metrado de costos y presupuestos
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costos y presupuestosTRANSCRIPT
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METRADO
Obra VIVIENDA UNIFAMILIARPropietario SRA. PAULINAFecha 2/17/2015Elaborado x LEDDIN ITURRIAGA ANCO, BRIHAM JALISTO JALIXTO, ALEXEI HUANCACHOQUE TACUSI
Partida N° EspecificacionesMedidas
Parcial Total UndLargo Ancho Area Altura
OE.2 ESTRUCTURASOE.2.1 MOVIMIENTO DE TIERRASOE.2.1.2 ExcavacionesOE.2.1.2.2 Excavaciones SimplesOE.2.1.2.2.1 Excavacion en zapatas 12 1.5 1.5 2.25 1.50 3.38 40.50 m3OE.2.1.2.2.2 Excavacion vigas de cimentaciónOE.2.1.2.2.2.1 Eje A-B-C, 1-2 3 3.90 0.30 1.17 0.70 0.82 2.46 m3OE.2.1.2.2.2.2 Eje A-B-C, 2-3 3 4.79 0.30 1.44 0.70 1.01 3.02 m3OE.2.1.2.2.2.3 Eje A-B-C, 3-4 3 5.30 0.30 1.59 0.70 1.11 3.34 m3OE.2.1.2.2.2.4 Eje A-B, 1-2-3-4 4 3.00 0.30 0.90 0.70 0.63 2.52 m3OE.2.1.2.2.2.5 Eje B-C, 1-2-3-4 4 2.50 0.30 0.75 0.70 0.52 2.10 m3OE.2.1.2.2.2.6 Corte 1-1 1 17.41 0.60 10.45 0.70 7.31 7.31 m3OE.2.1.2.2.2.7 Corte 2-2 1 4.06 0.60 2.44 0.70 1.71 1.71 m3OE.2.1.4 RellenoOE.2.1.4.1 Relleno con Material PropioOE.2.1.4.1.1 Eje A-1,A-4,C-1,C-4 ZAPATA 4 1.2 1.2 1.44 0.95 1.37 5.47 m3OE.2.1.4.1.2 Eje A-3,C-3,B-1,B-4 ZAPATA 4 1.2 1.2 1.44 0.95 1.37 5.47 m3OE.2.1.4.1.3 Eje A-2,C-2 ZAPATA 2 1.2 1.2 1.44 0.95 1.37 2.74 m3OE.2.1.4.1.4 Eje B-2 ZAPATA 1 1.2 1.2 1.44 0.95 1.37 1.37 m3OE.2.1.4.1.5 Eje B-3 ZAPATA 1 -- -- 1.36 0.95 1.29 1.29 m3OE.2.1.4.1.6 Eje B,1-2-3-4 VC 1 18.29 0.3 5.49 0.35 1.92 1.92 m3OE.2.1.4.1.7 Eje A-B-C , 3 VC 1 8.7 0.3 2.61 0.35 0.91 0.91 m3OE.2.1.4.1.8 Area A-B-C,1-2 1 -- -- 49.80 0.1 4.98 4.98 m3OE.2.1.4.1.9 Area A-B-C,2-3 1 -- -- 56.93 0.1 5.69 5.69 m3
N° de veces
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Partida N° EspecificacionesMedidas
Parcial Total UndLargo Ancho Area Altura
N° de veces
OE.2.1.4.1.10 Area A-B-C,3-4 1 9.4 7.1 66.74 0.1 6.67 6.67 m3OE.2.1.4.1.11 Eje A-B-C , 3 1 8.7 0.3 2.61 0.1 0.26 0.26 m3OE.2.1.6 Eliminación de Material ExcedenteOE.2.1.6.1 Vol. Excavado 1 62.95 m3OE.2.1.6.2 Vol. Rellenado 1 36.78 m3OE.2.1.6.3 Vol. Excedente 1 26.17 m3
32.71 m3OE.2.2 OBRAS DE CONCRETO SIMPLEOE.2.2.1 Cimientos corridosOE.2.2.1.1 Concreto 1:10 C-H + 30% PGOE.2.2.1.1.1 Eje A-C , 1-2-3-4 2 17.19 0.30 5.16 0.45 2.32 4.64 m3OE.2.2.1.1.2 Eje 1-2-4 , A-B-C 3 8.70 0.30 2.61 0.45 1.17 3.52 m3OE.2.2.1.1.3 Corte 1-1 1 17.87 0.60 10.72 0.70 7.51 7.51 m3OE.2.2.1.1.4 Corte 2-2 1 4.06 0.60 2.44 0.70 1.71 1.71 m3OE.2.2.3 SoladosOE.2.2.3.1 Concreto 1:10 C-H, E=10cm ZAP 12 1.50 1.50 2.25 0.00 2.25 27.00 m2OE.2.2.3.2 Concreto 1:10 C-H, E=10cm VCOE.2.2.3.2.1 Eje 1-2-3-4 3 13.99 0.30 4.20 0.00 4.20 12.59 m2OE.2.2.3.2.2 Eje A-B-C 4 5.50 0.30 1.65 0.00 1.65 6.60OE.2.2.6 SobrecimientosOE.2.2.6.1 Concreto 1:8 C-H + 20% PMOE.2.2.6.1.1 Eje A-C , 1-2-3-4 2 17.20 0.25 4.30 0.30 1.29 2.58 m3OE.2.2.6.1.2 Eje 1-2-4 , A-B-C 3 8.70 0.25 2.18 0.30 0.65 1.96 m3OE.2.2.6.1.3 Corte 1-1 1 18.17 0.15 2.73 0.40 1.09 1.09 m3OE.2.2.6.1.4 Corte 2-2 1 4.06 0.15 0.61 0.40 0.24 0.24 m3OE.2.2.6.2 EncofradoOE.2.2.6.2.1 Eje A-C , 1-2-3-4 4 17.19 -- -- 0.30 -- 20.63 m2OE.2.2.6.2.2 Eje 1-2-4 , A-B-C 6 8.70 -- -- 0.30 -- 15.66 m2OE.2.2.6.2.3 Corte 1-1 2 18.17 -- -- 0.40 -- 14.54 m2OE.2.2.6.2.4 Corte 2-2 2 4.06 -- -- 0.40 -- 3.25 m2OE.2.2.9 Falso Piso
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Partida N° EspecificacionesMedidas
Parcial Total UndLargo Ancho Area Altura
N° de veces
OE.2.2.9.1 Area A-B-C , 1-2 1 -- -- 45.95 0.00 45.95 45.95 m2OE.2.2.9.2 Area A-B-C , 2-3 1 -- -- 52.60 0.00 52.60 52.60 m2OE.2.2.9.3 Area A-B-C , 3-4 1 9.40 7.1 66.74 0.00 66.74 66.74 m2OE.2.2.9.3 Eje A-B-C , 3 1 8.70 0.3 2.61 0.00 2.61 2.61 m2OE.2.3 OBRAS DE CONCRETO ARMADOOE.2.3.2 ZapatasOE.2.3.2.1 Concreto Fc=210 Kg/cm2 12 1.50 1.5 2.25 0.45 1.01 12.15 m3OE.2.3.3 Vigas de CimentacionOE.2.3.3.1 Concreto Fc=210 Kg/cm2OE.2.3.3.1.1 Eje A-B-C , 1-2-3-4 3 20.00 0.3 6.00 0.60 3.60 10.80 m3OE.2.3.3.1.2 1-2-3-4 , A-B-C 4 9.10 0.3 2.73 0.60 1.64 6.55 m3OE.2.3.7 ColumnasOE.2.3.7.1 Concreto Fc=210 Kg/cm2OE.2.3.7.1.1 C1-N1 8 0.7 0.3 0.21 4.05 0.85 6.80 m3OE.2.3.7.1.2 C1-N2 8 0.7 0.3 0.21 2.60 0.55 4.37 m3OE.2.3.7.1.3 C2-N1 1 -- -- 0.38 4.05 1.54 1.54 m3OE.2.3.7.1.4 C2-N2 1 -- -- 0.38 2.60 0.99 0.99 m3OE.2.3.7.1.5 C3-N1 3 0.7 0.3 0.21 4.05 0.85 2.55 m3OE.2.3.7.1.6 C3-N2 3 0.7 0.3 0.21 2.60 0.55 1.64 m3OE.2.3.7.2 EncofradoOE.2.3.7.2.1 C1-N1 8 0.7 -- -- 4.05 5.67 45.36 m2OE.2.3.7.2.2 C1-N1 8 -- 0.3 -- 4.05 2.43 19.44 m2OE.2.3.7.2.3 C1-N2 8 0.7 -- -- 2.60 3.64 29.12 m2OE.2.3.7.2.4 C1-N2 8 -- 0.3 -- 2.60 1.56 12.48 m2OE.2.3.7.2.5 C2-N1 1 -- -- 3.52 4.05 14.256 14.256 m2OE.2.3.7.2.6 C2-N2 1 -- -- 3.52 2.60 9.152 9.152 m2OE.2.3.7.2.7 C3-N1 3 0.7 -- -- 4.05 5.67 17.01 m2OE.2.3.7.2.8 C3-N1 3 -- 0.3 -- 4.05 2.43 7.29 m2OE.2.3.7.2.9 C3-N2 3 0.7 -- -- 2.60 3.64 10.92 m2OE.2.3.7.2.10 C3-N2 3 -- 0.3 -- 2.6 1.56 4.68 m2OE.2.3.8 Vigas
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Partida N° EspecificacionesMedidas
Parcial Total UndLargo Ancho Area Altura
N° de veces
OE.2.3.8.1 Concreto Fc=210 Kg/cm2OE.2.3.8.1.1 Viga Primer NivelOE.2.3.8.1.1.1 Eje A-B-C , 1-2-3-4 3 20.00 0.3 6.00 0.60 3.60 10.80 m3OE.2.3.8.1.1.2 1-2-3-4 , A-B-C 4 9.10 0.3 2.73 0.60 1.64 6.55 m3OE.2.3.8.1.2 Viga TechoOE.2.3.8.1.2.1 Eje A-B-C , 1-2-3-4 3 20.00 0.25 5.00 0.60 3.00 9.00 m3OE.2.3.8.1.2.2 1-2-3-4 , A-B-C 4 9.10 0.25 2.28 0.60 1.37 5.46 m3OE.2.3.8.2 Encofrado y DesencofradoOE.2.3.8.2.1 Primer NivelOE.2.3.8.2.1.1 A-C , 1-2-3-4 2 20.00 -- -- 0.60 24.00 24.00 m2OE.2.3.8.2.1.2 1-4 , A-B-C 2 10.00 -- -- 0.60 12.00 12.00 m2OE.2.3.8.2.1.3 A-B-C , 1-2-3-4 Tapa Interior 4 18.80 -- -- 0.40 30.08 30.08 m2OE.2.3.8.2.1.4 1-2-3-4 , A-B-C Tapa Interior 6 8.70 -- -- 0.40 20.88 20.88 m2OE.2.3.8.2.1.5 A-B-C , 1-2-3-4 Tapa Abajo 3 17.20 0.30 -- -- 15.48 15.48 m2OE.2.3.8.2.1.6 1-2-3-4 , A-B-C Tapa Abajo 4 9.10 0.30 -- -- 10.92 10.92 m2OE.2.3.8.2.2 TechoOE.2.3.8.2.2.1 A-C , 1-2-3-4 2 20.00 -- -- 0.60 24.00 24.00 m2OE.2.3.8.2.2.2 1-4 , A-B-C 2 10.00 -- -- 0.60 12.00 12.00 m2OE.2.3.8.2.2.3 A-B-C , 1-2-3-4 4 18.80 -- -- 0.40 30.08 30.08 m2OE.2.3.8.2.2.4 1-2-3-4 , A-B-C 6 8.70 -- -- 0.40 20.88 20.88 m2OE.2.3.8.2.2.5 A-B-C , 1-2-3-4 Tapa Abajo 3 17.20 0.3 -- -- 15.48 15.48 m2OE.2.3.8.2.2.6 1-2-3-4 , A-B-C Tapa Abajo 4 9.10 0.3 -- -- 10.92 10.92 m2OE.2.3.9 LosasOE.2.3.9.2 Losa Aligerada N1-TechoOE.2.3.9.2.1 Concreto Fc=210 Kg/cm2 12.83 m3OE.2.3.9.2.1.1 Eje A-B-C , 1-2 2 -- -- 44.05 0.20 8.81 17.62 m3OE.2.3.9.2.1.2 Eje A-B-C , 2-3 2 -- -- 56.33 0.20 11.266 22.53 m3OE.2.3.9.2.1.3 Eje A-B-C , 3-4 2 -- -- 59.99 0.20 11.998 24.00 m3OE.2.3.9.2.2 Encofrado y DesencofradoOE.2.3.9.2.2.1 Eje A-B-C , 1-2 Tapa Abajo 2 -- -- 44.05 -- 44.05 88.1 m2OE.2.3.9.2.2.2 Eje A-B-C , 2-3 Tapa Abajo 2 -- -- 56.329 -- 56.33 112.658 m2
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Partida N° EspecificacionesMedidas
Parcial Total UndLargo Ancho Area Altura
N° de veces
OE.2.3.9.2.2.3 Eje A-B-C , 3-4 Tapa Abajo 2 -- -- 59.99 -- 59.99 119.98 m2OE.2.3.9.2.4 Bloquer (Tecnopor) 2 -- -- 64.15 -- 51.32 51.32 m3OE.2.3.10 EscalerasOE.2.3.10.1 Concreto Fc=210 Kg/cm2OE.2.3.10.1.1 Cimentación 1 0.5 1.2 0.60 0.78 0.47 0.47 m3OE.2.3.10.1.2 Descanso 7 1.1 1.2 1.32 0.2 0.26 1.85 m3OE.2.3.10.1.3 Romboide 4 2.1 1.2 2.52 0.2 0.50 2.02 m3OE.2.3.10.1.4 Paso-Contrapaso 24 0.25 1.2 0.30 0.18 0.03 0.65 m3OE.2.3.10.2 Encofrado y DesencofradoOE.2.3.10.2.1 Descanso Laterales 7 1.1 -- -- 0.2 1.54 3.08 m2OE.2.3.10.2.2 Descanso Frente 8 1.2 -- -- 0.2 1.92 1.92 m2OE.2.3.10.2.3 Descanso Fondo 7 1.1 1.2 -- -- 1.32 9.24 m2OE.2.3.10.2.4 Fondo Romboide 4 2.1 1.2 -- -- 2.52 10.08 m2OE.2.3.10.2.5 Tapas Laterales Romboide 8 2.1 -- -- 0.3 5.04 5.04 m2OE.2.3.10.2.6 Contrapasos 24 1.2 -- -- 0.18 5.18 5.18 m2
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HOJA DE METRADO DE ACEROS DE 3 NIVELES
Proyecto: : CONSTRUCCION DE VIVIENDA COMERCIO
OE.2.3.2.3 ZAPATAS
ELEMENTO DESCRICION f LONG 1/4" 3/8" 1/2" 5/8" 3/4"
Z1
5/8 1.45 11.00 12.00 296.6721
5/8 1.45 11.00 12.00 296.6721
SUB TOTAL 0.00 0.00 0.00 593.34 0.00
DESPERDICIOS 0.00 0.00 0.00 44.50 0.00
METRADO TOTAL 637.84 Kg
O.E 2.3.3.3 VIGAS DE CIMENTACION (Recubrimiento 2.5 cm)
ELEMENTO DESCRICION f LONG 1/4" 3/8" 1/2" 5/8" 3/4"
5/8 22.15 3.00 2.00 205.9915
3/8 1.76 94.00 2.00 191.9137
5/8 22.15 2.00 2.00 137.3310
5/8 22.15 3.00 1.00 103.007
3/8 1.76 97.00 1.00 99.0219
5/8 22.15 2.00 1.00 68.66 5
5/8 12.05 3.00 4.00 224.1316
3/8 1.76 46.00 4.00 187.8336
5/8 12.05 2.00 4.00 149.4211
N° PIEZAS IGUALES
N° ELEM. IGUALES
Nro Varillas
N° PIEZAS IGUALES
N° ELEM. IGUALES
Nro Varillas
VIGAS EJE 1-2-3-4 EXTREMOS
VIGAS EJE 1-2-3 4
MEDIO
VIGAS EJE A-B-C
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SUB TOTAL 0.00 478.76 0.00 888.54 0.00
DESPERDICIOS 0.00 14.36 0.00 66.64 0.00
METRADO TOTAL 1448.30 Kg
OE.2.3.7.3 COLUMNAS
ELEMENTO DESCRICION f LONG 1/4" 3/8" 1/2" 5/8" 3/4"
C1
3/4 10.29 12.00 8.00 2202.88110
3/8 3.12 44.00 8.00 636.98122
C2
3/4 10.29 12.00 1.00 275.3614
3/8 1.89 44.00 1.00 48.239
C3
3/4 10.29 6.00 3.00 413.0421
5/8 10.29 4.00 3.00 191.3914
3/8 2.68 44.00 3.00 205.1839
SUB TOTAL 0.00 1380.11 0.00 298.57 2891.28
DESPERDICIOS 0.00 41.40 0.00 18.20 260.22
METRADO TOTAL 4889.79 Kg
OE.2.3.8.3 VIGAS DE PRIMER Y SEGUNDO PISO
ELEMENTO DESCRICION f LONG 1/4" 3/8" 1/2" 5/8" 3/4"
VIGA-A-B-C
3/4 22.24 3.00 3.00 446.3622
3/4 11.00 1.00 3.00 73.594
3/8 1.76 114.00 3.00 349.1167
N° PIEZAS IGUALES
N° ELEM. IGUALES
Nro Varillas
N° PIEZAS IGUALES
N° ELEM. IGUALES
Nro Varillas
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VIGA-A-B-C
3/4 22.24 4.00 3.00 595.1430
VIGA-1-2-3-4
5/8 12.50 3.00 4.00 232.5017
5/8 6.10 1.00 4.00 37.823
3/8 1.56 67.00 4.00 242.4946
5/8 12.50 3.00 4.00 232.5017
SUB TOTAL 0.00 591.60 0.00 502.82 1115.09
DESPERDICIOS 0.00 17.75 0 37.7115 100.35803
METRADO TOTAL 2365.33 Kg
OE.2.3.9.2.3 LOSA ALIGERADA N1 (recubrimiento 2.5 cm.)
ELEMENTO DESCRICION f LONG 1/4" 3/8" 1/2" 5/8" 3/4"
A-B , 1-2
1/2 5.15 8.00 1.00 42.025
1/2 4.85 8.00 1.00 39.584
1/4 2.95 19.00 1.00 14.016
3/8 0.25 8.00 1.00 1.160.2
A-B , 1-2
1/2 2.85 6.00 1.00 17.442
1/2 2.65 6.00 1.00 16.222
1/4 2.81 10.00 1.00 7.033
3/8 0.25 6.00 1.00 0.870.2
B-C , 1-2
1/2 5.05 14.00 1.00 72.118
N° PIEZAS IGUALES
N° ELEM. IGUALES
Nro Varillas
Acero T°
Acero T°
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B-C , 1-2
1/2 4.85 14.00 1.00 69.268
1/4 6.10 17.00 1.00 25.9212
3/8 0.25 14.00 1.00 2.030.4
A-B , 2-3
1/2 5.55 16.00 1.00 90.5810
1/2 4.85 16.00 1.00 79.159
1/4 6.80 19.00 1.00 32.3014
3/8 0.25 16.00 1.00 2.320.4
B-C , 2-3
1/2 5.05 16.00 1.00 82.429
1/2 4.85 16.00 1.00 79.159
1/4 6.80 17.00 1.00 28.9013
3/8 0.25 16.00 1.00 2.320.4
A-B , 3-4
1/2 3.15 7.00 1.00 22.492
1/2 2.95 7.00 1.00 21.062
1/4 2.50 11.00 1.00 6.883
3/8 0.25 7.00 1.00 1.020.2
A-B , 3-4
1/2 5.55 14.00 1.00 79.259
1/2 5.35 14.00 1.00 76.408
1/4 5.20 19.00 1.00 24.7011
3/8 0.25 14.00 1.00 2.030.4
Acero T°
Acero T°
Acero T°
Acero T°
Acero T°
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B-C , 3-4
1/2 5.05 18.00 1.00 92.7210
1/2 4.85 18.00 1.00 89.0510
1/4 7.70 17.00 1.00 32.7315
3/8 0.25 18.00 1.00 2.610.5
SUB TOTAL 172.46 14.35 968.90 0.00 0.00
ESPERDICIOS 3.45 0.43 48.44 0.00 0.00
METRADO TOTAL 1208.04 Kg
OE.2.3.9.2.3 LOSA ALIGERADA TECHO (recubrimiento 2.5 cm.)
ELEMENTO DESCRICION f LONG 1/4" 3/8" 1/2" 5/8" 3/4"
A-B , 1-2
1/2 5.05 8.00 1.00 41.214
1/2 4.85 8.00 1.00 39.584
1/4 2.95 19.00 1.00 14.016
3/8 0.25 8.00 1.00 1.160.2
A-B , 1-2
1/2 2.85 6.00 1.00 17.442
1/2 2.65 6.00 1.00 16.222
1/4 2.81 10.00 1.00 7.033
3/8 0.25 6.00 1.00 0.870.2
B-C , 1-2
1/2 5.05 14.00 1.00 72.118
1/2 4.85 14.00 1.00 69.268
1/4 6.10 17.00 1.00 25.9212
N° PIEZAS IGUALES
N° ELEM. IGUALES
Nro Varillas
Acero T°
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B-C , 1-2
3/8 0.25 14.00 1.00 2.030.4
A-B , 2-3
1/2 5.55 16.00 1.00 90.5810
1/2 4.85 16.00 1.00 79.159
1/4 6.80 19.00 1.00 32.3014
3/8 0.25 16.00 1.00 2.320.4
B-C , 2-3
1/2 5.05 16.00 1.00 82.429
1/2 4.85 16.00 1.00 79.159
1/4 6.80 17.00 1.00 28.9013
3/8 0.25 16.00 1.00 2.320.4
A-B , 3-4
1/2 3.15 7.00 1.00 22.492
1/2 2.95 7.00 1.00 21.062
1/4 2.50 11.00 1.00 6.883
3/8 0.25 7.00 1.00 1.020.2
A-B , 3-4
1/2 5.55 14.00 1.00 79.259
1/2 5.35 14.00 1.00 76.408
1/4 5.20 19.00 1.00 24.7011
3/8 0.25 14.00 1.00 2.030.4
B-C , 3-4
1/2 5.05 18.00 1.00 92.7210
1/2 4.85 18.00 1.00 89.0510
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B-C , 3-4
1/4 7.70 17.00 1.00 32.7315
3/8 0.25 18.00 1.00 2.610.5
SUB TOTAL 172.46 14.35 968.08 0.00 0.00
ESPERDICIOS 3.45 0.43 48.40 0.00 0.00
METRADO TOTAL 1207.18 Kg
OE.2.3.10.3 ESCALERA
ELEMENTO DESCRICION f LONG 1/4" 3/8" 1/2" 5/8" 3/4"
TRAMO 1
3/8 1.20 136.00 1.00 94.6618
1/2 3.93 8.00 1.00 32.073
1/2 1.31 8.00 1.00 10.691
1/2 4.08 8.00 1.00 33.294
1/2 1.76 8.00 1.00 14.362
TRAMO 2,3,4
1/2 4.38 8.00 3.00 107.2212
1/2 4.36 8.00 3.00 106.7312
1/2 1.83 8.00 3.00 44.805
1/2 1.44 8.00 3.00 35.254
3/8 1.06 8.00 2.00 9.842
SUB TOTAL 0.00 161.96 764.99 0.00 0.00
N° PIEZAS IGUALES
N° ELEM. IGUALES
Nro Varillas
Acero Trans
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DESPERDICIOS 0.00 4.86 38.25 0.00 0.00
METRADO TOTAL 970.06 Kg
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VIGAS DE PRIMER, SEGUNDO Y TERCER PISO
ELEMENTO DESCRICION f LONG 1/4" 3/8" 1/2" 5/8" 3/4"
VIGA-VA-01
1/2 7.54 2.00 1.00 15.382
1/2 7.30 2.00 1.00 14.892
1/4 1.36 43.00 1.00 14.626
1/4 0.78 8.00 1.00 1.561
1/2 8.70 1.00 1.00 8.871
1/2 7.00 2.00 1.00 14.282
VIGA-V-02
1/2 7.96 2.00 1.00 16.242
1/2 7.33 2.00 1.00 14.952
1/4 1.36 48.00 1.00 16.327
1/2 7.64 1.00 1.00 7.791
1/2 7.96 2.00 1.00 16.242
VIGA-V-03
1/2 8.41 2.00 2.00 34.314
1/2 7.93 2.00 2.00 32.354
1/4 1.36 48.00 2.00 32.6415
1/2 8.20 1.00 2.00 16.732
1/2 8.41 2.00 2.00 34.314
N° PIEZAS IGUALES
N° ELEM. IGUALES
Nuero Varillas
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VIGA-V-04
1/2 8.41 2.00 2.00 34.314
1/2 7.93 2.00 2.00 32.354
1/4 1.36 50.00 2.00 34.0015
1/2 8.20 1.00 2.00 16.732
1/2 8.41 2.00 2.00 34.314
VIGA-V-05
1/2 14.10 2.00 1.00 28.763
1/2 13.54 2.00 1.00 27.623
1/4 1.36 83.00 1.00 28.2213
1/2 14.34 1.00 1.00 14.632
1/2 14.10 2.00 1.00 28.763
VIGA-C-1-1
1/2 14.10 2.00 1.00 28.763
1/2 13.54 2.00 1.00 27.623
1/4 1.36 83.00 1.00 28.2213
1/2 14.10 2.00 1.00 28.763
VIGA-C-2-2
1/2 14.10 2.00 1.00 28.763
1/2 13.54 2.00 1.00 27.623
1/4 1.36 83.00 1.00 28.2213
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VIGA-C-2-2
1/2 14.10 2.00 1.00 28.763
VIGA-C-3-3
1/2 14.10 2.00 1.00 28.763
1/2 13.54 2.00 1.00 27.623
1/4 1.36 83.00 1.00 28.2213
1/2 14.10 2.00 1.00 28.763
VIGA-C-4-4
1/2 14.10 2.00 1.00 28.763
1/2 13.54 2.00 1.00 27.623
1/4 1.36 83.00 1.00 28.2213
1/2 14.10 2.00 1.00 28.763
SUB TOTAL 34.00 0.00 344.07 0.00 0.00
ESPERDICIOS 0.68 0.00 17.20332 0 0
METRADO TOTAL 395.95 Kg
LOSA ALIGERADA
ELEMENTO DESCRICION f LONG 1/4" 3/8" 1/2" 5/8" 3/4"
1/2 14.00 2.00 3.00 85.689
1/2 3.00 6.00 3.00 55.086
1/2 14.00 32.00 3.00 1370.88149
1/4 11.00 40.00 3.00 330.00147
SUB TOTAL 330.00 0.00 1511.64 0.00 0.00
ESPERDICIOS 6.60 0.00 75.58 0.00 0.00
METRADO TOTAL 1923.82 Kg
N° PIEZAS IGUALES
N° ELEM. IGUALES
Nuero Varillas
LOSA ALIGERADA