Examen Parcial Construccion I - Resuelto
July 12, 2022 | Author: Anonymous | Category: N/A
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PLANILLA DE METRADOS OBRA OB RA EX EXCA CAVA VACIO CIO M MOD ODUL ULO O FECHA MAYO MAYO,, 20 2013 13
MOVIMIENTO DE TIERRAS Item
Descripción
Nº Veces
Parcial
Total
Unid
Dimensiones Largo Ancho Alto
1.00.00 MOVIMIENTO DE TIERRAS 1.01.01 Excavacion de Cimientos corridos 2.00
15.00
0.50
1.20
18.00
18. 0 00 0
- CC2
1.00
5.725
0.50
1.20
3.44
3.44
EJE A-A ENTRE EJE 1 Y EJE 2
- CC1
2.00
3.25
0.50
1.20
3.90
3.90
EJE A-A ENTRE EJE 2 Y EJE 3
- CC1
EJE D-D ENTRE EJE 1 Y EJE 2
- CC1
2.00
3.00
0.50
1.20
3.60
3.60
M3
EJE D-D ENTRE EJE 2 Y EJE 3
- CC1
A
28.94
M3
EJE 1-1 ENTRE EJE A Y EJE D
- CC1
EJE 3-3 ENTRE EJE A Y EJE D
- CC1
EJE 2-2 ENTRE EJE A Y EJE B
1.01.02 Excavacion de Zapatas EJE C-C Y EJE 2-2 - Z1
1.00
1.00
1.00
1.20
1.20
1.20
EJE D-D Y EJE 2-2 - Z1
1.00
1.00
1.00
1.20
1.20
1.20 M3
B TO TA L
2.40
M3
31.335
1.02.01 Relleno de cimientos corridos Relleno debajo del nivel 0.00 EJE 1-1 ENTRE EJE A Y EJE D
- CC1
EJE 3-3 ENTRE EJE A Y EJE D
- CC1
EJE 2-2 ENTRE EJE A Y EJE B
- CC2
EJE A-A ENTRE EJE 1 Y EJE 2
- CC1
EJE A-A ENTRE EJE 2 Y EJE 3
- CC1
EJE D-D ENTRE EJE 1 Y EJE 2
- CC1
EJE D-D ENTRE EJE 2 Y EJE 3
- CC1
EJE B-B ENTRE EJE 2-2 (FALTANTE)
2.00
14.50
0.25
0.40
1.45
2.90
1.00
5.475
0.125
0.40
0.27
0.27
1.00
5.475
0.125
0.40
0.27
0.27
2.00
3.25
0.25
0.40
0.33
0.65
2.00
3.00
0.25
0.40
0.60
0.60
1.00
0.60
0.25
0.40
0.06
0.06 4.76
TOTAL Relleno encima del nivel 0.00 EJE 1-1 Y 1'-1' Y EJE A-A a EJE D-D
EJE 3-3 Y 3'-3' Y EJE A-A a EJE D-D
1.00
14.50
3.25
0.15
7.07
7.07
1.00
5.475
0.375
0.15
0.31
0.31
1.00
14.50
3.250
0.15
7.07
7.07
M3
1.00
5.475
0.374
0.15
0.31
0.31
EJE 2-2 Y EJE B-B A EJE C-C
1.00
3.78
1.00
0.15
0.57
0.57
EJE 2-2 Y EJE B-B A EJE C-C
1.00
3.87
1.00
0.15
0.58
0.58
EJE B-B ENTRE EJE 2-2 (FALTANTE)
1.00
0.60
0.25
0.40
0.06
0.06
D
15.96
M3
M3
1.02.02 Relleno de Zapatas Relleno debajo del nivel 0.00 EJE C-C Y EJE 2-2 - Z1
restar Area columna
1.00
1.00
1.00
0.40
0.40
0.40
-1.00
0.25
0.25
0.40
-0.03
-0.03 0.38
E1 EJE D-D Y EJE 2-2 - Z1
restar Area columna restar Area de muro
1.00
1.00
1.00
0.40
0.40
0.40
-1.00
0.25
0.25
0.40
0.03
-1.00
0.375
0.25
0.40
0.04
-1.00
0.375
0.25
0.40
0.04
E2
-0.03 -0.04 -0.04 0.30
0.30 -0.01
-0.01
F1
0.29
M3
M3
Relleno encima del nivel 0.00 EJE C-C Y EJE 2-2 - Z1
2.00 -1.00
restar Area columna
EJE D-D Y EJE 2-2 - Z1
1.000 0.25
0.15 0.15
0.30 M3
1.00
1.00
0.15
0.15
0.15
-1.00
0.25
0.25
0.15
0.01
-1.00
0.375
0.25
0.15
0.01
-1.00
0.375
0.25
0.15
0.01
F2 TOTAL
-0.01 -0.01 -0.01 0.11 21.51
A
28.94
1.00
restar Area columna restar Area de muro
1.00 0.25
M3
M3
1.02.03 Eliminacion de material Excavacion de corte
B TO TOTA TAL L
2.40
factor esponjamiento: 1.25
TOTAL
31.34 39.17
Relleno
C
0.00
D
15.96
E1+E2
0.68
SU SUB B
SU SUB B
M3 M3
F1+F2
0.40
TO TOTA TAL L
17.04
M3
TOTAL
26.63
M3
12.54
M3
factor esponjamiento: 1.25 factor asentamiento: 0.80
Eliminacion
PROBLEMA No 2 Excavacion Calzaduras EJE EJE Po Post ster erio iorr - Calz Calzad adur uras as de zapa zapata tas s
12.0 12.00 0
1. 1.00 00
1. 1.00 00
1. 1.00 00
12. 2.00 00
12.0 .00 0
12.00
1.20
1.00
1.00
14. 4.40 40
14.4 .40 0
12.00 12.00
1.40 1.60
1.00 1.00
1.00 1.00
16. 6.80 80 19. 9.20 20
16.8 .80 0 19.2 .20 0
12.00
1.80
1.00
1.00
21. 1.60 60
21.6 .60 0
12.00
2.00
1.00
1.00
24. 4.00 00
24.0 .00 0 108.00
M3
1x0.5 No Piques EJE Pos oste teri rio or - Calzad lzadu uras ras de ci cim mien ientos tos co corr rrid ido os
12. 2.00 00
1.0 .00 0
0.5 .50 0
9. 9.0 00
54. 4.00 00
54.0 .00 0
12.00
1.20
0.50
9.00
64. 4.80 80
64.8 .80 0
12.00
1.40
0.50
9.00
75. 5.60 60
75.6 .60 0
12.00
1.60
0.50
9.00
86. 6.40 40
86.4 .40 0
12.00
1.80
0.50
9.00
97. 7.20 20
97.2 .20 0
12.00
2.00
0.50
9.00
108. 108.00 00
108. 108.00 00
SUB TOTAL f.e.
M3
594.00
M3
1.27
TOTAL
Excavacion
486.00
754.38
Relleno
0.00
Eliminacion
754.38
M3 M3 M3
Concreto Ciclopeo EJE EJE Po Post ster erio iorr - Calz Calzad adur uras as de zapa zapata tas s
12.0 12.00 0
1. 1.00 00
1. 1.00 00
1. 1.00 00
12. 2.00 00
12.0 .00 0
12.00
1.20
1.00
1.00
14. 4.40 40
14.4 .40 0 16.8 .80 0
12.00
1.40
1.00
1.00
16. 6.80 80
12.00
1.60
1.00
1.00
19. 9.20 20
19.2 .20 0 21.6 .60 0 24.0 .00 0
12.00
1.80
1.00
1.00
21. 1.60 60
12.00
2.00
1.00
1.00
24. 4.00 00
108.00
M3
1x0.50 No Piques
EJE Posterior - Calzaduras de cimientos corridos c orridos 12.00
1.00
0.50
9.00
54. 4.00 00
54.0 .00 0 64.8 .80 0
12.00
1.20
0.50
9.00
64. 4.80 80
12.00
1.40
0.50
9.00
75. 5.60 60
75.6 .60 0
86. 6.40 40
86.4 .40 0
12.00
1.60
0.50
9.00
12.00
1.80
0.50
9.00
97. 7.20 20
97.2 .20 0
9.00
108. 108.00 00
108. 108.00 00
12.00
2.00
0.50
486.00
M3
SUB TOTAL
594.00
M3
TOTAL
594.00
M3
754.38 754.38
M3 M3
Como son dos frentes de igual longitud Excavacion
1.00
754.38
754.38
Eliminacion
1.00
754.38
754.38
Concreto Ciclopeo
LA VIA COLINDANTE A LA AVENIDA NO SE CALZA PUES NO EXISTE CIMENTACION SE DEBERA UTILIZAR OTRA TIPO DE PREVENCION CON APUNTALAMIENTOS, ETC
1.00
594.00
594.00
594.00
M3
Relleno de cimientos corridos Relleno debajo del nivel 0.00 EJE 1-1 ENTRE EJE A Y EJE D
- CC1
2.00
15.00
EJE 3-3 ENTRE EJE A Y EJE D
- CC1
EJE 2-2 ENTRE EJE A Y EJE B
- CC2
1.00
5.725
0.125
0.40
1.00
5.725
0.125
0.40
2.00
3.25
0.25
0.40
2.00
3.00
0.25
0.40
1.00
14.50
3.25
0.15
1.00
5.275
0.250
0.15
1.00
14.50
3.250
0.15
1.00
5.275
0.250
0.15
EJE 2-2 Y EJE B-B A EJE C-C
1.00
3.78
1.00
0.15
EJE 2-2 Y EJE B-B A EJE C-C
1.00
3.87
1.00
0.15
EJE A-A ENTRE EJE 1 Y EJE 2
- CC1
EJE A-A ENTRE EJE 2 Y EJE 3
- CC1
EJE D-D ENTRE EJE 1 Y EJE 2
- CC1
EJE D-D ENTRE EJE 2 Y EJE 3
- CC1
0.25
0.40
Relleno encima del nivel 0.00 EJE 1-1 Y 1'-1' Y EJE A-A a EJE D-D
EJE 3-3 Y 3'-3' Y EJE A-A a EJE D-D
Relleno de Zapatas Relleno debajo del nivel 0.00 EJE C-C Y EJE 2-2 - Z1
restar Area columna
EJE D-D Y EJE 2-2 - Z1
restar Area columna
1.00
1.00
1.00
0.40
-1.00
0.25
0.25
0.40
1.00
1.00
1.00
0.40
-1.00
0.25
0.25
0.40
restar Area de muro
-1.00
0.325
0.25
0.40
-1.00
0.325
0.25
0.40
Relleno encima del nivel 0.00 EJE C-C Y EJE 2-2 - Z1
restar Area columna
EJE D-D Y EJE 2-2 - Z1
restar Area columna restar Area de muro
2.00
1.00
1.000
0.15
-1.00
0.25
0.25
0.15
1.00
1.00
1.00
0.15
-1.00
0.25
0.25
0.15
-1.00
0.325
0.25
0.15
-1.00
0.325
0.25
0.15
3.00
3.00
0.29
0.29
0.29
0.29
0.65
0.65
0.60
0.60
M3
C
4.82
M3
7.07
7.07
0.20
0.20
7.07
7.07
0.20
0.20
0.57
0.57
0.58
0.58
M3
D
15.68
M3
0.40
0.40
-0.03
-0.03 0.43
E1 0.40
0.40
-0.03
-0.03
M3
-0.03 -0.03
E2 0.30
-0.03 -0.03 0.34 0.30 M3
-0.01
-0.01
F1
0.29
0.15
0.15
-0.01
-0.01 -0.01 -0.01 0.13
-0.01 -0.01
F2
M3
M3
M3
PLANILLA DE METRADOS OBRA OBR A OF OFICI ICINA NAS S PRINC PRINCIPA IPALES LES FECHA FECH A DICIE DICIEMBRE MBRE.. 2012 CONCRETO SIMPLE Item
Descripción
Nº Veces
Parcial
Total
Unid
Dimensiones Largo Ancho Alto
SOLADOS Z-1
17.00
2.00
2.00
0.00
68.00
Z-2
4.00
3.80
2.00
0.00
30.40
Z-3
2.00
3.25
2.00
0.00
13.00
Z-4
1.00
5.30
2.20
0.00
11.66
Z-5
1.00
5.30
2.20
0.00
11.66
Z-7
2.00
2.00
5.50
0.00
22.00
Z-8
2.00
6.50
1.30
0.00
16.90
2.00
2.00
3.25
0.00
13.00
2.00
1.20
1.70
0.00
4.08
Z-9 Z-10
2.00 2.00
1.30 1.80
3.40 2.50
0.00 0.00
8.84 9.00
Z-11
2.00
1.30
1.90
0.00
4.94
Z-12
2.00
1.30
2.30
0.00
5.98
Z-13
2.00
4.25
1.20
0.00
10.20
2.00
2.00
2.30
0.00
9.20
Z-14
2.00
4.60
1.30
0.00
11.96
Z-15
3.00
2.50
2.50
0.00
18.75
ASCENSOR
1.00
5.20
3.30
0.00
17.16 286.73
M2
FALSO PISO
CIMIENTOS CORRIDOS C. CORRIDO C TIPO V CONCRETO F'C 100KG/CM2 +30%PG CORTE D-D EJE 6, 19
2.00
3.42
0.50
0.80
2.74
1.00
8.20
0.50
0.75
3.08
CORTE E-E EJE L EJE O
1.00
4.60
0.50
0.75
1.73
EJE 7, 18
2.00
6.89
0.50
0.75
5.17
EJE N
1.00
22.05
0.50
0.75
8.27
VARIOS
2.00
28.56
0.50
0.75
21.42
2.00
3.00
0.50
0.75
2.25
CORTE G-G EJE
44.64 EJE H1 EJE E1
1.00 1.00
3.45 1.95
0.50 0.50
0.80 0.80
1.38 0.78
EJE D1
1.00
4.40
0.50
0.80
1.76
EJE C1-B1
2.00
4.15
0.50
0.80
3.32
2.00
2.28
0.50
0.80
1.82
1.00
3.45
0.50
0.80
1.38
M3
2.00
0.80
0.50
0.80
0.64
55.73
M3
2.00
m3
5.31
M3
70.82
M2
SUB ZAPATA 1.00
PLACA ESCALERA junto a caja ascensor
2.85
0.70
1.00
2.00
SOBRE CIMIENTOS CONCRETO EJE 22
3.30
EJE 21
1.00
27.00
0.15
0.30
1.22
EJE H1-G1
1.00
2.05
0.15
0.30
0.09
V
V
0.15
0.30
0.15
1.00
1.00
1.23
0.15
0.30
0.06
1.00
3.05
0.15
0.30
0.14
1.00
2.17
0.15
0.30
0.10
1.00
5.93
0.15
0.30
0.27
EJE 20
1.00
4.28
0.15
0.30
0.19
EJE 19A
1.00
28.85
0.15
0.30
1.30
EJE D1-C1
1.00
1.90
0.15
0.30
0.09
1.00
2.90
0.15
0.30
0.13
V
2.00
4.85
0.15
0.30
0.44
EJE H1
1.00
3.30
0.15
0.30
0.15
EJE E1
1.00
1.70
0.15
0.30
0.08
EJE D1
1.00
3.30
0.15
0.30
0.15
EJE C1-B1
2.00
3.58
0.15
0.30
0.32
2.00
2.28
0.15
0.30
0.21
1.00
3.45
0.15
0.30
0.16
2.00
1.10
0.15
0.30
0.10
ENCOFRADO SOBRE S OBRE CIMIENTO EJE 22
1.00
ACERO DE SOBRE CIMIENTO
0.99
3.30
0.00
0.30
0.00 0.00
0.30 0.30
0.62 0.37
1.00
8.10
EJE 21 EJE H1-G1
1.00
27.00 2.05
V
1.00
1.23
0.00
0.30
1.00
3.05
0.00
0.30
0.92 0.65
1.00
2.17
0.00
0.30
V
1.00
5.93
0.00
0.30
1.78
EJE 20
1.00
4.28
0.00
0.30
1.28
EJE 19A
1.00
28.85
0.00
0.30
8.66
EJE D1-C1
1.00
1.90
0.00
0.30
0.57
1.00
2.90
0.00
0.30
0.87
V
2.00
4.85
0.00
0.30
2.91
EJE H1
1.00
3.30
0.00
0.30
0.99
EJE E1
1.00
1.70
0.00
0.30
0.51
EJE D1
1.00
3.30
0.00
0.30
0.99
EJE C1-B1
2.00 2.00
3.58 2.28
0.00 0.00
0.30 0.30
2.15 1.37
1.00
3.45
0.00
0.30
1.04
2.00
1.10
0.00
0.30
0.66
LONGITUD DE CIMIENTOS EJE 22
1.00
3.30
0.00
0.00
3.30
EJE 21
1.00
27.00
0.00
0.00
27.00
EJE H1-G1
1.00
2.05
0.00
0.00
2.05
V
1.00
1.23
0.00
0.00
1.23
1.00
3.05
0.00
0.00
3.05
1.00
2.17
0.00
0.00
2.17
V
1.00
5.93
0.00
0.00
5.93
EJE 20
1.00
4.28
0.00
0.00
4.28
EJE 19A
1.00
28.85
0.00
0.00
28.85
EJE D1-C1
1.00
1.90
0.00
0.00
1.90 2.90
1.00
2.90
0.00
0.00
V
2.00
4.85
0.00
0.00
9.70
EJE H1
1.00
3.30
0.00
0.00
3.30
EJE E1
1.00
1.70
0.00
0.00
1.70
EJE D1
1.00
3.30
0.00
0.00
3.30
EJE C1-B1
2.00
3.58
0.00
0.00
7.16 4.56
2.00
2.28
0.00
0.00
1.00
3.45
0.00
0.00
3.45
0.00
2.20
2.00
1.10
0.00
longitud de s/c L Ø1/2"
4.00 118.03
Ø1/4" 590.15
118.03
ML
614.35
KG
Peso 0.90
1.02
0.00
481.56
0.25
0.00
132.78
PLANILLA DE METRADOS OBRA OBR A OFICIN OFICINA AS PRIN PRINCI CIPA PALE LES S FECHA DICIEMBRE. DICIEMBRE. 2012 MUROS DE ALBAÑILERIA Item
Nº Veces
Descripción
Dimensiones Largo Ancho Alto
Parcial
Total
MUROS DE SOGA FRONTIS
1.00
14.80
0.00
2.50
37.00
LATERAL IZQUIERDO
1.00
39.70
0.00
2.50
99.25
FONDO
1.00
17.52
0.00
2.50
43.80
LATERAL DERECHO
1.00
39.70
0.00
2.50
99.25
279.30
Unid
5.50
1.60 3.90
METRADO
DE
CONCRETO
OBRA OFICINA OBRA OFICINAS S PRINCIP PRINCIPALE ALES S FECHA DICIEMBRE. DICIEMBRE. 2012 CONCRETO ARMADO CIMIENTOS ARMADOS PART.
ELEMENTO DESCRIPCION
CONCRETO MEDIDAS
CANT. LARGO
ANCHO
N° ALTO
TOTAL
m³.
ENCOFRADO MEDIDAS TOTAL LAR LARGO ANC NC/A /ALT LT
DIAM.
m².
CIMIENNTOS ARMADOS CORTE A-A EJE K
1.00
8.30
0.30
0.60
1.49
8.30
1.20
9.96
1.00
5/8"
1.00
1/2"
ESTRIBOS
1.00
EJE M, N
2.00
3/8" 63.77
0.30
0.60
22.96
63.77
1.20
153.05
2.00
5/8"
2.00
1/2"
ESTRIBOS
2.00
3/8"
EJE P
1.00
2.75
0.30
0.60
0.50
2.75
1.20
3.30
1.00
5/8"
1.00
1/2"
ESTRIBOS
1.00
3/8"
EJE 6, 19
2.00
2.50
0.30
0.60
0.90
2.50
1.20
6.00
2.00
5/8"
2.00
1/2"
ESTRIBOS
2.00
3/8"
EJE 8, 17
2.00
7.50
0.30
0.60
2.70
7.50
1.20
18.00
2.00
5/8"
2.00
1/2"
ESTRIBOS
2.00
3/8"
EJE 9, 16
2.00
7.95
0.30
0.60
2.86
7.95
1.20
19.08
2.00
5/8"
2.00
1/2"
ESTRIBOS
2.00
3/8"
EJE 10, 5
2.00 2.00
6.60
0.30
0.60
2.38
6.60
1.20
15.84 5/8"
2.00
1/2"
ESTRIBOS
2.00
3/8"
EJE 5, 20
2.00
CORTE B-B 6.00
0.30
0.60
2.16
6.00
1.20
14.40
2.00
5/8"
2.00
1/2"
ESTRIBOS
2.00
3/8"
EJE O
1.00
CORTE C-C 33.20
0.30
0.60
5.98
33.20
1.20
39.84
1.00
5/8"
1.00
1/2"
ESTRIBOS
1.00
3/8"
EJE P
1.00 1.00 1.00
13.69
0.30
0.60
2.46
13.69
1.20
16.43 5/8" 1/2"
ESTRIBOS
1.00
EJE K
1.00
3/8"
CORTE F-F 50.20
0.30
0.60
9.04
50.20
1.20
60.24
1.00
5/8"
1.00
1/2"
ESTRIBOS
1.00
3/8"
EJE 11, 12, 13, 14
4.00
CORTE H-H 9.65
0.30
0.60
6.95
9.65
1.20
46.32
4.00
5/8"
4.00
1/2"
ESTRIBOS
4.00
3/8"
EJE M, N
2.00
VC-1
ESTRIBOS
LONGITUD TOTAL PESO x ml. TOTAL (Kg.) % DESPERDICIO TOTAL (Kg.) + DESPERDICIO Alambre N° 16 TOTAL (Kg.) VARILLAS (9.00 ml.) + DESPERDICIO
11.80
0.40
0.80
7.55
11.80
1.60
37.76
2.00
3/4"
2.00
5/8"
2.00
1/2"
2.00
3/8" 67.92
440.22
ARMADO
FIERRO CANT. 1/4"
3/8"
LONGITUD TOTAL LONG. 1/2" 5/8"
BARRA
8.00
9.00
2.00
9.00
53.00
1.80
8.00
70.50
2.00
69.40
420.00
1.80
8.00
3.25
2.00
3.25
25.00
1.80
8.00
3.00
2.00
3.00
24.00
1.80
8.00
8.50
2.00
8.50
49.00
1.80
8.00
9.00
2.00
9.00
51.00
1.80
8.00
7.80
2.00
7.80
44.00
1.80
8.00
7.00
2.00
7.00
42.00
1.80
8.00
36.00
2.00
36.00
235.00
1.80
8.00
15.00
2.00
15.00
72.00 18.00 95.40 1,128.00 277.60 1,512.00 26.00 6.50 45.00 48.00 12.00 86.40 136.00 34.00 176.40 144.00 36.00 183.60 124.80 31.20 158.40
112.00 28.00 151.20
288.00 72.00 423.00 120.00 30.00
3/4"
1"
80.00
1.80
8.00
53.60
4.00
53.60
343.00
1.80
8.00
10.50
2.00
10.50
60.00
1.80
8.00
14.50
2.00
14.50
2.00
14.50
64.00
2.40
144.00
428.80 214.40 617.40
336.00 84.00 432.00
232.00 58.00 58.00 307.20 0.00 .00 4,33 ,332.00 .00 0.250
8,713.00
0.00 2,469.24 5.00%
9,443.78 524.13
9,967.91
0.570 7.00%
0.00 2,642.09 0.00
1/4" 0.00
146.64
901.70 .70 3, 3,0 021.60 .60 1.020
1.590
919.73 4,804.34
232.00 .00
0.00 .00
2.240
4.070
519.68
0.00
9.00%
10.00%
10.00%
993.31 5,236.73
571.65
0.00
31.73
0.00
8.00% 55.13
290.64
3/8"
1/2"
5/8"
515.03
108.00
366.00
3/4" 28.00
1" 0.00
METRADO
DE
CONCRETO
OBRA OFICINA OBRA OFICINAS S PRINCIP PRINCIPALE ALES S FECHA DICIEMBRE. DICIEMBRE. 2012 CONCRETO ARMADO SOBRE CIMIENTOS ARMADOS PART.
ELEMENTO DESCRIPCION
CONCRETO MEDIDAS
CANT. LARGO
ANCHO
N° ALTO
TOTAL
m³.
ENCOFRADO MEDIDAS TOTAL LAR LARGO ANC NC/A /ALT LT
DIAM.
m².
CIMIENNTOS ARMADOS CORTE B-B EJE 5, 20
2.00
6.00
0.15
1.20
2.16
6.00
2.40
28.80
2.00
3/8"
2.00
3/8"
CORTE C-C EJE O
EJE P
1.00
33.20
0.15
1.20
5.98
33.20
2.40
79.68
1.00
3/8"
1.00
3/8"
1.00
13.69
0.15
1.20
2.46
13.69
2.40
32.86
1.00
3/8"
1.00
3/8"
CORTE D-D EJE 6, 19
2.00
3.42
0.25
1.00
1.71
3.42
2.00
13.68
5/8"
2.00
1/2"
ESTRIBOS
2.00
3/8"
EJE L
1.00
CORTE E-E 8.20
0.15
1.05
1.29
8.20
2.10
17.22
1.00 ESTRIBOS
1.00
EJE O
1.00
5/8" 1/2" 3/8"
4.60
0.15
1.05
0.72
4.60
2.10
9.66
5/8"
1.00
1/2"
ESTRIBOS
1.00
3/8"
EJE 7, 18
2.00
6.89
0.15
1.05
2.17
6.89
2.10
28.94
5/8"
2.00
1/2"
ESTRIBOS
2.00
3/8"
EJE N
1.00 1.00
ESTRIBOS
1.00
VARIOS
2.00
22.05
0.15
28.56
0.15
1.05
3.47
22.05
2.10
46.31
5/8" 1/2" 3/8"
1.05
9.00
28.56
2.10
119.95
5/8"
2.00
1/2"
ESTRIBOS
2.00
3/8"
EJE K
1.00
CORTE F-F 50.20
0.15
1.75
13.18
50.20
3.50
175.70
1.00
3/8" 3/8"
CORTE G-G EJE
2.00
3.00
0.15
0.50
3.00
1.00
6.00
5/8"
2.00
1/2"
2.00
3/8"
CORTE H-H EJE 11, 12, 13, 14
4.00 4.00 4.00
9.65
0.15
0.90
5.21
9.65
1.80
69.48 3/8" 3/8"
LONGITUD TOTAL PESO x ml. TOTAL (Kg.) % DESPERDICIO TOTAL (Kg.) + DESPERDICIO Alambre N° 16 TOTAL (Kg.) VARILLAS (9.00 ml.) + DESPERDICIO
47.35
628.27
ARMADO
FIERRO CANT.
LONGITUD TOTAL LONG. BARRA
1/4"
3/8"
30.00
1.80
108.00
6.00
6.30
75.60
166.00
1.80
298.80
6.00
34 34.00
204.00
68.00
1.80
122.40
6.00
14.00
84.00
6.00
3.70
4.00
3.70
24.00
1.70
4.00
9.00
2.00
9.00
48.00
1.30
4.00
5.00
2.00
5.00
30.00
1.30
4.00
7.20
2.00
7.20
42.00
1.30
4.00
23.00
44.40 81.60 36.00 18.00 62.40 20.00 10.00 39.00 57.60 28.80 109.20 92.00
2.00
23.00 1.30
4.00
30.00
2.00
30.00
150.00
1.30
390.00
251.00
2.95
740.45
9.00
53 53.60
482.40
3.50
2.00
3.50
20.00
1.30
5/8"
29.60
117.00
4.00
1/2"
46.00 152.10 240.00 120.00
28.00 14.00 52.00
48.00
1.70
326.40
5.00
10 10.00
200.00
3/4"
1"
0.00 3,528.35 0.250 3,106.51
185.54
3,528.70
518.00
0.00
0.00
0.570
1.020
1.590
2.240
4.070
0.00 2,011.16
271.73
823.62
0.00
0.00
7.00%
8.00%
9.00%
10.00%
10.00%
0.00 2,151.94
293.47
897.75
0.00
0.00
16.29
49.82
0.00
0.00
5.00% 3,343.15
266.40
0.00
1/4" 0.00
119.43
3/8" 419.48
1/2" 32.00
5/8" 63.00
3/4" 0.00
1" 0.00
METRADO
DE
CONCRETO
OBRA OFICINA OFICINAS S PRINCI PRINCIPA PALES LES FECHA DICIEMBRE. DICIEMBRE. 2012 CONCRETO ARMADO ZAPATAS PART.
ELEMENTO DESCRIPCION
CONCRETO MEDIDAS
CANT. LARGO
Z-1
17.00
2.00
ANCHO 2.00
N° ALTO 0.60
TOTAL
m³. 40.80
ENCOFRADO MEDIDAS TOTAL LARG LARGO O ANC/ C/A ALT 8.00
0.60
m². 81 81.60
17.00 Z-2
4.00 2.00
3.80
2.00
0.80
24.32
11 11.60
0.80
37 37.12
1.00
3.25
2.00
0.60
7.80
10.50
0.60
12.60
1.00
5/8" 5/8"
5.30
2.20
0.60
7.00
14.80
0.60
8.88
1.00 Z-5
5/8" 5/8"
2.00 Z-4
5/8" 5/8"
4.00 Z-3
DIAM.
5/8" 5/8"
5.30
2.20
0.60
7.00
14.80
0.60
8.88
1.00
5/8" 5/8"
Z-7
2.00 2.00
2.00
5.50
0.60
13.20
15 15.00
0.60
18 18.00
5/8" 5/8"
Z-8
2.00
6.50
1.30
1.00
16.90
23 23.00
1.00
46 46.00
5/8"
2.00
3.25
1.00
13.00
2.00 2.00
5/8" 5/8"
2.00 2.00
5/8" 1.20
1.70
1.00
4.08
5/8"
2.00 Z-9
2.00
5/8" 1.30
3.40
0.60
5.30
9.40
0.60
11.28
2.00 Z-10
2.00
1.80
2.50
0.60
5.40
8.60
0.60
10.32
2.00 Z-11
2.00
5/8" 5/8" 5/8" 5/8"
1.30
1.90
0.60
2.96
6.40
0.60
7.68
2.00
5/8" 5/8"
Z-12
2.00 2.00
1.30
2.30
0.60
3.59
7.20
0.60
8.64
5/8" 5/8"
Z-13
2.00
4.25
1.20
0.60
6.12
15 15.50
0.60
18 18.60
5/8"
2.00
2.30
0.60
5.52
2.00 2.00
5/8" 5/8"
2.00 Z-14
2.00
5/8" 4.60
1.30
0.60
7.18
11 11.80
0.60
14 14.16
2.00 Z-15
3.00
5/8" 2.50
2.50
0.60
11.25
10 10.00
0.60
18 18.00
3.00 ASCENSOR
1.00
5/8" 5/8"
5.20
3.30
1.10
18.88
17.00
1.10
18.70
1.00
LONGITUD TOTAL PESO x ml. TOTAL (Kg.)
5/8"
5/8" 5/8"
200.29
320.46
% DESPERDICIO TOTAL (Kg.) + DESPERDICIO Alambre N° 16 TOTAL (Kg.) VARILLAS (9.00 ml.) + DESPERDICIO
ARMADO
FIERRO CANT. 1/4"
3/8"
LONGITUD TOTAL LONG. 1/2" 5/8"
3/4"
1"
BARRA 5.00
2.00
170.00
5.00
2.00
170.00
38.00
2.00
304.00
20.00
3.80
304.00
34.00
2.00
136.00
20.00
3.25
130.00
52.00
2.20
114.40
22.00
5.30
116.60
52.00
2.20
114.40
22.00
5.30
116.60
10.00 27.00
5.50 2.00
110.00 108.00
64.00
1.30
166.40
12.00
6.50
156.00
20.00
3.25
130.00
32.00
2.00
128.00
12.00
1.70
40.80
16.00
1.20
38.40
6.00
3.40
40.80
17.00
1.30
44.20
9.00
2.50
45.00
12.00
1.80
43.20
6.00
1.90
22.80
10.00
1.30
26.00
6.00 12.00
2.30 1.30
27.60 31.20
21.00
1.20
50.40
6.00
4.25
51.00
10.00
2.30
46.00
12.00
2.00
48.00
23.00
1.30
59.80
11.00
4.60
101.20
12.00
2.50
90.00
13.00
2.50
97.50
26.00
3.30
85.80
16.00
5.20
83.20
5,640.21
0.00
0.00
0.00 3,547.30
0.00
0.00
0.250 0.00
0.570 0.00
1.020 1.590 0.00 5,640.21
2.240 0.00
4.070 0.00
5.00%
7.00%
6,147.83
0.00
341.20
0.00
6,489.03
1/4" 0.00
9.00%
10.00%
10.00%
0.00
0.00 6,147.83
0.00
0.00
0.00
0.00
0.00
0.00
3/8" 0.00
8.00%
1/2" 0.00
3 34 41.20
5/8" 430.00
3/4" 0.00
1" 0.00
METRADO
DE
CONCRETO
OBRA OFICINA OFICINAS S PRINCI PRINCIPA PALES LES FECHA DICIEMBRE. DICIEMBRE. 2012 CONCRETO ARMADO COLUMNAS PART.
ELEMENTO DESCRIPCION
CONCRETO MEDIDAS
CANT. LARGO
C-1
2.00 ESTRIBOS
C-2
C-3
C-4
CIRCULAR 0.75
1 18 8.20
m³. 7.28
LARG LARGO O ANC/ C/A ALT 2.40
1 18 8.20
m². 87 87.36
ZUNCHO C-12
3/8"
2.00
3/8" 0.90
0.25
1 18 8.20
8.19
2.30
1 18 8.20
83 83.72
5/8"
2.00
1/2"
4.00
3/8"
2.00
3/8"
0.70
0.70
18.20
142.69
2.40
18.20
698.88
1" 3/4"
16.00
3/8"
16.00
3/8"
16.00
3/8"
16.00
3/8"
12.00
0.44
1.00
18.20
96.10
2.36
18.20
515.42
1" 1" 3/4"
12.00
3/8"
12.00
3/8"
12.00
3/8"
4.00
ESTRIBOS
5/8"
4.00
12.00 ESTRIBOS
DIAM.
1/2"
16.00 16.00 ESTRIBOS
0.20
TOTAL
2.00
2.00 ESTRIBOS
1.00
ANCHO
N° ALTO
ENCOFRADO MEDIDAS TOTAL
1.00
0.70
1 18 8.20
50.96
3.40
1 18 8.20
247.52
1"
4.00 4.00
3/4" 5/8"
4.00
3/8"
8.00
3/8"
4.00
3/8"
4.00
3/8"
AZOTEA C-1
1.00 ESTRIBOS
C-2
0.20
2.50
0.50
2.40
2.50
6.00
5/8"
1.00
1/2"
2.00
3/8"
1.00
3/8"
1.00 ESTRIBOS
1.00
0.90
0.25
2.50
0.56
2.30
2.50
5.75
5/8"
1.00
1/2"
2.00
3/8"
1.00
LONGITUD TOTAL PESO x ml. TOTAL (Kg.) % DESPERDICIO TOTAL (Kg.) + DESPERDICIO Alambre N° 16 TOTAL (Kg.) VARILLAS (9.00 ml.) + DESPERDICIO
3/8"
306.28
1,644.65
ARMADO
FIERRO CANT. 1/4"
3/8"
LONGITUD TOTAL LONG. 1/2" 5/8"
3/4"
1"
BARRA 8.00
19.20
307.20
6.00
19.20
130.00
1.80
936.00
130.00
1.10
286.00
8.00
19.20
6.00
19.20
130.00
1.80
936.00
130.00
1.20
312.00
8.00 16.00
20.50 20.20
130.00
1.80
3,744.00
130.00
2.00
4,160.00
130.00
2.00
4,160.00
130.00
2.40
4,992.00
12.00
20.50
8.00
20.20
130.00
2.00
3,120.00
260.00
130.00
1.70
2,652.00
0.00
260.00
2.36
7,363.20
8.00
20.50
8.00 4.00
20.10 19.20
130.00
2.50
1,300.00
130.00
3.00
3,120.00
130.00
3.40
1,768.00
130.00
1.90
988.00
8.00
3.00
6.00
3.00
20.00
1 1..80
72.00
20.00
1 1..10
22.00
8.00
3.00
6.00
3.00
20.00
1 1..80
230.40
307.20 230.40
2,624.00 5,171.20
2,952.00 1,939.20
656.00 307.20
24.00 18.00
24.00 18.00 72.00
643.20
2.20
20.00
1 1..20
24.00
0. 0.00 00 40 40,0 ,027 27.2 .20 0 0.250 67,5 67,596 96.2 .21 1
0.00 0.00 22,8 22,815 15.5 .50 0 5.00%
73,6 73,645 45.8 .81 1 4,087.34
77,733.15
0.570 7.00%
0.00 0.00 24,4 24,412 12.5 .59 9 0.00 1,354.90
1/4" 0.00
3/8" 4,758.79
49 496. 6.80 80
96 969. 9.60 60
7, 7,75 753. 3.60 60
6, 6,23 232. 2.00 00
1.020
1.590
2.240
4.070
506. 506.74 74 1 1,5 ,541 41.6 .66 6 17, 17,36 368. 8.06 06 2 25, 5,36 364. 4.24 24 8.00%
9.00%
10.00%
10.00%
547. 547.27 27 1 1,6 ,680 80.4 .41 1 19, 19,10 104. 4.87 87 2 27, 7,90 900. 0.66 66 30.37 93.26 1,060.32 1,548.49
1/2" 60.00
5/8" 117.00
3/4" 948.00
1" 761.69
METRADO
DE
CONCRETO
OBRA OFICINA OBRA OFICINAS S PRINCIP PRINCIPALE ALES S FECHA DICIEMBRE. DICIEMBRE. 2012 CONCRETO ARMADO COLUMNETAS PART.
ELEMENTO DESCRIPCION
CONCRETO MEDIDAS
CANT. LARGO
ANCHO
ALTON°
TOTAL
m³.
ENCOFRADO MEDIDAS TOTAL LAR LARGO ANC NC/A /ALT LT
DIAM.
m².
CA- 15x25 PRIMER PISO
98.00
0.25
0.15
3.15
11.58
0.50
3.15
1 15 54.35
98.00
3/8" 1/4"
NCA-15x25 TECHO 1° PISO
128.00
0.25
0.15
3.15
15.12
0.50
3.15
201.60
128.00 TECHO 2° PISO
120.00
1/4" 0.25
0.15
3.15
14.18
0.50
3.15
189.00
120.00 TECHO 3° PISO
150.00 56.00
3/8" 1/4"
0.25
0.15
3.15
17.72
0.50
3.15
236.25
150.00 TECHO 4° PISO
3/8"
3/8" 1/4"
0.25
0.15
3/8"
56.00
1/4"
CB-25x25 PRIMER PISO
4.00
0.25
0.25
3.15
0.79
0.75
3.15
9.45
4.00
3/8" 1/4"
NCB 25x25 TECHO 1° PISO
2.00
0.25
0.25
3.15
0.39
0.75
3.15
4.73
2.00 TECHO 2° PISO
2.00
0.25
0.25
3.15
0.39
0.75
3.15
4.73
2.00 TECHO 3° PISO
2.00 4.00
0.25
0.25
3.15
0.39
0.75
3.15
4.73
TOTAL (Kg.) VARILLAS VARILLA S (9.00 ml.) + DESPERDICIO
3/8" 1/4"
0.25
0.25
3/8"
4.00
LONGITUD TOTAL PESO x ml. TOTAL (Kg.) % DESPERDICIO TOTAL (Kg.) + DESPERDICIO Alambre N° 16
3/8" 1/4"
2.00 TECHO 4° PISO
3/8" 1/4"
1/4"
60.56
804.83
ARMADO
FIERRO CANT.
LONGITUD TOTAL LONG. BARRA
4.00 22.00 4.00 20.00 4.00 20.00 4.00 20.00
1/4"
3.50
3/8"
1/2"
5/8"
3/4"
1"
1,372.00
0.80 1,724.80 3.50
1,792.00
0.80 2,048.00 3.50
1,680.00
0.80 1,920.00 3.50
2,100.00
0.80 2,400.00
4.00
0.00 0.00
4.00
3.50
22.00
1.00
4.00
3.50
20.00
1.00
4.00
3.50
20.00
1.00
4.00
3.50
20.00
1.00
56.00 88.00 28.00 40.00 28.00 40.00 28.00 40.00
4.00
0.00 0.00
8,300.80 7,084.00 0.250
0.570
6,113.08 2,075.20 4,037.88
0.00
0.00
0.00
0.00
1.020
1.590
2.240
4.070
0.00
0.00
0.00
0.00
7.00%
8.00%
9.00%
10.00%
10.00%
6,499.49 2,178.96 4,320.53
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5.00% 360.72
6,860.21
120.93
239.79
1/4"
3/8"
968.43
842.21
1/2" 0.00
5/8" 0.00
3/4" 0.00
1" 0.00
METRADO
DE
CONCRETO
OBRA OFICINA OBRA OFICINAS S PRINCIP PRINCIPALE ALES S FECHA DICIEMBRE. DICIEMBRE. 2012 CONCRETO ARMADO PLACAS PART.
ELEMENTO DESCRIPCION
CONCRETO MEDIDAS
CANT. LARGO
ANCHO
N° ALTO
TOTAL
m³.
ENCOFRADO MEDIDAS TOTAL LAR LARGO ANC NC/A /ALT LT
DIAM.
m².
PLACA PL-1 PL
2.00
3.10
V
2.00
3/8"
H
2.00
3/8"
C-5
2.00
0.50
0.20
0.40
18.20
18.20
22.57
7.28
6.20
1.60
18.20
18.20
225.68
58.24
2.00
3/4"
ESTRIBOS
4.00
3/8"
C-3
2.00
0.70
0.70
18.20
17.84
2.60
18.20
94.64
2.00 ESTRIBOS
1 1"" 3/4"
2.00
3/8"
2.00
3/8"
2.00
3/8"
PLACA PL-2 V
2.00
3.80
0.20
18.20
27.66
8.00
18.20
291.20
3/8"
H
2.00
3/8"
C-7
4.00
5/8"
ESTRIBOS
4.00
3/8"
PL
2.00
PLACA PL-3 1.50
0.20
18.20
10.92
3.40
18.20
123.76
V
2.00
3/8"
H
2.00
3/8"
C-7
4.00
5/8"
ESTRIBOS
4.00
3/8"
V
2.00
2.55
0.25
18.20
23.21
H
2.00
0.60
0.15
18.20
3.28
C-6
2.00
3/4"
ESTRIBOS
4.00
3/8"
PLACA PL-4 5.90
18.20
214.76
3/8" 3/8"
C-8
2.00
5/8"
ESTRIBOS
2.00
3/8"
PLACA PL-5 2.00
2.05
0.20
18.20
14.92
4.50
18.20
163.80
2.00 C-7
3/8" 3/8"
4.00
5/8"
4.00
3/8"
PLACA PL-6 V
PLACA PL-7
2.00
1.75
0.25
18.20
15.93
0.60
0.15
18.20
3.28
4.30
18.20
156.52
3/8"
H
2.00
C-6
2.00
3/4"
3/8"
ESTRIBOS
4.00
3/8"
C-8
2.00
5/8"
ESTRIBOS
2.00
3/8"
V
2.00
2.60
0.20
18.20
18.93
5.60
18.20
203.84
3/8"
H
2.00
3/8"
C-7
4.00
5/8"
4.00
3/8"
PLACA PL-8 2.00
2.00
0.20
18.20
14.56
4.20
18.20
152.88
5/8"
GANCHOS
2.00
3/8"
V
2.00
3/8"
H
2.00
3/8"
2.00
2.10
0.20
18.20
15.29
4.10
18.20
149.24
5/8"
V
2.00
3/8"
H
2.00
3/8"
2.00 GANCHOS
0.70
0.20
18.20
5.10
1.80
18.20
65.52
5/8"
2.00
3/8"
2.00
3/8"
2.00
3/8"
PLACA PL-9 V
2.00
3.05
0.30
18.20
33.31
6.70
18.20
243.88
3/8"
H
2.00
3/8"
C-9
4.00
3/4"
4.00
5/8"
ESTRIBOS
8.00
3/8"
V
2.00
2.30
0.20
22.00
20.24
H
2.00
0.30
0.25
22.00
3.30
C-11
2.00
5/8"
2.00
1/2"
ESTRIBOS
4.00
3/8"
NUDO
2.00
5/8"
ESTRIBOS
2.00
3/8"
V
1.00
1.80
0.20
22.00
7.92
H
1.00
0.70
0.30
22.00
4.62
1.00
0.45
0.20
22.00
1.98
PLACA PL-10 5.65
22.00
248.60
3/8" 3/8"
PLACA PL-11
C-10
6.50
22.00
143.00
3/8" 3/8"
1.00
3/4"
1.00
5/8"
ESTRIBOS
2.00
3/8"
NUDO
1.00
5/8"
ESTRIBOS
1.00
3/8"
PLACA PL-12 2.00
3.00
0.30
18.20
32.76
2.00
1.00
0.40
18.20
14.56
7.40
18.20
269.36
3/8" 3/8"
2.00
5/8"
GANCHOS
2.00
3/8"
C-12
2.00
1"
2.00
3/4"
2.00
5/8"
2.00
3/8"
4.00
3/8"
2.00
3/8"
2.00
3/8"
ESTRIBOS
PLACA PL-13 V
1.00
1.06
1.00
18.20
19.29
8.48
18.20
154.34
5/8"
H
1.00
3/8"
H
1.00
3/8"
AZOTEA PLACA PL-4 V
1.00
2.55
0.25
2.50
1.59
H
1.00
0.60
0.15
2.50
0.23
5.90
2.50
14.75
3/8"
C-6
1.00
3/4"
ESTRIBOS
2.00
3/8"
C-8
1.00
5/8"
ESTRIBOS
1.00
3/8"
3/8"
PLACA PL-5 1.00
2.05
0.20
2.50
1.03
4.50
2.50
11.25
3/8"
1.00
3/8"
C-7
2.00
5/8"
ESTRIBOS
2.00
3/8"
V
1.00
H
1.00
3/8"
C-7
2.00
5/8"
ESTRIBOS
2.00
3/8"
PLACA PL-7
LONGITUD TOTAL PESO x ml. TOTAL (Kg.) % DESPERDICIO TOTAL (Kg.) + DESPERDICIO Alambre N° 16 TOTAL (Kg.) VARILLAS (9.00 ml.) + DESPERDICIO
2.60
0.20
2.50
1.30
342.87
5.60
2.50
14.00
2,999.26
3/8"
ARMADO
FIERRO CANT.
LONGITUD TOTAL LONG. BARRA
1/4"
3/8"
30.00
19.90
1,194.00
192.00
4.70
1,804.80
10.00
20.10
125.00
1.40
8.00
20.50
6.00
20.10
130.00
1.80
468.00
130.00
2.20
572.00
130.00
2.20
572.00
1/2"
5/8"
3/4"
1"
402.00 700.00 328.00 241.20
36.00
19.90
1,432.80
192.00
4.00
1,536.00
6.00
19.90
130.00
1.40
728.00
4.00
19.90
159.20
192.00
1.70
652.80
6.00
19.90
130.00
1.40
728.00
12.00
19.90
477.60
192.00
2.80
1,075.20
10.00
20.10
130.00
1.60
477.60
477.60
402.00 832.00
6.00
19.90
130.00
1.50
390.00
238.80
10.00
19.90
398.00
192.00
2.25
864.00
6.00
19.90
130.00
1.40
728.00
6.00
19.20
230.40
192.00
2.00
768.00
10.00
20.10
130.00
1.60
6.00
19.90
130.00
1.50
477.60
402.00 832.00 238.80 390.00
14.00
19.20
537.60
192.00
2.80
1,075.20
6.00
19.90
130.00
1.40
477.60 728.00
8.00
19.90
324.00
0.30
194.40
318.40
18.00
19.20
691.20
192.00 4.00
2.30 19.20
883.20
18.00
19.20
691.20
192.00
2.40
921.60
4.00
19.90
162.00
0 0..30
97.20
12.00
19.20
460.80
192.00
0.90
345.60
18.00
19.20
691.20
192.00
3.15
1,209.60
4.00
20.10
4.00
19.90
130.00
1.20
1,248.00
18.00
23.00
828.00
230.00
2.50
1,150.00
6.00
23.00
2.00
23.00
150.00
1.10
6.00
23.00
114.00
1.45
330.60
18.00
23.00
414.00
150.00
2.70
405.00
6.00
23.90
2.00
23.00
150.00
1.40
6.00
19.90
114.00
1.30
148.20
18.00
19.20
691.20
192.00
2.80
1,075.20
4.00
19.20
153.60
159.20
321.60 318.40
276.00 92.00 660.00 276.00
143.40 46.00 420.00 119.40
153.60
1,045.00
0.40
8.00
20.50
836.00
8.00
20.10
4.00
19.20
130.00
2.50
650.00
130.00
3.00
1,560.00
130.00
3.40
884.00
130.00
1.90
494.00
32.00
19.20
95.00
3.50
332.50
95.00
5.20
494.00
328.00 321.60 153.60
614.40
12.00
2. 2 .80
33.60
25.00
2. 2 .80
70.00
10.00
3.00
20.00
1. 1 .60
6.00
3.00
20.00
1. 1 .50
30.00
10.00
2. 2 .80
28.00
25.00
2. 2 .25
56.25
30.00 64.00 18.00
6.00
3.00
20.00
1. 1 .40
56.00
14.00
2. 2 .80
39.20
25.00
2. 2 .80
70.00
6.00
3.00
20.00
1. 1 .40
36.00
36.00 56.00
0. 0.00 00
39 39,1 ,183 83.3 .35 5
0.250
0.570
92 92.0 .00 0 5,0 5,066 66.6 .60 0 2,263 2,263.8 .80 0 1.020
1.590
2.240
65 656. 6.00 00 4.070
38 38,2 ,225 25.0 .08 8
0. 0.00 00 22,3 22,334 34.5 .51 1 5.00% 7.00%
93 93.8 .84 4 8,05 8,055. 5.89 89 5,0 5,070 70.9 .91 1 2,6 2,669 69.9 .92 2 8.00% 9.00% 10.00% 10.00%
41,2 41,295 95.1 .11 1
0.00 0.00 23, 23,89 897. 7.93 93
101. 101.35 35 8,7 8,780 80.9 .92 2 5, 5,57 578. 8.00 00 2 2,9 ,936 36.9 .91 1
2,291.88
43,586.99
0.00
1/4" 0.00
1,326.33
3/8" 4,658.46
5.62
1/2" 11.00
487.34
309.58
163.00
5/8"
3/4"
1"
614.00
277.00
80.18
METRADO
DE
CONCRE
OBRA OFI OBRA OFICIN CINAS AS PRIN PRINCIP CIPAL ALES ES FECHA DICIEMBRE. 2012 CONCRETO ARMADO VIGAS PART.
MIE DESCERLIPEC ON NTO
CANT.
MEDIC DO AN SCRETO N° LARGO ANCHO ALTO
TOTAL
m³.
EINDCAO MED SFRADO TOTAL LA LARG RGO O ANC/A NC/ALT LT
m².
VIGAS 1° TECHO V-100 (25x80) CURVO
2.00
2 22 2.70
0.25
0.80
9.08
2 22 2.70
1.60
7 72 2.64
19.25
0.20
0.80
6.16
19.25
1.30
50.05
25.15
0.40
0.80
16.10
25.15
1.50
75.45
27.60
0.40
0.80
17.66
27.60
1.50
82.80
4.00
0.40
0.80
2.56
4.00
1.50
12.00
4.00
4.80
0.20
0.80
3.07
4.80
1.55
29.76
2.00
4.00
0.25
0.80
4.00
1.35
10 10.80
2.00
27.60
0.40
0.80
27.60
1.50
82.80
2.00 2.00
V-100' (20x80) 2.00 2.00
V-101 (40x80) EJES K
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
ES ESTR TRIB IBOS OS
2. 2.00 00
EJES M
2.00
V-102 (40x80) 2.00 2.00 2.00 2.00 2.00 2.00 2.00 ES ESTR TRIB IBOS OS
2. 2.00 00
V-102' (40x80) EJE M
2.00 2.00 2.00
ES ESTR TRIB IBOS OS
2. 2.00 00
V-103 (20x80)
V-103' (25x80)
V-104 (40x80) EJE N
2.00
17.66
2.00 2.00 2.00 2.00 2.00 2.00
V-105 (40x80)
EJE O
2.00
12.60
0.15
0.80
3.02
12.60
1.25
31.50
3.95
0.15
0.80
0.95
3.95
1.25
9.88
3.50
0.15
0.40
0.42
3.50
0.45
3.15
2.00 2.00 2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2. 00 2.00 2.00 2.00
ESTR ESTRIB IBOS OS
2.00 2. 00
EJE O
2.00
V-105' (15x40) 2.00
VA-1 (20x40)
ESTR ESTRIB IBOS OS
2.00 2. 00
EJE L
2.00
2.35
0.20
0.40
0.38
2.35
0.75
3.53
EJE O
2.00
15.90
0.15
0.60
2.86
15.90
2.00
63.60
2.00
15.90
0.15
0.50
2.39
ESTR ESTRIB IBOS OS
2.00 2. 00
EJE M
1.00
12.40
0.40
0.80
3.97
12.40
1.75
21.70
8.50
0.40
0.80
2.72
8.50
2.00
17.00
4.40
0.30
0.80
2.11
4.40
0.80
7.04
2.60
0.30
0.60
0.47
2.60
1.00
2.60
4.10
0.30
0.60
1.48
4.10
1.00
8.20
CORTE D1-D1
V-117(40x80) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ESTR ESTRIB IBOS OS
1.00 1. 00
EJE K
1.00
ESTR ESTRIB IBOS OS
1.00 1. 00
V-118(40x80) 1.00
V-116(30x80) 2.00 2.00 2.00 2.00
V-116'(30x80)
ESTR ESTRIB IBOS OS
2.00 2. 00 1.00 1.00 1.00
ESTR ESTRIB IBOS OS
1.00 1. 00
EJE P
2.00
V-115(30x60)
2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
EJE P
1.00
V-115'(20x60) 2.70
0.20
0.60
0.32
2.70
0.90
2.43
7.60
0.40
0.80
4.86
7.60
1.75
26.60
3.30
0.20
0.80
1.06
3.30
1.55
10.23
3.60
0.20
0.80
1.15
3.60
1.55
11.16
9.25
0.40
0.80
5.92
9.25
1.50
27.75
7.90
0.20
0.80
2.53
7.90
1.30
20.54
1.00 ESTR ESTRIB IBOS OS
1.00 1. 00
EJE P
2.00
V-106(40x80) 2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
EJE 5, 20
2.00
V-114(20x80) 2.00 2.00 2.00 2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2.00 2.00
EJE 6, 19
2.00
V-113(40x80) 2.00 2.00 2.00 2.00 2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
EJE 7, 18
2.00
V-112(20x80) 2.00 2.00 2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
EJE 7, 18
2.00
3.65
0.40
0.25
0.73
3.65
0.40
2.92
2.00
4.70
0.25
0.80
1.88
4.70
1.35
12.69
16.10
0.40
0.80
10.30
16.10
1.50
48.30
14.50
0.40
0.80
9.28
14.50
1.50
43.50
VCH-1 (40x25)
V-111(25x80) 2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
EJE 8, 17
2.00 2.00
V-110(40x80)
2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
EJE 9, 16
2.00
V-109(40x80) 2.00
2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
EJE 10, 15
2.00
V-108(40x80) 13.45
0.40
0.80
8.61
13.45
1.50
40.35
16.55
0.40
0.80
10.59
16.55
1.75
57.93
15.10
0.40
0.80
4.83
15.10
2.00
30.20
15.10
0.40
0.80
4.83
15.10
2.00
30.20
2.00 2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
EJE 11, 14
2.00
V-107(40x80) 2.00 2.00 2.00 2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
V-119(40x80) EJE 12,
1.00 1.00 1.00 1.00 1.00 1.00
EC ECTR TRIB IBOS OS
1.00 1. 00
EJE , 13
1.00
V-122(40x80) 1.00 1.00 1.00 1.00 1.00 EC ECTR TRIB IBOS OS
1.00 1. 00
ZONZA CURVA
2.00 2.00
3.45 2.25
0.20 0.20
0.80 0.80
1.10 0.72
3.45 2.25
1.30 1.30
8.97 5.85
2.00
1.55
0.20
0.80
0.50
1.55
1.30
4.03
2.00
22 22.70
0.25
0.80
9.08
22 22.70
1.60
7 72 2.64
19.25
0.20
0.80
6.16
19.25
1.30
50.05
25.15
0.40
0.80
16.10
25.15
1.50
75.45
VP-1'(20x80)
VIGAS 2° TECHO V-100 (25x80) CURVO
2.00 2.00
V-100' (20x80) 2.00 2.00
V-101 (40x80) EJES K
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
EJES M
2.00
V-102 (40x80) 27.60
0.40
0.80
17.66
27.60
1.50
82.80
4.00
0.40
0.80
2.56
4.00
1.50
12.00
4.00
4.80
0.20
0.80
3.07
4.80
1.55
29.76
2.00
4.00
0.25
0.80
4.00
1.35
10 10.80
2.00
27.60
0.40
0.80
17.66
27.60
1.50
82.80
12.60
0.15
0.80
3.02
12.60
1.25
31.50
3.95
0.15
0.80
0.95
3.95
1.25
9.88
3.50
0.15
0.40
0.42
3.50
0.45
3.15
2.00 2.00 2.00 2.00 2.00 2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
V-102' (40x80) EJE M
2.00 2.00 2.00
ESTR ESTRIB IBOS OS
2.00 2. 00
V-103 (20x80)
V-103' (25x80)
V-104 (40x80) EJE N
2.00 2.00 2.00 2.00 2.00 2.00 2.00
V-105 (40x80) EJE O
2.00 2.00 2.00 2.00 2.00
ESTR ESTRIB IBOS OS
2.00 2. 00 2.00 2.00 2.00
ESTR ESTRIB IBOS OS
2.00 2. 00
EJE O
2.00
V-105' (15x40) 2.00
VA-1 (20x40)
ESTR ESTRIB IBOS OS
2.00 2. 00
EJE L
2.00
2.35
0.20
0.40
0.38
2.35
0.75
3.53
EJE O
2.00
15.90
0.15
0.60
2.86
15.90
2.00
63.60
2.00
15.90
0.15
0.50
2.39
CORTE D1-D1
ESTR ESTRIB IBOS OS
V-117(40x80)
2.00 2. 00
EJE M
1.00
12.40
0.40
0.80
3.97
12.40
1.75
21.70
8.50
0.40
0.80
2.72
8.50
2.00
17.00
4.40
0.30
0.80
2.11
4.40
0.80
7.04
2.60
0.30
0.60
0.47
2.60
1.00
2.60
4.10
0.30
0.60
1.48
4.10
1.00
8.20
2.70
0.20
0.60
0.32
2.70
0.90
2.43
7.60
0.40
0.80
4.86
7.60
1.75
26.60
3.30
0.20
0.80
1.06
3.30
1.55
10.23
3.60
0.20
0.80
1.15
3.60
1.55
11.16
9.25
0.40
0.80
5.92
9.25
1.50
27.75
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ESTR ESTRIB IBOS OS
1.00 1. 00
EJE K
1.00
ESTR ESTRIB IBOS OS
1.00 1. 00
V-118(40x80) 1.00
V-116(30x80) 2.00 2.00 2.00 2.00 ESTR ESTRIB IBOS OS
V-116'(30x80)
2.00 2. 00 1.00 1.00 1.00
ESTR ESTRIB IBOS OS
1.00 1. 00
EJE P
2.00
V-115(30x60) 2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
V-115'(20x60) EJE P
1.00 1.00
ESTR ESTRIB IBOS OS
1.00 1. 00
V-106(40x80) EJE P
2.00 2.00 2.00
ESTR ESTRIB IBOS OS
2.00 2. 00
EJE 5, 20
2.00
V-114(20x80) 2.00 2.00 2.00 2.00 2.00 2.00
V-113(40x80)
ESTR ESTRIB IBOS OS
2.00 2. 00
EJE 6, 19
2.00 2.00 2.00 2.00 2.00 2.00
2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
EJE 7, 18
2.00
V-112(20x80) 7.90
0.20
0.80
2.53
7.90
1.30
20.54
2.00 2.00 2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
EJE 7, 18
2.00
3.65
0.40
0.25
0.73
3.65
0.40
2.92
2.00
4.70
0.25
0.80
1.88
4.70
1.35
12.69
16.10
0.40
0.80
10.30
16.10
1.50
48.30
14.50
0.40
0.80
9.28
14.50
1.50
43.50
13.45
0.40
0.80
8.61
13.45
1.50
40.35
16.55
0.40
0.80
10.59
16.55
1.75
57.93
15.10
0.40
0.80
4.83
15.10
2.00
30.20
15.10
0.40
0.80
4.83
15.10
2.00
30.20
VCH-1 (40x25)
V-111(25x80) 2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
EJE 8, 17
2.00
V-110(40x80) 2.00 2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
EJE 9, 16
2.00
V-109(40x80) 2.00 2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
V-108(40x80) EJE 10, 15
2.00 2.00 2.00
ESTR ESTRIB IBOS OS
2.00 2.00 2.00
V-107(40x80) EJE 11, 14
2.00 2.00 2.00 2.00 2.00 2.00
ESTR ESTRIB IBOS OS
2.00 2. 00
EJE 12
1.00
V-119(40x80) 1.00 1.00 1.00 1.00 1.00 EC ECTR TRIB IBOS OS
1.00 1. 00
EJE 13
1.00
V-122(40x80) 1.00 1.00
1.00 1.00 1.00 EC ECTR TRIB IBOS OS
1.00 1. 00
ZONZA CURVA
2.00
3.45
0.20
0.80
1.10
3.45
1.30
8.97
2.00 2.00
2.25 1.55
0.20 0.20
0.80 0.80
0.72 0.50
2.25 1.55
1.30 1.30
5.85 4.03
2.00
22 22.70
0.25
0.80
9.08
22 22.70
1.60
7 72 2.64
19.25
0.20
0.80
6.16
19.25
1.30
50.05
25.15
0.40
0.80
16.10
25.15
1.50
75.45
27.60
0.40
0.80
17.66
27.60
1.50
82.80
4.00
0.40
0.80
2.56
4.00
1.50
12.00
4.00
4.80
0.20
0.80
3.07
4.80
1.55
29.76
2.00
4.00
0.25
0.80
4.00
1.35
10 10.80
2.00
27.60
0.40
0.80
27.60
1.50
82.80
VP-1'(20x80)
VIGAS 3° TECHO V-100 (25x80) CURVO
2.00 2.00
V-100' (20x80) 2.00 2.00
V-101 (40x80) EJES K
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
ESTR ESTRIB IBOS OS
2.00 2. 00
EJES M
2.00
V-102 (40x80) 2.00 2.00 2.00 2.00 2.00 2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
EJE M
2.00
V-102' (40x80) 2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
V-103 (20x80)
V-103' (25x80)
V-104 (40x80) EJE N
2.00 2.00 2.00
17.66
2.00 2.00 2.00 2.00
V-105 (40x80) EJE O
2.00
12.60
0.15
0.80
3.02
12.60
1.25
31.50
3.95
0.15
0.80
0.95
3.95
1.25
9.88
3.50
0.15
0.40
0.42
3.50
0.45
3.15
2.00 2.00 2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2. 00 2.00 2.00 2.00
ESTR ESTRIB IBOS OS
2.00 2. 00
EJE O
2.00
V-105' (15x40) 2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
EJE L
2.00
2.35
0.20
0.40
0.38
2.35
0.75
3.53
EJE O
2.00
15.90
0.15
0.60
2.86
15.90
2.00
63.60
2.00
15.90
0.15
0.50
2.39
12.40
0.40
0.80
3.97
12.40
1.75
21.70
8.50
0.40
0.80
2.72
8.50
2.00
17.00
4.40
0.30
0.80
2.11
4.40
0.80
7.04
2.60
0.30
0.60
0.47
2.60
1.00
2.60
4.10
0.30
0.60
1.48
4.10
1.00
8.20
VA-1 (20x40)
CORTE D1-D1
ESTR ESTRIB IBOS OS
2.00 2. 00
EJE M
1.00
V-117(40x80) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ESTR ESTRIB IBOS OS
1.00 1. 00
V-318(40x80) EJE K
1.00 1.00 1.00
ESTR ESTRIB IBOS OS
1.00 1. 00
V-316(30x80) 2.00 2.00 2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
V-316'(30x80) 1.00 1.00 1.00 ESTR ESTRIB IBOS OS
1.00 1. 00
EJE P
2.00
V-315(30x60) 2.00
2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
EJE P
1.00
ESTR ESTRIB IBOS OS
1.00 1. 00
V-315'(20x60) 2.70
0.20
0.60
0.32
2.70
0.90
2.43
7.60
0.40
0.80
4.86
7.60
1.75
26.60
3.30
0.20
0.80
1.06
3.30
1.55
10.23
3.60
0.20
0.80
1.15
3.60
1.55
11.16
9.25
0.40
0.80
5.92
9.25
1.50
27.75
7.90
0.20
0.80
2.53
7.90
1.30
20.54
1.00
V-106(40x80) EJE P
2.00 2.00 2.00
ESTR ESTRIB IBOS OS
2.00 2. 00
EJE 5, 20
2.00
V-114(20x80) 2.00 2.00 2.00 2.00 2.00 2.00
V-113(40x80)
ESTR ESTRIB IBOS OS
2.00 2. 00
EJE 6, 19
2.00 2.00 2.00 2.00 2.00 2.00 2.00
ESTR ESTRIB IBOS OS
2.00 2. 00
EJE 7, 18
2.00
V-112(20x80) 2.00 2.00 2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
EJE 7, 18
2.00
3.65
0.40
0.25
0.73
3.65
0.40
2.92
2.00
4.70
0.25
0.80
1.88
4.70
1.35
12.69
16.10
0.40
0.80
10.30
16.10
1.50
48.30
14.50
0.40
0.80
9.28
14.50
1.50
43.50
VCH-1 (40x25)
V-111(25x80) 2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
EJE 8, 17
2.00
V-110(40x80) 2.00 2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
EJE 9, 16
2.00
V-109(40x80) 2.00 2.00
2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
V-108(40x80) EJE 10, 15
2.00
13.45
0.40
0.80
8.61
13.45
1.50
40.35
16.55
0.40
0.80
10.59
16.55
1.75
57.93
15.10
0.40
0.80
4.83
15.10
2.00
30.20
15.10
0.40
0.80
4.83
15.10
2.00
30.20
2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2.00 2.00
EJE 11, 14
2.00
V-107(40x80) 2.00 2.00 2.00 2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
EJE 12, 13
1.00
V-319(40x80) 1.00 1.00 1.00 1.00 1.00 EC ECTR TRIB IBOS OS
1.00 1. 00
V-322(40x80) EJE 12, 13
1.00 1.00 1.00 1.00 1.00 1.00
EC ECTR TRIB IBOS OS
1.00 1. 00
ZONZA CURVA
2.00 2.00
3.45 2.25
0.20 0.20
0.80 0.80
1.10 0.72
3.45 2.25
1.30 1.30
8.97 5.85
2.00
1.55
0.20
0.80
0.50
2.25
1.30
5.85
2.00
22 22.70
0.25
0.80
9.08
22 22.70
1.60
7 72 2.64
19.25
0.20
0.80
6.16
19.25
1.30
50.05
25.15
0.40
0.80
16.10
25.15
1.50
75.45
VP-1'(20x80)
VIGAS 4° TECHO V-100 (25x80) CURVO
2.00 2.00
V-100' (20x80) 2.00 2.00
V-101 (40x80) EJES K
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
EJES M
2.00
V-102 (40x80) 27.60
0.40
0.80
17.66
27.60
1.50
82.80
4.00
0.40
0.80
2.56
4.00
1.50
12.00
4.00
4.80
0.20
0.80
3.07
4.80
1.55
29.76
2.00
4.00
0.25
0.80
4.00
1.35
10 10.80
2.00
27.60
0.40
0.80
17.66
27.60
1.50
82.80
12.60
0.15
0.80
3.02
12.60
1.25
31.50
3.95
0.15
0.80
0.95
3.95
1.25
9.88
3.50
0.15
0.40
0.42
3.50
0.45
3.15
2.00 2.00 2.00 2.00 2.00 2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
V-102' (40x80) EJE M
2.00 2.00 2.00
ESTR ESTRIB IBOS OS
2.00 2. 00
V-103 (20x80)
V-103' (25x80)
V-104 (40x80) EJE N
2.00 2.00 2.00 2.00 2.00 2.00 2.00
V-105 (40x80) EJE O
2.00 2.00 2.00 2.00 2.00
ESTR ESTRIB IBOS OS
2.00 2. 00 2.00 2.00 2.00
ESTR ESTRIB IBOS OS
2.00 2. 00
EJE O
2.00
ESTR ESTRIB IBOS OS
2.00 2. 00
EJE L
2.00
2.35
0.20
0.40
0.38
2.35
0.75
3.53
EJE O
2.00
15.90
0.15
0.60
2.86
15.90
2.00
63.60
2.00
15.90
0.15
0.50
2.39
ESTR ESTRIB IBOS OS
2.00 2. 00
V-105' (15x40) 2.00
VA-1 (20x40)
CORTE D1-D1
V-117(40x80)
EJE M
1.00
12.40
0.40
0.80
3.97
12.40
1.75
21.70
8.50
0.40
0.80
2.72
8.50
2.00
17.00
4.40
0.30
0.80
2.11
4.40
0.80
7.04
2.60
0.30
0.60
0.47
2.60
1.00
2.60
4.10
0.30
0.60
1.48
4.10
1.00
8.20
2.70
0.20
0.60
0.32
2.70
0.90
2.43
7.60
0.40
0.80
4.86
7.60
1.75
26.60
3.30
0.20
0.80
1.06
3.30
1.55
10.23
3.60
0.20
0.80
1.15
3.60
1.55
11.16
9.25
0.40
0.80
5.92
9.25
1.50
27.75
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ESTR ESTRIB IBOS OS
1.00 1. 00
EJE K
1.00
V-318(40x80) 1.00 1.00 ESTR ESTRIB IBOS OS
1.00 1. 00
V-316(30x80) 2.00 2.00 2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
V-316'(30x80) 1.00 1.00 1.00 ESTR ESTRIB IBOS OS
1.00 1. 00
EJE P
2.00
V-315(30x60) 2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
V-315'(20x60) EJE P
1.00 1.00
ESTR ESTRIB IBOS OS
1.00 1. 00
V-106(40x80) EJE P
2.00 2.00 2.00
ESTR ESTRIB IBOS OS
2.00 2. 00
EJE 5, 20
2.00
V-114(20x80) 2.00 2.00 2.00 2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2.00 2.00
EJE 6, 19
2.00
V-113(40x80) 2.00 2.00 2.00 2.00
2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
EJE 7, 18
2.00
V-112(20x80) 7.90
0.20
0.80
2.53
7.90
1.30
20.54
2.00 2.00 2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
EJE 7, 18
2.00
3.65
0.40
0.25
0.73
3.65
0.40
2.92
2.00
4.70
0.25
0.80
1.88
4.70
1.35
12.69
16.10
0.40
0.80
10.30
16.10
1.50
48.30
14.50
0.40
0.80
9.28
14.50
1.50
43.50
13.45
0.40
0.80
8.61
13.45
1.50
40.35
16.55
0.40
0.80
10.59
16.55
1.75
57.93
15.10
0.40
0.80
4.83
15.10
2.00
30.20
15.10
0.40
0.80
4.83
15.10
2.00
30.20
VCH-1 (40x25)
V-111(25x80) 2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
EJE 8, 17
2.00 2.00
V-110(40x80)
2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
EJE 9, 16
2.00
V-109(40x80) 2.00 2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
EJE 10, 15
2.00
V-108(40x80) 2.00 2.00 2.00 ESTR ESTRIB IBOS OS
2.00 2. 00
V-107(40x80) EJE 11, 14
2.00 2.00 2.00 2.00 2.00 2.00
ESTR ESTRIB IBOS OS
2.00 2. 00
EJE 12, 13
1.00
V-319(40x80) 1.00 1.00 1.00 1.00 1.00 EC ECTR TRIB IBOS OS
1.00 1. 00
EJE 12, 13
1.00
V-322(40x80) 1.00
1.00 1.00 1.00 1.00 EC ECTR TRIB IBOS OS
1.00 1. 00
VP-1'(20x80) ZONZA CURVA
2.00
3.45
0.20
0.80
1.10
3.45
1.30
8.97
2.00
2.25
0.20
0.80
0.72
2.25
1.30
5.85
2.00
1.55
0.20
0.80
0.50
1.55
1.30
4.03
1.00
18.06
0.15
0.60
1.63
18.06
1.20
21.67
1.00
3.25
0.20
0.40
0.26
3.25
0.80
2.60
1.00
4.00
0.40
0.20
0.32
4.00
0.40
1.60
1.00
4.00
0.15
0.80
0.48
4.00
1.55
6.20
1.00
3.30
0.20
0.80
0.53
3.30
1.55
5.12
3.60
0.20
0.80
0.58
3.60
1.55
5.58
1.00
7.25
0.25
0.40
7.25
0.85
2.00
5.00
0.15
0.40
5.00
0.85
V-CP(15x60) CIRCULO CENTRAL
VIGAS DE AZOTEA VA-1 (20X40)
VCH-2 (40X20)
V-105(15x80)
V-114(15x80) 1.00 1.00 1.00 1.00 1.00 1.00 1.00
V-513(25x40)
V-AT(15x40) ESTR ESTRIB IBOS OS
LONGITUD TOTAL PESO x ml. TOTAL (Kg.)
2.00 2. 00
652.90
3,917.13
% DESPERDICIO TOTAL (Kg.) + DESPERDICIO Alambre N° 16 TOTAL (Kg.) VARILLAS (9.00 ml.) + DESPERDICIO
TO
DIAM.
ARMADO
FIERRO CANT. 1/4"
3/8"
LONGITUD TOTAL LONG. 1/2" 5 /8 "
3/4"
1"
BARRA
5/8"
6.00
24.40
1/2"
2.00
23.50
292.80
3/8"
134.00
2.10
1"
2.00
34.50
3/4" 3/4"
1.00 2.00
34.50 4.70
69.00 18.80
3/4"
2.00
9.50
38.00
1/2"
2.00
32.90
1"
3.00
34.50
3/4"
4.00
2.90
3/4"
2.00
5.20
5/8"
2.00
4.75
94.00 562.80
138.00
131.60 207.00 23.20 20.80 19.00
3/4"
2.00
4.90
3/8"
166.00
2.40
19.60
3/4"
5.00
33.70
5/8"
2.00
9.50
1/2"
2.00
32.90
3/4"
5.00
33.70
337.00
3/4" 3/4"
3.00 3.00
2.90 5.25
17.40 31.50
5/8"
2.00
4.65
18.60
5/8"
2.00
4.70
18.80
3/8"
180.00
2.40
796.80 337.00 38.00 131.60
864.00
5/8"
7.25
0.00
5/8"
5.95
0.00
5/8"
1.50
3/8"
1.60
3/4"
5.00
33.70
1/2"
2.00
32.90
0.00 0.00
337.00 131.60
3/4"
5.00
33.70
337.00
3/4"
4.00
2.90
23.20
3/4"
3.00
5.25
5/8"
2.00
4.65
31.50 18.60
5/8"
2.00
4.70
3/8"
180.00
2.40
5/8"
2.00
15.40
61.60
5/8"
2.00
15.40
61.60
1/2"
2.00
15.25
5/8"
2.00
2.70
5/8"
2.00
2.80
3/8"
78.00
1.90
18.80 864.00
61.00 10.80 11.20 296.40
5/8"
2.00
4.75
3/8"
2.00
4.50
19.00
5/8"
2.00
10.65
3/8"
30.00
1.90
5/8"
2.00
6.50
26.00
5/8"
2.00
3.65
14.60
3/8"
35.00
1.10
77.00
3/8"
9.00
16.80
302.40
3/8"
64.00
1.00
1/4"
87.00
1.50
3/4"
3.00
15.00
5/8"
2.00
15.00
18.00 42.60 114.00
128.00 26 261.00 45.00 30.00
5/8"
2.00
10.40
1/2"
2.00
14.70
20.80
5/8"
2.00
2.80
5.60
3/4" 5/8"
3.00 2.00
15.00 15.00
30.00
3/4"
4.00
3.90
29.40 45.00 15.60
5/8"
4.00
3.90
3/8"
80.00
2.40
15.60
5/8"
10.00
14.90
1/2"
2.00
14.80
3/8"
53.00
2.40
5/8"
3.00
5.65
33.90
5/8"
3.00
7.45
44.70
1/2"
2 2..00
5.65
5/8"
1.00
1.70
3/8"
33.00
2.20
5/8"
4.00
4.65
18.60
5/8"
2.00
2.85
5.70
3/8"
2.00
4 4..40
8.80
3/8"
26.00
1.80
46.80
5/8"
8.00
5.40
192.00 149.00 29.60 127.20
22.60 3.40 145.20
86.40
3/8"
2.00
5.40
5/8"
4.00
1.50
3/8"
31.00
1.80
21.60 12.00 111.60
5/8"
6.00
4.60
3/8"
2.00
4 4..60
9.20
27.60
3/8"
28.00
1.60
44.80
3/4"
8.00
9.35
3/4"
8.00
2.80
1/2"
2 2..00
9.35
3/8"
49.00
2.40
5/8"
8.00
5.30
1/2"
2 2..00
5.30
5/8"
2.00
2.10
3/8"
27.00
2.00
5/8"
8.00
5.05
1/2"
2 2..00
5.05
5/8" 3/8"
2.00 29.00
1.60 2.00
3/4"
4.00
13.00
5/8"
2.00
4.90
149.60 44.80 37.40 235.20 84.80 21.20 8.40 108.00 80.80 20.20 6.40 116.00 104.00 19.60
1/2"
2.00
12.90
3/4"
4.00
13.00
51.60 104.00
3/4"
3.00
2.25
13.50
3/4"
3.00
4.90
29.40
3/4"
2.00
2.15
8.60
3/8"
65.00
2.40
5/8"
3.00
9.40
56.40
5/8"
2.00
3.90
15.60
1/2" 5/8"
2 2..00 2.00
9.40 9.40
312.00
37.60 37.60
5/8"
2.00
4.15
3/8"
63.00
2.00
16.60
5/8"
6.00
6.85
82.20
5/8"
2.00
3.80
15.20
252.00
1/2"
2 2..00
6.85
3/8"
38.00
2.10
27.40
5/8" 1/2"
10.00 2.00
19.50 19.40
5/8"
2.00
7.30
29.20
5/8"
2.00
2.60
10.40
3/8"
122.00
2.40
3/4"
8.00
18.05
5/8"
2.00
4.60
159.60 390.00 77.60
585.60 288.80 18.40
5/8"
3.00
4.05
24.30
3/4"
4.00
5.45
3/8"
115.00
2.40
43.60
3/4"
8.00
17.40
278.40
3/4"
5.00
4.85
48.50
5/8" 5/8"
3.00 4.00
4.05 4.55
3/8"
104.00
2.40
3/4"
10.00
21.50
5/8"
2.00
4.00
16.00
5/8"
2.00
2.65
10.60
5/8"
2.00
4.25
17.00
5/8"
2.00
4.00
1/2"
2.00
21.30
3/8"
120.00
2.40
3/4"
10.00
19.50
5/8"
4.00
4.25
17.00
5/8" 5/8"
4.00 2.00
4.00 2.65
16.00 5.30
5/8"
2.00
2.40
4.80
5/8"
2.00
2.70
3/8"
106.00
2.40
3/4"
10.00
19.50
5/8"
4.00
4.25
17.00
5/8"
4.00
4.00
16.00
5/8"
2.00
2.65
5.30
5/8"
2.00
2.40
4.80
552.00
24.30 36.40 499.20 430.00
16.00 85.20 576.00 195.00
5.40 254.40 195.00
5/8"
2.00
2.70
3/8"
106.00
2.40
5.40
5/8"
6.00
24.40
1/2"
2.00
23.50
3/8"
134.00
2.10
1"
2.00
34.50
3/4" 3/4"
1.00 2.00
34.50 4.70
69.00 18.80
3/4"
2.00
9.50
38.00
1/2"
2.00
32.90
1"
3.00
34.50
3/4"
4.00
2.90
23.20
3/4"
2.00
5.20
20.80
5/8"
2.00
4.75
254.40
292.80 94.00 562.80
138.00
131.60 207.00
19.00
3/4"
2.00
4.90
3/8"
166.00
2.40
3/4"
5.00
33.70
5/8"
2.00
9.50
1/2"
2.00
32.90
3/4" 3/4"
5.00 3.00
33.70 2.90
19.60 796.80 337.00 38.00 131.60 337.00 17.40
3/4"
3.00
5.25
5/8"
2.00
4.65
18.60
31.50
5/8"
2.00
4.70
18.80
3/8"
180.00
2.40
864.00
5/8"
7.25
0.00
5/8"
5.95
0.00
5/8"
1.50
3/8"
1.60
0.00 0.00
3/4"
5.00
33.70
337.00
1/2"
2.00
32.90
3/4"
5.00
33.70
337.00
3/4"
4.00
2.90
23.20
3/4"
3.00
5.25
31.50
5/8"
2.00
4.65
5/8"
2.00
4.70
3/8"
180.00
2.40
5/8"
2.00
15.40
5/8"
2.00
15.40
1/2"
2.00
15.25
5/8"
2.00
2.70
10.80
5/8"
2.00
2.80
11.20
3/8"
78.00
1.90
5/8"
2.00
4.75
3/8"
2.00
4.50
5/8"
2.00
10.65
3/8"
30.00
1.90
5/8"
2.00
6.50
131.60
18.60 18.80 864.00 61.60 61.60 61.00
296.40 19.00 18.00 42.60 114.00 26.00
5/8"
2.00
3.65
3/8"
35.00
1.10
14.60
3/8"
9.00
16.80
302.40
3/8"
64.00
1.00
128.00
1/4"
87.00
1.50
77.00
26 261.00
3/4"
3.00
15.00
45.00
5/8"
2.00
15.00
30.00
5/8"
2.00
10.40
20.80
1/2"
2.00
14.70
5/8"
2.00
2.80
3/4"
3.00
15.00
5/8" 3/4"
2.00 4.00
15.00 3.90
29.40 5.60 45.00 30.00 15.60
5/8"
4.00
3.90
3/8"
80.00
2.40
5/8"
10.00
14.90
1/2"
2.00
14.80
3/8"
53.00
2.40
5/8"
3.00
5.65
5/8"
3.00
7.45
1/2"
2 2..00
5.65
5/8"
1.00
1.70
3/8"
33.00
2.20
5/8"
4.00
4.65
18.60
5/8"
2.00
2.85
5.70
3/8"
2.00
4 4..40
8.80
3/8"
26.00
1.80
46.80
5/8"
8.00
5.40
3/8"
2.00
5.40
5/8"
4.00
1.50
3/8"
31.00
1.80
5/8"
6.00
4.60
3/8"
2.00
4 4..60
9.20
3/8"
28.00
1.60
44.80
3/4"
8.00
9.35
149.60
3/4"
8.00
2.80
44.80
1/2"
2 2..00
9.35
3/8"
49.00
2.40
5/8"
8.00
5.30
1/2"
2 2..00
5.30
5/8"
2.00
2.10
3/8"
27.00
2.00
5/8"
8.00
5.05
1/2"
2 2..00
5.05
15.60 192.00 149.00 29.60 127.20 33.90 44.70 22.60 3.40 145.20
86.40 21.60 12.00 111.60 27.60
37.40 235.20 84.80 21.20 8.40 108.00 80.80 20.20
5/8"
2.00
1.60
3/8"
29.00
2.00
6.40
3/4"
4.00
13.00
5/8"
2.00
4.90
1/2"
2.00
12.90
3/4"
4.00
13.00
104.00
3/4"
3.00
2.25
13.50
3/4"
3.00
4.90
29.40
116.00 104.00 19.60 51.60
3/4"
2.00
2.15
3/8"
65.00
2.40
8.60
5/8"
3.00
9.40
56.40
5/8"
2.00
3.90
15.60
1/2"
2 2..00
9.40
5/8"
2.00
9.40
312.00
37.60 37.60
5/8"
2.00
4.15
3/8"
63.00
2.00
5/8"
6.00
6.85
82.20
5/8"
2.00
3.80
15.20
1/2"
2 2..00
6.85
3/8"
38.00
2.10
5/8"
10.00
19.50
1/2"
2.00
19.40
5/8"
2.00
7.30
16.60 252.00
27.40 159.60 390.00 77.60 29.20
5/8"
2.00
2.60
3/8"
122.00
2.40
10.40
3/4"
8.00
18.05
5/8"
2.00
4.60
18.40
5/8"
3.00
4.05
24.30
3/4"
4.00
5.45
3/8"
115.00
2.40
3/4"
8.00
17.40
278.40
3/4"
5.00
4.85
48.50
5/8"
3.00
4.05
24.30
5/8"
4.00
4.55
36.40
3/8"
104.00
2.40
3/4"
10.00
21.50
5/8"
2.00
4.00
16.00
5/8"
2.00
2.65
10.60
5/8"
2.00
4.25
17.00
5/8"
2.00
4.00
16.00
1/2"
2.00
21.30
3/8"
120.00
2.40
3/4"
10.00
19.50
5/8"
4.00
4.25
17.00
5/8"
4.00
4.00
16.00
5/8"
2.00
2.65
5.30
5/8"
2.00
2.40
4.80
5/8"
2.00
2.70
5.40
3/8"
106.00
2.40
3/4"
10.00
19.50
5/8"
4.00
4.25
5/8"
4.00
4.00
585.60 288.80
43.60 552.00
499.20 430.00
85.20 576.00 195.00
254.40
5/8"
2.00
2.65
5/8"
2.00
2.40
5/8"
2.00
2.70
3/8"
106.00
2.40
5/8"
6.00
24.40
1/2"
2.00
23.50
3/8"
134.00
2.10
1"
2.00
34.50
3/4"
1.00
34.50
69.00
3/4"
2.00
4.70
18.80
292.80 94.00 562.80
138.00
3/4"
2.00
9.50
1/2"
2.00
32.90
1"
3.00
34.50
3/4"
4.00
2.90
23.20
3/4"
2.00
5.20
20.80
5/8"
2.00
4.75
3/4"
2.00
4.90
3/8"
166.00
2.40
3/4"
5.00
33.70
5/8"
2.00
9.50
1/2"
2.00
32.90
3/4"
5.00
33.70
337.00
3/4"
3.00
2.90
17.40
3/4"
3.00
5.25
5/8"
2.00
4.65
5/8"
2.00
4.70
3/8"
180.00
2.40
5/8"
38.00 131.60 207.00
19.00 19.60 796.80 337.00 38.00 131.60
31.50 18.60 18.80 864.00
7.25
0.00
5/8"
5.95
0.00
5/8"
1.50
0.00
3/8"
1.60
0.00
3/4"
5.00
33.70
1/2"
2.00
32.90
337.00
3/4"
5.00
33.70
337.00
3/4"
4.00
2.90
23.20
131.60
3/4"
3.00
5.25
5/8"
2.00
4.65
18.60
5/8"
2.00
4.70
18.80
3/8"
180.00
2.40
5/8"
2.00
15.40
61.60
5/8"
2.00
15.40
61.60
1/2"
2.00
15.25
5/8"
2.00
2.70
10.80
5/8"
2.00
2.80
11.20
3/8"
78.00
1.90
5/8"
2.00
4.75
3/8"
2.00
4.50
5/8"
2.00
10.65
3/8"
30.00
1.90
5/8"
2.00
6.50
26.00
5/8"
2.00
3.65
14.60
3/8"
35.00
1.10
3/8"
9.00
16.80
302.40
3/8"
64.00
1.00
128.00
1/4"
87.00
1.50
3/4"
3.00
15.00
5/8"
2.00
15.00
5/8"
2.00
10.40
1/2"
2.00
14.70
5/8"
2.00
2.80
3/4"
3.00
15.00
5/8"
2.00
15.00
31.50
864.00
61.00
296.40 19.00 18.00 42.60 114.00
77.00
26 261.00 45.00 30.00 20.80 29.40 5.60 45.00 30.00
3/4"
4.00
3.90
5/8"
4.00
3.90
3/8"
80.00
2.40
3/4"
8.00
14.90
119.20
3/4"
6.00
5.05
30.30
1/2"
2.00
14.80
3/8"
53.00
2.40
5/8"
3.00
5.65
33.90
5/8"
3.00
7.45
44.70
1/2"
2 2..00
5.65
5/8"
1.00
1.70
3/8"
33.00
2.20
5/8"
4.00
4.65
18.60
5/8"
2.00
2.85
5.70
3/8"
2.00
4 4..40
8.80
3/8"
26.00
1.80
46.80
5/8"
8.00
5.40
3/8"
2.00
5.40
15.60 15.60 192.00
29.60 127.20
22.60 3.40 145.20
86.40 21.60
5/8"
4.00
1.50
3/8"
31.00
1.80
5/8"
6.00
4.60
3/8"
2.00
4 4..60
9.20
3/8"
28.00
1.60
44.80
3/4"
8.00
9.35
3/4"
8.00
2.80
1/2"
2 2..00
9.35
3/8"
49.00
2.40
5/8"
8.00
5.30
1/2"
2 2..00
5.30
5/8"
2.00
2.10
3/8"
27.00
2.00
5/8"
8.00
5.05
1/2"
2 2..00
5.05
5/8"
2.00
1.60
3/8"
29.00
2.00
3/4"
4.00
13.00
5/8"
2.00
4.90
12.00 111.60 27.60
149.60 44.80 37.40 235.20 84.80 21.20 8.40 108.00 80.80 20.20 6.40 116.00 104.00 19.60
1/2"
2.00
12.90
3/4"
4.00
13.00
51.60 104.00
3/4"
3.00
2.25
13.50
3/4"
3.00
4.90
29.40
3/4"
2.00
2.15
3/8"
65.00
2.40
5/8"
3.00
9.40
56.40
5/8"
2.00
3.90
15.60
1/2"
2 2..00
9.40
5/8"
2.00
9.40
8.60 312.00
37.60 37.60
5/8"
2.00
4.15
3/8"
63.00
2.00
5/8"
6.00
6.85
82.20
5/8"
2.00
3.80
15.20
1/2"
2 2..00
6.85
3/8"
38.00
2.10
5/8"
10.00
19.50
1/2"
2.00
19.40
5/8"
2.00
7.30
16.60 252.00
27.40 159.60 390.00 77.60 29.20
5/8"
2.00
2.60
3/8"
122.00
2.40
10.40
3/4"
8.00
18.05
5/8"
2.00
4.60
18.40
5/8"
3.00
4.05
24.30
585.60 288.80
3/4"
4.00
5.45
3/8"
115.00
2.40
3/4"
8.00
17.40
3/4"
5.00
4.85
5/8"
3.00
4.05
43.60 552.00 278.40 48.50 24.30
5/8"
4.00
4.55
3/8"
104.00
2.40
3/4"
10.00
21.50
5/8"
2.00
4.00
16.00
5/8"
2.00
2.65
10.60
5/8"
2.00
4.25
17.00
5/8"
2.00
4.00
1/2"
2.00
21.30
3/8"
120.00
2.40
3/4"
10.00
19.50
5/8"
4.00
4.25
17.00
5/8"
4.00
4.00
16.00
5/8"
2.00
2.65
5.30
5/8"
2.00
2.40
4.80
5/8"
2.00
2.70
5.40
3/8"
106.00
2.40
3/4"
10.00
19.50
5/8"
4.00
4.25
17.00
5/8"
4.00
4.00
16.00
5/8"
2.00
2.65
5.30
5/8"
2.00
2.40
4.80
5/8"
2.00
2.70
3/8"
106.00
2.40
5/8"
6.00
24.40
1/2"
2.00
23.50
3/8"
134.00
2.10
36.40 499.20 430.00
16.00 85.20 576.00 195.00
254.40 195.00
5.40 254.40
292.80 94.00 562.80
1"
2.00
34.50
3/4"
1.00
34.50
69.00
3/4"
2.00
4.70
18.80
3/4"
2.00
9.50
1/2"
2.00
32.90
1"
3.00
34.50
3/4"
4.00
2.90
3/4"
2.00
5.20
5/8"
2.00
4.75
138.00
38.00 131.60 207.00 23.20 20.80 19.00
3/4"
2.00
4.90
3/8"
166.00
2.40
3/4"
5.00
33.70
5/8"
2.00
9.50
1/2"
2.00
32.90
3/4"
5.00
33.70
337.00
3/4"
3.00
2.90
17.40
3/4"
3.00
5.25
31.50
5/8"
2.00
4.65
5/8"
2.00
4.70
3/8"
180.00
2.40
5/8"
19.60 796.80 337.00 38.00 131.60
18.60 18.80 864.00
7.25
0.00
5/8"
5.95
0.00
5/8"
1.50
0.00
3/8"
1.60
0.00
3/4"
5.00
33.70
1/2"
2.00
32.90
3/4"
5.00
33.70
337.00
3/4"
4.00
2.90
23.20
3/4"
3.00
5.25
5/8"
2.00
4.65
337.00 131.60
31.50 18.60
5/8"
2.00
4.70
3/8"
180.00
2.40
5/8"
2.00
15.40
61.60
5/8"
2.00
15.40
61.60
1/2"
2.00
15.25
5/8"
2.00
2.70
5/8"
2.00
2.80
3/8"
78.00
1.90
5/8"
2.00
4.75
3/8"
2.00
4.50
5/8"
2.00
10.65
3/8"
30.00
1.90
5/8"
2.00
6.50
18.80 864.00
61.00 10.80 11.20 296.40 19.00 18.00 42.60 114.00 26.00
5/8"
2.00
3.65
3/8"
35.00
1.10
77.00
14.60
3/8"
9.00
16.80
302.40
3/8"
64.00
1.00
1/4"
87.00
1.50
128.00 26 261.00
3/4"
3.00
15.00
5/8"
2.00
15.00
5/8"
2.00
10.40
1/2"
2.00
14.70
5/8"
2.00
2.80
3/4"
3.00
15.00
5/8"
2.00
15.00
3/4"
4.00
3.90
45.00 30.00 20.80 29.40 5.60 45.00 30.00 15.60
5/8"
4.00
3.90
3/8"
80.00
2.40
15.60
3/4"
8.00
14.90
119.20
3/4"
6.00
5.05
30.30
1/2"
2.00
14.80
3/8"
53.00
2.40
5/8"
3.00
5.65
5/8"
3.00
7.45
1/2"
2 2..00
5.65
192.00
29.60 127.20 33.90 44.70 22.60
5/8"
1.00
1.70
3/8"
33.00
2.20
5/8"
4.00
4.65
18.60
5/8"
2.00
2.85
5.70
3/8"
2.00
4 4..40
8.80
3/8"
26.00
1.80
46.80
5/8"
8.00
5.40
3/8"
2.00
5.40
5/8"
4.00
1.50
3/8"
31.00
1.80
5/8"
6.00
4.60
3/8"
2.00
4 4..60
9.20
3/8"
28.00
1.60
44.80
3/4"
8.00
9.35
149.60
3/4"
8.00
2.80
44.80
1/2"
2 2..00
9.35
3/8"
49.00
2.40
5/8"
8.00
5.30
1/2"
2 2..00
5.30
5/8"
2.00
2.10
3/8"
27.00
2.00
5/8"
8.00
5.05
1/2"
2 2..00
5.05
3.40 145.20
86.40 21.60 12.00 111.60 27.60
37.40 235.20 84.80 21.20 8.40 108.00 80.80 20.20
5/8"
2.00
1.60
3/8"
29.00
2.00
6.40
3/4"
4.00
13.00
5/8"
2.00
4.90
1/2"
2.00
12.90
3/4"
4.00
13.00
104.00
3/4"
3.00
2.25
13.50
116.00 104.00 19.60 51.60
3/4"
3.00
4.90
3/4"
2.00
2.15
3/8"
65.00
2.40
5/8"
3.00
9.40
56.40
5/8"
2.00
3.90
15.60
1/2"
2 2..00
9.40
5/8"
2.00
9.40
5/8"
2.00
4.15
3/8"
63.00
2.00
5/8"
6.00
6.85
5/8"
2.00
3.80
1/2"
2 2..00
6.85
3/8"
38.00
2.10
5/8"
10.00
19.50
1/2"
2.00
19.40
5/8"
2.00
7.30
29.40 8.60 312.00
37.60 37.60 16.60 252.00
82.20 15.20 27.40 159.60 390.00 77.60 29.20
5/8"
2.00
2.60
3/8"
122.00
2.40
3/4"
8.00
18.05
5/8"
2.00
4.60
18.40
5/8"
3.00
4.05
24.30
3/4"
4.00
5.45
3/8"
115.00
2.40
3/4"
8.00
17.40
278.40
3/4"
5.00
4.85
48.50
5/8"
3.00
4.05
24.30
5/8"
4.00
4.55
36.40
3/8"
104.00
2.40
3/4"
10.00
21.50
5/8"
2.00
4.00
16.00
5/8"
2.00
2.65
10.60
5/8"
2.00
4.25
17.00
5/8"
2.00
4.00
16.00
1/2"
2.00
21.30
3/8"
120.00
2.40
3/4"
10.00
19.50
5/8"
4.00
4.25
17.00
5/8"
4.00
4.00
16.00
5/8"
2.00
2.65
5.30
5/8"
2.00
2.40
4.80
5/8"
2.00
2.70
3/8"
106.00
2.40
3/4"
10.00
19.50
5/8"
4.00
4.25
10.40 585.60 288.80
43.60 552.00
499.20 430.00
85.20 576.00 195.00
5.40 254.40 195.00 17.00
5/8"
4.00
4.00
16.00
5/8"
2.00
2.65
5.30
5/8"
2.00
2.40
4.80
5/8"
2.00
2.70
3/8"
106.00
2.40
5/8"
8.00
5.30
1/2"
2 2..00
5.30
5/8"
2.00
2.10
3/8"
27.00
2.00
5/8"
8.00
5.05
1/2"
2 2..00
5.05
5/8"
2.00
1.60
3/8"
29.00
2.00
5/8"
4.00
5.70
3/8"
33.00
1.10
5.40 254.40
42.40 10.60 4.20 54.00 40.40 10.10 3.20 58.00
1,0 1,044 44.00 .00 0.250 76,767 76,767.03 .03
261.00 261.00
34, 34,397 397.60 .60 3,97 3,979.1 9.10 0 0.570
1.020
19, 19,606 606.63 .63 4,058.6 4,058.68 8
8,8 8,817 17.70 .70 14, 14,823 823.20 .20 1,38 1,380.0 0.00 0 1.590
2.240
4.070
14,02 14,020.1 0.14 4 33,2 33,203. 03.97 97 5,616.60 5,616.60
5.00% 83,621 83,621.10 .10
274.05 274.05
4,640.97
15.21
88,262.07
1/4" 121 121.8 .80 0
7.00%
8.00%
20, 20,979 979.10 .10 4,383.3 4,383.38 8 1,164.34
3/8" 4,08 4, 089. 9.49 49
243.28
1/2" 477.0 77.00 0
9.00%
10.00%
1 10 0.00%
15,28 15,281.9 1.96 6 36,5 36,524. 24.36 36 6,178.26 6,178.26 848.15
5/8" 1,0 ,06 68.0 .00 0
2,027.10
3/4" 1,8 ,812 12.0 .00 0
342.89
1" 168. 168.67 67
METRADO
DE
CONCRETO
OBRA OFICINA OBRA OFICINAS S PRINCIP PRINCIPALE ALES S FECHA DICIEMBRE. DICIEMBRE. 2012 CONCRETO ARMADO LOSA ALIGERADA PART.
ELEMENTO DESCRIPCION
CONCRETO CANT.
MEDIDAS LARGO
ANCHO
N° ALTO
ENCOFRADO TOTAL
MEDIDAS
TOTAL
m³.
LAR LARGO ANC NC/A /ALT LT
m².
DIAM.
L ALIGERADO 1° TECHO DOS SENTIDOS EJE K Y TRAMO CURVO EJE 6,7 - EJE 18,19
2.00
2.45
5.10
0.16
4.10
2.45
5.10
24.99
EJE 7,8 - EJE 18,17
2.00
5.65
5.10
0.16
9.45
5.65
5.10
57.63
EJE 7,8 - EJE 18,17
2.00
3.20
5.60
0.16
5.88
3.20
5.60
35.84
EJE 8,9- EJE 17,16
2.00
6.50
3.28
0.16
6.98
6.50
3.28
42.58
EJE 8,9- EJE 17,16
2.00
6.50
12.50
0.16
26.65
6.50
12.50
162.50
EJE 9,10 - EJE 16,15.
2.00
6.10
2.15
0.16
4.30
6.10
2.15
26.23
EJE 9,10 - EJE 16,15.
1.00
6.10
12.50
0.16
12.51
6.10
12.50
76.25
EJE 10,11 - EJE 15,14.
1.00
8.15
18.10
0.16
24.19
8.15
18.10
147.52
EJE 12,13
2.00
4.40
5.50
0.16
7.94
4.40
5.50
48.40
EJE 12,13
1.00
3.40
4.50
0.16
2.51
3.40
4.50
15.30
ACEROS HORIZONTAL EJE J1,K
EJ K,M
EJE M,N
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
3/8"
2.00
1/2"
2.00 2.00
1/2" 3/8"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
3/8"
EJE N,O
2.00
1/2
2.00
1/2"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
3/8"
2.00
3/8"
EJE O,P
2.00
1/2"
EJE N,P
1.00
1/2"
EJE O,P
2.00
3/8"
2.00
1/2"
2.00
3/8"
2.00
1/2"
2.00
3/8"
2.00
3/8"
2.00
3/8"
2.00
3/8"
ACERO VERTICAL EJE 6,7 - EJE 18,19
EJE 7,8 - EJE 18,17
EJE 7,8 - EJE 18,17
2.00
3/8"
2.00
1/.2"
2.00
1/2"
2.00
1/.2"
2.00
3/8"
2.00
3/8"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
3/8"
2.00
3/8"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
3/8"
2.00
3/8"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
1/2"
2.00
1/2"
EJE 12,13
2.00
3/8"
EJE 12, 13
1.00
3/8"
EJE 8,9 - EJE 17,16
EJE 9,10 - EJE16,15
EJE 10,11- EJE15,14
L ALIGERADO 2° TECHO DOS SENTIDOS
EJE K Y TRAMO CURVO EJE 6,7 - EJE 18,19
2.00
2.45
5.10
0.16
4.10
2.45
5.10
24.99
EJE 7,8 - EJE 18,17
2.00
5.65
5.10
0.16
9.45
5.65
5.10
57.63
EJE 7,8 - EJE 18,17
2.00
3.20
5.60
0.16
5.88
3.20
5.60
35.84
EJE 8,9- EJE 17,16
2.00
6.50
3.28
0.16
6.98
6.50
3.28
42.58
EJE 8,9- EJE 17,16
2.00
6.50
12.50
0.16
26.65
6.50
12.50
162.50
EJE 9,10 - EJE 16,15.
2.00
6.10
2.15
0.16
4.30
6.10
2.15
26.23
EJE 9,10 - EJE 16,15.
1.00
6.10
12.50
0.16
12.51
6.10
12.50
76.25
EJE 10,11 - EJE 15,14.
1.00
8.15
18.10
0.16
24.19
8.15
18.10
147.52
EJE 12,13
2.00
4.40
5.50
0.16
7.94
4.40
5.50
48.40
EJE 12,13
1.00
3.40
4.50
0.16
2.51
3.40
4.50
15.30
ACEROS HORIZONTAL EJE J1,K
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
3/8"
2.00
3/8"
2.00
1/2"
EJE N,P
1.00
1/2"
EJE O,P
2.00
3/8"
EJ K,M
EJE M,N
EJE N,O
EJE O,P
ACERO VERTICAL EJE 6,7 - EJE 18,19
2.00
1/2"
2.00
3/8"
2.00
1/2"
2.00
3/8"
2.00
3/8"
2.00
3/8"
2.00
3/8"
2.00
3/8"
2.00
1/.2"
2.00
1/2"
2.00
1/.2"
2.00
3/8"
2.00
3/8"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
3/8"
2.00
3/8"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
3/8"
2.00
3/8"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
1/2"
2.00
1/2"
EJE 12,13
2.00
3/8"
EJE 12, 13
1.00
3/8"
EJE 7,8 - EJE 18,17
EJE 7,8 - EJE 18,17
EJE 8,9 - EJE 17,16
EJE 9,10 - EJE16,15
EJE 10,11- EJE15,14
L ALIGERADO 3° TECHO DOS SENTIDOS EJE K Y TRAMO CURVO EJE 6,7 - EJE 18,19
2.00
2.45
5.10
0.16
4.10
2.45
5.10
24.99
EJE 7,8 - EJE 18,17
2.00
5.65
5.10
0.16
9.45
5.65
5.10
57.63
EJE 7,8 - EJE 18,17
2.00
3.20
5.60
0.16
5.88
3.20
5.60
35.84
EJE 8,9- EJE 17,16
2.00
6.50
3.28
0.16
6.98
6.50
3.28
42.58
EJE 8,9- EJE 17,16
2.00
6.50
12.50
0.16
26.65
6.50
12.50
162.50
EJE 9,10 - EJE 16,15.
2.00
6.10
2.15
0.16
4.30
6.10
2.15
26.23
EJE 9,10 - EJE 16,15.
1.00
6.10
12.50
0.16
12.51
6.10
12.50
76.25
EJE 10,11 - EJE 15,14.
1.00
8.15
18.10
0.16
24.19
8.15
18.10
147.52
ACEROS HORIZONTAL
HORIZONTAL EJE J1,K
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
3/8"
2.00
3/8"
2.00
1/2"
EJE N,P
1.00
1/2"
EJE O,P
2.00
3/8"
2.00
1/2"
2.00
3/8"
2.00
1/2"
2.00
3/8"
2.00
3/8"
2.00
3/8"
2.00
3/8"
2.00
3/8"
2.00
1/.2"
2.00
1/2"
2.00
1/.2"
EJ K,M
EJE M,N
EJE N,O
EJE O,P
ACERO VERTICAL EJE 6,7 - EJE 18,19
EJE 7,8 - EJE 18,17
EJE 7,8 - EJE 18,17
EJE 8,9 EJE 17,16
2.00
3/8
2.00
3/8"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
3/8"
2.00
3/8"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
3/8"
2.00
3/8"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
1/2"
2.00
1/2"
EJE 9,10 - EJE16,15
EJE 10,11- EJE15,14
L ALIGERADO 4° TECHO DOS SENTIDOS EJE K Y TRAMO CURVO EJE 6,7 - EJE 18,19
2.00
2.45
5.10
0.16
4.10
2.45
5.10
24.99
EJE 7,8 - EJE 18,17
2.00
5.65
5.10
0.16
9.45
5.65
5.10
57.63
EJE 7,8 - EJE 18,17
2.00
3.20
5.60
0.16
5.88
3.20
5.60
35.84
EJE 8,9- EJE 17,16
2.00
6.50
3.28
0.16
6.98
6.50
3.28
42.58
EJE 8,9- EJE 17,16
2.00
6.50
12.50
0.16
26.65
6.50
12.50
162.50
EJE 9,10 - EJE 16,15.
2.00
6.10
2.15
0.16
4.30
6.10
2.15
26.23
EJE 9,10 - EJE 16,15.
1.00
6.10
12.50
0.16
12.51
6.10
12.50
76.25
EJE 10,11 - EJE 15,14.
1.00
8.15
18.10
0.16
24.19
8.15
18.10
147.52
ACEROS HORIZONTAL EJE J1,K
EJ K,M
EJE M,N
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
3/8
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
3/8"
2.00
3/8"
2.00
1/2"
EJE N,P
1.00
1/2"
EJE O,P
2.00
3/8"
2.00
1/2"
2.00
3/8"
2.00
1/2"
2.00
3/8"
2.00
3/8"
2.00
3/8"
2.00
3/8"
2.00
3/8"
2.00
1/.2"
2.00
1/2"
2.00
1/.2"
2.00
3/8"
2.00
3/8"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
3/8"
2.00
3/8"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
3/8"
2.00
3/8"
2.00
3/8"
2.00
3/8"
2.00
1/2"
2.00
1/2"
2.00
1/2"
EJE N,O
EJE O,P
ACERO VERTICAL EJE 6,7 - EJE 18,19
EJE 7,8 - EJE 18,17
EJE 7,8 - EJE 18,17
EJE 8,9 - EJE 17,16
EJE 9,10 - EJE16,15
EJE 10,11- EJE15,14
2.00
1/2"
AZOTEA
1.00
LONGITUD TOTAL PESO x ml. TOTAL (Kg.) % DESPERDICIO TOTAL (Kg.) + DESPERDICIO Alambre N° 16
4.00
11.00
0.09
3.85
4.00
11.00
44.00
1/2"
1.00
3/8"
1.00
1/4" 400.98
2,465.52
TOTAL (Kg.) VARILLAS (9.00 ml.) + DESPERDICIO LADRILLO 15x30x30
381.04
LADRILLO 20x30x30
15134.5
ARMADO
FIERRO
LONGITUD TOTAL
CANT.
1/4"
3/8"
LONG. 1/2"
BARRA
7.00
22.45
314.30
7.00
6.70
93.80
7.00
6. 6 .70
7.00
4.88
93.80 68.32
7.00
4.65
14.00
11.80
330.40
65.10
14.00
2. 2 .66
74.48
12.00
31.15
12.00
6.70
12.00
6.70
160.80
24.00
5.05
242.40
24.00
4.50
216.00
24.00
4.65
223.20
24.00
5.15
247.20
24.00
2.65
14.00
26.00
14.00
6.70
14.00
6.70
187.60
28.00
6.20
347.20
28.00
4.65
260.40
28.00
5.15
288.40
28.00
2.65
747.60 160.80
127.20 728.00 187.60
148.40
5/8"
3/4"
1"
5.00
22.50
225.00
5.00
6.70
67.00
5.00
6. 6 .70
5.00
2.25
10.00
4.65
93.00
10.00
5.15
103.00
10.00
2.65
53.00
9.00
9.25
166.50
9.00
6.70
120.60
9.00
9.25
166.50
22.00
14.00
308.00
4.00
5. 5 .20
6.00
6.10
6.00
6. 6 .10
67.00 22.50
41.60 73.20 73.20
6.00
6.10
6.00
6. 6 .10
73.20
73.20
6.00
3. 3 .80
45.60
8.00
12.05
192.80
8.00
3. 3 .80
60.80
8.00
4. 4 .40
70.40
8.00
1.85
16.00
4.00
8.00
1.95
16.00
17.55
561.60
16.00
3.80
121.60
16.00
4.40
140.80
32.00
5.70
364.80
32.00
4.00
256.00
32.00
4.55
291.20
15.00
16.70
501.00
15.00
3.80
114.00
15.00
4.40
132.00
30.00
4.85
291.00
30.00
4.00
240.00
30.00
4.55
273.00
19.00
19.90
756.20
19.00
3.80
144.40
19.00
4.40
167.20
38.00
4.05
307.80
38.00
4.00
304.00
38.00
4.25
323.00
19.00
2.00
76.00
22.00
6.80
299.20
16.00
5.45
87.20
128.00
7.00
22.45
314.30
7.00
6.70
93.80
7.00
6. 6 .70
7.00
4.88
93.80 68.32
7.00
4.65
14.00
11.80
330.40
65.10
14.00
2.66
74.48
12.00
31.15
12.00
6.70
12.00
6.70
160.80
24.00
5.05
242.40
24.00
4.50
216.00
24.00
4.65
223.20
24.00
5.15
247.20
24.00
2.65
14.00
26.00
14.00
6.70
14.00
6.70
187.60
28.00
6.20
347.20
28.00
4.65
260.40
28.00
5.15
288.40
28.00
2.65
5.00
22.50
225.00
5.00
6.70
67.00
5.00
6. 6 .70
747.60 160.80
127.20 728.00 187.60
148.40
67.00
5.00
2.25
22.50
10.00
4.65
93.00
10.00
5.15
103.00
10.00
2.65
53.00
9.00
9.25
166.50
9.00
6.70
120.60
9.00
9.25
166.50
22.00
14.00
308.00
4.00
5. 5 .20
41.60
6.00
6.10
6.00
6. 6 .10
6.00
6.10
6.00
6. 6 .10
73.20
6.00
3. 3 .80
45.60
8.00
12.05
192.80
8.00
3. 3 .80
60.80
8.00
4. 4 .40
70.40
8.00
1.85
16.00
4.00
8.00
1.95
16.00
17.55
561.60
16.00
3.80
121.60
16.00
4.40
140.80
32.00
5.70
364.80
32.00
4.00
256.00
32.00
4.55
15.00
16.70
501.00
15.00
3.80
114.00
15.00
4.40
132.00
30.00
4.85
291.00
30.00
4.00
240.00
30.00
4.55
273.00
19.00
19.90
756.20
19.00
3.80
144.40
19.00
4.40
167.20
38.00
4.05
307.80
38.00
4.00
304.00
38.00
4.25
323.00
19.00
2.00
76.00
22.00
6.80
299.20
16.00
5.45
87.20
73.20
73.20 73.20
128.00
291.20
7.00
22.45
314.30
7.00
6.70
93.80
7.00
6. 6 .70
7.00
4.88
68.32
7.00
4.65
65.10
14.00
11.80
330.40
14.00
2.66
74.48
12.00
31.15
12.00
6.70
12.00
6.70
160.80
24.00
5.05
242.40
24.00
4.50
216.00
24.00
4.65
223.20
24.00
5.15
24.00
2.65
14.00
26.00
728.00
14.00
6.70
187.60
14.00
6.70
187.60
28.00
6.20
347.20
28.00
4.65
260.40
28.00
5.15
288.40
28.00
2.65
5.00
22.50
225.00
5.00
6.70
67.00
5.00
6. 6 .70
93.80
747.60 160.80
247.20 127.20
148.40
67.00
5.00
2.25
22.50
10.00
4.65
93.00
10.00
5.15
103.00
10.00
2.65
53.00
9.00
9.25
166.50
9.00
6.70
120.60
9.00
9.25
166.50
22.00
14.00
308.00
4.00
5. 5 .20
6.00
6.10
6.00
6. 6 .10
41.60 73.20 73.20
6.00
6.10
6.00
6. 6 .10
73.20
73.20
6.00
3. 3 .80
45.60
8.00
12.05
192.80
8.00
3. 3 .80
60.80
8.00
4. 4 .40
70.40
8.00
1.85
16.00
4.00
8.00
1.95
128.00
16.00
17.55
561.60
16.00
3.80
121.60
16.00
4.40
140.80
32.00
5.70
364.80
32.00
4.00
256.00
32.00
4.55
291.20
15.00
16.70
501.00
15.00
3.80
114.00
15.00
4.40
132.00
30.00
4.85
291.00
30.00
4.00
240.00
30.00
4.55
273.00
19.00
19.90
756.20
19.00
3.80
144.40
19.00
4.40
167.20
38.00
4.05
307.80
38.00
4.00
304.00
38.00
4.25
323.00
19.00
2.00
76.00
7.00
22.45
314.30
7.00
6.70
93.80
7.00
6. 6 .70
7.00
4.88
68.32
7.00
4.65
65.10
14.00
11.80
330.40
14.00
2.66
74.48
12.00
31.15
12.00
6.70
12.00
6.70
160.80
24.00
5.05
242.40
24.00
4.50
216.00
24.00
4.65
223.20
24.00
5.15
24.00
2.65
14.00
26.00
728.00
14.00
6.70
187.60
93.80
747.60 160.80
247.20 127.20
14.00
6.70
187.60
28.00
6.20
347.20
28.00
4.65
260.40
28.00
5.15
288.40
28.00
2.65
5.00
22.50
225.00
5.00
6.70
67.00
5.00
6. 6 .70
5.00
2.25
22.50
10.00 10.00
4.65 5.15
93.00 103.00
10.00
2.65
53.00
9.00
9.25
166.50
9.00
6.70
120.60
9.00
9.25
166.50
22.00
14.00
308.00
4.00
5. 5 .20
6.00
6.10
6.00
6. 6 .10
73.20
6.00 6.00
6.10 6. 6 .10
73.20
6.00
3. 3 .80
45.60
8.00
12.05
192.80
8.00
3. 3 .80
60.80
8.00
4. 4 .40
70.40
8.00
1.85
16.00
4.00
8.00
1.95
16.00
17.55
561.60
16.00
3.80
121.60
16.00
4.40
140.80
32.00
5.70
364.80
32.00
4.00
256.00
32.00
4.55
15.00
16.70
501.00
15.00
3.80
114.00
15.00
4.40
132.00
30.00
4.85
291.00
30.00
4.00
240.00
30.00
4.55
273.00
19.00
19.90
756.20
19.00
3.80
144.40
19.00
4.40
167.20
38.00
4.05
307.80
38.00
4.00
304.00
148.40
67.00
41.60 73.20
73.20
128.00
291.20
38.00
4.25
323.00
19.00
2.00
76.00
28.00
4.80
134.40
56.00
1.40
16.00
12.00
78.40 192.00 192.00 24,371.12 28,225.28 0.250
0.00
0.00
1.020
1.590
2.240
4.070
42,729.32
48.00 13,891.54 28,789.79
0.00
0.00
0.00
46,007.31
5.00% 7.00% 8.00% 50.40 14,863.95 31,092.97
9.00% 0.00
10.00% 0.00
10.00% 0.00
0.00
0.00
0.00
2,553.41
48,560.72
2.80
1/4" 22.40
0.570
0.00
824.95
3/8" 2 ,,8 897.46
1,725.66
1/2" 3, 3,387.00
5/8" 0.00
3/4" 0.00
1" 0.00
METRADO
DE
CONCRETO
OBRA OFICINA OBRA OFICINAS S PRINCIP PRINCIPALE ALES S FECHA DICIEMBRE. DICIEMBRE. 2012 CONCRETO ARMADO LOSA MACIZA PART.
ELEMENTO DESCRIPCION
CONCRETO MEDIDAS
CANT. LARGO
ANCHO
N° ALTO
TOTAL
m³.
ENCOFRADO MEDIDAS TOTAL LAR LARGO ANC NC/A /ALT LT
DIAM.
m².
L MACIZA 1° TECHO LOSA e=0.20 EJE 17,18 - J1, K
2.00
EJE 7,8 - J1, K
2.00
3/8"
2.00
3/8"
EJE K,L - 5,6
2.00
5.65
1.05
1.75
1.87
0.20
0.20
3.96
0.78
5.65
1.05
1.75
1.87
19.78
3.92
3/ 3/8"
3/8" 3/8"
EJE K,L - 19,20
EJE M,N - 6,8 EJE M,N - 17,18
2.00
3.98
5.30
0.20
8.43
3.98
5.30
42.14
3/ 3/8"
2.00
3/8"
2.00
3/8"
2.00 2.00
4.80 4.80
1.05 3.65
0.20 0.20
2.02 7.01
4.80 4.80
1.05 3.65
10.08 35.04
3/8" 3/ 3/8"
2.00
8.43
1.85
0.20
6.23
8.43
1.85
31.17
3/8"
2.00
3/8"
2.00
3/8"
2.00
3/8"
L MACIZA 2° TECHO LOSA e=0.20 EJE 17,18 - J1, K EJE 7,8 - J1, K EJE K,L - 5,6
2.00
5.65
1.75
0.20
3.96
5.65
1.75
19.78
3/ 3/8"
2.00
3/8"
2.00
3/8"
2.00
1.05
1.87
0.20
0.78
1.05
1.87
3.92
3/8" 3/8"
EJE K,L - 19,20
2.00
3.98
5.30
0.20
8.43
3.98
5.30
42.14
3/ 3/8"
2.00
3/8"
2.00
3/8"
EJE M,N - 6,8
2.00
4.80
1.05
0.20
2.02
4.80
1.05
10.08
3/8"
EJE M,N - 17,18
2.00
4.80
3.65
0.20
7.01
4.80
3.65
35.04
3/ 3/8"
2.00
8.43
1.85
0.20
6.23
8.43
1.85
31.17
3/8"
2.00
3/8"
2.00
3/8"
2.00
3/8"
L MACIZA 3° TECHO LOSA e=0.20 EJE 17,18 - J1, K
2.00
5.65
1.75
0.20
3.96
5.65
1.75
19.78
EJE 7,8 - J1, K
2.00
3/8"
2.00
3/8"
EJE K,L - 5,6
2.00
1.05
1.87
0.20
0.78
1.05
1.87
3.92
EJE K,L - 19,20
2.00
3.98
5.30
0.20
8.43
3.98
5.30
42.14
3/ 3/8"
3/8" 3/8" 3/ 3/8"
2.00
3/8"
2.00
3/8"
EJE M,N - 6,8
2.00
4.80
1.05
0.20
2.02
4.80
1.05
10.08
3/8"
EJE M,N - 17,18
2.00
4.80
3.65
0.20
7.01
4.80
3.65
35.04
3 3//8"
2.00
8.43
1.85
0.20
6.23
8.43
1.85
31.17
EJE 12,13
3/8"
2.00
3/8"
2.00
3/8"
2.00
3/8"
2.00
4.40
1.05
0.20
1.85
4.40
1.05
9.24
2.00
3/8" 3/8"
L MACIZA 4° TECHO LOSA e=0.20 EJE 17,18 - J1, K
2.00
EJE 7,8 - J1, K
2.00
3/8"
2.00
3/8"
EJE K,L - 5,6
2.00
5.65
1.05
1.75
1.87
0.20
0.20
3.96
0.78
5.65
1.05
1.75
1.87
19.78
3.92
3/ 3/8"
3/8" 3/8"
EJE K,L - 19,20
2.00
3.98
5.30
0.20
8.43
3.98
5.30
42.14
3 3//8"
2.00
3/8"
2.00
3/8"
EJE M,N - 6,8
2.00
4.80
1.05
0.20
2.02
4.80
1.05
10.08
3/8"
EJE M,N - 17,18
2.00
4.80
3.65
0.20
7.01
4.80
3.65
35.04
3 3//8"
2.00
8.43
1.85
0.20
6.23
8.43
1.85
31.17
3/8"
EJE 12,13
2.00 2.00
3/8" 3/8"
2.00
3/8"
2.00
4.40
1.05
0.20
1.85
4.40
1.05
9.24
2.00
3/8" 3/8"
AZOTEA 1.00
5.00
0.60
0.10
0.30
5.00
0.60
3.00
1.00
3/8"
ASCENSOR
LONGITUD TOTAL PESO x ml. TOTAL (Kg.) % DESPERDICIO TOTAL (Kg.) + DESPERDICIO Alambre N° 16 TOTAL (Kg.) VARILLAS (9.00 ml.) + DESPERDICIO
3/8"
117.69
589.96
ARMADO
FIERRO CANT.
1/4"
3/8"
BARRA
16.00
6.50
208.00
28.00
2.55
142.80
56.00
4.00
448.00
18.00
1. 1 .40
50.40
10.00
2.30
0.00
52.00
4.85
504.40
26.00
2.60
135.20
40.00
7.60
608.00
10.00 48.00
5.66 1.90
113.20 182.40
36.00
5.66
407.52
48.00
4.30
412.80
18.00
9.30
334.80
84.00
2.75
462.00
16.00
6.50
208.00
28.00
2.55
142.80
56.00
4.00
448.00
18.00
1. 1 .40
50.40
10.00
2.30
0.00
52.00
4.85
504.40
26.00
2.60
135.20
40.00
7.60
608.00
10.00
5.66
113.20
48.00
1.90
182.40
36.00
5.66
407.52
48.00
4.30
412.80
18.00
9.30
334.80
84.00
2.75
462.00
16.00
6.50
208.00
28.00
2.55
142.80
56.00
4.00
448.00
18.00
1. 1 .40
50.40
10.00
2.30
0.00
52.00
4.85
504.40
LONGITUD TOTAL LONG. 1/2" 5/8"
3/4"
1"
26.00
2.60
135.20
40.00
7.60
608.00
10.00
5.66
113.20
48.00
1.90
182.40
36.00
5.66
407.52
48.00
4.30
412.80
18.00
9.30
334.80
84.00
2.75
462.00
10.00
5.20
104.00
44.00
1.95
171.60
16.00
6.50
208.00
28.00
2.55
142.80
56.00
4.00
448.00
18.00
1.40
50.40
10.00
2.30
0.00
52.00
4.85
504.40
26.00
2.60
135.20
40.00
7.60
608.00
10.00
5.66
113.20
48.00
1.90
182.40
36.00
5.66
407.52
48.00 18.00
4.30 9.30
412.80 334.80
84.00
2.75
462.00
10.00
5.20
104.00
44.00
1.95
171.60
3.00
5. 5 .75
17.25
25.00
1.10
27.50
0.00 16,634.03
9,481.40 10,145.09 563.05
10,708.15
0.00
0.00
0.00
0.00
0.250
0.570
1.020
1.590
2.240
4.070
0.00 5.00%
9,481.40 7.00%
0.00 8.00%
0.00 9.00%
0.00 10.00%
0.00 10.00%
0.00 10,145.09
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1/4" 0.00
563.05
3/8" 1,977.60
1/2" 0.00
5/8" 0.00
3/4" 0.00
1" 0.00
METRADO
DE
CONCRETO
OBRA OFICINA OBRA OFICINA DESCON DESCONCEN CENTRA TRADA DA FECHA SETIEMBRE 2012 CONCRETO ARMADO ESCALERAS PART.
ELEMENTO DESCRIPCION
CONCRETO MEDIDAS
CANT. LARGO
ANCHO
N° ALTO
TOTAL
m³.
ENCOFRADO MEDIDAS TOTAL LAR LARGO ANC NC/A /ALT LT
DIAM.
m².
DOS ESCALERAS ESCALERA 1° TRAMO CIMIENTO
2.00
1.90
0.50
0.80
1.52
TRAMO 1°
2.00
3.60
1.90
0.22
3.01
2.00 2.00
2°,4°,6°Y8° TRAMO
3°,5° Y 7° TRAMO
1.90
1.90
0.15
1.08
TOTAL (Kg.) VARILLAS VARILLA S (9.00 ml.) + DESPERDICIO
1.90
13.68
7.20
0.22
3.17
1.90
1.90
7.22
2.00
1/2"
2.00
3/8"
2.00
3/8"
2.00
1/2"
2.00 8.00
2.40
1.90
0.15
5.47
2.40
1.90
36.48
8.00
3.75
1.90
0.22
12.54
3.75
1.90
57.00
3/8"
8.00
1/2"
8.00
3/8"
8.00
3/8"
8.00
3/8"
8.00
3/8"
6.00
4.25
1.90
0.22
10.66
4.25
1.90
48.45
1/2"
6.00
1.90
1.90
0.15
3.25
1.90
1.90
21.66
3/8"
8.50
0.22
11.22
6.00
LONGITUD TOTAL PESO x ml. TOTAL (Kg.) % DESPERDICIO TOTAL (Kg.) + DESPERDICIO Alambre N° 16
3.60
3/8"
6.00
3/8"
6.00
3/8"
37.53
198.88
ARMADO
FIERRO CANT.
1/4"
3/8"
LONGITUD TOTAL LONG. 1/2" 5/8"
3/4"
1"
BARRA
9.00
5.22
9.00
6.50
117.00
93.96
9.00
1.30
23.40
9.00
2.35
56.00
1.90
6.10 42.30
212.80 8.00
9.00
6.90
496.80
9.00
2.95
212.40
9.00
6.70
482.40
9.00
2.86
205.92
80.00
1.90
1,216.00
9.00
6.90
9.00
2.95
159.30
9.00
6.70
361.80
9.00
2.86
154.44
76.00
1.90
866.40
0.00 4,011.86 1,005.66 0.250 3,312.53
197.28
3,751.95
0.570
1.020
0.00 2,286.76 1,025.77
0.00
0.00
0.00
1.590
2.240
4.070
0.00
0.00
0.00
8.00%
9.00%
10.00%
10.00%
0.00 2,446.83 1,107.84
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5.00% 3,554.67
6
372.60
1/4" 0.00
7.00% 135.80
61.48
3/8"
1/2"
476.97
121.00
5/8" 0.00
3/4" 0.00
1" 0.00
METRADO
DE
CONCRETO
OBRA OFICINA OBRA OFICINAS S PRINCIP PRINCIPALE ALES S FECHA DICIEMBRE. DICIEMBRE. 2012 CONCRETO ARMADO LOSA PLACA COLABORANTE PART.
ELEMENTO DESCRIPCION
CONCRETO MEDIDAS
CANT. LARGO
ANCHO
N° ALTO
ENCOFRADO MEDIDAS TOTAL
TOTAL
m³.
LAR LARGO ANC NC/A /ALT LT
DIAM.
m².
L. PLACA COLABORANTE TERCER PISO LOSA EJE K P - 12,13 CIRCULO R=2.8m
1.00
13.00
15.85
0.14
28.85
13.00
15.85
206.05
-1.00
24.63
1.00
0.14
-3.45
24.63
1.00
-24.63
1.00
3/8"
1.00
1/2"
1.00
1/2"
1.00
1/2"
1.00
1/2"
CUARTO PISO LOSA EJE K P - 12,13 CIRCULO R=2.8m
LONGITUD TOTAL PESO x ml. TOTAL (Kg.) % DESPERDICIO TOTAL (Kg.) + DESPERDICIO Alambre N° 16 TOTAL (Kg.) VARILLAS VARILLA S (9.00 ml.) + DESPERDICIO
1.00
13.00
15.85
0.14
28.85
13.00
15.85
206.05
-1.00
24.63
1.00
0.14
-3.45
24.63
1.00
-24.63
1.00
3/8"
1.00
1/2"
1.00
1/2"
1.00
1/2"
1.00
1/2"
concreto
50.80 m3
p.colabo.
362.84 m2
ARMADO
FIERRO CANT. 1/4"
3/8"
LONGITUD TOTAL LONG. 1/2" 5/8"
3/4"
1"
BARRA
1,452.00
1.00
1,452.00
8.00
3.30
26.40
62.00
2.95
182.90
25.00
1.55
38.75
86.00
1.50
129.00
1,452.00
1.00
8.00
3.30
26.40
62.00
2.95
182.90
1,452.00
25.00
1.55
38.75
86.00
1.50
129.00
0.00
2, 2,904.00
754.10
0.00
0.00
0.00
0.250
0.570
1.020
1.590
2.240
4.070
2,424.46
0.00 5.00%
1 1,,655.28 7.00%
769.18 8.00%
0.00 9.00%
0.00 10.00%
0.00 10.00%
2,601.87
0.00
1 1,,771.15
830.72
0.00
0.00
0.00
144.40
0.00
98.30
46.10
0.00
0.00
0.00
2,746.27
1/4" 0.00
3/8" 345.25
1/2" 90.00
5/8" 0.00
3/4" 0.00
1" 0.00
PLANILLA DE METRADOS OBRA OBR A OFICINA OFICINAS S PRINCI PRINCIPA PALES LES FECHA DICIEMBRE. DICIEMBRE. 2012 ESTRUCTURS METALICAS Item
Descripción
Nº Veces
Dimensiones Largo Ancho Alto
Parcial
Total
Unid
TERCER PISO CANAL C V-3 (C8x11.5)
kg/m 4.00
13.00
1.00
17.10
889.20
4.00
3.50
1.00
17.10
239.40
1,128.60
kg
2.00 .00
13 13.0 .00 0
1.0 .00 0 192 92.2 .20 0 4,997.20
4,997.20
kg
4.00
16.00
1.00
84.90 5,433.60
6.00
4.50
1.00
84.90 2,292.30
2.00
5.80
1.00
84.90
8,710.74
kg
V-1 (W27x129) V-2 (W21x57)
984.84
CUARTO PISO CANAL C V-3 (C8x11.5)
kg/m 4.00
13.00
1.00
17.10
889.20
4.00
3.50
1.00
17.10
239.40
1,128.60
kg
2.00 .00
13 13.0 .00 0
1.0 .00 0 192 92.2 .20 0 4,997.20
4,997.20
kg
4.00
16.00
1.00
84.90 5,433.60
6.00
4.50
1.00
84.90 2,292.30
2.00
5.80
1.00
84.90
8,710.74
kg
V-1 (W27x129) V-2 (W21x57)
TOTAL KILOGRAMOS
984.84
29,673.08
kg
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