metrados final 1
DESCRIPTION
wTRANSCRIPT
TABIQ
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
Nro Piezas Elementos
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
Nro Piezas Elementos
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 Piezas Elementos
Nro Elem Iguales
Nro Piezas Elementos
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 Piezas Elementos
Nro Elem Iguales
Nro Piezas Elementos
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
Encofrado AceroL A m2 Ф Longitud Elementos 1/4" 3/8"
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
Encofrado AceroL A m2 Ф Longitud Elementos 1/4" 3/8"
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
3/4"
237.8369
606.8649.28
72.1473