ( 0.15x0.35)5.001.000.350.154.701.23Eje A entre ejes 1,18C-3 ( 0.15x0.35)3.001.000.350.154.700.74Eje B entre ejes 1,18C-1 ( 0.25x0.40)4.001.000.400.254.701.88C-2 ( 0.25x0.30)5.001.000.300.254.701.76Eje C entre ejes 1,18C-1 ( 0.25x0.40)12.001.000.400.254.705.64C-2 ( 0.25x0.30)4.001.000.300.254.701.41C-3 ( 0.15x0.35)1.001.000.350.154.700.25Eje D entre ejes 1,18C-1 ( 0.25x0.40)9.001.000.400.254.704.23C-2 ( 0.25x0.30)7.001.000.300.254.702.47Eje E entre ejes 1,17C-1 ( 0.25x0.40)4.001.000.400.254.701.88C-2 ( 0.25x0.30)4.001.000.300.254.701.41C-3 ( 0.15x0.35)1.001.000.350.154.700.25Eje Eentre ejes 1,17C-2 ( 0.25x0.40)3.001.000.400.254.701.41Eje F entre ejes 1,17C-1 ( 0.25x0.40)9.001.000.400.254.704.23C-2 ( 0.25x0.30)7.001.000.300.254.702.47C-3 ( 0.15x0.35)1.001.000.350.154.700.25COLUMNAS CIRCUNDATE A LA RAMPAC-4(0.15X0.25)4.001.000.250.154.050.61Metrado Total (M3)41.12

CONCRETO F'C=210 KG/CM2 PARA COLUMNETASUnidad :M3DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)ParcialEje A' entre ejes 1,18CA-1 ( 0.15x0.25)2.001.000.250.152.350.18CA-2 ( 0.15x0.25)2.001.000.250.152.350.18Eje E entre ejes 1,17CA-1 ( 0.15x0.25)2.001.000.250.154.050.30Metrado Total (M3)0.69

ERROR:#REF!ERROR:#REF!

03.03.03ENCOFRADO Y DESENCOFRADO EN COLUMNETASUnidad :M2DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)ParcialEje B entre ejes 1,18CA-1 ( 0.15x0.25)largo2.002.000.252.352.35ancho2.001.000.152.350.71CA-2 ( 0.15x0.25)largo2.002.000.252.352.35ancho2.001.000.152.350.71Eje E entre ejes 1,17CA-1 ( 0.15x0.25)largo2.002.000.254.054.05ancho2.001.000.154.051.22Metrado Total (M2)11.95

ERROR:#REF!Desp. 10%ERROR:#REF!

ACERO FY=4200 KG/CM2 PARA REFUERZOS PARA COLUMNETASUnidad :M3DESCRIPCIONN VecesN ElementLong (m)MLKgParcialEje A' entre ejes 1,18CA-1 ( 0.15x0.25)2.004.003.553/828.400.5816.47CA-2 ( 0.15x0.25)2.004.003.553/828.400.5816.47Eje E entre ejes 1,17CA-1 ( 0.15x0.25)2.004.005.253/842.000.5824.36Metrado Total (M3)60.17

03.03.04ACERO FY=4200 KG/CM2 PARA ESTRIBOS EN COLUMNASUnidad :KGDESCRIPCIONN VecesN ElementLong (m)MLKgParcialEje A entre ejes 1,18C-1 ( 0.25x0.40)12.0039.001.303/8608.400.58352.8712.0039.000.303/8140.400.5881.43C-2 ( 0.25x0.30)4.0040.001.103/8176.000.58102.08C-3 ( 0.15x0.35)5.0040.001.003/8200.000.58116.00Eje B entre ejes 1,18C-1 ( 0.25x0.40)4.0039.001.303/8202.800.58117.624.0039.000.303/846.800.5827.14C-2 ( 0.25x0.30)5.0040.001.103/8220.000.58127.60Eje C entre ejes 1,18C-1 ( 0.25x0.40)12.0039.001.303/8608.400.58352.8712.0034.000.303/8122.400.5870.99C-2 ( 0.25x0.30)4.0040.001.103/8176.00C-3 ( 0.15x0.35)1.0040.001.003/840.000.5823.20Eje D entre ejes 1,18C-1 ( 0.25x0.40)9.0039.001.303/8456.300.58264.659.0039.000.303/8105.300.5861.07C-2 ( 0.25x0.30)7.0040.00ERROR:#REF!3/8ERROR:#REF!0.58ERROR:#REF!Eje E entre ejes 1,17C-1 ( 0.25x0.40)4.0039.001.303/8202.800.58117.624.0039.000.303/846.800.5827.14C-2 ( 0.25x0.30)4.0040.00ERROR:#REF!3/8ERROR:#REF!0.58ERROR:#REF!C-3 ( 0.15x0.35)1.0040.001.003/840.000.5823.20Eje Eentre ejes 1,17C-2 ( 0.25x0.40)3.0040.00ERROR:#REF!3/8ERROR:#REF!0.58ERROR:#REF!Eje F entre ejes 1,17C-1 ( 0.25x0.40)9.0039.001.303/8456.300.58264.659.0039.000.303/8105.300.5861.07C-2 ( 0.25x0.30)7.0040.001.103/8308.000.58178.64C-3 ( 0.15x0.35)1.0040.001.003/840.000.5823.20COLUMNAS CIRCUNDATE A LA RAMPAC-4(0.15X0.25)4.0036.000.801/2115.201.02117.50Metrado Total (KG)Desp. 10%ERROR:#REF!

ACERO FY=4200 KG/CM2 PARA ESTRIBOS EN COLUMNETASUnidad :M3DESCRIPCIONN VecesN ElementLong (m)MLKgParcialEje A' entre ejes 1,18CA-1 ( 0.15x0.25)2.0018.000.801/428.800.257.20CA-2 ( 0.15x0.25)2.0018.000.801/428.800.257.20Eje E entre ejes 1,17CA-1 ( 0.15x0.25)2.0028.000.801/444.800.2511.20Metrado Total (M3)26.8803.04.00DINTELES03.04.01CONCRETO EN DINTELES F'C=210 KG/CM2Unidad :M3DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)ParcialEje A-A ENTRE1.7EJE 2-21.001.001.600.250.300.122.3EJE 4-51.001.002.300.250.300.173.2EJE 5-61.001.003.200.250.300.242.05EJE 6-61.001.002.000.250.300.151.2EJE 6-71.001.001.200.250.300.092.1EJE 7-81.001.002.100.250.300.163.2EJE 8-101.001.003.200.250.300.241.2EJE 10-121.001.001.200.250.300.092.23EJE 12-131.001.002.200.250.300.171.6EJE 13-141.001.002.200.250.300.172.7EJE 15-161.001.002.700.250.300.201.86EJE 16-171.001.002.100.150.300.092.19EJE 17-181.001.002.100.150.300.09

Eje A-AENTREEJE 6-6'1.001.001.200.150.30--0.05EJE 6-7'1.001.001.200.150.300.05EJE 7-81.001.001.200.150.300.05EJE 16-171.001.001.000.150.300.05EJE 17-181.001.001.000.150.300.05Eje C-C ENTRE2EJE 1-21.001.001.300.250.300.301.7EJE 2-21.001.002.100.250.300.301.2EJE 2-41.001.001.200.250.300.303.2EJE 5-61.001.001.600.250.300.305.65EJE 8-101.001.001.500.250.300.301.2EJE 10-121.001.001.200.250.300.301.61EJE 13-141.001.000.800.250.300.30Eje D-DENTRE2EJE 1-21.001.000.900.250.300.302.35EJE 2-31.001.002.350.250.300.301.2EJE 4-51.001.001.200.250.300.302.45EJE 7-81.001.001.200.250.300.303.55EJE 9-111.001.003.150.250.300.301.2EJE 12-131.001.001.200.250.300.302.45EJE 15-161.001.001.200.250.300.30

Eje F-FENTRE2EJE 1-21.001.002.000.250.300.302.35EJE 2-31.001.002.350.250.300.301.2EJE 3-41.001.002.450.250.300.30EJE 4-51.001.001.200.250.300.301.2EJE 7-81.001.001.200.250.300.302.45EJE 8-91.001.002.450.250.300.301.7EJE 9-111.001.003.400.250.300.301.7EJE 11-131.001.003.950.250.300.302.45EJE 15-161.001.002.700.150.300.301.2EJE 16-171.001.001.800.150.300.30

Eje E-EENTRE2.15EJE 1-21.0016.001.103/817.600.5810.212.35EJE 2-31.0017.001.103/818.700.5810.85

Ejes D-D/F-F/E-EENTRE2.7EJE 15-163.0018.001.303/870.200.5840.721.8EJE 16-173.0014.001.303/854.600.5831.67

Eje 1-1ENTRE2.48EJE A-B1.0017.001.303/822.100.5812.821.9EJE B-C1.0014.001.303/818.200.5810.562.5EJE C-D1.0017.001.303/822.100.5812.822.27EJE D-E1.0016.001.303/820.800.5812.062.1EJE E-F1.0015.001.303/819.500.5811.31

Eje 2-2ENTRE2.43EJE A-B1.0017.001.303/822.100.5812.821.85EJE B-C1.0014.001.303/818.200.5810.562.5V CHATAEJE C-D1.0017.001.203/820.400.5811.832.23EJE D-E1.0016.001.303/820.800.5812.062.06EJE E-F1.0015.001.303/819.500.5811.31

Eje 2-2ENTRE2.43EJE A-B1.0017.001.103/818.700.5810.851.85EJE B-C1.0014.001.103/815.400.588.93

Eje 3-3/9-9/11-11ENTRE2.18EJE D-E3.0016.001.103/852.800.5830.622.1EJE E-F3.0015.001.103/849.500.5828.71

Eje 4-4/5-5/7-7/8-8/12-12/13-13ENTRE4.68|EJE D-F6.0028.001.003/8168.000.5897.44

Eje 5-5/10-10/13-13ENTRE2.38EJE A-B1.0017.001.103/818.700.5810.851.9EJE B-C1.0014.001.103/815.400.588.93


Eje 9-9ENTRE2.38EJE A-B1.0017.001.103/818.700.5810.851.9EJE B-C1.0014.001.103/815.400.588.932.5V CHATAEJE C-D1.0017.001.203/820.400.5811.83

Eje 10-10/12-12ENTRE4.68V CHATAEJE D-F2.0028.001.003/856.000.5832.48


Eje 15-15ENTRE4.37EJE A-C1.0027.001.303/835.100.5820.362.5EJE C-D1.0017.001.303/822.100.5812.822.13EJE D-E1.0016.001.303/820.800.5812.060.85EJE D-E1.009.001.303/811.700.586.790.8EJE E-F1.009.001.403/812.600.587.31

Eje 16-16ENTRE4.37EJE A-C1.0031.001.303/840.300.5823.372.5V CHATAEJE C-D1.0017.001.003/817.000.589.863.28V CHATAEJE D-E1.0021.001.003/821.000.5812.180.8V CHATAEJE E-F1.009.001.003/89.000.585.22

Eje 17-17ENTRE2.5V CHATAEJE C-D1.0017.001.303/822.100.5812.823.28V CHATAEJE D-E1.0021.001.303/827.300.5815.830.8V CHATAEJE E-F1.009.001.303/811.700.586.79

Eje 18-18ENTRE4.38EJE A-C1.0031.001.403/843.400.5825.17

VIGAS EN TRAGALUZ 1Ejes2,2 entre ejesB,C0.6VA-02(15X20)1.007.000.701/40.200.251.7VA-02(15X20)2.0011.000.701/40.200.771.7VA(25X20)1.0011.000.901/40.200.50

VIGAS EN TRAGALUZ 2Ejes2,2 entre ejesC,D2.5VA-01(20X20)1.0015.000.801/40.200.601.95VA-02(15X20)2.0012.000.701/40.200.84

VIGAS EN TRAGALUZ 3Ejes2,3 entre ejesD,E0.6VA-02(15X20)1.007.000.701/40.200.252.33VA-02(15X20)2.0014.000.701/40.200.98



VIGAS EN TRAGALUZ 6/7Ejes9,10/12,13 entre ejesC,D2.5VA-01(20X20)4.0015.000.801/40.202.401.95VA-02(15X20)4.0012.000.701/40.201.68

VIGAS EN TRAGALUZ 8Ejes13,14 entre ejes A,C1.75VA-01(20X20)1.0012.000.801/40.200.481.75VA-02(15X20)1.0012.000.701/40.200.420.6VA-02(15X20)2.007.000.701/40.200.49Metrado Total (M3)ERROR:#REF!

03.04.02ENCOFRADO Y DESENCOFRADO EN VIGASUnidad :M2DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)ParcialEje A entre ejes 1,14tapa (VP)1.001.0030.800.257.70laterales (VP)1.001.0030.800.4012.32laterales (VP)1.001.0030.800.206.16Eje B entre ejes 2,2tapa(VA)1.001.001.700.100.17Eje C entre ejes 1,6laterales (VP)1.001.0011.250.202.25laterales (VP)1.001.0012.250.202.45Eje C entre ejes 6,9tapa (VP)1.001.005.650.251.41laterales (VP)1.002.005.650.252.83Eje C entre ejes 9,14tapa (VP)1.001.0011.650.252.91laterales (VP)1.002.0012.400.204.96Eje D entre ejes 1,9laterales (VP)1.001.0019.500.203.90laterales (VP)1.001.0018.500.203.70Eje D entre ejes 9,11tapa (VP)1.001.003.550.250.89laterales (VP)1.002.003.550.201.42Eje D entre ejes 11,14laterales (VP)1.001.007.500.201.50laterales (VP)1.001.007.000.201.40Eje E entre ejes 1,2laterales (VP)1.002.002.150.100.43Eje E entre ejes 2,3laterales (VP)1.002.002.330.100.47Eje F entre ejes 1,14laterales (VP)1.002.0028.900.2011.56laterales (VP)1.002.0030.800.4024.64Eje1 entre ejes A-Ftapa (VP)1.001.004.980.251.25laterales (VP)1.001.0012.850.101.29laterales (VP)1.001.009.530.302.86Eje 2 entre ejes A-Claterales (VP)1.002.004.630.100.93Eje 2 entre ejes C-Dtapa(VIGA CHATA)1.001.002.480.400.99Eje 2 entre ejes D-Flaterales (VP)1.002.004.370.100.87Eje 2' entre ejes A-Claterales (VP)1.002.004.370.100.87Eje 3 entre ejes D-Flaterales (VP)1.002.004.370.100.87Eje 4/5/7/8/12/13 entre ejes D-Ftapa(VIGA CHATA)6.001.004.680.308.42Eje 5 entre ejes A,Claterales (VP)1.002.004.680.100.94Eje 6 entre ejes A-Claterales (VP)1.002.004.680.100.94Eje 6/9 entre ejes C-Dtapa(VIGA CHATA)2.001.002.500.402.00Eje 6 entre ejes D-Flaterales (VP)1.002.004.680.100.94Eje9 entre ejes D-Flaterales (VP)1.002.004.680.100.94Eje10 entre ejes D-Flaterales (VP)1.002.004.680.100.94Eje11 entre ejes D-Flaterales (VP)1.002.004.680.151.40Eje 10 /12 entre ejes A,Ctapa(VIGA CHATA)2.001.004.680.302.81Eje13 entre ejes D-Flaterales (VP)1.002.004.680.100.94Eje14 entre ejes D-Ftapa (VP)1.001.002.500.250.63laterales (VP)1.001.0012.860.303.86laterales (VP)1.001.0011.860.101.19

Eje A entre ejes 15,18tapa (VP)1.001.002.700.250.68laterales (VP)1.001.007.650.403.06laterales (VP)1.001.006.900.201.38Eje C entre ejes 15,18tapa (VP)1.001.002.700.250.68laterales (VP)1.001.006.900.201.38Eje D entre ejes 15,17laterales (VP)1.001.004.500.200.90Eje E entre ejes 15,16tapa (VP)1.001.002.700.250.68laterales (VP)1.002.002.700.201.08Eje E entre ejes 16,17tapa (VP)1.001.001.800.100.18laterales (VP)1.002.001.800.200.72Eje F entre ejes 15,17tapa (VP)1.001.004.500.100.45laterales (VP)1.001.004.500.200.90laterales (VP)1.001.005.250.402.10

Eje 15 entre ejes A,Ftapa (VP)1.001.002.500.250.63laterales (VP)1.001.0012.850.405.14laterales (VP)1.001.0011.610.202.32Eje 16 entre ejes A,Ctapa (VP)1.001.004.380.251.10laterales (VP)1.002.004.380.252.19Eje 16 entre ejes C,Ftapa(VIGA CHATA)1.001.006.930.302.08Eje 17 entre ejesC,Ftapa (VP)1.001.002.500.250.63laterales (VP)1.001.006.930.201.39laterales (VP)1.001.007.680.403.07Eje 18 entre ejes A,Ctapa (VP)1.001.005.180.251.30laterales (VP)1.002.004.680.252.34laterales (VP)1.002.005.180.454.66VIGAS EN TRAGALUZ 1Ejes2,2 entre ejesB,CVA(25X20)CHATAtapa 1.001.001.700.250.43VA-02(15X20)tapa 1.001.001.700.200.34VA-02(15X20)tapa 2.001.000.600.200.24VIGAS EN TRAGALUZ 2Ejes2,2 entre ejesC,DVA-01(20X20)tapa 1.001.002.500.200.50VA-02(15X20)tapa 2.001.001.950.150.59CH-02(40X20)tapa 1.001.002.500.401.00VIGAS EN TRAGALUZ 3Ejes2,3 entre ejesD,EVA-02(15X20)tapa 1.001.002.330.150.35VA-02(15X20)tapa 2.001.000.600.150.18VIGAS EN TRAGALUZ 4Ejes4,6 entre ejesC,DVA-01(20X20)tapa 2.001.002.500.201.00VA-02(15X20)tapa 2.001.001.950.150.59VIGAS EN TRAGALUZ 5Ejes6,9 entre ejesC,DVA-01(20X20)tapa 2.001.002.500.201.00VA-02(15X20)tapa 2.001.002.850.150.86VIGAS EN TRAGALUZ 6/7Ejes9,10/12,13 entre ejesC,DVA-01(20X20)tapa 2.001.002.500.201.00VA-02(15X20)tapa 2.001.001.950.200.78VIGAS EN TRAGALUZ 8Ejes13,14 entre ejes A,CVA-01(20X20)tapa 1.001.001.750.200.35VA-02(15X20)tapa 1.001.001.750.150.26VA-02(15X20)tapa 2.001.000.600.150.18Metrado Total (M2)179.55

ENCOFRADO Y DESENCOFRADO EN VIGAS DE CONFINAMIENTOUnidad :M2DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)ParcialVIGAS DE CONFINAMIENTOEjesA,Aentre eje 6,6'V(15X20) LATERALES1.002.002.050.20--0.82EjesA,Aentre eje 6',7V(15X20) LATERALES1.002.001.200.200.48EjesA,Aentre eje 7',9V(15X20) LATERALES1.002.002.080.20--0.83EjesA,Aentre eje 16,17V(15X20) LATERALES1.002.001.960.20--0.78EjesA,Aentre eje 17,18V(15X20) LATERALES1.002.002.190.20--0.88EjesB,Bentre eje 1,2V(15X20) LATERALES1.002.002.000.20--0.80EjesE,E entre eje 9,11V(15X20) LATERALES1.002.001.700.20--0.68EjesE,E entre eje 11,11V(15X20) LATERALES1.002.001.700.20--0.68Ejes6,6 entre eje A,AV(15X20) LATERALES1.002.001.920.20--0.77Ejes7,7 entre eje A,AV(15X20) LATERALES1.002.001.920.20--0.77Ejes11,11 entre eje E,FV(15X20) LATERALES1.002.002.500.20--1.00Ejes17,17 entre eje A,AV(15X20) LATERALES1.002.001.850.20--0.74Metrado Total(KG)Desp. 10%9.23

03.04.03ACERO FY=4200 KG/CM2 PARA REFUERZOS DE VIGASUnidad :KGDESCRIPCIONN VecesN ElementLong (m)MLKgParcialEje A entre ejes 1,14VP(25x40)longitudinal1.006.0031.305/8187.801.6300.48longitudinal1.002.0030.801/261.601.0262.83longitudinal traccion1.001.002.305/82.301.63.68bastones 11.001.001.355/81.351.62.16bastones 21.002.003.355/86.701.610.72balancines1.001.0019.955/819.951.631.92Eje B entre ejes 13,14VA-01(20X20)longitudinal1.004.002.651/210.601.0210.81Eje C entre ejes 1,6VP(25x40)longitudinal1.006.0012.775/876.621.6122.59longitudinal1.002.0012.771/225.541.0226.05longitudinal traccion1.001.003.405/83.401.65.44bastones 11.001.001.455/81.451.62.32balancines1.001.007.405/87.401.611.84Eje C entre ejes 6,9VP(25X50)longitudinal1.006.005.655/833.901.654.24longitudinal1.002.005.651/211.301.0211.53longitudinal traccion1.002.003.653/47.302.2616.50balancines1.001.006.555/86.551.610.48Eje C entre ejes 9,14VP(25x40)longitudinal1.006.0012.705/876.201.6121.92longitudinal1.002.0012.701/225.401.0225.91bastones 21.001.003.415/83.411.65.46balancines1.001.005.455/85.451.68.72Eje D entre ejes 1,14VP(25x40)longitudinal1.006.0031.305/8187.801.6300.48longitudinal1.002.0031.301/262.601.0263.85longitudinal traccion1.002.001.145/82.281.63.65bastones 11.001.001.355/81.351.62.16bastones 21.001.001.455/81.451.62.32balancines superior1.001.005.605/85.601.68.96balancines superior1.002.009.505/819.001.630.40balancines inferior1.001.004.985/84.981.67.97balancines inferior1.002.001.255/82.501.64.00Eje E entre ejes 1,3VP(25X30)longitudinal1.006.005.755/834.501.655.20longitudinal traccion1.001.002.905/82.901.64.64Eje F entre ejes 1,14VP(25x40)longitudinal1.006.0031.305/8187.801.6300.48longitudinal1.002.0030.801/261.601.0262.83longitudinal traccion1.001.003.355/83.351.65.36bastones 11.001.001.355/81.351.62.16balancines1.001.0011.605/811.601.618.56Eje A entre ejes 15,18VP(25x40)longitudinal1.006.008.155/848.901.678.24longitudinal1.002.007.651/215.301.0215.61bastones 11.001.005.955/85.951.69.52bastones 21.001.001.505/81.501.62.40Eje C entre ejes 15,18VP(25x40)longitudinal1.006.008.155/848.901.678.24longitudinal1.002.007.651/215.301.0215.61bastones 11.001.005.955/85.951.69.52bastones 21.001.001.505/81.501.62.40Eje C entre ejes 15,18VP(25x40)longitudinal1.006.008.155/848.901.678.24longitudinal1.002.007.651/215.301.0215.61bastones 11.001.005.955/85.951.69.52bastones 21.001.001.505/81.501.62.40Eje D/F entre ejes 15,18VP(25x40)longitudinal2.006.005.755/869.001.6110.40longitudinal2.002.005.251/221.001.0221.42bastones 12.001.003.555/87.101.611.36bastones 22.001.001.505/83.001.64.80Eje E entre ejes 15,18VP(25x40)longitudinal1.006.005.755/834.501.655.20longitudinal1.002.005.251/210.501.0210.71bastones 11.001.003.555/83.551.65.68bastones 21.001.001.505/81.501.62.40VIGAS EN TRAGALUZ 1Ejes2,2 entre ejesB,CVA-02(15X20)1.004.002.603/810.400.586.03VA-02(15X20)2.002.001.503/86.000.583.48VA(25X20)1.001.002.601/22.601.022.65VIGAS EN TRAGALUZ 2Ejes2,2 entre ejesC,DVA-01(20X20)1.004.003.401/213.601.0213.87VA-02(15X20)2.004.002.953/823.600.5813.69VIGAS EN TRAGALUZ 3Ejes2,2 entre ejesB,CVA-02(15X20)1.004.002.603/810.400.586.03VA-02(15X20)2.004.001.503/812.000.586.96VIGAS EN TRAGALUZ 4Ejes4,6 entre ejesC,DVA-01(20X20)1.004.003.401/213.601.0213.87VA-02(15X20)1.004.002.753/811.000.586.38VIGAS EN TRAGALUZ 5Ejes6,9 entre ejesC,DVA-01(20X20)1.004.003.401/213.601.0213.87VA-02(15X20)1.004.003.753/815.000.588.70VIGAS EN TRAGALUZ 6/7Ejes9,10/12,13 entre ejesC,DVA-01(20X20)2.004.003.401/227.201.0227.74VA-02(15X20)2.004.002.753/822.000.5812.76VIGAS EN TRAGALUZ 7Ejes13,14 entre ejes A,CVA-01(20X20)1.004.002.651/210.601.0210.81VA-02(15X20)1.004.002.653/810.600.586.15VA-02(15X20)2.004.001.353/810.800.586.26Metrado Total (KG)Desp. 10%2,417.15

03.04.01ACERO FY=4200 KG/CM2 PARA ESTRIBOS EN VIGASUnidad :M3DESCRIPCIONN VecesN ElementLong (m)MLKgParcialEje A-A ENTRE2EJE 1-21.0015.001.303/819.500.5811.311.7EJE 2-21.0013.001.303/816.900.589.801.2EJE 2-41.0011.001.303/814.300.588.292.3EJE 4-51.0016.001.303/820.800.5812.063.2EJE 5-61.0023.001.303/829.900.5817.342.05EJE 6-61.0015.001.303/819.500.5811.311.2EJE 6-71.0011.001.303/814.300.588.292.1EJE 7-91.0015.001.303/819.500.5811.313.2EJE 9-101.0023.001.303/829.900.5817.342.22EJE 10-101.0016.001.303/820.800.5812.061.2EJE 10-121.0011.001.303/814.300.588.292.23EJE 12-131.0016.001.303/820.800.5812.061.6EJE 13-141.0013.001.303/816.900.589.802.7EJE 15-161.0018.001.303/823.400.5813.571.86EJE 16-171.0014.001.303/818.200.5810.562.19EJE 17-181.0016.001.303/820.800.5812.06

Eje B-B ENTREEJE 13-141.0015.000.903/813.500.587.83

Eje C-C ENTRE2EJE 1-21.0015.001.303/819.500.5811.311.7EJE 2-21.0013.001.303/816.900.589.801.2EJE 2-41.0011.001.303/814.300.588.292.3EJE 4-51.0016.001.303/820.800.5812.063.2EJE 5-61.0021.001.303/827.300.5815.835.65EJE 6-91.0039.001.503/858.500.5833.933.2EJE 9-101.0021.001.303/827.300.5815.832.22EJE 10-101.0016.001.303/820.800.5812.061.2EJE 10-121.0011.001.303/814.300.588.292.23EJE 12-131.0016.001.303/820.800.5812.061.61EJE 13-141.0013.001.303/816.900.589.802.7EJE 15-161.0018.001.303/823.400.5813.571EJE 16-161.0010.001.303/813.000.587.540.65EJE 16-171.008.001.303/810.400.586.032EJE 17-181.0015.001.303/819.500.5811.31

Eje D-DENTRE2EJE 1-21.0015.001.303/819.500.5811.312.35EJE 2-31.0017.001.303/822.100.5812.822.45EJE 3-41.0017.001.303/822.100.5812.821.2EJE 4-51.0011.001.303/814.300.588.292.45EJE 5-61.0017.001.303/822.100.5812.822.6EJE 6-71.0018.001.303/823.400.5813.571.2EJE 7-81.0011.001.303/814.300.588.292.45EJE 8-91.0017.001.303/822.100.5812.823.55EJE 9-111.0025.001.303/832.500.5818.852.45EJE 11-121.0017.001.303/822.100.5812.821.2EJE 12-131.0011.001.303/814.300.588.292.45EJE 13-141.0017.001.303/822.100.5812.82

Eje F-FENTRE2EJE 1-21.0015.001.303/819.500.5811.312.35EJE 2-31.0017.001.303/822.100.5812.822.45EJE 3-41.0017.001.303/822.100.5812.821.2EJE 4-51.0011.001.303/814.300.588.292.45EJE 5-61.0017.001.303/822.100.5812.822.6EJE 6-71.0018.001.303/823.400.5813.571.2EJE 7-81.007.001.303/89.100.585.282.45EJE 8-91.0017.001.303/822.100.5812.821.7EJE 9-111.0015.001.303/819.500.5811.311.7EJE 11-111.0013.001.303/816.900.589.802.45EJE 11-121.0017.001.303/822.100.5812.821.2EJE 12-131.0011.001.303/814.300.588.292.45EJE 13-141.0017.001.303/822.100.5812.82

Eje E-EENTRE2.15EJE 1-21.0016.001.103/817.600.5810.212.35EJE 2-31.0017.001.103/818.700.5810.85

Ejes D-D/F-F/E-EENTRE2.7EJE 15-163.0018.001.303/870.200.5840.721.8EJE 16-173.0014.001.303/854.600.5831.67

Eje 1-1ENTRE2.48EJE A-B1.0017.001.303/822.100.5812.821.9EJE B-C1.0014.001.303/818.200.5810.562.5EJE C-D1.0017.001.303/822.100.5812.822.27EJE D-E1.0016.001.303/820.800.5812.062.1EJE E-F1.0015.001.303/819.500.5811.31


Eje 2-2ENTRE2.43EJE A-B1.0017.001.103/818.700.5810.851.85EJE B-C1.0014.001.103/815.400.588.93

Eje 3-3/9-9/11-11ENTRE2.18EJE D-E3.0016.001.103/852.800.5830.622.1EJE E-F3.0015.001.103/849.500.5828.71

Eje 4-4/5-5/7-7/8-8/12-12/13-13ENTRE4.68|EJE D-F6.0028.001.003/8168.000.5897.44

Eje 5-5/10-10/13-13ENTRE2.38EJE A-B1.0017.001.103/818.700.5810.851.9EJE B-C1.0014.001.103/815.400.588.93


Eje 9-9ENTRE2.38EJE A-B1.0017.001.103/818.700.5810.851.9EJE B-C1.0014.001.103/815.400.588.932.5V CHATAEJE C-D1.0017.001.203/820.400.5811.83

Eje 10-10/12-12ENTRE4.68V CHATAEJE D-F2.0028.001.003/856.000.5832.48


Eje 15-15ENTRE4.37EJE A-C1.0027.001.303/835.100.5820.362.5EJE C-D1.0017.001.303/822.100.5812.822.13EJE D-E1.0016.001.303/820.800.5812.060.85EJE D-E1.009.001.303/811.700.586.790.8EJE E-F1.009.001.403/812.600.587.31

Eje 16-16ENTRE4.37EJE A-C1.0031.001.303/840.300.5823.372.5V CHATAEJE C-D1.0017.001.003/817.000.589.863.28V CHATAEJE D-E1.0021.001.003/821.000.5812.180.8V CHATAEJE E-F1.009.001.003/89.000.585.22

Eje 17-17ENTRE2.5V CHATAEJE C-D1.0017.001.303/822.100.5812.823.28V CHATAEJE D-E1.0021.001.303/827.300.5815.830.8V CHATAEJE E-F1.009.001.303/811.700.586.79

Eje 18-18ENTRE4.38EJE A-C1.0031.001.403/843.400.5825.17

VIGAS EN TRAGALUZ 1Ejes2,2 entre ejesB,C0.6VA-02(15X20)1.007.000.701/40.200.251.7VA-02(15X20)2.0011.000.701/40.200.771.7VA(25X20)1.0011.000.901/40.200.50


VIGAS EN TRAGALUZ 3Ejes2,3 entre ejesD,E0.6VA-02(15X20)1.007.000.701/40.200.252.33VA-02(15X20)2.0014.000.701/40.200.98



VIGAS EN TRAGALUZ 6/7Ejes9,10/12,13 entre ejesC,D2.5VA-01(20X20)4.0015.000.801/40.202.401.95VA-02(15X20)4.0012.000.701/40.201.68

VIGAS EN TRAGALUZ 8Ejes13,14 entre ejes A,C1.75VA-01(20X20)1.0012.000.801/40.200.481.75VA-02(15X20)1.0012.000.701/40.200.420.6VA-02(15X20)2.007.000.701/40.200.49Metrado Total (M3)1,430.71

03.05.00LOSAS ALIGERADAS03.05.01CONCRETO EN LOSAS ALIGERADAS F'C= 210 KG/CM2Unidad :M303.05.02DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)ParcialEJE A-A/C-C ENTRE 16 Y 18Sala de estar/SSHH-V/SSHH-DVIGUETAS(0.10X0.15)1.0012.004.200.100.150.06LOSA MACISA (e=0.05m)1.001.004.684.200.050.98

EJE A-A/C-C ENTRE 15 Y 16PasadizoVIGUETAS(0.10X0.15)1.0012.002.700.100.150.49LOSA MACISA (e=0.05m)1.001.004.682.700.050.63EJE A-A/B-B ENTRE 13 Y 14S/N 1VIGUETAS(0.10X0.15)1.006.002.530.100.150.23LOSA MACISA (e=0.05m)1.001.002.532.255.69EJE A-A/C-C ENTRE 13 Y 10Habitacin 04 camasVIGUETAS(0.10X0.15)1.0015.004.680.100.151.05LOSA MACISA (e=0.05m)1.001.004.685.960.051.39

EJE A-A/C-C ENTRE 9 Y 10S/N 2VIGUETAS(0.10X0.15)1.009.004.680.100.150.63LOSA MACISA (e=0.05m)1.001.004.683.600.050.84

EJE A-A/C-C ENTRE 6 Y 90.00Estacin de enfermeraVIGUETAS(0.10X0.15)1.0015.004.680.100.151.05TRABAJO SUCIOLOSA MACISA (e=0.05m)1.001.004.685.650.051.32SSHH0.00TRABAJO LIMPIO0.00

EJE A-A/C-C ENTRE 2 Y 50.00TOPICOVIGUETAS(0.10X0.15)1.009.004.680.100.150.63LOSA MACISA (e=0.05m)1.001.004.683.350.050.78

EJE A-A/B-B ENTRE 2 Y 20.00SSHHVIGUETAS(0.10X0.15)1.005.002.580.100.15LOSA MACISA (e=0.05m)1.001.002.581.950.050.250.00EJE A-A/C-C ENTRE 1 Y 2SALA DE VACIOSVIGUETAS(0.10X0.15)1.006.004.680.100.150.42SSHH Y V.PLOSA MACISA (e=0.05m)1.001.004.682.150.050.50

EJE C-C /D-D ENTRE 15 Y 17S/NVIGUETAS(0.10X0.15)1.0012.002.500.100.150.45LOSA MACISA (e=0.05m)1.001.004.502.500.050.56

EJE D-D/E-E ENTRE 1 Y 2CUARTO SEPTICOVIGUETAS(0.10X0.15)1.006.002.270.100.150.20LOSA MACISA (e=0.05m)1.001.002.272.150.050.24

EJE D-D/D-D ENTRE 2 Y 2ROPA SUCIAVIGUETAS(0.10X0.15)1.006.001.580.100.150.14LOSA MACISA (e=0.05m)1.001.002.351.580.050.19

EJE E-E/F-F ENTRE 1 Y 2RESIDUOSVIGUETAS(0.10X0.15)1.006.002.100.100.150.19LOSA MACISA (e=0.05m)1.001.002.152.100.050.23

EJE E-E/F-F ENTRE 2 Y 3SSHHVIGUETAS(0.10X0.15)1.006.002.100.100.150.19LOSA MACISA (e=0.05m)1.001.002.352.100.050.25

EJE D-D/F-F ENTRE 3 Y 6HABITACION 04 CAMASVIGUETAS(0.10X0.15)1.0016.004.680.100.151.12LOSA MACISA (e=0.05m)1.001.006.404.680.051.50


EJE D-D/F-F ENTRE 9 Y 11AREA DE CAMILLAVIGUETAS(0.10X0.15)1.009.004.680.100.150.63SSHH 1 Y 2LOSA MACISA (e=0.05m)1.001.004.683.550.050.83


EJE D-D/E'-E' ENTRE 15-17OFICINA MEDICAVIGUETAS(0.10X0.15)1.0012.003.430.100.150.62LOSA MACISA (e=0.05m)1.001.004.453.430.050.76

EJE E'-E'/F-F ENTRE 15-17SS-HHVIGUETAS(0.10X0.15)1.0012.000.950.100.150.17LOSA MACISA (e=0.05m)1.001.004.750.950.050.23


ENCOFRADO Y DESENCOFRADO EN LOSAS ALIGERADASUnidad :M2DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)ParcialEJE A-A/C-C ENTRE 16 Y 18Sala de estar/SSHH-V/SSHH-DAREA PROYECTADA1.001.004.684.2019.66

EJE A-A/C-C ENTRE 15 Y 16PasadizoAREA PROYECTADA1.001.004.682.7012.64

EJE A-A/B-B ENTRE 13 Y 14S/N 1AREA PROYECTADA1.001.002.532.255.69

EJE A-A/C-C ENTRE 13 Y 10Habitacin 04 camasAREA PROYECTADA1.001.004.685.9627.89

EJE A-A/C-C ENTRE 9 Y 10S/N 2AREA PROYECTADA1.001.004.683.6016.85

EJE A-A/C-C ENTRE 6 Y 9Estacin de enfermeraAREA PROYECTADA1.001.004.685.6526.44TRABAJO SUCIOSSHHTRABAJO LIMPIO

EJE A-A/C-C ENTRE 2 Y 5TOPICOAREA PROYECTADA1.001.004.683.3515.68

EJE A-A/B-B ENTRE 2 Y 2SSHHAREA PROYECTADA1.001.002.581.955.03

EJE A-A/C-C ENTRE 1 Y 2SALA DE VACIOSAREA PROYECTADA1.001.004.682.1510.06SSHH Y V.P

EJE C-C /D-D ENTRE 15 Y 17S/NAREA PROYECTADA1.001.004.502.5011.25

EJE D-D/E-E ENTRE 1 Y 2CUARTO SEPTICOAREA PROYECTADA1.001.002.272.154.88

EJE D-D/D-D ENTRE 2 Y 2ROPA SUCIAAREA PROYECTADA1.001.002.351.583.71

EJE E-E/F-F ENTRE 1 Y 2RESIDUOSAREA PROYECTADA1.001.002.152.104.52

EJE E-E/F-F ENTRE 2 Y 3SSHHAREA PROYECTADA1.001.002.352.104.94

EJE D-D/F-F ENTRE 3 Y 6HABITACION 04 CAMASAREA PROYECTADA1.001.006.404.6829.95

EJE D-D/F-F ENTRE 6 Y 9HABITACION 04 CAMASAREA PROYECTADA1.001.006.404.6829.95

EJE D-D/F-F ENTRE 9 Y 11AREA DE CAMILLAAREA PROYECTADA1.001.004.683.5516.61SSHH 1 Y 2

EJE D-D/F-F ENTRE 11 Y 140.00HABITACION 04 CAMASAREA PROYECTADA1.001.006.404.6829.95

EJE D-D/E'-E' ENTRE 15-17OFICINA MEDICAAREA PROYECTADA1.001.004.453.4315.26

EJE E'-E'/F-F ENTRE 15-17SS-HHAREA PROYECTADA1.001.004.750.954.51Metrado Total (M2)295.4803.05.04ACERO FY=4200 KG/CM2Unidad :KGDESCRIPCIONN VecesN ElementLong (m)MLKgParcialEJE A-A/C-C ENTRE 15 Y 18Sala de estar/SSHH-V/SSHH-DACERO DE VIGUETASbaston 1 superior1.0012.001.653/819.800.5811.48baston 2 superior1.0012.004.601/255.201.0256.30longitudinal superior1.0012.008.053/896.600.5856.03longitudinal inferior1.0012.008.051/296.601.0298.53adicional inferior1.0012.002.603/831.200.5818.10(Acero de temperatura)1.0017.004.681/479.560.2519.89

EJE A-A/B-B ENTRE 13 Y 14S/N 10.00longitudinal superior1.005.003.331/216.651.0216.98longitudinal inferior1.005.003.331/216.651.0216.98(Acero de temperatura)1.0011.001.751/419.250.254.81

EJE A-A/C-C ENTRE 13 Y 10Habitacin 04 camasbaston 1 superior1.0015.001.651/224.751.0225.25baston 2 superior1.0015.001.751/426.250.256.56longitudinal inferior1.0015.005.671/285.051.0286.75adicional inferior1.0015.003.081/246.201.0247.12(Acero de temperatura)1.0019.007.001/4133.000.2533.25

EJE A-A/C-C ENTRE 9 Y 10S/N 2baston 1 superior1.009.001.651/214.851.0215.15baston 2 superior1.009.001.751/415.750.253.94longitudinal inferior1.009.005.671/251.031.0252.05adicional inferior1.009.003.081/227.721.0228.27(Acero de temperatura)1.0019.003.201/460.800.2515.20

EJE A-A/C-C ENTRE 9' Y 6Estacin de enfermeraTRABAJO SUCIObaston 1 superior1.0015.001.651/224.751.0225.25SSHHbaston 2 superior1.0015.001.751/426.250.256.56TRABAJO LIMPIOlongitudinal inferior1.0015.005.671/285.051.0286.75adicional inferior1.0015.003.081/246.201.0247.12(Acero de temperatura)1.0019.005.651/4107.350.2526.84

EJE A-A/C-C ENTRE 5 y 6TOPICObaston 1 superior1.009.001.651/214.851.0215.15baston 2 superior1.009.001.751/415.750.253.94longitudinal inferior1.009.005.671/251.031.0252.05adicional inferior1.009.003.081/227.721.0228.27(Acero de temperatura)1.0019.003.351/463.650.2515.91

EJE A-A/C-C ENTRE 2 y 5HABITACIONES DOBLESbaston 1 superior1.0011.001.651/218.151.0218.51baston 2 superior1.0011.001.751/419.250.254.81longitudinal inferior1.0011.005.671/262.371.0263.62adicional inferior1.0011.003.081/233.881.0234.56(Acero de temperatura)1.0019.004.051/476.950.2519.24

EJE A-A/B-B ENTRE 2 Y 2SSHHlongitudinal superior1.005.003.481/217.401.0217.75longitudinal inferior1.005.003.481/217.401.0217.75(Acero de temperatura)1.0011.001.701/418.700.254.68

EJE A-A/C-C ENTRE 1 Y 2SALA DE VACIOSbaston 1 superior1.006.001.651/29.901.0210.10SSHH Y V.Pbaston 2 superior1.006.001.751/210.501.0210.71longitudinal inferior1.006.005.681/234.081.0234.76adicional inferior1.006.003.081/218.481.0218.85(Acero de temperatura)1.0019.002.151/440.850.2510.21

EJE C-C /F-F ENTRE 15 Y 17OFICINA MEDICA Y S/Nbaston 1 superior1.0012.002.801/233.601.0234.27balancin superior1.0012.002.051/224.601.0225.09longitudinal superior1.0012.008.421/2101.041.02103.06longitudinal inferior1.0012.008.421/2101.041.02103.06(Acero de temperatura)1.0019.004.751/490.250.2522.56

EJE D-D/F-F ENTRE 1 Y 2CUARTO SEPTICOlongitudinal superior1.006.005.551/233.301.0233.97RESIDUOSlongitudinal inferior1.006.005.551/233.301.0233.97(Acero de temperatura)1.0012.002.151/425.800.256.45

EJE D-D/F-F ENTRE 2 Y 3ROPA SUCIAlongitudinal superior1.006.005.551/20.151.022.55SSHHlongitudinal inferior1.006.005.551/20.051.020.85(Acero de temperatura)1.0010.002.351/423.500.255.88

EJE D-D/F-F ENTRE 3 Y 6HABITACION 04 CAMASbaston 1 superior1.0016.001.651/426.400.256.60baston 1 inferior1.0016.001.651/226.401.0226.93longitudinal superior1.0016.005.581/289.281.0291.07adicional inferior1.0016.003.081/249.281.0250.27(Acero de temperatura)1.0012.007.001/484.000.2521.00

EJE D-D/F-F ENTRE 6 Y 9HABITACION 04 CAMASbaston 1 superior1.0016.001.651/426.400.256.60baston 1 inferior1.0016.001.651/226.401.0226.93longitudinal superior1.0016.005.581/289.281.0291.07adicional inferior1.0016.003.081/249.281.0250.27(Acero de temperatura)1.0012.006.401/476.800.2519.20

EJE D-D/F-F ENTRE 9 Y 11AREA DE CAMILLAbaston 1 superior1.009.001.651/414.850.253.71SSHH 1 Y 2baston 1 inferior1.009.001.651/214.851.0215.15longitudinal superior1.009.005.581/250.221.0251.22adicional inferior1.009.003.081/227.721.0228.27(Acero de temperatura)1.0012.003.551/442.600.2510.65

EJE D-D/F-F ENTRE 11 Y 14HABITACION 04 CAMASbaston 1 superior1.0016.001.651/426.400.256.60baston 1 inferior1.0016.001.651/226.401.0226.93longitudinal superior1.0016.005.581/289.281.0291.07adicional inferior1.0016.003.081/249.281.0250.27(Acero de temperatura)1.0012.006.401/476.800.2519.20Metrado Total (KG)Desp. 10%2,250.72

03.06.00LADRILLO DE ARCILLA 15X30X30 CM PARA LOSA ALIGERADAUnidad :UND03.06.01DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)ParcialEJE A-A/C-C ENTRE 16 Y 18Sala de estar/SSHH-V/SSHH-D(8.33 ladrillos xm2)1.008.334.684.20164.00

EJE A-A/C-C ENTRE 15 Y 16Pasadizo(8.33 ladrillos xm2)1.008.334.682.70106.00

EJE A-A/B-B ENTRE 13 Y 14S/N 1(8.33 ladrillos xm2)1.008.332.532.2548.00

EJE A-A/C-C ENTRE 13 Y 10Habitacin 04 camas(8.33 ladrillos xm2)1.008.334.685.96233.00

EJE A-A/C-C ENTRE 9 Y 10S/N 2(8.33 ladrillos xm2)1.008.334.683.60141.00

EJE A-A/C-C ENTRE 6 Y 9Estacin de enfermera(8.33 ladrillos xm2)1.008.334.685.65221.00TRABAJO SUCIOSSHHTRABAJO LIMPIO

EJE A-A/C-C ENTRE 2 Y 5TOPICO(8.33 ladrillos xm2)1.008.334.683.35131.00

EJE A-A/B-B ENTRE 2 Y 2SSHH(8.33 ladrillos xm2)1.008.332.581.9542.00

EJE A-A/C-C ENTRE 1 Y 2SALA DE VACIOS(8.33 ladrillos xm2)1.008.334.682.1584.00SSHH Y V.P

EJE C-C /D-D ENTRE 15 Y 17S/N(8.33 ladrillos xm2)1.008.334.502.5094.00

EJE D-D/E-E ENTRE 1 Y 2CUARTO SEPTICO(8.33 ladrillos xm2)1.008.332.272.1541.00

EJE D-D/D-D ENTRE 2 Y 2ROPA SUCIA(8.33 ladrillos xm2)1.008.332.351.5831.00

EJE E-E/F-F ENTRE 1 Y 2RESIDUOS(8.33 ladrillos xm2)1.008.332.152.1038.00

EJE E-E/F-F ENTRE 2 Y 3SSHH(8.33 ladrillos xm2)1.008.332.352.1042.00

EJE D-D/F-F ENTRE 3 Y 6HABITACION 04 CAMAS(8.33 ladrillos xm2)1.008.336.404.68250.00


EJE D-D/F-F ENTRE 9 Y 11AREA DE CAMILLA(8.33 ladrillos xm2)1.008.334.683.55139.00SSHH 1 Y 2


EJE D-D/E'-E' ENTRE 15-17OFICINA MEDICA(8.33 ladrillos xm2)1.008.334.453.43128.00

EJE E'-E'/F-F ENTRE 15-17SS-HH(8.33 ladrillos xm2)1.008.334.750.9538.00Metrado Total (M2)2,471.00

03.05.00LOSAS MACIZA (e=0.20m)03.05.01CONCRETO EN LOSAS MACIZAS F'C= 210 KG/CM2Unidad :M303.05.02DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)ParcialEJE B-B/C-C ENTRE 13 Y 141.001.001.901.750.200.67EJE C-C/D-D ENTRE 1 Y 21.001.002.502.000.201.00EJE C-C/D-D ENTRE 2 Y 2'2.001.001.950.600.200.47EJE C-C/D-D ENTRE 2 Y 4'1.001.003.242.500.201.62EJE C-C/D-D ENTRE 4' Y 62.001.001.950.650.200.511.001.002.501.710.200.86EJE C-C/D-D ENTRE 6 Y 92.001.002.850.650.200.741.001.002.501.230.200.621.001.002.501.180.200.59EJE C-C/D-D ENTRE 9 Y 144.001.001.950.650.201.011.001.002.501.850.200.931.001.003.242.500.201.621.001.002.502.200.201.10EJE D-D/E-E ENTRE 2 Y 32.001.000.700.600.200.17

LOSA MACIZA DE ZONA DE INGRESOEJE 15-161.001.002.701.930.201.04


03.05.01ENCOFRADO Y DESENCOFRADO Unidad :M2DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)ParcialEJE B-B/C-C ENTRE 13 Y 14AREA PROYECTADA1.001.001.901.753.33EJE C-C/D-D ENTRE 1 Y 2AREA PROYECTADA1.001.002.502.005.00EJE C-C/D-D ENTRE 2 Y 2'AREA PROYECTADA2.001.001.950.602.34EJE C-C/D-D ENTRE 2 Y 4'AREA PROYECTADA1.001.003.242.508.10EJE C-C/D-D ENTRE 4' Y 6AREA PROYECTADA2.001.001.950.652.541.001.002.501.714.28EJE C-C/D-D ENTRE 6 Y 9AREA PROYECTADA2.001.002.850.653.711.001.002.501.233.081.001.002.501.182.95EJE C-C/D-D ENTRE 9 Y 14AREA PROYECTADA4.001.001.950.655.071.001.002.501.854.631.001.003.242.508.101.001.002.502.205.50EJE D-D/E-E ENTRE 2 Y 3AREA PROYECTADA2.001.000.700.600.840.00LOSA MACIZA DE ZONA DE INGRESOEJE 15-161.001.002.701.935.210.00Metrado Total (M2)64.65

03.05.04ACERO FY=4200 KG/CM2Unidad :KGDESCRIPCIONN VecesN ElementLong (m)MLKgParcialLOSA MACISA DE e=0.20mACERO EN DOS MALLASEJE B-B/C-C ENTRE 13 Y 14paralelo a eje 1-1SUPERIOR1.009.002.751/224.751.0225.25paralelo a eje 1-1INFERIOR1.009.002.751/224.751.0225.25paralelo a eje A-ASUPERIOR1.0010.002.651/226.501.0227.03paralelo a eje A-AINFERIOR1.0010.002.651/226.501.0227.03

EJE B-B/C-C ENTRE 2 Y 2paralelo a eje 1-1SUPERIOR1.009.002.831/225.471.0225.98paralelo a eje 1-1INFERIOR1.009.002.831/225.471.0225.98paralelo a eje A-ASUPERIOR1.0010.003.001/230.001.0230.60paralelo a eje A-AINFERIOR1.0010.002.601/226.001.0226.52

EJE C-C/D-D ENTRE 1 Y 2paralelo a eje A-ASUPERIOR1.0013.003.301/242.901.0243.76paralelo a eje A-AINFERIOR1.0013.003.101/240.301.0241.11paralelo a eje 1-1SUPERIOR1.0010.003.801/238.001.0238.76paralelo a eje 1-1INFERIOR1.0010.003.401/234.001.0234.68

EJE C-C/D-D ENTRE 2 Y 2'paralelo a eje A-ASUPERIOR2.004.003.351/226.801.0227.34paralelo a eje A-AINFERIOR2.004.002.951/223.601.0224.07paralelo a eje 1-1SUPERIOR2.0010.001.651/233.001.0233.66paralelo a eje 1-1INFERIOR2.0010.001.451/229.001.0229.58EJE C-C/D-D ENTRE 2 Y 4'paralelo a eje A-ASUPERIOR1.0013.004.441/257.721.0258.87paralelo a eje A-AINFERIOR1.0013.004.041/252.521.0253.57paralelo a eje 1-1SUPERIOR1.0017.003.801/264.601.0265.89paralelo a eje 1-1INFERIOR1.0017.003.401/257.801.0258.96EJE C-C/D-D ENTRE 4' Y 5paralelo a eje A-ASUPERIOR2.0010.003.151/263.001.0264.26paralelo a eje A-AINFERIOR2.0010.002.751/255.001.0256.10paralelo a eje 1-1SUPERIOR2.004.001.651/213.201.0213.46paralelo a eje 1-1INFERIOR2.004.001.451/211.601.0211.83EJE C-C/D-D ENTRE 5'' Y 6paralelo a eje A-ASUPERIOR1.0010.002.931/229.301.0229.89paralelo a eje A-AINFERIOR1.0010.002.731/227.301.0227.85paralelo a eje 1-1SUPERIOR1.004.004.001/216.001.0216.32paralelo a eje 1-1INFERIOR1.004.003.401/213.601.0213.87EJE C-C/D-D ENTRE 6 Y 9paralelo a eje A-ASUPERIOR1.007.007.251/250.751.0251.77SUPERIOR1.006.002.381/214.281.0214.57SUPERIOR1.006.002.401/214.401.0214.69paralelo a eje A-AINFERIOR1.0013.006.851/289.051.0290.83INFERIOR1.0013.001.981/225.741.0226.25INFERIOR1.0015.002.001/230.001.0230.60paralelo a eje 1-1SUPERIOR1.0013.003.801/249.401.0250.39SUPERIOR2.0015.001.651/249.501.0250.49paralelo a eje 1-1INFERIOR1.0013.003.401/244.201.0245.08INFERIOR2.0015.001.451/243.501.0244.37

EJE C-C/D-D ENTRE 9 Y 14paralelo a eje A-ASUPERIOR1.007.0013.451/294.151.0296.03SUPERIOR1.006.003.061/218.361.0218.73SUPERIOR1.006.004.041/224.241.0224.72SUPERIOR1.006.003.051/218.301.0218.67paralelo a eje A-AINFERIOR1.007.0013.051/291.351.0293.18INFERIOR1.006.002.861/217.161.0217.50INFERIOR1.006.004.041/224.241.0224.72INFERIOR1.006.003.051/218.301.0218.67

paralelo a eje 1-1SUPERIOR1.0037.003.801/2140.601.02143.41SUPERIOR2.0020.001.651/266.001.0267.32SUPERIOR2.0020.001.651/266.001.0267.32

paralelo a eje 1-1INFERIOR1.0037.003.401/2125.801.02128.32INFERIOR2.0020.001.451/258.001.0259.16INFERIOR2.0020.001.451/258.001.0259.16

LOSA MACIZA DE ZONA DE INGRESOEJE 15-16ACERO EN UNA MALLAparalelo a eje A-A1.0010.003.203/832.000.5818.56paralelo a eje 1-11.0014.002.633/836.820.5821.36Metrado Total (KG)2,253.32LAVADERO DE CONCRETOCONCRETO F'C= 175 KG/CM2Unidad :M3DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)ParcialLAVADERO 1pantalla (e=0.10)111.40.10.90.13losa(e=0.10)110.750.450.10.03LAVADERO 2pantalla (e=0.10)110.850.10.60.05losa(e=0.10)110.850.450.10.04Metrado Total ( M3)0.25

ENCOFRADO Y DESENCOFRADO Unidad :M2DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)ParcialLAVADERO 1pantalla (e=0.10)121.40.91.26losa(e=0.10)110.750.450.34LAVADERO 2pantalla (e=0.10)120.850.60.51losa(e=0.10)110.850.450.38Metrado Total (M2)2.49

ACERO FY=4200 KG/CM2Unidad :KGDESCRIPCIONN VecesN ElementLong (m)MLKgParcialLAVADERO 1pantalla (acero horizontal)161.43/88.400.5815.35pantalla (acero vertical)11013/810.000.5821.75losa (acero horizontal)160.553/83.300.582.37losa (acero vertical)140.853/83.400.582.51LAVADERO 2pantalla (acero horizontal)140.853/83.400.582.51pantalla (acero vertical)160.63/83.600.582.82losa (acero horizontal)160.453/82.700.581.59losa (acero vertical)130.853/82.550.581.41Metrado Total (KG)Desp. 10%97.86

RAMPA DE CONCRETO ARMADOCONCRETO F'C= 175KG/CM2Unidad :M3DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)Parcialseccion rectangular del centro(e=0.10)111.82.70.10.49seccion trapezoidal en los extremos120.252.70.150.20Metrado Total ( M3)0.69

ENCOFRADO Y DESENCOFRADO Unidad :M2DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)Parcialseccion rectangular del centro(e=0.10)121.80.10.36seccion trapezoidal en los extremos140.250.150.15Metrado Total (M2)0.51

ACERO FY=4200 KG/CM2Unidad :KGDESCRIPCIONN VecesN ElementLong (m)MLKgParcialuna sola malla (acero horizontal)192.33/820.700.5893.20 (acero transverzal)1121.83/821.600.58101.48Metrado Total (KG)Desp. 10%97.86

10.PLANILLA_DE_ESTRUCTURAS(2222333)[1]

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