metrado

METRADO: REPLANTEO DE ACERO RESERVORIO (01)OBRA : INSTALACION DE LOS SISTEMAS DE AGUA POTABLE ALCANTARILLADO DEL PARQUE PORCINOSUB-CONTRATO : MJM CONSTRUCCIONES GENERALES

item DESCRIPCION D Long. X pieza

Longitud (m) por diametro

PESO TOTAL1/4" 3/8" 1/2" 5/8" 3/4" 8 mm

0.248 0.56 0.994 1.552 2.235 0.371

ACERO EN ZAPATA = SUPERIOR6.5

l = 6.90 0.40 3/8" 0.25 19 1 6.85 130.15 72.8843/8" 0.25 19 1 6.15 116.85 65.4363/8" 0.25 38 1 5.45 207.1 115.9763/8" 0.25 75 1 4.35 326.25 182.7

ACERO INFERIOR 3/8" 0.25 19 1 6 114 63.843/8" 0.25 19 1 5.55 105.45 59.0523/8" 0.25 38 1 4.6 174.8 97.888

0.0.30 3/8" 0.25 75 1 3.5 262.5 1470.87 1437.1

0.43 5/8" 204.204 205 1 2.65 543.25 843.1241.04

LONG. = 2.63 m

ACERO EN ZAPATA CIRCOFERENCIAL (SON 18 UNIDADES) radio Perimetro

1/2" 6.45 47.28 3 145.34 148.07 148.071/2" 6.25 46.65 2 96.81 99.82 99.821/2" 6.05 46.02 2 95.55 98.58 98.58

1/2" 5.85 45.40 2 94.29 97.33 97.331/2" 5.65 44.77 2 93.04 96.08 96.081/2" 5.45 44.14 2 91.78 94.83 94.831/2" 5.25 43.51 2 90.52 93.58 93.581/2" 5.05 42.88 2 89.27 92.33 92.331/2" 4.85 42.25 2 88.01 91.08 91.081/2" 4.65 41.63 1 45.13 48.46 48.46

20 960.15 0.00PISO LOSA LOSA/SUP.+ INF. 1/2" 4.8 30.15936 2 61.81872 65.05 65.05LOSA/SUP.+ INF. 1/2" 4.6 28.90272 2 59.30544 62.55 62.55LOSA/SUP.+ INF. 1/2" 4.4 27.64608 2 56.79216 60.05 60.05LOSA/SUP.+ INF. 1/2" 4.2 26.38944 2 54.27888 57.55 57.55LOSA/SUP.+ INF. 1/2" 4 25.1328 2 51.7656 55.06 55.06LOSA/SUP.+ INF. 1/2" 3.8 23.87616 2 49.25232 52.56 52.56LOSA/SUP.+ INF. 1/2" 3.6 22.61952 3 69.35856 72.54 72.54LOSA/SUP.+ INF. 1/2" 3.4 21.36288 2 44.22576 47.56 47.56LOSA/SUP.+ INF. 1/2" 3.2 20.10624 2 43.71248 47.05 47.05LOSA/SUP.+ INF. 1/2" 3 18.8496 2 39.1992 42.56 42.56LOSA/SUP.+ INF. 1/2" 2.8 17.59296 2 36.68592 40.07 40.07LOSA/SUP.+ INF. 1/2" 2.6 16.33632 2 33.97264 37.37 37.37LOSA/SUP.+ INF. 1/2" 2.4 15.07968 2 31.65936 35.07 35.07LOSA/SUP.+ INF. 1/2" 2.2 13.82304 2 29.14608 32.57 32.57

N° de Elementos iguales

N° de piezas x elemento

LOSA/SUP.+ INF. 1/2" 2 12.5664 2 26.6328 30.07 30.07LOSA/SUP.+ INF. 1/2" 1.8 11.30976 2 24.11952 27.57 27.57LOSA/SUP.+ INF. 1/2" 1.6 10.05312 2 21.60624 25.08 25.08LOSA/SUP.+ INF. 1/2" 1.4 8.79648 2 19.09296 22.58 22.58LOSA/SUP.+ INF. 1/2" 1.2 7.53984 2 15.07968 18.59 18.59LOSA/SUP.+ INF. 1/2" 1 6.2832 2 12.5664 16.09 16.09LOSA/SUP.+ INF. 1/2" 0.8 5.02656 2 10.05312 13.59 13.59LOSA/SUP.+ INF. 1/2" 0.6 3.76992 2 7.53984 11.09 11.09LOSA/SUP.+ INF. 1/2" 0.4 2.51328 2 5.02656 8.60 8.60LOSA/SUP.+ INF. 1/2" 0.2 1.25664 2 2.51328 6.10 6.10

MURO EXTERIOR - INTERIOR 886.97 0.00Perimetro = (53.09) R= 8.30 m ( VERTICALES) CARA SECA Y HUMEDA

6.21 E = 0.25 39.021/2" 156.08 2.00 6.35 1982.22 1970.32

ACERO EN MURO EXT. HORIZONTAL ( R=6.21)1/2" 41.5 12 6.35 3162.3 3143.331/2" 41.5 34 6.35 8959.85 8906.09

12122.15MUR/INT.HORZ. (RADIO = 6.05 )

1/2" 40.55 12 6.35 3089.91 3071.37 1/2" 40.55 34 6.35 8754.745 8702.22

11844.65

ACERO EN VIGA ( R=6.00)1/2" 37.6992 2 40.20 80.4 79.92

ACERO EN VIGA ( R=6.30)1/2" 39.58416 2 42.04 84.08 83.58

ACERO EN VIGA ESTRIBOS 8 MM ( R=6.30) 164.488MM 158.3366 159 1.45 230.55 85.53

ACERO EN ARTEZA DE REBOSE3/8" 1.31 24 31.44 17.613/8" 1.8 13 23.4 13.10

54.84ACERO EN CUPULA

3/8" 19 6.67 126.73 70.973/8" 19 5.67 107.73 0.56 60.333/8" 38 5.27 200.26 0.56 112.153/8" 75 4.17 312.75 0.56 175.143/8" 2 42.5 85 0.56 47.603/8" REFUERZO 160 1 160 0.56 89.603/8" ANILLOS 2 40.2 80.4 0.56 45.023/8" 2 37.7 75.4 0.56 42.223/8" 2 36.32 72.64 0.56 40.683/8" 2 35.07 70.14 0.56 39.283/8" 2 33.41 66.82 0.56 37.423/8" 2 30.15 60.3 0.56 33.773/8" 2 30.4 60.8 0.56 34.053/8" 2 27.4 54.8 0.56 30.693/8" 2 26.4 52.8 0.56 29.573/8" 2 24.1 48.2 0.56 26.993/8" 2 22.56 45.12 0.56 25.273/8" 2 21.6 43.2 0.56 24.193/8" 2 20.35 40.7 0.56 22.793/8" 2 17.53 35.06 0.56 19.633/8" 2 16.27 32.54 0.56 18.223/8" 2 12.56 25.12 0.56 14.07

1856.51

ACERO EN REFUERZO ( PASE DE TUBERIA Y DUCTO DE INGRESO1/2" 4 1.45 5.8 5.77

4 0.8 3.2 3.183/8" 11 1.2 13.2 7.39

4 2.5 10 5.600.00

RESUMEN : TOTAL METRADO EN KG 0.00DESPERDICIOS = 5 % 0.00TOTAL ACERO EN KG. 0.00

1/4" 3/8" 1/2" 5/8" 3/4" 8 mm 30629.67 RESERVORIO0.248 0.56 0.994 1.552 2.235 0.371 MURO /COLU

TOTAL VARILAS

VARILLAS

UND5/8" 1/2" 3/8" 8MM

19960.36111111

106.683257102

98.55234432

314

1346.90555556

1316.07277778

18.275555555625.61666667

6.09333333333

206.278888889

2

2

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

62 3416 205 3030 280 600 10092 3696 805 30 100

METRADO: REPLANTEO DE SOLADO RESERVORIO (01)OBRA : INSTALACION DE LOS SISTEMAS DE AGUA POTABLE ALCANTARILLADO DE LA LOCALIDAD DE MARCONA

SUB-CONTRATO : MJM CONSTRUCCIONES GENERALES REQUERIMIENTO N° 02METRADO DE SOLADO FECHA : 18-05-15

item descripcion Radio perimetro area area_solado espesor total m3RESERVORIO R- 1 - 1100 M3 8.65 54.35 235.06

7.45 50.58 202.45 32.61 0.10 3.267.15 49.64 194.30 8.15 0.10 0.827.15 194.30 194.30 0.10 19.43

0.00 23.515% desp. 1.18

24.68

REQUERIMIENTO N° 02MATERIALES PARA SOLADO Dosif./m3 tipo de Concreto Fc= 100 Kg/cm2CEMENTO TIPO V BOLSA 7 172.77 8.64 181.41ARENA GRUESA M3 0.75 18.51 0.93 19.44PIEDRA CHANCADA e= 1/2" M3 0.65 16.04 0.80 16.85AGUA POTABLE m3 3 3.00

Jhony Hualpatero BarrientosMJM CONSTRUCCIONES GENERALES SAC


item DESCRIPCION D

ACERO EN ZAPATA = SUPERIORR= 1.75mP=10.996

1/2" 10.996

ACERO EN losa de fondo - SUPERIOR

r= 1.55r= 1.70

Perimetro 9.73896Perimetro 10.68144

anillos ext. 10.93896anillos int. 11.88144

zapata REFUERZO

3/8"

CAMARA DE REJAS EXTERIOR

Lp= 26.363/8" 26.36

1/2" ZAPATA

3/8"

INTERIOR3/8"3/8"

3/8"

INSTALACION DE LOS SISTEMAS DE AGUA POTABLE ALCANTARILLADO DEL PARQUE PORCINO

Long. X pieza


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

0.248 0.56 0.994 1.552

54.98 1.9 104.46216 4.11 65.7616 4.11 65.7616 4.09 65.4416 4.06 64.9616 4.02 64.3216 3.97 63.5216 3.91 62.5616 3.83 61.2816 3.76 60.1616 3.64 58.2416 3.52 56.3216 3.38 54.0816 3.23 51.6816 3.04 48.6416 2.83 45.2816 2.58 41.2816 3.04 48.6416 1.87 29.92

48.6948 4.84 235.68283253.4072 4.55 243.00276

22 11.6 255.224 12.6 302.4

2 12.6 25.22 6 3 36

180.00180.00 2173.79 36.00

PESO TOTA= 2317.42 PESO = 100.80 2160.74 55.87ALAMBRE N°16 93 9.00 9.00 9.00

VARILLAS 20.00 241.53 4.003/8" 1/2" 5/8"



@ 0.20 134 1.8 ESTRIBO 241.2

6 28.2 169.2

4 134 2.9 1554.44 14 28.2 1579.2

1 131 3.1 406.11 131 1.4 183.4

1 20 26.3 5264490.3 169.2

PESO/ML 0.56 0.994

TOTAL/PESO 2682.7528 2514.568 168.1848ALAMBRE N° 16 107.310112VARILLA 498.922222 18.8

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


PESO TOTAL3/4" 8 mm VARILLAS

2.235 0.371 UND

5/8" 1/2" 3/8" 8MM


item DESCRIPCION D

ACERO EN TECHO (VIGA : V2 ( 0.30 X 0.20 ) SON (2)L= 3.42m

1/2" X=0.60 (2)1/2"

L=2.003/8" X= 0.60

ESTRIBO L=0.943/8"3/8"3/8"3/8" R 0.20 ( SON 1

ESTRIBO L= 0.95

3/8"

ACERO EN TECHO (VIGA : V1 ( 0.30 X 0.20 ) SON (1)L= 3.30m

1/2" X=0.60 (2)1/2"

2.23/8" X= 0.60

ESTRIBO L=0.943/8"3/8"3/8"3/8" R 0.20 ( SON 1

ESTRIBO L= 0.95

3/8"

2@ [email protected]@0.15

[email protected]


[email protected]

mailto:2@%200.05

mailto:[email protected]



mailto:2@%200.05




ACERO EN TECHO (VIGA : V3 ( 0.30 X 0.20 ) SON (1)

L= 3.30m1/2" X=0.60 (2)1/2"

2.23/8" X= 0.60

ESTRIBO L=0.943/8"3/8"3/8"3/8" R 0.20 ( SON 1

ESTRIBO L= 0.95

3/8"

ACERO EN TECHO (VIGA : V 2 ( 0.30 X 0.20 ) SON (2)

L= 2.83m5/8" X=0.60 (2)5/8"

1.33/8" X= 0.60

ESTRIBO L=0.943/8"3/8"3/8"3/8" R 0.20 ( SON 6

ESTRIBO L= 0.95

3/8"

L= 1.15 / 0.20 = 6

1/2"

1/2"


[email protected]


[email protected]

mailto:2@%200.05




mailto:2@%200.05




1/2"

1/2"

1/2"

INSTALACION DE LOS SISTEMAS DE AGUA POTABLE ALCANTARILLADO DEL PARQUE PORCINO

Long. X pieza


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

0.248 0.56 0.994 1.552 2.235

2 6 4.02 48.245.36

2 4 2.6 20.8

2 2 0.94 3.762 3 0.94 5.642 4 0.94 7.522 16 0.94 30.08

4 6 0.95 22.890.6

10.0666667

2 6 3.9 46.85.2

2 1 2.8 5.6

1 2 0.94 1.881 3 0.94 2.821 4 0.94 3.76

11 1 0.94 10.34

11 1 0.95 10.4534.853.87



2 6 3.9 46.85.2

2 1 2.8 5.6

1 2 0.94 1.881 3 0.94 2.821 4 0.94 3.76

11 1 0.94 10.34

11 1 0.95 10.4534.85

3.87222222

2 6 3.43 41.164.57333333

2 1 2.8 5.6

2 2 0.94 3.762 3 0.94 5.642 4 0.94 7.522 6 0.94 11.28

2 6 0.95 11.445.2

5.02222222

4 1 3.64 14.564 1 3.5 14

4 1 3.24 12.964 1 2.9 11.64 1 2.14 8.564 1 1.9 7.6

4 2 1.45 11.64 2 1.4 11.24 2 1.35 10.84 2 1.3 10.44 2 1.25 104 2 1.2 9.6

4 1 3.1 12.44 1 2.9 11.64 1 2.7 10.84 1 2.35 9.44 1 2.1 8.44 1 1.65 6.6

4 2 1.1 8.84 2 1.1 8.84 2 1.05 8.44 2 1 84 2 0.9 7.24 2 0.85 6.8

240.0826.6755556

VARILLA 22.83 41.81 5.20 varilla a pedir 25 45 6kg 126 402.57 83.808Alambre N° 16 kg 35


PESO TOTAL8 mm VARILLAS

0.371 UND

5/8" 1/2" 3/8" 8MM

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