Metrado 2 Ing Carlos

PRELIMINARES Y ESTRUCTURAHOJA DE METRADOSTAKACIKA S.A.C.OBRA : CONSTRUCCION DE EDIFICIO RESIDENCIAL Y DE OFICINASPROP. : SR. CARLOS ENRIQUE LOPEZ RODRIGUEZ Y SRA. FECHA : Jan-15

Part.DESCRIPCINUndN DEVECESCANTMEDIDASPARCIALTOTALNLARGOANCHOALTO01.00.00PRIMER PISO

PRIMER PISO - BLOQUE 21.00OBRAS PROVISIONALES Y TRABAJOS PRELIMINARES01.01.03LIMPIEZA DE TERRENO EN FORMA MANUALm21158.2358.2358.2301.01.04TRAZO,NIVELES Y REPLANTEOm21158.2358.2358.23

03.00.00MOVIMIENTO DE TIERRAS03.02.02EXCAVACIONES SIMPLESm3114.33ZAPATAS73.08Z - 3211.501.503.0013.50Z - 4211.501.503.0013.50Z - 5111.201.203.004.32Z - 6311.201.203.0012.96Z - 7710.800.803.0013.44Z - 8810.800.803.0015.36

CIMIENTOS41.25Eje H-H111.400.402.701.51Entre Eje H-H y Eje I-I111.400.400.700.39113.050.400.700.85Eje I-I y Eje J-J123.950.402.708.53121.900.402.704.10Entre Eje I-I y Eje J-J112.650.400.700.74Eje -121.800.400.701.01113.250.400.700.91

Eje 1-11111.300.400.703.16113.850.402.704.16Entre Eje 1-1 y Eje 2-2110.650.400.700.18Eje 2-2118.250.400.702.31Eje 3-3110.600.400.700.17112.400.402.702.59Eje 5-5110.450.400.700.13113.000.402.703.24Eje 6-6119.900.400.702.77114.150.402.704.48

03.02.03RELLENO CON MATERIAL PROPIOm340.29ZAPATAS22.52Z - 3212.092.304.19Z - 4212.092.304.19Z - 5111.342.301.34Z - 6311.342.304.01Z - 7710.592.304.11Z - 8810.592.304.70

CIMIENTOS17.77Eje H-H111.400.401.901.06111.400.100.400.06Entre Eje H-H y Eje I-I111.400.250.100.04113.050.250.100.08Eje I-I y Eje J-J123.950.401.906.00123.950.100.400.32121.900.201.901.44121.900.100.400.15Entre Eje I-I y Eje J-J112.650.250.100.07Eje -121.800.250.100.09113.250.250.100.08

Eje 1-11111.300.250.100.28113.850.251.901.83113.850.100.400.15Entre Eje 1-1 y Eje 2-2110.650.250.100.02Eje 2-2116.300.250.100.16112.000.400.100.08Eje 3-3110.600.100.100.01112.400.401.901.82112.400.100.400.10Eje 5-5110.450.200.100.01113.000.251.901.43113.000.100.400.12Eje 6-6119.900.250.100.25114.150.251.901.97114.150.100.400.17

03.02.04ELIMINACIN DE MATERIAL EXCEDENTE m31.25174.0492.5592.55

CERCO PERIMETRICO1.00OBRAS PROVISIONALES Y TRABAJOS PRELIMINARES01.01.03LIMPIEZA DE TERRENO EN FORMA MANUALm21158.2358.2358.2301.01.04TRAZO,NIVELES Y REPLANTEOm21158.2358.2358.23

SEGUNDO PISO - BLOQUE 103.00.00MOVIMIENTO DE TIERRAS41.6603.02.02EXCAVACIONES SIMPLESm341.66ZAPATAS18.00Z - 7610.800.803.0011.52Z - 10111.500.803.003.60Z - 11111.200.803.002.88

CIMIENTOS18.06Eje A-A110.750.400.700.21Eje C-C, Eje E-E y Eje G-G131.250.402.704.05

Eje 6-6111.400.400.700.39123.100.402.706.70113.200.402.703.46111.500.402.701.62110.850.402.700.92112.550.400.700.71

CISTERNA122.805.605.60

03.02.03RELLENO CON MATERIAL PROPIOm319.31ZAPATAS5.45Z - 7610.602.303.57Z - 10111.002.301.00Z - 11110.882.300.88

CIMIENTOS13.86Eje A-A110.750.200.100.02Eje C-C, Eje E-E y Eje G-G131.250.401.902.85131.251.000.401.50

Eje 6-6111.400.250.100.04123.100.401.904.71123.100.100.400.25113.200.401.902.43113.200.100.400.13111.500.401.901.14111.500.100.400.06110.850.401.900.65110.850.100.400.03112.550.250.100.06

03.02.04ELIMINACIN DE MATERIAL EXCEDENTE m31.25122.3427.9327.93

03.02.05DEMOLICIONm265.58Muro de cerco perimetrico111.803.055.49112.303.057.02123.603.0521.96113.753.0511.44112.003.056.10111.403.054.27113.053.059.30

112.100.250.100.05110.700.400.100.03110.180.250.100.00111.520.250.100.04

PRIMER PISO - BLOQUE 201.04.00OBRAS DE CONCRETO SIMPLE

01.04.01SOLADO DE CONCRETO F'c =100 KG/CM2m26.00Ver Formato Concreto Simple

01.04.02CONCRETO F'c=175 KG/CM2 EN FALSO PISOm258.23Ver Formato Concreto Simple

01.04.03CONCRETO CICLOPEO F'c=140 KG/CM2 +30% PM EN CIMIENTO CORRIDOm34.29Ver Formato Concreto Simple

01.04.04CONCRETO CICLOPEO F'c=140 KG/CM2+ 25% PM PARA SOBRECIMIENTOm34.19Ver Formato Concreto Simple

01.04.05ENCOFRADO Y DESENCOFRADO PARA SOBRECIMIENTOm255.46Ver Formato Concreto Simple

01.04.06CONCRETO FC= 175 KG/CM2 m20.49Ver Formato Concreto Simple

SEGUNDO PISO - BLOQUE 1 (CERCO PERIMETRICO)01.04.00OBRAS DE CONCRETO SIMPLE

01.04.01SOLADO DE CONCRETO F'c =100 KG/CM2m20.00Ver Formato Concreto Simple

01.04.02CONCRETO F'c=175 KG/CM2 EN FALSO PISOm20.12Ver Formato Concreto Simple

01.04.03CONCRETO CICLOPEO F'c=140 KG/CM2 +30% PM EN CIMIENTO CORRIDOm30.16Ver Formato Concreto Simple

01.04.04CONCRETO CICLOPEO F'c=140 KG/CM2+ 25% PM PARA SOBRECIMIENTOm30.00Ver Formato Concreto Simple

01.04.05ENCOFRADO Y DESENCOFRADO PARA SOBRECIMIENTOm20.00Ver Formato Concreto Simple

01.04.06CONCRETO FC= 175 KG/CM2 m20.00Ver Formato Concreto Simple

01.05.00OBRAS DE CONCRETO ARMADO

PRIMER PISO - BLOQUE 201.05.01ZAPATAS01.05.01.01CONCRETO F'c = 210 KG/CM2 EN ZAPATAS m314.62Ver Formato Concreto Armado

01.05.01.02ACERO DE REFUERZO Fy=4200 KG/CM2 EN ZAPATAS Kg38.17Ver Formato Acero

01.05.02VIGAS DE CIMENTACIN01.05.02.01CONCRETO F'c=210 KG/CM2 EN VIGAS DE CIMENTACINm34.57Ver Formato Concreto Armado

01.05.02.02ACERO DE REFUERZO Fy=4200 KG/CM2 EN VIGAS DE CIMENTACIONKg320.10Ver Formato Acero

01.05.02.03ENCOFRADO Y DESENCOFRADO PARA VIGA DE CIMENTACINm230.48Ver Formato Concreto Armado

01.05.04COLUMNAS01.05.04.01CONCRETO F'c=210 KG/CM2 EN COLUMNAS m39.06Ver Formato Concreto Armado

01.05.04.03ACERO DE REFUERZO Fy=4200 KG/CM2 EN COLUMNASKg361.85Ver Formato Acero

01.05.04.04ENCOFRADO Y DESENCOFRADO NORMAL EN COLUMNASm2124.95Ver Formato Concreto Armado

ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!m3ERROR:#REF!Ver Formato Concreto Armado

01.05.04.03ACERO DE REFUERZO Fy=4200 KG/CM2 EN PLACASKg177.12Ver Formato Acero

01.05.04.04ENCOFRADO Y DESENCOFRADO NORMAL EN PLACASm2ERROR:#REF!Ver Formato Concreto Armado

01.05.05VIGASVIGAS PRINCIPALES01.05.05.01CONCRETO F'c=210 KG/CM2 EN VIGASm33.76Ver Formato Concreto Armado

01.05.06.02ACERO Fy=4200 KG/CM2 EN VIGASKg501.70Ver Formato Acero

01.05.05.03ENCOFRADO Y DESENCOFRADO NORMAL EN VIGASm234.25Ver Formato Concreto Armado

VIGAS SECUNDARIAS01.05.05.01CONCRETO F'c=210 KG/CM2 EN VIGASm32.27Ver Formato Concreto Armado



VIGAS DE BORDE01.05.05.01CONCRETO F'c=210 KG/CM2 EN VIGASm30.72Ver Formato Concreto Armado



01.05.06LOSA ALIGERADA01.05.06.01CONCRETO F'c=210 KG/CM2 EN LOSAS ALIGERADASm3ERROR:#REF!Ver Formato Concreto Armado

01.05.06.02ACERO DE REFUERZO Fy=4200 KG/CM2 EN LOSAS ALIGERADASKg881.79Ver Formato Acero

01.05.06.03ENCOFRADO Y DESENCOFRADO NORMAL EN LOSAS ALIGERADASm2ERROR:#REF!Ver Formato Concreto Armado

01.05.06.03CANTIDAD DE LADRILLOSUndERROR:#REF!Ver Formato Concreto Armado

01.05.04ESCALERAS01.05.04.01CONCRETO F'c=210 KG/CM2 EN ESCALERASm3ERROR:#REF!Ver Formato Concreto Armado

01.05.04.03ACERO DE REFUERZO Fy=4200 KG/CM2 EN ESCALERASKg319.04Ver Formato Acero

01.05.04.04ENCOFRADO Y DESENCOFRADO NORMAL EN ESCALERASm2ERROR:#REF!Ver Formato Concreto Armado

SEGUNDO PISO - BLOQUE 101.05.04COLUMNAS01.05.04.01CONCRETO F'c=210 KG/CM2 EN COLUMNAS m37.32Ver Formato Concreto Armado



01.05.04PLACAS01.05.05.02CONCRETO F'c=210 KG/CM2 EN PLACASm30.81Ver Formato Concreto Armado


01.05.04.04ENCOFRADO Y DESENCOFRADO NORMAL EN PLACASm210.83Ver Formato Concreto Armado


01.05.06.02ACERO Fy=4200 KG/CM2 EN VIGASKg1,181.91Ver Formato Acero








01.05.06LOSA ALIGERADA01.05.06.01CONCRETO F'c=210 KG/CM2 EN LOSAS ALIGERADASm312.71Ver Formato Concreto Armado

01.05.06.02ACERO DE REFUERZO Fy=4200 KG/CM2 EN LOSAS ALIGERADASKg1291.39Ver Formato Acero

01.05.06.03ENCOFRADO Y DESENCOFRADO NORMAL EN LOSAS ALIGERADASm2145.22Ver Formato Concreto Armado

01.05.06.03CANTIDAD DE LADRILLOSUnd1209.71Ver Formato Concreto Armado

01.05.04ESCALERAS01.05.04.01CONCRETO F'c=210 KG/CM2 EN ESCALERASm33.75Ver Formato Concreto Armado

01.05.04.03ACERO DE REFUERZO Fy=4200 KG/CM2 EN ESCALERASKg278.75Ver Formato Acero

01.05.04.04ENCOFRADO Y DESENCOFRADO NORMAL EN ESCALERASm226.92Ver Formato Concreto Armado

TERCER PISO - BLOQUE 101.05.04COLUMNAS01.05.04.01CONCRETO F'c=210 KG/CM2 EN COLUMNAS m37.32Ver Formato Concreto Armado



01.05.04PLACAS01.05.05.02CONCRETO F'c=210 KG/CM2 EN PLACASm30.81Ver Formato Concreto Armado


01.05.04.04ENCOFRADO Y DESENCOFRADO NORMAL EN PLACASm210.83Ver Formato Concreto Armado





01.05.06.02ACERO Fy=4200 KG/CM2 EN VIGASKgERROR:#REF!Ver Formato Acero





C.SIMPLE

HOJA DE METRADOS CONCRETO SIMPLEOBRA : CONSTRUCCION DE EDIFICIO RESIDENCIAL Y DE OFICINASTAKACIKA S.A.C.PROP. : SR. CARLOS ENRIQUE LOPEZ RODRIGUEZ Y SRA.FECHA : Jan-15

Part. NELEMENTOCONCRETOENCOFRADODESCRIPCINMETRADOTOTAL m3METRADOTOTAL m2N Vec.CANT.LAHN Vec.CANT.LA(H)

PRIMER PISO - BLOQUE 201.04.00OBRAS DE CONCRETO SIMPLE

01.04.01SOLADO DE CONCRETO FC' =100 KG/CM2m224.36Z - 3211.501.504.50Z - 4211.501.504.50Z - 5111.201.201.44Z - 6311.201.204.32Z - 7710.800.804.48Z - 8810.800.805.12

01.01.04CONCRETO F'c=175 KG/CM2 EN FALSO PISOm294.89

LAVANDERIA114.414.41DORMITORIO1110.1710.17SS.HH. 114.144.14TERRAZA1176.1776.17

01.04.02CONCRETO CICLOPEO 140 KG/CM2 +30% PM EN CIMIENTO CORRIDOm318.45

Eje H-H111.400.400.400.22Entre Eje H-H y Eje I-I112.250.400.600.54112.750.400.600.66Eje I-I y Eje J-J123.950.400.401.26121.900.400.400.61Entre Eje I-I y Eje J-J112.650.400.600.64Eje -122.700.400.601.30113.750.400.600.90

Eje 1-11116.450.400.603.95113.850.400.400.62Entre Eje 1-1 y Eje 2-2110.650.400.600.16Eje 2-2119.800.400.602.35Eje 3-3111.000.400.600.24112.400.400.400.38Eje 5-5111.000.400.600.24113.000.400.400.48Eje 6-61113.500.400.603.24114.150.400.400.66

01.04.04CONCRETO CICLOPEO FC'=140 KG/CM2+ 25% PM EN SOBRECIMIENTO8.43107.03

Entre Eje H-H y Eje I-I122.750.150.350.292.002.002.750.353.85Eje I-I112.600.202.151.122.001.002.602.1511.18Eje J-J112.600.152.150.842.001.002.602.1511.18Entre Eje I-I y Eje J-J112.750.150.350.142.001.002.750.351.93Eje -122.700.150.350.282.002.002.700.353.78113.750.150.350.202.001.003.750.352.63

Eje 1-11116.450.150.350.862.001.0016.450.3511.52115.000.152.151.612.001.005.002.1521.50Entre Eje 1-1 y Eje 2-2110.700.150.350.042.001.000.700.350.491.001.000.150.350.05Eje 2-2117.700.150.350.402.001.007.700.355.39Eje 3-3111.850.300.350.192.001.001.850.351.30Eje 5-5111.850.200.350.132.001.001.850.351.30Eje 6-61113.500.150.350.712.001.0013.500.359.45115.000.152.151.612.001.005.002.1521.50

01.04.06CONCRETO FC= 175 KG/CM2 m31.88PARA VEREDA1.001.0012.840.151.88

SEGUNDO PISO - BLOQUE 101.04.00OBRAS DE CONCRETO SIMPLE

01.04.01SOLADO DE CONCRETO FC' =100 KG/CM2m26.00Z-7 h= 0.60 m160.800.803.84Z-10 h= 0.60 m111.500.801.20Z-11 h= 0.60 m111.200.800.96

01.04.02CONCRETO F'c=175 KG/CM2 EN FALSO PISOm258.23

PASADIZO58.23PASADIZO1158.2358.23

01.04.03CONCRETO CICLOPEO 140 KG/CM2 +30% PM EN CIMIENTO CORRIDOm34.29

Eje A-A111.800.400.600.43Eje C-C, Eje E-E y Eje G-G131.250.400.400.60

Eje 6-6112.250.400.600.54123.100.400.400.99113.200.400.400.51111.500.400.400.24110.850.400.400.14113.000.400.700.84

01.04.04CONCRETO CICLOPEO FC'=140 KG/CM2+ 25% PM EN SOBRECIMIENTO4.1955.46

Eje A-A111.800.200.350.132.001.001.800.351.26Eje 6-6112.250.150.350.122.001.002.250.351.58123.100.152.152.002.002.003.102.1526.66113.200.152.151.032.001.003.202.1513.76111.500.152.150.482.001.001.502.156.45110.850.152.150.272.001.000.852.153.66113.000.150.350.162.001.003.000.352.10

01.04.06CONCRETO FC= 175 KG/CM2 m30.49PARA VEREDA1.001.008.120.060.49

C.ARMADO

HOJA DE METRADOS CONCRETO ARMADOTAKACIKA S.A.C.OBRA : CONSTRUCCION DE EDIFICIO RESIDENCIAL Y DE OFICINASPROP. : SR. CARLOS ENRIQUE LOPEZ RODRIGUEZ Y SRA.FECHA : Jan-15

Part. NELEMENTOCONCRETOENCOFRADODESCRIPCINMETRADOTOTAL m3METRADOTOTAL m2N Vec.CANT.LAHN Vec.CANT.LA(H)


PRIMER PISO - BLOQUE 201.05.01ZAPATAS01.05.01.01CONCRETO F'c = 210 KG/CM2 EN ZAPATAS m314.62

Z - 3211.501.500.62.70Z - 4211.501.500.62.70Z - 5111.201.200.60.86Z - 6311.201.200.62.59Z - 7710.800.800.62.69Z - 8810.800.800.63.07

01.05.02VIGAS DE CIMENTACIN01.05.02.01CONCRETO F'c=210 KG/CM2 EN VIGAS DE CIMENTACINm34.5730.48

Eje H-H112.700.300.400.32212.700.402.16Eje I-I y Eje J-J125.350.300.401.28225.350.408.56123.500.300.400.84223.500.405.60

Eje 1-1 y Eje 6-6125.000.300.401.20225.000.408.00Eje 3-3 y Eje 5-5123.850.300.400.92223.850.406.16

01.05.04COLUMNAS01.05.04.01CONCRETO F'c=210 KG/CM2 EN COLUMNAS m39.06124.95

Eje H-HC-4120.350.305.251.10121.305.2513.65C-5120.300.155.250.47120.905.259.45Entre Eje H-H y Eje I-IC-5110.300.155.250.24110.905.254.73Eje I-I y Eje J-JC-3220.450.355.253.31221.605.2533.60C-4210.350.305.251.10111.305.256.83Eje K-K, Eje L-L, Eje M-M, Eje N-N y Eje -C-51120.300.155.252.841120.905.2556.70

01.05.05VIGAS01.05.05.01CONCRETO F'c=210 KG/CM2 EN VIGAS6.7572.83

VIGAS PRINCIPALESm33.7634.25EJE H-HV.P. 109 (.30X.40)113.500.300.400.42123.500.402.80112.900.300.87120.300.400.24EJE I-I y Eje J-JV.P. 105 (.30X.40)2110.050.300.402.412210.050.4016.08213.500.302.10215.350.303.21220.300.400.48EJE 3-3V.P. 108 (.30X.40)113.850.300.400.46123.850.403.08113.850.301.16EJE 5-5V.P. 110 (.30X.40)113.850.300.400.46123.850.403.08113.850.301.16

VIGAS SECUNDARIAS (.25 X .35)m32.2725.31EJE 1-1119.000.250.350.79129.000.356.30111.000.250.25115.000.251.25113.000.250.75120.250.350.18EJE 3-3116.750.250.350.59126.750.354.73115.000.251.25111.750.250.44110.250.350.09EJE 6-61110.200.250.350.891210.200.357.14113.000.250.75115.000.251.25112.200.350.77120.250.350.18

VIGAS DE BORDE (V.B .15x.20)m30.7213.27

VOLADIZO1111.250.150.200.341211.250.204.501111.250.151.691112.870.150.200.391212.870.205.151112.870.151.93

01.05.06LOSA ALIGERADA01.05.06.01CONCRETO F'c=210 KG/CM2 EN LOSA ALIGERADAm37.6487.24

A117.340.201.47117.347.34B1111.110.202.221111.1111.11C115.640.201.13115.645.64D1118.810.203.761118.8118.81E1128.470.205.691128.4728.47F116.190.201.24116.196.19G119.680.201.94119.689.68SUMATORIA AREAS87.2417.45

CONTENIDO LADRILLO726.709727VOLUMEN LADRILLO9.811VOLUMEN CONCRETO7.64


SEGUNDO PISO - BLOQUE 1

01.05.01ZAPATAS01.05.01.01CONCRETO F'c = 210 KG/CM2 EN ZAPATAS m33.60

Z-7160.800.800.62.30Z-10111.500.800.60.72Z-11111.200.800.60.58

01.05.02VIGAS DE CIMENTACION01.05.02.01CONCRETO F'c = 210 KG/CM2 EN ZAPATASm32.5917.24

Eje C-C, Eje E-E y Eje G-G132.400.300.400.86232.400.405.76

Eje 6-6123.600.300.400.86223.600.405.76113.750.300.400.45213.750.403.00112.000.300.400.24212.000.401.60111.400.300.400.17211.400.401.12

01.05.04COLUMNAS DEL PRIMER AL SEGUNDO PISOm31.4228.35CONCRETO Fc=210kG/CM2 EN COLUMNASC-5160.300.155.251.42160.905.2528.35

01.05.04COLUMNAS01.05.04.01CONCRETO F'c=210 KG/CM2 EN COLUMNAS m37.3288.07Eje A-AC-5110.300.152.850.13110.902.852.57

Eje B-BC-5110.300.152.850.13110.902.852.57

EJE C-CC-1110.500.352.850.50111.702.854.85C-2110.400.352.850.40111.502.854.28C-5120.300.152.850.26120.902.855.13

EJE D-DC-1110.500.352.850.50111.702.854.85C-3120.450.352.850.90121.602.859.12C-5110.300.152.850.13110.902.852.57

EJE E-E, EJE F-F Y EJE G-GC-1310.500.352.851.50311.702.8514.54C-3310.450.352.851.35311.602.8513.68C-4310.350.302.850.90311.302.8511.12C-5310.300.152.850.38310.902.857.70

ENTRE EJE E.E Y EJE F-F, EJE H-HC-5210.300.152.850.26210.902.855.13

01.05.03PLACAS DEL PRIMER AL SEGUNDO PISO01.05.03.01CONCRETO FC=210KG/CM2 EN PLACASm31.4819.95

P-1110.201.005.251.05112.405.2512.60P-2110.150.555.250.43111.405.257.35

01.05.04PLACAS01.05.05.02CONCRETO F'c=210 KG/CM2 EN PLACASm30.8110.83Eje A-AP-1110.201.002.850.57112.402.856.84P-2110.150.552.850.24111.402.853.99


VIGAS PRINCIPALESm37.4367.13EJE A-AV.P. 101 (.30X.40)115.450.300.400.65125.450.404.36111.700.300.51112.750.300.83EJE C-CV.P. 102 (.30X.40)1110.050.300.401.211210.050.408.04113.650.301.10112.750.300.83112.400.300.72120.300.400.24EJE D-DV.P. 103 (.30X.40)1110.050.300.401.211210.050.408.04113.350.301.01112.750.300.83112.400.300.72120.300.400.24EJE E-E, EJE F-F Y EJE G-GV.P. 104 (.30X.40)3110.050.300.403.623210.050.4024.12313.500.303.15312.750.302.48312.400.302.16320.300.400.72EJE 3-3V.P. 106 (.30X.40)112.800.300.400.34112.800.401.12112.500.401.00112.800.300.84110.300.400.12EJE 6-6V.P. 107 (.30X.40)113.400.300.400.41113.400.401.36112.500.401.00120.600.400.48113.400.301.02110.300.400.12

VIGAS SECUNDARIAS (.25 X .35)m35.9865.20EJE 1-11118.300.250.351.601218.300.3512.81111.500.250.38123.600.251.80123.700.251.85112.200.250.55120.250.350.18EJE 3-3 Y EJE 6-61215.650.250.352.742215.650.3521.91211.050.250.53223.600.253.60223.700.253.70EJE 5-51118.750.250.351.641218.750.3513.13111.050.250.26123.600.251.80123.700.251.85112.500.250.63110.600.250.15110.250.350.09


VOLADIZO112.550.150.200.08122.550.201.02112.550.150.38EJE A-A112.000.150.200.06122.000.200.80112.000.150.30EJE B-B114.110.150.200.12124.110.201.64114.110.150.62ENTRE EJE E-F Y EJE F-F113.750.150.200.11123.750.201.50113.750.150.56111.740.150.200.05121.740.200.70111.740.150.26112.550.150.200.08122.550.201.02112.550.150.38JUNTA DE DILATACION1110.250.150.200.31122.650.201.06112.650.150.40121.200.200.48111.200.200.24121.100.150.33111.100.200.22122.750.150.83112.750.200.55122.550.201.02112.550.150.38

EJE 1-1111.000.150.200.03121.000.200.40111.000.150.15ENTRE EJE 1-1 Y EJE 3-3111.050.150.200.03121.050.200.42111.050.150.16110.150.200.03ENTRE EJE 4-4 Y EJE 5-5110.600.150.200.02120.600.200.24110.600.150.09ENTRE EJE 5-5 Y EJE 6-6112.050.150.200.06122.050.200.82

01.05.05VIGAS DEL PRIMER PISO - CERCO PERIMETRICO01.05.05.01CONCRETO FC=210KG/CM2 EN VIGAS3.4526.37

VIGAS PRINCIPALESm31.776.15EJE A-AV.P. 101 (.30X.40)112.750.300.400.33122.750.402.20112.750.300.83120.300.400.24EJE C-C. EJE D-D, EJE E-E, EJE F-F Y EJE G-GV.P. 102, 103, 104 (.30X.40)152.400.300.401.44122.400.401.92112.400.300.72120.300.400.24

VIGAS SECUNDARIAS (.25 X .35)m31.3714.87EJE 6-61115.650.250.351.371215.650.3510.96111.050.250.26123.600.251.80123.700.251.85


VOLADIZO112.550.150.200.08122.550.201.02112.550.150.38ENTRE EJE E-F Y EJE F-F112.550.150.200.08122.550.201.02112.550.150.38JUNTA DE DILATACION112.550.150.200.08122.550.201.02112.550.150.38

ENTRE EJE 4-4 Y EJE 5-5110.600.150.200.02120.600.200.24110.600.150.09ENTRE EJE 5-5 Y EJE 6-6112.050.150.200.06122.050.200.82


A114.130.200.83114.134.13B116.280.201.26116.286.28C111.150.200.23111.151.15D1113.490.202.701113.4913.49E119.900.201.98119.909.90F119.170.201.83119.179.17G1113.850.202.771113.8513.85H1110.180.202.041110.1810.18I119.420.201.88119.429.42J113.080.200.62113.083.08K115.620.201.12115.625.62L1110.180.202.041110.1810.18M114.880.200.98114.884.88N1113.490.202.701113.4913.49O119.900.201.98119.909.90P119.180.201.84119.189.18Q116.550.201.31116.556.55R112.480.200.50112.482.48S112.290.200.46112.292.29SUMATORIA AREAS145.2229.04


01.05.06LOSA ALIGERADA DEL PRIMER PISO - CERCO PERIMETRICO01.05.06.01CONCRETO F'c=210 KG/CM2 EN LOSA ALIGERADAm33.7142.34

A111.130.200.23111.131.13B116.280.201.26116.286.28C119.170.201.83119.179.17D119.420.201.88119.429.42E111.050.200.21111.051.05F113.830.200.77113.833.83G119.170.201.83119.179.17H112.290.200.46112.292.29SUMATORIA AREAS42.348.47


01.05.06LOSA MACIZA01.05.06.01CONCRETO F'c=210 KG/CM2 EN LOSA MACIZAm30.866.001.0014.320.200.86114.324.32111.750.200.35112.050.200.41112.400.200.48111.300.200.2601.05.04ESCALERAS110.900.200.1801.05.04.01CONCRETO F'c=210 KG/CM2 EN ESCALERAS01.05.04ESCALERAS01.05.04.01CONCRETO F'c=210 KG/CM2 EN ESCALERAS3.7526.92

ESCALERA PRINCIPAL1.6413.58Tramo I110.351.000.200.07111.801.001.80111.801.000.150.27121.800.150.54131.000.250.180.13171.000.181.23111.101.000.200.22110.351.000.35120.350.200.14Tramo II111.201.100.150.20111.201.101.32121.100.250.180.10121.200.150.36111.001.100.200.22151.100.180.96121.001.102.20110.801.100.88Tramo III111.851.000.150.28111.851.001.85131.000.250.180.13121.850.150.5610.51.000.250.180.02181.000.181.40

ESCALERA PRINCIPAL PRIMER AL SEGUNDO PISO2.1213.34Cimentacion111.000.501.100.55Tramo I111.001.000.200.20131.000.200.60Tramo II110.901.000.150.14110.901.000.9011.51.000.250.180.07120.900.150.27111.001.100.200.22140.181.000.70121.100.200.44110.901.000.90Tramo III111.201.100.150.20111.201.101.32121.100.250.180.10121.200.150.36111.001.100.200.22151.100.180.96121.001.102.20110.801.100.88Tramo IV111.851.000.150.28111.851.001.85131.000.250.180.13121.850.150.5610.51.000.250.180.02181.000.181.40


SEGUNDO PISO - BLOQUE 2

01.05.01COLUMNAS01.05.01.01CONCRETO Fc=210KG/CM2 PARA COLUMNASm33.6342.18

Eje H-HC-4120.350.302.850.60121.302.857.41C-5120.300.152.850.26120.902.855.13Entre Eje H-H y Eje I-IC-5110.300.152.850.13110.902.852.57Eje I-I y Eje J-JC-3220.450.352.851.80221.602.8518.24C-4210.350.302.850.60111.302.853.71Eje K-KC-5120.300.152.850.26120.902.855.13

01.05.02VIGAS01.05.02.01CONCRETO Fc=210KG/CM2 PARA VIGAS6.7572.83




VOLADIZO1111.250.150.200.341211.250.204.501111.250.151.691112.870.150.200.391212.870.205.151112.870.151.93





TERCER PISO - BLOQUE 101.05.04COLUMNAS01.05.04.01CONCRETO F'c=210 KG/CM2 EN COLUMNAS 7.3288.07Eje A-AC-5110.300.152.850.13110.902.852.57

Eje B-BC-5110.300.152.850.13110.902.852.57

EJE C-CC-1110.500.352.850.50111.702.854.85C-2110.400.352.850.40111.502.854.28C-5120.300.152.850.26120.902.855.13

EJE D-DC-1110.500.352.850.50111.702.854.85C-3120.450.352.850.90121.602.859.12C-5110.300.152.850.13110.902.852.57

EJE E-E, EJE F-F Y EJE G-GC-1310.500.352.851.50311.702.8514.54C-3310.450.352.851.35311.602.8513.68C-4310.350.302.850.90311.302.8511.12C-5310.300.152.850.38310.902.857.70

ENTRE EJE E.E Y EJE F-F, EJE H-HC-5210.300.152.850.26210.902.855.13

01.05.04PLACAS01.05.05.02CONCRETO F'c=210 KG/CM2 EN PLACASm30.8110.83

Eje A-AP-1110.201.002.850.57112.402.856.84P-2110.150.552.850.24111.402.853.99


VIGAS PRINCIPALESm37.4367.13EJE A-AV.P. 101 (.30X.40)115.450.300.400.65125.450.404.36111.700.300.51112.750.300.83EJE C-CV.P. 102 (.30X.40)1110.050.300.401.211210.050.408.04113.650.301.10112.750.300.83112.400.300.72120.300.400.24EJE D-DV.P. 103 (.30X.40)1110.050.300.401.211210.050.408.04113.350.301.01112.750.300.83112.400.300.72120.300.400.24EJE E-E, EJE F-F Y EJE G-GV.P. 104 (.30X.40)3110.050.300.403.623210.050.4024.12313.500.303.15312.750.302.48312.400.302.16320.300.400.72EJE 3-3V.P. 106 (.30X.40)112.800.300.400.34112.800.401.12112.500.401.00112.800.300.84110.300.400.12EJE 6-6V.P. 107 (.30X.40)113.400.300.400.41113.400.401.36112.500.401.00120.600.400.48113.400.301.02110.300.400.12

VIGAS SECUNDARIAS (.25 X .35)m35.9865.20EJE 1-11118.300.250.351.601218.300.3512.81111.500.250.38123.600.251.80123.700.251.85112.200.250.55120.250.350.18EJE 3-3 Y EJE 6-61215.650.250.352.742215.650.3521.91211.050.250.53223.600.253.60223.700.253.70EJE 5-51118.750.250.351.641218.750.3513.13111.050.250.26123.600.251.80123.700.251.85112.500.250.63110.600.250.15110.250.350.09


VOLADIZO112.550.150.200.08122.550.201.02112.550.150.38EJE A-A112.000.150.200.06122.000.200.80112.000.150.30EJE B-B114.110.150.200.12124.110.201.64114.110.150.62ENTRE EJE E-F Y EJE F-F113.750.150.200.11123.750.201.50113.750.150.56111.740.150.200.05121.740.200.70111.740.150.26112.550.150.200.08122.550.201.02112.550.150.38JUNTA DE DILATACION1110.250.150.200.31122.650.201.06112.650.150.40121.200.200.48111.200.200.24121.100.150.33111.100.200.22122.750.150.83112.750.200.55122.550.201.02112.550.150.38

EJE 1-1111.000.150.200.03121.000.200.40111.000.150.15ENTRE EJE 1-1 Y EJE 3-3111.050.150.200.03121.050.200.42111.050.150.16110.150.200.03ENTRE EJE 4-4 Y EJE 5-5110.600.150.200.02120.600.200.24110.600.150.09ENTRE EJE 5-5 Y EJE 6-6112.050.150.200.06122.050.200.82112.050.150.31


A114.130.200.83114.134.13B116.280.201.26116.286.28C111.150.200.23111.151.15D1113.490.202.701113.4913.49E119.900.201.98119.909.90F119.170.201.83119.179.17G1113.850.202.771113.8513.85H1110.180.202.041110.1810.18I119.420.201.88119.429.42J113.080.200.62113.083.08K115.620.201.12115.625.62L1110.180.202.041110.1810.18M114.880.200.98114.884.88N1113.490.202.701113.4913.49O119.900.201.98119.909.90P119.180.201.84119.189.18Q116.550.201.31116.556.55R112.480.200.50112.482.48S112.290.200.46112.292.29SUMATORIA AREAS145.2229.04


01.05.04ESCALERAS01.05.04.01CONCRETO F'c=210 KG/CM2 EN ESCALERASm31.6413.58ESCALERA PRINCIPALTramo I110.351.000.200.07111.801.001.80111.801.000.150.27121.800.150.54131.000.250.180.13171.000.181.23111.101.000.200.22110.351.000.35120.350.200.14Tramo II111.201.100.150.20111.201.101.32121.100.250.180.10121.200.150.36111.001.100.200.22151.100.180.96121.001.102.20110.801.100.88Tramo III111.851.000.150.28111.851.001.85131.000.250.180.13121.850.150.5610.51.000.250.180.02181.000.181.40


TERCER PISO - BLOQUE 2

01.05.01COLUMNAS01.05.01.01CONCRETO Fc=210KG/CM2 PARA COLUMNASm33.6342.18

Eje H-HC-4120.350.302.850.60121.302.857.41C-5120.300.152.850.26120.902.855.13Entre Eje H-H y Eje I-IC-5110.300.152.850.13110.902.852.57Eje I-I y Eje J-JC-3220.450.352.851.80221.602.8518.24C-4210.350.302.850.60111.302.853.71Eje K-KC-5120.300.152.850.26120.902.855.13

01.05.02VIGAS01.05.02.01CONCRETO Fc=210KG/CM2 PARA VIGAS6.7572.83




VOLADIZO1111.250.150.200.341211.250.204.501111.250.151.691112.870.150.200.391212.870.205.151112.870.151.93




01.05.00OBRAS DE CONCRETO ARMADOAZOTEA - BLOQUE 101.05.01COLUMNAS01.05.01.01CONCRETO Fc=210KG/CM2 EN COLUMNAS3.0839.50EJE C-C Y EJE D-DC-2120.400.353.250.91121.503.259.75C-5120.300.153.250.29120.903.255.85

EJE E-E Y ENTRE EJE E-E Y F-FC-3110.450.352.250.35111.602.253.60C-5120.300.152.250.20120.902.254.05

EJE F-F Y EJE G-GC-3120.450.353.251.02121.603.2510.40C-5120.300.153.250.29120.903.255.85

01.05.04PLACAS01.05.05.02CONCRETO F'c=210 KG/CM2 EN PLACASm30.9212.35

Eje A-AP-1110.201.003.250.65112.403.257.80P-2110.150.553.250.27111.403.254.55

01.05.00OBRAS DE CONCRETO ARMADOAZOTEA - BLOQUE 201.05.01COLUMNAS01.05.01.01CONCRETO Fc=210KG/CM2 EN COLUMNAS1.1813.05EJE I-I Y EJE J-JC-3120.450.352.250.71121.602.257.20C-4120.350.302.250.47121.302.255.85

ACEROHOJA DE METRADOS DE ACERO

OBRA : CONSTRUCCION DE EDIFICIO RESIDENCIAL Y DE OFICINASPROP. : SR. CARLOS ENRIQUE LOPEZ RODRIGUEZ Y SRA.FECHA : Jan-15

CDIGO DE PARTIDADESCRIPCIONCANTIDADN VECESACEROPESO PARCIAL (KG)PESO TOTAL (KG)LONG. (m)PESO/ML (kg)LONGITUD TOTAL (m) 1/4" 3/8" 1/2" 5/8" 5/8" 3/4" 1"N1601.05.01ZAPATAS01.05.01.02ACERO DE REFUERZO Fy=4200 KG/CM2 EN ZAPATAS 139.56

PRIMER PISO - BLOQUE 2 101.39Z - 3 1.501/27.002.001.350.994 18.90 18.79Z - 4 1.501/27.002.001.350.994 18.90 18.79Z - 5 1.201/26.001.001.050.994 6.30 6.26Z - 6 1.201/26.003.001.050.994 18.90 18.79Z - 7 0.801/24.007.000.650.994 18.20 18.09Z - 8 0.801/24.008.000.650.994 20.80 20.68

SEGUNDO PISO - BLOQUE 1 38.17Z - 7 0.801/26.006.000.650.994 23.40 23.26

Z - 10 1.501/23.001.001.350.994 4.05 4.030.801/27.001.000.650.994 4.55 4.52Z - 11 1.201/23.001.001.050.994 3.15 3.130.801/25.001.000.650.994 3.25 3.23

01.05.02VIGAS DE CIMENTACINKG 862.1601.05.02.02ACERO DE REFUERZO Fy=4200 KG/CM2 EN VIGAS DE CIMENTACION PRIMER PISO - BLOQUE 2542.07Eje H-H 2.8 0.150.15L= 3.11/23.001.003.100.994 9.30 9.24

1/22.001.002.650.994 5.30 5.272.65

0.150.15L= 3.051/23.001.003.050.994 9.15 9.102.75

0.3 0.40.4L= 1.503/820.001.001.500.560 30.00 16.80

0.3 Eje I-I y Eje J-J 9.95 0.150.15L= 10.251/23.002.0010.250.994 61.50 61.13

1/22.002.009.800.994 39.20 38.969.8

0.150.15L= 10.201/23.002.0010.200.994 61.20 60.839.9

0.3 0.40.4L= 1.503/857.002.001.500.560 171.00 95.76

0.3

Eje 1-1 y Eje 6-6 5.1 0.150.15L= 5.401/23.002.005.400.994 32.40 32.21

1/22.002.004.950.994 19.80 19.684.95

0.150.15L= 5.351/23.002.005.350.994 32.10 31.915.05

0.3 0.40.4L= 1.503/831.002.001.500.560 93.00 52.08

0.3

Eje 3-3 y Eje 5-5 4.05 0.150.15L= 10.251/23.002.004.350.994 26.10 25.94

1/22.002.003.900.994 15.60 15.513.9

0.150.15L= 10.201/23.002.004.300.994 25.80 25.654.00

0.3 0.40.4L= 1.503/825.002.001.500.560 75.00 42.00

0.3

SEGUNDO PISO - BLOQUE 1 (CERCO PERIMETRICO)320.10Eje C-C, Eje E-E Y Eje G-G 2.5 0.150.15L= 2.81/23.003.002.800.994 25.20 25.05

1/22.003.002.350.994 14.10 14.022.35

0.150.15L= 2.751/23.003.002.750.994 24.75 24.602.45

0.3 0.40.4L= 1.503/818.003.001.500.560 81.00 45.36

0.3 Eje 6-6 15.6 0.150.15L= 15.901/23.001.0015.900.994 47.70 47.41

1/22.001.0015.450.994 30.90 30.7115.45

0.150.15L= 7.271/23.001.0015.850.994 47.55 47.2615.55

0.3 0.40.4L= 1.503/8102.001.001.500.560 153.00 85.68

0.3

01.05.04COLUMNAS ERROR:#REF!01.05.04.03ACERO DE REFUERZO Fy=4200 KG/CM2 EN COLUMNAS

PRIMER PISO - BLOQUE 21483.18BAJO NFP C-3 0.35 2.901/26.004.003.150.994 75.60 75.150.450.453/821.004.001.700.560 142.80 79.97

0.250.35

C-4 0.3 2.901/26.004.003.150.994 75.60 75.150.350.353/821.004.001.400.560 117.60 65.86

0.250.3

C-5 0.15 2.901/26.0015.003.150.994 283.50 281.800.300.303/821.0015.001.000.560 315.00 176.40

0.250.15

SOBRE NFPC-3 0.35 3.301/26.004.003.300.994 79.20 78.720.450.453/818.004.001.700.560 122.40 68.54

0.35

C-4 0.3 3.301/26.004.003.300.994 79.20 78.720.350.353/818.004.001.400.560 100.80 56.45

0.3

C-5 0.15 3.301/26.0015.003.300.994 297.00 295.220.300.303/818.0015.001.000.560 270.00 151.20

0.15

PRIMER PISO - CERCO PERIMETRICO361.85BAJO NFP C-5 0.15 2.901/26.006.003.150.994 113.40 112.720.300.303/821.006.001.000.560 126.00 70.56

0.250.15

SOBRE NFP

C-5 0.15 3.301/26.006.003.300.994 118.80 118.090.300.303/818.006.001.000.560 108.00 60.48

0.15

SEGUNDO PISO - BLOQUE 1953.19C-10.35 3.250.50.55/86.005.003.251.552 97.5097.50 151.323/818.005.001.800.560 162.00 90.72

0.35

C-20.35 3.250.40.45/86.001.003.251.552 19.5019.50 30.263/818.001.001.600.560 28.80 16.13

0.35

C-30.35 3.250.450.455/86.005.003.251.552 97.5097.50 151.323/818.005.001.700.560 153.00 85.68

0.35

C-40.3 3.250.350.355/86.003.003.251.552 58.50 90.793/818.003.001.400.560 75.60 42.34

0.3

C-5 0.15 3.251/26.0010.003.250.994 195.00 193.830.300.303/818.0010.001.000.560 180.00 100.80

0.15

SEGUNDO PISO - BLOQUE 2427.37

C-3 0.35 3.251/26.004.003.250.994 78.00 77.530.450.453/818.004.001.700.560 122.40 68.54

0.35

C-4 0.3 3.251/26.004.003.250.994 78.00 77.530.350.353/818.004.001.400.560 100.80 56.45

0.3

C-5 0.15 3.251/26.005.003.250.994 97.50 96.920.300.303/818.005.001.000.560 90.00 50.40

0.15

TERCER PISO - BLOQUE 1953.19C-10.35 3.250.50.55/86.005.003.251.552 97.5097.50 151.323/818.005.001.800.560 162.00 90.72

0.35

C-20.35 3.250.40.45/86.001.003.251.552 19.5019.50 30.263/818.001.001.600.560 28.80 16.13

0.35

C-30.35 3.250.450.455/86.005.003.251.552 97.5097.50 151.323/818.005.001.700.560 153.00 85.68

0.35

C-40.3 3.250.350.355/86.003.003.251.552 58.50 90.793/818.003.001.400.560 75.60 42.34

0.3

C-5 0.15 3.251/26.0010.003.250.994 195.00 193.830.300.303/818.0010.001.000.560 180.00 100.80

0.15

TERCER PISO - BLOQUE 2427.37

C-3 0.35 3.251/26.004.003.250.994 78.00 77.530.450.453/818.004.001.700.560 122.40 68.54

0.35

C-4 0.3 3.251/26.004.003.250.994 78.00 77.530.350.353/818.004.001.400.560 100.80 56.45

0.3

C-5 0.15 3.251/26.005.003.250.994 97.50 96.920.300.303/818.005.001.000.560 90.00 50.40

0.15

AZOTEA - BLOQUE 1339.99C-20.35 3.250.40.45/86.001.003.251.552 19.5019.50 30.263/818.001.001.600.560 28.80 16.13

0.35

C-30.35 3.250.450.455/86.002.003.251.552 39.0039.00 60.533/818.002.001.700.560 61.20 34.27

0.35

C-30.35 2.250.450.455/86.001.002.251.552 13.5013.50 20.953/816.001.001.700.560 27.20 15.23

0.35

C-5 0.15 3.251/26.004.003.250.994 78.00 77.530.300.303/818.004.001.000.560 72.00 40.32

0.15

C-5 0.15 2.251/26.002.002.250.994 27.00 26.840.300.303/816.002.001.000.560 32.00 17.92

0.15

AZOTEA - BLOQUE 2286.35

C-3 0.35 2.251/26.002.002.250.994 27.00 26.840.450.453/816.002.001.700.560 54.40 30.46

0.35

C-4 0.3 2.251/26.002.002.250.994 27.00 26.840.350.353/816.002.001.400.560 44.80 25.09

0.3

0.00PLACAS01.04.05ACERO DE REFUERZO Fy=4200 KG/CM2 EN PLACAS348.21

PRIMER PISO - CERCO PERIMETRICO 177.12BAJO NFP

P-10.252.901/28.001.003.150.994 25.20 25.053/821.001.002.500.56052.5029.40

1.000.20.21.00

P - 20.25 2.901/26.001.003.150.994 18.90 18.793/821.001.001.500.56031.5017.64

0.550.150.150.55

SOBRE NFPP - 1 3.301/28.001.003.300.994 26.40 26.243/818.001.002.500.56045.0025.20

1.000.20.21.00

P - 2 3.301/26.001.003.300.994 19.80 19.683/818.001.001.500.56027.0015.12

0.550.150.150.55

SEGUNDO PISO - BLOQUE 1 85.55P - 1 3.251/28.001.003.250.994 26.00 25.843/818.001.002.500.56045.0025.20

1.000.20.21.00

P - 2 3.251/26.001.003.250.994 19.50 19.383/818.001.001.500.56027.0015.12

0.550.150.150.55

TERCER PISO - BLOQUE 1 85.55P - 1 3.251/28.001.003.250.994 26.00 25.843/818.001.002.500.56045.0025.20

1.000.20.21.00

P - 2 3.251/26.001.003.250.994 19.50 19.383/818.001.001.500.56027.0015.12

0.550.150.150.55

AZOTEA - BLOQUE 1 85.55P - 1 3.251/28.001.003.250.994 26.00 25.843/818.001.002.500.56045.0025.20

1.000.20.21.00

P - 2 3.251/26.001.003.250.994 19.50 19.383/818.001.001.500.56027.0015.12

0.550.150.150.55

01.05.05VIGAS 01.05.05.01ACERO FY=4200 KG/CM2 EN VIGAS

01.05.05.02VIGAS PRINCIPALESKGPRIMER PISO - BLOQUE 2 501.70

V.P. 109 (.30X.40)

3.37 0.250.25L= 3.875/82.001.003.871.552 7.747.7412.01 0.253.310.25L= 3.815/82.001.003.811.552 7.627.6211.83 2.075/82.001.002.071.552 4.144.146.43

1.14 0.251/22.001.001.390.994 2.78 2.76 0.90.251/22.001.001.150.994 2.30 2.29 0.30. 0.40.43/826.001.001.500.560 39.00 21.84 0.30.

V.P. 105 (.30X.40)

9.92 0.250.25L= 10.425/82.002.0010.421.552 41.6841.6864.69 0.259.860.25L= 10.365/82.002.0010.361.552 41.4441.4464.31 2.55/82.002.002.501.552 10.0010.0015.52

3.41/22.002.003.400.994 13.60 13.52

3.825/82.002.003.821.552 15.2815.2823.71

1.2 0.251/22.002.001.450.994 5.80 5.77 1.510.251/22.002.001.760.994 7.04 7.00 0.30. 0.40.43/865.002.001.500.560 195.00 109.20 0.30.

V.P. 108 (.30X.40) Y V.P. 110 (.30X.40)

4.42 0.250.25L= 4.925/82.002.004.921.552 19.6819.6830.54 0.254.360.25L= 4.865/82.002.004.861.552 19.4419.4430.17 2.755/82.002.002.751.552 11.0011.0017.07

1.5 0.251/22.002.001.750.994 7.00 6.96 1.180.251/22.002.001.430.994 5.72 5.69 0.30. 0.40.43/830.002.001.500.560 90.00 50.40 0.30.

SEGUNDO PISO - BLOQUE 1 1181.91

V.P. 101 (.30X.40)

5.97 0.250.25L= 6.475/82.001.006.471.552 12.9412.9420.08 0.255.910.25L= 6.415/82.001.006.411.552 12.8212.8219.90 1.295/82.001.001.291.552 2.582.584.00

2.571/22.001.002.570.994 5.14 5.11

2.075/82.001.002.071.552 4.144.146.43

0.57 0.251/22.001.000.820.994 1.64 1.63 0.750.251/22.001.001.000.994 2.00 1.99 0.30. 0.40.43/842.001.001.500.560 63.00 35.28 0.30.

V.P. 102 (.30X.40)

9.92 0.250.25L= 10.425/82.001.0010.421.552 20.8420.8432.34 0.259.860.25L= 10.365/82.001.0010.361.552 20.7220.7232.16 2.615/82.001.002.611.552 5.225.228.10

2.111/22.001.002.110.994 4.22 4.19

1.965/82.001.001.961.552 3.923.926.08

2.221/22.001.002.220.994 4.44 4.41

1.715/82.001.001.711.552 3.423.425.31

1.18 0.251/22.001.001.430.994 2.86 2.84 0.620.251/22.001.000.870.994 1.74 1.73 0.30. 0.40.43/877.001.001.500.560 115.50 64.68 0.30.

V.P. 103 (.30X.40)

9.92 0.250.25L= 10.425/82.001.0010.421.552 20.8420.8432.34 0.259.860.25L= 10.365/82.001.0010.361.552 20.7220.7232.16 2.395/82.001.002.391.552 4.784.787.42

2.251/22.001.002.250.994 4.50 4.47

1.965/82.001.001.961.552 3.923.926.08

2.221/22.001.002.220.994 4.44 4.41

1.715/82.001.001.711.552 3.423.425.31

1.16 0.251/22.001.001.410.994 2.82 2.80 0.620.251/22.001.000.870.994 1.74 1.73 0.30. 0.40.43/876.001.001.500.560 114.00 63.84 0.30.

V.P. 104 (.30X.40)

9.92 0.250.25L= 10.425/82.003.0010.421.552 62.5262.5297.03 0.259.860.25L= 10.365/82.003.0010.361.552 62.1662.1696.47 2.505/82.003.002.501.552 15.0015.0023.28

2.151/22.003.002.150.994 12.90 12.82

1.965/82.003.001.961.552 11.7611.7618.25

2.221/22.003.002.220.994 13.32 13.24

1.715/82.003.001.711.552 10.2610.2615.92

1.2 0.251/22.003.001.450.994 8.70 8.65 0.620.251/22.003.000.870.994 5.22 5.19 0.30. 0.40.43/876.003.001.500.560 342.00 191.52 0.30.

V.P. 106 (.30X.40)

3.02 0.250.25L= 3.525/82.001.003.521.552 7.047.0410.93 0.252.960.25L= 3.465/82.001.003.461.552 6.926.9210.74 1.865/82.0031.001.861.552 115.32115.32178.98

0.94 0.251/22.001.001.190.994 2.38 2.37 0.870.251/22.001.001.120.994 2.24 2.23 0.30. 0.40.43/824.001.001.500.560 36.00 20.16 0.30.

V.P. 107 (.30X.40)

3.61 0.150.25L= 4.015/82.001.004.011.552 8.028.0212.45 0.13.560.25L= 3.915/82.001.003.911.552 7.827.8212.14 1.645/82.001.001.641.552 3.283.285.09

1.81 0.11/22.001.001.910.994 3.82 3.80 0.750.251/22.001.001.000.994 2.00 1.99 0.30. 0.40.43/826.001.001.500.560 39.00 21.84 0.30.

PRIMER PISO - CERCO PERIMETRICO 289.80

V.P. 101 (.30X.40)

2.85 0.250.25L= 3.355/82.001.003.351.552 6.706.7010.40 0.252.800.25L= 3.305/82.001.003.301.552 6.606.6010.24 2.075/82.001.002.071.552 4.144.146.43

1.00 0.251/22.001.001.250.994 2.50 2.49 0.750.251/22.001.001.000.994 2.00 1.99 0.30. 0.40.43/826.001.001.500.560 39.00 21.84 0.30.

V.P. 102, 103, 104 (.30X.40)

2.55 0.250.25L= 3.055/82.005.003.051.552 30.5030.5047.34 0.252.50.25L= 3.005/82.005.003.001.552 30.0030.0046.56

1.715/82.005.001.711.552 17.1017.1026.54

0.83 0.251/22.005.001.080.994 10.80 10.74 0.620.251/22.005.000.870.994 8.70 8.65 0.30. 0.40.43/823.005.001.500.560 172.50 96.60 0.30.

SEGUNDO PISO - BLOQUE 2 501.70

V.P. 109 (.30X.40)

3.37 0.250.25L= 3.875/82.001.003.871.552 7.747.7412.01 0.253.310.25L= 3.815/82.001.003.811.552 7.627.6211.83 2.075/82.001.002.071.552 4.144.146.43

1.14 0.251/22.001.001.390.994 2.78 2.76 0.90.251/22.001.001.150.994 2.30 2.29 0.30. 0.40.43/826.001.001.500.560 39.00 21.84 0.30.

V.P. 105 (.30X.40)

9.92 0.250.25L= 10.425/82.002.0010.421.552 41.6841.6864.69 0.259.860.25L= 10.365/82.002.0010.361.552 41.4441.4464.31 2.55/82.002.002.501.552 10.0010.0015.52

3.41/22.002.003.400.994 13.60 13.52

3.825/82.002.003.821.552 15.2815.2823.71

1.2 0.251/22.002.001.450.994 5.80 5.77 1.510.251/22.002.001.760.994 7.04 7.00 0.30. 0.40.43/865.002.001.500.560 195.00 109.20 0.30.

V.P. 108 (.30X.40) Y V.P. 110 (.30X.40)

4.42 0.250.25L= 4.925/82.002.004.921.552 19.6819.6830.54 0.254.360.25L= 4.865/82.002.004.861.552 19.4419.4430.17 2.755/82.002.002.751.552 11.0011.0017.07

1.5 0.251/22.002.001.750.994 7.00 6.96 1.180.251/22.002.001.430.994 5.72 5.69 0.30. 0.40.43/830.002.001.500.560 90.00 50.40 0.30.

TERCER PISO - BLOQUE 1 1181.91

V.P. 101 (.30X.40)

5.97 0.250.25L= 6.475/82.001.006.471.552 12.9412.9420.08 0.255.910.25L= 6.415/82.001.006.411.552 12.8212.8219.90 1.295/82.001.001.291.552 2.582.584.00

2.571/22.001.002.570.994 5.14 5.11

2.075/82.001.002.071.552 4.144.146.43

0.57 0.251/22.001.000.820.994 1.64 1.63 0.750.251/22.001.001.000.994 2.00 1.99 0.30. 0.40.43/842.001.001.500.560 63.00 35.28 0.30.

V.P. 102 (.30X.40)

9.92 0.250.25L= 10.425/82.001.0010.421.552 20.8420.8432.34 0.259.860.25L= 10.365/82.001.0010.361.552 20.7220.7232.16 2.615/82.001.002.611.552 5.225.228.10

2.111/22.001.002.110.994 4.22 4.19

1.965/82.001.001.961.552 3.923.926.08

2.221/22.001.002.220.994 4.44 4.41

1.715/82.001.001.711.552 3.423.425.31

1.18 0.251/22.001.001.430.994 2.86 2.84 0.620.251/22.001.000.870.994 1.74 1.73 0.30. 0.40.43/877.001.001.500.560 115.50 64.68 0.30.

V.P. 103 (.30X.40)

9.92 0.250.25L= 10.425/82.001.0010.421.552 20.8420.8432.34 0.259.860.25L= 10.365/82.001.0010.361.552 20.7220.7232.16 2.395/82.001.002.391.552 4.784.787.42

2.251/22.001.002.250.994 4.50 4.47

1.965/82.001.001.961.552 3.923.926.08

2.221/22.001.002.220.994 4.44 4.41

1.715/82.001.001.711.552 3.423.425.31

1.16 0.251/22.001.001.410.994 2.82 2.80 0.620.251/22.001.000.870.994 1.74 1.73 0.30. 0.40.43/876.001.001.500.560 114.00 63.84 0.30.

V.P. 104 (.30X.40)

9.92 0.250.25L= 10.425/82.003.0010.421.552 62.5262.5297.03 0.259.860.25L= 10.365/82.003.0010.361.552 62.1662.1696.47 2.505/82.003.002.501.552 15.0015.0023.28

2.151/22.003.002.150.994 12.90 12.82

1.965/82.003.001.961.552 11.7611.7618.25

2.221/22.003.002.220.994 13.32 13.24

1.715/82.003.001.711.552 10.2610.2615.92

1.2 0.251/22.003.001.450.994 8.70 8.65 0.620.251/22.003.000.870.994 5.22 5.19 0.30. 0.40.43/876.003.001.500.560 342.00 191.52 0.30.

V.P. 106 (.30X.40)

3.02 0.250.25L= 3.525/82.001.003.521.552 7.047.0410.93 0.252.960.25L= 3.465/82.001.003.461.552 6.926.9210.74 1.865/82.0031.001.861.552 115.32115.32178.98

0.94 0.251/22.001.001.190.994 2.38 2.37 0.870.251/22.001.001.120.994 2.24 2.23 0.30. 0.40.43/824.001.001.500.560 36.00 20.16 0.30.

V.P. 107 (.30X.40)

3.61 0.150.25L= 4.015/82.001.004.011.552 8.028.0212.45 0.13.560.25L= 3.915/82.001.003.911.552 7.827.8212.14 1.645/82.001.001.641.552 3.283.285.09

1.81 0.11/22.001.001.910.994 3.82 3.80 0.750.251/22.001.001.000.994 2.00 1.99 0.30. 0.40.43/826.001.001.500.560 39.00 21.84 0.30.

TERCER PISO - BLOQUE 2 501.70

V.P. 109 (.30X.40)

3.37 0.250.25L= 3.875/82.001.003.871.552 7.747.7412.01 0.253.310.25L= 3.815/82.001.003.811.552 7.627.6211.83 2.075/82.001.002.071.552 4.144.146.43

1.14 0.251/22.001.001.390.994 2.78 2.76 0.90.251/22.001.001.150.994 2.30 2.29 0.30. 0.40.43/826.001.001.500.560 39.00 21.84 0.30.

V.P. 105 (.30X.40)

9.92 0.250.25L= 10.425/82.002.0010.421.552 41.6841.6864.69 0.259.860.25L= 10.365/82.002.0010.361.552 41.4441.4464.31 2.55/82.002.002.501.552 10.0010.0015.52

3.41/22.002.003.400.994 13.60 13.52

3.825/82.002.003.821.552 15.2815.2823.71

1.2 0.251/22.002.001.450.994 5.80 5.77 1.510.251/22.002.001.760.994 7.04 7.00 0.30. 0.40.43/865.002.001.500.560 195.00 109.20 0.30.

V.P. 108 (.30X.40) Y V.P. 110 (.30X.40)

4.42 0.250.25L= 4.925/82.002.004.921.552 19.6819.6830.54 0.254.360.25L= 4.865/82.002.004.861.552 19.4419.4430.17 2.755/82.002.002.751.552 11.0011.0017.07

1.5 0.251/22.002.001.750.994 7.00 6.96 1.180.251/22.002.001.430.994 5.72 5.69 0.30. 0.40.43/830.002.001.500.560 90.00 50.40 0.30.

01.05.05.03VIGAS SECUNDARIASKG1,139.30

PRIMER PISO - BLOQUE 2342.73 EJE 1-19.6 0.20.2L= 10.005/82.001.009.601.552 19.2019.2029.80 0.29.540.2L= 9.945/82.001.009.941.552 19.8819.8830.85 0.25 0.350.353/867.001.001.300.560 87.10 48.78 0.25

EJE 3-311.5 0.20.2L= 11.905/82.001.0011.901.552 23.8023.8036.94 0.211.440.2L= 11.845/82.001.0011.841.552 23.6823.6836.75 0.25 0.350.353/849.001.001.300.560 63.70 35.67 0.25

EJE 6-610.8 0.20.2L= 11.205/82.001.0011.201.552 22.4022.4034.76 0.210.740.2L= 11.145/82.001.0011.141.552 22.2822.2834.58 0.25 0.350.353/875.001.001.300.560 97.50 54.60 0.25


EJE 1-118.2 0.20.2L= 18.605/82.001.0018.601.552 37.2037.2057.73 0.218.140.2L= 18.545/82.001.0018.541.552 37.0837.0857.55 0.25 0.350.353/8134.001.001.300.560 174.20 97.55 0.25

EJE 3-3 y EJE 6-6

15.55 0.20.2L= 15.955/82.002.0015.951.552 63.8063.8099.02 0.215.50.2L= 15.905/82.002.0015.901.552 63.6063.6098.71 0.25 0.30.33/8114.002.001.300.560 296.40 165.98 0.25

EJE 5-5

18.65 0.20.2L= 19.055/82.001.0019.051.552 38.1038.1059.13 0.218.60.2L= 19.005/82.001.0019.001.552 38.0038.0058.98 0.25 0.30.33/8140.001.001.300.560 182.00 101.92 0.25


EJE 6-6

15.55 0.20.2L= 15.955/82.001.0015.951.552 31.9031.9049.51 0.215.50.2L= 15.905/82.001.0015.901.552 31.8031.8049.35 0.25 0.30.33/8114.001.001.300.560 148.20 82.99 0.25

SEGUNDO PISO - BLOQUE 2342.73 EJE 1-19.6 0.20.2L= 10.005/82.001.009.601.552 19.2019.2029.80 0.29.540.2L= 9.945/82.001.009.941.552 19.8819.8830.85 0.25 0.350.353/867.001.001.300.560 87.10 48.78 0.25

EJE 3-311.5 0.20.2L= 11.905/82.001.0011.901.552 23.8023.8036.94 0.211.440.2L= 11.845/82.001.0011.841.552 23.6823.6836.75 0.25 0.350.353/849.001.001.300.560 63.70 35.67 0.25

EJE 6-610.8 0.20.2L= 11.205/82.001.0011.201.552 22.4022.4034.76 0.210.740.2L= 11.145/82.001.0011.141.552 22.2822.2834.58 0.25 0.350.353/875.001.001.300.560 97.50 54.60 0.25


EJE 1-118.2 0.20.2L= 18.605/82.001.0018.601.552 37.2037.2057.73 0.218.140.2L= 18.545/82.001.0018.541.552 37.0837.0857.55 0.25 0.350.353/8134.001.001.300.560 174.20 97.55 0.25

EJE 3-3 y EJE 6-6

15.55 0.20.2L= 15.955/82.002.0015.951.552 63.8063.8099.02 0.215.50.2L= 15.905/82.002.0015.901.552 63.6063.6098.71 0.25 0.30.33/8114.002.001.300.560 296.40 165.98 0.25

EJE 5-5

18.65 0.20.2L= 19.055/82.001.0019.051.552 38.1038.1059.13 0.218.60.2L= 19.005/82.001.0019.001.552 38.0038.0058.98 0.25 0.30.33/8140.001.001.300.560 182.00 101.92 0.25

TERCER PISO - BLOQUE 2342.73 EJE 1-19.6 0.20.2L= 10.005/82.001.009.601.552 19.2019.2029.80 0.29.540.2L= 9.945/82.001.009.941.552 19.8819.8830.85 0.25 0.350.353/867.001.001.300.560 87.10 48.78 0.25

EJE 3-311.5 0.20.2L= 11.905/82.001.0011.901.552 23.8023.8036.94 0.211.440.2L= 11.845/82.001.0011.841.552 23.6823.6836.75 0.25 0.350.353/849.001.001.300.560 63.70 35.67 0.25

EJE 6-610.8 0.20.2L= 11.205/82.001.0011.201.552 22.4022.4034.76 0.210.740.2L= 11.145/82.001.0011.141.552 22.2822.2834.58 0.25 0.350.353/875.001.001.300.560 97.50 54.60 0.25

01.05.05.04VIGAS DE BORDEKG81.38

PRIMER PISO - BLOQUE 233.19

VOLADIZO11.1 0.050.05L= 11.203/81.001.0011.200.56011.20 6.27 0.0511.050.05L= 11.153/81.001.0011.150.560 11.15 6.24 L= 0.30 1/437.001.000.300.25011.10 2.78

12.72 0.050.05L= 12.823/81.001.0012.820.56012.82 7.18 0.0512.670.05L= 12.773/81.001.0012.720.560 12.72 7.12 L= 0.30 1/448.001.000.300.25014.40 3.60


VOLADIZO2.65 0.050.05L= 2.753/81.001.002.750.5602.75 1.54 0.052.650.05L= 2.753/81.001.002.750.560 2.75 1.54 L= 0.30 1/411.001.000.300.2503.30 0.83 EJE A-A2.1 0.050.05L= 2.203/81.001.002.200.5602.20 1.23 0.052.10.05L= 2.203/81.001.002.200.560 2.20 1.23 L= 0.30 1/49.001.000.300.2502.70 0.68

|EJE B-B4.21 0.050.05L= 4.313/81.001.004.310.5604.31 2.41 0.054.210.05L= 4.313/81.001.004.310.560 4.31 2.41 L= 0.30 1/418.001.000.300.2505.40 1.35

|ENTRE EJE E-E Y F-F3.85 0.050.05L= 3.953/81.001.003.950.5603.95 2.21 0.053.850.05L= 3.953/81.001.003.950.560 3.95 2.21 L= 0.30 1/416.001.000.300.2504.80 1.20

1.84 0.050.05L= 1.943/81.001.001.940.5601.94 1.09 0.051.840.05L= 1.943/81.001.001.940.560 1.94 1.09 L= 0.30 1/48.001.000.300.2502.40 0.60

2.65 0.050.05L= 2.753/81.001.002.750.5602.75 1.54 0.052.650.05L= 2.753/81.001.002.750.560 2.75 1.54 L= 0.30 1/411.001.000.300.2503.30 0.83

|JUNTA DE DILATACION10.35 0.050.05L= 10.453/81.001.0010.450.56010.45 5.85 0.0510.350.05L= 10.453/81.001.0010.450.560 10.45 5.85 L= 0.30 1/442.001.000.300.25012.60 3.15

|EJE 1-11.1 0.050.05L= 1.23/81.001.001.200.5601.20 0.67 0.051.10.05L= 1.23/81.001.001.200.560 1.20 0.67 L= 0.30 1/45.001.000.300.2501.50 0.38

|ENTRE EJE 1-1 Y EJE 3-31.15 0.050.05L= 1.253/81.001.001.250.5601.25 0.70 0.051.150.05L= 1.253/81.001.001.250.560 1.25 0.70 L= 0.30 1/45.001.000.300.2501.50 0.38

|ENTRE EJE 4-4 Y 5-50.7 0.050.05L= 0.803/81.001.000.800.5600.80 0.45 0.050.70.05L= 0.803/81.001.000.800.560 0.80 0.45 L= 0.30 1/43.001.000.300.2500.90 0.23



VOLADIZO2.65 0.050.05L= 2.753/81.001.002.750.5602.75 1.54 0.052.650.05L= 2.753/81.001.002.750.560 2.75 1.54 L= 0.30 1/411.001.000.300.2503.30 0.83

|ENTRE EJE E-E Y F-F

2.65 0.050.05L= 2.753/81.001.002.750.5602.75 1.54 0.052.650.05L= 2.753/81.001.002.750.560 2.75 1.54 L= 0.30 1/411.001.000.300.2503.30 0.83


|ENTRE EJE 4-4 Y 5-50.7 0.050.05L= 0.803/81.001.000.800.5600.80 0.45 0.050.70.05L= 0.803/81.001.000.800.560 0.80 0.45 L= 0.30 1/43.001.000.300.2500.90 0.23



VOLADIZO11.1 0.050.05L= 11.203/81.001.0011.200.56011.20 6.27 0.0511.050.05L= 11.153/81.001.0011.150.560 11.15 6.24 L= 0.30 1/437.001.000.300.25011.10 2.78

12.72 0.050.05L= 12.823/81.001.0012.820.56012.82 7.18 0.0512.670.05L= 12.773/81.001.0012.720.560 12.72 7.12 L= 0.30 1/448.001.000.300.25014.40 3.60


VOLADIZO2.65 0.050.05L= 2.753/81.001.002.750.5602.75 1.54 0.052.650.05L= 2.753/81.001.002.750.560 2.75 1.54 L= 0.30 1/411.001.000.300.2503.30 0.83 EJE A-A2.1 0.050.05L= 2.203/81.001.002.200.5602.20 1.23 0.052.10.05L= 2.203/81.001.002.200.560 2.20 1.23 L= 0.30 1/49.001.000.300.2502.70 0.68

|EJE B-B4.21 0.050.05L= 4.313/81.001.004.310.5604.31 2.41 0.054.210.05L= 4.313/81.001.004.310.560 4.31 2.41 L= 0.30 1/418.001.000.300.2505.40 1.35

|ENTRE EJE E-E Y F-F3.85 0.050.05L= 3.953/81.001.003.950.5603.95 2.21 0.053.850.05L= 3.953/81.001.003.950.560 3.95 2.21 L= 0.30 1/416.001.000.300.2504.80 1.20

1.84 0.050.05L= 1.943/81.001.001.940.5601.94 1.09 0.051.840.05L= 1.943/81.001.001.940.560 1.94 1.09 L= 0.30 1/48.001.000.300.2502.40 0.60

2.65 0.050.05L= 2.753/81.001.002.750.5602.75 1.54 0.052.650.05L= 2.753/81.001.002.750.560 2.75 1.54 L= 0.30 1/411.001.000.300.2503.30 0.83


|EJE 1-11.1 0.050.05L= 1.23/81.001.001.200.5601.20 0.67 0.051.10.05L= 1.23/81.001.001.200.560 1.20 0.67 L= 0.30 1/45.001.000.300.2501.50 0.38


|ENTRE EJE 4-4 Y 5-50.7 0.050.05L= 0.803/81.001.000.800.5600.80 0.45 0.050.70.05L= 0.803/81.001.000.800.560 0.80 0.45 L= 0.30 1/43.001.000.300.2500.90 0.23



VOLADIZO11.1 0.050.05L= 11.203/81.001.0011.200.56011.20 6.27 0.0511.050.05L= 11.153/81.001.0011.150.560 11.15 6.24 L= 0.30 1/437.001.000.300.25011.10 2.78

12.72 0.050.05L= 12.823/81.001.0012.820.56012.82 7.18 0.0512.670.05L= 12.773/81.001.0012.720.560 12.72 7.12 L= 0.30 1/448.001.000.300.25014.40 3.60

01.05.06LOSA ALIGERADA01.05.07.02ACERO DE REFUERZOFy=4200 KG/CM2 EN LOSA ALIGERADAKG 2,173.18

PRIMER PISO - CERCO PERIMETRICO 252.299.25 0.070.07L= 9.391/24.001.009.390.994 37.56 37.335/84.001.009.391.552 37.5637.56 58.29

4.250.071/24.001.004.320.994 17.28 17.18 0.072.9 1/24.001.002.970.994 11.88 11.81 9.55 0.070.07L= 9.691/22.001.009.690.994 19.38 19.265/82.001.009.691.552 19.3819.38 30.08

2.50.071/22.001.002.570.994 5.14 5.11 0.074.9 1/22.001.004.970.994 9.94 9.88

ACERO DE TEMPERATURA AST 1/4 @25cm3.301/474.001.003.300.250244.20 61.051.151/48.001.001.150.2509.20 2.30

PRIMER PISO - BLOQUE 2 881.799.25 0.070.07L= 9.391/24.001.009.390.994 37.56 37.335/84.001.009.391.552 37.5637.56 58.29

4.250.071/24.001.004.320.994 17.28 17.18 0.072.9 1/24.001.002.970.994 11.88 11.81 9.55 0.070.07L= 9.691/22.001.009.690.994 19.38 19.265/82.001.009.691.552 19.3819.38 30.08

2.50.071/22.001.002.570.994 5.14 5.11 0.074.9 1/22.001.004.970.994 9.94 9.88

11.55 0.070.07L= 11.691/211.001.0011.690.994 128.59 127.825/811.001.0011.691.552 128.59128.59 199.57

3.350.071/211.001.003.420.994 37.62 37.39 0.071.55 1/211.001.001.620.994 17.82 17.71 2.951/211.001.002.950.994 32.45 32.26

10.45 0.070.07L= 10.591/25.001.0010.590.994 52.95 52.635/85.001.0010.591.552 52.9552.95 82.18

4.250.071/25.001.004.320.994 21.60 21.47 0.074.1 1/25.001.004.170.994 20.85 20.72

ACERO DE TEMPERATURA AST 1/4 @25cm5.101/46.001.005.100.25030.60 7.656.001/44.001.006.000.25024.00 6.008.151/45.001.008.150.25040.7510.1910.31/430.001.0010.300.250309.00 77.25

SEGUNDO PISO - BLOQUE 1 1291.399.55 0.070.07L= 9.691/26.001.009.690.994 58.14 57.795/86.001.009.691.552 58.1458.14 90.23

1.150.071/26.001.001.220.994 7.32 7.28 0.072.95 1/26.001.003.020.994 18.12 18.01 2.41/26.001.002.400.994 14.40 14.31

7.95 0.070.07L= 8.091/26.001.008.090.994 48.54 48.255/86.001.008.091.552 48.5448.54 75.33

3.40.071/26.001.003.470.994 20.82 20.70 0.073.11/26.001.003.170.994 19.02 18.91

17.9 0.070.07L= 18.041/22.001.0018.040.994 36.08 35.865/82.001.0018.041.552 36.0836.08 56.00

2.20.071/22.001.002.270.994 4.54 4.51 0.072.35 1/22.001.002.420.994 4.84 4.81

2.41/22.002.002.400.994 9.60 9.54

2.451/22.001.002.450.994 4.90 4.87

17 0.070.07L= 17.141/26.001.0017.140.994 102.84 102.225/86.001.0017.141.552 102.84102.84 159.61

2.20.071/26.001.002.270.994 13.62 13.54 0.071.45 1/26.001.001.520.994 9.12 9.07

2.41/26.002.002.400.994 28.80 28.63

2.451/26.001.002.450.994 14.70 14.61

20.4 0.070.07L= 20.541/21.001.0020.540.994 20.54 20.425/81.001.0020.541.552 20.5420.54 31.88

2.20.071/21.001.002.270.994 2.27 2.26 0.071.7 1/21.001.001.770.994 1.77 1.76

2.11/21.001.002.100.994 2.10 2.09

2.41/21.002.002.400.994 4.80 4.77

2.451/21.001.002.450.994 2.45 2.44

11.45 0.070.07L= 11.591/24.001.0011.590.994 46.36 46.085/84.001.0011.591.552 46.3646.36 71.95

1.150.071/24.001.001.220.994 4.88 4.85 0.071.7 1/24.001.001.770.994 7.08 7.04

2.11/24.001.002.100.994 8.40 8.35

2.41/24.001.002.400.994 9.60 9.54

6.75 0.070.07L= 6.891/24.001.006.890.994 27.56 27.395/84.001.006.891.552 27.5627.56 42.77

2.20.071/24.001.002.270.994 9.08 9.03 0.073.1 1/24.001.003.170.994 12.68 12.60

ACERO DE TEMPERATURA AST 1/4 @25cm4.551/46.001.004.550.25027.30 6.833.31/414.001.003.300.25046.20 11.5510.31/460.001.0010.300.250618.00154.505.351/45.001.005.350.25026.756.696.251/45.001.006.250.25031.25 7.813.151/46.001.003.150.25018.904.73

SEGUNDO PISO - BLOQUE 2 881.799.25 0.070.07L= 9.391/24.001.009.390.994 37.56 37.335/84.001.009.391.552 37.5637.56 58.29

4.250.071/24.001.004.320.994 17.28 17.18 0.072.9 1/24.001.002.970.994 11.88 11.81 9.55 0.070.07L= 9.691/22.001.009.690.994 19.38 19.265/82.001.009.691.552 19.3819.38 30.08

2.50.071/22.001.002.570.994 5.14 5.11 0.074.9 1/22.001.004.970.994 9.94 9.88

11.55 0.070.07L= 11.691/211.001.0011.690.994 128.59 127.825/811.001.0011.691.552 128.59128.59 199.57

3.350.071/211.001.003.420.994 37.62 37.39 0.071.55 1/211.001.001.620.994 17.82 17.71 2.951/211.001.002.950.994 32.45 32.26

10.45 0.070.07L= 10.591/25.001.0010.590.994 52.95 52.635/85.001.0010.591.552 52.9552.95 82.18

4.250.071/25.001.004.320.994 21.60 21.47 0.074.1 1/25.001.004.170.994 20.85 20.72


TERCER PISO - BLOQUE 1 1291.399.55 0.070.07L= 9.691/26.001.009.690.994 58.14 57.795/86.001.009.691.552 58.1458.14 90.23

1.150.071/26.001.001.220.994 7.32 7.28 0.072.95 1/26.001.003.020.994 18.12 18.01 2.41/26.001.002.400.994 14.40 14.31

7.95 0.070.07L= 8.091/26.001.008.090.994 48.54 48.255/86.001.008.091.552 48.5448.54 75.33

3.40.071/26.001.003.470.994 20.82 20.70 0.073.11/26.001.003.170.994 19.02 18.91

17.9 0.070.07L= 18.041/22.001.0018.040.994 36.08 35.865/82.001.0018.041.552 36.0836.08 56.00

2.20.071/22.001.002.270.994 4.54 4.51 0.072.35 1/22.001.002.420.994 4.84 4.81

2.41/22.002.002.400.994 9.60 9.54

2.451/22.001.002.450.994 4.90 4.87

17 0.070.07L= 17.141/26.001.0017.140.994 102.84 102.225/86.001.0017.141.552 102.84102.84 159.61

2.20.071/26.001.002.270.994 13.62 13.54 0.071.45 1/26.001.001.520.994 9.12 9.07

2.41/26.002.002.400.994 28.80 28.63

2.451/26.001.002.450.994 14.70 14.61

20.4 0.070.07L= 20.541/21.001.0020.540.994 20.54 20.425/81.001.0020.541.552 20.5420.54 31.88

2.20.071/21.001.002.270.994 2.27 2.26 0.071.7 1/21.001.001.770.994 1.77 1.76

2.11/21.001.002.100.994 2.10 2.09

2.41/21.002.002.400.994 4.80 4.77

2.451/21.001.002.450.994 2.45 2.44

11.45 0.070.07L= 11.591/24.001.0011.590.994 46.36 46.085/84.001.0011.591.552 46.3646.36 71.95

1.150.071/24.001.001.220.994 4.88 4.85 0.071.7 1/24.001.001.770.994 7.08 7.04

2.11/24.001.002.100.994 8.40 8.35

2.41/24.001.002.400.994 9.60 9.54

6.75 0.070.07L= 6.891/24.001.006.890.994 27.56 27.395/84.001.006.891.552 27.5627.56 42.77

2.20.071/24.001.002.270.994 9.08 9.03 0.073.1 1/24.001.003.170.994 12.68 12.60

ACERO DE TEMPERATURA AST 1/4 @25cm4.551/46.001.004.550.25027.30 6.833.31/414.001.003.300.25046.20 11.5510.31/460.001.0010.300.250618.00154.505.351/45.001.005.350.25026.756.696.251/45.001.006.250.25031.25 7.813.151/46.001.003.150.25018.904.73

TERCER PISO - BLOQUE 2 881.799.25 0.070.07L= 9.391/24.001.009.390.994 37.56 37.335/84.001.009.391.552 37.5637.56 58.29

4.250.071/24.001.004.320.994 17.28 17.18 0.072.9 1/24.001.002.970.994 11.88 11.81 9.55 0.070.07L= 9.691/22.001.009.690.994 19.38 19.265/82.001.009.691.552 19.3819.38 30.08

2.50.071/22.001.002.570.994 5.14 5.11 0.074.9 1/22.001.004.970.994 9.94 9.88

11.55 0.070.07L= 11.691/211.001.0011.690.994 128.59 127.825/811.001.0011.691.552 128.59128.59 199.57

3.350.071/211.001.003.420.994 37.62 37.39 0.071.55 1/211.001.001.620.994 17.82 17.71 2.951/211.001.002.950.994 32.45 32.26

10.45 0.070.07L= 10.591/25.001.0010.590.994 52.95 52.635/85.001.0010.591.552 52.9552.95 82.18

4.250.071/25.001.004.320.994 21.60 21.47 0.074.1 1/25.001.004.170.994 20.85 20.72


01.05.07LOSA MACIZA01.05.07.01ACERO DE REFUERZO FY=4200 KG/CM2 EN LOSA MACIZAm376.67

2.250.075/815.001.002.321.552 34.8034.80 54.01 0.073.1 1/212.001.001.900.994 22.80 22.66

01.05.08ESCALERA01.05.08.01ACERO DE REFUERZOFy=4200 KG/CM2 EN ESCALERASm3 597.78

PRIMER A SEGUNDO PISO319.04ESCALERA PRINCIPALTramo I1/27.001.002.010.994 14.07 13.993/88.001.000.950.560 7.60 4.26

1/27.001.001.870.994 13.09 13.013/86.001.000.950.560 5.70 3.19

1/27.001.001.550.994 10.85 10.783/86.001.000.950.560 5.70 3.19

Tramo II 1/27.001.002.840.994 19.88 19.763/812.001.000.950.560 11.40 6.38

1/27.001.002.840.994 19.88 19.763/813.001.000.950.560 12.35 6.92 1/27.001.002.990.994 20.93 20.803/812.001.000.950.560 11.40 6.38 Tramo III 1/28.001.003.040.994 24.32 24.173/814.001.001.050.560 14.70 8.23

1/28.001.003.040.994 24.32 24.173/814.001.001.050.560 14.70 8.23

1/28.001.003.050.994 24.40 24.253/814.001.001.050.560 14.70 8.23

Tramo IV 1/27.001.001.530.994 10.71 10.653/88.001.000.950.560 7.60 4.261/27.001.001.290.994 9.03 8.983/87.001.000.950.560 6.65 3.72

1/27.001.001.660.994 11.62 11.553/88.001.000.950.560 7.60 4.261/27.001.001.310.994 9.17 9.113/86.001.000.950.560 5.70 3.19 1/27.001.003.950.994 27.65 27.483/819.001.000.950.560 18.05 10.11

SEGUNDO PISO A TERCER PISO278.75ESCALERA PRINCIPAL

Tramo I 1/27.001.001.390.994 9.73 9.673/87.001.000.950.560 6.65 3.721/27.001.001.230.994 8.61 8.563/86.001.000.950.560 5.70 3.19

1/27.001.001.660.994 11.62 11.553/88.001.000.950.560 7.60 4.261/27.001.001.350.994 9.45 9.393/86.001.000.950.560 5.70 3.19 1/27.001.003.750.994 26.25 26.093/816.001.000.950.560 15.20 8.51 Tramo II 1/28.001.003.040.994 24.32 24.173/814.001.001.050.560 14.70 8.23

1/28.001.003.040.994 24.32 24.173/814.001.001.050.560 14.70 8.23

1/28.001.003.050.994 24.40 24.253/814.001.001.050.560 14.70 8.23

Tramo III 1/27.001.001.530.994 10.71 10.653/88.001.000.950.560 7.60 4.261/27.001.001.290.994 9.03 8.983/87.001.000.950.560 6.65 3.72

1/27.001.001.660.994 11.62 11.553/88.001.000.950.560 7.60 4.261/27.001.001.310.994 9.17 9.113/86.001.000.950.560 5.70 3.19 1/27.001.003.950.994 27.65 27.483/819.001.000.950.560 18.05 10.11

TERCER PISO A AZOTEA278.75ESCALERA PRINCIPAL

Tramo I 1/27.001.001.390.994 9.73 9.673/87.001.000.950.560 6.65 3.721/27.001.001.230.994 8.61 8.563/86.001.000.950.560 5.70 3.19

1/27.001.001.660.994 11.62 11.553/88.001.000.950.560 7.60 4.261/27.001.001.350.994 9.45 9.393/86.001.000.950.560 5.70 3.19 1/27.001.003.750.994 26.25 26.093/816.001.000.950.560 15.20 8.51 Tramo II 1/28.001.003.040.994 24.32 24.173/814.001.001.050.560 14.70 8.23

1/28.001.003.040.994 24.32 24.173/814.001.001.050.560 14.70 8.23

1/28.001.003.050.994 24.40 24.253/814.001.001.050.560 14.70 8.23

Tramo III 1/27.001.001.530.994 10.71 10.653/88.001.000.950.560 7.60 4.261/27.001.001.290.994 9.03 8.983/87.001.000.950.560 6.65 3.72

1/27.001.001.660.994 11.62 11.553/88.001.000.950.560 7.60 4.261/27.001.001.310.994 9.17 9.113/86.001.000.950.560 5.70 3.19 1/27.001.003.950.994 27.65 27.483/819.001.000.950.560 18.05 10.11

PRIMER PISOERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF! 1/4" 3/8" 1/2" 5/8" 5/8"ERROR:#REF!ERROR:#REF!ERROR:#REF!0ERROR:#REF!SEGUNDO PISO - VIVIENDAERROR:#REF!ERROR:#REF!ERROR:#REF! 1/4" 3/8" 1/2" 5/8" 5/8"ERROR:#REF!ERROR:#REF!00ERROR:#REF!SEGUNDO PISO 1/4" 3/8" 1/2" 5/8" 5/8"00000AZOTEA135.00ERROR:#VALUE!19.50 3/8" 1/2" 5/8" 5/8"15ERROR:#VALUE!02

ARQUITECTURAHOJA DE METRADOS ARQUITECTURA

OBRA : CONSTRUCCION DE EDIFICIO RESIDENCIAL Y DE OFICINASTAKACIKA S.A.C.PROP. : SR. CARLOS ENRIQUE LOPEZ RODRIGUEZ Y SRA. FECHA : Jan-15

Part.DESCRIPCINUndN DEVECESCANTMEDIDASPARCIALTOTALNLARGOANCHOALTO01.00.00PRIMER PISO

3.00ARQUITECTURA

09.00.00MUROS Y TABIQUES DE ALBAILERAVer Formato Muros

PRIMER PISO BLOQUE 209.01.00MURO DE SOGA LADRILLO CORRIENTE DE ARCILLAm2180.30

CERCO PERIMETRICO09.01.00MURO DE SOGA LADRILLO CORRIENTE DE ARCILLAm266.23

SEGUNDO PISO - BLOQUE 109.01.00MURO DE SOGA LADRILLO CORRIENTE DE ARCILLAm2388.05

SEGUNDO PISO - BLOQUE 209.01.00MURO DE SOGA LADRILLO CORRIENTE DE ARCILLAm2194.79

TERCER PISO - BLOQUE 109.01.00MURO DE SOGA LADRILLO CORRIENTE DE ARCILLAm2421.38

TERCER PISO - BLOQUE 209.01.00MURO DE SOGA LADRILLO CORRIENTE DE ARCILLAm23.36

AZOTEA - BLOQUE 109.01.00MURO DE SOGA LADRILLO CORRIENTE DE ARCILLAm253.31

AZOTEA - BLOQUE 209.01.00MURO DE SOGA LADRILLO CORRIENTE DE ARCILLAm20.00

10.00.00REVOQUES, ENLUCIDOS Y MOLDURASVer Formato Tarrajeo Muros

PRIMER PISO - BLOQUE 210.01.00TARRAJEO PRIMARIO RAYADOm2ERROR:#REF!10.02.00TARRAJEO EN MUROS INTERIORES C:A 1:5 E=1.5 CMm2ERROR:#REF!10.03.00TARRAJEO EN MUROS EXTERIORES C:A 1:5 E=1.5 CMm2ERROR:#REF!10.04.00TARRAJEO EN SUPERFICIES DE ARISTAS EN COLUMNAS C:A 1:5mlERROR:#REF!10.05.00TARRAJEO EN SUPERFICIES DE ARISTAS EN VIGAS C:A 1:5mlERROR:#REF!10.06.00VESTIDURAS DE DERRAME EN PUERTAS, VENTANAS Y VANOSmlERROR:#REF!

CERCO PERIMETRICO10.01.00ERROR:#REF!m2ERROR:#REF!10.02.00ERROR:#REF!m2ERROR:#REF!

SEGUNDO PISO - BLOQUE 110.01.00TARRAJEO PRIMARIO RAYADOm242.7210.02.00TARRAJEO EN MUROS INTERIORES C:A 1:5 E=1.5 CMm2589.5210.03.00TARRAJEO EN MUROS EXTERIORES C:A 1:5 E=1.5 CMm253.2810.04.00TARRAJEO EN SUPERFICIE DE ARISTAS EN COLUMNAS C:A 1:5ml99.7510.05.00TARRAJEO DE SUPERFICIE DE ARISTAS EN VIGAS C:A 1:5ml178.7510.06.00TARRAJEO EN FONDO DE ESCALERAm215.1510.06.00VESTIDURAS DE DERRAME EN PUERTAS , VENTANAS Y VANOSml202.32

TERCER PISO - BLOQUE 110.01.00TARRAJEO PRIMARIO RAYADOm20.0010.02.00TARRAJEO EN MUROS INTERIORES C:A 1:5 E=1.5 CMm21.6210.03.00TARRAJEO EN MUROS EXTERIORES C:A 1:5 E=1.5 CMm20.6110.04.00TARRAJEO EN SUPERFICIE DE ARISTAS EN COLUMNAS C:A 1:5ml178.7510.05.00TARRAJEO DE SUPERFICIE DE ARISTAS EN VIGAS C:A 1:5ml0.0010.06.00TARRAJEO EN FONDO DE ESCALERAm20.0010.06.00VESTIDURAS DE DERRAME EN PUERTAS , VENTANAS Y VANOSml0.00

TERCER PISO - BLOQUE 210.01.00TARRAJEO PRIMARIO RAYADOm20.0010.02.00TARRAJEO EN MUROS INTERIORES C:A 1:5 E=1.5 CMm25.0310.03.00TARRAJEO EN MUROS EXTERIORES C:A 1:5 E=1.5 CMm299.7510.04.00TARRAJEO EN SUPERFICIE DE ARISTAS EN COLUMNAS C:A 1:5ml0.0010.05.00TARRAJEO DE SUPERFICIE DE ARISTAS EN VIGAS C:A 1:5ml0.0010.06.00TARRAJEO EN FONDO DE ESCALERAm21.3210.06.00VESTIDURAS DE DERRAME EN PUERTAS , VENTANAS Y VANOSml0.00

AZOTEA10.03.00TARRAJEO EN MUROS EXTERIORES C:A 1:5 E=1.5 CMm252.7810.04.00TARRAJEO EN SUPERFICIE DE ARISTAS EN COLUMNAS C:A 1:5ml78.5010.06.00VESTIDURAS DE DERRAME EN PUERTAS , VENTANAS Y VANOSmlERROR:#REF!

01.08.00CIELORRASOS01.08.01CIELORRASO CON MEZCLA DE CEMENTO-ARENAm2536.37CIELORRASO INTERIORPRIMER NIVEL - BLOQUE 2m294.89LAVANDERIA114.414.41DORMITORIO1110.1710.17SS.HH. 114.144.14TERRAZA1176.1776.17

SEGUNDO PISO - BLOQUE 1m2172.61

MINI DEPA51.13SALA1120.6820.68DORMITORIO 11110.1710.17DORMITORIO 2118.588.58SS.HH113.793.79CIRCULACION INTERIOR117.917.91

ESTUDIO41.17OFICNA1137.6837.68SS.HH113.493.49

PASADIZO1121.0521.05

HABITACIONES 59.26HABITACION 11110.8910.89SS.HH 1112.272.27LAVANDERIA 1111.521.52

HABITACION 21111.1211.12SS.HH 2112.592.59LAVANDERIA 2110.910.91



DEPARTAMENTO 197.65DORMITORIO 1119.119.11DORMITORIO 21111.1411.14DORMITORIO 31112.7412.74SS.HH. 1113.943.94SS.HH. 2113.093.09COCINA1112.8612.86SALA1115.5715.57CIRCULACION INTERNA1110.3910.39BALCON1118.8118.81

TERCER PISO - BLOQUE 1m2171.22



HABITACIONES 99.04HABITACION 11118.1418.14SS.HH 1113.763.76






HABITACIONES 94.55HABITACION 51114.3214.32SS.HH. 5113.093.09

HABITACION 61113.0913.09SS.HH. 6114.534.53

HABITACION 71116.7516.75SS.HH. 7114.924.92

HABITACION 81116.5516.55SS.HH. 8113.663.66

PASADIZO1111.3611.36BALCON116.286.28

01.08.01CIELORRASO CON SUPERBOARDm2270.79SUPERBOARDAZOTEA - BLOQUE 1m2170.19Azotea 11170.19170.19

AZOTEA - BLOQUE 2m2100.60Azotea 11100.60100.60

01.09.00PISOS Y PAVIMENTOS01.09.01CONTRAPISOSm2362.00








ESCALERA9.77PASO1121.000.253.00131.100.250.825120.551.10CONTRAPASO1141.000.1752.45141.100.1750.77121.500.1750.525DESCANSO120.551.10

ESCALERA PRIMER A SEGUNDO PISO9.43PASO181.000.252.00131.100.250.825130.551.65CONTRAPASO1101.000.1751.75141.100.1750.77131.500.1750.7875DESCANSO130.551.65



TERCER PISO - BLOQUE 1m2180.99MINI DEPA51.13SALA1120.6820.68DORMITORIO 11110.1710.17DORMITORIO 2118.588.58SS.HH113.793.79CIRCULACION INTERIOR117.917.91







ESCALERA9.77PASO1121.000.253.00131.100.250.825120.551.10CONTRAPASO1141.000.1752.45141.100.1750.77121.500.1750.525DESCANSO120.551.10


HABITACIONES 94.55HABITACION 51114.3214.32SS.HH. 5113.093.09

HABITACION 61113.0913.09SS.HH. 6114.534.53

HABITACION 71116.7516.75SS.HH. 7114.924.92

HABITACION 81116.5516.55SS.HH. 8113.663.66

PASADIZO1111.3611.36BALCON116.286.28

AZOTEA - BLOQUE 1170.19AZOTEA11170.19170.19

AZOTEA - BLOQUE 2100.60AZOTEA11100.60100.60

01.09.02PISO CERAMICOPARA SSHHm236.29PRIMER PISO - BLOQUE 24.14SS.HH. 114.144.14

SEGUNDO PISO - BLOQUE 114.80MINI DEPA3.79SS.HH113.793.79

ESTUDIO3.49SS.HH113.493.49

HABITACIONES 7.52SS.HH 1112.272.27SS.HH 2112.592.59SS.HH 3112.662.66

SEGUNDO PISO - BLOQUE 2m27.03DEPARTAMENTO 17.03SS.HH. 1113.943.94SS.HH. 2113.093.09

TERCER PISO - BLOQUE 117.35MINI DEPA3.79SS.HH113.793.79

HABITACIONES 13.56SS.HH 1113.763.76SS.HH 2112.282.28SS.HH 3112.272.27SS.HH 4112.592.59SS.HH 9112.662.66

TERCER PISO - BLOQUE 2m216.20HABITACIONES 16.20SS.HH. 5113.093.09SS.HH. 6114.534.53SS.HH. 7114.924.92SS.HH. 8113.663.66

PARA ESCALERAm2ERROR:#REF!SEGUNDO PISO A TERCER PISO9.77ESCALERA9.77PASO1121.000.253.00131.100.250.825120.551.10CONTRAPASO1141.000.1752.45141.100.1750.77121.500.1750.525DESCANSO120.551.10

ESCALERA PRIMER A SEGUNDO PISO9.43PASO181.000.252.00131.100.250.825130.551.65CONTRAPASO1101.000.1751.75141.100.1750.77131.500.1750.7875DESCANSO130.551.65

TERCER PISO A AZOTEA9.77ESCALERA9.77PASO1121.000.253.00131.100.250.825120.551.10CONTRAPASO1141.000.1752.45141.100.1750.77121.500.1750.525DESCANSO120.551.10

01.09.03PISO PORCELANATOm2402.43

PRIMER NIVEL - BLOQUE 290.75LAVANDERIA114.414.41DORMITORIO1110.1710.17TERRAZA1176.1776.17

SEGUNDO PISO - BLOQUE 1157.81MINI DEPA47.34SALA1120.6820.68DORMITORIO 11110.1710.17DORMITORIO 2118.588.58CIRCULACION INTERIOR117.917.91

ESTUDIO37.68OFICNA1137.6837.68


HABITACIONES 51.74HABITACION 11110.8910.89LAVANDERIA 1111.521.52

HABITACION 21111.1211.12LAVANDERIA 2110.910.91


SEGUNDO PISO - BLOQUE 2m290.62DEPARTAMENTO 190.62DORMITORIO 1119.119.11DORMITORIO 21111.1411.14DORMITORIO 31112.7412.74COCINA1112.8612.86SALA1115.5715.57CIRCULACION INTERNA1110.3910.39BALCON1118.8118.81

TERCER PISO - BLOQUE 1153.87MINI DEPA47.34SALA1120.6820.68DORMITORIO 11110.1710.17DORMITORIO 2118.588.58CIRCULACION INTERIOR117.917.91


HABITACIONES 85.48HABITACION 11118.1418.14





TERCER PISO - BLOQUE 2m278.35HABITACIONES 78.35HABITACION 51114.3214.32HABITACION 61113.0913.09HABITACION 71116.7516.75HABITACION 81116.5516.55PASADIZO1111.3611.36BALCON116.286.28

01.09.04PISO DE CEMENTO SEMI PULIDOm26.39VEREDA116.396.39

01.09.04PISO DE CEMENTO PULIDOm2170.19AZOTEA - BLOQUE 1170.19AZOTEA 11170.19170.19

AZOTEA - BLOQUE 2100.60AZOTEA 11100.60100.60

01.11.00ZCALOSZCALO DE CERMICOMl267.24PRIMER NIVEL - BLOQUE 2m253.55LAVANDERIA1111.0511.05DORMITORIO1113.6513.65SS.HH. 112.022.02TERRAZA1126.8326.83








ESCALERA11.45PASO1150.253.75111.101.10111.001.00CONTRAPASO1200.183.50DESCANSO111.001.00111.101.10

ESCALERA10.40PASO1110.252.75121.102.20121.002.00CONTRAPASO1140.182.45DESCANSO111.001.00











TERCER PISO - BLOQUE 2m2111.90HABITACIONES 111.90HABITACION 51117.0217.02SS.HH. 5112.122.12HABITACION 61116.4716.47SS.HH. 6114.514.51HABITACION 71117.8917.89SS.HH. 7113.633.63HABITACION 81120.3420.34SS.HH. 8113.633.63PASADIZO1116.5116.51BALCON119.789.78

ENCHAPE EN BAOSm2127.42PRIMER NIVEL - BLOQUE 210.99SS.HH. 113.692.107.75112.161.503.24

SEGUNDO NIVEL - BLOQUE 141.31MINI DEPA8.87SS.HH111.501.502.25113.152.106.62ESTUDIO5.27SS.HH.111.230.600.74113.021.504.53HABITACIONES27.18SS.HH - HABITACION 1111.421.502.13112.482.105.21111.650.600.99SS.HH - HABITACION 2112.351.503.53112.532.105.31111.700.601.02SS.HH - HABITACION 3111.051.501.58113.162.106.64111.310.600.79

SEGUNDO NIVEL - BLOQUE 220.01DEPARTAMENTO 120.01SS.HH 1111.251.501.88113.672.107.71SS.HH 2111.691.502.54113.762.107.90

TERCER NIVEL - BLOQUE 155.10MINI DEPA10.28COCINA112.350.601.41SS.HH111.501.502.25113.152.106.62HABITACIONES44.83SS.HH - HABITACION 1111.001.501.50113.282.106.89112.400.601.44SS.HH - HABITACION 2111.401.502.10112.082.104.37112.250.601.35SS.HH - HABITACION 3111.421.502.13112.482.105.21111.650.600.99SS.HH - HABITACION 4112.351.503.53112.532.105.31111.700.601.02SS.HH - HABITACION 9111.051.501.58113.162.106.64111.310.600.79

TERCER NIVEL - BLOQUE 245.03HABITACIONES45.03SS.HH - HABITACION 5111.251.501.88113.672.107.71112.250.601.35SS.HH - HABITACION 6112.821.504.23113.292.106.91112.040.601.22SS.HH - HABITACION 7112.601.503.90114.172.108.76112.370.601.42SS.HH - HABITACION 8111.211.501.82111.962.104.12112.880.601.73

ENCHAPE EN COCINAm27.73SEGUNDO NIVEL - BLOQUE 11.41MINI DEPA1.41COCINA112.350.601.41

SEGUNDO NIVEL - BLOQUE 24.91DEPARTAMENTO 14.91COCINA111.500.600.90116.680.604.01

TERCER NIVEL - BLOQUE 11.41MINI DEPA1.41COCINA112.350.601.41

01.12.00CARPINTERA DE MADERA

PRIMER PISO - BLOQUE 23.0001.12.01PUERTASDE MADERA MACIZAund3.00P-3 (H = 2.10)111.00P-4 (H = 2.10)111.00P-5 (H = 2.10)111.00

SEGUNDO PISO - BLOQUE 115.0001.12.01PUERTASMETALICAund1.00P-6 (H = 2.10)111.00

DE MADERA MACIZAund12.00P-3 (H = 2.10)717.00P-4 (H = 2.10)515.00

ALUMINIO CON VIDRIO DE 6mmund1.00M-2 (H = 3.04)111.00

DE VIDRIO1.00PV (H = 2.10)111.00

SEGUNDO PISO - BLOQUE 28.0001.12.01PUERTASDE MADERA MACIZAund6.00P-3 (H = 2.10)414.00P-4 (H = 2.10)212.00

ALUMINIO CON VIDRIO DE 6mmund2.00M-3 (H = 3.04)111.00M-4 (H = 3.04)111.00

TERCER PISO - BLOQUE 117.0001.12.01PUERTASMETALICAund1.00P-6 (H = 2.10)111.00

DE MADERA MACIZAund14.00P-3 (H = 2.10)818.00P-4 (H = 2.10)616.00

ALUMINIO CON VIDRIO DE 6mmund2.00M-2 (H = 3.04)111.00M-5 (H = 3.04)111.00

TERCER PISO - BLOQUE 210.0001.12.01PUERTASDE MADERA MACIZAund8.00P-3 (H = 2.10)414.00P-4 (H = 2.10)414.00

ALUMINIO CON VIDRIO DE 6mmund2.00M-6 (H = 3.04)212.00

01.14.00CERRAJERA

PRIMER PISO - BLOQUE 201.14.01BISAGRA ZINCADAUnid9P-3 (H = 2.10)133.00P-4 (H = 2.10)133.00P-5 (H = 2.10)133.00

01.14.02CERRADURA PARA PUERTA Unid3P-3 (H = 2.10)111.00P-4 (H = 2.10)111.00P-5 (H = 2.10)111.00

SEGUNDO PISO - BLOQUE 101.14.01BISAGRA ZINCADAUnid47P-3 (H = 2.10)7321.00P-4 (H = 2.10)5315.00P-6 (H = 3.50)144.00M-2 (H = 3.04)144.00PV (H = 2.10)133.00

01.14.02CERRADURA PARA PUERTA Unid17P-3 (H = 2.10)717.00P-4 (H = 2.10)515.00P-6 (H = 3.50)122.00M-2 (H = 3.04)122.00PV (H = 2.10)111.00

SEGUNDO PISO - BLOQUE 201.14.01BISAGRA ZINCADAUnid26P-3 (H = 2.10)4312.00P-4 (H = 2.10)236.00M-3 (H = 3.04)144.00M-4 (H = 3.04)144.00

Metrado 2 Ing Carlos

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