sustento de metrados - estructura final

103
SUSTENTO DE METRADOS Presup CREACION DEL PABELLON DE AULAS Y AMBIENTES COMPLEMENTARIOS PARA LA ESCUELA DE INGENIERIA AGRICOLA DE LA UNP Subpresup ESTRUCTURAS FASE I Cliente UNIVERSIDAD NACIONAL DE PIURA Lugar PIURA - PIURA - PIURA ITEM DESCRIPCION UND CANTIDAD N VECES LARGO ANCHO ALTO PARCIAL TOTAL 1.00 OBRAS PROVISIONALES 1.01 CASETA PARA ALMACENAMIENTO Y GUARDIANIA m2 1.00 8.00 10.00 80.00 1.02 CARTEL DE IDENTIFICACION DE LA OBRA DE 3.6m x 2.4m u 1.00 1.00 1.00 1.03 MOVILIZACION Y DESMOVILIZACION PARA LA OBRA glb 1.00 1.00 1.00 1.04 CERCO PROVISIONAL PARA OBRA ml 1.00 365.00 365.00 2.00 TRABAJOS PRELIMINARES 2.01 LIMPIEZA DE TERRENO MANUAL m2 6,968.33 Area total Area= 6,968.33 2.02 TALA Y RETIRO DE ARBOLES Und 5.00 5.00 2.03 TRAZO NIVELACION Y REPLANTEO m2 2,959.81 Bloque A 1.00 19.15 8.65 165.65 rotonda 1.00 9.86 8.65 85.29 Bloque B 1.00 23.49 8.65 203.19 Bloque C 1.00 11.50 35.15 404.23 esc 1.00 4.65 6.00 27.90 Bloque D 1.00 13.07 28.63 374.19 esc 1.00 4.65 6.00 27.90 Bloque E 1.00 29.55 11.12 328.60 Bloque F 1.00 37.55 22.37 839.99 Bloque G 1.00 22.48 22.37 502.88 2.04 TRAZO DURANTE LA EJECUCION DE OBRA m2 3,865.47 Bloque A 1.00 19.15 8.65 165.65 talud 1:2 2.00 12.70 1.40 35.56 1.00 59.90 1.40 83.86 Bloque B 1.00 23.49 8.65 203.19 talud 1:2 2.00 25.70 1.60 82.24 2.00 13.55 1.60 43.36 Bloque C 1.00 11.50 35.15 404.23 talud 1:2 2.00 29.10 1.60 93.12 1.00 12.22 1.60 19.55 1.00 12.22 0.63 7.70 Bloque D 1.00 13.07 28.63 374.19 talud 1:2 2.00 21.85 1.40 61.18 2.00 33.91 1.40 94.95 Bloque E 1.00 26.50 21.75 576.38 talud 1:2 2.00 26.50 1.60 84.80 1.00 25.00 1.60 40.00 Bloque F 1.00 37.55 22.37 839.99 talud 1:2 2.00 37.55 1.40 105.14 1.00 22.37 1.40 31.32 Bloque G 1.00 11.96 9.06 108.36 talud 1:2 2.00 9.06 1.40 25.37 1.00 11.96 1.40 16.74 1.00 13.40 22.37 299.76 talud 1:2 2.00 13.40 1.40 37.52 1.00 22.37 1.40 31.32 2.05 INSTALACION PROVISIONAL DE ENERGIA ELECTRICA glb 1.00 1.00 1.00 ESTRUCTURAS 3.00 MOVIMIENTOS DE TIERRAS 3.01 EXCAVACION DE ZANJAS CON MAQUINARIA m3 5,206.31 Bloque C Z-1 18.00 1.00 2.50 2.50 3.13 352.13 t 1:2 18.00 2.00 2.50 1.40 1.57 197.19 t 1:2 18.00 2.00 5.30 1.40 1.57 418.04 Z-2 6.00 1.00 2.50 4.73 3.13 221.84 t 1:2 6.00 2.00 4.73 1.40 1.57 124.23 t 1:2 6.00 2.00 5.30 1.40 1.57 139.35 2.00 1.00 1.38 1.65 3.13 14.25 t 1:2 2.00 2.00 1.65 1.40 1.57 14.46 t 1:2 2.00 2.00 4.18 1.40 1.57 36.63 Z-3 2.00 1.00 1.50 3.00 3.13 28.17 t 1:2 2.00 2.00 3.00 1.40 1.57 26.29 t 1:2 2.00 2.00 4.30 1.40 1.57 37.69 VC 3.00 1.00 1.54 0.25 2.43 2.81 t 1:2 3.00 2.00 1.54 1.20 1.22 13.47 VC 3.00 1.00 1.88 0.25 2.43 3.43 t 1:2 3.00 2.00 1.88 1.20 1.22 16.45 VC 16.00 1.00 1.87 0.25 2.43 18.18 t 1:2 16.00 2.00 1.87 1.20 1.22 87.25 VC 1.00 1.00 3.50 0.25 2.43 2.13 t 1:2 1.00 2.00 3.50 1.20 1.22 10.21 VC 1.00 1.00 3.12 0.25 2.43 1.90 t 1:2 1.00 2.00 3.12 1.20 1.22 9.10 VC 1.00 1.00 3.30 0.25 2.43 2.00 t 1:2 1.00 2.00 3.30 1.20 1.22 9.62 VC 1.00 1.00 2.87 0.25 2.43 1.74 t 1:2 1.00 2.00 2.87 1.20 1.22 8.37 VC 1.00 1.00 3.55 0.25 2.43 2.16 t 1:2 1.00 2.00 3.55 1.20 1.22 10.35 VC 4.00 1.00 2.02 0.25 2.43 4.91 t 1:2 4.00 2.00 2.02 1.20 1.22 23.56

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Page 1: Sustento de Metrados - Estructura Final

SUSTENTO DE METRADOSPresup CREACION DEL PABELLON DE AULAS Y AMBIENTES COMPLEMENTARIOS PARA LA ESCUELA DE INGENIERIA AGRICOLA DE LA UNPSubpresup ESTRUCTURAS FASE ICliente UNIVERSIDAD NACIONAL DE PIURALugar PIURA - PIURA - PIURA

ITEM DESCRIPCION UND CANTIDAD N VECES LARGO ANCHO ALTO PARCIAL TOTAL1.00 OBRAS PROVISIONALES

1.01 CASETA PARA ALMACENAMIENTO Y GUARDIANIA m2 1.00 8.00 10.00 80.00

1.02 CARTEL DE IDENTIFICACION DE LA OBRA DE 3.6m x 2.4 u 1.00 1.00 1.00

1.03 MOVILIZACION Y DESMOVILIZACION PARA LA OBRA glb 1.00 1.00 1.00

1.04 CERCO PROVISIONAL PARA OBRA ml 1.00 365.00 365.00

2.00 TRABAJOS PRELIMINARES

2.01 LIMPIEZA DE TERRENO MANUAL m2 6,968.33

Area total Area= 6,968.33

2.02 TALA Y RETIRO DE ARBOLES Und 5.00 5.00

2.03 TRAZO NIVELACION Y REPLANTEO m2 2,959.81Bloque A 1.00 19.15 8.65 165.65

rotonda 1.00 9.86 8.65 85.29Bloque B 1.00 23.49 8.65 203.19Bloque C 1.00 11.50 35.15 404.22

esc 1.00 4.65 6.00 27.90Bloque D 1.00 13.07 28.63 374.19

esc 1.00 4.65 6.00 27.90Bloque E 1.00 29.55 11.12 328.60Bloque F 1.00 37.55 22.37 839.99Bloque G 1.00 22.48 22.37 502.88

2.04 TRAZO DURANTE LA EJECUCION DE OBRA m2 3,865.47Bloque A 1.00 19.15 8.65 165.65

talud 1:2 2.00 12.70 1.40 35.561.00 59.90 1.40 83.86

Bloque B 1.00 23.49 8.65 203.19talud 1:2 2.00 25.70 1.60 82.24

2.00 13.55 1.60 43.36Bloque C 1.00 11.50 35.15 404.22

talud 1:2 2.00 29.10 1.60 93.121.00 12.22 1.60 19.551.00 12.22 0.63 7.70

Bloque D 1.00 13.07 28.63 374.19talud 1:2 2.00 21.85 1.40 61.18

2.00 33.91 1.40 94.95Bloque E 1.00 26.50 21.75 576.38

talud 1:2 2.00 26.50 1.60 84.801.00 25.00 1.60 40.00

Bloque F 1.00 37.55 22.37 839.99talud 1:2 2.00 37.55 1.40 105.14

1.00 22.37 1.40 31.32Bloque G 1.00 11.96 9.06 108.36

talud 1:2 2.00 9.06 1.40 25.371.00 11.96 1.40 16.741.00 13.40 22.37 299.76

talud 1:2 2.00 13.40 1.40 37.521.00 22.37 1.40 31.32

2.05 INSTALACION PROVISIONAL DE ENERGIA ELECTRICA glb 1.00 1.00 1.00

ESTRUCTURAS3.00 MOVIMIENTOS DE TIERRAS3.01 EXCAVACION DE ZANJAS CON MAQUINARIA m3 5,206.31

Bloque C Z-1 18.00 1.00 2.50 2.50 3.13 352.13t 1:2 18.00 2.00 2.50 1.40 1.57 197.19t 1:2 18.00 2.00 5.30 1.40 1.57 418.04

Z-2 6.00 1.00 2.50 4.73 3.13 221.84t 1:2 6.00 2.00 4.73 1.40 1.57 124.23t 1:2 6.00 2.00 5.30 1.40 1.57 139.35

2.00 1.00 1.38 1.65 3.13 14.25t 1:2 2.00 2.00 1.65 1.40 1.57 14.46t 1:2 2.00 2.00 4.18 1.40 1.57 36.63

Z-3 2.00 1.00 1.50 3.00 3.13 28.17t 1:2 2.00 2.00 3.00 1.40 1.57 26.29t 1:2 2.00 2.00 4.30 1.40 1.57 37.69

VC 3.00 1.00 1.54 0.25 2.43 2.81t 1:2 3.00 2.00 1.54 1.20 1.22 13.47

VC 3.00 1.00 1.88 0.25 2.43 3.43t 1:2 3.00 2.00 1.88 1.20 1.22 16.45

VC 16.00 1.00 1.87 0.25 2.43 18.18t 1:2 16.00 2.00 1.87 1.20 1.22 87.25

VC 1.00 1.00 3.50 0.25 2.43 2.13t 1:2 1.00 2.00 3.50 1.20 1.22 10.21

VC 1.00 1.00 3.12 0.25 2.43 1.90t 1:2 1.00 2.00 3.12 1.20 1.22 9.10

VC 1.00 1.00 3.30 0.25 2.43 2.00t 1:2 1.00 2.00 3.30 1.20 1.22 9.62

VC 1.00 1.00 2.87 0.25 2.43 1.74t 1:2 1.00 2.00 2.87 1.20 1.22 8.37

Page 2: Sustento de Metrados - Estructura Final

VC 1.00 1.00 3.55 0.25 2.43 2.16t 1:2 1.00 2.00 3.55 1.20 1.22 10.35

VC 4.00 1.00 2.02 0.25 2.43 4.91t 1:2 4.00 2.00 2.02 1.20 1.22 23.56

Page 3: Sustento de Metrados - Estructura Final

VC 4.00 1.00 1.87 0.25 2.43 4.54t 1:2 4.00 2.00 1.87 1.20 1.22 21.81

VC 3.00 1.00 6.30 0.35 2.43 16.07t 1:2 3.00 2.00 6.30 1.20 1.22 55.11

Bloque D Z-1 13.00 1.00 2.50 2.50 3.13 254.31t 1:2 13.00 2.00 2.50 1.40 1.57 142.42t 1:2 13.00 2.00 5.30 1.40 1.57 301.92

Z-2 9.00 1.00 2.50 4.73 3.13 332.76t 1:2 9.00 2.00 4.73 1.40 1.57 186.34t 1:2 9.00 2.00 5.30 1.40 1.57 209.02

Z-3 2.00 1.00 1.50 3.00 3.13 28.17t 1:2 2.00 2.00 3.00 1.40 1.57 26.29t 1:2 2.00 2.00 4.30 1.40 1.57 37.69

VC 16.00 1.00 1.05 0.25 2.43 10.21t 1:2 16.00 2.00 1.05 1.20 1.22 48.99

VC 5.00 1.00 7.97 0.35 2.43 33.89t 1:2 5.00 2.00 7.97 1.20 1.22 116.20

VC 8.00 1.00 2.74 0.25 2.43 13.32t 1:2 8.00 2.00 2.74 1.20 1.22 63.92

VC 2.00 1.00 1.70 0.25 2.43 2.07t 1:2 2.00 2.00 1.70 1.20 1.22 9.91

VC 1.00 1.00 4.10 0.25 2.43 2.49t 1:2 1.00 2.00 4.10 1.20 1.22 11.96

Bloque E Z-1 4.00 1.00 1.95 3.50 1.98 54.05t 1:2 4.00 2.00 3.50 1.40 0.99 38.81t 1:2 4.00 2.00 4.76 1.40 0.99 52.78

Z-2 2.00 1.00 1.70 1.70 1.98 11.44t 1:2 2.00 2.00 1.70 1.20 0.99 8.08t 1:2 2.00 2.00 4.10 1.20 0.99 19.48

Z-3 3.00 1.00 2.20 2.20 1.98 28.75t 1:2 3.00 2.00 2.20 1.20 0.99 15.68t 1:2 3.00 2.00 5.00 1.20 0.99 35.64

Z-4 9.00 1.00 1.90 1.90 1.98 64.33t 1:2 9.00 2.00 1.90 1.40 0.99 47.40t 1:2 9.00 2.00 4.70 1.40 0.99 117.26

Z-5 2.00 1.00 1.35 2.90 1.98 15.50t 1:2 2.00 2.00 2.90 1.40 0.99 16.08t 1:2 2.00 2.00 4.15 1.40 0.99 23.01

Z-6 1.00 1.00 4.50 2.20 1.98 19.60t 1:2 1.00 2.00 4.50 1.40 0.99 12.47t 1:2 1.00 2.00 5.00 1.40 0.99 13.86

VC 2.00 1.00 3.10 0.25 1.70 2.64t 1:2 2.00 2.00 3.10 0.60 0.85 6.32

VC 2.00 1.00 2.40 0.25 1.70 2.04t 1:2 2.00 2.00 2.40 0.60 0.85 4.90

CC 1.00 1.00 5.13 1.00 1.98 10.161.00 1.00 3.21 1.00 1.98 6.361.00 2.00 2.40 0.70 1.98 6.651.00 1.00 3.77 1.00 1.98 7.461.00 3.00 3.67 0.70 1.98 15.261.00 2.00 3.07 1.00 1.98 12.161.00 1.00 2.85 0.70 1.98 3.951.00 2.00 2.20 1.00 1.98 8.711.00 1.00 2.55 1.00 1.98 5.05

Rotonda 1.00 1.00 8.65 9.85 0.50 42.60Vias Peatonales area= 727.32 0.40 290.93

area= 261.43 0.40 104.57Estacionamiento area= 787.57 0.40 315.03

3.02 EXCAVACION MANUAL DE ZANJA PARA CISTERNA m3 37.50CISTERNA DE CONCRETO 3.00 2.00 2.50 2.50 37.50

3.03 RELLENO Y COMPACTACION CON MATERIAL PROPIO m3 2,765.85

RELLENOEXCAVACION 5,206.31 5,206.31RELLENOS 610.88 -610.88

333.20 -333.20263.66 -263.6698.88 -98.88

710.53 -710.53109.67 -109.67257.85 -257.8545.23 -45.2310.57 -10.57

3.04 ELIMINACION DE MATERIAL EXCEDENTE m3 2,928.55CORTE 5,206.31 1.20 6,247.57RELLENO 2,765.85 1.20 3,319.02

3.05 PERFILADO DE FONDO DE ZANJA m2 2,964.64

3.07 COLOCACION DE AFIRMADO PARA BASE GRANULAR m3 610.88

3.07 COLOCACION DE HORMIGON COMPACTADO m3 333.20

3.07 COLOCACION DE MEZCLA 50% OVER + 30% CONFITILLO m3 263.66

Page 4: Sustento de Metrados - Estructura Final
Page 5: Sustento de Metrados - Estructura Final

3.07 COLOCACION DE CAMA DE ARENA GRUESA m3 98.88

Vias Peatonales area= 727.32 0.10 72.73area= 261.43 0.10 26.14

3.09 RIEGO Y COMPACTACION m2 2,358.78

Bloque C Z-1 18.00 1.00 2.50 2.50 112.50Z-2 6.00 1.00 2.50 4.73 70.88

2.00 1.00 1.38 1.65 4.55Z-3 2.00 1.00 1.50 3.00 9.00VC 3.00 1.00 1.54 0.25 1.16VC 3.00 1.00 1.88 0.25 1.41VC 16.00 1.00 1.87 0.25 7.48VC 1.00 1.00 3.50 0.25 0.88VC 1.00 1.00 3.12 0.25 0.78VC 1.00 1.00 3.30 0.25 0.83VC 1.00 1.00 2.87 0.25 0.72VC 1.00 1.00 3.55 0.25 0.89VC 4.00 1.00 2.02 0.25 2.02VC 4.00 1.00 1.87 0.25 1.87VC 3.00 1.00 6.30 0.35 6.61

Bloque D Z-1 13.00 1.00 2.50 2.50 81.25Z-2 9.00 1.00 2.50 4.73 106.31Z-3 2.00 1.00 1.50 3.00 9.00VC 16.00 1.00 1.05 0.25 4.20VC 5.00 1.00 7.97 0.35 13.95VC 8.00 1.00 2.74 0.25 5.48VC 2.00 1.00 1.70 0.25 0.85VC 1.00 1.00 4.10 0.25 1.03

Bloque E Z-1 4.00 1.00 1.95 3.50 27.30Z-2 2.00 1.00 1.70 1.70 5.78Z-3 3.00 1.00 2.20 2.20 14.52Z-4 9.00 1.00 1.90 1.90 32.49Z-5 2.00 1.00 1.35 2.90 7.83Z-6 1.00 1.00 4.50 2.20 9.90VC 2.00 1.00 3.10 0.25 1.55VC 2.00 1.00 2.40 0.25 1.20CC 1.00 1.00 5.13 1.00 5.13

1.00 1.00 3.21 1.00 3.211.00 2.00 2.40 0.70 3.361.00 1.00 3.77 1.00 3.771.00 3.00 3.67 0.70 7.711.00 2.00 3.07 1.00 6.141.00 1.00 2.85 0.70 1.991.00 2.00 2.20 1.00 4.401.00 1.00 2.55 1.00 2.55

Vias Peatonales area= 727.32 727.32area= 261.43 261.43

Estacionamiento area= 787.57 787.57

4.00 OBRAS DE CONCRETO SIMPLE4.01 SOLADO 51.04

Bloque C Z-1 14.00 1.00 2.50 2.50 0.08 7.00Z-2 6.00 1.00 2.50 4.73 0.08 5.67

2.00 1.00 1.38 1.65 0.08 0.36Z-3 2.00 1.00 1.50 3.00 0.08 0.72Z-4 4.00 1.00 3.00 3.00 0.08 2.88VC 3.00 1.00 1.54 0.25 0.08 0.09VC 2.00 1.00 1.89 0.25 0.08 0.08VC 2.00 1.00 1.88 0.25 0.08 0.08VC 10.00 1.00 1.87 0.25 0.08 0.37VC 2.00 1.00 1.85 0.25 0.08 0.07VC 2.00 1.00 1.82 0.25 0.08 0.07VC 1.00 1.00 3.50 0.25 0.08 0.07VC 1.00 1.00 3.12 0.25 0.08 0.06VC 1.00 1.00 3.30 0.25 0.08 0.07VC 1.00 1.00 2.87 0.25 0.08 0.06VC 1.00 1.00 3.55 0.25 0.08 0.07VC 5.00 1.00 1.65 0.25 0.08 0.17VC 4.00 1.00 1.75 0.25 0.08 0.14VC 3.00 1.00 6.30 0.35 0.08 0.53

Bloque D Z-1 13.00 1.00 2.50 2.50 0.08 6.50Z-2 9.00 1.00 2.50 4.73 0.08 8.50Z-3 2.00 1.00 1.50 3.00 0.08 0.72VC 12.00 1.00 1.05 0.25 0.08 0.25VC 3.00 1.00 1.00 0.25 0.08 0.06VC 1.00 1.00 1.10 0.25 0.08 0.02VC 5.00 1.00 7.97 0.35 0.08 1.12VC 8.00 1.00 2.74 0.25 0.08 0.44VC 2.00 1.00 1.70 0.25 0.08 0.07VC 1.00 1.00 4.10 0.25 0.08 0.08

Bloque E Z-1 4.00 1.00 1.95 3.50 0.08 2.18Z-2 2.00 1.00 1.70 1.70 0.08 0.46Z-3 3.00 1.00 2.20 2.20 0.08 1.16Z-4 9.00 1.00 1.90 1.90 0.08 2.60Z-5 2.00 1.00 1.35 2.90 0.08 0.63Z-6 1.00 1.00 4.50 2.20 0.08 0.79VC 2.00 1.00 3.10 0.25 0.08 0.12VC 1.00 1.00 2.40 0.25 0.08 0.05CC 1.00 1.00 5.13 0.90 0.08 0.37

1.00 1.00 3.21 1.00 0.08 0.261.00 2.00 2.40 0.70 0.08 0.271.00 1.00 3.77 1.00 0.08 0.301.00 3.00 3.67 0.70 0.08 0.62

Page 6: Sustento de Metrados - Estructura Final

1.00 2.00 3.07 0.70 0.08 0.341.00 1.00 2.85 0.70 0.08 0.161.00 2.00 2.20 1.00 0.08 0.351.00 1.00 2.55 1.00 0.08 0.201.00 2.00 3.85 0.90 0.08 0.551.00 2.00 3.25 0.90 0.08 0.471.00 2.00 2.60 0.90 0.08 0.371.00 2.00 2.40 0.90 0.08 0.351.00 1.00 3.55 0.90 0.08 0.261.00 1.00 2.50 0.90 0.08 0.181.00 1.00 1.53 0.90 0.08 0.11

PASARELA Z-1 1.00 1.00 3.50 1.30 0.08 0.36Z-2 1.00 1.00 4.00 1.60 0.08 0.51Z-3 1.00 1.00 1.50 1.50 0.08 0.18VC 1.00 2.00 2.33 0.25 0.08 0.09VC 1.00 4.00 2.31 0.25 0.08 0.18VC 1.00 2.00 2.43 0.25 0.08 0.10VC 1.00 1.00 1.17 0.25 0.08 0.02VC 1.00 1.00 1.32 0.25 0.08 0.03VC 1.00 1.00 3.13 0.25 0.08 0.06VC 1.00 1.00 0.78 0.25 0.08 0.02

4.02 CIMIENTOS CORRIDOS 109.67

Bloque E CC 1.00 1.00 5.13 0.90 1.70 7.851.00 1.00 3.21 1.00 1.70 5.461.00 2.00 2.40 0.70 1.70 5.711.00 1.00 3.77 1.00 1.70 6.411.00 3.00 3.67 0.70 1.70 13.101.00 2.00 3.07 0.70 1.70 7.311.00 1.00 2.85 0.70 1.70 3.391.00 2.00 2.20 1.00 1.70 7.481.00 1.00 2.55 1.00 1.70 4.341.00 2.00 3.85 0.90 1.70 11.781.00 2.00 3.25 0.90 1.70 9.951.00 2.00 2.60 0.90 1.70 7.961.00 2.00 2.40 0.90 1.70 7.341.00 1.00 3.55 0.90 1.70 5.431.00 1.00 2.50 0.90 1.70 3.821.00 1.00 1.53 0.90 1.70 2.34

4.02 FALSO PISO 1,661.15Bloque C 1.00 25.97 8.75 - 227.24

1.00 8.53 5.80 49.47Bloque D 1.00 28.13 10.22 - 287.49Bloque E 1.00 29.05 10.65 - 309.38Estacionamiento area= 787.57 787.57

Page 7: Sustento de Metrados - Estructura Final

5.00 OBRAS DE CONCRETO ARMADO

5.02 ZAPATAS5.02.01 CONCRETO F'C = 210KG/CM2 m3 257.85

BLOQUE CZAPATA 1 14.00 2.50 2.50 0.50 43.75ZAPATA 2 6.00 2.50 4.73 0.50 35.48

2.00 1.38 1.65 0.50 2.28ZAPATA 3 2.00 1.50 3.00 0.50 4.50ZAPATA 4 4.00 3.00 3.00 0.50 18.00

BLOQUE DZAPATA 1 13.00 2.50 2.50 0.50 40.63ZAPATA 2 9.00 2.50 4.73 0.50 53.21ZAPATA 3 2.00 1.50 3.00 0.50 4.50

BLOQUE EZAPATA 1 4.00 1.95 3.50 0.50 13.65ZAPATA 2 2.00 1.70 1.70 0.50 2.89ZAPATA 3 3.00 2.20 2.20 0.50 7.26ZAPATA 4 9.00 1.90 1.90 0.50 16.24ZAPATA 5 2.00 1.35 2.90 0.50 3.92ZAPATA 6 1.00 2.20 4.50 0.50 4.95

PASARELAZAPATA 1 1.00 3.50 1.30 0.50 2.28ZAPATA 2 1.00 4.00 1.60 0.50 3.20ZAPATA 3 1.00 1.50 1.50 0.50 1.13

5.02.02 ACERO DE REFUERZO EN ZAPATAS kg

5.03 VIGAS DE CIMENTACION5.03.01 CONCRETO F'C=210KG/CM2 m3 45.23

BLOQUE CVC 3.00 8.65 0.35 0.60 5.45VC 13.00 3.62 0.25 0.50 5.88VC 8.00 4.00 0.25 0.50 4.00VC 2.00 3.37 0.25 0.50 0.84VC 1.00 3.87 0.25 0.50 0.48VC 1.00 3.54 0.25 0.50 0.44VC 1.00 3.64 0.25 0.50 0.46VC 1.00 3.29 0.25 0.50 0.41VC 1.00 3.89 0.25 0.50 0.49VC 1.00 5.19 0.25 0.50 0.65VC 1.00 5.15 0.25 0.50 0.64VC 1.00 5.80 0.25 0.50 0.73VC 1.00 4.69 0.25 0.50 0.59VC 1.00 5.50 0.25 0.50 0.69

1.00 1.00 0.25 0.50 0.13BLOQUE D 5.00 10.22 0.35 0.60 10.73

8.00 4.60 0.25 0.50 4.602.00 2.30 0.25 0.50 0.584.00 2.55 0.25 0.50 1.28

12.00 2.80 0.25 0.50 4.201.00 5.20 0.25 0.50 0.65

BLOQUE E 2.00 4.90 0.25 0.40 0.981.00 3.50 0.25 0.40 0.35

5.03.02 ENCOFRADO Y DESENCOFRADO 324.86

caras a encofBLOQUE C

2.00 3.00 8.65 0.60 31.142.00 13.00 3.62 0.50 47.062.00 8.00 4.00 0.50 32.002.00 2.00 3.37 0.50 6.742.00 1.00 3.87 0.50 3.872.00 1.00 3.54 0.50 3.542.00 1.00 3.64 0.50 3.642.00 1.00 3.29 0.50 3.292.00 1.00 3.89 0.50 3.892.00 1.00 5.19 0.50 5.192.00 1.00 5.15 0.50 5.152.00 1.00 5.80 0.50 5.802.00 1.00 4.69 0.50 4.692.00 1.00 5.50 0.50 5.502.00 1.00 1.00 0.50 1.00

BLOQUE D 2.00 5.00 10.22 0.60 61.322.00 8.00 4.60 0.50 36.802.00 2.00 2.30 0.50 4.602.00 4.00 2.55 0.50 10.202.00 12.00 2.80 0.50 33.602.00 1.00 5.20 0.50 5.20

BLOQUE E 2.00 2.00 4.90 0.40 7.842.00 1.00 3.50 0.40 2.80

Page 8: Sustento de Metrados - Estructura Final

5.03.03 ACERO DE REFUERZO EN VIGAS DE CIMENTACION kg

5.04 SOBRECIMIENTO ARMADO5.04.01 CONCRETO F'C=210KG/CM2 m3 10.57

Bloque E CC 1.00 2.00 5.35 0.25 0.35 0.941.00 2.00 4.80 0.25 0.35 0.841.00 1.00 5.20 0.25 0.35 0.451.00 1.00 4.15 0.25 0.35 0.361.00 2.00 4.05 0.25 0.35 0.711.00 2.00 4.25 0.25 0.35 0.741.00 1.00 4.42 0.25 0.35 0.391.00 1.00 1.95 0.25 0.35 0.171.00 2.00 3.76 0.25 0.35 0.661.00 1.00 2.70 0.25 0.35 0.241.00 1.00 2.90 0.25 0.35 0.251.00 2.00 1.84 0.25 0.35 0.321.00 1.00 6.15 0.25 0.35 0.541.00 1.00 5.47 0.25 0.35 0.481.00 1.00 3.40 0.25 0.35 0.301.00 3.00 2.58 0.25 0.35 0.681.00 4.00 2.48 0.25 0.35 0.871.00 1.00 2.90 0.25 0.35 0.251.00 1.00 1.80 0.25 0.35 0.161.00 2.00 2.85 0.25 0.35 0.501.00 1.00 2.35 0.25 0.35 0.211.00 1.00 1.53 0.25 0.35 0.131.00 1.00 4.40 0.25 0.35 0.39

5.04.02 ENCOFRADO Y DESENCOFRADO DE SOBRECIMIENTO m2 84.55

Bloque E CC 2.00 2.00 5.35 0.35 7.492.00 2.00 4.80 0.35 6.722.00 1.00 5.20 0.35 3.642.00 1.00 4.15 0.35 2.912.00 2.00 4.05 0.35 5.672.00 2.00 4.25 0.35 5.952.00 1.00 4.42 0.35 3.092.00 1.00 1.95 0.35 1.372.00 2.00 3.76 0.35 5.262.00 1.00 2.70 0.35 1.892.00 1.00 2.90 0.35 2.032.00 2.00 1.84 0.35 2.582.00 1.00 6.15 0.35 4.312.00 1.00 5.47 0.35 3.832.00 1.00 3.40 0.35 2.382.00 3.00 2.58 0.35 5.422.00 4.00 2.48 0.35 6.942.00 1.00 2.90 0.35 2.032.00 1.00 1.80 0.35 1.262.00 2.00 2.85 0.35 3.992.00 1.00 2.35 0.35 1.652.00 1.00 1.53 0.35 1.072.00 1.00 4.40 0.35 3.08

5.04.03 ACERO DE REFUERZO -SOBRECIMIENTOS ARMADOS kg

5.05 COLUMNAS5.05.01 CONCRETO F'C=210KG/CM2 245.75

1° NIVELBLOQUE "C"

C1 4.00 0.40 0.25 5.15 2.064.00 0.50 0.25 5.15 2.58

C2 14.00 0.75 0.25 5.15 13.5214.00 0.35 0.35 5.15 8.83

C3 9.00 0.75 0.25 5.15 8.69C4 11.00 0.40 0.25 5.15 5.67

BLOQUE "D"C1 4.00 0.40 0.25 5.15 2.06

4.00 0.50 0.25 5.15 2.58C2 14.00 0.75 0.25 5.15 13.52

14.00 0.35 0.35 5.15 8.83C3 9.00 0.35 0.30 5.15 4.87C4 4.00 0.75 0.25 5.15 3.86C5 9.00 0.40 0.25 5.15 4.64

BLOQUE EC1 22.00 0.25 0.25 5.15 7.08C2 7.00 0.40 0.15 5.15 2.16C3 2.00 0.40 0.25 5.15 1.03C4 2.00 1.35 0.25 5.15 3.48

PASARELAC1 14.00 0.40 0.25 5.15 7.21C2 1.00 0.60 0.25 5.15 0.77

2° NIVELBLOQUE "C"

C1 4.00 0.40 0.25 3.20 1.284.00 0.50 0.25 3.20 1.60

C2 14.00 0.75 0.25 3.20 8.4014.00 0.35 0.35 3.20 5.49

C3 9.00 0.75 0.25 3.20 5.40C4 11.00 0.40 0.25 3.20 3.52

BLOQUE "D"C1 4.00 0.40 0.25 3.20 1.28

Page 9: Sustento de Metrados - Estructura Final

4.00 0.50 0.25 3.20 1.60C2 14.00 0.75 0.25 3.20 8.40

14.00 0.35 0.35 3.20 5.49C3 9.00 0.35 0.30 3.20 3.02

Page 10: Sustento de Metrados - Estructura Final

C4 4.00 0.75 0.25 3.20 2.40C5 9.00 0.40 0.25 3.20 2.88

BLOQUE EC1 22.00 0.25 0.25 3.20 4.40C2 7.00 0.40 0.15 3.20 1.34C3 2.00 0.40 0.25 3.20 0.64C4 2.00 1.35 0.25 3.20 2.16

PASARELAC1 14.00 0.40 0.25 3.20 4.48C2 1.00 0.60 0.25 3.20 0.48

3° NIVELBLOQUE "C"

C1 4.00 0.40 0.25 3.20 1.284.00 0.50 0.25 3.20 1.60

C2 14.00 0.75 0.25 3.20 8.4014.00 0.35 0.35 3.20 5.49

C3 9.00 0.75 0.25 3.20 5.40C4 11.00 0.40 0.25 3.20 3.52

BLOQUE "D"C1 4.00 0.40 0.25 3.20 1.28

4.00 0.50 0.25 3.20 1.60C2 14.00 0.75 0.25 3.20 8.40

14.00 0.35 0.35 3.20 5.49C3 9.00 0.35 0.30 3.20 3.02C4 4.00 0.75 0.25 3.20 2.40C5 9.00 0.40 0.25 3.20 2.88

PASARELAC1 14.00 0.40 0.25 3.20 4.48C2 1.00 0.60 0.25 3.20 0.48

5.05.02 ENCOFRADO Y DESENCOFRADO 2,446.59PERIMETRO

1° NIVELBLOQUE "C"

C1 4.00 5.15 0.40 0.25 1.30 26.784.00 5.15 0.50 0.25 1.50 30.90

C2 14.00 5.15 0.75 0.25 2.00 144.2014.00 5.15 0.35 0.35 1.40 100.94

C3 9.00 5.15 0.75 0.25 2.00 92.70C4 11.00 5.15 0.40 0.25 1.30 73.65

BLOQUE "D"C1 4.00 5.15 0.40 0.25 1.30 26.78

4.00 5.15 0.50 0.25 1.50 30.90C2 14.00 5.15 0.75 0.25 2.00 144.20

14.00 5.15 0.35 0.35 1.40 100.94C3 9.00 5.15 0.35 0.30 1.30 60.25C4 4.00 5.15 0.75 0.25 2.00 41.20C5 9.00 5.15 0.40 0.25 1.30 60.26

BLOQUE EC1 22.00 5.15 0.25 0.25 1.00 113.30C2 7.00 5.15 0.40 0.15 1.10 39.66C3 2.00 5.15 0.40 0.25 1.30 13.39C4 2.00 5.15 1.35 0.25 3.20 32.96

PASARELAC1 14.00 5.15 0.40 0.25 1.30 93.73C2 1.00 5.15 0.60 0.25 1.70 8.76

2° NIVELBLOQUE "C"

C1 4.00 3.20 0.40 0.25 1.30 5.204.00 3.20 0.50 0.25 1.50 6.00

C2 14.00 3.20 0.75 0.25 2.00 28.0014.00 3.20 0.35 0.35 1.40 19.60

C3 9.00 3.20 0.75 0.25 2.00 18.00C4 11.00 3.20 0.40 0.25 1.30 14.30

BLOQUE "D"C1 4.00 3.20 0.40 0.25 1.30 16.64

4.00 3.20 0.50 0.25 1.50 19.20C2 14.00 3.20 0.75 0.25 2.00 89.60

14.00 3.20 0.35 0.35 1.40 62.72C3 9.00 3.20 0.35 0.30 1.30 37.44C4 4.00 3.20 0.75 0.25 2.00 25.60C5 9.00 3.20 0.40 0.25 1.30 37.44

BLOQUE EC1 22.00 3.20 0.25 0.25 1.00 70.40C2 7.00 3.20 0.40 0.15 1.10 24.64C3 2.00 3.20 0.40 0.25 1.30 8.32C4 2.00 3.20 1.35 0.25 3.20 20.48

PASARELAC1 14.00 3.20 0.40 0.25 1.30 58.24C2 1.00 3.20 0.60 0.25 1.70 5.44

3° NIVELBLOQUE "C"

C1 4.00 3.20 0.40 0.25 1.30 16.644.00 3.20 0.50 0.25 1.50 19.20

C2 14.00 3.20 0.75 0.25 2.00 89.6014.00 3.20 0.35 0.35 1.40 62.72

C3 9.00 3.20 0.75 0.25 2.00 57.6011.00 3.20 0.40 0.25 1.30 45.76

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BLOQUE "D"C1 4.00 3.20 0.40 0.25 1.30 16.64

4.00 3.20 0.50 0.25 1.50 19.20C2 14.00 3.20 0.75 0.25 2.00 89.60

14.00 3.20 0.35 0.35 1.40 62.72C3 9.00 3.20 0.35 0.30 1.30 37.44C4 4.00 3.20 0.75 0.25 2.00 25.60C5 9.00 3.20 0.40 0.25 1.30 37.44

PASARELAC1 14.00 3.20 0.40 0.25 1.30 58.24C2 1.00 3.20 0.60 0.25 1.70 5.44

5.05.03 ACERO DE REFUERZO - COLUMNAS kg

5.06 MUROS DE CONTENCION5.06.01 CONCRETO PARA MURO DE CONTENCION f´c=210 kg/cm2 52.23

BLOQUE "C"8.00 4.00 0.25 1.45 11.601.00 3.29 0.25 1.45 1.191.00 3.64 0.25 1.45 1.325.00 3.62 0.25 1.45 6.565.00 3.62 0.15 1.35 3.671.00 3.37 0.25 1.45 1.221.00 3.37 0.15 1.35 0.681.00 5.80 0.25 1.45 2.101.00 5.15 0.15 1.35 1.041.00 2.74 0.15 1.35 0.551.00 2.99 0.15 1.35 0.611.00 5.19 0.15 1.35 1.05

BLOQUE "D"8.00 4.60 0.25 1.45 13.348.00 2.80 0.15 1.35 4.542.00 2.55 0.15 1.35 1.032.00 1.25 0.15 1.35 0.514.00 1.50 0.15 1.35 1.21

5.06.02 ENCOFRADO Y DESENCOFRADO 497.26

BLOQUE "C"2.00 8.00 4.00 1.45 92.802.00 1.00 3.29 1.45 9.542.00 1.00 3.64 1.45 10.562.00 5.00 3.62 1.45 52.492.00 5.00 3.62 1.35 48.872.00 1.00 3.37 1.45 9.772.00 1.00 3.37 1.35 9.102.00 1.00 5.80 1.45 16.822.00 1.00 5.15 1.35 13.912.00 1.00 2.74 1.35 7.402.00 1.00 2.99 1.35 8.072.00 1.00 5.19 1.35 14.01

BLOQUE "D"2.00 8.00 4.60 1.45 106.722.00 8.00 2.80 1.35 60.482.00 2.00 2.55 1.35 13.772.00 2.00 1.25 1.35 6.752.00 4.00 1.50 1.35 16.20

5.06.03 ACERO DE REFUERZO PARA MURO DE CONTENCION fy= 4,200 KG/CM2

5.07 VIGAS5.07.01 CONCRETO PARA VIGAS f´c=210kg/cm2 224.52

1ER NIVELBLOQUE C

VIGA 100 (35X80) 3.00 8.75 0.35 0.80 7.353.00 1.90 0.35 0.80 1.60

VIGA 200 (25X50) 8.00 4.00 0.25 0.50 4.003.00 1.90 0.25 0.50 0.711.00 2.35 0.25 0.50 0.29

VIGA 300 (25X40) 1.00 3.29 0.25 0.40 0.332.00 3.37 0.25 0.40 0.671.00 3.87 0.25 0.40 0.39

12.00 3.62 0.25 0.40 4.342.00 1.00 0.25 0.40 0.201.00 5.50 0.25 0.40 0.551.00 3.89 0.25 0.40 0.391.00 3.54 0.25 0.40 0.352.00 3.64 0.25 0.40 0.731.00 3.96 0.25 0.40 0.40

VIGA 400 (25X50) 1.00 5.19 0.25 0.50 0.651.00 4.69 0.25 0.50 0.591.00 5.80 0.25 0.50 0.731.00 5.15 0.25 0.50 0.64

Page 12: Sustento de Metrados - Estructura Final

BLOQUE DVIGA 100 (35X90) 5.00 10.22 0.35 0.90 16.10

5.00 2.10 0.35 0.90 3.31VIGA 200 (25X50) 4.00 4.59 0.25 0.50 2.30

4.00 4.74 0.25 0.50 2.372.00 2.10 0.25 0.50 0.532.00 2.45 0.25 0.50 0.61

VIGA 300 (25X40) 4.00 2.55 0.25 0.40 1.023.00 3.15 0.25 0.40 0.954.00 3.20 0.25 0.40 1.281.00 0.25 0.25 0.40 0.03

12.00 2.80 0.25 0.40 3.36BLOQUE E

VIGA 100 (25X50) 1.00 2.22 0.25 0.50 0.281.00 2.33 0.25 0.50 0.291.00 5.20 0.25 0.50 0.651.00 4.15 0.25 0.50 0.522.00 4.05 0.25 0.50 1.012.00 4.25 0.25 0.50 1.061.00 4.80 0.25 0.50 0.601.00 2.90 0.25 0.50 0.361.00 3.50 0.25 0.50 0.441.00 2.70 0.25 0.50 0.34

VIGA 101 (25X50) 1.00 4.80 0.25 0.50 0.601.00 2.90 0.25 0.50 0.361.00 2.05 0.25 0.50 0.261.00 4.15 0.25 0.50 0.521.00 4.05 0.25 0.50 0.512.00 4.25 0.25 0.50 1.06

VIGA B 1.00 4.80 0.15 0.15 0.11VIGA R (25X40) 2.00 5.35 0.25 0.40 1.07

2.00 3.80 0.25 0.40 0.761.00 4.91 0.25 0.40 0.492.00 3.76 0.25 0.40 0.751.00 1.95 0.25 0.40 0.201.00 4.42 0.25 0.40 0.445.00 5.47 0.25 0.40 2.74

VIGA 102 (25X50) 2.00 4.91 0.25 0.50 1.231.00 5.47 0.25 0.50 0.68

VIGA 103 (25X50) 1.00 1.84 0.25 0.50 0.231.00 6.15 0.25 0.50 0.771.00 1.83 0.25 0.50 0.23

PASARELAV-100 4.00 1.80 0.25 0.50 0.90

1.00 1.95 0.25 0.50 0.242.00 2.47 0.25 0.50 0.621.00 2.08 0.25 0.50 0.261.00 4.28 0.25 0.50 0.54

V-101 2.00 3.53 0.25 0.40 0.714.00 3.66 0.25 0.40 1.461.00 3.78 0.25 0.40 0.382.00 2.10 0.25 0.40 0.421.00 2.45 0.25 0.40 0.25

Page 13: Sustento de Metrados - Estructura Final

2DO NIVELBLOQUE C

VIGA 100 (35X80) 3.00 8.75 0.35 0.80 7.353.00 1.90 0.35 0.80 1.60

VIGA 200 (25X50) 8.00 4.00 0.25 0.50 4.003.00 1.90 0.25 0.50 0.711.00 2.35 0.25 0.50 0.29

VIGA 300 (25X40) 1.00 3.29 0.25 0.40 0.332.00 3.37 0.25 0.40 0.671.00 3.87 0.25 0.40 0.39

12.00 3.62 0.25 0.40 4.342.00 1.00 0.25 0.40 0.201.00 5.50 0.25 0.40 0.551.00 3.89 0.25 0.40 0.391.00 3.54 0.25 0.40 0.352.00 3.64 0.25 0.40 0.731.00 3.96 0.25 0.40 0.40

VIGA 400 (25X50) 1.00 5.19 0.25 0.50 0.651.00 4.69 0.25 0.50 0.591.00 5.80 0.25 0.50 0.731.00 5.15 0.25 0.50 0.64

BLOQUE DVIGA 100 (35X90) 5.00 10.22 0.35 0.90 16.10

5.00 2.10 0.35 0.90 3.31VIGA 200 (25X50) 4.00 4.59 0.25 0.50 2.30

4.00 4.74 0.25 0.50 2.372.00 2.10 0.25 0.50 0.532.00 2.45 0.25 0.50 0.61

VIGA 300 (25X40) 4.00 2.55 0.25 0.40 1.023.00 3.15 0.25 0.40 0.954.00 3.20 0.25 0.40 1.281.00 0.25 0.25 0.40 0.03

12.00 2.80 0.25 0.40 3.36BLOQUE E

VIGA 100 (25X50) 1.00 2.22 0.25 0.50 0.281.00 2.33 0.25 0.50 0.291.00 5.20 0.25 0.50 0.651.00 4.15 0.25 0.50 0.522.00 4.05 0.25 0.50 1.012.00 4.25 0.25 0.50 1.061.00 4.80 0.25 0.50 0.601.00 2.90 0.25 0.50 0.361.00 3.50 0.25 0.50 0.441.00 2.70 0.25 0.50 0.34

VIGA 101 (25X50) 1.00 4.80 0.25 0.50 0.601.00 2.90 0.25 0.50 0.361.00 2.05 0.25 0.50 0.261.00 4.15 0.25 0.50 0.521.00 4.05 0.25 0.50 0.512.00 4.25 0.25 0.50 1.06

VIGA R (25X40) 2.00 5.35 0.25 0.40 1.072.00 3.80 0.25 0.40 0.761.00 4.91 0.25 0.40 0.492.00 3.76 0.25 0.40 0.751.00 1.95 0.25 0.40 0.201.00 4.42 0.25 0.40 0.445.00 5.47 0.25 0.40 2.74

VIGA 102 (25X50) 2.00 4.91 0.25 0.50 1.231.00 5.47 0.25 0.50 0.68

VIGA 103 (25X50) 1.00 1.84 0.25 0.50 0.231.00 6.15 0.25 0.50 0.771.00 1.83 0.25 0.50 0.23

PASARELAV-100 4.00 1.80 0.25 0.50 0.90

1.00 1.95 0.25 0.50 0.242.00 2.47 0.25 0.50 0.621.00 2.08 0.25 0.50 0.261.00 4.28 0.25 0.50 0.54

V-101 2.00 3.53 0.25 0.40 0.714.00 3.66 0.25 0.40 1.461.00 3.78 0.25 0.40 0.382.00 2.10 0.25 0.40 0.421.00 2.45 0.25 0.40 0.25

3ER NIVELBLOQUE C

VIGA 100 (35X80) 3.00 8.75 0.35 0.80 7.353.00 1.90 0.35 0.80 1.60

VIGA 200 (25X50) 8.00 4.00 0.25 0.50 4.003.00 1.90 0.25 0.50 0.711.00 2.35 0.25 0.50 0.29

VIGA 300 (25X40) 1.00 3.29 0.25 0.40 0.332.00 3.37 0.25 0.40 0.671.00 3.87 0.25 0.40 0.39

12.00 3.62 0.25 0.40 4.342.00 1.00 0.25 0.40 0.201.00 5.50 0.25 0.40 0.551.00 3.89 0.25 0.40 0.391.00 3.54 0.25 0.40 0.352.00 3.64 0.25 0.40 0.731.00 3.96 0.25 0.40 0.40

VIGA 400 (25X50) 1.00 5.19 0.25 0.50 0.651.00 4.69 0.25 0.50 0.591.00 5.80 0.25 0.50 0.731.00 5.15 0.25 0.50 0.64

BLOQUE DVIGA 100 (35X90) 5.00 10.22 0.35 0.90 16.10

5.00 2.10 0.35 0.90 3.31

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VIGA 200 (25X50) 4.00 4.59 0.25 0.50 2.304.00 4.74 0.25 0.50 2.372.00 2.10 0.25 0.50 0.532.00 2.45 0.25 0.50 0.61

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VIGA 300 (25X40) 4.00 2.55 0.25 0.40 1.023.00 3.15 0.25 0.40 0.954.00 3.20 0.25 0.40 1.281.00 0.25 0.25 0.40 0.03

12.00 2.80 0.25 0.40 3.36PASARELAV-100 4.00 1.80 0.25 0.50 0.90

1.00 1.95 0.25 0.50 0.242.00 2.47 0.25 0.50 0.621.00 2.08 0.25 0.50 0.261.00 4.28 0.25 0.50 0.54

V-101 2.00 3.53 0.25 0.40 0.714.00 3.66 0.25 0.40 1.461.00 3.78 0.25 0.40 0.382.00 2.10 0.25 0.40 0.421.00 2.45 0.25 0.40 0.25

5.07.02 ENCOFRADO Y DESENCOFRADO 1,399.631ER NIVELBLOQUE C

VIGA 100 (35X80) 1.55 3.00 8.75 0.35 0.80 40.691.55 3.00 1.90 0.35 0.80 8.84

VIGA 200 (25X50) 0.85 8.00 4.00 0.25 0.50 27.200.85 3.00 1.90 0.25 0.50 4.840.85 1.00 2.35 0.25 0.50 2.00

VIGA 300 (25X40) 0.65 1.00 3.29 0.25 0.40 2.140.65 2.00 3.37 0.25 0.40 4.380.65 1.00 3.87 0.25 0.40 2.520.65 12.00 3.62 0.25 0.40 28.240.65 2.00 1.00 0.25 0.40 1.300.65 1.00 5.50 0.25 0.40 3.580.65 1.00 3.89 0.25 0.40 2.530.65 1.00 3.54 0.25 0.40 2.300.65 2.00 3.64 0.25 0.40 4.730.65 1.00 3.96 0.25 0.40 2.57

VIGA 400 (25X50) 0.85 1.00 5.19 0.25 0.50 4.410.85 1.00 4.69 0.25 0.50 3.990.85 1.00 5.80 0.25 0.50 4.930.85 1.00 5.15 0.25 0.50 4.38

BLOQUE DVIGA 100 (35X90) 1.75 5.00 10.22 0.35 0.90 89.43

1.75 5.00 2.10 0.35 0.90 18.38VIGA 200 (25X50) 0.85 4.00 4.59 0.25 0.50 15.61

0.85 4.00 4.74 0.25 0.50 16.100.85 2.00 2.10 0.25 0.50 3.570.85 2.00 2.45 0.25 0.50 4.17

VIGA 300 (25X40) 0.65 4.00 2.55 0.25 0.40 6.630.65 3.00 3.15 0.25 0.40 6.140.65 4.00 3.20 0.25 0.40 8.320.65 1.00 0.25 0.25 0.40 0.160.65 12.00 2.80 0.25 0.40 21.84

BLOQUE EVIGA 100 (25X50) 0.85 1.00 2.22 0.25 0.50 1.89

0.85 1.00 2.33 0.25 0.50 1.980.85 1.00 5.20 0.25 0.50 4.420.85 1.00 4.15 0.25 0.50 3.530.85 2.00 4.05 0.25 0.50 6.890.85 2.00 4.25 0.25 0.50 7.230.85 1.00 4.80 0.25 0.50 4.080.85 1.00 2.90 0.25 0.50 2.470.85 1.00 3.50 0.25 0.50 2.980.85 1.00 2.70 0.25 0.50 2.30

VIGA 101 (25X50) 0.85 1.00 4.80 0.25 0.50 4.080.85 1.00 2.90 0.25 0.50 2.470.85 1.00 2.05 0.25 0.50 1.740.85 1.00 4.15 0.25 0.50 3.530.85 1.00 4.05 0.25 0.50 3.440.85 2.00 4.25 0.25 0.50 7.23

VIGA B 0.05 1.00 4.80 0.15 0.15 0.24VIGA R (25X40) 0.65 2.00 5.35 0.25 0.40 6.96

0.65 2.00 3.80 0.25 0.40 4.940.65 1.00 4.91 0.25 0.40 3.190.65 2.00 3.76 0.25 0.40 4.890.65 1.00 1.95 0.25 0.40 1.270.65 1.00 4.42 0.25 0.40 2.870.65 5.00 5.47 0.25 0.40 17.78

VIGA 102 (25X50) 0.85 2.00 4.91 0.25 0.50 8.350.85 1.00 5.47 0.25 0.50 4.65

VIGA 103 (25X50) 0.85 1.00 1.84 0.25 0.50 1.560.85 1.00 6.15 0.25 0.50 5.230.85 1.00 1.83 0.25 0.50 1.56

PASARELAV-100 0.85 4.00 1.80 0.25 0.50 6.12

0.85 1.00 1.95 0.25 0.50 1.660.85 2.00 2.47 0.25 0.50 4.200.85 1.00 2.08 0.25 0.50 1.770.85 1.00 4.28 0.25 0.50 3.64

V-101 0.65 2.00 3.53 0.25 0.40 4.590.65 4.00 3.66 0.25 0.40 9.520.65 1.00 3.78 0.25 0.40 2.460.65 2.00 2.10 0.25 0.40 2.730.65 1.00 2.45 0.25 0.40 1.59

2DO NIVELBLOQUE C

VIGA 100 (35X80) 1.55 3.00 8.75 0.35 0.80 40.691.55 3.00 1.90 0.35 0.80 8.84

Page 16: Sustento de Metrados - Estructura Final

VIGA 200 (25X50) 0.85 8.00 4.00 0.25 0.50 27.200.85 3.00 1.90 0.25 0.50 4.840.85 1.00 2.35 0.25 0.50 2.00

VIGA 300 (25X40) 0.65 1.00 3.29 0.25 0.40 2.14

Page 17: Sustento de Metrados - Estructura Final

0.65 2.00 3.37 0.25 0.40 4.380.65 1.00 3.87 0.25 0.40 2.520.65 12.00 3.62 0.25 0.40 28.240.65 2.00 1.00 0.25 0.40 1.300.65 1.00 5.50 0.25 0.40 3.580.65 1.00 3.89 0.25 0.40 2.530.65 1.00 3.54 0.25 0.40 2.300.65 2.00 3.64 0.25 0.40 4.730.65 1.00 3.96 0.25 0.40 2.57

VIGA 400 (25X50) 0.85 1.00 5.19 0.25 0.50 4.410.85 1.00 4.69 0.25 0.50 3.990.85 1.00 5.80 0.25 0.50 4.930.85 1.00 5.15 0.25 0.50 4.38

BLOQUE DVIGA 100 (35X90) 1.75 5.00 10.22 0.35 0.90 89.43

1.75 5.00 2.10 0.35 0.90 18.38VIGA 200 (25X50) 0.85 4.00 4.59 0.25 0.50 15.61

0.85 4.00 4.74 0.25 0.50 16.100.85 2.00 2.10 0.25 0.50 3.570.85 2.00 2.45 0.25 0.50 4.17

VIGA 300 (25X40) 0.65 4.00 2.55 0.25 0.40 6.630.65 3.00 3.15 0.25 0.40 6.140.65 4.00 3.20 0.25 0.40 8.320.65 1.00 0.25 0.25 0.40 0.160.65 12.00 2.80 0.25 0.40 21.84

BLOQUE EVIGA 100 (25X50) 0.85 1.00 2.22 0.25 0.50 1.89

0.85 1.00 2.33 0.25 0.50 1.980.85 1.00 5.20 0.25 0.50 4.420.85 1.00 4.15 0.25 0.50 3.530.85 2.00 4.05 0.25 0.50 6.890.85 2.00 4.25 0.25 0.50 7.230.85 1.00 4.80 0.25 0.50 4.080.85 1.00 2.90 0.25 0.50 2.470.85 1.00 3.50 0.25 0.50 2.980.85 1.00 2.70 0.25 0.50 2.30

VIGA 101 (25X50) 0.85 1.00 4.80 0.25 0.50 4.080.85 1.00 2.90 0.25 0.50 2.470.85 1.00 2.05 0.25 0.50 1.740.85 1.00 4.15 0.25 0.50 3.530.85 1.00 4.05 0.25 0.50 3.440.85 2.00 4.25 0.25 0.50 7.23

VIGA R (25X40) 0.65 2.00 5.35 0.25 0.40 6.960.65 2.00 3.80 0.25 0.40 4.940.65 1.00 4.91 0.25 0.40 3.190.65 2.00 3.76 0.25 0.40 4.890.65 1.00 1.95 0.25 0.40 1.270.65 1.00 4.42 0.25 0.40 2.870.65 5.00 5.47 0.25 0.40 17.78

VIGA 102 (25X50) 0.85 2.00 4.91 0.25 0.50 8.350.85 1.00 5.47 0.25 0.50 4.65

VIGA 103 (25X50) 0.85 1.00 1.84 0.25 0.50 1.560.85 1.00 6.15 0.25 0.50 5.230.85 1.00 1.83 0.25 0.50 1.56

PASARELAV-100 0.85 4.00 1.80 0.25 0.50 6.12

0.85 1.00 1.95 0.25 0.50 1.660.85 2.00 2.47 0.25 0.50 4.200.85 1.00 2.08 0.25 0.50 1.770.85 1.00 4.28 0.25 0.50 3.64

V-101 0.65 2.00 3.53 0.25 0.40 4.590.65 4.00 3.66 0.25 0.40 9.520.65 1.00 3.78 0.25 0.40 2.460.65 2.00 2.10 0.25 0.40 2.730.65 1.00 2.45 0.25 0.40 1.59

3ER NIVELBLOQUE C

VIGA 100 (35X80) 1.55 3.00 8.75 0.35 0.80 40.691.55 3.00 1.90 0.35 0.80 8.84

VIGA 200 (25X50) 0.85 8.00 4.00 0.25 0.50 27.200.85 3.00 1.90 0.25 0.50 4.840.85 1.00 2.35 0.25 0.50 2.00

VIGA 300 (25X40) 0.65 1.00 3.29 0.25 0.40 2.140.65 2.00 3.37 0.25 0.40 4.380.65 1.00 3.87 0.25 0.40 2.520.65 12.00 3.62 0.25 0.40 28.240.65 2.00 1.00 0.25 0.40 1.300.65 1.00 5.50 0.25 0.40 3.580.65 1.00 3.89 0.25 0.40 2.530.65 1.00 3.54 0.25 0.40 2.300.65 2.00 3.64 0.25 0.40 4.730.65 1.00 3.96 0.25 0.40 2.57

VIGA 400 (25X50) 0.85 1.00 5.19 0.25 0.50 4.410.85 1.00 4.69 0.25 0.50 3.990.85 1.00 5.80 0.25 0.50 4.930.85 1.00 5.15 0.25 0.50 4.38

BLOQUE DVIGA 100 (35X90) 1.75 5.00 10.22 0.35 0.90 89.43

1.75 5.00 2.10 0.35 0.90 18.38VIGA 200 (25X50) 0.85 4.00 4.59 0.25 0.50 15.61

0.85 4.00 4.74 0.25 0.50 16.100.85 2.00 2.10 0.25 0.50 3.570.85 2.00 2.45 0.25 0.50 4.17

VIGA 300 (25X40) 0.65 4.00 2.55 0.25 0.40 6.630.65 3.00 3.15 0.25 0.40 6.140.65 4.00 3.20 0.25 0.40 8.32

Page 18: Sustento de Metrados - Estructura Final

0.65 1.00 0.25 0.25 0.40 0.160.65 12.00 2.80 0.25 0.40 21.84

Page 19: Sustento de Metrados - Estructura Final

PASARELAV-100 0.85 4.00 1.80 0.25 0.50 6.12

0.85 1.00 1.95 0.25 0.50 1.660.85 2.00 2.47 0.25 0.50 4.200.85 1.00 2.08 0.25 0.50 1.770.85 1.00 4.28 0.25 0.50 3.64

V-101 0.65 2.00 3.53 0.25 0.40 4.590.65 4.00 3.66 0.25 0.40 9.520.65 1.00 3.78 0.25 0.40 2.460.65 2.00 2.10 0.25 0.40 2.730.65 1.00 2.45 0.25 0.40 1.59

5.08 LOSA ALIGERADO5.08.01 CONCRETO F'C=210 KG/CM2 m3 243.22

1ER PISOAREA

BLOQUE C 0.087545 358.76 31.41BLOQUE D 0.087545 329.17 28.82BLOQUE E 0.087545 286.05 25.04PASARELA 0.087545 47.43 4.15

2DO PISO

BLOQUE C 0.087545 358.76 31.41BLOQUE D 0.087545 329.17 28.82BLOQUE E 0.087545 286.05 25.04PASARELA 0.087545 47.43 4.15

3ER PISO

BLOQUE C 0.087545 358.76 31.41BLOQUE D 0.087545 329.17 28.82PASARELA 0.087545 47.43 4.15

5.08.02 ENCOFRADO Y DESENCOFRADO DE LOSA ALIG. m2 2,778.18PRIMER PISOBLOQUE C 1.00 358.76 358.76BLOQUE D 1.00 329.17 329.17BLOQUE E 1.00 286.05 286.05PASARELA 1.00 47.43 47.432DO PISOBLOQUE C 1.00 358.76 358.76BLOQUE D 1.00 329.17 329.17BLOQUE E 1.00 286.05 286.05PASARELA 1.00 47.43 47.433ER PISOBLOQUE C 1.00 358.76 358.76BLOQUE D 1.00 329.17 329.17PASARELA 1.00 47.43 47.43

5.08.03 ACERO DE LOSA ALIGERADA Kg 16,145.49PRIMER PISO

BLOQUE CAs Positivo 29.00 1/2'' 4.00 6.02 691.34As Positivo 29.00 1/2'' 1.00 4.50 129.20As Negativo Baston Extremo 29.00 3/8" 2.00 1.30 42.22As Negativo Baston Medio 29.00 3/8" 7.00 2.95 335.36

BLOQUE DAs Positivo 32.00 1/2'' 3.00 9.00 855.36As Positivo 32.00 1/2'' 1.00 4.50 142.56As Negativo Baston Extremo 32.00 3/8" 2.00 1.15 41.22As Negativo Baston Medio 32.00 1/2'' 7.00 2.25 282.24

BLOQUE EAs Positivo 11.00 1/2'' 1.00 9.00 98.01As Positivo 11.00 1/2'' 1.00 4.50 49.01As Negativo Baston Extremo 11.00 3/8" 1.00 1.25 7.70As Negativo Baston Medio 11.00 1/2'' 1.00 5.20 56.63

As Negativo Baston Extremo 11.00 3/8" 1.00 1.20 7.39As Positivo 45.00 1/2'' 1.00 9.00 400.95As Positivo 45.00 1/2'' 1.00 4.50 200.48As Positivo 45.00 3/8" 1.00 4.50 113.40As Positivo 45.00 3/8" 1.00 3.90 98.28As Negativo Baston Extremo 45.00 3/8" 2.00 1.60 80.64As Negativo Baston Medio 45.00 1/2'' 1.00 4.00 178.20As Negativo Baston Medio 45.00 3/8" 1.00 3.00 75.60

As Positivo 27.00 3/8" 1.00 6.00 90.72As Positivo 27.00 3/8" 1.00 4.50 68.04As Negativo Baston Extremo 27.00 3/8" 1.00 1.70 25.70As Negativo Baston Medio 27.00 1/2'' 1.00 2.25 60.14

Page 20: Sustento de Metrados - Estructura Final

SEGUNDO PISOBLOQUE C

As Positivo 29.00 1/2'' 4.00 6.02 691.34As Positivo 29.00 1/2'' 1.00 4.50 129.20As Negativo Baston Extremo 29.00 3/8" 2.00 1.30 42.22As Negativo Baston Medio 29.00 3/8" 7.00 2.95 335.36

BLOQUE DAs Positivo 32.00 1/2'' 3.00 9.00 855.36As Positivo 32.00 1/2'' 1.00 4.50 142.56As Negativo Baston Extremo 32.00 3/8" 2.00 1.15 41.22As Negativo Baston Medio 32.00 1/2'' 7.00 2.25 282.24

BLOQUE EAs Positivo 11.00 1/2'' 1.00 9.00 98.01As Positivo 11.00 1/2'' 1.00 4.50 49.01As Negativo Baston Extremo 11.00 3/8" 1.00 1.25 7.70As Negativo Baston Medio 11.00 1/2'' 1.00 5.20 56.63

As Negativo Baston Extremo 11.00 3/8" 1.00 1.20 7.39As Positivo 45.00 1/2'' 1.00 9.00 400.95As Positivo 45.00 1/2'' 1.00 4.50 200.48As Positivo 45.00 3/8" 1.00 4.50 113.40As Positivo 45.00 3/8" 1.00 3.90 98.28As Negativo Baston Extremo 45.00 3/8" 2.00 1.60 80.64As Negativo Baston Medio 45.00 1/2'' 1.00 4.00 178.20As Negativo Baston Medio 45.00 3/8" 1.00 3.00 75.60

As Positivo 27.00 3/8" 1.00 6.00 90.72As Positivo 27.00 3/8" 1.00 4.50 68.04As Negativo Baston Extremo 27.00 3/8" 1.00 1.70 25.70As Negativo Baston Medio 27.00 1/2'' 1.00 2.25 60.14

TERCER PISOBLOQUE C

As Positivo 29.00 1/2'' 4.00 6.02 691.34As Positivo 29.00 1/2'' 1.00 4.50 129.20As Negativo Baston Extremo 29.00 3/8" 2.00 1.30 42.22As Negativo Baston Medio 29.00 3/8" 7.00 2.95 335.36

BLOQUE DAs Positivo 32.00 1/2'' 3.00 9.00 855.36As Positivo 32.00 1/2'' 1.00 4.50 142.56As Negativo Baston Extremo 32.00 3/8" 2.00 1.15 41.22As Negativo Baston Medio 32.00 1/2'' 7.00 2.25 282.24

PUENTE C-DAs Positivo 14.00 1/2'' 1.00 2.75 38.12As Positivo 5.00 1/2'' 2.00 9.00 89.10As Negativo Baston Extremo 14.00 3/8" 2.00 1.10 17.25As Negativo Baston Medio 7.00 1/2'' 1.00 3.00 11.76As Negativo Baston Medio 5.00 3/8" 4.00 2.25 25.20

As Negativo Baston Extremo 5.00 3/8" 1.00 1.10 3.08

ACERO DE TEMPERATURA1.78 2,778.18 5,180.75

5.08.04 LADRILLOS - BLOQUES DE ALIVIANAMIENTO und 23,142.00

Ladrillo Hueco de Arcilla de 30x30x15 para techo Aligerado 8.33 2,778.18 23,142.24

5.09 ESCALERAS5.09.01 CONCRETO EN ESCALERA F'C=210 KG/CM2 m3 39.62

ESCALERAS 01CIMENTACION 1.00 2.04 0.50 0.80 0.81

PELDAÑOS 36.00 3.00 0.30 0.18 2.84GARGANTA 4.00 3.20 3.00 0.18 6.72DESCANSOS 4.00 4.07 3.00 0.17 8.30

ESCALERAS 02CIMENTACION 1.00 2.04 0.50 0.80 0.81

PELDAÑOS 36.00 3.00 0.30 0.18 2.84GARGANTA 4.00 3.20 3.00 0.18 6.72DESCANSOS 4.00 4.07 3.00 0.17 8.30

ESCALERASCIMENTACION 1.00 1.20 0.50 0.80 0.48

PELDAÑOS 16.00 1.20 0.25 0.18 0.42GARGANTA 2.00 2.50 1.20 0.15 0.90DESCANSOS 1.00 2.40 1.20 0.17 0.49

5.09.02 ENCOFRADO Y DESENCOFRADO EN ESCALERA m2 242.38ESCALERAS 01 COSTADOS 8.00 3.60 0.30 8.64

4.00 1.50 0.17 1.02FONDO 4.00 3.00 3.00 36.00

4.00 4.07 3.00 48.84CONTRAPASOS 36.00 3.00 0.18 18.90

ESCALERAS 02 COSTADOS 8.00 3.60 0.30 8.644.00 1.50 0.17 1.02

FONDO 4.00 3.00 3.00 36.004.00 3.95 3.00 47.40

CONTRAPASOS 36.00 3.00 0.18 18.90ESCALERAS COSTADOS 4.00 2.16 0.30 2.59

1.00 1.00 0.15 0.15FONDO 2.00 2.16 1.50 6.48

1.00 2.40 1.50 3.60CONTRAPASOS 16.00 1.50 0.18 4.20

Page 21: Sustento de Metrados - Estructura Final

5.09.03 ACERO EN ESCALERA FY=4200 KG/CM2 kg 631.82

ESCALERA 1 Y 2 13.00 2.04 2.00 52.5113.00 6.27 2.00 161.3913.00 2.61 2.00 67.1813.00 2.16 2.00 55.6040.00 1.74 2.00 77.95

ESCALERA 9.00 4.04 2.00 71.999.00 2.35 2.00 41.889.00 1.79 2.00 31.909.00 1.50 2.00 26.73

35.00 1.14 2.00 44.69

5.10.0 TANQUE CISTERNA5.10.01 CONCRETO F'C=210 KG/CM2 17.33

LOSA 3.00 2.00 2.00 2.50 0.15 4.503.00 2.00 2.00 2.50 0.15 4.503.00 2.00 2.50 2.50 0.15 5.633.00 6.00 1.00 1.00 0.15 2.70

5.10.02 ENCOFRADO Y DESENCOFRADO m2 164.63

3.00 1.00 2.00 2.50 15.003.00 4.00 2.00 2.50 60.003.00 4.00 2.00 2.50 60.003.00 8.00 1.00 1.00 24.003.00 2.00 2.50 0.15 2.253.00 3.00 2.50 0.15 3.38

5.10.03 ACERO DE REFUERZO FY=4200 KG/CM2 kg 1,085.28Peso

LOSA 3/8 3.00 2.00 20.00 2.90 0.56 194.883.00 2.00 17.00 3.40 0.56 194.213.00 2.00 20.00 2.90 0.56 194.883.00 2.00 13.00 3.40 0.56 148.513.00 2.00 17.00 2.90 0.56 165.653.00 2.00 13.00 2.90 0.56 126.673.00 4.00 10.00 0.90 0.56 60.48

5.11 COLUMNETAS5.11.01 CONCRETO F'C=210 KG/CM2 40.97

1ER PISOBLOQUE C C-A 18.00 0.25 0.25 3.00 3.38

16.00 0.25 0.25 2.90 2.90C-B 5.00 0.25 0.15 2.90 0.54

10.00 0.25 0.15 3.00 1.13BLOQUE D C-A 16.00 0.25 0.25 2.90 2.90

C-B 25.00 0.25 0.15 3.00 2.812DO PISOBLOQUE C C-A 18.00 0.25 0.25 3.00 3.38

16.00 0.25 0.25 2.90 2.90C-B 5.00 0.25 0.15 2.90 0.54

10.00 0.25 0.15 3.00 1.13BLOQUE D C-A 16.00 0.25 0.25 2.90 2.90

C-B 25.00 0.25 0.15 3.00 2.812DO PISOBLOQUE C C-A 18.00 0.25 0.25 3.00 3.38

16.00 0.25 0.25 2.90 2.90C-B 5.00 0.25 0.15 2.90 0.54

10.00 0.25 0.15 3.00 1.13BLOQUE D C-A 16.00 0.25 0.25 2.90 2.90

C-B 25.00 0.25 0.15 3.00 2.81

5.11.02 ENCOFRADO Y DESENCOFRADO m2 527.481ER PISO PERIMETROBLOQUE C C-A 0.75 18.00 0.25 0.25 3.00 40.50

0.75 16.00 0.25 0.25 2.90 34.80C-B 0.55 5.00 0.25 0.15 2.90 7.98

0.55 10.00 0.25 0.15 3.00 16.50BLOQUE D C-A 0.75 16.00 0.25 0.25 2.90 34.80

C-B 0.55 25.00 0.25 0.15 3.00 41.252DO PISOBLOQUE C C-A 0.75 18.00 0.25 0.25 3.00 40.50

0.75 16.00 0.25 0.25 2.90 34.80C-B 0.55 5.00 0.25 0.15 2.90 7.98

0.55 10.00 0.25 0.15 3.00 16.50BLOQUE D C-A 0.75 16.00 0.25 0.25 2.90 34.80

C-B 0.55 25.00 0.25 0.15 3.00 41.252DO PISOBLOQUE C C-A 0.75 18.00 0.25 0.25 3.00 40.50

0.75 16.00 0.25 0.25 2.90 34.80C-B 0.55 5.00 0.25 0.15 2.90 7.98

0.55 10.00 0.25 0.15 3.00 16.50BLOQUE D C-A 0.75 16.00 0.25 0.25 2.90 34.80

C-B 0.55 25.00 0.25 0.15 3.00 41.25

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5.11.03 ACERO DE REFUERZO FY=4200 KG/CM2 kg 2,932.16peso

1ER PISOBLOQUE C C-A longitudinal 18.00 0.38 4.00 2.90 0.56 116.93

estribo 18.00 0.25 14.00 0.70 0.25 44.10C-A longitudinal 16.00 0.38 4.00 3.00 0.56 107.52

estribo 16.00 0.25 15.00 0.70 0.25 42.00C-B longitudinal 5.00 0.38 4.00 2.90 0.56 32.48

estribo 5.00 0.25 14.00 0.50 0.25 8.75C-B longitudinal 10.00 0.38 4.00 3.00 0.56 67.20

estribo 10.00 0.25 15.00 0.50 0.25 18.75BLOQUE D C-A longitudinal 16.00 0.38 4.00 2.90 0.56 103.94

estribo 16.00 0.25 14.00 0.70 0.25 39.20C-A longitudinal 25.00 0.38 4.00 3.00 0.56 168.00

estribo 25.00 0.25 15.00 0.70 0.25 65.632DO PISOBLOQUE C C-A longitudinal 18.00 0.38 4.00 2.90 0.56 116.93

estribo 18.00 0.25 14.00 0.70 0.25 44.10C-A longitudinal 16.00 0.38 4.00 3.00 0.56 107.52

estribo 16.00 0.25 15.00 0.70 0.25 42.00C-B longitudinal 5.00 0.38 4.00 2.90 0.56 32.48

estribo 5.00 0.25 14.00 0.50 0.25 8.75C-B longitudinal 10.00 0.38 4.00 3.00 0.56 67.20

estribo 10.00 0.25 15.00 0.50 0.25 18.75BLOQUE D C-A longitudinal 16.00 0.38 4.00 2.90 0.56 103.94

estribo 16.00 0.25 14.00 0.70 0.25 39.20C-A longitudinal 25.00 0.38 4.00 3.00 0.56 168.00

estribo 25.00 0.25 15.00 0.70 0.25 65.632DO PISOBLOQUE C C-A longitudinal 18.00 0.38 4.00 2.90 0.56 116.93

estribo 18.00 0.25 14.00 0.70 0.25 44.10C-A longitudinal 16.00 0.38 4.00 3.00 0.56 107.52

estribo 16.00 0.25 15.00 0.70 0.25 42.00C-B longitudinal 5.00 0.38 4.00 2.90 0.56 32.48

estribo 5.00 0.25 14.00 0.50 0.25 8.75C-B longitudinal 10.00 0.38 4.00 3.00 0.56 67.20

estribo 10.00 0.25 15.00 0.50 0.25 18.75BLOQUE D C-A longitudinal 16.00 0.38 4.00 2.90 0.56 103.94

estribo 16.00 0.25 14.00 0.70 0.25 39.20C-A longitudinal 25.00 0.38 4.00 3.00 0.56 168.00

estribo 25.00 0.25 15.00 0.70 0.25 65.63

Page 23: Sustento de Metrados - Estructura Final

SUSTENTO DE METRADOSPresup CREACION DEL PABELLON DE AULAS Y AMBIENTES COMPLEMENTARIOS PARA LA ESCUELA DE INGENIERIA AGRICOLA DE LA UNPSubpresup ESTRUCTURAS FASE IICliente UNIVERSIDAD NACIONAL DE PIURALugar PIURA - PIURA - PIURA

ITEM DESCRIPCION UND CANTIDAD N VECES LARGO ANCHO ALTO PARCIAL TOTAL1.00 OBRAS PROVISIONALES

1.01 CASETA PARA ALMACENAMIENTO Y GUARDIANIA m2 1.00 8.00 10.00 80.00

1.02 CARTEL DE IDENTIFICACION DE LA OBRA DE 3.6m x 2.4m u 1.00 1.00 1.00

1.03 MOVILIZACION Y DESMOVILIZACION PARA LA OBRA glb 1.00 1.00 1.00

1.04 CERCO PROVISIONAL PARA OBRA ml 1.00 365.00 365.00

2.00 TRABAJOS PRELIMINARES

2.01 LIMPIEZA DE TERRENO MANUAL m2 6968.33

Area total Area= 6968.33

2.02 TALA Y RETIRO DE ARBOLES Und 5.00 5.00

2.03 TRAZO NIVELACION Y REPLANTEO m2 2959.81Bloque A 1.00 19.15 8.65 165.65

rotonda 1.00 9.86 8.65 85.29Bloque B 1.00 23.49 8.65 203.19Bloque C 1.00 11.50 35.15 404.22

esc 1.00 4.65 6.00 27.90Bloque D 1.00 13.07 28.63 374.19

esc 1.00 4.65 6.00 27.90Bloque E 1.00 29.55 11.12 328.60Bloque F 1.00 37.55 22.37 839.99Bloque G 1.00 22.48 22.37 502.88

2.04 TRAZO DURANTE LA EJECUCION DE OBRA m2 3865.47Bloque A 1.00 19.15 8.65 165.65

talud 1:2 2.00 12.70 1.40 35.561.00 59.90 1.40 83.86

Bloque B 1.00 23.49 8.65 203.19talud 1:2 2.00 25.70 1.60 82.24

2.00 13.55 1.60 43.36Bloque C 1.00 11.50 35.15 404.22

talud 1:2 2.00 29.10 1.60 93.121.00 12.22 1.60 19.551.00 12.22 0.63 7.70

Bloque D 1.00 13.07 28.63 374.19talud 1:2 2.00 21.85 1.40 61.18

2.00 33.91 1.40 94.95Bloque E 1.00 26.50 21.75 576.38

talud 1:2 2.00 26.50 1.60 84.801.00 25.00 1.60 40.00

Bloque F 1.00 37.55 22.37 839.99talud 1:2 2.00 37.55 1.40 105.14

1.00 22.37 1.40 31.32Bloque G 1.00 11.96 9.06 108.36

talud 1:2 2.00 9.06 1.40 25.371.00 11.96 1.40 16.741.00 13.40 22.37 299.76

talud 1:2 2.00 13.40 1.40 37.521.00 22.37 1.40 31.32

2.05 INSTALACION PROVISIONAL DE ENERGIA ELECTRICA glb 1.00 1.00 1.00

ESTRUCTURAS3.00 MOVIMIENTOS DE TIERRAS3.01 EXCAVACION DE ZANJAS CON MAQUINARIA m3 8055.52

Bloque A Zap Corrida 2.00 1.00 9.85 1.20 2.68 63.36t 1:2 2.00 2.00 9.85 1.40 1.34 73.91t 1:2 2.00 2.00 4.00 1.40 1.34 30.02

Z-1 4.00 1.00 2.20 2.20 2.68 51.88t 1:2 4.00 2.00 2.20 1.40 1.34 33.02t 1:2 4.00 2.00 5.00 1.40 1.34 75.04

Z-2 2.00 1.00 2.50 4.80 2.68 64.32t 1:2 2.00 2.00 4.80 1.40 1.34 36.02t 1:2 2.00 2.00 5.30 1.40 1.34 39.77

VC 1 4.00 1.00 6.15 0.35 1.98 17.05t 1:2 4.00 2.00 6.15 1.20 0.99 58.45

VC 2 2.00 1.00 1.99 0.30 1.98 2.36t 1:2 2.00 2.00 1.99 1.20 0.99 9.46

2.00 1.00 2.02 0.30 1.98 2.40t 1:2 2.00 2.00 1.99 1.20 0.99 9.46

2.00 1.00 1.79 0.30 1.98 2.13t 1:2 2.00 2.00 1.99 1.20 0.99 9.46

2.00 1.00 1.57 0.30 1.98 1.87t 1:2 2.00 2.00 1.99 1.20 0.99 9.46

Bloque B Z-1 4.00 1.00 2.50 2.50 2.68 67.00t 1:2 4.00 2.00 2.50 1.40 1.34 37.52t 1:2 4.00 2.00 5.30 1.40 1.34 79.54

3.00 1.00 1.50 1.50 2.68 18.09t 1:2 3.00 2.00 1.50 1.40 1.34 16.88t 1:2 3.00 2.00 4.30 1.40 1.34 48.40

3.00 1.00 2.40 2.40 2.68 46.31t 1:2 3.00 2.00 2.40 1.40 1.34 27.01t 1:2 3.00 2.00 5.20 1.40 1.34 58.53

3.00 1.00 1.60 1.60 2.68 20.58t 1:2 3.00 2.00 1.60 1.40 1.34 18.01

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t 1:2 3.00 2.00 4.40 1.40 1.34 49.532.00 1.00 2.45 1.50 2.68 19.70

t 1:2 2.00 2.00 2.45 1.40 1.34 18.38t 1:2 2.00 2.00 4.30 1.40 1.34 32.27

VC 1 2.00 1.00 2.50 0.25 1.98 2.48t 1:2 2.00 2.00 2.50 1.20 0.99 11.88

VC 2.00 1.00 2.63 0.25 1.98 2.60t 1:2 2.00 2.00 2.63 1.20 0.99 12.50

VC 2.00 1.00 2.80 0.25 1.98 2.77t 1:2 2.00 2.00 2.80 1.20 0.99 13.31

VC 2.00 1.00 3.57 0.25 1.98 3.53t 1:2 2.00 2.00 3.57 1.20 0.99 16.96

VC 1 1.00 1.00 3.54 0.35 1.98 2.45t 1:2 1.00 2.00 3.54 1.20 0.99 8.41

VC 1.00 1.00 2.78 0.25 1.98 1.38t 1:2 1.00 2.00 2.78 1.20 0.99 6.61

VC 1.00 1.00 0.91 0.25 1.98 0.45t 1:2 1.00 2.00 0.91 1.20 0.99 2.16

VC 2.00 1.00 0.79 0.25 1.98 0.79t 1:2 2.00 2.00 0.79 1.20 0.99 3.77

VC 2.00 1.00 2.91 0.25 1.98 2.88t 1:2 2.00 2.00 2.91 1.20 0.99 13.83

VC 1.00 1.00 0.55 0.25 1.98 0.27t 1:2 1.00 2.00 0.55 1.20 0.99 1.31

VC 1.00 1.00 2.40 0.25 1.98 1.19t 1:2 1.00 2.00 2.40 1.20 0.99 5.70

VC 1 2.00 1.00 6.15 0.35 1.98 8.52t 1:2 2.00 2.00 6.15 1.20 0.99 29.22

Bloque C Z-1 18.00 1.00 2.50 2.50 3.13 352.13t 1:2 18.00 2.00 2.50 1.40 1.57 197.19t 1:2 18.00 2.00 5.30 1.40 1.57 418.04

Z-2 6.00 1.00 2.50 4.73 3.13 221.84t 1:2 6.00 2.00 4.73 1.40 1.57 124.23t 1:2 6.00 2.00 5.30 1.40 1.57 139.35

2.00 1.00 1.38 1.65 3.13 14.25t 1:2 2.00 2.00 1.65 1.40 1.57 14.46t 1:2 2.00 2.00 4.18 1.40 1.57 36.63

Z-3 2.00 1.00 1.50 3.00 3.13 28.17t 1:2 2.00 2.00 3.00 1.40 1.57 26.29t 1:2 2.00 2.00 4.30 1.40 1.57 37.69

VC 3.00 1.00 1.54 0.25 2.43 2.81t 1:2 3.00 2.00 1.54 1.20 1.22 13.47

VC 3.00 1.00 1.88 0.25 2.43 3.43t 1:2 3.00 2.00 1.88 1.20 1.22 16.45

VC 16.00 1.00 1.87 0.25 2.43 18.18t 1:2 16.00 2.00 1.87 1.20 1.22 87.25

VC 1.00 1.00 3.50 0.25 2.43 2.13t 1:2 1.00 2.00 3.50 1.20 1.22 10.21

VC 1.00 1.00 3.12 0.25 2.43 1.90t 1:2 1.00 2.00 3.12 1.20 1.22 9.10

VC 1.00 1.00 3.30 0.25 2.43 2.00t 1:2 1.00 2.00 3.30 1.20 1.22 9.62

VC 1.00 1.00 2.87 0.25 2.43 1.74t 1:2 1.00 2.00 2.87 1.20 1.22 8.37

VC 1.00 1.00 3.55 0.25 2.43 2.16t 1:2 1.00 2.00 3.55 1.20 1.22 10.35

VC 4.00 1.00 2.02 0.25 2.43 4.91t 1:2 4.00 2.00 2.02 1.20 1.22 23.56

VC 4.00 1.00 1.87 0.25 2.43 4.54t 1:2 4.00 2.00 1.87 1.20 1.22 21.81

VC 3.00 1.00 6.30 0.35 2.43 16.07t 1:2 3.00 2.00 6.30 1.20 1.22 55.11

Bloque D Z-1 13.00 1.00 2.50 2.50 3.13 254.31t 1:2 13.00 2.00 2.50 1.40 1.57 142.42t 1:2 13.00 2.00 5.30 1.40 1.57 301.92

Z-2 9.00 1.00 2.50 4.73 3.13 332.76t 1:2 9.00 2.00 4.73 1.40 1.57 186.34t 1:2 9.00 2.00 5.30 1.40 1.57 209.02

Z-3 2.00 1.00 1.50 3.00 3.13 28.17t 1:2 2.00 2.00 3.00 1.40 1.57 26.29t 1:2 2.00 2.00 4.30 1.40 1.57 37.69

VC 16.00 1.00 1.05 0.25 2.43 10.21t 1:2 16.00 2.00 1.05 1.20 1.22 48.99

VC 5.00 1.00 7.97 0.35 2.43 33.89t 1:2 5.00 2.00 7.97 1.20 1.22 116.20

VC 8.00 1.00 2.74 0.25 2.43 13.32t 1:2 8.00 2.00 2.74 1.20 1.22 63.92

VC 2.00 1.00 1.70 0.25 2.43 2.07t 1:2 2.00 2.00 1.70 1.20 1.22 9.91

VC 1.00 1.00 4.10 0.25 2.43 2.49t 1:2 1.00 2.00 4.10 1.20 1.22 11.96

Bloque E Z-1 4.00 1.00 1.95 3.50 1.98 54.05t 1:2 4.00 2.00 3.50 1.40 0.99 38.81t 1:2 4.00 2.00 4.76 1.40 0.99 52.78

Z-2 2.00 1.00 1.70 1.70 1.98 11.44t 1:2 2.00 2.00 1.70 1.20 0.99 8.08t 1:2 2.00 2.00 4.10 1.20 0.99 19.48

Z-3 3.00 1.00 2.20 2.20 1.98 28.75t 1:2 3.00 2.00 2.20 1.20 0.99 15.68t 1:2 3.00 2.00 5.00 1.20 0.99 35.64

Z-4 9.00 1.00 1.90 1.90 1.98 64.33t 1:2 9.00 2.00 1.90 1.40 0.99 47.40t 1:2 9.00 2.00 4.70 1.40 0.99 117.26

Z-5 2.00 1.00 1.35 2.90 1.98 15.50t 1:2 2.00 2.00 2.90 1.40 0.99 16.08t 1:2 2.00 2.00 4.15 1.40 0.99 23.01

Z-6 1.00 1.00 4.50 2.20 1.98 19.60t 1:2 1.00 2.00 4.50 1.40 0.99 12.47t 1:2 1.00 2.00 5.00 1.40 0.99 13.86

VC 2.00 1.00 3.10 0.25 1.70 2.64

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t 1:2 2.00 2.00 3.10 0.60 0.85 6.32VC 2.00 1.00 2.40 0.25 1.70 2.04

t 1:2 2.00 2.00 2.40 0.60 0.85 4.90CC 1.00 1.00 5.13 1.00 1.98 10.16

1.00 1.00 3.21 1.00 1.98 6.361.00 2.00 2.40 0.70 1.98 6.651.00 1.00 3.77 1.00 1.98 7.461.00 3.00 3.67 0.70 1.98 15.261.00 2.00 3.07 1.00 1.98 12.161.00 1.00 2.85 0.70 1.98 3.951.00 2.00 2.20 1.00 1.98 8.711.00 1.00 2.55 1.00 1.98 5.05

Bloque F Z-1 10.00 1.00 2.00 2.00 1.98 79.20t 1:2 10.00 2.00 2.00 1.00 0.99 39.60t 1:2 10.00 2.00 4.00 1.00 0.99 79.20

Z-2 1.00 1.00 2.00 4.10 1.98 16.24t 1:2 1.00 2.00 4.10 1.00 0.99 8.12t 1:2 1.00 2.00 4.00 1.00 0.99 7.92

Z-3 7.00 1.00 2.50 2.50 1.98 86.63t 1:2 7.00 2.00 2.50 1.00 0.99 34.65t 1:2 7.00 2.00 4.50 1.00 0.99 62.37

Z-4 4.00 1.00 2.90 2.90 1.98 66.61t 1:2 4.00 2.00 2.90 1.00 0.99 22.97t 1:2 4.00 2.00 4.90 1.00 0.99 38.81

VC 1.00 1.00 4.84 0.25 1.70 2.06t 1:2 1.00 2.00 4.84 0.60 0.85 4.94

VC 1.00 1.00 3.69 0.25 1.70 1.57t 1:2 1.00 2.00 3.69 0.60 0.85 3.76

VC 1.00 1.00 2.45 0.25 1.70 1.04t 1:2 1.00 2.00 2.45 0.60 0.85 2.50

VC 1.00 1.00 3.69 0.25 1.70 1.57t 1:2 1.00 2.00 3.69 0.60 0.85 3.76

VC 2.00 1.00 3.46 0.25 1.70 2.94t 1:2 2.00 2.00 3.46 0.60 0.85 7.06

VC 2.00 1.00 2.84 0.25 1.70 2.41t 1:2 2.00 2.00 2.84 0.60 0.85 5.79

CC 1.00 1.00 19.75 0.70 1.18 16.312.00 1.00 3.72 0.70 1.18 6.152.00 1.00 3.30 0.70 1.18 5.452.00 1.00 2.87 0.70 1.18 4.742.00 1.00 2.60 0.70 1.18 4.302.00 1.00 2.93 0.70 1.18 4.842.00 1.00 5.50 0.70 1.18 9.092.00 1.00 4.09 0.70 1.18 6.762.00 1.00 2.85 0.70 1.18 4.712.00 1.00 3.12 0.70 1.18 5.152.00 1.00 3.46 0.70 1.18 5.72

Bloque G Z-1 9.00 1.00 2.30 2.30 2.68 127.59t 1:2 9.00 2.00 2.30 1.00 1.34 55.48t 1:2 9.00 2.00 4.30 1.00 1.34 103.72

Z-2 7.00 1.00 2.60 2.60 2.68 126.82t 1:2 7.00 2.00 2.60 1.00 1.34 48.78t 1:2 7.00 2.00 4.60 1.00 1.34 86.30

Z-3 3.00 1.00 3.10 3.10 2.68 77.26t 1:2 3.00 2.00 3.10 1.00 1.34 24.92t 1:2 3.00 2.00 5.10 1.00 1.34 41.00

Z-4 3.00 1.00 1.90 1.90 2.68 29.02t 1:2 3.00 2.00 1.90 1.00 1.34 15.28t 1:2 3.00 2.00 3.90 1.00 1.34 31.36

VC 1.00 1.00 2.55 0.25 1.98 1.261.00 1.00 1.40 0.25 1.98 0.691.00 1.00 1.64 0.25 1.98 0.812.00 1.00 1.40 0.25 1.98 1.391.00 1.00 0.85 0.25 1.98 0.421.00 1.00 1.90 0.25 1.98 0.941.00 1.00 1.06 0.25 1.98 0.521.00 1.00 0.70 0.25 1.98 0.351.00 1.00 2.70 0.25 1.98 1.341.00 1.00 1.31 0.25 1.98 0.651.00 1.00 2.40 0.25 1.98 1.191.00 1.00 1.65 0.25 1.98 0.82

VC 1 4.00 1.00 8.81 0.35 1.98 24.42t 1:2 4.00 2.00 8.81 0.60 0.99 41.87

VC 1 2.00 1.00 7.56 0.35 1.98 10.48t 1:2 2.00 2.00 7.56 0.60 0.99 17.96

VC 2 4.00 1.00 3.38 0.30 1.98 8.03VC 2 4.00 1.00 3.20 0.30 1.98 7.60

1.00 1.00 2.60 0.30 1.98 1.541.00 1.00 2.28 0.30 1.98 1.351.00 1.00 1.65 0.30 1.98 0.98

Rotonda 1.00 1.00 8.65 9.85 0.50 42.60Vias Peatonales area= 727.32 0.40 290.93

area= 261.43 0.40 104.57Estacionamiento area= 787.57 0.40 315.03

3.02 EXCAVACION MANUAL DE ZANJA PARA CISTERNA m3 37.50CISTERNA DE CONCRETO 3.00 2.00 2.50 2.50 37.50

3.03 RELLENO Y COMPACTACION CON MATERIAL PROPIO m3 5379.41

RELLENOEXCAVACION 8055.52 8055.52RELLENOS 610.88 -610.88

333.20 -333.20263.66 -263.6698.88 -98.88

Page 26: Sustento de Metrados - Estructura Final

710.53 -710.53114.68 -114.68438.16 -438.1697.20 -97.208.93 -8.93

3.04 ELIMINACION DE MATERIAL EXCEDENTE m3 3211.33CORTE 8055.52 1.20 9666.62RELLENO 5379.41 1.20 6455.29

3.05 PERFILADO DE FONDO DE ZANJA m2 2964.64

Bloque A Zap Corrida 2.00 1.00 9.85 1.20 23.64Z-1 4.00 1.00 2.20 2.20 19.36Z-2 2.00 1.00 2.50 4.80 24.00

VC 1 4.00 1.00 6.15 0.35 8.61VC 2 2.00 1.00 1.99 0.30 1.19

2.00 1.00 2.02 0.30 1.212.00 1.00 1.79 0.30 1.072.00 1.00 1.57 0.30 0.94

Bloque B Z-1 4.00 1.00 2.50 2.50 25.003.00 1.00 1.50 1.50 6.753.00 1.00 2.40 2.40 17.283.00 1.00 1.60 1.60 7.682.00 1.00 2.45 1.50 7.35

VC 1 2.00 1.00 2.50 0.25 1.25VC 2.00 1.00 2.63 0.25 1.31VC 2.00 1.00 2.80 0.25 1.40VC 2.00 1.00 3.57 0.25 1.79VC 1 1.00 1.00 3.54 0.35 1.24VC 1.00 1.00 2.78 0.25 0.70VC 1.00 1.00 0.91 0.25 0.23VC 2.00 1.00 0.79 0.25 0.40VC 2.00 1.00 2.91 0.25 1.46VC 1.00 1.00 0.55 0.25 0.14VC 1.00 1.00 2.40 0.25 0.60VC 1 2.00 1.00 6.15 0.35 4.31

Bloque C Z-1 18.00 1.00 2.50 2.50 112.50Z-2 6.00 1.00 2.50 4.73 70.88

2.00 1.00 1.38 1.65 4.55Z-3 2.00 1.00 1.50 3.00 9.00VC 3.00 1.00 1.54 0.25 1.16VC 3.00 1.00 1.88 0.25 1.41VC 16.00 1.00 1.87 0.25 7.48VC 1.00 1.00 3.50 0.25 0.88VC 1.00 1.00 3.12 0.25 0.78VC 1.00 1.00 3.30 0.25 0.83VC 1.00 1.00 2.87 0.25 0.72VC 1.00 1.00 3.55 0.25 0.89VC 4.00 1.00 2.02 0.25 2.02VC 4.00 1.00 1.87 0.25 1.87VC 3.00 1.00 6.30 0.35 6.61

Bloque D Z-1 13.00 1.00 2.50 2.50 81.25Z-2 9.00 1.00 2.50 4.73 106.31Z-3 2.00 1.00 1.50 3.00 9.00VC 16.00 1.00 1.05 0.25 4.20VC 5.00 1.00 7.97 0.35 13.95VC 8.00 1.00 2.74 0.25 5.48VC 2.00 1.00 1.70 0.25 0.85VC 1.00 1.00 4.10 0.25 1.03

Bloque E Z-1 4.00 1.00 1.95 3.50 27.30Z-2 2.00 1.00 1.70 1.70 5.78Z-3 3.00 1.00 2.20 2.20 14.52Z-4 9.00 1.00 1.90 1.90 32.49Z-5 2.00 1.00 1.35 2.90 7.83Z-6 1.00 1.00 4.50 2.20 9.90VC 2.00 1.00 3.10 0.25 1.55VC 2.00 1.00 2.40 0.25 1.20CC 1.00 1.00 5.13 1.00 5.13

1.00 1.00 3.21 1.00 3.211.00 2.00 2.40 0.70 3.361.00 1.00 3.77 1.00 3.771.00 3.00 3.67 0.70 7.711.00 2.00 3.07 1.00 6.141.00 1.00 2.85 0.70 1.991.00 2.00 2.20 1.00 4.401.00 1.00 2.55 1.00 2.55

Bloque F Z-1 10.00 1.00 2.00 2.00 40.00Z-2 1.00 1.00 2.00 4.10 8.20Z-3 7.00 1.00 2.50 2.50 43.75Z-4 4.00 1.00 2.90 2.90 33.64VC 1.00 1.00 4.84 0.25 1.21VC 1.00 1.00 3.69 0.25 0.92VC 1.00 1.00 2.45 0.25 0.61VC 1.00 1.00 3.69 0.25 0.92VC 2.00 1.00 3.46 0.25 1.73VC 2.00 1.00 2.84 0.25 1.42CC 1.00 1.00 19.75 0.70 13.83

2.00 1.00 3.72 0.70 5.212.00 1.00 3.30 0.70 4.622.00 1.00 2.87 0.70 4.022.00 1.00 2.60 0.70 3.642.00 1.00 2.93 0.70 4.102.00 1.00 5.50 0.70 7.702.00 1.00 4.09 0.70 5.732.00 1.00 2.85 0.70 3.992.00 1.00 3.12 0.70 4.372.00 1.00 3.46 0.70 4.84

Bloque G Z-1 9.00 1.00 2.30 2.30 47.61

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Z-2 7.00 1.00 2.60 2.60 47.32Z-3 3.00 1.00 3.10 3.10 28.83Z-4 3.00 1.00 1.90 1.90 10.83VC 1.00 1.00 2.55 0.25 0.64

1.00 1.00 1.40 0.25 0.351.00 1.00 1.64 0.25 0.412.00 1.00 1.40 0.25 0.701.00 1.00 0.85 0.25 0.211.00 1.00 1.90 0.25 0.481.00 1.00 1.06 0.25 0.271.00 1.00 0.70 0.25 0.181.00 1.00 2.70 0.25 0.681.00 1.00 1.31 0.25 0.331.00 1.00 2.40 0.25 0.601.00 1.00 1.65 0.25 0.41

VC 1 4.00 1.00 8.81 0.35 12.33VC 1 2.00 1.00 7.56 0.35 5.29VC 2 4.00 1.00 3.38 0.30 4.06VC 2 4.00 1.00 3.20 0.30 3.84

1.00 1.00 2.60 0.30 0.781.00 1.00 2.28 0.30 0.681.00 1.00 1.65 0.30 0.49

Rotonda 1.00 1.00 8.65 9.85 85.20Vias Peatonales area= 727.32 727.32

area= 261.43 261.43Estacionamiento area= 787.57 787.57

3.07 COLOCACION DE AFIRMADO PARA BASE GRANULAR m3 610.88

Bloque A Zap Corrida 2.00 1.00 9.85 1.20 0.20 4.73Z-1 4.00 1.00 2.20 2.20 0.20 3.87Z-2 2.00 1.00 2.50 4.80 0.20 4.80

VC 1 4.00 1.00 6.15 0.35 0.30 2.58VC 2 2.00 1.00 1.99 0.30 0.30 0.36

2.00 1.00 2.02 0.30 0.30 0.362.00 1.00 1.79 0.30 0.30 0.322.00 1.00 1.57 0.30 0.30 0.28

Bloque B Z-1 4.00 1.00 2.50 2.50 0.20 5.003.00 1.00 1.50 1.50 0.20 1.353.00 1.00 2.40 2.40 0.20 3.463.00 1.00 1.60 1.60 0.20 1.542.00 1.00 2.45 1.50 0.20 1.47

VC 1 2.00 1.00 2.50 0.25 0.30 0.38VC 2.00 1.00 2.63 0.25 0.30 0.39VC 2.00 1.00 2.80 0.25 0.30 0.42VC 2.00 1.00 3.57 0.25 0.30 0.54VC 1 1.00 1.00 3.54 0.35 0.30 0.37VC 1.00 1.00 2.78 0.25 0.30 0.21VC 1.00 1.00 0.91 0.25 0.30 0.07VC 2.00 1.00 0.79 0.25 0.30 0.12VC 2.00 1.00 2.91 0.25 0.30 0.44VC 1.00 1.00 0.55 0.25 0.30 0.04VC 1.00 1.00 2.40 0.25 0.30 0.18VC 1 2.00 1.00 6.15 0.35 0.30 1.29

Bloque C Z-1 18.00 1.00 2.50 2.50 0.20 22.50Z-2 6.00 1.00 2.50 4.73 0.20 14.18

2.00 1.00 1.38 1.65 0.20 0.91Z-3 2.00 1.00 1.50 3.00 0.20 1.80VC 3.00 1.00 1.54 0.25 0.30 0.35VC 3.00 1.00 1.88 0.25 0.30 0.42VC 16.00 1.00 1.87 0.25 0.30 2.24VC 1.00 1.00 3.50 0.25 0.30 0.26VC 1.00 1.00 3.12 0.25 0.30 0.23VC 1.00 1.00 3.30 0.25 0.30 0.25VC 1.00 1.00 2.87 0.25 0.30 0.22VC 1.00 1.00 3.55 0.25 0.30 0.27VC 4.00 1.00 2.02 0.25 0.30 0.61VC 4.00 1.00 1.87 0.25 0.30 0.56VC 3.00 1.00 6.30 0.35 0.30 1.98

Bloque D Z-1 13.00 1.00 2.50 2.50 0.20 16.25Z-2 9.00 1.00 2.50 4.73 0.20 21.26Z-3 2.00 1.00 1.50 3.00 0.20 1.80VC 16.00 1.00 1.05 0.25 0.30 1.26VC 5.00 1.00 7.97 0.35 0.30 4.18VC 8.00 1.00 2.74 0.25 0.30 1.64VC 2.00 1.00 1.70 0.25 0.30 0.26VC 1.00 1.00 4.10 0.25 0.30 0.31

Bloque E Z-1 4.00 1.00 1.95 3.50 0.20 5.46Z-2 2.00 1.00 1.70 1.70 0.20 1.16Z-3 3.00 1.00 2.20 2.20 0.20 2.90Z-4 9.00 1.00 1.90 1.90 0.20 6.50Z-5 2.00 1.00 1.35 2.90 0.20 1.57Z-6 1.00 1.00 4.50 2.20 0.20 1.98VC 2.00 1.00 3.10 0.25 0.20 0.31VC 2.00 1.00 2.40 0.25 0.20 0.24CC 1.00 1.00 5.13 1.00 0.20 1.03

1.00 1.00 3.21 1.00 0.20 0.641.00 2.00 2.40 0.70 0.20 0.671.00 1.00 3.77 1.00 0.20 0.751.00 3.00 3.67 0.70 0.20 1.541.00 2.00 3.07 1.00 0.20 1.231.00 1.00 2.85 0.70 0.20 0.401.00 2.00 2.20 1.00 0.20 0.881.00 1.00 2.55 1.00 0.20 0.51

Bloque F Z-1 10.00 1.00 2.00 2.00 0.20 8.00Z-2 1.00 1.00 2.00 4.10 0.20 1.64Z-3 7.00 1.00 2.50 2.50 0.20 8.75Z-4 4.00 1.00 2.90 2.90 0.20 6.73VC 1.00 1.00 4.84 0.25 0.30 0.36VC 1.00 1.00 3.69 0.25 0.30 0.28

Page 28: Sustento de Metrados - Estructura Final

VC 1.00 1.00 2.45 0.25 0.30 0.18VC 1.00 1.00 3.69 0.25 0.30 0.28VC 2.00 1.00 3.46 0.25 0.30 0.52VC 2.00 1.00 2.84 0.25 0.30 0.43CC 1.00 1.00 19.75 0.70 0.30 4.15

2.00 1.00 3.72 0.70 0.30 1.562.00 1.00 3.30 0.70 0.30 1.392.00 1.00 2.87 0.70 0.30 1.212.00 1.00 2.60 0.70 0.30 1.092.00 1.00 2.93 0.70 0.30 1.232.00 1.00 5.50 0.70 0.30 2.312.00 1.00 4.09 0.70 0.30 1.722.00 1.00 2.85 0.70 0.30 1.202.00 1.00 3.12 0.70 0.30 1.312.00 1.00 3.46 0.70 0.30 1.45

Bloque G Z-1 9.00 1.00 2.30 2.30 0.20 9.52Z-2 7.00 1.00 2.60 2.60 0.20 9.46Z-3 3.00 1.00 3.10 3.10 0.20 5.77Z-4 3.00 1.00 1.90 1.90 0.20 2.17VC 1.00 1.00 2.55 0.25 0.30 0.19

1.00 1.00 1.40 0.25 0.30 0.111.00 1.00 1.64 0.25 0.30 0.122.00 1.00 1.40 0.25 0.30 0.211.00 1.00 0.85 0.25 0.30 0.061.00 1.00 1.90 0.25 0.30 0.141.00 1.00 1.06 0.25 0.30 0.081.00 1.00 0.70 0.25 0.30 0.051.00 1.00 2.70 0.25 0.30 0.201.00 1.00 1.31 0.25 0.30 0.101.00 1.00 2.40 0.25 0.30 0.181.00 1.00 1.65 0.25 0.30 0.12

VC 1 4.00 1.00 8.81 0.35 0.30 3.70VC 1 2.00 1.00 7.56 0.35 0.30 1.59VC 2 4.00 1.00 3.38 0.30 0.30 1.22VC 2 4.00 1.00 3.20 0.30 0.30 1.15

1.00 1.00 2.60 0.30 0.30 0.231.00 1.00 2.28 0.30 0.30 0.211.00 1.00 1.65 0.30 0.30 0.15

Rotonda 1.00 1.00 8.65 9.85 0.20 17.04Vias Peatonales area= 727.32 0.20 145.46

area= 261.43 0.20 52.29Estacionamiento area= 787.57 0.20 157.51

3.07 COLOCACION DE HORMIGON COMPACTADO m3 333.20

Bloque A Zap Corrida 2.00 1.00 9.85 1.20 0.30 7.09Z-1 4.00 1.00 2.20 2.20 0.30 5.81Z-2 2.00 1.00 2.50 4.80 0.30 7.20

Bloque B Z-1 4.00 1.00 2.50 2.50 0.20 5.003.00 1.00 1.50 1.50 0.20 1.353.00 1.00 2.40 2.40 0.20 3.463.00 1.00 1.60 1.60 0.20 1.542.00 1.00 2.45 1.50 0.20 1.47

Bloque C Z-1 18.00 1.00 2.50 2.50 0.20 22.50Z-2 6.00 1.00 2.50 4.73 0.20 14.18

2.00 1.00 1.38 1.65 0.20 0.91Z-3 2.00 1.00 1.50 3.00 0.20 1.80

Bloque D Z-1 13.00 1.00 2.50 2.50 0.20 16.25Z-2 9.00 1.00 2.50 4.73 0.20 21.26Z-3 2.00 1.00 1.50 3.00 0.20 1.80

Bloque G Z-1 9.00 1.00 2.30 2.30 0.20 9.52Z-2 7.00 1.00 2.60 2.60 0.20 9.46Z-3 3.00 1.00 3.10 3.10 0.20 5.77Z-4 3.00 1.00 1.90 1.90 0.20 2.17

Rotonda 1.00 1.00 8.65 9.85 0.20 17.04Vias Peatonales area= 727.32 0.10 72.73

area= 261.43 0.10 26.14Estacionamiento area= 787.57 0.10 78.76

3.07 COLOCACION DE MEZCLA 50% OVER + 30% CONFITILLO m3 263.66

Bloque A Zap Corrida 2.00 1.00 9.85 1.20 0.40 9.46Z-1 4.00 1.00 2.20 2.20 0.40 7.74Z-2 2.00 1.00 2.50 4.80 0.40 9.60

Bloque B Z-1 4.00 1.00 2.50 2.50 0.40 10.003.00 1.00 1.50 1.50 0.40 2.703.00 1.00 2.40 2.40 0.40 6.913.00 1.00 1.60 1.60 0.40 3.072.00 1.00 2.45 1.50 0.40 2.94

Bloque C Z-1 18.00 1.00 2.50 2.50 0.40 45.00Z-2 6.00 1.00 2.50 4.73 0.40 28.35

2.00 1.00 1.38 1.65 0.40 1.82Z-3 2.00 1.00 1.50 3.00 0.40 3.60

Bloque D Z-1 13.00 1.00 2.50 2.50 0.40 32.50Z-2 9.00 1.00 2.50 4.73 0.40 42.53Z-3 2.00 1.00 1.50 3.00 0.40 3.60

Bloque G Z-1 9.00 1.00 2.30 2.30 0.40 19.04Z-2 7.00 1.00 2.60 2.60 0.40 18.93Z-3 3.00 1.00 3.10 3.10 0.40 11.53Z-4 3.00 1.00 1.90 1.90 0.40 4.33

3.07 COLOCACION DE CAMA DE ARENA GRUESA m3 98.88

Vias Peatonales area= 727.32 0.10 72.73area= 261.43 0.10 26.14

3.09 RIEGO Y COMPACTACION m2 2964.64

Bloque A Zap Corrida 2.00 1.00 9.85 1.20 23.64

Page 29: Sustento de Metrados - Estructura Final

Z-1 4.00 1.00 2.20 2.20 19.36Z-2 2.00 1.00 2.50 4.80 24.00

VC 1 4.00 1.00 6.15 0.35 8.61VC 2 2.00 1.00 1.99 0.30 1.19

2.00 1.00 2.02 0.30 1.212.00 1.00 1.79 0.30 1.072.00 1.00 1.57 0.30 0.94

Bloque B Z-1 4.00 1.00 2.50 2.50 25.003.00 1.00 1.50 1.50 6.753.00 1.00 2.40 2.40 17.283.00 1.00 1.60 1.60 7.682.00 1.00 2.45 1.50 7.35

VC 1 2.00 1.00 2.50 0.25 1.25VC 2.00 1.00 2.63 0.25 1.31VC 2.00 1.00 2.80 0.25 1.40VC 2.00 1.00 3.57 0.25 1.79VC 1 1.00 1.00 3.54 0.35 1.24VC 1.00 1.00 2.78 0.25 0.70VC 1.00 1.00 0.91 0.25 0.23VC 2.00 1.00 0.79 0.25 0.40VC 2.00 1.00 2.91 0.25 1.46VC 1.00 1.00 0.55 0.25 0.14VC 1.00 1.00 2.40 0.25 0.60VC 1 2.00 1.00 6.15 0.35 4.31

Bloque C Z-1 18.00 1.00 2.50 2.50 112.50Z-2 6.00 1.00 2.50 4.73 70.88

2.00 1.00 1.38 1.65 4.55Z-3 2.00 1.00 1.50 3.00 9.00VC 3.00 1.00 1.54 0.25 1.16VC 3.00 1.00 1.88 0.25 1.41VC 16.00 1.00 1.87 0.25 7.48VC 1.00 1.00 3.50 0.25 0.88VC 1.00 1.00 3.12 0.25 0.78VC 1.00 1.00 3.30 0.25 0.83VC 1.00 1.00 2.87 0.25 0.72VC 1.00 1.00 3.55 0.25 0.89VC 4.00 1.00 2.02 0.25 2.02VC 4.00 1.00 1.87 0.25 1.87VC 3.00 1.00 6.30 0.35 6.61

Bloque D Z-1 13.00 1.00 2.50 2.50 81.25Z-2 9.00 1.00 2.50 4.73 106.31Z-3 2.00 1.00 1.50 3.00 9.00VC 16.00 1.00 1.05 0.25 4.20VC 5.00 1.00 7.97 0.35 13.95VC 8.00 1.00 2.74 0.25 5.48VC 2.00 1.00 1.70 0.25 0.85VC 1.00 1.00 4.10 0.25 1.03

Bloque E Z-1 4.00 1.00 1.95 3.50 27.30Z-2 2.00 1.00 1.70 1.70 5.78Z-3 3.00 1.00 2.20 2.20 14.52Z-4 9.00 1.00 1.90 1.90 32.49Z-5 2.00 1.00 1.35 2.90 7.83Z-6 1.00 1.00 4.50 2.20 9.90VC 2.00 1.00 3.10 0.25 1.55VC 2.00 1.00 2.40 0.25 1.20CC 1.00 1.00 5.13 1.00 5.13

1.00 1.00 3.21 1.00 3.211.00 2.00 2.40 0.70 3.361.00 1.00 3.77 1.00 3.771.00 3.00 3.67 0.70 7.711.00 2.00 3.07 1.00 6.141.00 1.00 2.85 0.70 1.991.00 2.00 2.20 1.00 4.401.00 1.00 2.55 1.00 2.55

Bloque F Z-1 10.00 1.00 2.00 2.00 40.00Z-2 1.00 1.00 2.00 4.10 8.20Z-3 7.00 1.00 2.50 2.50 43.75Z-4 4.00 1.00 2.90 2.90 33.64VC 1.00 1.00 4.84 0.25 1.21VC 1.00 1.00 3.69 0.25 0.92VC 1.00 1.00 2.45 0.25 0.61VC 1.00 1.00 3.69 0.25 0.92VC 2.00 1.00 3.46 0.25 1.73VC 2.00 1.00 2.84 0.25 1.42CC 1.00 1.00 19.75 0.70 13.83

2.00 1.00 3.72 0.70 5.212.00 1.00 3.30 0.70 4.622.00 1.00 2.87 0.70 4.022.00 1.00 2.60 0.70 3.642.00 1.00 2.93 0.70 4.102.00 1.00 5.50 0.70 7.702.00 1.00 4.09 0.70 5.732.00 1.00 2.85 0.70 3.992.00 1.00 3.12 0.70 4.372.00 1.00 3.46 0.70 4.84

Bloque G Z-1 9.00 1.00 2.30 2.30 47.61Z-2 7.00 1.00 2.60 2.60 47.32Z-3 3.00 1.00 3.10 3.10 28.83Z-4 3.00 1.00 1.90 1.90 10.83VC 1.00 1.00 2.55 0.25 0.64

1.00 1.00 1.40 0.25 0.351.00 1.00 1.64 0.25 0.412.00 1.00 1.40 0.25 0.701.00 1.00 0.85 0.25 0.211.00 1.00 1.90 0.25 0.481.00 1.00 1.06 0.25 0.271.00 1.00 0.70 0.25 0.181.00 1.00 2.70 0.25 0.681.00 1.00 1.31 0.25 0.331.00 1.00 2.40 0.25 0.60

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1.00 1.00 1.65 0.25 0.41VC 1 4.00 1.00 8.81 0.35 12.33VC 1 2.00 1.00 7.56 0.35 5.29VC 2 4.00 1.00 3.38 0.30 4.06VC 2 4.00 1.00 3.20 0.30 3.84

1.00 1.00 2.60 0.30 0.781.00 1.00 2.28 0.30 0.681.00 1.00 1.65 0.30 0.49

Rotonda 1.00 1.00 8.65 9.85 85.20Vias Peatonales area= 727.32 727.32

area= 261.43 261.43Estacionamiento area= 787.57 787.57

4.00 OBRAS DE CONCRETO SIMPLE4.01 SOLADO 95.07

Bloque A Zap Corrida 2.00 1.00 9.85 1.20 0.08 1.89Z-1 4.00 1.00 2.20 2.20 0.08 1.55Z-2 2.00 1.00 2.50 4.80 0.08 1.92

VC 1 4.00 1.00 6.15 0.35 0.08 0.69VC 2 2.00 1.00 1.99 0.30 0.08 0.10

2.00 1.00 2.02 0.30 0.08 0.102.00 1.00 1.79 0.30 0.08 0.092.00 1.00 1.57 0.30 0.08 0.08

Bloque B Z-1 4.00 1.00 2.50 2.50 0.08 2.003.00 1.00 1.50 1.50 0.08 0.543.00 1.00 2.40 2.40 0.08 1.383.00 1.00 1.60 1.60 0.08 0.612.00 1.00 2.45 1.50 0.08 0.59

VC 1 2.00 1.00 2.50 0.25 0.08 0.10VC 2.00 1.00 2.63 0.25 0.08 0.11VC 2.00 1.00 2.80 0.25 0.08 0.11VC 2.00 1.00 3.57 0.25 0.08 0.14VC 1 1.00 1.00 3.54 0.35 0.08 0.10VC 1.00 1.00 2.78 0.25 0.08 0.06VC 1.00 1.00 0.91 0.25 0.08 0.02VC 2.00 1.00 0.79 0.25 0.08 0.03VC 2.00 1.00 2.91 0.25 0.08 0.12VC 1.00 1.00 0.55 0.25 0.08 0.01VC 1.00 1.00 2.40 0.25 0.08 0.05VC 1 2.00 1.00 6.15 0.35 0.08 0.34

Bloque C Z-1 18.00 1.00 2.50 2.50 0.08 9.00Z-2 6.00 1.00 2.50 4.73 0.08 5.67

2.00 1.00 1.38 1.65 0.08 0.36Z-3 2.00 1.00 1.50 3.00 0.08 0.72VC 3.00 1.00 1.54 0.25 0.08 0.09VC 3.00 1.00 1.88 0.25 0.08 0.11VC 16.00 1.00 1.87 0.25 0.08 0.60VC 1.00 1.00 3.50 0.25 0.08 0.07VC 1.00 1.00 3.12 0.25 0.08 0.06VC 1.00 1.00 3.30 0.25 0.08 0.07VC 1.00 1.00 2.87 0.25 0.08 0.06VC 1.00 1.00 3.55 0.25 0.08 0.07VC 4.00 1.00 2.02 0.25 0.08 0.16VC 4.00 1.00 1.87 0.25 0.08 0.15VC 3.00 1.00 6.30 0.35 0.08 0.53

Bloque D Z-1 13.00 1.00 2.50 2.50 0.08 6.50Z-2 9.00 1.00 2.50 4.73 0.08 8.50Z-3 2.00 1.00 1.50 3.00 0.08 0.72VC 16.00 1.00 1.05 0.25 0.08 0.34VC 5.00 1.00 7.97 0.35 0.08 1.12VC 8.00 1.00 2.74 0.25 0.08 0.44VC 2.00 1.00 1.70 0.25 0.08 0.07VC 1.00 1.00 4.10 0.25 0.08 0.08

Bloque E Z-1 4.00 1.00 1.95 3.50 0.08 2.18Z-2 2.00 1.00 1.70 1.70 0.08 0.46Z-3 3.00 1.00 2.20 2.20 0.08 1.16Z-4 9.00 1.00 1.90 1.90 0.08 2.60Z-5 2.00 1.00 1.35 2.90 0.08 0.63Z-6 1.00 1.00 4.50 2.20 0.08 0.79VC 2.00 1.00 3.10 0.25 0.08 0.12VC 2.00 1.00 2.40 0.25 0.08 0.10CC 1.00 1.00 5.13 1.00 0.08 0.41

1.00 1.00 3.21 1.00 0.08 0.261.00 2.00 2.40 0.70 0.08 0.271.00 1.00 3.77 1.00 0.08 0.301.00 3.00 3.67 0.70 0.08 0.621.00 2.00 3.07 1.00 0.08 0.491.00 1.00 2.85 0.70 0.08 0.161.00 2.00 2.20 1.00 0.08 0.351.00 1.00 2.55 1.00 0.08 0.20

Bloque F Z-1 10.00 1.00 2.00 2.00 0.08 3.20Z-2 1.00 1.00 2.00 4.10 0.08 0.66Z-3 7.00 1.00 2.50 2.50 0.08 3.50Z-4 4.00 1.00 2.90 2.90 0.08 2.69VC 1.00 1.00 4.84 0.25 0.08 0.10VC 1.00 1.00 3.69 0.25 0.08 0.07VC 1.00 1.00 2.45 0.25 0.08 0.05VC 1.00 1.00 3.69 0.25 0.08 0.07VC 2.00 1.00 3.46 0.25 0.08 0.14VC 2.00 1.00 2.84 0.25 0.08 0.11CC 1.00 1.00 19.75 0.70 0.08 1.11

2.00 1.00 3.72 0.70 0.08 0.422.00 1.00 3.30 0.70 0.08 0.372.00 1.00 2.87 0.70 0.08 0.322.00 1.00 2.60 0.70 0.08 0.292.00 1.00 2.93 0.70 0.08 0.332.00 1.00 5.50 0.70 0.08 0.622.00 1.00 4.09 0.70 0.08 0.46

Page 31: Sustento de Metrados - Estructura Final

2.00 1.00 2.85 0.70 0.08 0.322.00 1.00 3.12 0.70 0.08 0.352.00 1.00 3.46 0.70 0.08 0.39

Bloque G Z-1 9.00 1.00 2.30 2.30 0.08 3.81Z-2 7.00 1.00 2.60 2.60 0.08 3.79Z-3 3.00 1.00 3.10 3.10 0.08 2.31Z-4 3.00 1.00 1.90 1.90 0.08 0.87VC 1.00 1.00 2.55 0.25 0.08 0.05

1.00 1.00 1.40 0.25 0.08 0.031.00 1.00 1.64 0.25 0.08 0.032.00 1.00 1.40 0.25 0.08 0.061.00 1.00 0.85 0.25 0.08 0.021.00 1.00 1.90 0.25 0.08 0.041.00 1.00 1.06 0.25 0.08 0.021.00 1.00 0.70 0.25 0.08 0.011.00 1.00 2.70 0.25 0.08 0.051.00 1.00 1.31 0.25 0.08 0.031.00 1.00 2.40 0.25 0.08 0.051.00 1.00 1.65 0.25 0.08 0.03

VC 1 4.00 1.00 8.81 0.35 0.08 0.99VC 1 2.00 1.00 7.56 0.35 0.08 0.42VC 2 4.00 1.00 3.38 0.30 0.08 0.32VC 2 4.00 1.00 3.20 0.30 0.08 0.31

1.00 1.00 2.60 0.30 0.08 0.061.00 1.00 2.28 0.30 0.08 0.051.00 1.00 1.65 0.30 0.08 0.04

Rotonda 1.00 1.00 8.65 9.85 0.08 6.82

4.02 CIMIENTOS CORRIDOS 114.68

Bloque E CC 1.00 1.00 5.13 1.00 1.70 8.721.00 1.00 3.21 1.00 1.70 5.461.00 2.00 2.40 0.70 1.70 5.711.00 1.00 3.77 1.00 1.70 6.411.00 3.00 3.67 0.70 1.70 13.101.00 2.00 3.07 1.00 1.70 10.441.00 1.00 2.85 0.70 1.70 3.391.00 2.00 2.20 1.00 1.70 7.481.00 1.00 2.55 1.00 1.70 4.34

Bloque F CC 1.00 1.00 19.75 0.70 0.80 11.062.00 1.00 3.72 0.70 0.80 4.172.00 1.00 3.30 0.70 0.80 3.702.00 1.00 2.87 0.70 0.80 3.212.00 1.00 2.60 0.70 0.80 2.912.00 1.00 2.93 0.70 0.80 3.282.00 1.00 5.50 0.70 0.80 6.162.00 1.00 4.09 0.70 0.80 4.582.00 1.00 2.85 0.70 0.80 3.192.00 1.00 3.12 0.70 0.80 3.492.00 1.00 3.46 0.70 0.80 3.88

4.02 FALSO PISO 3446.77Bloque A 1.00 18.65 8.05 - 150.13Bloque B 1.00 15.70 8.15 - 127.96

1.00 7.06 8.15 - 57.52Bloque C 1.00 34.75 11.00 - 382.25Bloque D 1.00 28.13 12.57 - 353.59Bloque E 1.00 29.05 10.65 - 309.38Bloque F 1.00 21.88 37.05 - 810.65Bloque G 1.00 11.45 21.96 - 251.44

1.00 10.16 12.90 - 131.06Rotonda 1.00 1.00 8.65 9.85 85.20Estacionamiento area= 787.57 787.57

5.00 OBRAS DE CONCRETO ARMADO

5.02 ZAPATAS5.02.01 CONCRETO F'C = 210KG/CM2 m3 438.16

BLOQUE AZAPATA 1 4 2.20 2.20 0.50 9.68ZAPATA 2 2 2.50 4.81 0.50 12.02

ZAPATA CORRIDA 2 1.20 9.85 0.50 11.82

BLOQUE BZAPATA 1 4 2.50 2.50 0.50 12.50ZAPATA 2 3 1.50 1.50 0.50 3.38ZAPATA 3 3 2.40 2.40 0.50 8.64ZAPATA 4 3 1.60 1.60 0.50 3.84ZAPATA 5 2 2.45 1.50 0.50 3.68

BLOQUE CZAPATA 1 18 2.50 2.50 0.50 56.25ZAPATA 2 4 2.50 4.70 0.50 23.50

2 2.50 4.70 0.50 11.752 1.38 1.65 0.50 2.28

ZAPATA 3 2 1.50 3.00 0.50 4.50BLOQUE D

ZAPATA 1 13 2.50 2.50 0.50 40.63ZAPATA 2 9 2.50 4.70 0.50 52.88ZAPATA 3 2 1.50 3.00 0.50 4.50

BLOQUE EZAPATA 1 4 1.95 3.50 0.50 13.65ZAPATA 2 2 1.70 1.70 0.50 2.89ZAPATA 3 3 2.20 2.20 0.50 7.26ZAPATA 4 9 1.90 1.90 0.50 16.24ZAPATA 5 2 1.35 2.90 0.50 3.92ZAPATA 6 1 2.20 4.60 0.50 5.06

BLOQUE FZAPATA 1 10 2.00 2.00 0.50 20.00ZAPATA 2 1 2.00 4.10 0.50 4.10

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ZAPATA 3 7 2.50 2.80 0.50 24.50ZAPATA 4 4 2.90 2.90 0.50 16.82

BLOQUE GZAPATA 1 9 2.30 2.30 0.50 23.80ZAPATA 2 7 2.60 2.60 0.50 23.66ZAPATA 3 3 3.10 3.10 0.50 14.42ZAPATA 4 3 1.90 1.90 0.50 5.41

5.02.02 ACERO DE REFUERZO EN ZAPATAS kg

5.03 VIGAS DE CIMENTACION5.03.01 CONCRETO F'C=210KG/CM2 m3 97.20

BLOQUE AVC 1 2.00 7.80 0.35 0.60 3.28VC 1 2.00 7.80 0.30 0.50 2.34VC 2 2.00 3.54 0.30 0.50 1.06VC 2 2.00 3.51 0.30 0.50 1.05VC 2 2.00 1.70 0.30 0.50 0.51VC 2 2.00 3.09 0.30 0.50 0.93VC 2 2.00 3.12 0.30 0.50 0.93

BLOQUE B 0.00VC 1 1.00 3.40 0.25 0.50 0.43VC 1 1.00 3.15 0.25 0.50 0.39VC 1 2.00 8.15 0.35 0.60 3.42VC 2.00 4.03 0.25 0.50 1.01VC 2.00 2.17 0.25 0.50 0.54VC 1.00 3.12 0.25 0.50 0.39VC 2.00 4.00 0.25 0.50 1.00VC 2.00 4.27 0.25 0.50 1.07VC 2.00 5.36 0.25 0.50 1.34VC 2.00 4.60 0.25 0.50 1.15VC 2.00 2.09 0.25 0.50 0.52VC 1.00 7.008 0.35 0.60 1.47

BLOQUE CVC 1 1.00 5.04 0.25 0.60 0.76

1.00 5.15 0.25 0.50 0.641.00 5.80 0.25 0.50 0.721.00 4.89 0.25 0.50 0.618.00 4.09 0.25 0.60 4.913.00 8.65 0.25 0.50 3.241.00 2.19 0.25 0.50 0.27

VC 3.00 3.64 0.25 0.50 1.373.00 3.89 0.25 0.50 1.463.00 3.62 0.25 0.50 1.363.00 3.62 0.25 0.50 1.362.00 3.62 0.25 0.50 0.912.00 1.00 0.25 0.50 0.251.00 5.50 0.25 0.50 0.697.00 3.62 0.25 0.50 3.17

BLOQUE D 5.00 10.22 0.35 0.60 10.738.00 4.81 0.25 0.50 4.812.00 2.30 0.25 0.50 0.584.00 2.55 0.25 0.50 1.2812.00 2.80 0.25 0.50 4.201.00 5.20 0.25 0.50 0.65

BLOQUE E 2.00 4.91 0.25 0.40 0.981.00 3.50 0.25 0.40 0.35

BLOQUE F 1.00 7.14 0.25 0.40 0.711.00 6.00 0.25 0.40 0.601.00 4.75 0.25 0.40 0.482.00 5.14 0.25 0.40 1.032.00 5.76 0.25 0.40 1.15

BLOQUE G VC 1 4.00 10.86 0.35 0.60 9.122.00 9.86 0.35 0.60 4.14

VC 2 4.00 5.08 0.30 0.50 3.051.00 4.91 0.30 0.50 0.741.00 4.31 0.30 0.50 0.651.00 2.20 0.30 0.50 0.331.00 2.55 0.30 0.50 0.381.00 4.28 0.30 0.50 0.64

VC 3.00 4.40 0.25 0.50 1.653.00 3.10 0.25 0.50 1.163.00 3.50 0.25 0.50 1.311.00 4.55 0.25 0.50 0.572.00 3.00 0.25 0.50 0.751.00 1.91 0.30 0.50 0.291.00 2.23 0.30 0.50 0.33

5.03.02 ENCOFRADO Y DESENCOFRADO 686.48

caras a encofBLOQUE A

VC 1 2.00 2.00 7.80 0.60 18.72VC 1 2.00 2.00 7.80 0.50 15.60VC 2 2.00 2.00 3.54 0.50 7.08VC 2 2.00 2.00 3.51 0.50 7.02VC 2 2.00 2.00 1.70 0.50 3.40VC 2 2.00 2.00 3.09 0.50 6.17VC 2 2.00 2.00 3.12 0.50 6.23

BLOQUE BVC 1 2.00 1.00 3.40 0.50 3.40VC 1 2.00 1.00 3.15 0.50 3.15VC 1 2.00 2.00 8.15 0.60 19.56VC 2.00 2.00 4.03 0.50 8.05VC 2.00 2.00 2.17 0.50 4.35VC 2.00 1.00 3.12 0.50 3.12VC 2.00 2.00 4.00 0.50 8.00

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VC 2.00 2.00 4.27 0.50 8.54VC 2.00 2.00 5.36 0.50 10.73VC 2.00 2.00 4.60 0.50 9.21VC 2.00 2.00 2.09 0.50 4.19VC 2.00 1.00 7.008 0.60 8.41

BLOQUE CVC 1 2.00 1.00 5.04 0.60 6.05

2.00 1.00 5.15 0.50 5.152.00 1.00 5.80 0.50 5.802.00 1.00 4.89 0.50 4.892.00 8.00 4.09 0.60 39.292.00 3.00 8.65 0.50 25.942.00 1.00 2.19 0.50 2.19

VC 2.00 3.00 3.64 0.50 10.922.00 3.00 3.89 0.50 11.672.00 3.00 3.62 0.50 10.862.00 3.00 3.62 0.50 10.862.00 2.00 3.62 0.50 7.242.00 2.00 1.00 0.50 2.002.00 1.00 5.50 0.50 5.502.00 7.00 3.62 0.50 25.34

BLOQUE D 2.00 5.00 10.22 0.60 61.322.00 8.00 4.81 0.50 38.482.00 2.00 2.30 0.50 4.602.00 4.00 2.55 0.50 10.202.00 12.00 2.80 0.50 33.602.00 1.00 5.20 0.50 5.20

BLOQUE E 2.00 2.00 4.91 0.40 7.862.00 1.00 3.50 0.40 2.80

BLOQUE F 2.00 1.00 7.14 0.40 5.712.00 1.00 6.00 0.40 4.802.00 1.00 4.75 0.40 3.802.00 2.00 5.14 0.40 8.222.00 2.00 5.76 0.40 9.22

BLOQUE G VC 1 2.00 4.00 10.86 0.60 52.132.00 2.00 9.86 0.60 23.66

VC 2 2.00 4.00 5.08 0.50 20.322.00 1.00 4.91 0.50 4.912.00 1.00 4.31 0.50 4.312.00 1.00 2.20 0.50 2.202.00 1.00 2.55 0.50 2.552.00 1.00 4.28 0.50 4.28

VC 2.00 3.00 4.40 0.50 13.202.00 3.00 3.10 0.50 9.302.00 3.00 3.50 0.50 10.502.00 1.00 4.55 0.50 4.552.00 2.00 3.00 0.50 6.002.00 1.00 1.91 0.50 1.912.00 1.00 2.23 0.50 2.23

5.03.03 ACERO DE REFUERZO EN VIGAS DE CIMENTACION

5.04 SOBRECIMIENTO ARMADO5.04.01 CONCRETO F'C=210KG/CM2 m3 8.93

Bloque E CC 1.00 1.00 5.13 0.25 0.35 0.451.00 1.00 3.21 0.25 0.35 0.281.00 2.00 2.40 0.25 0.35 0.421.00 1.00 3.77 0.25 0.35 0.331.00 3.00 3.67 0.25 0.35 0.961.00 2.00 3.07 0.25 0.35 0.541.00 1.00 2.85 0.25 0.35 0.251.00 2.00 2.20 0.25 0.35 0.391.00 1.00 2.55 0.25 0.35 0.22

Bloque F CC 1.00 1.00 19.75 0.25 0.25 1.231.00 2.00 3.72 0.25 0.25 0.471.00 2.00 3.30 0.25 0.25 0.411.00 2.00 2.87 0.25 0.25 0.361.00 2.00 2.60 0.25 0.25 0.331.00 2.00 2.93 0.25 0.25 0.371.00 2.00 5.50 0.25 0.25 0.691.00 2.00 4.09 0.25 0.25 0.511.00 2.00 2.85 0.25 0.25 0.361.00 2.00 3.12 0.25 0.25 0.391.00 2.00 3.46 0.25 0.25 0.43

5.04.02 ENCOFRADO Y DESENCOFRADO DE SOBRECIMIENTO m2 71.43

Bloque E CC 2.00 1.00 5.13 0.35 3.592.00 1.00 3.21 0.35 2.252.00 2.00 2.40 0.35 3.362.00 1.00 3.77 0.35 2.642.00 3.00 3.67 0.35 7.712.00 2.00 3.07 0.35 4.302.00 1.00 2.85 0.35 1.992.00 2.00 2.20 0.35 3.082.00 1.00 2.55 0.35 1.78

Bloque F CC 2.00 1.00 19.75 0.25 9.882.00 2.00 3.72 0.25 3.722.00 2.00 3.30 0.25 3.302.00 2.00 2.87 0.25 2.872.00 2.00 2.60 0.25 2.602.00 2.00 2.93 0.25 2.932.00 2.00 5.50 0.25 5.502.00 2.00 4.09 0.25 4.092.00 2.00 2.85 0.25 2.852.00 2.00 3.12 0.25 3.122.00 2.00 3.46 0.25 3.46

5.04.03 ACERO DE REFUERZO -SOBRECIMIENTOS ARMADOS

Page 34: Sustento de Metrados - Estructura Final

5.05 COLUMNAS5.05.01 CONCRETO F'C=210KG/CM2 419.78

BLOQUE "A"C1 6.00 0.60 0.30 5.75 6.21C2 4.00 0.30 0.33 5.75 2.28

4.00 0.25 0.90 5.75 5.18C3 2.00 1.25 0.30 5.75 4.31C4 2.00 0.25 0.30 5.75 0.86

BLOQUE "B"C1 2.00 0.90 0.25 5.75 2.59C2 4.00 0.30 0.33 5.75 2.28

4.00 0.25 0.90 5.75 5.18C3 4.00 1.25 0.30 5.75 8.63C4 4.00 0.30 0.30 5.75 2.07C5 1.00 0.30 0.25 5.75 0.43

BLOQUE "C"C1 6.00 0.40 0.25 5.15 3.09

6.00 0.75 0.25 5.15 5.79C2 14.00 0.75 0.25 5.15 13.52

14.00 0.35 0.35 5.15 8.83C3 8.00 0.75 0.25 5.15 7.73C4 10.00 0.25 0.30 5.15 3.86

BLOQUE "D"C1 4.00 0.40 0.25 5.15 2.06

4.00 0.75 0.25 5.15 3.86C2 14.00 0.75 0.25 5.15 13.52

14.00 0.35 0.35 5.15 8.83C3 9.00 0.35 0.30 5.15 4.87C4 4.00 0.75 0.25 5.15 3.86C5 6.00 0.40 0.25 5.15 3.09

BLOQUE EC1 22.00 0.25 0.25 5.15 7.08C2 7.00 0.40 0.15 5.15 2.16C3 2.00 0.40 0.25 5.15 1.03C4 2.00 1.35 0.25 5.15 3.48

BLOQUE FC1 23.00 0.60 0.40 5.15 28.43C2 4.00 0.25 0.25 5.15 1.29

BLOQUE GC1 9.00 0.60 0.30 5.15 8.34C2 3.00 0.40 0.25 5.15 1.55C3 10.00 0.90 0.25 5.15 11.59

10.00 0.35 0.30 5.15 5.41PASARELA

C1 14.00 0.40 0.25 5.15 7.21C2 1.00 0.60 0.25 5.15 0.77

2° NIVELBLOQUE "C"

C1 6.00 0.40 0.25 3.20 1.926.00 0.75 0.25 3.20 3.60

C2 14.00 0.75 0.25 3.20 8.4014.00 0.35 0.35 3.20 5.49

C3 8.00 0.75 0.25 3.20 4.80C4 10.00 0.25 0.30 3.20 2.40

BLOQUE "D"C1 4.00 0.40 0.25 3.20 1.28

4.00 0.75 0.25 3.20 2.40C2 14.00 0.75 0.25 3.20 8.40

14.00 0.35 0.35 3.20 5.49C3 9.00 0.35 0.30 3.20 3.02C4 4.00 0.75 0.25 3.20 2.40C5 6.00 0.40 0.25 3.20 1.92

BLOQUE EC1 22.00 0.25 0.25 3.20 4.40C2 7.00 0.40 0.15 3.20 1.34C3 2.00 0.40 0.25 3.20 0.64C4 2.00 1.35 0.25 3.20 2.16

BLOQUE FC1 23.00 0.60 0.40 3.20 17.66C2 4.00 0.25 0.25 3.20 0.80

BLOQUE GC1 9.00 0.60 0.30 3.20 5.18C2 3.00 0.40 0.25 3.20 0.96C3 10.00 0.90 0.25 3.20 7.20

10.00 0.35 0.30 3.20 3.36PASARELA

C1 14.00 0.40 0.25 3.20 4.48C2 1.00 0.60 0.25 3.20 0.48

3° NIVELBLOQUE "C"

C1 6.00 0.40 0.25 3.20 1.926.00 0.75 0.25 3.20 3.60

C2 14.00 0.75 0.25 3.20 8.4014.00 0.35 0.35 3.20 5.49

C3 8.00 0.75 0.25 3.20 4.80C4 10.00 0.25 0.30 3.20 2.40

BLOQUE "D"C1 4.00 0.40 0.25 3.20 1.28

4.00 0.75 0.25 3.20 2.40C2 14.00 0.75 0.25 3.20 8.40

14.00 0.35 0.35 3.20 5.49C3 9.00 0.35 0.30 3.20 3.02C4 4.00 0.75 0.25 3.20 2.40C5 6.00 0.40 0.25 3.20 1.92

BLOQUE G

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C1 5.00 0.60 0.30 3.20 2.88C3 4.00 0.90 0.25 3.20 2.88

4.00 0.35 0.30 3.20 1.34PASARELA

C1 14.00 0.40 0.25 3.20 4.48C2 1.00 0.60 0.25 3.20 0.48

5.05.02 ENCOFRADO Y DESENCOFRADO 3694.78PERIMETRO

BLOQUE "A"C1 6.00 5.75 0.60 0.30 1.80 62.10C2 4.00 5.75 0.30 0.33 1.26 28.98

4.00 5.75 0.25 0.90 2.30 52.90C3 2.00 5.75 1.25 0.30 3.10 35.65C4 2.00 5.75 0.25 0.30 1.10 12.65

BLOQUE "B"C1 2.00 5.75 0.90 0.25 2.30 26.45C2 4.00 5.75 0.30 0.33 1.26 28.98

4.00 5.75 0.25 0.90 2.30 52.90C3 4.00 5.75 1.25 0.30 3.10 71.30C4 4.00 5.75 0.30 0.30 1.20 27.60C5 1.00 5.75 0.30 0.25 1.10 6.33

BLOQUE "C"C1 6.00 5.15 0.40 0.25 1.30 40.17

6.00 5.15 0.75 0.25 2.00 61.80C2 14.00 5.15 0.75 0.25 2.00 144.20

14.00 5.15 0.35 0.35 1.40 100.94C3 8.00 5.15 0.75 0.25 2.00 82.40C4 10.00 5.15 0.25 0.30 1.10 56.65

BLOQUE "D"C1 4.00 5.15 0.40 0.25 1.30 26.78

4.00 5.15 0.75 0.25 2.00 41.20C2 14.00 5.15 0.75 0.25 2.00 144.20

14.00 5.15 0.35 0.35 1.40 100.94C3 9.00 5.15 0.35 0.30 1.30 60.25C4 4.00 5.15 0.75 0.25 2.00 41.20C5 6.00 5.15 0.40 0.25 1.30 40.17

BLOQUE EC1 22.00 5.15 0.25 0.25 1.00 113.30C2 7.00 5.15 0.40 0.15 1.10 39.66C3 2.00 5.15 0.40 0.25 1.30 13.39C4 2.00 5.15 1.35 0.25 3.20 32.96

BLOQUE FC1 23.00 5.15 0.60 0.40 2.00 236.90C2 4.00 5.15 0.25 0.25 1.00 20.60

BLOQUE GC1 9.00 5.15 0.60 0.30 1.80 83.43C2 3.00 5.15 0.40 0.25 1.30 20.09C3 10.00 5.15 0.90 0.25 2.30 118.45

10.00 5.15 0.35 0.30 1.30 66.95PASARELA

C1 14.00 5.15 0.40 0.25 1.30 93.73C2 1.00 5.15 0.60 0.25 1.70 8.76

2° NIVELBLOQUE "C"

C1 6.00 3.2 0.40 0.25 1.30 7.806.00 3.2 0.75 0.25 2.00 12.00

C2 14.00 3.2 0.75 0.25 2.00 28.0014.00 3.2 0.35 0.35 1.40 19.60

C3 8.00 3.2 0.75 0.25 2.00 16.00C4 10.00 3.2 0.25 0.30 1.10 11.00

BLOQUE "D"C1 4.00 3.2 0.40 0.25 1.30 16.64

4.00 3.2 0.75 0.25 2.00 25.60C2 14.00 3.2 0.75 0.25 2.00 89.60

14.00 3.2 0.35 0.35 1.40 62.72C3 9.00 3.2 0.35 0.30 1.30 37.44C4 4.00 3.2 0.75 0.25 2.00 25.60C5 6.00 3.2 0.40 0.25 1.30 24.96

BLOQUE EC1 22.00 3.2 0.25 0.25 1.00 70.40C2 7.00 3.2 0.40 0.15 1.10 24.64C3 2.00 3.2 0.40 0.25 1.30 8.32C4 2.00 3.2 1.35 0.25 3.20 20.48

BLOQUE FC1 23.00 3.2 0.60 0.40 2.00 147.20C2 4.00 3.2 0.25 0.25 1.00 12.80

BLOQUE GC1 9.00 3.2 0.60 0.30 1.80 51.84C2 3.00 3.2 0.40 0.25 1.30 12.48C3 10.00 3.2 0.90 0.25 2.30 73.60

10.00 3.2 0.35 0.30 1.30 41.60

3° NIVELBLOQUE "C"

C1 6.00 3.2 0.40 0.25 1.30 24.966.00 3.2 0.75 0.25 2.00 38.40

C2 14.00 3.2 0.75 0.25 2.00 89.6014.00 3.2 0.35 0.35 1.40 62.72

C3 8.00 3.2 0.75 0.25 2.00 51.2010.00 3.2 0.25 0.30 1.10 35.20

BLOQUE "D"C1 4.00 3.2 0.40 0.25 1.30 16.64

4.00 3.2 0.75 0.25 2.00 25.60C2 14.00 3.2 0.75 0.25 2.00 89.60

14.00 3.2 0.35 0.35 1.40 62.72C3 9.00 3.2 0.35 0.30 1.30 37.44

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C4 4.00 3.2 0.75 0.25 2.00 25.60C5 6.00 3.2 0.40 0.25 1.30 24.96

BLOQUE GC1 5.00 3.2 0.60 0.30 1.80 28.80C3 4.00 3.2 0.90 0.25 2.30 29.44

4.00 3.2 0.35 0.30 1.30 16.645.05.03 ACERO DE REFUERZO - COLUMNAS

5.06 MUROS DE CONTENCION5.06.01 CONCRETO PARA MURO DE CONTENCION f´c=210 kg/cm2 142.63

BLOQUE "A"2.00 3.58 0.25 2.05 3.662.00 3.58 0.25 2.05 3.662.00 3.54 0.30 1.45 3.082.00 3.51 0.30 1.45 3.052.00 1.70 0.30 1.45 1.482.00 3.09 0.30 1.45 2.682.00 3.12 0.30 1.45 2.71

BLOQUE "B"2.00 4.03 0.25 1.35 2.722.00 2.17 0.25 1.35 1.471.00 3.12 0.25 1.35 1.052.00 4.00 0.25 1.35 2.702.00 4.27 0.25 1.35 2.882.00 5.36 0.25 1.35 3.622.00 4.60 0.25 1.35 3.112.00 2.09 0.25 1.35 1.411.00 7.008 0.35 1.35 3.31

BLOQUE "C"VC 1.00 5.04 0.25 1.35 1.70

1.00 5.15 0.25 1.45 1.878.00 4.09 0.25 1.35 11.05

VC 2.00 3.64 0.25 1.45 2.642.00 3.89 0.25 1.45 2.8212.00 3.62 0.25 1.45 15.75

BLOQUE "D"8.00 4.81 0.25 1.45 13.954.00 2.55 0.25 1.45 3.7012.00 2.80 0.25 1.45 12.18

BLOQUE "G"VC 2 4.00 5.08 0.30 1.45 8.84

1.00 4.91 0.30 1.45 2.141.00 4.31 0.30 1.45 1.871.00 2.20 0.30 1.45 0.961.00 2.55 0.30 1.45 1.111.00 4.28 0.30 1.45 1.86

VC 3.00 4.40 0.25 1.45 4.793.00 3.10 0.25 1.45 3.373.00 3.50 0.25 1.45 3.811.00 4.55 0.25 1.45 1.652.00 3.00 0.25 1.45 2.181.00 1.91 0.30 1.45 0.831.00 2.23 0.30 1.45 0.97

5.06.02 ENCOFRADO Y DESENCOFRADO 1091.33

BLOQUE "A"2.00 2.00 3.58 0.00 2.05 29.312.00 2.00 3.58 0.00 2.05 29.312.00 2.00 3.54 0.00 1.45 20.532.00 2.00 3.51 0.00 1.45 20.362.00 2.00 1.70 0.00 1.45 9.862.00 2.00 3.09 0.00 1.45 17.892.00 2.00 3.12 0.00 1.45 18.07

BLOQUE "B"2.00 2.00 4.03 0.00 1.35 21.742.00 2.00 2.17 0.00 1.35 11.742.00 1.00 3.12 0.00 1.35 8.442.00 2.00 4.00 0.00 1.35 21.602.00 2.00 4.27 0.00 1.35 23.052.00 2.00 5.36 0.00 1.35 28.972.00 2.00 4.60 0.00 1.35 24.862.00 2.00 2.09 0.00 1.35 11.312.00 1.00 7.008 0.00 1.35 18.92

BLOQUE "C"VC 2.00 1.00 5.04 0.00 1.35 13.61

2.00 1.00 5.15 0.00 1.45 14.932.00 8.00 4.09 0.00 1.35 88.40

VC 2.00 2.00 3.64 0.00 1.45 21.112.00 2.00 3.89 0.00 1.45 22.562.00 12.00 3.62 0.00 1.45 125.98

BLOQUE "D"2.00 8.00 4.81 0.00 1.45 111.592.00 4.00 2.55 0.00 1.45 29.582.00 12.00 2.80 0.00 1.45 97.44

BLOQUE "G"VC 2 2.00 4.00 5.08 0.00 1.45 58.93

2.00 1.00 4.91 0.00 1.45 14.242.00 1.00 4.31 0.00 1.45 12.502.00 1.00 2.20 0.00 1.45 6.382.00 1.00 2.55 0.00 1.45 7.402.00 1.00 4.28 0.00 1.45 12.41

VC 2.00 3.00 4.40 0.00 1.45 38.282.00 3.00 3.10 0.00 1.45 26.972.00 3.00 3.50 0.00 1.45 30.452.00 1.00 4.55 0.00 1.45 13.192.00 2.00 3.00 0.00 1.45 17.402.00 1.00 1.91 0.00 1.45 5.54

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2.00 1.00 2.23 0.00 1.45 6.47

5.06.03 ACERO DE REFUERZO PARA MURO DE CONTENCION fy= 4,200 KG/CM2

5.07 VIGAS5.07.01 CONCRETO PARA VIGAS f´c=210kg/cm2 369.93

1ER NIVELBLOQUE A

VIGA 100 (25X50) 4.00 3.58 0.25 0.45 1.61VIGA 200 (25X50) 2.00 7.80 0.25 0.45 1.76

2.00 7.15 0.35 0.45 2.25VIGA101 (25X50) 2.00 3.81 0.15 0.45 0.51

2.00 4.11 0.15 0.45 0.552.00 2.30 0.25 0.45 0.522.00 3.67 0.25 0.45 0.832.00 3.37 0.25 0.45 0.76

BLOQUE BVIGA 100 (25X50) 1.00 3.40 0.25 0.45 0.38

1.00 3.15 0.25 0.45 0.35VIGA 200 (25X50) 2.00 8.15 0.25 0.45 1.83VIGA 101 (25X50) 2.00 4.00 0.25 0.45 0.90

2.00 4.27 0.25 0.45 0.962.00 5.36 0.25 0.45 1.211.00 3.12 0.25 0.45 0.35

VIGA 201 (25X50) 1.00 7.00 0.25 0.45 0.79VIGA 300 (25X50) 2.00 2.10 0.25 0.45 0.47

2.00 4.60 0.25 0.45 1.042.00 4.03 0.25 0.45 0.912.00 2.18 0.25 0.45 0.49

BLOQUE C 0.00VIGA 100 (35X80) 3.00 8.75 0.35 0.75 6.89

3.00 1.90 0.35 0.75 1.50VIGA 200 (25X50) 1.00 3.73 0.25 0.45 0.42

5.00 3.88 0.25 0.45 2.186.00 4.00 0.25 0.45 2.704.00 2.19 0.25 0.45 0.99

VIGA 300 (25X40) 1.00 3.62 0.25 0.35 0.322.00 3.37 0.25 0.35 0.591.00 3.87 0.25 0.35 0.3412.00 3.62 0.25 0.35 3.802.00 0.99 0.25 0.35 0.171.00 5.50 0.25 0.35 0.481.00 3.89 0.25 0.35 0.341.00 3.54 0.25 0.35 0.312.00 3.64 0.25 0.35 0.641.00 3.29 0.25 0.35 0.29

VIGA 400 (25X50) 1.00 4.70 0.35 0.45 0.741.00 5.05 0.25 0.45 0.571.00 5.80 0.25 0.45 0.651.00 5.15 0.25 0.45 0.58

BLOQUE DVIGA 100 (35X90) 5.00 10.22 0.35 0.85 15.20

5.00 2.10 0.35 0.85 3.12VIGA 200 (25X50) 4.00 4.59 0.25 0.45 2.07

4.00 4.74 0.25 0.45 2.13VIGA 300 (25X40) 4.00 2.55 0.25 0.35 0.89

2.00 3.15 0.25 0.35 0.556.00 3.20 0.25 0.35 1.6812.00 2.80 0.25 0.35 2.94

BLOQUE EVIGA 100 (25X50) 4.00 4.25 0.25 0.45 1.91

3.00 4.05 0.25 0.45 1.372.00 4.15 0.25 0.45 0.931.00 2.70 0.25 0.45 0.301.00 3.50 0.25 0.45 0.391.00 2.05 0.25 0.45 0.231.00 5.20 0.25 0.45 0.592.00 2.90 0.25 0.45 0.651.00 4.80 0.25 0.45 0.542.00 2.33 0.25 0.45 0.52

VIGA 101 (25X50) 1.00 4.80 0.25 0.45 0.54VIGA B 1.00 4.80 0.15 0.15 0.11VIGA R (25X40) 2.00 5.35 0.25 0.35 0.94

2.00 3.76 0.25 0.20 0.382.00 1.95 0.25 0.20 0.202.00 4.42 0.25 0.20 0.441.00 4.91 0.25 0.20 0.252.00 3.81 0.25 0.20 0.384.00 5.47 0.25 0.20 1.09

VIGA 102 (25X50) 1.00 5.47 0.25 0.45 0.622.00 4.91 0.25 0.45 1.10

VIGA 103 (25X50) 2.00 1.84 0.25 0.45 0.412.00 6.15 0.25 0.45 1.38

BLOQUE FVIGA 100 (25X40) 5.00 5.76 0.25 0.35 2.52

4.00 5.20 0.25 0.35 1.822.00 4.56 0.25 0.35 0.802.00 4.20 0.25 0.35 0.742.00 4.46 0.25 0.35 0.782.00 4.90 0.25 0.35 0.862.00 5.32 0.25 0.35 0.932.00 4.80 0.25 0.35 0.842.00 5.28 0.25 0.35 0.921.00 1.50 0.25 0.35 0.13

VIGA 200 (35X70) 3.00 4.75 0.25 0.65 2.323.00 6.00 0.25 0.65 2.933.00 7.14 0.25 0.65 3.488.00 2.55 0.25 0.65 3.32

BLOQUE G

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VIGA 100 (30X60) 1.00 4.31 0.25 0.55 0.591.00 4.91 0.25 0.55 0.681.00 2.20 0.35 0.55 0.421.00 2.55 0.35 0.55 0.491.00 4.28 0.25 0.55 0.59

VIGA 200 (35X85) 2.00 9.86 0.25 0.80 3.94VIGA 101 (25X50) 3.00 3.50 0.35 0.45 1.65

3.00 3.10 0.35 0.45 1.461.00 4.40 0.25 0.45 0.502.00 4.10 0.25 0.45 0.922.00 3.00 0.25 0.45 0.682.00 4.55 0.25 0.45 1.022.00 5.09 0.25 0.45 1.152.00 5.10 0.25 0.45 1.15

PARARELAV-100 4.00 1.80 0.25 0.35 0.63

1.00 2.08 0.25 0.35 0.181.00 1.95 0.25 0.35 0.172.00 2.47 0.25 0.35 0.431.00 4.28 0.25 0.35 0.37

V-101 1.00 2.45 0.25 0.35 0.212.00 2.10 0.25 0.35 0.372.00 3.78 0.25 0.35 0.662.00 3.66 0.25 0.35 0.642.00 3.66 0.25 0.35 0.642.00 3.53 0.25 0.35 0.62

2DO NIVELBLOQUE C 0.00

VIGA 100 (35X80) 3.00 8.75 0.35 0.75 6.893.00 1.90 0.35 0.75 1.50

VIGA 200 (25X50) 1.00 3.73 0.25 0.45 0.425.00 3.88 0.25 0.45 2.186.00 4.00 0.25 0.45 2.704.00 2.19 0.25 0.45 0.99

VIGA 300 (25X40) 1.00 3.62 0.25 0.35 0.322.00 3.37 0.25 0.35 0.591.00 3.87 0.25 0.35 0.3412.00 3.62 0.25 0.35 3.802.00 0.99 0.25 0.35 0.171.00 5.50 0.25 0.35 0.481.00 3.89 0.25 0.35 0.341.00 3.54 0.25 0.35 0.312.00 3.64 0.25 0.35 0.641.00 3.29 0.25 0.35 0.29

VIGA 400 (25X50) 1.00 4.70 0.35 0.45 0.741.00 5.05 0.25 0.45 0.571.00 5.80 0.25 0.45 0.651.00 5.15 0.25 0.45 0.58

BLOQUE DVIGA 100 (35X90) 5.00 10.22 0.35 0.85 15.20

5.00 2.10 0.35 0.85 3.12VIGA 200 (25X50) 4.00 4.59 0.25 0.45 2.07

4.00 4.74 0.25 0.45 2.13VIGA 300 (25X40) 4.00 2.55 0.25 0.35 0.89

2.00 3.15 0.25 0.35 0.556.00 3.20 0.25 0.35 1.6812.00 2.80 0.25 0.35 2.94

BLOQUE EVIGA 100 (25X50) 4.00 4.25 0.25 0.45 1.91

3.00 4.05 0.25 0.45 1.372.00 4.15 0.25 0.45 0.931.00 2.70 0.25 0.45 0.301.00 3.50 0.25 0.45 0.391.00 2.05 0.25 0.45 0.231.00 5.20 0.25 0.45 0.592.00 2.90 0.25 0.45 0.651.00 4.80 0.25 0.45 0.542.00 2.33 0.25 0.45 0.52

VIGA 101 (25X50) 1.00 4.80 0.25 0.45 0.54VIGA R (25X40) 2.00 5.35 0.25 0.45 1.20

2.00 3.76 0.25 0.35 0.662.00 1.95 0.25 0.35 0.342.00 4.42 0.25 0.35 0.771.00 4.91 0.25 0.35 0.432.00 3.81 0.25 0.35 0.674.00 5.47 0.25 0.35 1.91

VIGA 102 (25X50) 1.00 5.47 0.25 0.45 0.622.00 4.91 0.25 0.45 1.10

VIGA 103 (25X50) 2.00 1.84 0.25 0.45 0.412.00 6.15 0.25 0.45 1.38

BLOQUE FVIGA SOPORTE 2.00 5.76 area= 0.64 7.33

2.00 5.20 area= 0.64 6.612.00 4.56 area= 0.64 5.802.00 4.20 area= 0.64 5.342.00 4.46 area= 0.64 5.672.00 4.90 area= 0.64 6.232.00 5.32 area= 0.64 6.772.00 4.80 area= 0.64 6.112.00 5.28 area= 0.64 6.721.00 1.50 area= 0.64 0.95

VIGA 200 (35X50) 3.00 4.75 0.25 0.45 1.603.00 6.00 0.25 0.45 2.033.00 7.14 0.25 0.45 2.418.00 2.55 0.25 0.45 2.30

BLOQUE GVIGA 100 (30X60) 1.00 4.31 0.25 0.55 0.59

1.00 4.91 0.25 0.55 0.681.00 2.20 0.35 0.55 0.421.00 2.55 0.35 0.55 0.49

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1.00 4.28 0.25 0.55 0.59VIGA 200 (35X85) 2.00 9.86 0.25 0.80 3.94VIGA 101 (25X50) 3.00 3.50 0.35 0.45 1.65

3.00 3.10 0.35 0.45 1.461.00 4.40 0.25 0.45 0.502.00 4.10 0.25 0.45 0.922.00 3.00 0.25 0.45 0.682.00 4.55 0.25 0.45 1.02

VIGA 300 (30X70) 2.00 5.09 0.30 0.65 1.992.00 5.10 0.30 0.65 1.99

VIGA 300 (30X100) 4.00 10.86 0.30 0.95 12.38VIGA B (15X20) 1.00 11.96 0.15 0.00 0.00

2.00 0.80 0.25 0.45 0.18PARARELAV-100 4.00 1.80 0.25 0.35 0.63

1.00 2.08 0.25 0.35 0.181.00 1.95 0.25 0.35 0.172.00 2.47 0.25 0.35 0.431.00 4.28 0.25 0.35 0.37

V-101 1.00 2.45 0.25 0.35 0.212.00 2.10 0.25 0.35 0.372.00 3.78 0.25 0.35 0.662.00 3.66 0.25 0.35 0.642.00 3.66 0.25 0.55 1.012.00 3.53 0.25 0.55 0.97

3ER NIVELBLOQUE C

VIGA 100 (35X80) 3.00 8.75 0.35 0.75 6.893.00 1.90 0.35 0.75 1.50

VIGA 200 (25X50) 1.00 3.73 0.25 0.45 0.425.00 3.88 0.25 0.45 2.186.00 4.00 0.25 0.45 2.704.00 2.19 0.25 0.45 0.99

VIGA 300 (25X40) 1.00 3.62 0.25 0.35 0.322.00 3.37 0.25 0.35 0.591.00 3.87 0.25 0.35 0.3412.00 3.62 0.25 0.35 3.802.00 0.99 0.25 0.35 0.171.00 5.50 0.25 0.35 0.481.00 3.89 0.25 0.35 0.341.00 3.54 0.25 0.35 0.312.00 3.64 0.25 0.35 0.641.00 3.29 0.25 0.35 0.29

VIGA 400 (25X50) 1.00 4.70 0.35 0.45 0.741.00 5.05 0.25 0.45 0.571.00 5.80 0.25 0.45 0.651.00 5.15 0.25 0.45 0.58

BLOQUE DVIGA 100 (35X90) 5.00 10.22 0.35 0.85 15.20

5.00 2.10 0.35 0.85 3.12VIGA 200 (25X50) 4.00 4.59 0.25 0.45 2.07

4.00 4.74 0.25 0.45 2.13VIGA 300 (25X40) 4.00 2.55 0.25 0.35 0.89

2.00 3.15 0.25 0.35 0.556.00 3.20 0.25 0.35 1.6812.00 2.80 0.25 0.35 2.94

BLOQUE GVIGA 100 (30X60) 1.00 4.31 0.25 0.55 0.59

1.00 4.91 0.25 0.55 0.681.00 2.20 0.35 0.55 0.421.00 2.55 0.35 0.55 0.491.00 4.28 0.25 0.55 0.59

VIGA 200 (35X85) 2.00 9.86 0.25 0.80 3.94VIGA 101 (25X50) 2.00 3.50 0.35 0.45 1.10

2.00 3.10 0.35 0.45 0.981.00 4.40 0.25 0.45 0.501.00 4.10 0.25 0.45 0.46

VIGA B (15X20) 1.00 11.46 0.15 0.00 0.001.00 14.20 0.15 0.00 0.006.00 0.80 0.25 0.45 0.54

PARARELAV-100 4.00 1.80 0.25 0.35 0.63

1.00 2.08 0.25 0.35 0.181.00 1.95 0.25 0.35 0.172.00 2.47 0.25 0.35 0.431.00 4.28 0.25 0.35 0.37

V-101 1.00 2.45 0.25 0.35 0.212.00 2.10 0.25 0.35 0.372.00 3.78 0.25 0.35 0.662.00 3.66 0.25 0.35 0.642.00 3.66 0.25 0.55 1.012.00 3.53 0.25 0.55 0.97

5.07.02 ENCOFRADO Y DESENCOFRADO 2269.281ER NIVEL

BLOQUE A PERIMETROVIGA 100 (25X50) 0.85 4.00 3.58 0.25 0.30 12.16VIGA 200 (25X50) 0.85 2.00 7.80 0.25 0.30 13.26

0.95 2.00 7.15 0.35 0.30 13.59VIGA101 (25X50) 0.75 2.00 3.81 0.15 0.30 5.72

0.75 2.00 4.11 0.15 0.30 6.170.85 2.00 2.30 0.25 0.30 3.910.85 2.00 3.67 0.25 0.30 6.240.85 2.00 3.37 0.25 0.30 5.73

BLOQUE BVIGA 100 (25X50) 0.85 1.00 3.40 0.25 0.30 2.89

0.85 1.00 3.15 0.25 0.30 2.68VIGA 200 (25X50) 0.85 2.00 8.15 0.25 0.30 13.86VIGA 101 (25X50) 0.85 2.00 4.00 0.25 0.30 6.80

0.85 2.00 4.27 0.25 0.30 7.26

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0.85 2.00 5.36 0.25 0.30 9.110.85 1.00 3.12 0.25 0.30 2.65

VIGA 201 (25X50) 0.85 1.00 7.00 0.25 0.30 5.95VIGA 300 (25X50) 0.85 2.00 2.10 0.25 0.30 3.57

0.85 2.00 4.60 0.25 0.30 7.820.85 2.00 4.03 0.25 0.30 6.850.85 2.00 2.18 0.25 0.30 3.71

BLOQUE CVIGA 100 (35X80) 1.55 3.00 8.75 0.35 0.60 40.69

1.55 3.00 1.90 0.35 0.60 8.83VIGA 200 (25X50) 0.85 1.00 3.73 0.25 0.30 3.17

0.85 5.00 3.88 0.25 0.30 16.470.85 6.00 4.00 0.25 0.30 20.400.85 4.00 2.19 0.25 0.30 7.45

VIGA 300 (25X40) 0.65 1.00 3.62 0.25 0.20 2.350.65 2.00 3.37 0.25 0.20 4.380.65 1.00 3.87 0.25 0.20 2.520.65 12.00 3.62 0.25 0.20 28.240.65 2.00 0.99 0.25 0.20 1.290.65 1.00 5.50 0.25 0.20 3.580.65 1.00 3.89 0.25 0.20 2.530.65 1.00 3.54 0.25 0.20 2.300.65 2.00 3.64 0.25 0.20 4.730.65 1.00 3.29 0.25 0.20 2.14

VIGA 400 (25X50) 0.95 1.00 4.70 0.35 0.30 4.470.85 1.00 5.05 0.25 0.30 4.290.85 1.00 5.80 0.25 0.30 4.930.85 1.00 5.15 0.25 0.30 4.38

BLOQUE DVIGA 100 (35X90) 1.75 5.00 10.22 0.35 0.70 89.43

1.75 5.00 2.10 0.35 0.70 18.38VIGA 200 (25X50) 0.85 4.00 4.59 0.25 0.30 15.61

0.85 4.00 4.74 0.25 0.30 16.10VIGA 300 (25X40) 0.65 4.00 2.55 0.25 0.20 6.63

0.65 2.00 3.15 0.25 0.20 4.100.65 6.00 3.20 0.25 0.20 12.480.65 12.00 2.80 0.25 0.20 21.84

BLOQUE EVIGA 100 (25X50) 0.85 4.00 4.25 0.25 0.30 14.45

0.85 3.00 4.05 0.25 0.30 10.330.85 2.00 4.15 0.25 0.30 7.060.85 1.00 2.70 0.25 0.30 2.300.85 1.00 3.50 0.25 0.30 2.980.85 1.00 2.05 0.25 0.30 1.740.85 1.00 5.20 0.25 0.30 4.420.85 2.00 2.90 0.25 0.30 4.930.85 1.00 4.80 0.25 0.30 4.080.85 2.00 2.33 0.25 0.30 3.95

VIGA 101 (25X50) 0.85 1.00 4.80 0.25 0.30 4.08VIGA B 0.35 1.00 4.80 0.15 0.10 1.68VIGA R (25X40) 0.65 2.00 5.35 0.25 0.20 6.96

0.65 2.00 3.76 0.25 0.20 4.880.65 2.00 1.95 0.25 0.20 2.540.65 2.00 4.42 0.25 0.20 5.740.65 1.00 4.91 0.25 0.20 3.190.65 2.00 3.81 0.25 0.20 4.950.65 4.00 5.47 0.25 0.20 14.22

VIGA 102 (25X50) 0.85 1.00 5.47 0.25 0.30 4.650.85 2.00 4.91 0.25 0.30 8.34

VIGA 103 (25X50) 0.85 2.00 1.84 0.25 0.30 3.130.85 2.00 6.15 0.25 0.30 10.46

BLOQUE FVIGA 100 (25X40) 0.65 5.00 5.76 0.25 0.20 18.72

0.65 4.00 5.20 0.25 0.20 13.520.65 2.00 4.56 0.25 0.20 5.930.65 2.00 4.20 0.25 0.20 5.460.65 2.00 4.46 0.25 0.20 5.800.65 2.00 4.90 0.25 0.20 6.370.65 2.00 5.32 0.25 0.20 6.920.65 2.00 4.80 0.25 0.20 6.240.65 2.00 5.28 0.25 0.20 6.860.65 1.00 1.50 0.25 0.20 0.98

VIGA 200 (35X70) 1.25 3.00 4.75 0.25 0.50 17.811.25 3.00 6.00 0.25 0.50 22.501.25 3.00 7.14 0.25 0.50 26.781.25 8.00 2.55 0.25 0.50 25.50

BLOQUE GVIGA 100 (30X60) 1.05 1.00 4.31 0.25 0.40 4.53

1.05 1.00 4.91 0.25 0.40 5.161.15 1.00 2.20 0.35 0.40 2.531.15 1.00 2.55 0.35 0.40 2.931.05 1.00 4.28 0.25 0.40 4.49

VIGA 200 (35X85) 1.55 2.00 9.86 0.25 0.65 30.57VIGA 101 (25X50) 1.35 3.00 3.50 0.35 0.50 14.18

0.95 3.00 3.10 0.35 0.30 8.840.85 1.00 4.40 0.25 0.30 3.740.85 2.00 4.10 0.25 0.30 6.970.85 2.00 3.00 0.25 0.30 5.100.85 2.00 4.55 0.25 0.30 7.730.85 2.00 5.09 0.25 0.30 8.650.85 2.00 5.10 0.25 0.30 8.67

PARARELAV-100 0.65 4.00 1.80 0.25 0.20 4.68

0.65 1.00 2.08 0.25 0.20 1.350.65 1.00 1.95 0.25 0.20 1.270.65 2.00 2.47 0.25 0.20 3.210.65 1.00 4.28 0.25 0.20 2.78

V-101 0.65 1.00 2.45 0.25 0.20 1.590.65 2.00 2.10 0.25 0.20 2.730.65 2.00 3.78 0.25 0.20 4.91

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0.65 2.00 3.66 0.25 0.20 4.760.65 2.00 3.66 0.25 0.20 4.760.65 2.00 3.53 0.25 0.20 4.59

2DO NIVELBLOQUE C

VIGA 100 (35X80) 1.55 3.00 8.75 0.35 0.60 40.691.55 3.00 1.90 0.35 0.60 8.83

VIGA 200 (25X50) 0.85 1.00 3.73 0.25 0.30 3.170.85 5.00 3.88 0.25 0.30 16.470.85 6.00 4.00 0.25 0.30 20.400.85 4.00 2.19 0.25 0.30 7.45

VIGA 300 (25X40) 0.65 1.00 3.62 0.25 0.20 2.350.65 2.00 3.37 0.25 0.20 4.380.65 1.00 3.87 0.25 0.20 2.520.65 12.00 3.62 0.25 0.20 28.240.65 2.00 0.99 0.25 0.20 1.290.65 1.00 5.50 0.25 0.20 3.580.65 1.00 3.89 0.25 0.20 2.530.65 1.00 3.54 0.25 0.20 2.300.65 2.00 3.64 0.25 0.20 4.730.65 1.00 3.29 0.25 0.20 2.14

VIGA 400 (25X50) 0.95 1.00 4.70 0.35 0.30 4.470.85 1.00 5.05 0.25 0.30 4.290.85 1.00 5.80 0.25 0.30 4.930.85 1.00 5.15 0.25 0.30 4.38

BLOQUE DVIGA 100 (35X90) 1.75 5.00 10.22 0.35 0.70 89.43

1.75 5.00 2.10 0.35 0.70 18.38VIGA 200 (25X50) 0.85 4.00 4.59 0.25 0.30 15.61

0.85 4.00 4.74 0.25 0.30 16.10VIGA 300 (25X40) 0.65 4.00 2.55 0.25 0.20 6.63

0.65 2.00 3.15 0.25 0.20 4.100.65 6.00 3.20 0.25 0.20 12.480.65 12.00 2.80 0.25 0.20 21.84

BLOQUE EVIGA 100 (25X50) 0.85 4.00 4.25 0.25 0.30 14.45

0.85 3.00 4.05 0.25 0.30 10.330.85 2.00 4.15 0.25 0.30 7.060.85 1.00 2.70 0.25 0.30 2.300.85 1.00 3.50 0.25 0.30 2.980.85 1.00 2.05 0.25 0.30 1.740.85 1.00 5.20 0.25 0.30 4.420.85 2.00 2.90 0.25 0.30 4.930.85 1.00 4.80 0.25 0.30 4.080.85 2.00 2.33 0.25 0.30 3.95

VIGA 101 (25X50) 0.85 1.00 4.80 0.25 0.30 4.08VIGA R (25X40) 0.65 2.00 5.35 0.25 0.20 6.96

0.65 2.00 3.76 0.25 0.20 4.880.65 2.00 1.95 0.25 0.20 2.540.65 2.00 4.42 0.25 0.20 5.740.65 1.00 4.91 0.25 0.20 3.190.65 2.00 3.81 0.25 0.20 4.950.65 4.00 5.47 0.25 0.20 14.22

VIGA 102 (25X50) 0.85 1.00 5.47 0.25 0.30 4.650.85 2.00 4.91 0.25 0.30 8.34

VIGA 103 (25X50) 0.85 2.00 1.84 0.25 0.30 3.130.85 2.00 6.15 0.25 0.30 10.46

BLOQUE FVIGA SOPORTE 0.64 2.00 5.76 area= 0.64 7.33

0.64 2.00 5.20 area= 0.64 6.610.64 2.00 4.56 area= 0.64 5.800.64 2.00 4.20 area= 0.64 5.340.64 2.00 4.46 area= 0.64 5.670.64 2.00 4.90 area= 0.64 6.230.64 2.00 5.32 area= 0.64 6.770.64 2.00 4.80 area= 0.64 6.110.64 2.00 5.28 area= 0.64 6.720.64 1.00 1.50 area= 0.64 0.95

VIGA 200 (35X50) 0.85 3.00 4.75 0.25 0.30 12.110.85 3.00 6.00 0.25 0.30 15.300.85 3.00 7.14 0.25 0.30 18.210.85 8.00 2.55 0.25 0.30 17.34

BLOQUE GVIGA 100 (30X60) 1.05 1.00 4.31 0.25 0.40 4.53

1.05 1.00 4.91 0.25 0.40 5.161.15 1.00 2.20 0.35 0.40 2.531.15 1.00 2.55 0.35 0.40 2.931.05 1.00 4.28 0.25 0.40 4.49

VIGA 200 (35X85) 1.55 2.00 9.86 0.25 0.65 30.57VIGA 101 (25X50) 0.95 3.00 3.50 0.35 0.30 9.98

0.95 3.00 3.10 0.35 0.30 8.840.85 1.00 4.40 0.25 0.30 3.740.85 2.00 4.10 0.25 0.30 6.970.85 2.00 3.00 0.25 0.30 5.100.85 2.00 4.55 0.25 0.30 7.73

VIGA 300 (30X70) 1.30 2.00 5.09 0.30 0.50 13.231.30 2.00 5.10 0.30 0.50 13.26

VIGA 300 (30X100) 1.90 4.00 10.86 0.30 0.80 82.54VIGA B (15X20) 0.15 1.00 11.96 0.15 0.00 1.79

0.85 2.00 0.80 0.25 0.30 1.36PARARELAV-100 0.65 4.00 1.80 0.25 0.20 4.68

0.65 1.00 2.08 0.25 0.20 1.350.65 1.00 1.95 0.25 0.20 1.270.65 2.00 2.47 0.25 0.20 3.210.65 1.00 4.28 0.25 0.20 2.78

V-101 0.65 1.00 2.45 0.25 0.20 1.590.65 2.00 2.10 0.25 0.20 2.730.65 2.00 3.78 0.25 0.20 4.910.65 2.00 3.66 0.25 0.20 4.76

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1.05 2.00 3.66 0.25 0.40 7.691.05 2.00 3.53 0.25 0.40 7.41

3ER NIVELBLOQUE C

VIGA 100 (35X80) 1.55 3.00 8.75 0.35 0.60 40.691.55 3.00 1.90 0.35 0.60 8.83

VIGA 200 (25X50) 0.85 1.00 3.73 0.25 0.30 3.170.85 5.00 3.88 0.25 0.30 16.470.85 6.00 4.00 0.25 0.30 20.400.85 4.00 2.19 0.25 0.30 7.45

VIGA 300 (25X40) 0.65 1.00 3.62 0.25 0.20 2.350.65 2.00 3.37 0.25 0.20 4.380.65 1.00 3.87 0.25 0.20 2.520.65 12.00 3.62 0.25 0.20 28.240.65 2.00 0.99 0.25 0.20 1.290.65 1.00 5.50 0.25 0.20 3.580.65 1.00 3.89 0.25 0.20 2.530.65 1.00 3.54 0.25 0.20 2.300.65 2.00 3.64 0.25 0.20 4.730.65 1.00 3.29 0.25 0.20 2.14

VIGA 400 (25X50) 0.95 1.00 4.70 0.35 0.30 4.470.85 1.00 5.05 0.25 0.30 4.290.85 1.00 5.80 0.25 0.30 4.930.85 1.00 5.15 0.25 0.30 4.38

BLOQUE DVIGA 100 (35X90) 1.75 5.00 10.22 0.35 0.70 89.43

1.75 5.00 2.10 0.35 0.70 18.38VIGA 200 (25X50) 0.85 4.00 4.59 0.25 0.30 15.61

0.85 4.00 4.74 0.25 0.30 16.10VIGA 300 (25X40) 0.65 4.00 2.55 0.25 0.20 6.63

0.65 2.00 3.15 0.25 0.20 4.100.65 6.00 3.20 0.25 0.20 12.480.65 12.00 2.80 0.25 0.20 21.84

BLOQUE GVIGA 100 (30X60) 1.05 1.00 4.31 0.25 0.40 4.53

1.05 1.00 4.91 0.25 0.40 5.161.15 1.00 2.20 0.35 0.40 2.531.15 1.00 2.55 0.35 0.40 2.931.05 1.00 4.28 0.25 0.40 4.49

VIGA 200 (35X85) 1.55 2.00 9.86 0.25 0.65 30.57VIGA 101 (25X50) 0.95 2.00 3.50 0.35 0.30 6.65

0.95 2.00 3.10 0.35 0.30 5.890.85 1.00 4.40 0.25 0.30 3.740.85 1.00 4.10 0.25 0.30 3.48

VIGA B (15X20) 0.15 1.00 11.46 0.15 0.00 1.720.15 1.00 14.20 0.15 0.00 2.130.85 6.00 0.80 0.25 0.30 4.08

PARARELAV-100 0.65 4.00 1.80 0.25 0.20 4.68

0.65 1.00 2.08 0.25 0.20 1.350.65 1.00 1.95 0.25 0.20 1.270.65 2.00 2.47 0.25 0.20 3.210.65 1.00 4.28 0.25 0.20 2.78

V-101 0.65 1.00 2.45 0.25 0.20 1.590.65 2.00 2.10 0.25 0.20 2.730.65 2.00 3.78 0.25 0.20 4.910.65 2.00 3.66 0.25 0.20 4.761.05 2.00 3.66 0.25 0.40 7.691.05 2.00 3.53 0.25 0.40 7.41

5.08 LOSA ALIGERADO5.08.01 CONCRETO F'C=210 KG/CM2 m3 381.17

1ER PISOBLOQUE A 1.00 8.65 19.15 0.05 8.28

21.00 3.84 0.10 0.15 1.2121.00 4.11 0.10 0.15 1.2921.00 2.30 0.10 0.15 0.7221.00 3.69 0.10 0.15 1.1621.00 3.42 0.10 0.15 1.08

BLOQUE B 1.00 8.65 15.88 0.05 6.8721.00 5.69 0.10 0.15 1.7921.00 4.92 0.10 0.15 1.5521.00 4.32 0.10 0.15 1.361.00 9.00 7.61 0.05 3.4218.00 4.98 0.10 0.15 1.3418.00 3.12 0.10 0.15 0.84

BLOQUE C 1.00 35.16 11.74 0.05 20.6429.00 4.04 0.10 0.15 1.7629.00 4.14 0.10 0.15 1.8029.00 4.07 0.10 0.15 1.7729.00 4.07 0.10 0.15 1.7729.00 4.07 0.10 0.15 1.7729.00 4.07 0.10 0.15 1.7729.00 4.07 0.10 0.15 1.7729.00 4.07 0.10 0.15 1.77

BLOQUE D 1.00 28.63 13.47 0.05 19.2826.00 3.25 0.10 0.15 1.2726.00 3.20 0.10 0.15 1.2526.00 3.20 0.10 0.15 1.2526.00 3.20 0.10 0.15 1.2526.00 3.20 0.10 0.15 1.2526.00 3.20 0.10 0.15 1.2526.00 3.20 0.10 0.15 1.2526.00 3.25 0.10 0.15 1.277.00 3.25 0.10 0.15 0.347.00 3.20 0.10 0.15 0.347.00 3.20 0.10 0.15 0.347.00 3.20 0.10 0.15 0.347.00 3.20 0.10 0.15 0.347.00 3.20 0.10 0.15 0.34

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7.00 3.20 0.10 0.15 0.347.00 3.25 0.10 0.15 0.34

BLOQUE E 1.00 29.55 11.12 0.05 16.4327.00 5.35 0.10 0.15 2.1712.00 5.47 0.10 0.15 0.9834.00 5.47 0.10 0.15 2.7912.00 4.91 0.10 0.15 0.8834.00 4.91 0.10 0.15 2.5011.00 4.42 0.10 0.15 0.7311.00 1.95 0.10 0.15 0.3211.00 3.78 0.10 0.15 0.62

BLOQUE F 1.00 20.27 12.11 0.05 12.2714.00 5.81 0.10 0.15 1.2214.00 5.22 0.10 0.15 1.1016.00 5.81 0.10 0.15 1.3915.00 5.22 0.10 0.15 1.1719.00 5.81 0.10 0.15 1.6619.00 5.22 0.10 0.15 1.49

BLOQUE G 1.00 13.40 10.96 0.05 7.3426.00 3.83 0.10 0.15 1.4926.00 3.65 0.10 0.15 1.4226.00 4.72 0.10 0.15 1.84

PASARELA 1.00 5.08 2.95 0.05 0.751.00 2.87 2.60 0.05 0.371.00 15.62 2.60 0.05 2.0312.00 2.45 0.10 0.15 0.447.00 2.10 0.10 0.15 0.226.00 3.78 0.10 0.15 0.346.00 3.66 0.10 0.15 0.336.00 3.66 0.10 0.15 0.336.00 3.53 0.10 0.15 0.32

2DO PISOBLOQUE C 1.00 35.16 11.74 0.05 20.64

29.00 4.04 0.10 0.15 1.7629.00 4.14 0.10 0.15 1.8029.00 4.07 0.10 0.15 1.7729.00 4.07 0.10 0.15 1.7729.00 4.07 0.10 0.15 1.7729.00 4.07 0.10 0.15 1.7729.00 4.07 0.10 0.15 1.7729.00 4.07 0.10 0.15 1.77

BLOQUE D 1.00 28.63 13.47 0.05 19.2826.00 3.25 0.10 0.15 1.2726.00 3.20 0.10 0.15 1.2526.00 3.20 0.10 0.15 1.2526.00 3.20 0.10 0.15 1.2526.00 3.20 0.10 0.15 1.2526.00 3.20 0.10 0.15 1.2526.00 3.20 0.10 0.15 1.2526.00 3.25 0.10 0.15 1.277.00 3.25 0.10 0.15 0.347.00 3.20 0.10 0.15 0.347.00 3.20 0.10 0.15 0.347.00 3.20 0.10 0.15 0.347.00 3.20 0.10 0.15 0.347.00 3.20 0.10 0.15 0.347.00 3.20 0.10 0.15 0.347.00 3.25 0.10 0.15 0.34

BLOQUE E 1.00 29.55 11.12 0.05 16.4327.00 5.35 0.10 0.15 2.1712.00 5.47 0.10 0.15 0.9834.00 5.47 0.10 0.15 2.7912.00 4.91 0.10 0.15 0.8834.00 4.91 0.10 0.15 2.5011.00 4.42 0.10 0.15 0.7311.00 1.95 0.10 0.15 0.3211.00 3.78 0.10 0.15 0.62

BLOQUE G 1.00 13.40 10.96 0.05 7.3426.00 3.83 0.10 0.15 1.4926.00 3.65 0.10 0.15 1.4226.00 4.72 0.10 0.15 1.841.00 23.26 11.96 0.05 13.9129.00 3.83 0.10 0.15 1.6729.00 3.65 0.10 0.15 1.5929.00 4.72 0.10 0.15 2.0529.00 3.56 0.10 0.15 1.5529.00 4.85 0.10 0.15 2.11

PASARELA 1.00 5.08 2.95 0.05 0.751.00 2.87 2.60 0.05 0.371.00 15.62 2.60 0.05 2.0312.00 2.45 0.10 0.15 0.447.00 2.10 0.10 0.15 0.226.00 3.78 0.10 0.15 0.346.00 3.66 0.10 0.15 0.336.00 3.66 0.10 0.15 0.336.00 3.53 0.10 0.15 0.32

3ER PISOBLOQUE C 1.00 35.16 11.74 0.05 20.64

29.00 4.04 0.10 0.15 1.7629.00 4.14 0.10 0.15 1.8029.00 4.07 0.10 0.15 1.7729.00 4.07 0.10 0.15 1.7729.00 4.07 0.10 0.15 1.7729.00 4.07 0.10 0.15 1.7729.00 4.07 0.10 0.15 1.7729.00 4.07 0.10 0.15 1.77

BLOQUE D 1.00 28.63 13.47 0.05 19.2826.00 3.25 0.10 0.15 1.2726.00 3.20 0.10 0.15 1.2526.00 3.20 0.10 0.15 1.25

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26.00 3.20 0.10 0.15 1.2526.00 3.20 0.10 0.15 1.2526.00 3.20 0.10 0.15 1.2526.00 3.20 0.10 0.15 1.2526.00 3.25 0.10 0.15 1.277.00 3.25 0.10 0.15 0.347.00 3.20 0.10 0.15 0.347.00 3.20 0.10 0.15 0.347.00 3.20 0.10 0.15 0.347.00 3.20 0.10 0.15 0.347.00 3.20 0.10 0.15 0.347.00 3.20 0.10 0.15 0.347.00 3.25 0.10 0.15 0.34

BLOQUE G 1.00 13.40 10.96 0.05 7.3426.00 3.83 0.10 0.15 1.4926.00 3.65 0.10 0.15 1.4226.00 4.72 0.10 0.15 1.84

PASARELA 1.00 5.08 2.95 0.05 0.751.00 2.87 2.60 0.05 0.3712.00 2.45 0.10 0.15 0.447.00 2.10 0.10 0.15 0.226.00 3.78 0.10 0.15 0.346.00 3.66 0.10 0.15 0.336.00 3.66 0.10 0.15 0.336.00 3.53 0.10 0.15 0.321.00 15.62 2.60 0.05 2.03

5.08.02 ENCOFRADO Y DESENCOFRADO DE LOSA ALIG. m2 4577.39PRIMER PISOBLOQUE A 1.00 8.65 19.15 165.65BLOQUE B 1.00 8.65 15.88 137.36

1.00 9.00 7.61 68.47BLOQUE C 1.00 35.16 11.74 412.78BLOQUE D 1.00 28.63 13.47 385.65BLOQUE E 1.00 29.55 11.12 328.60BLOQUE F 1.00 20.27 12.11 245.47BLOQUE G 1.00 13.40 10.96 146.86PASARELA 1.00 5.08 2.95 14.99

1.00 2.87 2.60 7.461.00 15.62 2.60 40.61

2DO PISOBLOQUE C 1.00 35.16 11.74 412.78BLOQUE D 1.00 28.63 13.47 385.65BLOQUE E 1.00 29.55 11.12 328.60BLOQUE G 1.00 13.40 10.96 146.86

1.00 23.26 11.96 278.19PASARELA 1.00 5.08 2.95 14.99

1.00 2.87 2.60 7.461.00 15.62 2.60 40.61

3ER PISOBLOQUE C 1.00 35.16 11.74 412.78BLOQUE D 1.00 28.63 13.47 385.65BLOQUE G 1.00 13.40 10.96 146.86PASARELA 1.00 5.08 2.95 14.99

1.00 2.87 2.60 7.461.00 15.62 2.60 40.61

5.08.03 ACERO DE LOSA ALIGERADA Kg 27367.10PRIMER PISO

BLOQUE AAs Positivo 20 1/2'' 1 9.00 178.20As Positivo 20 1/2'' 1 9.00 178.20As Positivo 20 1/2'' 1 2.25 44.55

As Negativo Baston Extremo 20 3/8" 1 1.05 11.76As Negativo Baston Medio 20 3/8" 1 2.70 30.24

As Positivo 20 1/2'' 1 5.45 107.9120 1/2'' 1 2.90 57.42

As Negativo Baston Extremo 20 3/8" 1 1.15 12.88

BLOQUE B Losa A-1| As Positivo 20 1/2'' 1 9.00 178.20| As Positivo 20 1/2'' 1 7.00 138.60| As Positivo 20 3/8" 1 3.35 37.52| As Positivo 20 3/8" 1 3.90 43.68| As Positivo 20 3/8" 1 4.65 52.08

As Negativo Baston Extremo 20 3/8" 1 1.85 20.72As Negativo Baston Medio 20 3/8" 1 2.85 31.92As Negativo Baston Medio 20 3/8" 1 3.00 33.60As Negativo Baston Medio 20 1/2'' 1 3.75 74.25As Negativo Baston Medio 20 1/2'' 1 3.85 76.23

As Negativo Baston Extremo 20 1/2'' 1 2.80 55.44BLOQUE B Losa A-2

As Positivo 18 1/2'' 1 9.00 160.38As Positivo 18 3/8" 1 4.00 71.28

As Negativo Baston Extremo 18 3/8" 1 1.00 10.08As Negativo Baston Medio 18 1/2'' 1 3.05 54.35As Negativo Baston Medio 18 3/8" 1 2.30 23.18

As Negativo Baston Extremo 18 1/2'' 1 1.40 24.95

BLOQUE CAs Positivo 29 1/2'' 4 6.02 691.34As Positivo 29 1/2'' 1 4.50 129.20

As Negativo Baston Extremo 29 3/8" 2 1.30 42.22As Negativo Baston Medio 29 3/8" 7 2.95 335.36

BLOQUE DAs Positivo 32 1/2'' 3 9.00 855.36As Positivo 32 1/2'' 1 4.50 142.56

Page 45: Sustento de Metrados - Estructura Final

As Negativo Baston Extremo 32 3/8" 2 1.15 41.22As Negativo Baston Medio 32 1/2'' 7 2.25 282.24

BLOQUE EAs Positivo 11 1/2'' 1 9.00 98.01As Positivo 11 1/2'' 1 4.50 49.01

As Negativo Baston Extremo 11 3/8" 1 1.25 7.70As Negativo Baston Medio 11 1/2'' 1 5.20 56.63

As Negativo Baston Extremo 11 3/8" 1 1.20 7.39As Positivo 45 1/2'' 1 9.00 400.95As Positivo 45 1/2'' 1 4.50 200.48As Positivo 45 3/8" 1 4.50 113.40As Positivo 45 3/8" 1 3.90 98.28

As Negativo Baston Extremo 45 3/8" 2 1.60 80.64As Negativo Baston Medio 45 1/2'' 1 4.00 178.20As Negativo Baston Medio 45 3/8" 1 3.00 75.60

As Positivo 27 3/8" 1 6.00 90.72As Positivo 27 3/8" 1 4.50 68.04

As Negativo Baston Extremo 27 3/8" 1 1.70 25.70As Negativo Baston Medio 27 1/2'' 1 2.25 60.14

BLOQUE FAs Positivo 48 1/2'' 3 9.00 1,283.04As Positivo 48 1/2'' 1 3.00 142.56

| As Positivo 48 3/8" 1 4.20 112.90As Positivo 48 3/8" 1 4.80 129.02

As Negativo Baston Extremo 48 3/8" 2 1.80 96.77As Negativo Baston Medio 48 1/2'' 1 4.00 107.52As Negativo Baston Medio 48 3/8" 1 3.10 83.33

BLOQUE GAs Positivo 26 1/2'' 3 9.00 694.98As Positivo 26 1/2'' 1 6.00 154.44

As Negativo Baston Extremo 26 3/8" 2 1.35 39.31As Negativo Baston Medio 26 1/2'' 1 7.25 105.56As Negativo Baston Medio 26 3/8" 1 6.60 96.10

SEGUNDO PISOBLOQUE C

As Positivo 29 1/2'' 4 6.02 691.34As Positivo 29 1/2'' 1 4.50 129.20

As Negativo Baston Extremo 29 3/8" 2 1.30 42.22As Negativo Baston Medio 29 3/8" 7 2.95 335.36

BLOQUE DAs Positivo 32 1/2'' 3 9.00 855.36As Positivo 32 1/2'' 1 4.50 142.56

As Negativo Baston Extremo 32 3/8" 2 1.15 41.22As Negativo Baston Medio 32 1/2'' 7 2.25 282.24

BLOQUE EAs Positivo 11 1/2'' 1 9.00 98.01As Positivo 11 1/2'' 1 4.50 49.01

As Negativo Baston Extremo 11 3/8" 1 1.25 7.70As Negativo Baston Medio 11 1/2'' 1 5.20 56.63

As Negativo Baston Extremo 11 3/8" 1 1.20 7.39As Positivo 45 1/2'' 1 9.00 400.95As Positivo 45 1/2'' 1 4.50 200.48As Positivo 45 3/8" 1 4.50 113.40As Positivo 45 3/8" 1 3.90 98.28

As Negativo Baston Extremo 45 3/8" 2 1.60 80.64As Negativo Baston Medio 45 1/2'' 1 4.00 178.20As Negativo Baston Medio 45 3/8" 1 3.00 75.60

As Positivo 27 3/8" 1 6.00 90.72As Positivo 27 3/8" 1 4.50 68.04

As Negativo Baston Extremo 27 3/8" 1 1.70 25.70As Negativo Baston Medio 27 1/2'' 1 2.25 60.14

BLOQUE GAs Positivo 26 1/2'' 2 9.00 463.32As Positivo 26 1/2'' 1 6.00 154.44

As Negativo Baston Extremo 26 3/8" 2 1.35 39.31As Negativo Baston Medio 26 1/2'' 1 7.25 105.56As Negativo Baston Medio 26 3/8" 1 6.60 96.10

As Positivo 29 1/2'' 2 9.00 516.78As Positivo 29 1/2'' 1 7.00 200.97As Positivo 29 3/8" 1 3.90 63.34As Positivo 29 3/8" 1 3.80 61.71

As Negativo Baston Extremo 29 1/2'' 1 2.35 67.47As Negativo Baston Extremo 29 3/8" 1 1.50 24.36As Negativo Baston Medio 29 1/2'' 2 7.50 243.60As Negativo Baston Medio 29 3/8" 2 6.70 217.62

TERCER PISOBLOQUE C

As Positivo 29 1/2'' 4 6.02 691.34As Positivo 29 1/2'' 1 4.50 129.20

As Negativo Baston Extremo 29 3/8" 2 1.30 42.22As Negativo Baston Medio 29 3/8" 7 2.95 335.36

BLOQUE DAs Positivo 32 1/2'' 3 9.00 855.36As Positivo 32 1/2'' 1 4.50 142.56

As Negativo Baston Extremo 32 3/8" 2 1.15 41.22As Negativo Baston Medio 32 1/2'' 7 2.25 282.24

Page 46: Sustento de Metrados - Estructura Final

BLOQUE GAs Positivo 26 1/2'' 2 9.00 463.32As Positivo 26 1/2'' 1 6.00 154.44

As Negativo Baston Extremo 26 3/8" 2 1.35 39.31As Negativo Baston Medio 26 1/2'' 1 7.25 105.56As Negativo Baston Medio 26 3/8" 1 6.60 96.10

PUENTE C-DAs Positivo 14 1/2'' 1 2.75 38.12As Positivo 5 1/2'' 2 9.00 89.10

As Negativo Baston Extremo 14 3/8" 2 1.10 17.25As Negativo Baston Medio 7 1/2'' 1 3.00 11.76As Negativo Baston Medio 5 3/8" 4 2.25 25.20

As Negativo Baston Extremo 5 3/8" 1 1.10 3.08

ACERO DE TEMPERATURA1.776 4,577.39 8,535.92

5.08.04 LADRILLOS - BLOQUES DE ALIVIANAMIENTO und 38130.00

Ladrillo Hueco de Arcilla de 30x30x15 para techo Aligerado 8.33 4,577.39 38,129.66

5.09 ESCALERAS5.09.01 CONCRETO EN ESCALERA F'C=210 KG/CM2 m3 39.62

ESCALERAS 01CIMENTACION 1.00 2.04 0.50 0.80 0.81

PELDAÑOS 36.00 3.00 0.30 0.18 2.84GARGANTA 4.00 3.20 3.00 0.18 6.72DESCANSOS 4.00 4.07 3.00 0.17 8.30

ESCALERAS 02CIMENTACION 1.00 2.04 0.50 0.80 0.81

PELDAÑOS 36.00 3.00 0.30 0.18 2.84GARGANTA 4.00 3.20 3.00 0.18 6.72DESCANSOS 4.00 4.07 3.00 0.17 8.30

ESCALERASCIMENTACION 1.00 1.20 0.50 0.80 0.48

PELDAÑOS 16.00 1.20 0.25 0.18 0.42GARGANTA 2.00 2.50 1.20 0.15 0.90DESCANSOS 1.00 2.40 1.20 0.17 0.49

5.09.02 ENCOFRADO Y DESENCOFRADO EN ESCALERA m2 242.38ESCALERAS 01 COSTADOS 8.00 3.60 0.30 8.64

4.00 1.50 0.17 1.02FONDO 4.00 3.00 3.00 36.00

4.00 4.07 3.00 48.84CONTRAPASOS 36.00 3.00 0.18 18.90

ESCALERAS 02 COSTADOS 8.00 3.60 0.30 8.644.00 1.50 0.17 1.02

FONDO 4.00 3.00 3.00 36.004.00 3.95 3.00 47.40

CONTRAPASOS 36.00 3.00 0.18 18.90ESCALERAS COSTADOS 4.00 2.16 0.30 2.59

1.00 1.00 0.15 0.15FONDO 2.00 2.16 1.50 6.48

1.00 2.40 1.50 3.60CONTRAPASOS 16.00 1.50 0.18 4.20

5.09.03 ACERO EN ESCALERA FY=4200 KG/CM2 kg 631.82

ESCALERA 1 Y 2 13.00 2.04 2.00 52.5113.00 6.27 2.00 161.3913.00 2.61 2.00 67.1813.00 2.16 2.00 55.6040.00 1.74 2.00 77.95

ESCALERA 9.00 4.04 2.00 71.999.00 2.35 2.00 41.889.00 1.79 2.00 31.909.00 1.50 2.00 26.7335.00 1.14 2.00 44.69

5.10.0 TANQUE CISTERNA5.10.01 CONCRETO F'C=210 KG/CM2 17.33

LOSA 3.00 2.00 2.00 2.50 0.15 4.503.00 2.00 2.00 2.50 0.15 4.503.00 2.00 2.50 2.50 0.15 5.633.00 6.00 1.00 1.00 0.15 2.70

5.10.02 ENCOFRADO Y DESENCOFRADO m2 164.63

3.00 1.00 2.00 2.50 15.003.00 4.00 2.00 2.50 60.003.00 4.00 2.00 2.50 60.003.00 8.00 1.00 1.00 24.003.00 2.00 2.50 0.15 2.253.00 3.00 2.50 0.15 3.38

5.10.03 ACERO DE REFUERZO FY=4200 KG/CM2 kg 1085.28Peso

LOSA 3/8 3.00 2.00 20.00 2.90 0.56 194.883.00 2.00 17.00 3.40 0.56 194.213.00 2.00 20.00 2.90 0.56 194.883.00 2.00 13.00 3.40 0.56 148.513.00 2.00 17.00 2.90 0.56 165.653.00 2.00 13.00 2.90 0.56 126.673.00 4.00 10.00 0.90 0.56 60.48

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5.11 COLUMNETAS5.11.01 CONCRETO F'C=210 KG/CM2 90.22

1ER PISOBLOQUE A C-A 22.00 0.25 0.25 5.00 6.88BLOQUE B C-A 27.00 0.25 0.25 5.00 8.44BLOQUE C C-A 18.00 0.25 0.25 3.00 3.38

16.00 0.25 0.25 2.90 2.90C-B 5.00 0.25 0.15 2.90 0.54

10.00 0.25 0.15 3.00 1.13BLOQUE D C-A 16.00 0.25 0.25 2.90 2.90

C-B 25.00 0.25 0.15 3.00 2.81BLOQUE F C-A 45.00 0.25 0.25 3.00 8.44BLOQUE G C-A 37.00 0.25 0.25 3.00 6.942DO PISOBLOQUE C C-A 18.00 0.25 0.25 3.00 3.38

16.00 0.25 0.25 2.90 2.90C-B 5.00 0.25 0.15 2.90 0.54

10.00 0.25 0.15 3.00 1.13BLOQUE D C-A 16.00 0.25 0.25 2.90 2.90

C-B 25.00 0.25 0.15 3.00 2.81BLOQUE F C-A 45.00 0.25 0.25 3.00 8.44BLOQUE G C-A 37.00 0.25 0.25 3.00 6.942DO PISOBLOQUE C C-A 18.00 0.25 0.25 3.00 3.38

16.00 0.25 0.25 2.90 2.90C-B 5.00 0.25 0.15 2.90 0.54

10.00 0.25 0.15 3.00 1.13BLOQUE D C-A 16.00 0.25 0.25 2.90 2.90

C-B 25.00 0.25 0.15 3.00 2.81BLOQUE G C-A 17.00 0.25 0.25 3.00 3.19

5.11.02 ENCOFRADO Y DESENCOFRADO m2 1118.481ER PISO PERIMETROBLOQUE A C-A 0.8 22.00 0.25 0.25 5.00 82.50BLOQUE B C-A 0.8 27.00 0.25 0.25 5.00 101.25BLOQUE C C-A 0.8 18.00 0.25 0.25 3.00 40.50

0.8 16.00 0.25 0.25 2.90 34.80C-B 0.6 5.00 0.25 0.15 2.90 7.98

0.6 10.00 0.25 0.15 3.00 16.50BLOQUE D C-A 0.8 16.00 0.25 0.25 2.90 34.80

C-B 0.6 25.00 0.25 0.15 3.00 41.25BLOQUE F C-A 0.8 45.00 0.25 0.25 3.00 101.25BLOQUE G C-A 0.8 37.00 0.25 0.25 3.00 83.252DO PISOBLOQUE C C-A 0.8 18.00 0.25 0.25 3.00 40.50

0.8 16.00 0.25 0.25 2.90 34.80C-B 0.6 5.00 0.25 0.15 2.90 7.98

0.6 10.00 0.25 0.15 3.00 16.50BLOQUE D C-A 0.8 16.00 0.25 0.25 2.90 34.80

C-B 0.6 25.00 0.25 0.15 3.00 41.25BLOQUE F C-A 0.8 45.00 0.25 0.25 3.00 101.25BLOQUE G C-A 0.8 37.00 0.25 0.25 3.00 83.252DO PISOBLOQUE C C-A 0.8 18.00 0.25 0.25 3.00 40.50

0.8 16.00 0.25 0.25 2.90 34.80C-B 0.6 5.00 0.25 0.15 2.90 7.98

0.6 10.00 0.25 0.15 3.00 16.50BLOQUE D C-A 0.8 16.00 0.25 0.25 2.90 34.80

C-B 0.6 25.00 0.25 0.15 3.00 41.25BLOQUE G C-A 0.8 17.00 0.25 0.25 3.00 38.25

5.11.03 ACERO DE REFUERZO FY=4200 KG/CM2 kg 6101.98peso

1ER PISOBLOQUE A C-A longitudinal 22.00 3/8 4.00 5.00 0.56 246.40

estribo 22.00 1/4 25.00 0.70 0.25 96.25BLOQUE B C-A longitudinal 27.00 3/8 4.00 5.00 0.56 302.40

estribo 27.00 1/4 25.00 0.70 0.25 118.12BLOQUE C C-A longitudinal 18.00 3/8 4.00 2.90 0.56 116.93

estribo 18.00 1/4 14.00 0.70 0.25 44.10C-A longitudinal 16.00 3/8 4.00 3.00 0.56 107.52

estribo 16.00 1/4 15.00 0.70 0.25 42.00C-B longitudinal 5.00 3/8 4.00 2.90 0.56 32.48

estribo 5.00 1/4 14.00 0.50 0.25 8.75C-B longitudinal 10.00 3/8 4.00 3.00 0.56 67.20

estribo 10.00 1/4 15.00 0.50 0.25 18.75BLOQUE D C-A longitudinal 16.00 3/8 4.00 2.90 0.56 103.94

estribo 16.00 1/4 14.00 0.70 0.25 39.20C-A longitudinal 25.00 3/8 4.00 3.00 0.56 168.00

estribo 25.00 1/4 15.00 0.70 0.25 65.63BLOQUE F C-A longitudinal 45.00 3/8 4.00 3.00 0.56 302.40

estribo 45.00 1/4 15.00 0.70 0.25 118.12BLOQUE G C-A longitudinal 37.00 3/8 4.00 3.00 0.56 248.64

estribo 37.00 1/4 15.00 0.70 0.25 97.132DO PISOBLOQUE C C-A longitudinal 18.00 3/8 4.00 2.90 0.56 116.93

estribo 18.00 1/4 14.00 0.70 0.25 44.10C-A longitudinal 16.00 3/8 4.00 3.00 0.56 107.52

estribo 16.00 1/4 15.00 0.70 0.25 42.00C-B longitudinal 5.00 3/8 4.00 2.90 0.56 32.48

estribo 5.00 1/4 14.00 0.50 0.25 8.75C-B longitudinal 10.00 3/8 4.00 3.00 0.56 67.20

estribo 10.00 1/4 15.00 0.50 0.25 18.75BLOQUE D C-A longitudinal 16.00 3/8 4.00 2.90 0.56 103.94

estribo 16.00 1/4 14.00 0.70 0.25 39.20C-A longitudinal 25.00 3/8 4.00 3.00 0.56 168.00

estribo 25.00 1/4 15.00 0.70 0.25 65.63BLOQUE F C-A longitudinal 45.00 3/8 4.00 3.00 0.56 302.40

estribo 45.00 1/4 15.00 0.70 0.25 118.12BLOQUE G C-A longitudinal 37.00 3/8 4.00 3.00 0.56 248.64

Page 48: Sustento de Metrados - Estructura Final

estribo 37.00 1/4 15.00 0.70 0.25 97.132DO PISOBLOQUE C C-A longitudinal 18.00 3/8 4.00 2.90 0.56 116.93

estribo 18.00 1/4 14.00 0.70 0.25 44.10C-A longitudinal 16.00 3/8 4.00 3.00 0.56 107.52

estribo 16.00 1/4 15.00 0.70 0.25 42.00C-B longitudinal 5.00 3/8 4.00 2.90 0.56 32.48

estribo 5.00 1/4 14.00 0.50 0.25 8.75C-B longitudinal 10.00 3/8 4.00 3.00 0.56 67.20

estribo 10.00 1/4 15.00 0.50 0.25 18.75BLOQUE D C-A longitudinal 16.00 3/8 4.00 2.90 0.56 103.94

estribo 16.00 1/4 14.00 0.70 0.25 39.20C-A longitudinal 25.00 3/8 4.00 3.00 0.56 168.00

estribo 25.00 1/4 15.00 0.70 0.25 65.63BLOQUE G C-A longitudinal 37.00 3/8 4.00 3.00 0.56 248.64

estribo 37.00 1/4 15.00 0.70 0.25 97.13

Page 49: Sustento de Metrados - Estructura Final

5.02.02 ACERO DE REFUERZO fy=4200 kg/cm2 8028.94 KG

DETALLE Ø LONG.1/4" 3/8" 1/2" 5/8" 3/4" 1"

0.25 0.58 0.99 1.55 2.24 3.97

BLOQUE "A" R= 0.075

Z-01 0.20

1/2" 4.00 11.00 2.05 --- --- 90.20 --- --- ---

2.20 X 2.20

@

1/2" 4.00 11.00 2.05 --- --- 90.20 --- --- ---

2.05

2.05 @ 0.20

Z-02 0.20

1/2" 2.00 24.00 4.65 --- --- 112.80 --- --- ---

2.50 X 4.80

@

1/2" 2.00 13.00 2.35 --- --- 120.90 --- --- ---

4.65

2.35 @ 0.20

ZAPATA CORRIDA 0.20

1/2" 2.00 49.00 9.70 --- --- 105.00 --- --- ---

1.20 X 9.85

@

1/2" 2.00 6.00 1.05 --- --- 116.40 --- --- ---

9.70

1.05 @ 0.20

BLOQUE "B" R= 0.075

Z-01 0.20

1/2" 4.00 13.00 2.35 --- --- 122.20 --- --- ---

2.50 X 2.50

@

1/2" 4.00 13.00 2.35 --- --- 122.20 --- --- ---

2.35

2.35 @ 0.20

Z-02 0.20

1/2" 3.00 8.00 1.35 --- --- 32.40 --- --- ---

1.50 X 1.50

@

1/2" 3.00 8.00 1.35 --- --- 32.40 --- --- ---

1.35

1.35 @ 0.20

Z-03 0.20

1/2" 3.00 12.00 2.25 --- --- 81.00 --- --- ---

2.40 X 2.40

@

1/2" 3.00 12.00 2.25 --- --- 81.00 --- --- ---

2.25

2.25 @ 0.20

Z-04 0.20

1/2" 3.00 8.00 1.45 --- --- 34.80 --- --- ---

1.60 X 1.60

@

1/2" 3.00 8.00 1.45 --- --- 34.80 --- --- ---

1.45

1.45 @ 0.20

Z-05 0.20

1/2" 2.00 8.00 1.35 --- --- 36.80 --- --- ---

2.45 X 1.50

@

1/2" 2.00 13.00 2.30 --- --- 35.10 --- --- ---

1.35

2.30 @ 0.20

BLOQUE "C" R= 0.075

Z-01 0.20

1/2" 18.00 13.00 2.35 --- --- 549.90 --- --- ---

2.50 X 2.50

@

1/2" 18.00 13.00 2.35 --- --- 549.90 --- --- ---

2.35

2.35 @ 0.20

Z-02 0.20

1/2" 4.00 24.00 4.55 --- --- 225.60 --- --- ---

2.50 X 4.70

@

1/2" 4.00 13.00 2.35 --- --- 236.60 --- --- ---

4.55

2.35 @ 0.20

Z-02 0.20

1/2" 2.00 24.00 4.55 --- --- 112.80 --- --- ---

2.50 X 4.70

@

1/2" 2.00 13.00 2.35 --- --- 118.30 --- --- ---

4.55

2.35 @ 0.20

Z-02 0.20

1/2" 2.00 9.00 1.50 --- --- 22.14 --- --- ---

1.38 X 1.65

@

1/2" 2.00 7.00 1.23 --- --- 21.00 --- --- ---

1.50

1.23 @ 0.20

Z-03 0.20

1/2" 2.00 15.00 2.85 --- --- 40.50 --- --- ---

1.50 X 3.00

@

1/2" 2.00 8.00 1.35 --- --- 45.60 --- --- ---

2.85

N° ELEMEN. IGUALES

N° DE PIEZAS POR ELEMENTO

Page 50: Sustento de Metrados - Estructura Final

1.35 @ 0.20

2.85

BLOQUE "D" R= 0.075

Z-01 0.20

1/2" 13.00 13.00 2.35 --- --- 397.15 --- --- ---

2.50 X 2.50

@

1/2" 13.00 13.00 2.35 --- --- 397.15 --- --- ---

2.35

2.35 @ 0.20

Page 51: Sustento de Metrados - Estructura Final

Z-02 0.20

1/2" 9.00 24.00 4.55 --- --- 507.60 --- --- ---

2.50 X 4.70

@

1/2" 9.00 13.00 2.35 --- --- 532.35 --- --- ---

4.55

2.35 @ 0.20

Z-03 0.20

1/2" 2.00 15.00 2.85 --- --- 40.50 --- --- ---

1.50 X 3.00

@

1/2" 2.00 8.00 1.35 --- --- 45.60 --- --- ---

2.85

1.35 @ 0.20

BLOQUE "E" R= 0.075

Z-01 0.20

1/2" 4.00 18.00 3.35 --- --- 129.60 --- --- ---

1.95 X 3.50

@1/2" 4.00 10.00 1.80 --- --- 134.00 --- --- ---

3.35

1.80 @ 0.20

Z-02 0.20

1/2" 2.00 9.00 1.55 --- --- 27.90 --- --- ---

1.70 X 1.70

@

1/2" 2.00 9.00 1.55 --- --- 27.90 --- --- ---

1.55

1.55 @ 0.20

Z-03 0.20

1/2" 3.00 11.00 2.05 --- --- 67.65 --- --- ---

2.20 X 2.20

@

1/2" 3.00 11.00 2.05 --- --- 67.65 --- --- ---

2.05

2.05 @ 0.20

Z-04 0.20

1/2" 9.00 10.00 1.75 --- --- 157.50 --- --- ---

1.90 X 1.90

@

1/2" 9.00 10.00 1.75 --- --- 157.50 --- --- ---

1.75

1.75 @ 0.20

Z-05 0.20

1/2" 2.00 15.00 2.75 --- --- 36.00 --- --- ---

1.35 X 2.90

@

1/2" 2.00 7.00 1.20 --- --- 38.50 --- --- ---

2.75

1.20 @ 0.20

Z-06 0.20

1/2" 1.00 23.00 4.45 --- --- 47.15 --- --- ---

2.20 X 4.60

@

1/2" 1.00 11.00 2.05 --- --- 48.95 --- --- ---

4.45

2.05 @ 0.20

BLOQUE "F" R= 0.075

Z-01 0.20

1/2" 10.00 10.00 1.85 --- --- 185.00 --- --- ---

2.00 X 2.00

@

1/2" 10.00 10.00 1.85 --- --- 185.00 --- --- ---

1.85

1.85 @ 0.20

Z-02 0.20

1/2" 1.00 21.00 3.95 --- --- 38.85 --- --- ---

2.00 X 4.10

@

1/2" 1.00 10.00 1.85 --- --- 39.50 --- --- ---

3.95

1.85 @ 0.20

Z-03 0.20

1/2" 7.00 13.00 2.35 --- --- 213.85 --- --- ---

2.50 X 2.50

@

1/2" 7.00 13.00 2.35 --- --- 213.85 --- --- ---

2.35

2.35 @ 0.20

Z-04 0.20

1/2" 4.00 15.00 2.75 --- --- 165.00 --- --- ---

2.90 X 2.90

@

1/2" 4.00 15.00 2.75 --- --- 165.00 --- --- ---

2.75

2.75 @ 0.20

BLOQUE "F" R= 0.075

Z-01 24.2

0

1/2" 9.00 1.00 2.15 --- --- 19.35 --- --- ---

2.30 X 2.30

@

1/2" 9.00 1.00 2.15 --- --- 19.35 --- --- ---

2.15

2.15 @ 25.20

Z-02 0.20

1/2" 7.00 13.00 2.45 --- --- 222.95 --- --- ---

Page 52: Sustento de Metrados - Estructura Final

Z-02 0.20

1/2" 7.00 13.00 2.45 --- --- 222.95 --- --- ---

2.60 X 2.60

@

1/2" 7.00 13.00 2.45 --- --- 222.95 --- --- ---

2.45

2.45 @ 0.20

Z-03 0.20

1/2" 3.00 16.00 2.95 --- --- 141.60 --- --- ---

3.10 X 3.10

@

1/2" 3.00 16.00 2.95 --- --- 141.60 --- --- ---

2.95

2.95 @ 0.20

Page 53: Sustento de Metrados - Estructura Final

Z-04 0.20

1/2" 3.00 10.00 1.75 --- --- 52.50 --- --- ---

1.90 X 1.90

@

1/2" 3.00 10.00 1.75 --- --- 52.50 --- --- ---

1.75

1.75 @ 0.20

LONGITUD TOTAL 0.00 0.00 8110.04 0.00 0.00 0.00PESO TOTAL POR TIPO DE F° (kg) 0.00 0.00 8028.94 0.00 0.00 0.00

PESO TOTAL (kg) 8028.94

Page 54: Sustento de Metrados - Estructura Final

5.03.03 ACERO DE REFUERZO fy=4200 kg/cm2 2,499.67 Kg

TIPO DETALLE Ø LONG.1/4" 3/8" 1/2" 5/8" 3/4" 1"

PESO EN KG0.25 0.58 0.99 1.55 2.24 3.97

BLOQUE "A" R= 0.075 M

VC 1 0.35 8.83

0.35 2.00 3.00 9.52 --- --- --- 57.15 --- --- 88.58

3 Ø 5/8"ACERO NEGATIVO

0.35X0.600.

35 8.83

0.35 5/8" 2.00 3.00 9.52 --- --- --- 57.15 --- --- 88.58

3 Ø 5/8"ACERO POSITIVO

0.60

L= 7.80

0.35 3/8" 2.00 45.00 1.80 --- 162.00 --- --- --- --- 93.96

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 1 0.30 8.83

0.30 2.00 3.00 9.43 --- --- --- 56.55 --- --- 87.65

3Ø 5/8"ACERO NEGATIVO

0.30X0.50

0.30 8.83

0.30 5/8" 2.00 3.00 9.43 --- --- --- 56.55 --- --- 87.65

3Ø 5/8"ACERO POSITIVO

0.50

L= 7.80

0.30 3/8" 2.00 45.00 1.50 --- 135.00 --- --- --- --- 78.30

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 2 0.30 4.54

0.30 2.00 3.00 5.14 --- --- --- 30.84 --- --- 47.80

3Ø 5/8"ACERO NEGATIVO

0.30X0.50

0.30 4.54

0.30 5/8" 2.00 3.00 5.14 --- --- --- 30.84 --- --- 47.80

3Ø 5/8"ACERO POSITIVO

0.50

L= 3.55

0.30 3/8" 2.00 23.00 1.50 --- 69.00 --- --- --- --- 40.02

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 2 0.30 4.55

0.30 2.00 3.00 5.15 --- --- --- 30.90 --- --- 47.89

3Ø 5/8"ACERO NEGATIVO

0.30X0.50

0.30 4.55

0.30 5/8" 2.00 3.00 5.15 --- --- --- 30.90 --- --- 47.89

3Ø 5/8"ACERO POSITIVO

0.50

L= 3.51

0.30 3/8" 2.00 23.00 1.50 --- 69.00 --- --- --- --- 40.02

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 2 0.30 2.60

0.30 2.00 3.00 3.20 --- --- --- 19.20 --- --- 29.76

3Ø 5/8"ACERO NEGATIVO

0.30X0.50

0.30 2.60

0.30 5/8" 2.00 3.00 3.20 --- --- --- 19.20 --- --- 29.76

3Ø 5/8"ACERO POSITIVO

0.50

L= 1.70

0.30 3/8" 2.00 13.00 1.50 --- 39.00 --- --- --- --- 22.62

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 2 0.30 4.10

0.30 2.00 3.00 4.70 --- --- --- 28.20 --- --- 43.71

3Ø 5/8"ACERO NEGATIVO

0.30X0.50

0.30 4.10

0.30 5/8" 2.00 3.00 4.70 --- --- --- 28.20 --- --- 43.71

3Ø 5/8"ACERO POSITIVO

0.50

L= 3.15

0.30 3/8" 2.00 21.00 1.50 --- 63.00 --- --- --- --- 36.54

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 2 0.30 4.15

0.30 2.00 3.00 4.75 --- --- --- 28.50 --- --- 44.18

3Ø 5/8"ACERO NEGATIVO

0.30X0.50

0.30 4.15

0.30 5/8" 2.00 3.00 4.75 --- --- --- 28.50 --- --- 44.18

3Ø 5/8"ACERO POSITIVO

0.50

L= 3.10

0.30

N° ELEMEN. IGUALES

N° DE PIEZAS POR ELEMEN.

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

Page 55: Sustento de Metrados - Estructura Final

0.30 3/8" 2.00 21.00 1.50 --- 63.00 --- --- --- --- 36.54

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

BLOQUE "B" R= 0.075 M

VC 1 0.25 4.50

0.25 1.00 3.00 5.00 --- --- --- 15.00 --- --- 23.25

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 4.50

0.25 5/8" 1.00 3.00 5.00 --- --- --- 15.00 --- --- 23.25

3Ø 5/8"ACERO POSITIVO

0.50

L= 3.40

0.25 3/8" 1.00 23.00 1.40 --- 32.20 --- --- --- --- 18.68

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 1 0.25 4.15

0.25 1.00 3.00 4.65 --- --- --- 13.95 --- --- 21.62

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 4.15

0.25 5/8" 1.00 3.00 4.65 --- --- --- 13.95 --- --- 21.62

3Ø 5/8"ACERO POSITIVO

0.50

L= 3.20

0.25 3/8" 1.00 21.00 1.40 --- 29.40 --- --- --- --- 17.05

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 1 0.30 9.15

0.30 2.00 3.00 9.75 --- --- --- 58.50 --- --- 90.68

3Ø 5/8"ACERO NEGATIVO

0.35X0.60

0.30 9.15

0.30 5/8" 2.00 3.00 9.75 --- --- --- 58.50 --- --- 90.68

3Ø 5/8"ACERO POSITIVO

0.60

L= 8.20

0.35 3/8" 2.00 46.00 1.80 --- 165.60 --- --- --- --- 96.05

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 5.05

0.25 2.00 3.00 5.55 --- --- --- 33.30 --- --- 51.61

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 5.05

0.25 5/8" 2.00 3.00 5.55 --- --- --- 33.30 --- --- 51.61

3Ø 5/8"ACERO POSITIVO

0.50

L= 4.10

0.25 3/8" 2.00 26.00 1.40 --- 72.80 --- --- --- --- 42.22

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 3.15

0.25 2.00 3.00 3.65 --- --- --- 21.90 --- --- 33.95

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 3.15

0.25 5/8" 2.00 3.00 3.65 --- --- --- 21.90 --- --- 33.95

3Ø 5/8"ACERO POSITIVO

0.50

L= 2.15

0.25 3/8" 2.00 16.00 1.40 --- 44.80 --- --- --- --- 25.98

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 3.15

0.25 1.00 3.00 3.65 --- --- --- 10.95 --- --- 16.97

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 3.15

0.25 5/8" 1.00 3.00 3.65 --- --- --- 10.95 --- --- 16.97

3Ø 5/8"ACERO POSITIVO

0.50

L= 2.15

0.25 3/8" 1.00 16.00 1.40 --- 22.40 --- --- --- --- 12.99

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 5.00

0.25 2.00 3.00 5.50 --- --- --- 33.00 --- --- 51.15

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 5.00

0.25 5/8" 2.00 3.00 5.50 --- --- --- 33.00 --- --- 51.15

3Ø 5/8"ACERO POSITIVO

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

Page 56: Sustento de Metrados - Estructura Final

0.50

L= 4.05

0.25 3/8" 2.00 25.00 1.40 --- 70.00 --- --- --- --- 40.60

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 6.30

0.25 2.00 3.00 6.80 --- --- --- 40.80 --- --- 63.24

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 6.30

0.25 5/8" 2.00 3.00 6.80 --- --- --- 40.80 --- --- 63.24

3Ø 5/8"ACERO POSITIVO

0.50

L= 5.36

0.25 3/8" 2.00 32.00 1.40 --- 89.60 --- --- --- --- 51.97

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 6.20

0.25 2.00 3.00 6.70 --- --- --- 40.20 --- --- 62.31

3Ø 5/8"ACERO NEGATIVO .

0.25X0.50

0.25 6.20

0.25 5/8" 2.00 3.00 6.70 --- --- --- 40.20 --- --- 62.31

3Ø 5/8"ACERO POSITIVO

0.50

L= 5.36

0.25 3/8" 2.00 31.00 1.40 --- 86.80 --- --- --- --- 50.34

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 5.40

0.25 2.00 3.00 5.90 --- --- --- 35.40 --- --- 54.87

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 5.40

0.25 5/8" 2.00 3.00 5.90 --- --- --- 35.40 --- --- 54.87

3Ø 5/8"ACERO POSITIVO

0.50

L= 4.60

0.25 3/8" 2.00 27.00 1.40 --- 75.60 --- --- --- --- 43.85

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 3.10

0.25 2.00 3.00 3.60 --- --- --- 21.60 --- --- 33.48

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 3.10

0.25 5/8" 2.00 3.00 3.60 --- --- --- 21.60 --- --- 33.48

3Ø 5/8"ACERO POSITIVO

0.50

L= 2.09

0.25 3/8" 2.00 16.00 1.40 --- 44.80 --- --- --- --- 25.98

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.35 8.05

0.35 1.00 3.00 8.75 --- --- --- 26.25 --- --- 40.69

3Ø 5/8"ACERO NEGATIVO

0.35X0.60

0.35 8.05

0.35 5/8" 1.00 3.00 8.75 --- --- --- 26.25 --- --- 40.69

3Ø 5/8"ACERO POSITIVO

0.60

L= 7.00

0.35 3/8" 1.00 41.00 1.80 --- 73.80 --- --- --- --- 42.80

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

BLOQUE "C" R= 0.075 M

VC 01 0.25 5.90

0.25 1.00 3.00 6.40 --- --- --- 19.20 --- --- 29.76

3Ø 5/8"ACERO NEGATIVO

0.25X0.60

0.25 5.90

0.25 5/8" 1.00 3.00 6.40 --- --- --- 19.20 --- --- 29.76

3Ø 5/8"ACERO POSITIVO

0.60

L= 5.04

0.25 3/8" 1.00 30.00 1.90 --- 57.00 --- --- --- --- 33.06

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 1 0.25 6.00

0.25 1.00 3.00 6.50 --- --- --- 19.50 --- --- 30.23

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 6.00

0.25 5/8" 1.00 3.00 6.50 --- --- --- 19.50 --- --- 30.23

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

Page 57: Sustento de Metrados - Estructura Final

0.25

3Ø 5/8" 0.25 5/8" 1.00 3.00 6.50 --- --- --- 19.50 --- --- 30.23

ACERO POSITIVO 0.50

L= 5.15

0.25 3/8" 1.00 30.00 1.40 --- 42.00 --- --- --- --- 24.36

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 1 0.25 6.70

0.25 1.00 3.00 7.20 --- --- --- 21.60 --- --- 33.48

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 6.70

0.25 5/8" 1.00 3.00 7.20 --- --- --- 21.60 --- --- 33.48

3Ø 5/8"ACERO POSITIVO

0.50

L= 5.80

0.25 3/8" 1.00 34.00 1.40 --- 47.60 --- --- --- --- 27.61

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

V-C 01 0.25 5.70

0.25 1.00 3.00 6.20 --- --- --- 18.60 --- --- 28.83

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 5.70

0.25 5/8" 1.00 3.00 6.20 --- --- --- 18.60 --- --- 28.83

3Ø 5/8"ACERO POSITIVO

0.50

L= 4.89

0.25 3/8" 1.00 29.00 1.40 --- 40.60 --- --- --- --- 23.55

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 01 0.25 5.00

0.25 8.00 3.00 5.50 --- --- --- 132.00 --- --- 204.60

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 5.00

0.25 5/8" 8.00 3.00 5.50 --- --- --- 132.00 --- --- 204.60

3Ø 5/8"ACERO POSITIVO

0.50

L= 4.09

0.25 3/8" 8.00 25.00 1.40 --- 280.00 --- --- --- --- 162.40

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 1 0.25 9.50

0.25 3.00 3.00 10.00 --- --- --- 90.00 --- --- 139.50

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 9.50

0.25 5/8" 3.00 3.00 10.00 --- --- --- 90.00 --- --- 139.50

3Ø 5/8"ACERO POSITIVO

0.50

L= 8.65

0.25 3/8" 3.00 48.00 1.40 --- 201.60 --- --- --- --- 116.93

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 1 0.25 3.00

0.25 1.00 3.00 3.50 --- --- --- 10.50 --- --- 16.28

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 3.00

0.25 5/8" 1.00 3.00 3.50 --- --- --- 10.50 --- --- 16.28

3Ø 5/8"ACERO POSITIVO

0.50

L= 2.19

0.25 3/8" 1.00 15.00 1.40 --- 21.00 --- --- --- --- 12.18

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 4.45

0.25 3.00 3.00 4.95 --- --- --- 44.55 --- --- 69.05

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 4.45

0.25 5/8" 3.00 3.00 4.95 --- --- --- 44.55 --- --- 69.05

3Ø 5/8"ACERO POSITIVO

0.50

L= 3.65

0.25 3/8" 3.00 23.00 1.70 --- 117.30 --- --- --- --- 68.03

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 4.80

0.25 3.00 3.00 5.30 --- --- --- 47.70 --- --- 73.94

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

Page 58: Sustento de Metrados - Estructura Final

0.25X0.50

0.25 4.80

0.25 5/8" 3.00 3.00 5.30 --- --- --- 47.70 --- --- 73.94

3Ø 5/8"ACERO POSITIVO

0.50

L= 3.89

0.25 3/8" 3.00 24.00 1.70 --- 122.40 --- --- --- --- 70.99

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 4.50

0.25 8.00 3.00 5.00 --- --- --- 120.00 --- --- 186.00

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 4.50

0.25 5/8" 8.00 3.00 5.00 --- --- --- 120.00 --- --- 186.00

3Ø 5/8"ACERO POSITIVO

0.50

L= 3.62

0.25 3/8" 8.00 23.00 1.40 --- 257.60 --- --- --- --- 149.41

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.35 1.90

0.35 2.00 3.00 2.60 --- --- --- 15.60 --- --- 24.18

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.35 1.90

0.35 5/8" 2.00 3.00 2.60 --- --- --- 15.60 --- --- 24.18

3Ø 5/8"ACERO POSITIVO

0.50

L= 1.00

0.25 3/8" 2.00 10.00 1.40 --- 28.00 --- --- --- --- 16.24

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 6.30

0.25 1.00 3.00 6.80 --- --- --- 20.40 --- --- 31.62

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 6.30

0.25 5/8" 1.00 3.00 6.80 --- --- --- 20.40 --- --- 31.62

3Ø 5/8"ACERO POSITIVO

0.50

L= 5.50

0.25 3/8" 1.00 32.00 1.40 --- 44.80 --- --- --- --- 25.98

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 4.50

0.25 7.00 3.00 5.00 --- --- --- 105.00 --- --- 162.75

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 4.50

0.25 5/8" 7.00 3.00 5.00 --- --- --- 105.00 --- --- 162.75

3Ø 5/8"ACERO POSITIVO

0.50

L= 3.62

0.25 3/8" 7.00 23.00 1.40 --- 225.40 --- --- --- --- 130.73

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

BLOQUE "D" R= 0.075 M

V-C 01 0.35 11.10

0.35 5.00 3.00 11.80 --- --- --- 177.00 --- --- 274.35

3Ø 5/8"ACERO NEGATIVO

0.35X0.60

0.35 11.10

0.35 5/8" 5.00 3.00 11.80 --- --- --- 177.00 --- --- 274.35

3Ø 5/8"ACERO POSITIVO

0.60

L= 10.22

0.35 3/8" 5.00 56.00 1.80 --- 504.00 --- --- --- --- 292.32

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 5.50

0.25 8.00 3.00 6.00 --- --- --- 144.00 --- --- 223.20

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 5.50

0.25 5/8" 8.00 3.00 6.00 --- --- --- 144.00 --- --- 223.20

3Ø 5/8"ACERO POSITIVO

0.50

L= 4.81

0.25 3/8" 8.00 28.00 1.40 --- 313.60 --- --- --- --- 181.89

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 3.10

0.25 2.00 3.00 3.60 --- --- --- 21.60 --- --- 33.48

3Ø 5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

Page 59: Sustento de Metrados - Estructura Final

VCACERO NEGATIVO

0.25X0.50

0.25 3.10

0.25 5/8" 2.00 3.00 3.60 --- --- --- 21.60 --- --- 33.48

3Ø 5/8"ACERO POSITIVO

0.50

L= 2.30

0.25 3/8" 2.00 16.00 1.40 --- 44.80 --- --- --- --- 25.98

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 3.40

0.25 4.00 3.00 3.90 --- --- --- 46.80 --- --- 72.54

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 3.40

0.25 5/8" 4.00 3.00 3.90 --- --- --- 46.80 --- --- 72.54

3Ø 5/8"ACERO POSITIVO

0.50

L= 2.55

0.25 3/8" 4.00 17.00 1.40 --- 95.20 --- --- --- --- 55.22

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 3.70

0.25 12.00 3.00 4.20 --- --- --- 151.20 --- --- 234.36

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 3.70

0.25 5/8" 12.00 3.00 4.20 --- --- --- 151.20 --- --- 234.36

3Ø 5/8"ACERO POSITIVO

0.50

L= 2.80

0.25 3/8" 12.00 19.00 1.40 --- 319.20 --- --- --- --- 185.14

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 6.10

0.25 1.00 3.00 6.60 --- --- --- 19.80 --- --- 30.69

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 6.10

0.25 5/8" 1.00 3.00 6.60 --- --- --- 19.80 --- --- 30.69

3Ø 5/8"ACERO POSITIVO

0.50

L= 5.20

0.25 3/8" 1.00 31.00 1.70 --- 52.70 --- --- --- --- 30.57

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

BLOQUE "E" R= 0.075 M

VC 0.25 5.70

0.25 2.00 3.00 6.20 --- --- --- 37.20 --- --- 57.66

3Ø 5/8"ACERO NEGATIVO

0.25X0.40

0.25 5.70

0.25 5/8" 2.00 3.00 6.20 --- --- --- 37.20 --- --- 57.66

3Ø 5/8"ACERO POSITIVO

0.40

L= 4.91

0.25 3/8" 2.00 29.00 1.20 --- 69.60 --- --- --- --- 40.37

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 4.30

0.25 1.00 3.00 4.80 --- --- --- 14.40 --- --- 22.32

3Ø 5/8"ACERO NEGATIVO

0.25X0.40

0.25 4.30

0.25 5/8" 1.00 3.00 4.80 --- --- --- 14.40 --- --- 22.32

3Ø 5/8"ACERO POSITIVO

0.40

L= 3.50

0.25 3/8" 1.00 22.00 1.20 --- 26.40 --- --- --- --- 15.31

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

BLOQUE "F" R= 0.075 M

VC 0.25 8.10

0.25 1.00 3.00 8.60 --- --- --- 25.80 --- --- 39.99

3Ø 5/8"ACERO NEGATIVO

0.25X0.40

0.25 8.10

0.25 5/8" 1.00 3.00 8.60 --- --- --- 25.80 --- --- 39.99

3Ø 5/8"ACERO POSITIVO

0.40

L= 7.14

0.25 3/8" 1.00 41.00 1.20 --- 49.20 --- --- --- --- 28.54

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected],

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

Page 60: Sustento de Metrados - Estructura Final

R @ .20, C/E

VC 0.25 6.95

0.25 1.00 3.00 7.45 --- --- --- 22.35 --- --- 34.64

3Ø 5/8"ACERO NEGATIVO

0.25X0.40

0.25 6.95

0.25 5/8" 1.00 3.00 7.45 --- --- --- 22.35 --- --- 34.64

3Ø 5/8"ACERO POSITIVO

0.40

L= 6.000.

25 3/8" 1.00 35.00 1.20 --- 42.00 --- --- --- --- 24.36G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 5.60

0.25 1.00 3.00 6.10 --- --- --- 18.30 --- --- 28.36

3Ø 5/8"ACERO NEGATIVO

0.25X0.40

0.25 5.60

0.25 5/8" 1.00 3.00 6.10 --- --- --- 18.30 --- --- 28.36

3Ø 5/8"ACERO POSITIVO

0.50

L= 4.75

0.25 3/8" 1.00 28.00 1.70 --- 47.60 --- --- --- --- 27.61

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

V-C 02 0.25 6.05

0.25 2.00 3.00 6.55 --- --- --- 39.30 --- --- 60.92

3Ø 5/8"ACERO NEGATIVO

0.25X0.40

0.25 6.05

0.25 5/8" 2.00 3.00 6.55 --- --- --- 39.30 --- --- 60.92

3Ø 5/8"ACERO POSITIVO

0.40

L= 5.14

0.25 3/8" 2.00 31.00 1.20 --- 74.40 --- --- --- --- 43.15

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 6.60

0.25 2.00 3.00 7.10 --- --- --- 42.60 --- --- 66.03

3Ø 5/8"ACERO NEGATIVO

0.25X0.40

0.25 6.60

0.25 5/8" 2.00 3.00 7.10 --- --- --- 42.60 --- --- 66.03

3Ø 5/8"ACERO POSITIVO

0.40

L= 5.76

0.25 3/8" 2.00 33.00 1.50 --- 99.00 --- --- --- --- 57.42

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

BLOQUE "G" R= 0.075 M

VC 1 0.35 11.80

0.35 4.00 3.00 12.50 --- --- --- 150.00 --- --- 232.50

3Ø 5/8"ACERO NEGATIVO

0.35X0.60

0.35 11.80

0.35 5/8" 4.00 3.00 12.50 --- --- --- 150.00 --- --- 232.50

3Ø 5/8"ACERO POSITIVO

0.60

L= 10.86

0.35 3/8" 4.00 59.00 1.80 --- 424.80 --- --- --- --- 246.38

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 1 0.35 10.80

0.35 4.00 3.00 11.50 --- --- --- 138.00 --- --- 213.90

3Ø 5/8"ACERO NEGATIVO

0.35X0.60

0.35 10.80

0.35 5/8" 4.00 3.00 11.50 --- --- --- 138.00 --- --- 213.90

3Ø 5/8"ACERO POSITIVO

0.60

L= 9.86

0.35 3/8" 4.00 54.00 1.80 --- 388.80 --- --- --- --- 225.50

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 2 0.30 5.95

0.30 4.00 3.00 6.55 --- --- --- 78.60 --- --- 121.833Ø 5/8"

ACERO NEGATIVO

0.30X0.50

0.30 5.95

0.30 5/8" 4.00 3.00 6.55 --- --- --- 78.60 --- --- 121.83

3Ø 5/8"ACERO POSITIVO

0.50

L= 5.08

0.30 3/8" 4.00 30.00 1.50 --- 180.00 --- --- --- --- 104.40

G= 0.10

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

Page 61: Sustento de Metrados - Estructura Final

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 2 0.30 5.80

0.30 1.00 3.00 6.40 --- --- --- 19.20 --- --- 29.76

3Ø 5/8"ACERO NEGATIVO

0.30X0.500.

30 5.80

0.30 5/8" 1.00 3.00 6.40 --- --- --- 19.20 --- --- 29.76

3Ø 5/8"ACERO POSITIVO

0.50

L= 4.91

0.30 3/8" 1.00 29.00 1.50 --- 43.50 --- --- --- --- 25.23

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 2 0.30 5.20

0.30 1.00 3.00 5.80 --- --- --- 17.40 --- --- 26.97

3Ø 5/8"ACERO NEGATIVO

0.30X0.50

0.30 5.20

0.30 5/8" 1.00 3.00 5.80 --- --- --- 17.40 --- --- 26.97

3Ø 5/8"ACERO POSITIVO

0.50

L= 4.31

0.30 3/8" 1.00 26.00 1.50 --- 39.00 --- --- --- --- 22.62

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 2 0.30 3.05

0.30 1.00 3.00 3.65 --- --- --- 10.95 --- --- 16.97

3Ø 5/8"ACERO NEGATIVO

0.30X0.50

0.30 3.05

0.30 5/8" 1.00 3.00 3.65 --- --- --- 10.95 --- --- 16.97

3Ø 5/8"ACERO POSITIVO

0.50

L= 2.20

0.30 3/8" 1.00 16.00 1.50 --- 24.00 --- --- --- --- 13.92

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 2 0.30 3.20

0.30 1.00 3.00 3.80 --- --- --- 11.40 --- --- 17.67

3Ø 5/8"ACERO NEGATIVO

0.30X0.50

0.30 3.20

0.30 5/8" 1.00 3.00 3.80 --- --- --- 11.40 --- --- 17.67

3Ø 5/8"ACERO POSITIVO

0.50

L= 2.55

0.30 3/8" 1.00 16.00 1.50 --- 24.00 --- --- --- --- 13.92

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 2 0.30 5.05

0.30 1.00 3.00 5.65 --- --- --- 16.95 --- --- 26.27

3Ø 5/8"ACERO NEGATIVO

0.30X0.50

0.30 5.05

0.30 5/8" 1.00 3.00 5.65 --- --- --- 16.95 --- --- 26.27

3Ø 5/8"ACERO POSITIVO

0.50

L= 4.28

0.30 3/8" 1.00 26.00 1.50 --- 39.00 --- --- --- --- 22.62

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 5.20

0.25 3.00 3.00 5.70 --- --- --- 51.30 --- --- 79.52

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 5.20

0.25 5/8" 3.00 3.00 5.70 --- --- --- 51.30 --- --- 79.52

3Ø 5/8"ACERO POSITIVO

0.50

L= 4.40

0.25 3/8" 3.00 26.00 1.40 --- 109.20 --- --- --- --- 63.34

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 3.95

0.25 3.00 3.00 4.45 --- --- --- 40.05 --- --- 62.08

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 3.95

0.25 5/8" 3.00 3.00 4.45 --- --- --- 40.05 --- --- 62.08

3Ø 5/8"ACERO POSITIVO

0.50

L= 3.10

0.25 3/8" 3.00 20.00 1.40 --- 84.00 --- --- --- --- 48.72

G= 0.10

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

Page 62: Sustento de Metrados - Estructura Final

0.25

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 4.30

0.25 3.00 3.00 4.80 --- --- --- 43.20 --- --- 66.96

3Ø 5/8"ACERO NEGATIVO

0.25X0.500.

25 4.30

0.25 5/8" 3.00 3.00 4.80 --- --- --- 43.20 --- --- 66.96

3Ø 5/8"ACERO POSITIVO

0.50

L= 3.50

0.25 3/8" 3.00 22.00 1.40 --- 92.40 --- --- --- --- 53.59

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 5.20

0.25 1.00 3.00 5.70 --- --- --- 17.10 --- --- 26.51

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 5.20

0.25 5/8" 1.00 3.00 5.70 --- --- --- 17.10 --- --- 26.51

3Ø 5/8"ACERO POSITIVO

0.50

L= 4.55

0.25 3/8" 1.00 26.00 1.40 --- 36.40 --- --- --- --- 21.11

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 3.90

0.25 2.00 3.00 4.40 --- --- --- 26.40 --- --- 40.92

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 3.90

0.25 5/8" 2.00 3.00 4.40 --- --- --- 26.40 --- --- 40.92

3Ø 5/8"ACERO POSITIVO

0.50

L= 4.00

0.25 3/8" 2.00 20.00 1.40 --- 56.00 --- --- --- --- 32.48

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 2.70

0.25 1.00 3.00 3.20 --- --- --- 9.60 --- --- 14.88

3Ø 5/8"ACERO NEGATIVO

0.30X0.50

0.25 2.70

0.25 5/8" 1.00 3.00 3.20 --- --- --- 9.60 --- --- 14.88

3Ø 5/8"ACERO POSITIVO

0.50

L= 1.91

0.30 3/8" 1.00 14.00 1.50 --- 21.00 --- --- --- --- 12.18

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 3.00

0.25 1.00 3.00 3.50 --- --- --- 10.50 --- --- 16.28

3Ø 5/8"ACERO NEGATIVO

0.30X0.50

0.25 3.00

0.25 5/8" 1.00 3.00 3.50 --- --- --- 10.50 --- --- 16.28

3Ø 5/8"ACERO POSITIVO

0.50

L= 2.23

0.30 3/8" 1.00 15.00 1.50 --- 22.50 --- --- --- --- 13.05

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

LONGITUD TOTAL 0.00 6215.40 0.00 5335.68 0.00 0.00PESO TOTAL POR TIPO DE F° (kg) 0.00 3604.93 0.00 8270.30 0.00 0.00

PESO TOTAL (kg) 11875.24

5/8"

5/8"

5/8"

5/8"

5/8"

Page 63: Sustento de Metrados - Estructura Final

5.04.03 ACERO DE REFUERZO fy=4200 kg/cm2 #REF!

TIPO DETALLE Ø LONG.1/4" 3/8" 1/2" 5/8" 3/4" 1"

0.25 0.58 0.99 1.55 2.24 3.97

BLOQUE "E" R= 0.040 M

CC 0.20 5.05

0.20 1.00 2.00 5.45 --- 10.90 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.350.

20 5.05

0.20 3/8" 1.00 2.00 5.45 --- 10.90 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.35

L= 5.13

0.25 1/4" 1.00 26.00 1.42 36.92 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 3.13

0.20 1.00 2.00 3.53 --- 7.06 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.35

0.20 3.13

0.20 3/8" 1.00 2.00 3.53 --- 7.06 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.35

L= 3.21

0.25 1/4" 1.00 16.00 1.24 19.84 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 2.32

0.20 2.00 2.00 2.72 --- 10.88 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.35

0.20 2.32

0.20 3/8" 2.00 2.00 2.72 --- 10.88 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.35

L= 2.40

0.25 1/4" 2.00 12.00 1.24 29.76 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 3.69

0.20 1.00 2.00 4.09 --- 8.18 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.35

0.20 3.69

0.20 3/8" 1.00 2.00 4.09 --- 8.18 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.35

L= 3.77

0.25 1/4" 1.00 19.00 1.24 23.56 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 3.59

0.20 3.00 2.00 3.99 --- 23.94 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.35

0.20 3.59

0.20 3/8" 3.00 2.00 3.99 --- 23.94 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.35

L= 3.67

0.25 1/4" 3.00 18.00 1.24 66.96 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 2.99

0.20 2.00 2.00 3.39 --- 13.56 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.35

0.20 2.99

0.20 3/8" 2.00 2.00 3.39 --- 13.56 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.35

L= 3.07

0.25 1/4" 2.00 15.00 1.24 37.20 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 2.77

0.20 1.00 2.00 3.17 --- 6.34 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.35

0.20 2.77

0.20 3/8" 1.00 2.00 3.17 --- 6.34 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

N° ELEMEN. IGUALES

N° DE PIEZAS POR ELEMEN.

3/8"

3/8"

3/8"

3/8"

3/8"

3/8"

3/8"

Page 64: Sustento de Metrados - Estructura Final

0.35

L= 2.85

0.25 1/4" 1.00 14.00 1.24 17.36 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 2.12

0.20 2.00 2.00 2.52 --- 10.08 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.35

0.20 2.12

0.20 3/8" 2.00 2.00 2.52 --- 10.08 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.35

L= 2.20

0.25 1/4" 2.00 11.00 1.24 27.28 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 2.47

0.20 1.00 2.00 2.87 --- 5.74 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.35

0.20 2.47

0.20 3/8" 1.00 2.00 2.87 --- 5.74 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.35

L= 2.55

0.25 1/4" 1.00 13.00 1.24 16.12 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

BLOQUE "F" R= 0.040 M

CC 0.20 19.67

0.20 1.00 2.00 20.07 --- 40.14 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.25

0.20 19.67

0.20 3/8" 1.00 2.00 20.07 --- 40.14 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.25

L= 19.75

0.25 1/4" 1.00 99.00 1.04 102.96 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 3.64

0.20 2.00 2.00 4.04 --- 16.16 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.25

0.20 3.64

0.20 3/8" 2.00 2.00 4.04 --- 16.16 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.25

L= 3.72

0.25 1/4" 2.00 19.00 1.04 39.52 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 3.22

0.20 2.00 2.00 3.62 --- 14.48 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.25

0.20 3.22

0.20 3/8" 2.00 2.00 3.62 --- 14.48 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.25

L= 3.30

0.25 1/4" 2.00 17.00 1.04 35.36 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 2.79

0.20 2.00 2.00 3.19 --- 12.76 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.35

0.20 2.79

0.20 3/8" 2.00 2.00 3.19 --- 12.76 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.25

L= 2.87

0.25 1/4" 2.00 14.00 1.04 29.12 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 2.52

0.20 2.00 2.00 2.92 --- 11.68 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.25

3/8"

3/8"

3/8"

3/8"

3/8"

3/8"

3/8"

Page 65: Sustento de Metrados - Estructura Final

0.25X0.25

0.20 2.52

0.20 3/8" 2.00 2.00 2.92 --- 11.68 --- --- --- ---

2 Ø 3/8"

Page 66: Sustento de Metrados - Estructura Final

ACERO POSITIVO 0.25

L= 2.60

0.25 1/4" 2.00 13.00 1.04 27.04 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 2.85

0.20 2.00 2.00 3.25 --- 13.00 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.25

0.20 2.85

0.20 3/8" 2.00 2.00 3.25 --- 13.00 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.25

L= 2.93

0.25 1/4" 2.00 15.00 1.04 31.20 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 5.42

0.20 2.00 2.00 5.82 --- 23.28 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.25

0.20 5.42

0.20 3/8" 2.00 2.00 5.82 --- 23.28 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.25

L= 5.50

0.25 1/4" 2.00 28.00 1.04 58.24 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 4.01

0.20 2.00 2.00 4.41 --- 17.64 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.25

0.20 4.01

0.20 3/8" 2.00 2.00 4.41 --- 17.64 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.25

L= 4.09

0.25 1/4" 2.00 21.00 1.04 43.68 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 2.77

0.20 2.00 2.00 3.17 --- 12.68 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.25

0.20 2.77

0.20 3/8" 2.00 2.00 3.17 --- 12.68 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.25

L= 2.85

0.25 1/4" 2.00 14.00 1.04 29.12 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 3.04

0.20 2.00 2.00 3.44 --- 13.76 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.25

0.20 3.04

0.20 3/8" 2.00 2.00 3.44 --- 13.76 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.25

L= 3.12

0.25 1/4" 2.00 16.00 1.04 33.28 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 3.38

0.20 2.00 2.00 3.78 --- 15.12 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.25

0.20 3.38

0.20 3/8" 2.00 2.00 3.78 --- 15.12 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.25

L= 3.46

0.25 1/4" 2.00 17.00 1.04 35.36 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

LONGITUD TOTAL 739.88 574.76 0.00 0.00 0.00 0.00PESO TOTAL POR TIPO DE F° (kg) 184.97 333.36 0.00 0.00 0.00 0.00

PESO TOTAL (kg) 518.33

3/8"

3/8"

3/8"

3/8"

3/8"

3/8"

Page 67: Sustento de Metrados - Estructura Final
Page 68: Sustento de Metrados - Estructura Final

5.05.03 ACERO DE REFUERZO fy=4200 kg/cm2 47,545.35 Kg

TIPO DETALLE Ø LONG.1/4" 3/8" 1/2" 5/8" 3/4" 1"

0.22 0.58 0.99 1.55 2.24 3.97

1° NIVELBLOQUE A

10Ø5/8" 5/8" 6.00 10.00 6.38 --- --- --- 382.80 --- ---

5.95--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-1 [] 1, 3/8",[email protected], [email protected],3/8" 6.00 30.00 1.40 --- 252.00 --- --- --- ---

R @ .25, C/E

3/8" 6.00 30.00 --- 0.00 --- --- --- ---

3/8" 6.00 30.00 --- 0.00 --- --- --- ---

16Ø3/4" 3/4" 4.00 16.00 6.38 --- --- --- --- 408.32 ---

5.95--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-2 [] 2, 3/8",[email protected], [email protected],3/8" 4.00 40.00 2.10 --- 336.00 --- --- --- ---

R @ .20, C/E

3/8" 4.00 40.00 1.56 --- 249.60 --- --- --- ---

3/8" 4.00 40.00 --- 0.00 --- --- --- ---

14Ø3/4" 3/4" 2.00 14.00 6.38 --- --- --- --- 178.64 ---

5.95--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-3 [] 3, 3/8",[email protected], [email protected],3/8" 2.00 28.00 1.60 --- 89.60 --- --- --- ---

R @ .25, C/E

3/8" 2.00 28.00 1.60 --- 89.60 --- --- --- ---

3/8" 2.00 28.00 2.10 --- 117.60 --- --- --- ---

6Ø5/8" 5/8" 2.00 6.00 6.38 --- --- --- 76.56 --- ---

5.95--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-4 [] 1, 3/8",[email protected], [email protected],3/8" 2.00 30.00 1.09 --- 65.40 --- --- --- ---

R @ .25, C/E

3/8" 2.00 30.00 --- 0.00 --- --- --- ---

3/8" 2.00 30.00 --- 0.00 --- --- --- ---

BLOQUE B

14Ø3/4" 3/4" 2.00 14.00 6.38 --- --- --- --- 178.64 ---

5.95--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-1 [] 3, 3/8",[email protected], [email protected],3/8" 2.00 28.00 1.20 --- 67.20 --- --- --- ---

R @ .25, C/E

3/8" 2.00 28.00 1.22 --- 68.32 --- --- --- ---

3/8" 2.00 28.00 1.96 --- 109.76 --- --- --- ---

16Ø3/4" 3/4" 4.00 16.00 6.38 --- --- --- --- 408.32 ---

5.95--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-2 [] 2, 3/8",[email protected], [email protected],3/8" 4.00 40.00 2.58 --- 412.80 --- --- --- ---

R @ .20, C/E

3/8" 4.00 40.00 2.18 --- 348.80 --- --- --- ---

3/8" 4.00 40.00 --- 0.00 --- --- --- ---

14Ø3/4" 3/4" 4.00 14.00 6.38 --- --- --- --- 357.28 ---

5.95--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-3 [] 3, 3/8",[email protected], [email protected],3/8" 4.00 28.00 1.60 --- 179.20 --- --- --- ---

R @ .25, C/E

N° ELEMEN. IGUALES

N° DE PIEZAS POR

ELEMENTO

Page 69: Sustento de Metrados - Estructura Final

3/8" 4.00 28.00 1.60 --- 179.20 --- --- --- ---

3/8" 4.00 28.00 2.10 --- 235.20 --- --- --- ---

6Ø5/8" 5/8" 4.00 6.00 6.38 --- --- --- 153.12 --- ---

5.95--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-4 [] 1, 3/8",[email protected], [email protected],3/8" 4.00 30.00 1.08 --- 129.60 --- --- --- ---

R @ .25, C/E

3/8" 4.00 30.00 --- 0.00 --- --- --- ---

3/8" 4.00 30.00 --- 0.00 --- --- --- ---

6Ø5/8" 5/8" 1.00 6.00 6.38 --- --- --- 38.28 --- ---

5.95--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-5 [] 1, 3/8",[email protected], [email protected], 3/8" 1.00 30.00 0.98 --- 29.40 --- --- --- --- R @ .25, C/E

3/8" 1.00 30.00 --- 0.00 --- --- --- ---

3/8" 1.00 30.00 --- 0.00 --- --- --- ---

BLOQUE C

10Ø3/4" 3/4" 6.00 10.00 5.78 --- --- --- --- 346.80 ---

5.35--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-1 [] 2, 3/8",[email protected], [email protected],3/8" 6.00 26.00 1.98 --- 308.88 --- --- --- ---

R @ .25, C/E

3/8" 6.00 26.00 1.28 --- 199.68 --- --- --- ---

3/8" 6.00 26.00 0.00 --- 0.00 --- --- --- ---

12Ø3/4" 3/4" 14.00 12.00 5.78 --- --- --- --- 971.04 ---

5.35--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-2 [] 2, 3/8",[email protected], [email protected],3/8" 14.00 27.00 1.98 --- 748.44 --- --- --- ---

R @ .25, C/E

3/8" 14.00 27.00 1.88 --- 710.64 --- --- --- ---

3/8" 14.00 27.00 --- 0.00 --- --- --- ---

12Ø3/4" 3/4" 8.00 12.00 5.78 --- --- --- --- 554.88 ---

5.35--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-3 [] 2, 3/8",[email protected], [email protected],3/8" 8.00 25.00 1.24 --- 248.00 --- --- --- ---

R @ .25, C/E

3/8" 8.00 25.00 1.24 --- 248.00 --- --- --- ---

3/8" 8.00 25.00 --- 0.00 --- --- --- ---

5/8" 4.00 4.00 5.78 --- --- --- 92.48 --- ---

5.351/2" 4.00 2.00 5.78 --- --- 46.24 --- --- ---

0.43

--- --- --- --- --- ---

C-4 [] 1, 3/8",[email protected], [email protected],3/8" 4.00 27.00 1.28 --- 138.24 --- --- --- ---

R @ .25, C/E

3/8" 4.00 27.00 --- 0.00 --- --- --- ---

3/8" 4.00 27.00 --- 0.00 --- --- --- ---

BLOQUE D

10Ø3/4" 3/4" 4.00 10.00 5.78 --- --- --- --- 231.20 ---

5.35--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-1 [] 2, 3/8",[email protected], [email protected],3/8" 4.00 26.00 1.98 --- 205.92 --- --- --- ---

R @ .25, C/E

4Ø5/8" + 2Ø1/2"

Page 70: Sustento de Metrados - Estructura Final

3/8" 4.00 26.00 1.28 --- 133.12 --- --- --- ---

Page 71: Sustento de Metrados - Estructura Final

3/8" 4.00 26.00 1.28 --- 133.12 --- --- --- ---

3/8" 4.00 26.00 --- 0.00 --- --- --- ---

12Ø3/4" 12Ø3/4" 14.00 12.00 5.78 --- --- --- --- --- ---

5.35--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-2 [] 2, 3/8",[email protected], [email protected],3/8" 14.00 25.00 2.18 --- 763.00 --- --- --- ---

R @ .20, C/E

3/8" 14.00 25.00 1.88 --- 658.00 --- --- --- ---

3/8" 14.00 25.00 --- 0.00 --- --- --- ---

8Ø5/8" 5/8" 9.00 8.00 5.78 --- --- --- 416.16 --- ---

5.35--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-3 [] 1 3/8",[email protected], [email protected],3/8" 9.00 26.00 1.28 --- 299.52 --- --- --- ---

R @ .25, C/E

3/8" 9.00 26.00 --- 0.00 --- --- --- ---

3/8" 9.00 26.00 --- 0.00 --- --- --- ---

8Ø3/4" 3/4" 4.00 12.00 5.78 --- --- --- --- 277.44 ---

5.35--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-4 [] 2, 3/8",[email protected], [email protected],3/8" 4.00 26.00 1.32 --- 137.28 --- --- --- ---

R @ .25, C/E

3/8" 4.00 26.00 1.32 --- 137.28 --- --- --- ---

3/8" 4.00 26.00 --- 0.00 --- --- --- ---

4Ø5/8+2Ø1/2" 5/8" 6.00 4.00 5.78 --- --- --- 138.72 --- ---

5.351/2" 6.00 2.00 5.78 --- --- 69.36 --- --- ---

.43

--- --- --- --- --- ---

C-5 [] 1, 3/8",[email protected], [email protected],3/8" 6.00 35.00 1.28 --- 268.80 --- --- --- ---

R @ .20, C/E

3/8" 6.00 26.00 --- 0.00 --- --- --- ---

3/8" 6.00 26.00 --- 0.00 --- --- --- ---

BLOQUE E

4Ø5/8 5/8" 22.00 4.00 5.78 --- --- --- 508.64 --- ---

5.351/2" 6.00 2.00 5.78 --- --- 69.36 --- --- ---

.43

--- --- --- --- --- ---

C-1 [] 1, 3/8",[email protected], [email protected],3/8" 22.00 27.00 1.00 --- 594.00 --- --- --- ---

R @ .25, C/E

3/8" 22.00 27.00 --- 0.00 --- --- --- ---

3/8" 22.00 27.00 --- 0.00 --- --- --- ---

6Ø1/2" 1/2" 7.00 6.00 5.65 --- --- 237.30 --- --- ---

5.35--- --- --- --- --- ---

0.30

--- --- --- --- --- ---

C-2 [] 1, 1/4",[email protected], [email protected],1/4" 7.00 27.00 1.08 204.12 --- --- --- --- ---

R @ .25, C/E

1/4" 7.00 27.00 0.00 --- --- --- --- ---

1/4" 7.00 27.00 0.00 --- --- --- --- ---

8Ø5/8" 5/8" 2.00 8.00 5.78 --- --- --- 92.48 --- ---

5.35--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-3 [] 1, 3/8",[email protected], [email protected],3/8" 2.00 27.00 1.20 --- 64.80 --- --- --- ---

R @ .25, C/E

3/8" 2.00 27.00 --- 0.00 --- --- --- ---

Page 72: Sustento de Metrados - Estructura Final

3/8" 2.00 27.00 --- 0.00 --- --- --- ---

14Ø5/8" 5/8" 2.00 14.00 5.78 --- --- --- 161.84 --- ---

5.35--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-4 [] 2, 3/8",[email protected], [email protected],3/8" 2.00 27.00 3.91 --- 211.14 --- --- --- ---

R @ .25, C/E

3/8" 2.00 27.00 3.91 --- 211.14 --- --- --- ---

3/8" 2.00 27.00 --- 0.00 --- --- --- ---

BLOQUE F

5/8" 23.00 4.00 5.78 --- --- --- 531.76 --- ---

5.353/4" 23.00 6.00 5.78 --- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-1 [] 1 3/8",[email protected], [email protected],3/8" 23.00 28.00 1.44 --- 927.36 --- --- --- ---

R @ .25, C/E

3/8" 23.00 28.00 1.44 --- 927.36 --- --- --- ---

3/8" 23.00 28.00 --- 0.00 --- --- --- ---

4Ø1/2" 1/2" 4.00 4.00 5.78 --- --- 92.48 --- --- ---

5.35--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-2 [] 1, 1/4",[email protected], [email protected],1/4" 4.00 27.00 0.98 105.84 --- --- --- --- ---

R @ .25, C/E

1/4" 4.00 27.00 0.00 --- --- --- --- ---

1/4" 4.00 27.00 0.00 --- --- --- --- ---

BLOQUE G

10Ø5/8" 5/8" 9.00 10.00 5.78 --- --- --- 520.20 --- ---

5.35--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-1 [] 1, 3/8",[email protected], [email protected],3/8" 9.00 27.00 1.78 --- 432.54 --- --- --- ---

R @ .25, C/E

3/8" 9.00 27.00 --- 0.00 --- --- --- ---

3/8" 9.00 27.00 --- 0.00 --- --- --- ---

8Ø5/8" 5/8" 3.00 8.00 5.78 --- --- --- 138.72 --- ---

5.35--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-2 [] 1, 3/8",[email protected], [email protected],3/8" 3.00 27.00 1.28 --- 103.68 --- --- --- ---

R @ .25, C/E

3/8" 3.00 27.00 --- 0.00 --- --- --- ---

3/8" 3.00 27.00 --- 0.00 --- --- --- ---

16Ø3/4" 3/4" 10.00 16.00 5.78 --- --- --- --- 924.80 ---

5.35--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-3 [] 2, 3/8",[email protected], [email protected],3/8" 10.00 37.00 1.20 --- 444.00 --- --- --- ---

R @ .20, C/E

3/8" 10.00 37.00 1.22 --- 451.40 --- --- --- ---

3/8" 10.00 37.00 1.96 --- 725.20 --- --- --- ---

PASARELA

8Ø5/8" 5/8" 14.00 8.00 5.78 --- --- --- 647.36 --- ---

5.35--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-1 [] 1, 3/8",[email protected], [email protected],3/8" 14.00 35.00 1.28 --- 627.20 --- --- --- ---

R @ .20, C/E

3/8" 14.00 35.00 --- 0.00 --- --- --- ---

Page 73: Sustento de Metrados - Estructura Final

3/8" 14.00 35.00 --- 0.00 --- --- --- ---

3/8" 14.00 35.00 --- 0.00 --- --- --- ---

8Ø5/8" 5/8" 1.00 8.00 5.78 --- --- --- 46.24 --- ---

5.35--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-2 [] 2 3/8",[email protected], [email protected],3/8" 1.00 35.00 1.16 --- 40.60 --- --- --- ---

R @ .20, C/E

3/8" 1.00 35.00 1.16 --- 40.60 --- --- --- ---

3/8" 1.00 35.00 --- 0.00 --- --- --- ---

2DO PISOBLOQUE C

10Ø3/4" 3/4" 6.00 10.00 3.83 --- --- --- --- 229.80 ---

3.40--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-1 [] 2, 3/8",[email protected], [email protected],3/8" 6.00 18.00 1.98 --- 213.84 --- --- --- ---

R @ .25, C/E

3/8" 6.00 18.00 1.28 --- 138.24 --- --- --- ---

3/8" 6.00 18.00 0.00 --- 0.00 --- --- --- ---

12Ø3/4" 3/4" 14.00 12.00 3.83 --- --- --- --- 643.44 ---

3.40--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-2 [] 2, 3/8",[email protected], [email protected],3/8" 14.00 19.00 1.98 --- 526.68 --- --- --- ---

R @ .25, C/E

3/8" 14.00 19.00 1.88 --- 500.08 --- --- --- ---

3/8" 14.00 19.00 --- 0.00 --- --- --- ---

12Ø3/4" 3/4" 8.00 12.00 3.83 --- --- --- --- 367.68 ---

3.40--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-3 [] 2, 3/8",[email protected], [email protected],3/8" 8.00 17.00 1.24 --- 168.64 --- --- --- ---

R @ .25, C/E

3/8" 8.00 17.00 1.24 --- 168.64 --- --- --- ---

3/8" 8.00 17.00 --- 0.00 --- --- --- ---

5/8" 4.00 4.00 3.83 --- --- --- 61.28 --- ---

3.401/2" 4.00 2.00 3.83 --- --- 30.64 --- --- ---

0.43

--- --- --- --- --- ---

C-4 [] 1, 3/8",[email protected], [email protected],3/8" 4.00 19.00 1.28 --- 97.28 --- --- --- ---

R @ .25, C/E

3/8" 4.00 19.00 --- 0.00 --- --- --- ---

3/8" 4.00 19.00 --- 0.00 --- --- --- ---

BLOQUE D

10Ø3/4" 3/4" 4.00 10.00 3.83 --- --- --- --- 153.20 ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-1 [] 2, 3/8",[email protected], [email protected],3/8" 4.00 18.00 1.98 --- 142.56 --- --- --- ---

R @ .25, C/E

3/8" 4.00 18.00 1.28 --- 92.16 --- --- --- ---

3/8" 4.00 18.00 --- 0.00 --- --- --- ---

12Ø3/4" 12Ø3/4" 14.00 12.00 3.83 --- --- --- --- --- ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-2 [] 2, 3/8",[email protected], [email protected],3/8" 14.00 15.00 2.18 --- 457.80 --- --- --- ---

R @ .20, C/E

4Ø5/8" + 2Ø1/2"

Page 74: Sustento de Metrados - Estructura Final

3/8" 14.00 15.00 1.88 --- 394.80 --- --- --- ---

3/8" 14.00 15.00 --- 0.00 --- --- --- ---

8Ø5/8" 5/8" 9.00 8.00 3.83 --- --- --- 275.76 --- ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-3 [] 1 3/8",[email protected], [email protected],3/8" 9.00 18.00 1.28 --- 207.36 --- --- --- ---

R @ .25, C/E

3/8" 9.00 18.00 --- 0.00 --- --- --- ---

3/8" 9.00 18.00 --- 0.00 --- --- --- ---

8Ø3/4" 3/4" 4.00 12.00 3.83 --- --- --- --- 183.84 ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-4 [] 2, 3/8",[email protected], [email protected],3/8" 4.00 18.00 1.32 --- 95.04 --- --- --- ---

R @ .25, C/E

3/8" 4.00 18.00 1.32 --- 95.04 --- --- --- ---

3/8" 4.00 18.00 --- 0.00 --- --- --- ---

4Ø5/8+2Ø1/2" 5/8" 6.00 4.00 3.83 --- --- --- 91.92 --- ---

3.401/2" 6.00 2.00 3.83 --- --- 45.96 --- --- ---

.43

--- --- --- --- --- ---

C-5 [] 1, 3/8",[email protected], [email protected],3/8" 6.00 25.00 1.28 --- 192.00 --- --- --- ---

R @ .20, C/E

3/8" 6.00 18.00 --- 0.00 --- --- --- ---

3/8" 6.00 18.00 --- 0.00 --- --- --- ---

BLOQUE E

4Ø5/8 5/8" 22.00 4.00 3.83 --- --- --- 337.04 --- ---

3.401/2" 6.00 2.00 3.83 --- --- 45.96 --- --- ---

.43

--- --- --- --- --- ---

C-1 [] 1, 3/8",[email protected], [email protected],3/8" 22.00 19.00 1.00 --- 418.00 --- --- --- ---

R @ .25, C/E

3/8" 22.00 19.00 --- 0.00 --- --- --- ---

3/8" 22.00 19.00 --- 0.00 --- --- --- ---

6Ø1/2" 1/2" 7.00 6.00 3.70 --- --- 155.40 --- --- ---

3.40--- --- --- --- --- ---

0.30

--- --- --- --- --- ---

C-2 [] 1, 1/4",[email protected], [email protected], 1/4" 7.00 19.00 1.08 143.64 --- --- --- --- --- R @ .25, C/E

1/4" 7.00 19.00 0.00 --- --- --- --- ---

1/4" 7.00 19.00 0.00 --- --- --- --- ---

8Ø5/8" 5/8" 2.00 8.00 3.83 --- --- --- 61.28 --- ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-3 [] 1, 3/8",[email protected], [email protected],3/8" 2.00 19.00 1.20 --- 45.60 --- --- --- ---

R @ .25, C/E

3/8" 2.00 19.00 --- 0.00 --- --- --- ---

3/8" 2.00 19.00 --- 0.00 --- --- --- ---

14Ø5/8" 5/8" 2.00 14.00 3.83 --- --- --- 107.24 --- ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-4 [] 2, 3/8",[email protected], [email protected],3/8" 2.00 19.00 3.91 --- 148.58 --- --- --- ---

R @ .25, C/E

Page 75: Sustento de Metrados - Estructura Final

3/8" 2.00 19.00 3.91 --- 148.58 --- --- --- ---

3/8" 2.00 19.00 --- 0.00 --- --- --- ---

BLOQUE F

5/8" 23.00 4.00 3.83 --- --- --- 352.36 --- ---

3.403/4" 23.00 6.00 3.83 --- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-1 [] 1 3/8",[email protected], [email protected],3/8" 23.00 21.00 1.44 --- 695.52 --- --- --- ---

R @ .25, C/E

3/8" 23.00 21.00 1.44 --- 695.52 --- --- --- ---

3/8" 23.00 21.00 --- 0.00 --- --- --- ---

4Ø1/2" 1/2" 4.00 4.00 3.83 --- --- 61.28 --- --- ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-2 [] 1, 1/4",[email protected], [email protected],1/4" 4.00 19.00 0.98 74.48 --- --- --- --- ---

R @ .25, C/E

1/4" 4.00 19.00 0.00 --- --- --- --- ---

1/4" 4.00 19.00 0.00 --- --- --- --- ---

BLOQUE G

10Ø5/8" 5/8" 9.00 10.00 3.83 --- --- --- 344.70 --- ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-1 [] 1, 3/8",[email protected], [email protected],3/8" 9.00 19.00 1.78 --- 304.38 --- --- --- ---

R @ .25, C/E

3/8" 9.00 19.00 --- 0.00 --- --- --- ---

3/8" 9.00 19.00 --- 0.00 --- --- --- ---

8Ø5/8" 5/8" 3.00 8.00 3.83 --- --- --- 91.92 --- ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-2 [] 1, 3/8",[email protected], [email protected],3/8" 3.00 19.00 1.28 --- 72.96 --- --- --- ---

R @ .25, C/E

3/8" 3.00 19.00 --- 0.00 --- --- --- ---

3/8" 3.00 19.00 --- 0.00 --- --- --- ---

16Ø3/4" 3/4" 10.00 16.00 3.83 --- --- --- --- 612.80 ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-3 [] 2, 3/8",[email protected], [email protected],3/8" 10.00 27.00 1.20 --- 324.00 --- --- --- ---

R @ .20, C/E

3/8" 10.00 27.00 1.22 --- 329.40 --- --- --- ---

3/8" 10.00 27.00 1.96 --- 529.20 --- --- --- ---

PASARELA

8Ø5/8" 5/8" 14.00 8.00 3.83 --- --- --- 428.96 --- ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-1 [] 1, 3/8",[email protected], [email protected],3/8" 14.00 25.00 1.28 --- 448.00 --- --- --- ---

R @ .20, C/E

3/8" 14.00 25.00 --- 0.00 --- --- --- ---

3/8" 14.00 25.00 --- 0.00 --- --- --- ---

8Ø5/8" 5/8" 1.00 8.00 3.83 --- --- --- 30.64 --- ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

Page 76: Sustento de Metrados - Estructura Final

C-2 [] 2 3/8",[email protected], [email protected],3/8" 1.00 25.00 1.16 --- 29.00 --- --- --- ---

R @ .20, C/E

3/8" 1.00 25.00 1.16 --- 29.00 --- --- --- ---

3/8" 1.00 25.00 --- 0.00 --- --- --- ---

3ER PISOBLOQUE C

10Ø3/4" 3/4" 6.00 10.00 3.83 --- --- --- --- 229.80 ---

3.40--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-1 [] 2, 3/8",[email protected], [email protected],3/8" 6.00 18.00 1.98 --- 213.84 --- --- --- ---

R @ .25, C/E

3/8" 6.00 18.00 1.28 --- 138.24 --- --- --- ---

3/8" 6.00 18.00 0.00 --- 0.00 --- --- --- ---

12Ø3/4" 3/4" 14.00 12.00 3.83 --- --- --- --- 643.44 ---

3.40--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-2 [] 2, 3/8",[email protected], [email protected],3/8" 14.00 19.00 1.98 --- 526.68 --- --- --- ---

R @ .25, C/E

3/8" 14.00 19.00 1.88 --- 500.08 --- --- --- ---

3/8" 14.00 19.00 --- 0.00 --- --- --- ---

12Ø3/4" 3/4" 8.00 12.00 3.83 --- --- --- --- 367.68 ---

3.40--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-3 [] 2, 3/8",[email protected], [email protected], 3/8" 8.00 17.00 1.24 --- 168.64 --- --- --- --- R @ .25, C/E3/8" 8.00 17.00 1.24 --- 168.64 --- --- --- ---

3/8" 8.00 17.00 --- 0.00 --- --- --- ---

5/8" 4.00 4.00 3.83 --- --- --- 61.28 --- ---

3.40 1/2" 4.00 2.00 3.83 --- --- 30.64 --- --- ---0.43--- --- --- --- --- ---

C-4 [] 1, 3/8",[email protected], [email protected],3/8" 4.00 19.00 1.28 --- 97.28 --- --- --- --- R @ .25, C/E3/8" 4.00 19.00 --- 0.00 --- --- --- ---

3/8" 4.00 19.00 --- 0.00 --- --- --- ---

BLOQUE D

10Ø3/4" 3/4" 4.00 10.00 3.83 --- --- --- --- 153.20 ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-1 [] 2, 3/8",[email protected], [email protected],3/8" 4.00 18.00 1.98 --- 142.56 --- --- --- ---

R @ .25, C/E

3/8" 4.00 18.00 1.28 --- 92.16 --- --- --- ---

3/8" 4.00 18.00 --- 0.00 --- --- --- ---

12Ø3/4" 12Ø3/4" 14.00 12.00 3.83 --- --- --- --- --- ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-2 [] 2, 3/8",[email protected], [email protected],3/8" 14.00 15.00 2.18 --- 457.80 --- --- --- ---

R @ .20, C/E

3/8" 14.00 15.00 1.88 --- 394.80 --- --- --- ---

3/8" 14.00 15.00 --- 0.00 --- --- --- ---

8Ø5/8" 5/8" 9.00 8.00 3.83 --- --- --- 275.76 --- ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-3 [] 1 3/8",[email protected], [email protected],3/8" 9.00 18.00 1.28 --- 207.36 --- --- --- ---

R @ .25, C/E

3/8" 9.00 18.00 --- 0.00 --- --- --- ---

3/8" 9.00 18.00 --- 0.00 --- --- --- ---

4Ø5/8" + 2Ø1/2"

Page 77: Sustento de Metrados - Estructura Final

8Ø3/4" 3/4" 4.00 12.00 3.83 --- --- --- --- 183.84 ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-4 [] 2, 3/8",[email protected], [email protected],3/8" 4.00 18.00 1.32 --- 95.04 --- --- --- ---

R @ .25, C/E

3/8" 4.00 18.00 1.32 --- 95.04 --- --- --- ---

3/8" 4.00 18.00 --- 0.00 --- --- --- ---

4Ø5/8+2Ø1/2" 5/8" 6.00 4.00 3.83 --- --- --- 91.92 --- ---

3.401/2" 6.00 2.00 3.83 --- --- 45.96 --- --- ---

.43

--- --- --- --- --- ---

C-5 [] 1, 3/8",[email protected], [email protected],3/8" 6.00 25.00 1.28 --- 192.00 --- --- --- ---

R @ .20, C/E

3/8" 6.00 18.00 --- 0.00 --- --- --- ---

3/8" 6.00 18.00 --- 0.00 --- --- --- ---

BLOQUE G

10Ø5/8" 5/8" 5.00 10.00 3.83 --- --- --- 191.50 --- ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-1 [] 1, 3/8",[email protected], [email protected],3/8" 5.00 19.00 1.78 --- 169.10 --- --- --- ---

R @ .25, C/E

3/8" 5.00 19.00 --- 0.00 --- --- --- ---

3/8" 5.00 19.00 --- 0.00 --- --- --- ---

8Ø5/8" 5/8" 4.00 8.00 3.83 --- --- --- 122.56 --- ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-2 [] 1, 3/8",[email protected], [email protected],3/8" 4.00 19.00 1.28 --- 97.28 --- --- --- ---

R @ .25, C/E

3/8" 4.00 19.00 --- 0.00 --- --- --- ---

3/8" 4.00 19.00 --- 0.00 --- --- --- ---

16Ø3/4" 3/4" 4.00 16.00 3.83 --- --- --- --- 245.12 ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-3 [] 2, 3/8",[email protected], [email protected],3/8" 4.00 27.00 1.20 --- 129.60 --- --- --- ---

R @ .20, C/E

3/8" 4.00 27.00 1.22 --- 131.76 --- --- --- ---

3/8" 4.00 27.00 1.96 --- 211.68 --- --- --- ---

PASARELA

8Ø5/8" 5/8" 14.00 8.00 3.83 --- --- --- 428.96 --- ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-1 [] 1, 3/8",[email protected], [email protected],3/8" 14.00 25.00 1.28 --- 448.00 --- --- --- ---

R @ .20, C/E

3/8" 14.00 25.00 --- 0.00 --- --- --- ---

3/8" 14.00 25.00 --- 0.00 --- --- --- ---

8Ø5/8" 5/8" 1.00 8.00 3.83 --- --- --- 30.64 --- ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-2 [] 2 3/8",[email protected], [email protected],3/8" 1.00 25.00 1.16 --- 29.00 --- --- --- ---

R @ .20, C/E

3/8" 1.00 25.00 1.16 --- 29.00 --- --- --- ---

3/8" 1.00 25.00 --- 0.00 --- --- --- ---

LONGITUD TOTAL 528.08 26408.58 930.58 7331.08 8851.20 0.00PESO TOTAL POR TIPO DE F° (kg) 117.23 15316.98 921.27 11363.17 19826.69 0.00

PESO TOTAL (kg) 47545.35

Page 78: Sustento de Metrados - Estructura Final

5.06.03 ACERO DE REFUERZO fy=4200 kg/cm2 2705.01 KG

TIPO DETALLE Ø LONG.1/4" 3/8" 1/2" 5/8" 3/4" 1"

0.25 0.58 0.99 1.55 2.24 3.97

BLOQUE "A" R= 0.075

0.04 0.28

3/8" 4.00 8.00 2.29 --- 109.76 --- --- --- ---

3.58 X 2.050.20 @ 3/8" 4.00 13.00 3.43 --- 119.08 --- --- --- ---

2.05

3.43 @ 0.28

0.04 0.28

3/8" 2.00 6.00 1.69 --- 40.68 --- --- --- ---

3.54 X 1.450.20 @ 3/8" 2.00 13.00 3.39 --- 43.94 --- --- --- ---

1.45

3.39 @ 0.28

0.04 0.28

3/8" 2.00 6.00 1.69 --- 40.32 --- --- --- ---

3.51 X 1.450.20 @ 3/8" 2.00 13.00 3.36 --- 43.94 --- --- --- ---

1.45

3.36 @ 0.28

0.04 0.28

3/8" 2.00 6.00 1.69 --- 18.60 --- --- --- ---

1.70 X 1.450.20 @ 3/8" 2.00 7.00 1.55 --- 23.66 --- --- --- ---

1.45

1.55 @ 0.28

0.04 0.28

3/8" 2.00 6.00 1.69 --- 35.28 --- --- --- ---

3.09 X 1.450.20 @ 3/8" 2.00 11.00 2.94 --- 40.56 --- --- --- ---

1.45

2.94 @ 0.28

0.04 0.28

3/8" 2.00 6.00 1.69 --- 35.64 --- --- --- ---

3.12 X 1.450.20 @ 3/8" 2.00 12.00 2.97 --- 40.56 --- --- --- ---

1.45

2.97 @ 0.28

BLOQUE "B" R= 0.075

0.04 0.28

3/8" 2.00 6.00 1.69 --- 46.56 --- --- --- ---

4.03 X 1.350.30 @ 3/8" 2.00 15.00 3.88 --- 50.70 --- --- --- ---

1.35

3.88 @ 0.28

0.04 0.28

3/8" 2.00 6.00 1.59 --- 24.24 --- --- --- ---

2.17 X 1.350.20 @ 3/8" 2.00 8.00 2.02 --- 25.44 --- --- --- ---

1.35

2.02 @ 0.28

0.04 0.28

3/8" 1.00 6.00 1.59 --- 17.82 --- --- --- ---

3.12 X 1.350.20 @ 3/8" 1.00 12.00 2.97 --- 19.08 --- --- --- ---

1.35

2.97 @ 0.28

0.04 0.28

3/8" 2.00 6.00 1.59 --- 46.20 --- --- --- ---

4.00 X 1.350.20 @ 3/8" 2.00 15.00 3.85 --- 47.70 --- --- --- ---

1.35

3.85 @ 0.28

0.04 0.28

3/8" 2.00 6.00 1.69 --- 49.44 --- --- --- ---

4.27 X 1.350.30 @ 3/8" 2.00 16.00 4.12 --- 54.08 --- --- --- ---

1.35

4.12 @ 0.28

0.04 0.28

3/8" 2.00 6.00 1.69 --- 62.52 --- --- --- ---

5.36 X 1.350.30 @ 3/8" 2.00 20.00 5.21 --- 67.60 --- --- --- ---

1.35

5.21 @ 0.28

0.04 0.28

3/8" 2.00 6.00 1.69 --- 53.40 --- --- --- ---

4.60 X 1.350.30 @ 3/8" 2.00 17.00 4.45 --- 57.46 --- --- --- ---

1.35

4.45 @ 0.28

0.04 0.28

3/8" 2.00 6.00 1.69 --- 23.28 --- --- --- ---

N° ELEMEN. IGUALES

N° DE PIEZAS POR

ELEMENTO

Page 79: Sustento de Metrados - Estructura Final

0.28

3/8" 2.00 6.00 1.69 --- 23.28 --- --- --- ---

2.09 X 1.350.30 @ 3/8" 2.00 8.00 1.94 --- 27.04 --- --- --- ---

1.35

1.94 @ 0.28

0.04 0.28

3/8" 1.00 6.00 1.69 --- 41.10 --- --- --- ---

7.00 X 1.350.30 @ 3/8" 1.00 25.00 6.85 --- 42.25 --- --- --- ---

1.35

6.85 @ 0.28

Page 80: Sustento de Metrados - Estructura Final

BLOQUE "c" R= 0.075

0.04 0.28

3/8" 1.00 6.00 1.69 --- 29.34 --- --- --- ---

5.04 X 1.350.30 @ 3/8" 1.00 18.00 4.89 --- 30.42 --- --- --- ---

1.35

4.89 @ 0.28

0.04 0.28

3/8" 1.00 6.00 1.79 --- 30.00 --- --- --- ---

5.15 X 1.450.30 @ 3/8" 1.00 19.00 5.00 --- 34.01 --- --- --- ---

1.45

5.00 @ 0.28

0.04 0.28

3/8" 8.00 6.00 1.69 --- 189.12 --- --- --- ---

4.09 X 1.350.30 @ 3/8" 8.00 15.00 3.94 --- 202.80 --- --- --- ---

1.35

3.94 @ 0.28

0.04 0.28

3/8" 2.00 6.00 1.79 --- 41.88 --- --- --- ---

3.64 X 1.450.30 @ 3/8" 2.00 13.00 3.49 --- 46.54 --- --- --- ---

1.45

3.49 @ 0.28

0.04 0.28

3/8" 2.00 6.00 1.79 --- 44.88 --- --- --- ---

3.89 X 1.450.30 @ 3/8" 2.00 14.00 3.74 --- 50.12 --- --- --- ---

1.45

3.74 @ 0.28

0.04 0.28

3/8" 12.00 6.00 1.79 --- 249.84 --- --- --- ---

3.62 X 1.450.30 @ 3/8" 12.00 13.00 3.47 --- 279.24 --- --- --- ---

1.45

3.47 @ 0.28

BLOQUE "D" R= 0.075

0.04 0.28

3/8" 8.00 6.00 1.79 --- 223.68 --- --- --- ---

4.81 X 1.450.30 @ 3/8" 8.00 18.00 4.66 --- 257.76 --- --- --- ---

1.45

4.66 @ 0.28

0.04 0.28

3/8" 4.00 6.00 1.79 --- 57.60 --- --- --- ---

2.55 X 1.450.30 @ 3/8" 4.00 10.00 2.40 --- 71.60 --- --- --- ---

1.45

2.40 @ 0.28

0.04 0.28

3/8" 12.00 6.00 1.79 --- 190.80 --- --- --- ---

2.80 X 1.450.30 @ 3/8" 12.00 10.00 2.65 --- 214.80 --- --- --- ---

1.45

2.65 @ 0.28

BLOQUE "E" R= 0.075

0.04 0.28

3/8" 4.00 6.00 1.79 --- 118.32 --- --- --- ---

5.08 X 1.450.30 @ 3/8" 4.00 19.00 4.93 --- 136.04 --- --- --- ---

1.45

4.93 @ 0.28

0.04 0.28

3/8" 1.00 6.00 1.79 --- 28.56 --- --- --- ---

4.91 X 1.450.30 @ 3/8" 1.00 18.00 4.76 --- 32.22 --- --- --- ---

1.45

4.76 @ 0.28

0.04 0.28

3/8" 1.00 6.00 1.79 --- 24.96 --- --- --- ---

4.31 X 1.450.30 @ 3/8" 1.00 16.00 4.16 --- 28.64 --- --- --- ---

1.45

4.16 @ 0.28

0.04 0.28

3/8" 1.00 6.00 1.79 --- 12.30 --- --- --- ---

2.20 X 1.450.30 @ 3/8" 1.00 8.00 2.05 --- 14.32 --- --- --- ---

1.45

2.05 @ 0.28

0.04 0.28

3/8" 1.00 6.00 1.79 --- 14.40 --- --- --- ---

2.55 X 1.450.30 @ 3/8" 1.00 10.00 2.40 --- 17.90 --- --- --- ---

Page 81: Sustento de Metrados - Estructura Final

2.55 X 1.45

1.45

3/8" 1.00 10.00 2.40 --- 17.90 --- --- --- ---

2.40 @ 0.28

0.04 0.28

3/8" 1.00 6.00 1.79 --- 24.78 --- --- --- ---

4.28 X 1.450.30 @ 3/8" 1.00 16.00 4.13 --- 28.64 --- --- --- ---

Page 82: Sustento de Metrados - Estructura Final

4.28 X 1.45

1.45

3/8" 1.00 16.00 4.13 --- 28.64 --- --- --- ---

4.13 @ 0.28

0.04 0.28

3/8" 3.00 6.00 1.79 --- 76.50 --- --- --- ---

4.40 X 1.450.30 @ 3/8" 3.00 16.00 4.25 --- 85.92 --- --- --- ---

1.45

4.25 @ 0.28

0.04 0.28

3/8" 3.00 6.00 1.79 --- 53.10 --- --- --- ---

3.10 X 1.450.30 @ 3/8" 3.00 12.00 2.95 --- 64.44 --- --- --- ---

1.45

2.95 @ 0.28

EJE F

0.04 0.28

3/8" 3.00 6.00 1.79 --- 60.30 --- --- --- ---

3.50 X 1.450.30 @ 3/8" 3.00 13.00 3.35 --- 69.81 --- --- --- ---

1.45

3.35 @ 0.28

0.04 0.28

3/8" 1.00 6.00 1.79 --- 26.40 --- --- --- ---

4.55 X 1.450.30 @ 3/8" 1.00 17.00 4.40 --- 30.43 --- --- --- ---

1.45

4.40 @ 0.28

0.04 0.28

3/8" 2.00 6.00 1.79 --- 34.20 --- --- --- ---

3.00 X 1.450.30 @ 3/8" 2.00 11.00 2.85 --- 39.38 --- --- --- ---

1.45

2.85 @ 0.28

0.04 0.28

3/8" 1.00 6.00 1.79 --- 10.56 --- --- --- ---

1.91 X 1.450.30 @ 3/8" 1.00 7.00 1.76 --- 12.53 --- --- --- ---

1.45

1.76 @ 0.28

0.04 0.28

3/8" 1.00 6.00 1.79 --- 12.48 --- --- --- ---

2.23 X 1.450.30 @ 3/8" 1.00 8.00 2.08 --- 14.32 --- --- --- ---

1.45

2.08 @ 0.28

LONGITUD TOTAL 0.00 4663.81 0.00 0.00 0.00 0.00PESO TOTAL POR TIPO DE F° (kg) 0.00 2705.01 0.00 0.00 0.00 0.00

PESO TOTAL (kg) 2705.01

Page 83: Sustento de Metrados - Estructura Final

5.07.03 ACERO DE REFUERZO fy=4200 kg/cm2 #REF! KG

TIPO DETALLE Ø LONG.1/4" 3/8" 1/2" 5/8" 3/4" 1"

0.25 0.58 0.99 1.55 2.24 3.97

1ER PISO

BLOQUE A 0.04

V 1002.00 5.00 9.17 --- --- --- 91.70 --- ---

3.57 2.00 2.00 1.65 --- --- --- 6.60 --- ---2.00 2.00 2.40 --- --- --- 9.60 --- ---

0.25X0.50 2.00 2.00 8.97 --- --- --- 35.88 --- ---2.00 1.00 --- --- --- 0.00 --- ---2.00 1.00 --- --- --- 0.00 --- ---

0.50

0.25 3/8" 2.00 62.00 1.54 --- 190.96 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

V 2004.00 5.00 9.17 --- --- --- 183.40 --- ---4.00 4.00 2.85 --- --- --- --- 11.40 ---

7.80 4.00 2.00 8.97 --- --- --- 71.76 --- ---

0.25X0.50 4.00 2.00 4.90 --- --- --- --- 9.80 ---4.00 1.00 --- --- --- --- 0.00 ---4.00 1.00 --- --- --- 0.00 --- ---

0.25

0.50 3/8" 4.00 59.00 1.54 --- 363.44 --- --- --- ---

8.15 G= 0.10

ESTRIBOS Ø 3/8"

V 1014.00 4.00 19.67 --- --- --- 314.72 --- ---4.00 2.00 19.47 --- --- --- --- 38.94 ---

7.80 4.00 4.00 19.67 --- --- --- 314.72 --- ---

0.25X0.50 4.00 2.00 19.47 --- --- --- --- 38.94 ---4.00 1.00 --- --- --- 0.00 --- ---4.00 1.00 --- --- --- --- 0.00 ---

0.25

0.50 3/8" 4.00 109.00 1.54 --- 671.44 --- --- --- ---

8.15 G= 0.10

3/8" 4.00 109.00 1.54ESTRIBOS Ø 3/8"

BLOQUE B R= 0.040 M

0.35 8.57

0.35 5/8" 1.00 7.00 9.27 --- --- --- 64.89 --- ---V-100 2 Ø 1/2"

ACERO NEGATIVO5/8" 1.00 4.00 1.96 --- --- --- 7.84 --- ---25X50

5/8" 1.00 2.00 2.40 --- --- --- 4.80 --- ---

0.25

L= 8.65

0.50 3/8" 1.00 61.00 1.54 --- 93.94 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 1, 1/4",[email protected], [email protected], R @ .20, C/E

0.35 8.57

0.35 1" 2.00 5.00 9.27 --- --- --- --- --- 92.70

2 Ø 1"

V-200 ACERO NEGATIVO5/8" 2.00 2.00 9.27 --- --- --- 37.08 --- ---

25X503/4" 2.00 4.00 2.91 --- --- --- --- 23.28 ---

3/4" 2.00 2.00 5.35 --- --- --- --- 21.40 ---0.25

L= 8.65

0.50 1/4" 2.00 63.00 1.54 194.04 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 1, 1/4",[email protected], [email protected], R @ .20, C/E

V-300 0.35 8.92

0.35 5/8" 2.00 7.00 9.62 --- --- --- 134.68 --- ---

4 Ø 5/8"ACERO NEGATIVO

5/8" 2.00 7.00 8.22 --- --- --- 115.08 --- ---30X50

0.35 7.52

0.35 --- --- --- --- --- ---

3 Ø 5/8"ACERO POSITIVO

0.30

L= 9.00

0.60 1/4" 2.00 43.00 1.84 158.24 --- --- --- --- ---

L= 7.60 G= 0.10

1/4" 2.00 40.00 1.84 147.20 --- --- --- --- ---ESTRIBOS Ø 3/8"

[] 1, 1/4",[email protected], [email protected], R @ .20, C/E

V-101 0.35 16.10

0.35 5/8" 2.00 2.00 16.80 --- --- --- 67.20 --- ---

2.00 Ø 5/8"ACERO NEGATIVO

16.10

-----------------------------------1/2" 2.00 2.00 16.10 --- --- 64.40 --- --- ---

2.00 Ø 1/2"

0.25X0.50

0.35 16.10

0.35 5/8" 2.00 2.00 16.80 --- --- --- 67.20 --- ---

2.00 Ø 5/8"ACERO POSITIVO

0.50

L= 16.18

0.25 3/8" 2.00 81.00 1.54 --- 249.48 --- --- --- ---

G= 0.10

N° ELEMEN. IGUALES

N° DE PIEZAS POR ELEMEN.

5/8"5/8"5/8"5/8"5/8"5/8"

5/8"3/4"5/8"3/4"3/4"5/8"

5/8"3/4"5/8"3/4"5/8"3/4"

Page 84: Sustento de Metrados - Estructura Final

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

V-101 0.35 3.64

0.35 5/8" 1.00 2.00 4.34 --- --- --- 8.68 --- ---

2.00 Ø 5/8"ACERO NEGATIVO

3.64

-----------------------------------1/2" 1.00 2.00 3.64 --- --- 7.28 --- --- ---

2.00 Ø 1/2"

0.25X0.50

0.35 3.64

0.35 5/8" 1.00 2.00 4.34 --- --- --- 8.68 --- ---

2.00 Ø 5/8"ACERO POSITIVO

0.50

L= 3.72

0.25 3/8" 1.00 20.00 1.54 --- 30.80 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

V-201 0.35 5.64

0.35 1" 1.00 2.00 6.34 --- --- --- --- --- 12.68

2.00 Ø 5/8"ACERO NEGATIVO

3/4" 1.00 4.00 2.96 --- --- --- --- 11.84 ---5.64

-----------------------------------5/8" 1.00 2.00 5.64 --- --- --- 11.28 --- ---

2.00 Ø 1/2"

3/4" 1.00 3.00 4.90 --- --- --- --- 14.70 ---0.25X0.50

0.35 5.64

0.35 1" 1.00 3.00 6.34 --- --- --- --- --- 19.02

2.00 Ø 5/8"ACERO POSITIVO

0.50

L= 5.72

0.25 3/8" 1.00 33.00 1.70 --- 56.10 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

BLOQUE C R= 0.040 M

V-100 0.35 11.66

0.35 1" 3.00 2.00 12.36 --- --- --- --- --- 74.16

2.00 Ø 5/8"ACERO NEGATIVO

3/4" 3.00 2.00 5.06 --- --- --- --- 30.36 ---11.66

5/8" 3.00 3.00 5.06 --- --- --- 45.54 --- ---

-----------------------------------3/4" 3.00 2.00 2.76 --- --- --- --- 16.56 ---

2.00 Ø 1/2"9.42

5/8" 3.00 2.00 9.42 --- --- --- 56.52 --- ---0.35X0.80

0.50 9.42

0.50 1" 3.00 3.00 10.42 --- --- --- --- --- 93.78

2.00 Ø 5/8"ACERO POSITIVO

3/4" 3.00 2.00 5.85 --- --- --- --- 35.10 ---0.35

L= 11.74

0.80L= 11.74

3/8" 3.00 56.00 2.50 --- 420.00 --- --- --- ---L= 9.50 G= 0.10

L= 9.503/8" 3.00 28.00 1.14 --- 95.76 --- --- --- ---

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

V-200 0.35 9.62

0.35 5/8" 4.00 2.00 10.32 --- --- --- 82.56 --- ---

2.00 Ø 5/8"ACERO NEGATIVO

5/8" 4.00 4.00 5.06 --- --- --- 80.96 --- ---11.66

5/8" 4.00 2.00 2.95 --- --- --- 23.60 --- ---

-----------------------------------5/8" 4.00 1.00 1.96 --- --- --- 7.84 --- ---

2.00 Ø 1/2"9.42

1/2" 4.00 2.00 9.42 --- --- 75.36 --- --- ---0.25X0.50

0.30 9.42

0.30 5/8" 4.00 3.00 10.02 --- --- --- 120.24 --- ---

2.00 Ø 5/8"ACERO POSITIVO

--- --- --- --- --- ---0.25

L= 9.70

0.50L= 11.74

3/8" 4.00 112.00 1.70 --- 761.60 --- --- --- ---L= 9.50 G= 0.10

L= 9.503/8" 4.00 28.00 0.94 --- 105.28 --- --- --- ---

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

V-300 0.35 35.07

0.35 5/8" 2.00 4.00 35.77 --- --- --- 286.16 --- ---

2.00 Ø 5/8"

5/8" 0.00 2.00 2.95 --- --- --- 0.00 --- ---

0.35 26.39

0.35 5/8" 1.00 4.00 27.09 --- --- --- 108.36 --- ---

2.00 Ø 5/8"4.45

0.25X0.40

0.35 4.45

0.35 5/8" 1.00 3.00 5.15 --- --- --- 15.45 --- ---

2.00 Ø 5/8"

0.25

L= 35.15

0.40L= 26.47

3/8" 2.00 184.00 1.34 --- 493.12 --- --- --- ---L= 4.53 G= 0.10

3/8" 1.00 138.00 1.34 --- 184.92 --- --- --- ---ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected],3/8" 1.00 23.00 1.34 --- 30.82 --- --- --- --- R @ .20, C/E

V-400 0.35 11.66

0.35 5/8" 2.00 7.00 12.36 --- --- --- 173.04 --- ---

2.00 Ø 5/8"

Page 85: Sustento de Metrados - Estructura Final

V-400ACERO NEGATIVO

0.25X0.50

0.35 11.66

0.35

2.00 Ø 5/8"ACERO POSITIVO

0.50

L= 11.74

0.25 3/8" 2.00 122.00 1.54 --- 375.76 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

BLOQUE D R= 0.040 M

V-100 0.35 13.39

0.35 1" 5.00 2.00 14.09 --- --- --- --- --- 140.90

2.00 ØACERO NEGATIVO

3/4" 5.00 2.00 5.21 --- --- --- --- 52.10 ---2.92

5/8" 5.00 3.00 5.11 --- --- --- 76.65 --- ---10.64

-----------------------------------1" 5.00 2.00 2.86 --- --- --- --- --- 28.60

2.00 Ø10.64

3/4" 5.00 2.00 10.64 --- --- --- --- 106.40 ---0.35X0.90

0.50 10.64

0.50 1" 5.00 3.00 11.64 --- --- --- --- --- 174.60

2.00 Ø 5/8"ACERO POSITIVO

3/4" 5.00 2.00 7.42 --- --- --- --- 74.20 ---0.35

L= 13.47

0.90L= 3.00

3/8" 5.00 64.00 2.70 --- 864.00 --- --- --- ---L= 10.72 G= 0.10

3/8" 5.00 24.00 1.14 --- 136.80 --- --- --- ---ESTRIBOS Ø 3/8"

[] 1, 3/8",[email protected],[email protected], R @ .20, C/E

V-200 0.35 13.39

0.35 5/8" 4.00 2.00 10.99 --- --- --- 87.92 --- ---

2.00 ØACERO NEGATIVO

5/8" 4.00 4.00 3.41 --- --- --- 54.56 --- ---2.92

5/8" 4.00 2.00 2.95 --- --- --- 23.60 --- ---10.64

-----------------------------------5/8" 4.00 1.00 2.06 --- --- --- 8.24 --- ---

2.00 Ø10.64

1/2" 4.00 2.00 10.64 --- --- 85.12 --- --- ---0.25X0.50

0.50 10.64

0.50 5/8" 4.00 3.00 11.64 --- --- --- 139.68 --- ---

2.00 Ø 5/8"ACERO POSITIVO

--- --- --- --- --- ---0.25

L= 13.47

0.50L= 3.00

3/8" 4.00 32.00 1.54 --- 197.12 --- --- --- ---L= 10.72 G= 0.10

3/8" 4.00 21.00 0.94 --- 78.96 --- --- --- ---ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected],3/8" 4.00 32.00 1.54 R @ .20, C/E

V-300 0.35 28.63

0.35 5/8" 3.00 4.00 29.33 --- --- --- 351.96 --- ---

2.00 Ø 5/8"ACERO NEGATIVO

0.25X0.403/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---

3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---

ACERO POSITIVO3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---

L= 3.25 0.40

L= 3.20

0.25

3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---L= 3.20L= 3.25

3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---L= 3.25L= 3.25

3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---L= 3.25 G= 0.10

L= 3.253/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected],3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- --- R @ .20, C/E

BLOQUE E R= 0.040 M

V-100 0.35 19.47

0.35 5/8" 2.00 6.00 20.17 --- --- --- 242.04 --- ---

6.00 Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.35 19.47

0.35 5/8" 2.00 6.00 20.17 --- --- --- 242.04 --- ---

6.00 Ø 5/8"ACERO POSITIVO

0.503/8" 2.00 169.00 1.54 --- 520.52 --- --- --- ---

L= 19.55

0.25 3/8" 2.00 169.00 1.54 --- 520.52 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

V-101 0.35 4.17

0.35 5/8" 2.00 7.00 4.87 --- --- --- 68.18 --- ---

2.00 Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.35 4.17

0.35 5/8" 2.00 7.00 4.87 --- --- --- 68.18 --- ---

2.00 Ø 5/8"ACERO POSITIVO

0.50

L= 4.25

0.25 3/8" 2.00 26.00 1.54 --- 80.08 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

Page 86: Sustento de Metrados - Estructura Final

V-101 0.35 19.37

0.35 5/8" 2.00 7.00 20.07 --- --- --- 280.98 --- ---

2.00 Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.35 19.37

0.35 5/8" 2.00 7.00 20.07 --- --- --- 280.98 --- ---

2.00 Ø 5/8"ACERO POSITIVO

0.50

L= 19.45

0.25 3/8" 2.00 112.00 1.54 --- 344.96 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

0.35 11.04

0.35 1/2" 3.00 2.00 11.74 --- --- 70.44 --- --- ---

2.00 Ø 5/8"ACERO NEGATIVO

VR 11.04

-----------------------------------1/2" 3.00 2.00 11.04 --- --- 66.24 --- --- ---

2.00 Ø 1/2"

0.25X0.50

0.35 11.04

0.35 1/2" 3.00 2.00 11.74 --- --- 70.44 --- --- ---

2.00 Ø 5/8"ACERO POSITIVO

0.50

L= 11.12

0.25 1/4" 3.00 64.00 1.54 295.68 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 1, 1/4",[email protected], [email protected], R @ .20, C/E

0.35 4.83

0.35 1/2" 2.00 2.00 5.53 --- --- 22.12 --- --- ---

2.00 Ø 5/8"ACERO NEGATIVO

VR 4.83

-----------------------------------1/2" 2.00 2.00 4.83 --- --- 19.32 --- --- ---

2.00 Ø 1/2"

0.25X0.50

0.35 4.83

0.35 1/2" 2.00 2.00 5.53 --- --- 22.12 --- --- ---

2.00 Ø 5/8"ACERO POSITIVO

0.50

L= 4.91

0.25 1/4" 2.00 29.00 1.54 89.32 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 1, 1/4",[email protected], [email protected], R @ .20, C/E

V-101 0.35 5.64

0.35 1/2" 3.00 2.00 6.34 --- --- 38.04 --- --- ---

2.00 Ø 1/2"ACERO NEGATIVO

5.64

-----------------------------------1/2" 3.00 2.00 5.64 --- --- 33.84 --- --- ---

2.00 Ø 1/2"

0.25X0.50

0.35 5.64

0.35 1/2" 3.00 2.00 6.34 --- --- 38.04 --- --- ---

2.00 Ø 1/2"ACERO POSITIVO

0.50

L= 5.72

0.25 1/4" 3.00 33.00 1.70 168.30 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 1, 1/4",[email protected], [email protected], R @ .20, C/E

V-102 0.35 4.83

0.35 5/8" 3.00 3.00 5.53 --- --- --- 49.77 --- ---

2.00 Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.35 4.83

0.35 5/8" 3.00 3.00 5.53 --- --- --- 49.77 --- ---

2.00 Ø 5/8"ACERO POSITIVO

0.50

L= 4.91

0.25 3/8" 3.00 29.00 1.54 --- 133.98 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

V-200 0.35 11.04

0.35 5/8" 1.00 2.00 11.39 --- --- --- 22.78 --- ---

2.00 ØACERO NEGATIVO

5/8" 1.00 2.00 4.61 --- --- --- 9.22 --- ---3.92

5/8" 1.00 2.00 3.09 --- --- --- 6.18 --- ---11.04

-----------------------------------5/8" 1.00 2.00 11.04 --- --- --- 22.08 --- ---

2.00 Ø5.15

5/8" 1.00 2.00 5.15 --- --- --- 10.30 --- ---0.25X0.50

0.50 11.04

0.50 5/8" 1.00 2.00 12.04 --- --- --- 24.08 --- ---

2.00 Ø 5/8"ACERO POSITIVO

--- --- --- --- --- ---0.25

L= 11.12

0.50L= 4.00

3/8" 1.00 49.00 1.70 --- 83.30 --- --- --- ---L= 2.48 G= 0.10

--- --- --- --- --- ---ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

BLOQUE F R= 0.040 M

Page 87: Sustento de Metrados - Estructura Final

V 100L= 25.81 1/2" 2.00 6.00 26.41 --- --- 316.92 --- --- ---L= 22.37 1/2" 1.00 6.00 22.97 --- --- 137.82 --- --- ---L= 2.35 1/2" 1.00 6.00 2.95 --- --- 17.70 --- --- ---

.25X.40 --- --- --- --- --- ------ --- --- --- --- ---

0.401/4" 2.00 138.00 1.34 369.84 --- --- --- --- ---

0.25 1/4" 1.00 118.00 1.34 158.12 --- --- --- --- ---

G= 0.10

1/4" 1.00 19.00 1.34 25.46 --- --- --- --- ---ESTRIBOS Ø 3/8"

V 200--- --- --- --- --- ---

L= 20.27 5/8" 3.00 8.00 20.97 --- --- --- 503.28 --- ------ --- --- --- --- ---

0.70

0.25X0.70

0.25 3/8" 3.00 102.00 1.94 --- 593.64 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

V 100--- --- --- --- --- ---

L= 12.11 1/2" 4.00 6.00 12.81 --- --- 307.44 --- --- ------ --- --- --- --- ---

0.40

0.25X0.4

0.25 1/4" 4.00 63.00 1.50 378.00 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

V 100--- --- --- --- --- ---

L= 6.51 1/2" 4.00 6.00 7.21 --- --- 173.04 --- --- ---L= 2.90 1/2" 4.00 6.00 3.60 --- --- 86.40 --- --- ---

0.40

0.25X0.40

0.25 1/4" 4.00 23.00 1.34 123.28 --- --- --- --- ---

G= 0.10

1/4" 4.00 17.00 1.34 91.12 --- --- --- --- ---ESTRIBOS Ø 1/2"

BLOQUE G R= 0.040 M

V 100--- --- --- --- --- ---

L= 10.66 1.00 6.00 7.46 --- --- --- 44.77 --- ---L= 10.66 1.00 6.00 7.46 --- --- --- 44.77 --- ---

.30X.60

0.603/8" 1.00 58.00 1.84 --- 106.72 --- --- --- ---

0.30 3/8" 1.00 55.00 1.84 --- 101.20 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

V 101--- --- --- --- --- ---

L= 11.96 2.00 6.00 8.37 --- --- --- 100.46 --- ---L= 22.46 2.00 6.00 15.72 --- --- --- 188.66 --- ---

.25X.50 L= 13.40 1.00 6.00 9.38 --- --- --- 56.28 --- ---

0.50

3/8" 2.00 60.00 1.54 --- 184.80 --- --- --- ---

0.25 3/8" 2.00 119.00 1.54 --- 366.52 --- --- --- ---

G= 0.10

3/8" 1.00 72.00 1.54 --- 110.88 --- --- --- ---ESTRIBOS Ø 3/8"

V 200--- --- --- --- --- ---

L= 10.66 2.00 5.00 7.46 --- --- --- --- --- 37.313/4 2.00 2.00 10.58 --- --- --- --- --- ---

0.85

.35X.85

0.35 3/8" 2.00 84.00 2.44 --- 409.92 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

2DO PISOBLOQUE C R= 0.040 M

V-100 0.35 11.66

0.35 1" 3.00 2.00 12.36 --- --- --- --- --- 74.16

2.00 Ø 5/8"ACERO NEGATIVO

3/4" 3.00 2.00 5.06 --- --- --- --- 30.36 ---11.66

5/8" 3.00 3.00 5.06 --- --- --- 45.54 --- ---

-----------------------------------3/4" 3.00 2.00 2.76 --- --- --- --- 16.56 ---

2.00 Ø 1/2"9.42

5/8" 3.00 2.00 9.42 --- --- --- 56.52 --- ---0.35X0.80

0.50 9.42

0.50 1" 3.00 3.00 10.42 --- --- --- --- --- 93.78

2.00 Ø 5/8"ACERO POSITIVO

3/4" 3.00 2.00 5.85 --- --- --- --- 35.10 ---0.35

L= 11.74

0.80L= 11.74

3/8" 3.00 56.00 2.50 --- 420.00 --- --- --- ---L= 9.50 G= 0.10

L= 9.503/8" 3.00 28.00 1.14 --- 95.76 --- --- --- ---

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

V-200 0.35 9.62

0.35 5/8" 4.00 2.00 10.32 --- --- --- 82.56 --- ---

2.00 Ø 5/8"ACERO NEGATIVO

5/8" 4.00 4.00 5.06 --- --- --- 80.96 --- ---11.66

5/8" 4.00 2.00 2.95 --- --- --- 23.60 --- ---

-----------------------------------5/8" 4.00 1.00 1.96 --- --- --- 7.84 --- ---

2.00 Ø 1/2"9.42

1/2" 4.00 2.00 9.42 --- --- 75.36 --- --- ---0.25X0.50

0.30 9.42

0.30 5/8" 4.00 3.00 10.02 --- --- --- 120.24 --- ---

5/8"5/8"

5/8"5/8"5/8"

1"

Page 88: Sustento de Metrados - Estructura Final

0.30

2.00 Ø 5/8" 0.30 5/8" 4.00 3.00 10.02 --- --- --- 120.24 --- ---

ACERO POSITIVO--- --- --- --- --- ---

0.25

L= 9.70

0.50

L= 11.743/8" 4.00 112.00 1.70 --- 761.60 --- --- --- ---

L= 9.50 G= 0.10

L= 9.503/8" 4.00 28.00 0.94 --- 105.28 --- --- --- ---

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

V-300 0.35 35.07

0.35 5/8" 2.00 4.00 35.77 --- --- --- 286.16 --- ---

2.00 Ø 5/8"

5/8" 0.00 2.00 2.95 --- --- --- 0.00 --- ---

0.35

26.39

0.35 5/8" 1.00 4.00 27.09 --- --- --- 108.36 --- ---

2.00 Ø 5/8"4.45

0.25X0.40

0.35 4.45

0.35 5/8" 1.00 3.00 5.15 --- --- --- 15.45 --- ---

2.00 Ø 5/8"

0.25

L= 35.15

0.40L= 26.47

3/8" 2.00 184.00 1.34 --- 493.12 --- --- --- ---L= 4.53 G= 0.10

3/8" 1.00 138.00 1.34 --- 184.92 --- --- --- ---ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected],3/8" 1.00 23.00 1.34 --- 30.82 --- --- --- --- R @ .20, C/E

V-400 0.35 11.66

0.35 5/8" 2.00 7.00 12.36 --- --- --- 173.04 --- ---

2.00 Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.35 11.66

0.35

2.00 Ø 5/8"ACERO POSITIVO

0.50

L= 11.74

0.25 3/8" 2.00 122.00 1.54 --- 375.76 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

BLOQUE D R= 0.040 M

V-100 0.35 13.39

0.35 1" 5.00 2.00 14.09 --- --- --- --- --- 140.90

2.00 ØACERO NEGATIVO

3/4" 5.00 2.00 5.21 --- --- --- --- 52.10 ---2.92

5/8" 5.00 3.00 5.11 --- --- --- 76.65 --- ---10.64

-----------------------------------1" 5.00 2.00 2.86 --- --- --- --- --- 28.60

2.00 Ø10.64

3/4" 5.00 2.00 10.64 --- --- --- --- 106.40 ---0.35X0.90

0.50 10.64

0.50 1" 5.00 3.00 11.64 --- --- --- --- --- 174.60

2.00 Ø 5/8"ACERO POSITIVO

3/4" 5.00 2.00 7.42 --- --- --- --- 74.20 ---0.35

L= 13.47

0.90L= 3.00

3/8" 5.00 64.00 2.70 --- 864.00 --- --- --- ---L= 10.72 G= 0.10

3/8" 5.00 24.00 1.14 --- 136.80 --- --- --- ---ESTRIBOS Ø 3/8"

[] 1, 3/8",[email protected],[email protected], R @ .20, C/E

V-200 0.35 13.39

0.35 5/8" 4.00 2.00 10.99 --- --- --- 87.92 --- ---

2.00 ØACERO NEGATIVO

5/8" 4.00 4.00 3.41 --- --- --- 54.56 --- ---2.92

5/8" 4.00 2.00 2.95 --- --- --- 23.60 --- ---10.64

-----------------------------------5/8" 4.00 1.00 2.06 --- --- --- 8.24 --- ---

2.00 Ø10.64

1/2" 4.00 2.00 10.64 --- --- 85.12 --- --- ---0.25X0.50

0.50 10.64

0.50 5/8" 4.00 3.00 11.64 --- --- --- 139.68 --- ---

2.00 Ø 5/8"ACERO POSITIVO

--- --- --- --- --- ---0.25

L= 13.47

0.50L= 3.00

3/8" 4.00 32.00 1.54 --- 197.12 --- --- --- ---L= 10.72 G= 0.10

3/8" 4.00 21.00 0.94 --- 78.96 --- --- --- ---ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected],3/8" 4.00 32.00 1.54 R @ .20, C/E

V-300 0.35 28.63

0.35 5/8" 3.00 4.00 29.33 --- --- --- 351.96 --- ---

2.00 Ø 5/8"ACERO NEGATIVO

0.25X0.403/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---

3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---

ACERO POSITIVO3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---

L= 3.25 0.40

L= 3.20

0.25

3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---L= 3.20L= 3.25

3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---L= 3.25L= 3.25

3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---L= 3.25 G= 0.10

L= 3.253/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---

ESTRIBOS Ø 3/8"

Page 89: Sustento de Metrados - Estructura Final

[] 3, 3/8",[email protected], [email protected],3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- --- R @ .20, C/E

BLOQUE E R= 0.040 M

V-100 0.35 19.47

0.35 5/8" 2.00 6.00 20.17 --- --- --- 242.04 --- ---

6.00 Ø 5/8"ACERO NEGATIVO

0.25X0.500.

35 19.47

0.35 5/8" 2.00 6.00 20.17 --- --- --- 242.04 --- ---

6.00 Ø 5/8"ACERO POSITIVO

0.503/8" 2.00 169.00 1.54 --- 520.52 --- --- --- ---

L= 19.55

0.25 3/8" 2.00 169.00 1.54 --- 520.52 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

V-101 0.35 4.17

0.35 5/8" 2.00 7.00 4.87 --- --- --- 68.18 --- ---

2.00 Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.35 4.17

0.35 5/8" 2.00 7.00 4.87 --- --- --- 68.18 --- ---

2.00 Ø 5/8"ACERO POSITIVO

0.50

L= 4.25

0.25 3/8" 2.00 26.00 1.54 --- 80.08 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

V-101 0.35 19.37

0.35 5/8" 2.00 7.00 20.07 --- --- --- 280.98 --- ---

2.00 Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.35 19.37

0.35 5/8" 2.00 7.00 20.07 --- --- --- 280.98 --- ---

2.00 Ø 5/8"ACERO POSITIVO

0.50

L= 19.45

0.25 3/8" 2.00 112.00 1.54 --- 344.96 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

0.35 11.04

0.35 1/2" 3.00 2.00 11.74 --- --- 70.44 --- --- ---

2.00 Ø 5/8"ACERO NEGATIVO

VR 11.04

-----------------------------------1/2" 3.00 2.00 11.04 --- --- 66.24 --- --- ---

2.00 Ø 1/2"

0.25X0.50

0.35 11.04

0.35 1/2" 3.00 2.00 11.74 --- --- 70.44 --- --- ---

2.00 Ø 5/8"ACERO POSITIVO

0.50

L= 11.12

0.25 1/4" 3.00 64.00 1.54 295.68 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 1, 1/4",[email protected], [email protected], R @ .20, C/E

0.35 4.83

0.35 1/2" 2.00 2.00 5.53 --- --- 22.12 --- --- ---

2.00 Ø 5/8"ACERO NEGATIVO

VR 4.83

-----------------------------------1/2" 2.00 2.00 4.83 --- --- 19.32 --- --- ---

2.00 Ø 1/2"

0.25X0.50

0.35 4.83

0.35 1/2" 2.00 2.00 5.53 --- --- 22.12 --- --- ---

2.00 Ø 5/8"ACERO POSITIVO

0.50

L= 4.91

0.25 1/4" 2.00 29.00 1.54 89.32 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 1, 1/4",[email protected], [email protected], R @ .20, C/E

V-101 0.35 5.64

0.35 1/2" 3.00 2.00 6.34 --- --- 38.04 --- --- ---

2.00 Ø 1/2"ACERO NEGATIVO

5.64

-----------------------------------1/2" 3.00 2.00 5.64 --- --- 33.84 --- --- ---

2.00 Ø 1/2"

0.25X0.50

0.35 5.64

0.35 1/2" 3.00 2.00 6.34 --- --- 38.04 --- --- ---

2.00 Ø 1/2"ACERO POSITIVO

0.50

L= 5.72

0.25 1/4" 3.00 33.00 1.70 168.30 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 1, 1/4",[email protected], [email protected], R @ .20, C/E

V-102 0.35 4.83

0.35 5/8" 3.00 3.00 5.53 --- --- --- 49.77 --- ---

2.00 Ø 5/8"ACERO NEGATIVO

0.25X0.50

Page 90: Sustento de Metrados - Estructura Final

0.25X0.50

0.35 4.83

0.35 5/8" 3.00 3.00 5.53 --- --- --- 49.77 --- ---

2.00 Ø 5/8"ACERO POSITIVO

0.50

L= 4.91

0.25 3/8" 3.00 29.00 1.54 --- 133.98 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

V-200 0.35 11.04

0.35 5/8" 1.00 2.00 11.39 --- --- --- 22.78 --- ---

2.00 ØACERO NEGATIVO

5/8" 1.00 2.00 4.61 --- --- --- 9.22 --- ---3.92

5/8" 1.00 2.00 3.09 --- --- --- 6.18 --- ---11.04

-----------------------------------5/8" 1.00 2.00 11.04 --- --- --- 22.08 --- ---

2.00 Ø5.15

5/8" 1.00 2.00 5.15 --- --- --- 10.30 --- ---0.25X0.50

0.50 11.04

0.50 5/8" 1.00 2.00 12.04 --- --- --- 24.08 --- ---

2.00 Ø 5/8"ACERO POSITIVO

--- --- --- --- --- ---0.25

L= 11.12

0.50

L= 4.003/8" 1.00 49.00 1.70 --- 83.30 --- --- --- ---

L= 2.48 G= 0.10

--- --- --- --- --- ---ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

BLOQUE F R= 0.040 M

V SOPORTEL= 25.81 3/8" 2.00 18.00 26.41 --- 950.76 --- --- --- ---L= 22.37 3/8" 2.00 18.00 22.97 --- 826.92 --- --- --- ---

--- --- --- --- --- ------ --- --- --- --- ------ --- --- --- --- ---

3/8" 2.00 138.00 1.56 --- 430.56 --- --- --- ---

3/8" 2.00 118.00 1.34 --- 316.24 --- --- --- ---G= 0.10

--- --- --- --- --- ---ESTRIBOS Ø 3/8"

V 200--- --- --- --- --- ---

L= 20.27 5/8" 1.00 8.00 20.97 --- --- --- 167.76 --- ------ --- --- --- --- ---

0.70

0.25X0.70

0.25 3/8" 3.00 102.00 1.94 --- 593.64 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

V 100--- --- --- --- --- ---

L= 12.11 1/2" 2.00 6.00 12.81 --- --- 153.72 --- --- ------ --- --- --- --- ---

0.40

0.25X0.4

0.25 1/4" 4.00 63.00 1.50 378.00 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

BLOQUE G R= 0.040 M

V 100--- --- --- --- --- ---

L= 10.66 1.00 6.00 11.36 --- --- --- 68.16 --- ---L= 10.66 1.00 6.00 11.36 --- --- --- 68.16 --- ---

.30X.60

0.603/8" 1.00 58.00 1.84 --- 106.72 --- --- --- ---

0.30 3/8" 1.00 55.00 1.84 --- 101.20 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

V 101--- --- --- --- --- ---

L= 11.96 2.00 6.00 12.66 --- --- --- 151.92 --- ---L= 22.46 2.00 6.00 23.16 --- --- --- 277.92 --- ---

.25X.50 L= 13.40 1.00 6.00 14.10 --- --- --- 84.60 --- ---

0.50

3/8" 2.00 60.00 1.54 --- 184.80 --- --- --- ---

0.25 3/8" 2.00 119.00 1.54 --- 366.52 --- --- --- ---

G= 0.10

3/8" 1.00 72.00 1.54 --- 110.88 --- --- --- ---ESTRIBOS Ø 3/8"

V 200--- --- --- --- --- ---

L= 10.66 2.00 5.00 11.36 --- --- --- --- --- 56.803/4 2.00 2.00 10.58 --- --- --- --- --- ---

0.85

.35X.85

0.35 3/8" 2.00 84.00 2.44 --- 409.92 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

V 300--- --- --- --- --- ---

L= 11.96 4.00 6.00 12.66 --- --- --- --- --- 75.96L= 11.96 3/4 4.00 4.00 11.88 --- --- --- --- --- ---L= 9.26 3/4 4.00 2.00 9.18

1.00

0.35 3/8" 4.00 66.00 2.90 --- 765.60 --- --- --- ---

G= 0.10

5/8"5/8"

5/8"5/8"5/8"

1"

1"

Page 91: Sustento de Metrados - Estructura Final

ESTRIBOS Ø 3/8"

3ER PISOBLOQUE C R= 0.040 M

V-100 0.35 11.66

0.35 1" 3.00 2.00 12.36 --- --- --- --- --- 74.16

2.00 Ø 5/8"ACERO NEGATIVO

3/4" 3.00 2.00 5.06 --- --- --- --- 30.36 ---11.66

5/8" 3.00 3.00 5.06 --- --- --- 45.54 --- ---

-----------------------------------3/4" 3.00 2.00 2.76 --- --- --- --- 16.56 ---

2.00 Ø 1/2"9.42

5/8" 3.00 2.00 9.42 --- --- --- 56.52 --- ---0.35X0.80

0.50 9.42

0.50 1" 3.00 3.00 10.42 --- --- --- --- --- 93.78

2.00 Ø 5/8"ACERO POSITIVO

3/4" 3.00 2.00 5.85 --- --- --- --- 35.10 ---0.35

L= 11.74

0.80L= 11.74

3/8" 3.00 56.00 2.50 --- 420.00 --- --- --- ---L= 9.50 G= 0.10

L= 9.503/8" 3.00 28.00 1.14 --- 95.76 --- --- --- ---

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

V-200 0.35 9.62

0.35 5/8" 4.00 2.00 10.32 --- --- --- 82.56 --- ---

2.00 Ø 5/8"ACERO NEGATIVO

5/8" 4.00 4.00 5.06 --- --- --- 80.96 --- ---11.66

5/8" 4.00 2.00 2.95 --- --- --- 23.60 --- ---

-----------------------------------5/8" 4.00 1.00 1.96 --- --- --- 7.84 --- ---

2.00 Ø 1/2"9.42

1/2" 4.00 2.00 9.42 --- --- 75.36 --- --- ---0.25X0.50

0.30 9.42

0.30 5/8" 4.00 3.00 10.02 --- --- --- 120.24 --- ---

2.00 Ø 5/8"ACERO POSITIVO

--- --- --- --- --- ---0.25

L= 9.70

0.50L= 11.74

3/8" 4.00 112.00 1.70 --- 761.60 --- --- --- ---L= 9.50 G= 0.10

L= 9.503/8" 4.00 28.00 0.94 --- 105.28 --- --- --- ---

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

V-300 0.35 35.07

0.35 5/8" 2.00 4.00 35.77 --- --- --- 286.16 --- ---

2.00 Ø 5/8"

5/8" 0.00 2.00 2.95 --- --- --- 0.00 --- ---

0.35 26.39

0.35 5/8" 1.00 4.00 27.09 --- --- --- 108.36 --- ---

2.00 Ø 5/8"4.45

0.25X0.40

0.35 4.45

0.35 5/8" 1.00 3.00 5.15 --- --- --- 15.45 --- ---

2.00 Ø 5/8"

0.25

L= 35.15

0.40L= 26.47

3/8" 2.00 184.00 1.34 --- 493.12 --- --- --- ---L= 4.53 G= 0.10

3/8" 1.00 138.00 1.34 --- 184.92 --- --- --- ---ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected],3/8" 1.00 23.00 1.34 --- 30.82 --- --- --- --- R @ .20, C/E

V-400 0.35 11.66

0.35 5/8" 2.00 7.00 12.36 --- --- --- 173.04 --- ---

2.00 Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.35 11.66

0.35

2.00 Ø 5/8"ACERO POSITIVO

0.50

L= 11.74

0.25 3/8" 2.00 122.00 1.54 --- 375.76 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

BLOQUE D R= 0.040 M

V-100 0.35 13.39

0.35 1" 5.00 2.00 14.09 --- --- --- --- --- 140.90

2.00 ØACERO NEGATIVO

3/4" 5.00 2.00 5.21 --- --- --- --- 52.10 ---2.92

5/8" 5.00 3.00 5.11 --- --- --- 76.65 --- ---10.64

-----------------------------------1" 5.00 2.00 2.86 --- --- --- --- --- 28.60

2.00 Ø10.64

3/4" 5.00 2.00 10.64 --- --- --- --- 106.40 ---0.35X0.90

0.50 10.64

0.50 1" 5.00 3.00 11.64 --- --- --- --- --- 174.60

2.00 Ø 5/8"ACERO POSITIVO

3/4" 5.00 2.00 7.42 --- --- --- --- 74.20 ---0.35

L= 13.47

0.90L= 3.00 3/8" 5.00 64.00 2.70 --- 864.00 --- --- --- ---

L= 10.72 G= 0.10

3/8" 5.00 24.00 1.14 --- 136.80 --- --- --- ---ESTRIBOS Ø 3/8"

[] 1, 3/8",[email protected],[email protected], R @ .20, C/E

V-200 0.35 13.39

0.35 5/8" 4.00 2.00 10.99 --- --- --- 87.92 --- ---

2.00 ØACERO NEGATIVO

5/8" 4.00 4.00 3.41 --- --- --- 54.56 --- ---

Page 92: Sustento de Metrados - Estructura Final

2.925/8" 4.00 4.00 3.41 --- --- --- 54.56 --- ---

5/8" 4.00 2.00 2.95 --- --- --- 23.60 --- ---10.64

-----------------------------------5/8" 4.00 1.00 2.06 --- --- --- 8.24 --- ---

2.00 Ø10.64

1/2" 4.00 2.00 10.64 --- --- 85.12 --- --- ---0.25X0.50

0.50 10.64

0.50 5/8" 4.00 3.00 11.64 --- --- --- 139.68 --- ---

2.00 Ø 5/8"ACERO POSITIVO

--- --- --- --- --- ---0.25

L= 13.47

0.50L= 3.00

3/8" 4.00 32.00 1.54 --- 197.12 --- --- --- ---L= 10.72 G= 0.10

3/8" 4.00 21.00 0.94 --- 78.96 --- --- --- ---ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected],3/8" 4.00 32.00 1.54 R @ .20, C/E

V-300 0.35 28.63

0.35 5/8" 3.00 4.00 29.33 --- --- --- 351.96 --- ---

2.00 Ø 5/8"ACERO NEGATIVO

0.25X0.403/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---

3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---

ACERO POSITIVO3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---

L= 3.25 0.40

L= 3.20

0.25

3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---L= 3.20L= 3.25

3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---L= 3.25L= 3.25

3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---L= 3.25 G= 0.10

L= 3.253/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected],3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- --- R @ .20, C/E

BLOQUE G R= 0.040 M

V 100--- --- --- --- --- ---

L= 10.66 1.00 6.00 11.36 --- --- --- 68.16 --- ---L= 10.66 1.00 6.00 11.36 --- --- --- 68.16 --- ---

.30X.60

0.603/8" 1.00 58.00 1.84 --- 106.72 --- --- --- ---

0.30 3/8" 1.00 55.00 1.84 --- 101.20 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

V 101--- --- --- --- --- ---

L= 11.96 2.00 6.00 12.66 --- --- --- 151.92 --- ---L= 22.46 2.00 6.00 23.16 --- --- --- 277.92 --- ---

.25X.50 L= 13.40 1.00 6.00 14.10 --- --- --- 84.60 --- ---

0.50

3/8" 2.00 60.00 1.54 --- 184.80 --- --- --- ---

0.25 3/8" 2.00 119.00 1.54 --- 366.52 --- --- --- ---

G= 0.10

3/8" 1.00 72.00 1.54 --- 110.88 --- --- --- ---ESTRIBOS Ø 3/8"

V 200--- --- --- --- --- ---

L= 10.66 2.00 5.00 11.36 --- --- --- --- --- 56.803/4 2.00 2.00 10.58 --- --- --- --- --- ---

0.85

.35X.85

0.35 3/8" 2.00 84.00 2.44 --- 409.92 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

LONGITUD TOTAL 3129.90 28046.06 2507.36 11945.10 1114.46 1887.39PESO TOTAL POR TIPO DE F° (kg) 782.48 16266.71 2482.29 18514.91 2496.39 7492.94

PESO TOTAL (kg) 48035.71

5/8"5/8"

5/8"5/8"5/8"

1"