MET. ESTRUCTURA

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-011.0027.001.401.401.5079.38Z-021.0015.001.201.201.5032.40Z-031.0011.001.402.601.5060.06Z-041.001.002.901.401.506.09Z-051.002.002.101.251.507.88Z-061.001.003.051.251.505.72Z-071.002.001.501.101.504.95Z-081.001.002.002.001.506.00Z-091.002.001.601.301.506.24Z-101.001.002.001.651.504.95Z-111.001.007.652.301.5026.39Metrado Total (M2)240.06

01.01.02EXCAVACION PARA CIMIENTOSUnidad :M3DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)ParcialExcavacion para cimientos corridosSala de estarcorte1-11.001.001.870.501.000.943-31.001.000.480.501.000.244-41.001.002.250.251.000.56

Pasadizo4-41.001.000.950.251.000.245-51.001.001.870.501.000.94S/N 1

5-51.001.004.100.501.002.053-31.001.001.760.501.000.88

Habitacin 04 camas3-31.001.004.440.501.002.222-21.001.002.560.501.001.28

S/N 22-21.001.002.200.501.001.103-31.001.003.960.501.001.98

Estacin de enfermera3-31.001.000.930.501.000.474-41.001.004.650.251.001.16TRABAJO SUCIO2-21.001.001.380.501.000.696-61.001.004.050.601.002.43SSHH2-21.001.000.750.501.000.386-61.001.001.580.601.000.956'-6'1.001.001.350.601.000.81TRABAJO LIMPIO6'-6'1.001.001.830.601.001.103-31.001.000.830.501.000.42Topico 12-21.001.002.200.501.001.103-31.001.003.960.501.001.98Habiotacin doble2-21.001.001.500.501.000.753-31.001.003.240.501.001.62Servicios higinicos y limpieza2-21.001.000.680.501.000.346-6 divisin1.001.000.750.601.000.453-31.001.002.460.501.001.23Sala de vacos y SS.HH V.P1-11.001.001.760.501.000.882-21.001.000.430.501.000.224-4 1.001.000.400.251.000.106-6 divisin1.001.002.150.601.001.29S/N 34-41.001.000.900.251.000.234'-4'1.001.001.380.251.000.353-31.001.000.080.501.000.04S/N 45'-5'1.001.002.500.251.000.634-41.001.001.350.251.000.343-31.001.001.350.501.000.68S/N 55'-5'1.001.001.350.251.000.344-41.001.001.930.251.000.483-31.001.001.050.501.000.53S/N 64-41.001.001.350.251.000.34Pasadizo3-31.001.001.550.251.000.394-41.001.001.930.251.000.484-4 A1.001.001.050.251.000.26S/N 74-41.001.003.430.251.000.863-31.001.000.700.501.000.35S/N 84-41.001.001.350.251.000.343-31.001.002.550.501.001.28Pasadizo3-31.001.004.380.501.002.194-41.001.001.380.251.000.35S/N 94-41.001.000.420.251.000.114'-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)63.88

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 zapatas240.06cimientos63.88303.93725relleno18.26

Metrado Total (M3)351.3902.00.00CONCRETO 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-011.0027.001.401.400.3015.88Z-021.0015.001.201.200.306.48Z-031.0011.001.402.600.3012.01Z-041.001.002.901.400.301.22Z-051.002.002.101.250.301.58Z-061.001.003.051.250.301.14Z-071.002.001.501.100.300.99Z-081.001.002.002.000.301.20Z-091.002.001.601.300.301.25Z-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

Metrado Total ()28.91

02.03.00SOBRECIMIENTOS CONCRETO C:H 1:8 +25% PMUnidad :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 2-2entre EJESCORTE3-3A-B1.001.002.450.250.500.31CORTE3-3B-C1.001.001.850.250.500.23CORTE3-3D-E1.001.002.230.250.500.28CORTE3-3E-F1.001.002.050.250.500.26

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 6-6entre EJESCORTE3-3A-B1.001.002.380.250.500.30CORTE3-3B-C1.001.001.900.250.500.24CORTE3-3D-E1.001.002.180.250.500.27CORTE3-3E-F1.001.002.100.250.500.26

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 8-8entre EJESCORTE3-3A-B1.001.002.380.250.500.30CORTE3-3B-C1.001.001.900.250.500.24

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

EJE 10-10entre EJESCORTE3-3A-B1.001.002.380.250.500.30CORTE3-3B-C1.001.001.900.250.500.24

EJE 13-13entre EJESCORTE3-3A-B1.001.001.580.250.500.20CORTE3-3B-C1.001.001.900.250.500.24

EJE 14-14entre EJESCORTE5-5A-B1.001.002.480.250.500.31CORTE5-5B-C1.001.001.900.250.500.24CORTE5-5D-E1.001.002.180.250.500.27CORTE5-5E-F1.001.002.100.250.500.26

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

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 EN ZAPATASUnidad :M3DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)ParcialZ-011.0027.001.401.400.5026.46Z-021.0015.001.201.200.5010.80Z-031.0011.001.402.600.5020.02Z-041.001.002.901.400.502.03Z-051.002.002.101.250.502.63Z-061.001.003.051.250.501.91Z-071.002.001.501.100.501.65Z-081.001.002.002.000.502.00Z-091.002.001.601.300.502.08Z-101.001.002.001.650.501.65Z-111.001.007.652.300.508.80Metrado Total (M3)80.02

03.01.02ACERO FY=4200 KG/CM2Unidad :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 CIMENTACION03.02.01CONCRETO EN VIGA DE CIMENTACION F'C=210 KG/CM2Unidad :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 1,142.001.0026.290.5026.2926.29Eje C-C, entre ejes 1,142.001.0026.510.5026.5126.51Eje D-D, entre ejes 1,142.001.0026.350.5026.3526.35Eje F-F, entre ejes 1,142.001.0026.200.5026.226.20

Eje A-A, entre ejes 15,182.001.006.900.506.96.90Eje C-C, entre ejes 15,182.001.006.790.506.796.7900.00Eje D-D, entre ejes 15,172.001.004.500.504.54.50Eje A-A, entre ejes 15,172.001.004.500.504.54.50Eje F-F, entre ejes 15,172.001.004.500.504.54.50

Eje 1-1, entre ejes A,F2.001.0011.350.5011.3511.35Eje 2-2, entre ejes A,F2.001.0011.500.5011.511.50Eje 2-2, entre ejes A,C2.001.004.280.504.284.28Eje 3-3, entre ejes D,F2.001.004.280.504.284.28Eje 5-5, entre ejes A,C2.001.004.380.504.384.38Eje 6-6, entre ejes A,F2.001.0011.060.5011.0611.06Eje 8-8, entre ejes A,D2.001.006.780.506.786.78Eje 9-9, entre ejes D,F2.001.004.280.504.284.28Eje 10-10, entre ejes A,D2.001.006.780.506.786.78Eje 11-11, entre ejes D,F2.001.004.280.504.284.28Eje 12-12, entre ejes CD2.001.002.500.502.52.50Eje 13-13, entre ejes AD2.001.006.780.506.786.78Eje 14-14, entre ejes AF2.001.0011.160.5011.1611.16Eje 15-15, entre ejes AF2.001.0010.800.5010.810.80Eje 16-16, entre ejes AF2.001.0010.960.5010.9610.96Eje 17-17, entre ejes CF2.001.006.580.506.586.58Eje 18-18, entre ejes AC2.001.004.380.504.384.38Metrado 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

03.03.00COLUMNAS03.03.01CONCRETO EN COLUMNAS F'C=210 KG/CM2Unidad :M3DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)ParcialEje A entre ejes 1,18C-1 ( 0.25x0.40)1.0012.000.400.254.054.86C-2 ( 0.25x0.30)1.004.000.300.254.051.22C-3 ( 0.15x0.35)1.005.000.350.154.051.06Eje B entre ejes 1,1811C-1 ( 0.25x0.40)1.004.000.400.254.051.62C-2 ( 0.25x0.30)1.005.000.300.254.051.52Eje C entre ejes 1,18C-1 ( 0.25x0.40)1.0012.000.400.254.054.86C-2 ( 0.25x0.30)1.004.000.300.254.051.22C-3 ( 0.15x0.35)1.001.000.350.154.050.21Eje D entre ejes 1,18C-1 ( 0.25x0.40)1.009.000.400.254.053.65C-2 ( 0.25x0.30)1.007.000.300.254.052.13Eje E entre ejes 1,17C-1 ( 0.25x0.40)1.004.000.400.254.051.62C-2 ( 0.25x0.30)1.004.000.300.254.051.22Eje Eentre ejes 1,17C-2 ( 0.25x0.40)1.003.000.400.254.051.22Eje F entre ejes 1,17C-1 ( 0.25x0.40)1.009.000.400.254.053.65C-2 ( 0.25x0.30)1.007.000.300.254.052.13C-3 ( 0.15x0.35)1.001.000.350.154.050.21COLUMNAS CIRCUNDATE A LA RAMPAC-4(0.15X0.25)1.004.000.250.154.050.61Metrado Total (M3)34.63

03.03.02ENCOFRADO Y DESENCOFRADO EN COLUMNASUnidad :M2DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)ParcialEje A entre ejes 1,18C-1 ( 0.25x0.40)largo2.0012.000.404.0538.88ancho2.0012.000.254.0524.30C-2 ( 0.25x0.30)largo2.004.000.304.059.72ancho2.004.000.254.058.10C-3 ( 0.15x0.35)largo2.005.000.354.0514.18ancho2.005.000.154.056.08Eje B entre ejes 1,18C-1 ( 0.25x0.40)largo2.004.000.404.0512.96ancho2.004.000.254.058.10C-2 ( 0.25x0.30)largo2.005.000.304.0512.15ancho2.005.000.254.0510.13Eje C entre ejes 1,18C-1 ( 0.25x0.40)largo2.0012.000.404.0538.88ancho2.0012.000.254.0524.30C-2 ( 0.25x0.30)largo2.004.000.304.059.72ancho2.004.000.254.058.10C-3 ( 0.15x0.35)largo2.001.000.354.052.84ancho2.001.000.154.051.22Eje D entre ejes 1,18C-1 ( 0.25x0.40)largo2.009.000.404.0529.16ancho2.009.000.254.0518.23C-2 ( 0.25x0.30)largo2.007.000.304.0517.01ancho2.007.000.254.0514.18Eje E entre ejes 1,14C-1 ( 0.25x0.40)largo2.004.000.404.0512.96ancho2.004.000.254.058.10C-2 ( 0.25x0.30)largo2.004.000.304.059.72ancho2.004.000.254.058.10Eje Eentre ejes 1,17C-2 ( 0.25x0.40)largo2.003.000.404.059.72ancho2.003.000.254.056.08Eje F entre ejes 1,14C-1 ( 0.25x0.40)largo2.009.000.404.0529.16ancho2.009.000.254.0518.23C-2 ( 0.25x0.30)largo2.007.000.304.0517.01ancho2.007.000.254.0514.18C-3 ( 0.15x0.35)largo2.001.000.354.052.84ancho2.001.000.154.051.22COLUMNAS CIRCUNDATE A LA RAMPAC-4 (0.15X0.25)largo2.004.000.254.058.10ancho2.004.000.154.054.86Metrado Total (M2)481.38

03.03.03CONCRETO EN COLUMNETAS F'C=210 KG/CM2Unidad :M3DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)ParcialEje A' entre ejes 1,18CA-1 ( 0.15x0.25)1.003.000.250.154.050.46CA-2 ( 0.15x0.25)1.002.000.250.154.050.30Eje E entre ejes 1,17CA-1 ( 0.15x0.25)1.002.000.250.154.050.30Metrado Total (M3)1.11

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)largo2.003.000.254.056.08ancho1.003.000.154.051.82CA-2 ( 0.15x0.25)largo2.002.000.254.054.05ancho1.002.000.154.051.22Eje E entre ejes 1,17CA-1 ( 0.15x0.25)largo2.002.000.254.054.05ancho1.002.000.154.051.22Metrado Total (M2)19.35

03.03.04ACERO FY=4200 KG/CM2 PARA REFUERZOSUnidad :KGDESCRIPCIONN VecesN ElementLong (m)MLKgParcialEje A entre ejes 1,18C-1 ( 0.25x0.40)12.008.006.805/8652.801.61,044.48C-2 ( 0.25x0.30)4.004.006.805/8108.801.6174.084.004.006.801/2108.801.02110.98C-3 ( 0.15x0.35)5.006.006.801/2204.001.02208.08Eje B entre ejes 1,18C-1 ( 0.25x0.40)4.008.006.805/8217.601.6348.16C-2 ( 0.25x0.30)5.004.006.805/8136.001.6217.605.004.006.801/2136.001.02138.72CA-1 ( 0.15x0.25)2.004.004.053/832.400.5818.79CA-2 ( 0.15x0.25)2.004.004.053/832.400.5818.79Eje C entre ejes 1,18C-1 ( 0.25x0.40)12.008.006.805/8652.801.61,044.48C-2 ( 0.25x0.30)4.004.006.805/8108.801.6174.084.004.006.801/2108.80C-3 ( 0.15x0.35)1.006.006.801/240.801.0241.62Eje D entre ejes 1,18C-1 ( 0.25x0.40)9.008.006.805/8489.601.6783.36C-2 ( 0.25x0.30)7.004.006.805/8190.401.6304.647.004.006.801/2190.401.02194.21Eje E entre ejes 1,17C-1 ( 0.25x0.40)4.008.006.805/8217.601.6348.16C-2 ( 0.25x0.30)4.004.006.805/8108.801.6174.084.004.006.801/2108.801.02110.98CA-1 ( 0.15x0.25)2.004.004.553/836.400.5821.11Eje E entre ejes 1,17C-2 ( 0.25x0.40)3.004.006.805/881.601.6130.563.004.006.801/281.601.0283.23Eje F entre ejes 1,17C-1 ( 0.25x0.40)9.008.006.805/8489.601.6783.36C-2 ( 0.25x0.30)7.004.006.805/8190.401.6304.647.004.006.801/2190.401.02194.21C-3 ( 0.15x0.35)1.006.006.801/240.801.0241.62COLUMNAS CIRCUNDATE A LA RAMPAC-4(0.15X0.25)4.004.004.051/264.801.0266.10Metrado Total (KG)Desp. 10%7,788.11

03.03.04ACERO FY=4200 KG/CM2 PARA ESTRIBOSUnidad :KGDESCRIPCIONN VecesN ElementLong (m)MLKgParcialEje A entre ejes 1,18C-1 ( 0.25x0.40)12.0034.001.303/8530.400.58307.6312.0034.000.303/8122.400.5870.99C-2 ( 0.25x0.30)4.0036.001.103/8158.400.5891.87C-3 ( 0.15x0.35)5.0036.001.003/8180.000.58104.40Eje B entre ejes 1,18C-1 ( 0.25x0.40)4.0034.001.303/8176.800.58102.544.0034.000.303/840.800.5823.66C-2 ( 0.25x0.30)5.0026.001.103/8143.000.5882.94CA-1 ( 0.25x0.15)2.0023.000.801/436.800.259.20CA-2 (0.25x0.15)2.0023.000.801/436.800.259.20Eje C entre ejes 1,18C-1 ( 0.25x0.40)12.0034.001.303/8530.400.58307.6312.0034.000.303/8122.400.5870.99C-2 ( 0.25x0.30)4.0036.001.103/8158.40C-3 ( 0.15x0.35)1.0036.001.003/836.000.5820.88Eje D entre ejes 1,18C-1 ( 0.25x0.40)9.0034.001.303/8397.800.58230.729.0034.000.303/891.800.5853.24C-2 ( 0.25x0.30)7.0036.006.803/81713.600.58993.89Eje E entre ejes 1,17C-1 ( 0.25x0.40)4.0034.001.303/8176.800.58102.544.0034.000.303/840.800.5823.66C-2 ( 0.25x0.30)4.0036.006.803/8979.200.58567.94CA-1 ( 0.25x0.15)2.0023.000.801/436.800.259.20Eje Eentre ejes 1,17C-2 ( 0.25x0.40)3.0036.006.803/8734.400.58425.95Eje F entre ejes 1,17C-1 ( 0.25x0.40)9.0034.001.303/8397.800.58230.729.0034.000.303/891.800.5853.24C-2 ( 0.25x0.30)7.0036.001.103/8277.200.58160.78C-3 ( 0.15x0.35)1.0036.001.003/836.000.5820.88COLUMNAS CIRCUNDATE A LA RAMPAC-4(0.15X0.25)4.0036.000.801/2115.201.02117.50Metrado Total (KG)Desp. 10%4,611.4503.04.00VIGAS03.04.01CONCRETO EN VIGAS F'C=210 KG/CM2Unidad :M3DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)ParcialEje A entre ejes 1,14VP1.001.0030.800.250.403.08Eje B entre ejes 13,14VA-011.001.001.750.200.200.07Eje C entre ejes 1,14VP1.001.0030.800.250.403.08Eje D entre ejes 1,14VP1.001.0030.800.250.403.08Eje E entre ejes 1,2VP1.001.002.150.250.300.16entre ejes 2,3VA-011.001.002.330.200.200.09Eje F entre ejes 1,14VP1.001.0030.800.250.403.08

Eje1 entre ejes A-FVP1.001.0011.490.250.300.86Eje 2 entre ejes A-CVP1.001.004.680.250.300.35Eje 2 entre ejes C-D(VIGA CHATA)1.001.002.480.400.200.20Eje 2 entre ejes D-FVP1.001.004.370.250.300.33Eje 2' entre ejes A-CVP1.001.004.680.250.300.35Eje 3 entre ejes D-FVP1.001.004.370.250.300.33Eje 4 entre ejes D-F(VIGA CHATA)1.001.004.680.300.200.28Eje 5 entre ejes A,C1.001.004.680.250.300.35Eje 5 entre ejes D-F(VIGA CHATA)1.001.004.680.300.200.28Eje 6 entre ejes A-CVP1.001.004.680.250.300.35Eje 6 entre ejes C-D(VIGA CHATA)1.001.002.480.400.200.20Eje 6 entre ejes D-FVP1.001.004.680.250.300.35Eje9 entre ejes D-FVP1.001.004.680.250.300.35Eje10 entre ejes D-FVP1.001.004.680.250.300.35Eje11 entre ejes D-FVP1.001.004.680.250.300.35Eje 10 entre ejes A,CVP1.001.004.680.300.200.28Eje 12 entre ejes A,CVP1.001.004.680.300.200.28Eje13 entre ejes D-FVP1.001.004.680.300.200.28Eje13 entre ejes D-FVP1.001.004.680.250.300.35Eje14 entre ejes D-FVP1.001.0011.160.250.300.84

Eje A entre ejes 15,18VP1.001.006.900.250.400.69Eje C entre ejes 15,18VP1.001.006.900.250.400.69Eje D entre ejes 15,17VP1.001.004.500.250.400.45Eje E entre ejes 15,17VP1.001.004.500.250.400.45Eje F entre ejes 15,17VP1.001.004.500.250.400.45

Eje 15 entre ejes A,FVP1.001.006.900.250.400.69Eje 16 entre ejes A,CVP1.001.002.700.250.450.30entre ejes C,F(VIGA CHATA)1.001.007.690.300.200.46Eje 17 entre ejesC,FVP1.001.007.680.250.400.77Eje 18 entre ejes A,CVP1.001.005.180.250.450.58

VIGAS EN TRAGALUZ 1Ejes2,2 entre ejesB,CVA-02(15X20)1.001.001.700.150.200.05VA-02(15X20)1.002.000.600.150.200.04VA(25X20)1.001.001.700.250.200.09

VIGAS EN TRAGALUZ 2Ejes2,2 entre ejesC,DVA-01(20X20)1.001.002.500.200.200.10VA-02(15X20)1.002.001.950.150.200.12CH-02(40X20)1.001.002.500.400.200.20

VIGAS EN TRAGALUZ 3Ejes4,6 entre ejesC,DVA-01(20X20)1.002.002.500.200.200.20VA-02(15X20)1.002.001.950.150.200.12

VIGAS EN TRAGALUZ 4Ejes6,9 entre ejesC,DVA-01(20X20)1.002.002.500.200.200.20VA-02(15X20)1.002.002.850.150.200.17

VIGAS EN TRAGALUZ 5Ejes9,10/12,13 entre ejesC,DVA-01(20X20)2.002.002.500.200.200.40VA-02(15X20)2.002.001.950.200.200.31

VIGAS EN TRAGALUZ 6Ejes13,14 entre ejes A,CVA-01(20X20)1.001.001.750.200.200.07VA-02(15X20)1.001.001.750.150.200.05VA-02(15X20)1.002.000.600.150.200.04Metrado Total (M3)27.65

03.04.02ENCOFRADO Y DESENCOFRADO EN VIGASUnidad :M3DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)Parcial1.001.00150.89Metrado Total (M3)150.89

03.04.03ACERO FY=4200 KG/CM2Unidad :KGDESCRIPCIONN VecesN ElementLong (m)MLKgParcial1.001.001.00Metrado Total (KG)Desp. 10%3,475.8703.05.00LOSAS ALIGERADAS03.05.01CONCRETO EN LOSAS ALIGERADAS F'C= 210 KG/CM2Unidad :M3DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)Parcial1.001.0013.25Metrado Total (M3)13.25

03.05.02ENCOFRADO Y DESENCOFRADO EN LOSAS ALIGERADASUnidad :M3DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)Parcial1.001.00410.39Metrado Total (M3)410.39

03.05.03ACERO FY=4200 KG/CM2Unidad :KGDESCRIPCIONN VecesN ElementLong (m)MLKgParcial1.001.001,388.97Metrado Total (KG)Desp. 10%1,527.85

03.05.04LADRILLO DE ARCILLA 15X30X30 CM PARA LOSA ALIGERADAUnidad :UNDDESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)Parcial1.001.003,750.00Metrado Total (UND)3,750.0003.06.00LAVADERO DE CONCRETO03.06.01CONCRETO F'C= 175 KG/CM2Unidad :M3DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)Parcial1.001.003.97Metrado Total (M3)3.97

03.06.02ENCOFRADO Y DESENCOFRADO Unidad :M2DESCRIPCIONN VecesN ElementLong (m)Ancho (m)Alto (m)Area(m2)Parcial1.001.0014.78Metrado Total (M2)14.78

03.06.03ACERO FY=4200 KG/CM2Unidad :KGDESCRIPCIONN VecesN ElementLong (m)MLKgParcial1.001.001.00Metrado Total (KG)Desp. 10%97.86