Metrado de Acero - Aulas - Rev Ok

8/19/2019 Metrado de Acero - Aulas - Rev Ok

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METRADO DE ACERO

PROYECTO: MEJORAMIENTO DEL SERVICIO EDUCATIVO DE LA INSTITUCION EDUCATIVA DEL NIVEL SECUNDARIO “HUAMAN POMA DE AYALA”, DISTRITO DE MANZANARES, PROVINCIA DE CONCEPCION - JUNIN

SUBPRESUPUESTO: PABELLONES DE AULAS

DESCRIPCION Nº VECES N° ELEM LONG (ml) DIAM P.U. (Kg/ml) SUB TOTAL TOTAL UNID 3/ ! "/#! $/%! 3/#! $/ !

&APATAS %3.'' KgZ-1 10 11 1.37 1/2" 1.02 153.71 150.70

10 9 1.57 1/2" 1.02 144.13 141.30Z-2 3 8 1.27 1/2" 1.02 31.09 30.48

3 9 1.01 1/2" 1.02 27.82 27.27Z-3 1 7 1.47 1/2" 1.02 10.50 10.29

1 10 1.11 1/2" 1.02 11.32 11.10Z-4 2 6 0.98 1/2" 1.02 12.00 11.76

2 6 0.94 1/2" 1.02 11.51 11.28Z-5 2 5 1.10 1/2" 1.02 11.22 11.00

2 7 0.75 1/2" 1.02 10.71 10.50

ACERO EN VIGAS DE CIMENTACION $ " .% Kg

EJE 1 Y 2 2 4 4.95 3/4" 2.24 88.70 39.60CENTRO 2 2 4.95 1/2" 1.02 20.20 19.80ESTRIBOS 2 29 1.50 3/8" 0.56 48.72 87.00

EJE 3,5,7 Y9 4 4 7.10 3/4" 2.24 254.46 113.60CENTRO 4 2 7.10 1/2" 1.02 57.94 56.80ESTRIBOS 4 39 1.80 3/8" 0.56 157.25 280.80

EJE A, 2 4 26.00 3/4" 2.24 465.92 208.00CENTRO 2 2 25.00 1/2" 1.02 102.00 100.00ESTRIBOS 2 156 1.50 3/8" 0.56 262.08 468.00

ACERO EN COLUMNAS 3 "'3.*+ Kg

C-1 14 6 8.70 3/4" 2.24 1636.99 121.8014 2 8.10 1/2" 1.02 231.34 226.80

C-2 4 4 7.90 1/2" 1.02 128.93 126.40C-3 12 4 2.05 3/8" 0.56 55.10 98.40

12 4 3.85 3/8" 0.56 103.49 184.80CE-1 2 4 9.00 3/4" 2.24 161.28 72.00

2 2 8.40 1/2" 1.02 34.27 33.60CE-2 2 4 7.10 3/4" 2.24 127.23 56.80CE-3 2 4 7.75 1/2" 1.02 63.24 62.00CE-4 2 4 1.50 3/8" 0.56 6.72 12.00


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METRADO DE ACERO




1 4 2.80 3/8" 0.56 6.27 11.201 4 3.80 3/8" 0.56 8.51 15.20

ESTRIBOS C-1 14 50 1.40 3/8" 0.56 548.29 979.09ESTRIBOS C-2 4 49 1.00 3/8" 0.56 109.76 196.00ESTRIBOS C-3 12 12 0.70 3/8" 0.56 56.45 100.80

12 24 0.70 3/8" 0.56 112.90 201.60ESTRIBOS CE-1 2 52 1.40 3/8" 0.56 81.54 145.60ESTRIBOS CE-2 2 40 1.10 3/8" 0.56 49.28 88.00ESTRIBOS CE-3 2 44 1.00 3/8" 0.56 49.28 88.00ESTRIBOS CE-4 2 9 0.70 3/8" 0.56 7.06 12.60

1 17 0.70 3/8" 0.56 6.66 11.901 23 0.70 3/8" 0.56 9.02 16.10

ACERO EN VIGAS 3 +'". # KgPrimer pisoEJE A Y , TRA!O 3-9 2 4 25.00 3/4" 2.24 448.00 200.00BASTONES 2 12 1.20 1/2" 1.02 29.38 28.80

2 6 1.50 1/2" 1.02 18.36 18.00ESTRIBOS 2 138 1.40 3/8" 0.56 216.38 386.40Segundo PisoEJE A Y , TRA!O 3-9 2 4 25.00 3/4" 2.24 448.00 200.00BASTONES 2 12 1.20 1/2" 1.02 29.38 28.80

2 6 1.50 1/2" 1.02 18.36 18.00ESTRIBOS 2 138 1.00 3/8" 0.56 154.56 276.00Primer pisoEJE 4,5,6,7 8 5 5 8.45 3/4" 2.24 473.20 211.25BASTON 5 3 3.80 3/4" 2.24 127.68 57.00

5 3 1.85 3/4" 2.24 62.16 27.755 2 2.90 3/4" 2.24 64.96 29.00

ESTRIBO #I$A 5 37 1.50 3/8" 0.56 155.40 277.50ESTRIBO #O%A O 5 11 1.20 3/8" 0.56 36.96 66.00

EJE 3 Y 9 2 4 8.45 3/4" 2.24 151.42 67.60BASTON 2 4 0.85 3/4" 2.24 15.23 6.80

2 2 1.40 3/4" 2.24 12.54 5.602 1 1.30 3/4" 2.24 5.82 2.60

ESTRIBO #I$A 2 37 1.20 3/8" 0.56 49.73 88.80ESTRIBO #O%A O 2 11 1.00 3/8" 0.56 12.32 22.00Segundo Piso


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METRADO DE ACERO




EJE 3,5,7 9 4 4 8.45 1/2" 1.02 137.90 135.20BASTON 4 4 0.85 1/2" 1.02 13.87 13.60

4 2 1.40 1/2" 1.02 11.42 11.20ESTRIBO #I$A 4 37 1.20 3/8" 0.56 99.46 177.60

EJE 3 Y 9 #I$AS E TI!&ANO 2 4 3.60 1/2" 1.02 29.38 28.80ESTRIBO #I$A 2 18 0.90 3/8" 0.56 18.14 32.40

EJE 1 Y 2 4 4 8.45 3/4" 2.24 75.71 135.20BASTON 4 1 1.60 3/4" 2.24 14.34 6.40

4 1 2.65 3/4" 2.24 23.74 10.60

ESTRIBO #I$A 4 9 1.20 3/8" 0.56 24.19 43.204 14 1.20 3/8" 0.56 37.63 67.20

ESTRIBO #O%A O 2 11 1.00 3/8" 0.56 12.32 22.00

#B 1 2 25.00 1/2" 1.02 51.00 50.001 2 3.65 1/2" 1.02 7.45 7.30

$ANC'O S 1 150 0.25 1/4" 0.25 9.38 37.501 19 0.25 1/4" 0.25 1.19 4.75

EJE A 4 4 3.65 1/2" 1.02 59.57 58.40ESTRIBO #I$A 4 19 1.10 3/8" 0.56 46.82 83.60

LOSA ALIGERADA #% .$+ Kg ACERO ( 21 25.00 1/2" 1.02 535.50 525.00 ACERO - 21 5 2.70 1/2" 0.56 31.75 283.50

21 5 1.50 3/8" 1.02 32.13 157.5021 2 1.40 3/8" 0.56 16.46 58.80

T)*+) 100 8.45 1/4" 0.25 211.25 845.00

' 3' . 1,571.60 - 2,121.68 4,882.09 887.25N, DE VARILLAS 174.62 0.00 235.74 542.45 98.58

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Metrado de Acero - Aulas - Rev Ok