Metrados FINAL 1

TABIQUERIA

SEGUNDO PISODescripcion Cantidad L B HBLOQUE 3Eje-7 1 2.7 0.25 2.7

1 1 0.25 2.7Eje A 1 9.2 0.25 2.7Eje 9 1 4.45 0.25 2.7Eje 8 1 3.5 0.25 3.2

1 2.45 0.25 2.7Eje B 1 2.15 0.25 3.2Entre A y B 1 7.7 0.15 3.2Eje B 1 3.2 0.15 3.2

1 4.2 0.15 3.2Entre 7 y 8 1 8.2 0.15 3.2Entre 8 y 9 1 2.4 0.15 3.2BLOQUE 2Eje C 1 10.5 0.25 3.2Eje E 1 10.5 0.25 3.2Eje G 1 10.5 0.25 3.2Eje I 1 10.5 0.25 3.2Eje K 1 10.5 0.25 3.2Eje 7 1 9.55 0.25 3.2

1 8 0.25 2.7Eje 10 1 1.75 0.25 3.2

1 24 0.25 1.7Entre C y E 1 1.5 0.25 3.2Entre E y G 1 1.5 0.25 3.2Entre G y I 1 1.5 0.25 3.2

1 1.65 0.15 3.2Entre I y K 1 5.5 0.25 3.2

BLOQUE 1Eje-1 9 0.25 1.7Eje-3 9.5 0.25 3.2Eje-4 9.5 0.25 3.2Eje-5 9.5 0.25 3.2Eje-A 32.4 0.15 1.7Eje- D 14.3 0.25 3.2Entre ejes 2 y 3 16.4 0.15 3.2

total m2# ladrillos

Und. Descripcion Cantidad L B Parcial

1 Ofici. Operaciones 1 8.6 11 94.6 94.62 Ofici. De coordinacion 1 3.1 4.8 14.88 14.883 Atencion de profesores 1 3.1 4.8 14.88 14.884 Deposito-1 1 2.4 4.8 11.52 11.525 Ambiente tecnico 1 3.9 4.9 19.11 19.116 Oficinas de operacion 1 4.75 3.4 16.15 16.157 Hall 1 5.1 1.2 6.12 6.128 Hall 1 1.4 1.5 2.1 2.19 Hall 1 2 5.1 10.2 10.2

10 Hall 1 4.1 3.5 14.35 14.3511 Hall Administracion 1 5.6 3.75 21 2112 Hall 1 8.2 4.7 38.54 38.5413 Laboratorio PLC y Redes 1 8.5 10.2 86.7 86.714 Labo. Control de Procesos 1 8.8 10.7 94.16 94.1615 Hall 1 9.8 8.8 86.24 86.2416 Pasadizo 0.40 m 1 2.4 27.4 65.76 65.7617 1 4.5 1.3 5.85 5.8518 Laboratorio Manufac. 1 14 7.5 105 10519 Laboratorio Electro. 1 14 6.5 91 9120 Laboratorio Neumatica 1 14 6.5 91 9121 Laborat. Sensores 1 14 6.5 91 9122 Deposito-2 1 3.7 3.5 12.95 12.9523 Hall 1 8.7 1.2 10.44 10.4424 SH Damas 1 3.7 3.3 12.21 12.2125 SH Varones 1 5.3 3.2 16.96 16.9626 SH Profesores 1 1.2 3.2 3.84 3.8427 SH Discapacitados 1 2 1.3 2.6 2.628 Cuarto de Tele 1 2 2.3 4.6 4.629 Oficio 1 2.9 2.3 6.67 6.6730 SH 3 2.5 1.1 8.25 8.2531 Bot. 1 1.5 0.9 1.35 1.3532 Hall de Entrada 1 8.2 3.8 31.16 31.16

1091.19

Contrapiso 0.04

Area M2De Soga De cabeza

7.292.7

24.8412.015

11.26.615

6.8824.6410.2413.4426.24

7.68

33.633.633.633.633.6

30.5621.6

5.640.8

4.84.84.8

5.2817.6

15.330.430.430.4

55.0845.76

52.48

215.98 501.468327 34115

total Ladrillo 42442pedido total 45413

Piso Pulido

94.614.8814.8811.5219.1116.15

6.122.1

10.214.35

2138.54

86.794.1686.2465.76

5.85105

919191

12.9510.44

12.2116.96

3.842.6

4.66.67

8.251.35

31.16

48.56 990.6 42.43 9.6

Piso Ceramico 0.30x0.30

Piso Ceramico 0.40x0.40

Piso Mayolica 0.30x0.30

ESTRUCTURAS

LOSA ALIGERADA

Descripcion Cantidad ConcretoL A h V

SECCION ALosa 1 5.55 4.9 0.05 1.36Viguetas 14 4.9 0.1 0.15 0.07Ganchos 14Balancin 14Temperatura 1

SECCION BLosa 1 7.2 5.55 0.05 2.00Viguetas 14 7.2 0.1 0.15 0.11Ganchos 14Balancin 14Temperatura 1

SECCION CLosa 1 3.9 2.75 0.05 0.54Viguetas 6 3.9 0.1 0.15 0.06Ganchos 6Balancin 6Temperatura 1

4.134pedido 4.34

VIGAS DEL ALIGERADO

Descripcion Elementos ConcretoL B H V (m3)

V-15 (Eje A) 1 11 0.25 0.4 1.10

V-18 (Eje 9) 1 4.85 0.25 0.4 0.49

V-18 (Eje 8 y 7) 2 7.1 0.25 0.4 1.42

V-17 1 5.7 0.25 0.4 0.57

Viga-16 2 7.25 0.25 0.3 1.09

Concreto (m3 4.664.90

COLUMNETAS NO CONSIDERADO, FALTA AGREGAR AL METRADO FINAL

Descripcion Elementos ConcretoL A H V (m3)

Eje-4 3 3.5 0.2 0.2 0.42

Eje-5 3 3.5 0.2 0.2 0.42

Eje-D 6 3.5 0.2 0.2 0.84

Eje-C 4 3.5 0.2 0.2 0.56

Eje-E,G,I,K. 16 3.5 0.2 0.2 2.24

Eje-10 14 3.5 0.2 0.2 1.96

Eje-7 14 3.5 0.2 0.2 1.96

Eje-J 3 3.5 0.2 0.2 0.42

Concreto (m38.829.26

VIGUETAS Y DINTELES NO CONSIDERADO, FALTA AGREGAR AL METRADO FINAL

Descripcion Elementos ConcretoL B H V (m3)

VIGUETA 15´ 1 9.2 0.25 0.3 0.69

VIGUETA 18´ 1 4.45 0.25 0.3 0.33

VIGUETA 16´ 1 29.2 0.25 0.3 2.19

Concreto (m3 3.213.37

COLUMNA C7 Y PLACA C8

Descripcion CantidadConcreto

L A h V

C-7 8 3.45 0.25 0.4 2.76

C-8 1 3.45 0.15 1.55 0.80

3.563.74

ZONA DE LABORATORIOS - (LOSA MACIZA)COLUMNAS

CONCRETO M3

DESCRIPCION CANT L B hC5 4 2 0.5 2.75C6 6 2 0.5 2.75

ENCOFRADOS M2

DESCRIPCION CANT L B hC5 4 5 2.75C6 6 5 2.75

ACERO KG

Cant. LONG.

C5 4 20 5.25 L4 37 5 E4 37 2.4 E4 37 2.4 E4 37 1 S

C6 6 20 5.25 L6 37 5 E6 37 2.4 E6 37 2.4 E6 37 1 S

VIGAS

CONCRETO M3

DESCRIPCION CANT L B hV 12 2 28.25 1 0.5V 11 3 15.85 1 0.5

1 17.15 1 0.5V 14 1 13.5 1 0.5V 13 (EJE 6) 1 22 1 0.25V 13 (EJE 10) 1 25.75 1 0.25

Nro Piezas Elementos

Nro Elem Iguales

ENCOFRADOS M2

DESCRIPCION CANT L B parcialV 12 2 28.25 2 113V 11 3 15.85 2 95.1

1 17.15 2 34.3V 14 1 13.5 2.25 30.38V 13 (EJE 6) 1 22 1 22V 13 (EJE 10) 1 25.75 2 51.5

ACERO KG

cant LONG. 1/4"0.28

V11 (3 ejes)3 4 19.4 L3 4 20.25 L3 4 7.8 L3 3 5.3 L3 4 20.25 L3 2 9 L3 69 3 E

V11 (mas largo)1 4 22 L1 4 21 L1 4 9.3 L1 3 5.3 L1 4 22 L1 2 9 L1 88 3 E

V122 4 32.1 L2 3 33.3 L2 2 3 L2 2 4.5 L2 2 4.5 L2 3 4.5 L2 3 3 L

abajo 2 2 33 L2 1 4.5 L2 1 4.6 L


2 1 4.7 L2 2 5.7 L2 170 3 E

V13 (eje 6)1 4 27.6 L1 3 25.7 L1 3 25.8 L1 152 2.5 E

V13 (eje 10)1 4 30 L1 3 33 L1 3 32 L1 170 2.5 E

LOSA MACIZA

CONCRETO

DESCRIPCION B L h parcial totalA1 3.7 7.25 0.25 6.71 98.64A2 10.5 7.25 0.25 19.03A3 1.25 7.25 0.25 2.27A4 3.7 6.2 0.25 5.74

-0.7 1.1 0.25 -0.19A5 10.5 6.2 0.25 16.28A6 1.25 6.2 0.25 1.94A7 3.7 4.25 0.25 3.93

5.75 1.95 0.25 2.80-0.75 0.6 0.25 -0.11

A8 10.5 6.2 0.25 16.28A9 1.25 6.2 0.25 1.94A10 5.75 2.25 0.25 3.23A11 10.5 6 0.25 15.75A12 1.25 6 0.25 1.88A13 1.25 3.8 0.25 1.19

ENCOFRADO

DESCRIPCION B L parcial totalA1 3.7 7.25 26.83 394.56A2 10.5 7.25 76.13A3 1.25 7.25 9.06A4 3.7 6.2 22.94

-0.7 1.1 -0.77A5 10.5 6.2 65.10A6 1.25 6.2 7.75A7 3.7 4.25 15.73

5.75 1.95 11.21-0.75 0.6 -0.45

A8 10.5 6.2 65.10A9 1.25 6.2 7.75A10 5.75 2.25 12.94A11 10.5 6 63.00A12 1.25 6 7.50A13 1.25 3.8 4.75

ACERO KG

DE 7 -----> 10

LONG. 1/4"0.28

ZONA 1

FRANJA DE VIGA 1 32 7.7 L1 57 7.7 L1 57 7.7 L1 57 7.7 L1 26 20.3 -1 46 20.3 -1 46 20.3 -1 46 20.3 -1 26 5.2 L1 46 5.2 L1 46 5.2 L1 46 5.2 L

FRANJA CENTRAL1 42 7.2 L

Nro Elem Iguales


1 29 7.2 L1 29 7.2 L1 42 20.3 -1 29 20.3 -1 29 20.3 -1 34 4.7 L1 24 4.7 L1 24 4.7 L

Nro Elem IguaNro Piezas E LONG. 1/4"0.28

ZONA 2FRANJA DE VIGA

1 32 5.2 L1 26 15.5 -1 26 5.2 L

FRANJA CENTRAL1 26 4.7 L1 26 15.5 -1 21 4.7 L

LONG.1/4"

0.28ZONA 3

FRANJA DE VIGA 1 32 5.2 L1 26 15.5 -1 26 5.2 L

FRANJA CENTRAL1 26 4.7 L1 26 15.5 -1 21 4.7 L

DE D -----> K

LONG. 1/4"0.28

ZONA 1FRANJA DE VIGA

Nro Elem Iguales


Nro Elem Iguales


1 51 2.9 L1 51 2.9 L1 51 4.5 -1 51 4.5 -2 51 4.1 -2 51 4.1 -1 51 2.5 L1 45 32.7 L

FRANJA CENTRAL1 82 2.9 L1 82 4.5 -2 82 4.1 -1 82 2.5 L1 73 32.75 -

ZONA 2

LONG. 1/4"0.28

1 35 2.9 L1 35 4.5 -1 35 4.1 -1 35 5.5 L2 31 31.75 -

ZONA 3

LONG. 1/4"0.28

1 48 5.1 L1 48 4.7 -

Ʃ (KG)=

Nro Elem Iguales


Nro Elem Iguales


ESTRUCTURAS

Encofrado AceroL A m2 Ø Long Elementos 1/4 1/2

5.55 4.9 27.1951/2" 1.5 2 31/2" 4.95 1 4.951/4" 4.95 14 69.3 69.3

7.2 5.55 39.961/2" 1.75 2 3.51/2" 9.7 1 9.71/4" 7.2 14 100.8

3.9 2.75 10.7251/2" 1.5 2 31/2" 3.8 1 3.81/4" 3.9 7 27.3

77.88 ml 197.4 97.25# LADRILLOS 648 211.22 104.06Pedido 694 # varillas 23.47 11.56

pedido 24.00 12.00

Encofrado AceroL A m2 Ф Longitud Elementos 1/4" 3/8"

11 0.8 8.8 5/8" 12.5 25/8" 1.62 15/8" 3.06 15/8" 12.5 25/8" 3.45 1

3/8" 1.35 50 67.54.85 0.8 3.88 5/8" 5.35 2

5/8" 4.85 23/8" 1.35 25 33.75

7.9 0.35 5.53 5/8" 7.6 25/8" 7.1 23/8" 1.35 44 118.8

5.7 0.8 4.56 5/8" 6.2 35/8" 5.7 33/8" 1.35 28 37.8

7.25 0.35 5.075 5/8" 7.75 25/8" 1.9 1

Encofrado (m 27.85 5/8" 3.1 15/8" 7.25 25/8" 3.5 13/8" 1.15 40 92

3/8"Ml. Acero 349.85

375Varillas 42

NO CONSIDERADO, FALTA AGREGAR AL METRADO FINAL


3.5 0.8 8.4 3/8" 3.5 4 421/4" 0.8 28 67.2

3.5 0.8 8.4 3/8" 3.5 4 421/4" 0.8 28 67.2

3.5 0.8 16.8 3/8" 3.5 4 841/4" 0.8 28 134.4

3.5 0.8 11.2 3/8" 3.5 4 561/4" 0.8 28 89.6

3.5 0.8 44.8 3/8" 3.5 4 2241/4" 0.8 28 358.4

3.5 0.8 39.2 3/8" 3.5 4 1961/4" 0.8 28 313.6

3.5 0.8 39.2 3/8" 3.5 4 1961/4" 0.8 28 313.6

3.5 0.8 8.4 3/8" 3.5 4 421/4" 0.8 28 67.2

1/4" 3/8"

Encofrado (m176.4 Ml. Acero 1411.2 882167.78 104.86

Varillas 168.00 105.00

NO CONSIDERADO, FALTA AGREGAR AL METRADO FINAL


9.2 0.85 7.82 1/2" 9.8 43/8" 1.15 47 54.05

4.45 0.85 3.78 5/8" 5 43/8" 1.15 26 29.9

29.2 0.85 24.82 3/8" 14.6 4 58.41/4" 1.15 57 65.55

Encofrado (m 36.421/4" 3/8"

Ml. Acero 65.55 142.357.79 16.92

Varillas 8.00 17.00

Encofrado AceroL A m2 Ø Long Elementos 3/8" 5/8"

3.45 1.3 4.485 5/8" 4.5 6 216.003/8" 1.35 28 302.40

3.45 3.4 11.73 3/8" 1.55 24 37.203/8" 3.5 7 24.50

Acero (ml) 364.10 216.00389.59 231.12

Pedido 44.00 26.00

ZONA DE LABORATORIOS - (LOSA MACIZA)

parcial total11 27.5 28.88

16.5

parcial total55 137.5

82.5

1/4" 3/8" 1/2" 5/8" 3/4" 1"0.28 0.6 1.03 1.6 2.25 3.98

420740

355.2355.2

148630

1110532.8532.8

222

Ʃ Kg = 3996 1050 Long Total

# varillaspedido

parcial total28.25 79.29 83.2523.78

8.586.755.506.44

total346.28 0.5 2 28.25 28.25

0.5 3 15.85 23.7750.5 1 17.15 8.5750.5 1 13.5 6.75

0.25 1 22 5.50.25 1 25.75 6.4375

79.2875

3/8" 1/2" 5/8" 3/4" 1" Longitudes0.6 1.03 1.6 2.25 3.98 3/8"

239.784967.14

372.528189.846

967.14214.92

372.6 621

90.64334.32

148.05663.282350.24

71.64158.4 264

264.504795.204

47.7671.6471.64

107.4671.64

525.3635.82

36.616

37.41290.744

612 1020

66.24 110.4173.475

174.15228 380

72 120222.75

216255 425

1764.24 594.928 786.375 5570.408 Longitudes to 2940.4TOTAL KG 8715.95 3146.228

# varillas 349.58pedido 350.00

103.6

3/8" 1/2" 5/8" 3/4" 1"1/2" 5/8"

0.6 1.03 1.6 2.25 3.98

394.24 246.4702.24 438.9702.24 438.9702.24 438.9

543.634 527.8961.814 933.8961.814 933.8961.814 933.8

216.32 135.2382.72 239.2382.72 239.2382.72 239.2

483.84 302.4

334.08 208.8334.08 208.8

1364.16 852.6941.92 588.7941.92 588.7255.68 159.8180.48 112.8180.48 112.8

3/8" 1/2" 5/8" 3/4" 1"0.6 1.03 1.6 2.25 3.98

266.24 166.4415.09 403

216.32 135.2

195.52 122.2644.8 403

157.92 98.7

3/8" 1/2" 5/8" 3/4" 1"0.6 1.03 1.6 2.25 3.98

266.24 166.4415.09 403

216.32 135.2

195.52 122.2644.8 403

157.92 98.7

3/8" 1/2" 5/8" 3/4" 1"0.6 1.03 1.6 2.25 3.98

236.64 147.9236.64 147.9

367.2 229.5367.2 229.5

669.12 418.2669.12 418.2

204 127.52354.4 1471.5

535.05830.25

1075.84 672.4328 205

3825.2 2390.75

3/8" 1/2" 5/8" 3/4" 1"0.6 1.03 1.6 2.25 3.98

162.4 101.5252 157.5

229.6 143.5308 192.5

3149.6 1968.5

3/8" 1/2" 5/8" 3/4" 1"0.6 1.03 1.6 2.25 3.98

252.14 244.8232.37 225.6

4743.77 26278.64 1365.3 Longitudes tot 4605.6 16424.154927.99 17573.84

Total (KG)= 32387.71 # varillas 547.55 1952.65pedido 548 1953

PEDIDO TOTAL DE VARILLAS 1/4" 3/8" 1/2" 5/8" 3/4" 1"1034.00 634.00 2009.00 115.00 292.00

Acero5/8"

25.01.63.1

25.03.5

10.79.7

15.214.2

18.617.1

31.03.86.2

29.07.0

5/8"220.6

23727

Acero5/8" 1/2"

39.2

20

5/8" 1/2"20 39.2

2.38 4.663.00 5.00

Longitudes3/8" 1/2" 3/4" 1"

420740

355.2355.2

148630

1110532.8532.8

222

3996 10504275.72 1123.50

475.08 124.83476 125

1/2" 3/4" 1"

232.8243

93.647.7243

54

8884

37.215.9

8818

256.8199.8

1218182718

1329

9.2

9.422.8

77.177.4

9996

577.6 349.5 1399.6618.032 373.965 1497.572

68.67 41.55 166.4069.00 42.00 167.00

237.8369

606.8649.28

72.1473

Metrados FINAL 1

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