metrado club internacional 1

8/17/2019 Metrado Club Internacional 1

1/55

PLANILLA DE METRADOS ACERO

ÍtemElemento Fierro Elemento Longitud total

Denominación Cant. Cant. Long. !"#$ %"&$ !"'$ ("&$ %"#$

O)RAS DE CONCRETO ARMADO*APATASACERO +RADO ,- PARA *APATASZ-1 1 3/4 14 6.17 86.38

1 3/4 31 2.32 71.92grapas 1 3/8 32 0.75 24.00

Z-2 1 3/4 14 8.05 112.701 3/4 31 6.85 212.351 3/4 30 2.95 88.501 3/4 10 1.40 14.00

grapas 1 3/8 32 0.75 24.00Z-3 3 3/4 9 2.75 74.25

3 3/4 11 1.95 64.35

3 3/4 8 2.50 60.003 3/4 2 4.25 25.503 3/4 10 1.95 58.50

grapas 3 3/8 16 0.75 36.00Z-4 1 3/4 8 4.25 34.00

1 3/4 10 3.55 35.501 3/4 17 3.85 65.451 3/4 3 1.75 5.25

Z-5 2 3/4 9 1.85 33.302 3/4 9 1.85 33.30

Z-6 1 3/4 9 2.55 22.951 3/4 12 1.85 22.20

Z-7 4 3/4 9 1.80 64.80

4 3/4 9 1.80 64.80Z-8 2 3/4 9 2.60 46.80

2 3/4 13 1.85 48.10Z-9 1 3/4 11 1.95 21.45

1 3/4 9 2.55 22.95grapas 1 3/8 10 0.75 7.50

Z-10 1 3/4 6 1.95 11.701 3/4 9 1.60 14.40

grapas 1 3/8 10 0.75 7.50Z-11 1 3/4 9 4.32 38.88

1 3/4 21 1.77 37.17Z-11 1 3/4 9 4.32 38.88

1 3/4 21 1.77 37.17

COL MNASACERO +RADO ,- PARA COL MNAC-1 bloque 3 6 5/8 8 11.40 547.20estribos 6 3/8 74 1.20 532.80C-1 bloque 2 3 3/4 6 7.00 126.00

3 1/2 2 7.00 42.003 3/4 20 2.94 176.403 3/4 20 0.70 42.00

Z-2 1 3/4 4 8.05 32.201 3/4 10 6.85 68.501 3/4 30 2.95 88.501 3/4 10 1.40 14.00

grapas 1 3/8 32 0.75 24.00Z-3 3 3/4 9 2.75 74.25

3 3/4 11 1.95 64.35


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3 3/4 8 2.50 60.003 3/4 2 4.25 25.503 3/4 10 1.95 58.50

grapas 3 3/8 16 0.75 36.00

ACERO EN COL MNAS +RADO ,- /PRIMERA PLANTA0PH-1 54 1 3.00

PH-2 8 1 3.00PH-3 36 1 3.00

ACERO EN COL MNAS +RADO ,- /SE+ NDA PLANTA0PH-1 9 1 3.00

ACERO EN COL MNAS +RADO ,- /TERCERA PLANTA0PH-1 12 1 3.00PH-3 2 1 3.00

PLACASACERO EN PLACAS +RADO ,-P -1 3 1 12 10.12

3 3/4 40 10.12 1!214.403 1/4 40 10.12 1!214.403 1/4 40 10.12 1!214.40

1I+ASACERO +RADO ,- EN 1I+AS /TERCERA 2 C ARTA PLANTA"#-1 $%es #-# e&tre e%es 1-3 2 5/8 6 5.30 63.60

2 3/8 28 1.10 61.60"#-4 $%es #-# e&tre e%es 3-5 2 1/2 4 3.55 28.40

2 1/4 21 1.25 52.50"#-1 $%es #-# e&tre e%es 5-6 2 5/8 6 4.92 59.04

2 3/8 28 1.10 61.60"#-3 $%es #-# e&tre e%es 6-8 2 3/8 4 5.25 42.00

2 1/4 31 1.05 65.10"#-1 $%es '-' e&tre e%es 3-5 2 5/8 6 4.58 54.96

2 3/8 26 1.15 59.80"#-2 $%es C-C e&tre e%es 1-6 2 1/2 6 12.35 148.20

2 1/4 67 0.95 127.30"#-3 $%es C-C e&tre e%es 6-8 2 1/2 6 5.35 64.20

2 1/4 28 1.05 58.80"(-1 $%es )-) e&tre e%es 1-4* 2 1/2 6 6.30 75.60

2 1/4 39 0.75 58.50"(-1 $%es )-) e&tre e%es 5-8 2 1/2 6 8.70 104.40

2 1/4 48 0.75 72.00"(-1 $%es 1-1 e&tre e%es #-) 2 1/2 6 8.30 99.60

2 1/4 40 0.75 60.00"#-1 $%es 2-2 e&tre e%es #-) 2 5/8 6 8.30 99.60

2 3/8 46 1.15 105.80

"#-1 $%es 3-3 e&tre e%es #-) 2 5/8 6 5.15 61.802 3/8 22 1.15 50.60

"#-2 $%es 3*-3* e&tre e%es #-) 2 1/2 6 3.74 44.882 1/4 19 0.95 36.10

"'-1 $%es 4*-4* e&tre e%es #-) 2 3/8 4 3.74 29.922 1/4 19 0.75 28.50

"#-2 $%es 4-4 e&tre e%es #-) 2 1/2 6 3.74 44.882 1/4 19 0.95 36.10

"#-2 $%es 5-5 e&tre e%es #-) 2 1/2 6 8.30 99.602 1/4 39 0.95 74.10

"#-1 $%e 6 -6 e&tre e%es #-) 2 5/8 6 8.30 99.602 3/8 40 1.15 92.00

"#-3 $%es 7-7 e&tre e%es #-) 2 1/2 6 4.75 57.00

2 1/4 23 1.05 48.30"#-2 $%es 7-7 e&tre e%es #-) 2 1/2 6 3.75 45.002 1/4 19 0.95 36.10


3/55

"'-2 $%es 8-8 e&tre e%es #-) 2 3/8 4 4.75 38.002 1/4 24 0.85 40.80

"#-2 $%es 8-8 e&tre e%es #-) 2 1/2 6 3.75 45.002 1/4 19 0.95 36.10

"'-1 e&tre e%es #-# + e%es 1-6 2 3/8 4 7.65 61.202 1/4 40 0.75 60.00

"-2 e&tre e%es C-) + e%es 3-5 2 3/8 4 1.55 12.402 1/4 8 0.75 12.00"'-1 e&tre e%es C-) + e%es 1-2 2 3/8 4 1.20 9.60

2 1/4 6 0.75 9.00"'-1 e&tre e%es 1*-2 + e%es C-) 2 3/8 4 3.75 30.00

2 1/4 19 0.75 28.50"'-1 e&tre e%es 4-5 + e%es #-' 2 3/8 4 2.15 17.20

2 1/4 12 0.75 18.00

LOSA ALI+ERADAACERO +RADO ,- EN LOSA ALI+ERADO /TERCERA 2 C A$&tre e%es #-' + 1-3 2 1/2 9 4.70 84.60

2 1/2 9 4.05 72.90

$&tre e%es C-) + 1-4* 2 1/2 7 5.90 82.602 1/2 7 6.20 86.80$&tre e%es #-C + 5-8 2 1/2 9 8.20 147.60

2 1/2 9 6.10 109.80$&tre e%es C-) + 5-8 2 1/2 7 8.20 114.80

2 1/2 7 6.10 85.40

LOSA MACI*AACERO +RADO ,- EN LOSA MACI*A 34!-CM.$&tre e%es #-#* + 1-2 2 3/8 8 4.20 67.20

2 3/8 14 2.20 61.602 3/8 22 1.30 57.202 3/8 16 4.32 138.242 3/8 8 2.83 45.28

2 3/8 36 1.25 90.00

ESCALERAACERO +RADO ,- EN ESCALERA1,! 5, # 2 3/8 5 6.40 64.00

4 3/8 6 1.40 33.602,! 6, # 2 3/8 10 9.00 180.00

4 3/8 12 1.40 67.203,! 7, # 2 3/8 5 9.00 90.00

4 3/8 12 1.40 67.204,! 8, # 2 3/8 10 8.10 162.00

4 3/8 8 1.40 44.80


4/55


5/55


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7/55


8/55


9/55

Factor Total nidad!$

%5((&.&- 6+2.235 193.062.235 160.740.560 13.442.235 251.882.235 474.602.235 197.802.235 31.290.560 13.442.235 165.952.235 143.82

2.235 134.102.235 56.992.235 130.750.560 20.162.235 75.992.235 79.342.235 146.282.235 11.732.235 74.432.235 74.432.235 51.292.235 49.622.235 144.83

2.235 144.832.235 104.602.235 107.502.235 47.942.235 51.290.560 4.202.235 26.152.235 32.180.560 4.202.235 86.902.235 83.072.235 86.902.235 83.07

&5%7!.7%6+1.552 849.250.560 298.372.235 281.610.994 41.752.235 394.252.235 93.872.235 71.972.235 153.102.235 197.802.235 31.290.560 13.442.235 165.952.235 143.82

Parcial8g


10/55

2.235 134.102.235 56.992.235 130.750.560 20.16

'9#.-- M0.000 162.00

0.000 24.000.000 108.00

'7.-- M0.000 27.00

#'.-- M0.000 36.000.000 6.00

#57,&.&%6+364.32 3.973 1!447.44

2.235 2!714.180.250 303.600.250 303.60

'5!#7.9#'5!#7.9# 6+

1.552 98.710.560 34.500.994 28.230.250 13.131.552 91.630.560 34.500.560 23.520.250 16.281.552 85.30

0.560 33.490.994 147.310.250 31.830.994 63.810.250 14.700.994 75.150.250 14.630.994 103.770.250 18.000.994 99.000.250 15.001.552 154.580.560 59.25

1.552 95.910.560 28.340.994 44.610.250 9.030.560 16.760.250 7.130.994 44.610.250 9.030.994 99.000.250 18.531.552 154.580.560 51.520.994 56.66

0.250 12.080.994 44.730.250 9.03


11/55

0.560 21.280.250 10.200.994 44.730.250 9.030.560 34.270.250 15.00

0.560 6.940.250 3.000.560 5.380.250 2.250.560 16.800.250 7.130.560 9.630.250 4.50

.779.79 6+

0.994 84.090.994 72.46

0.994 82.100.994 86.280.994 146.710.994 109.140.994 114.110.994 84.89

'(7.%% 6+'(7.%% 6+

0.560 37.630.560 34.500.560 32.030.560 77.410.560 25.36

0.560 50.40

%9,.9% 6+%9,.9% 6+

0.560 35.840.560 18.820.560 100.800.560 37.630.560 50.400.560 37.630.560 90.720.560 25.09


12/55


13/55


14/55


15/55


16/55


17/55

PLANILLA DE METRADOS CONCRETO

Ítem De:cri;ciónDimen:ione:

ParcialLargo Anc de?ece:


18/55

CONCRETO LOSA ALI+ERADA 34-.'- M3 P # # 1 #rea 63.96 0.0875 5.604 P # # 1 #rea 63.96 0.0875 5.60

CONCRETO LOSA ALI+ERADA 34-.'( M.3 P # # 1 #rea 16.77 0.0938 1.574 P # # 1 #rea 16.77 0.0938 1.57

CONCRETO LOSA MACI*A 34'-cm.3 + 4, P # # 2 #rea 6.50 0.20 2.60

ESCALERA !1 ! 5, # 2 #rea 0.32 1.20 0.772 !6, # 2 #rea 0.45 1.20 1.083 !7, # 2 #rea 0.45 1.20 1.084 !8, # 2 #rea 0.23 1.20 0.55LADRILLO 3 ECO LOSA ALI+ERADA3 P # # 1 #rea 80.73 8.50 686.214 P # # 1 #rea 80.73 8.50 686.21

0.043750.05


19/55

Total nidad

!.-- NI!.-- +L)7.9( M

56.94 40 ''77.#-9.!- M%

4040

40

!.7& M%

'.#% M%

!'.%( M%

!#.%# M% !#.%#


20/55

!!.!9 M% !!.!9

%.!# M% %.!#

'.,- M%

%.#& M% %.#&

!5%7'.#! ND


21/55

!'.%(


22/55


23/55

PLANILLA DE METRADOS ENCOFRADO


Parcial TotalLargo Anc


24/55

LOSA MACI*A 34.'-cm. !%.--3 + 4, P # # 2 #rea 6.5 13.00

ESCALERAS ! !,.,!1 ! 5, # 2 0.65 1.20 1.56

2 2.00 1.20 0.18 0.862 !6, # 2 1.25 1.20 3.00

2 4.00 1.20 0.18 1.73

3 !7, # 2 1.25 1.20 3.002 4.00 1.20 0.18 1.73

4 !8, # 2 1.25 1.20 3.002 4.00 1.20 0.18 1.73


25/55

nidad

M'

M'

M'

M' '-7.7# '-7.7#

M'

M'

M'


26/55

M'

M'


27/55

PLANILLA DE METRADOS AR ITECT RA




28/55

$%es )-) $&tre e%es 1-8 1 12.10 2.40 29.04$%es 1-1 $&tre e%es #-) 1 6.45 2.40 15.48$%es 2-2 $&tre e%es #-) 2 6.15 2.40 29.52$%es 3-3 $&tre e%es #-) 2 1.95 2.40 9.36$%es 4*-4* $&tre e%es #-) 2 1.00 2.40 4.80

2 2.00 1.00 4.00

$%es 4-4 $&tre e%es #-) 2 1.75 2.40 8.40$%es 5-5 $&tre e%es #-) 2 2.40 2.40 11.522 1.75 1.00 3.50

$%es 6-6 $&tre e%es #-) 2 2.95 2.40 14.16$%es 8-8- $&tre e%es #-) 2 0.80 2.40 3.84

1 2.15 0.45 0.97TARRA EO EN INTERIORES ACA)ADO CON CEMENTO ARENA / #@ PLANTA0$%es #-# $&tre e%es 1-8 1 5.80 2.40 13.92

1 6.10 1.10 6.711 1.32 0.45 0.59

$%es '-' $&tre e%es 1-8 2 4.17 2.40 20.02$%es C-C $&tre e%es 1-8 2 0.90 2.40 4.32$%es )-) $&tre e%es 1-8 1 12.10 2.40 29.04$%es 1-1 $&tre e%es #-) 1 6.45 2.40 15.48$%es 2-2 $&tre e%es #-) 2 6.15 2.40 29.52$%es 3-3 $&tre e%es #-) 2 1.95 2.40 9.36$%es 4*-4* $&tre e%es #-) 2 1.00 2.40 4.80

2 2.00 1.00 4.00$%es 4-4 $&tre e%es #-) 2 1.75 2.40 8.40$%es 5-5 $&tre e%es #-) 2 2.40 2.40 11.52

2 1.75 1.00 3.50$%es 6-6 $&tre e%es #-) 2 2.95 2.40 14.16$%es 8-8- $&tre e%es #-) 1 0.80 2.40 1.92

1 2.15 0.45 0.97TARRA EO EN INTERIORES ACA)ADO CON CEMENTO ARENA / A*OTEA0$%es #-# $&tre e%es 1-8 1 4.95 2.40 11.88

1 6.37 1.10 7.01

1 9.60 0.90 8.64$%es '-' $&tre e%es 1-8 2 1.70 2.40 8.16$%es C-C $&tre e%es 1-8 2 7.40 2.40 35.52$%es )-) $&tre e%es 1-8 1 1.20 2.40 2.88

1 12.80 0.90 11.52$%es 1-1 $&tre e%es #-) 1 2.87 2.40 6.89

1 4.78 0.90 4.30$%es 2-2 $&tre e%es #-) 2 1.90 0.90 3.42

2 1.64 1.10 3.61$%es 3-3 $&tre e%es #-) 2 1.70 2.40 8.16

2 1.20 0.90 2.16$%es 4*-4* $&tre e%es #-) 2 1.75 2.40 8.40

2 3.15 0.90 5.67

$%es 4-4 $&tre e%es #-) 2 1.75 2.40 8.402 1.20 0.90 2.16

$%es 5-5 $&tre e%es #-) 2 2.40 2.40 11.522 4.60 1.10 10.12

$%es 6-6 $&tre e%es #-) 2 2.95 2.40 14.162 1.65 0.90 2.97

$%es 8-8- $&tre e%es #-) 1 0.80 2.40 1.921 7.55 0.90 6.80

TARRA EO EN M ROS E=TERIORESTARRA EO EN E=TERIORES CON CEMENTO ARENA /%@ PLANTA0$%es #-# $&tre e%es 1-8 1 5.80 2.40 13.92

1 6.10 1.10 6.711 1.32 0.45 0.59

$%es )-) $&tre e%es 1-8 1 12.10 2.40 29.04$%es 1-1 $&tre e%es #-) 1 6.45 2.40 15.48$%es 8-8- $&tre e%es #-) 1 0.80 2.40 1.92


29/55

TARRA EO EN E=TERIORES CON CEMENTO ARENA /#@ PLANTA0$%es #-# $&tre e%es 1-8 1 5.80 2.40 13.92

1 6.10 1.10 6.711 1.32 0.45 0.59

$%es )-) $&tre e%es 1-8 1 12.10 2.40 29.04$%es 1-1 $&tre e%es #-) 1 6.45 2.40 15.48

$%es 8-8- $&tre e%es #-) 1 0.80 2.40 1.921 2.15 0.45 0.97TARRA EO EN E=TERIORES CON CEMENTO ARENA /A*OTEA 0$%es #-# $&tre e%es 1-8 1 4.95 2.40 11.88

1 6.37 1.10 7.011 9.60 0.90 8.64

$%es )-) $&tre e%es 1-8 1 1.20 2.40 2.881 12.80 0.90 11.52

$%es 1-1 $&tre e%es #-) 1 2.87 2.40 6.891 4.78 0.90 4.30

$%es 8-8- $&tre e%es #-) 1 0.80 2.40 1.921 7.55 0.90 6.80

TARRA EO COL MNAS5 1I+AS 2 PLACASTARRA EO DE COL MNASC-1 12 0.50 0.15 5.40 84.24C-2 2 0.40 0.25 5.40 14.04C-3 5 0.30 0.15 5.40 24.30C-4 1 0.80 0.15 5.40 10.26C-5 2 0.40 0.15 5.40 11.88C-6 2 0.40 0.15 5.40 11.88TARRA EO DE PLACASC-# 11 0.20 0.15 5.40 41.58

TARRA EO EN 1I+ASTARRA EO DE 1I+AS /%@ 2 #@ PLANTA0"#-1 $%es #-# e&tre e%es 1-3 2 4.20 0.30 0.25 6.72"#-4 $%es #-# e&tre e%es 3-5 2 2.65 0.40 0.20 4.24"#-1 $%es #-# e&tre e%es 5-6 2 3.90 0.30 0.25 6.24"#-3 $%es #-# e&tre e%es 6-8 2 4.44 0.25 0.25 6.66"#-1 $%es '-' e&tre e%es 3-5 2 3.36 0.30 0.25 5.38"#-2 $%es C-C e&tre e%es 1-6 2 9.70 0.25 0.20 12.61"#-3 $%es C-C e&tre e%es 6-8 2 3.70 0.30 0.25 5.92"(-1 $%es )-) e&tre e%es 1-4* 2 5.12 0.25 0.20 6.66"(-1 $%es )-) e&tre e%es 5-8 2 6.98 0.25 0.20 9.07"(-1 $%es 1-1 e&tre e%es #-) 2 6.46 0.25 0.20 8.40"#-1 $%es 2-2 e&tre e%es #-) 2 9.63 0.30 0.25 15.41"#-1 $%es 3-3 e&tre e%es #-) 2 3.17 0.30 0.25 5.07"#-2 $%es 3*-3* e&tre e%es #-) 2 2.74 0.25 0.20 3.56"'-1 $%es 4*-4* e&tre e%es #-) 2 2.90 0.15 0.20 3.19"#-2 $%es 4-4 e&tre e%es #-) 2 2.77 0.25 0.20 3.60"#-2 $%es 5-5 e&tre e%es #-) 2 6.15 0.25 0.20 8.00"#-1 $%e 6 -6 e&tre e%es #-) 2 6.10 0.30 0.25 9.76"#-3 $%es 7-7 e&tre e%es #-) 2 3.77 0.25 0.25 5.66"#-2 $%es 7-7 e&tre e%es #-) 2 2.95 0.25 0.20 3.84"'-2 $%es 8-8 e&tre e%es #-) 2 4.22 0.15 0.25 5.49"#-2 $%es 8-8 e&tre e%es #-) 2 2.95 0.25 0.20 3.84"'-1 e&tre e%es #-# + e%es 1-6 2 5.95 0.15 0.20 6.55"'-1 e&tre e%es #-' + e%es 3-4 2 0.95 0.15 0.20 1.05"'-1 e&tre e%es C-) + e%es 1-2 2 0.56 0.15 0.20 0.62"'-1 e&tre e%es 1*-2 + e%es C-) 2 2.90 0.15 0.20 3.19"'-1 e&tre e%es 4-5 + e%es #-' 2 1.60 0.15 0.20 1.76

TARRA EO DE 1ESTID RA DE DERRAMES ANC3O4!(CMPri era pla&ta 1 5.85 5.85(egu& a pla&ta 1 5.85 5.85er era pla&ta 1 2 10 2 10


30/55

CIELORRASOSTARRA EO EN CIELORASO CON MESCLA C A ! (P $ # P # # 1 #rea 99.74 99.74($ )# P # # 1 #rea 99.74 99.74

$ C$ # P # # 1 #rea 18.12 18.12

PISOS 2 PA1IMENTOSContra;i:o de (cm.Pri era Pla&ta 1 #rea 99.74 99.74(egu& a Pla&ta 1 #rea 99.74 99.74er era Pla&ta 1 #rea 102.13 102.13

ESCALERAS !1 ! 5, # 2 0.65 1.20 1.56

2 2 1.20 0.18 0.862 !6, # 2 1.25 1.20 3.00

2 4 1.20 0.18 1.733 !7, # 2 1.25 1.20 3.00

2 4 1.20 0.18 1.734 !8, # 2 1.25 1.20 3.00

2 2 1.20 0.18 0.86


31/55

Total nidad

%7-.9! M'

'#,.&, M' 46.08

!'#.-( M' 46.08

(##.,# M'!&-.!( M' 46.08


32/55

!7&.'% M' 46.08

!&,.', M' 46.08

!99.!- M',&.,% M'


33/55

,&.,% M'

,!.&% M'

%(-.,% M'!(,.,- M'

#!.(& M'

!('.#( M'!('.#( M'

!%.&- M


34/55


35/55

PLANILLA DE METRADOS I. SANITARIAS

O)RAL +ARFEC3A

Ítem De:cri;ción Cantid.Dimen:ione:



36/55

Cuarta pla&ta 1 4 2.40 9.60 # otea 1 4 0.20 0.80

SISTEMA DE A+ A FRIA SALIDA DE A+ A FRIA CON T )ERIA DE P1C SAP !"'$

er era pla&ta 1 9 9.00Cuarta pla&ta 1 9 9.00

# otea 1 7 7.00

$)$( )$ ) ( ' C61.69 MONTANTE DE A+ A FRIA P1C SAP %"#$

er era pla&ta 1 3 2.40 7.20Cuarta pla&ta 1 4 2.40 9.60

# otea 1 3 0.20 0.60 PRO1ISION E INSTALACION T )ERIA P1C SAP %"#$


# otea 1 1 28.53 28.53 PRO1ISION E INSTALACION T )ERIA P1C SAP !"'$


# otea 1 1 8.57 8.57 #CC$( ( $ $)$( )$ ) ( ' C CODO P1C SAP %"#$ G 9-


# otea 1 4 4.00 CODO P1C SAP !"'$ G 9-


# otea 1 5 5.00 TEE P1C SAP %"#$

er era pla&ta 1 2 2.00

Cuarta pla&ta 1 2 2.00 # otea 1 5 5.00 TEE P1C SAP !"'$


# otea 1 3 3.00 1AL1 LA DE COMP ERTA %"#$

# otea 1 7 7.00 1AL1 LA DE COMP ERTA !"'$


# otea 1 4 4.00

( ( $ # )$ # # C# $ $ SALIDA DE A+ A CALIENTE CON T )ERIA DE P1C SAP !"'$er era pla&ta 1 5 5.00

Cuarta pla&ta 1 5 5.00$)$( )$ ) ( ' C

MONTANTE DE T )ERIA CP1C SAP !"'$er era pla&ta 1 1 2.40 2.40

Cuarta pla&ta 1 2 2.40 4.80 # otea 1 2 0.20 0.40

PRO1ISION E INSTALACION T )ERIA CP1C SAP !"'$


37/55


# otea 1 1 7.22 7.22 #CC$( ( $ $)$( )$ ) ( ' C CODO P1C SAP !"'$ G 9-


# otea 1 6 6.00 TEE P1C SAP !"'$er era pla&ta 1 4 4.00

Cuarta pla&ta 1 4 4.00 1AL1 LA DE COMP ERTA !"'$


# otea 1 3 3.00# ; $ $ $"#)

# ; $ P #( )$ 2550 lts 1 2 2.00 #P# # ( < #CC$( ( (# # ( T3ERMA

# otea 1 2 2.00 D C3Aer era pla&ta 1 2 2.00

Cuarta pla&ta 1 2 2.00 INODORO Elong et Marca TreHol


# otea 1 1 1.00 LA1ATORIO Circular Priano marca Tre?ol


# otea 1 1 1.00 O?alin


LA1ADERO DE ACERO INO=IDA)LE PARA COCINAer era pla&ta 1 1 1.00

Cuarta pla&ta 1 1 1.00


38/55

Total nidad

7.-- ;to

%'.-- ;to

#.-- ; a

7.-- u

9.%9 m

'&.%( m

!!.-- u

(.-- u

!-.-- u

!,.-- u

'-.-- m


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'(.-- ;to

!7.#- m

##.'9 m

%,.!9 m

&.-- u

!9.-- u

9.-- u

!%.-- u

7.-- u

!'.-- u

!-.-- ;to

7.,- m

##.!, m


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''.-- u

&.-- u

!!.-- u

'.-- u

'.-- u

#.-- u

7.-- u

%.-- u

#.-- u

'.-- ; a


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PLANILLA DE METRADOS I. ELECTRICAS

O)RA 1I1IENDA COMERCIOL +ARFEC3A

Ítem De:cri;ción Cantidad

Dimen:ione

Largo Anc de?ece:


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Pri era pla&ta 1 35(egu& a pla&ta 1 40er era pla&ta 1 27

Cuarta pla&ta 1 19 # otea 1 0

:alida de F ER*A EN CA A DE F@+@ RECTAN+ LARPri era pla&ta 1 3

(egu& a pla&ta 1 2er era pla&ta 1 1Cuarta pla&ta 1 1

# otea 1 0:alida ;ara INTERCOM NICADOR NIDAD INTERNA P3,%-JS /TICINO0 CA A DE F@+@ RECTAN


Cuarta pla&ta 1 0:alida ;ara T1 CA)LE CA A DE F@+@ RECTAN+ LAR

Pri era pla&ta 1 5(egu& a pla&ta 1 0

er era pla&ta 1 0Cuarta pla&ta 1 0 # otea 1 0

COND CTORES 2"O CA)LES2!115.09 CaHle elKctrico TJ AJ+ N@ !#5 '.(-mm /AL M)RADO0

Pri era pla&ta 1 1 419.39(egu& a pla&ta 1 1 439.48er era pla&ta 1 1 252.87

Cuarta pla&ta 1 1 219.58 # otea 1 0

CaHle elKctrico TJ AJ+ N@ !'5 #.--mm /TOMACORRIENTES0Pri era pla&ta 1 1 181.73

(egu& a pla&ta 1 1 225.67er era pla&ta 1 1 182.7

Cuarta pla&ta 1 1 116.13 # otea 1 0 0

CaHle elKctrico TJ AJ+ N@ !#5 '.(-mm /F ER*A0Pri era pla&ta 1 1 25.33(egu& a pla&ta 1 1 41.2er era pla&ta 1 1 5.77

Cuarta pla&ta 1 1 5.24 # otea 1 0 0

CaHle elKctrico TJ AJ+ N@ !#5 '.(-mm /T10Pri era pla&ta 1 0 44.02

(egu& a pla&ta 1 0 0.00er era pla&ta 1 0 0.00

Cuarta pla&ta 1 0 0.00 # otea 1 0 0.00

=== CaHle elKctrico TJ AJ+ N@ !#5 '.(-mm /TELEFONO0Pri era pla&ta 1 0(egu& a pla&ta 1 0er era pla&ta 1 0

Cuarta pla&ta 1 0CaHle elKctrico TJ AJ+ N@ !#5 '.(-mm /INTERCOM NICADORES0


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Cuarta pla&ta 1 0CaHle elKctrico TJ AJ+ N@ !#5 '.(-mm /INTERNET0


er era pla&ta 1 0Cuarta pla&ta 1 0CaHle elKctrico TJ AJ+ N@ !'5 ,.--mm /ACOMETIDA0

Pri era pla&ta 1 0TA)LERO DE DISTRI) CIONtaHlero: de di:triHucion /


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er era pla&ta 1 0Cuarta pla&ta 1 0

# otea 1 0ARTEFACTOS ELECTRICOSCENTRO DE L * EN CA A DE F@+@ OCTO+ONAL


er era pla&ta 1 1Cuarta pla&ta 1 5

# otea 1 0 )RA ETE DE SO INTERIOR /LAMPARA A3OR. '-J0 EN ESCALERAS5 EN CA A DE F@+@ OC


Cuarta pla&ta 1 27 # otea 1 0

SPOT lig


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Pri era pla&ta 1 1 7.4tuHeria en P1C SAP '(mm /TELEFONIA0∅

Pri era pla&ta 1 0 0(egu& a pla&ta 1 0 0er era pla&ta 1 0 0

Cuarta pla&ta 1 0 0tuHeria en P1C SAP '(mm /INTERNET0∅

Pri era pla&ta 1 0 0(egu& a pla&ta 1 0 0er era pla&ta 1 0 0

Cuarta pla&ta 1 0 0tuHeria en P1C SAP '(mm /T1 CA)LE 0∅

Pri era pla&ta 1 1 44.02(egu& a pla&ta 1 0 0er era pla&ta 1 0 0

Cuarta pla&ta 1 0 0 # otea 1 0 0.00

SISTEMA DE P ESTA A TIERRAPo o cone ion a tierra

Pri era pla&ta 1 1


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:

Parcial Total nidadAlturaM

%&9.-- ;to.141.00139.0082.0027.000.00

##.-- ;to.3.0011.00

3.0027.000.00

,%.-- ;to.14.0028.0013.008.000.00

,.-- ;to.3.000.001.002.000.00

-.-- ;to.0.000.000.000.00

-.-- ;to.0.000.00

0.000.00

-.-- ;to.0.000.000.000.000.00

!'!.-- ;to.


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35.0040.0027.0019.000.00

7.-- ;to.3.00

2.001.001.000.00

LAR -.-- ;to.0.000.000.000.00

(.-- ;to.5.000.00

0.000.000.00

!5%%!.%'M419.39439.48252.87219.58

0.007-,.'% M

181.73

225.67182.70116.13

0.0077.(# M

25.3341.205.775.240.00

##.-' M44.02

0.000.000.000.00

-.-- M0.000.000.000.00

-.-- M


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0.000.000.000.00

-.-- M0.000.00

0.000.00-.-- M

0.00

!!.-- und.3.005.002.001.000.00

#.-- und.

1.001.001.001.000.00

#.-- und.1.001.001.001.000.00

#.-- und.

1.001.001.001.000.00

#.-- und.1.001.001.001.00

#.-- und.1.00

1.001.001.000.00

-.-- und.0.00

5 T1"CA)LE -.-- und.0.000.00


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0.000.000.00

!(.-- ;to.6.003.00

1.005.000.00

O+. ##.-- ND3.0011.003.00

27.000.00

. !&(.-- ND104.0044.00

27.0010.000.00

. !&-.-- ND31.0083.0054.0012.000.00

. .-- ND19.0030.00

22.0013.000.00

!5%%!.%'M419.39439.48252.87219.58

0.007-,.'% M

181.73

225.67182.70116.13

0.00-.-- M

0.000.000.000.00

7.#- M


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7.40-.-- M

0.00

0.000.00

-.-- M

0.000.000.000.00

##.-' M44.020.000.000.000.00

!.-- M

1.00


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DEL PRES P ESTOC). 748025 18> 134!644.50C . 882!669.50

1 171 171 23 131.6 394.8 2

565.8 2

(/? 2 1!560.04

C). 740!133.89 18> 133!224.10C . 873!357.99

# $# $CH#)#1 P ( 42.74 42.74 2 @# # ( 'C # (2 P ( 42.74 42.74 23 P ( 42.74 42.74 2

128.22 2

(/? 2 6!811.40 2.9 200 580A/? 2 2!348.76

-1!888.76


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PISOS AREA TECHADA

Semisótano 154.88 m2.

Primer piso 179.54 m2

Segundo piso 180.96 m2

Tercer piso 179.54 m2

Cuarto piso 180.96 m2

Quinto piso 179.54 m2Se to piso 174.7! m2

"#otea 45.27 m2 SUB TOTAL 1275.42 m2.

LOTE MATRIZ

a&o e obra < si& C ( ) $C


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)es rip iB& Ca&ti a or . ot lts/ DaE otalSemi:otano$( #C # $ 161.86 2 2.00 323.72Primera Planta)$P# # $ ( @ # 2.00 2.00 850.00 1!700.00Segunda Planta

)$P# # $ ( @ # 2.00 3.00 1!200.00 2!400.00Tercera Planta)$P# # $ ( @ # 2.00 3.00 1!200.00 2!400.00Cuarta Planta)$P# # $ ( @ # 2.00 3.00 1!200.00 2!400.00

uinta Planta)$P# # $ ( @ # 2.00 3.00 1!200.00 2!400.00Se ta Planta)$P# # $ ( @ # 2.00 3.00 1!200.00 2!400.00

TOTAL lts/ ia 14!023.72

C ( $ # C#P#C )#) 3/4 14!023.72 !-5(!7.79

# ; $ $ $"#)C#P#C )#)

1/3 14!023.72 #5,7#.(7


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metrado club internacional 1

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