METRADO ARQUITECTURA PLANTA Procesadora de Lacteos Coata

7/26/2019 METRADO ARQUITECTURA PLANTA Procesadora de Lacteos Coata

1/7

PLANILLA DE METRADOS - ARQUITECTURA PRIMER NIVEL

OBRA :

PROPIETARIO :

FECHA : JULIO DEL 2009

ITEM DESCRIPCION UND. CANT.MEDIDAS

SUB TOT. TOTALLARGO ANCHO ALTO

01.00.00 OBRAS PROVISIONALES

01.01.00 OFICINAS m2 72.00

Resie!"i# 1 6.00 6.00 36.00

supervision 1 6.00 6.00 36.00

01.02.00 ALMACENES 216.00

A$%#"e! ! 0& 2 12.00 6.00 144.00

almaen n 02 1 12.00 6.00 72.00

01.03.00 CASE!A "E #$A%"&AN&A m2 36.00

#uar'iania 1 6.00 6.00 36.00

01.04.00 Ves'(#)i* m2

ves(uario 1 4.60 3.00 13.)0

01.0*.00 SE%&+&C&,S -&EN&C,S m2 36.00se)+i"i*s ,iie!i"*s e! +#)*!es 1 6.00 3.00 1).00

serviios igienios en 'amas 1 6.00 3.00 1).00

01.06.00 CE%C,S m2 173.7*

ero perime(rio 1 6/.*0 2.*0 173.7*

01.07.00 CA%!ELES $n'. 1.00

Car(el 1 1.00

02.00.00 &NS!ALAC&,NES P%,+&S&,NALES

02.01.00 A#$A PA%A LA C,NS!%$CC&,N

02.01.01 ,!ENC&,N "EL SE%+&C&, gl 1.00ins(alaion gl 1 1.00

02.01.02 ALMACENAM&EN!, "&S!%&$C&,N gl 1.00

1 1.00

02.01.03 "ESA#E PA%A LA C,NS!%$CC&N gl 1.00

1 1.00

02.01.04 ENE%#5A ELC!%&CA P%,+&S&,NAL

2.01.04.01C,NE&N E &NS!ALAC&N gl 1.00

ins(alaion 1 1.00

2.01.04.0 C,NS$M, MAN!EN&M&EN!, gl 1.00

onsumo 8 man(enimien(o 1 1.00

03.00.00 !%AA9,S P%EL&M&NA%ES

003.01.00 limpie:a 'e (erreno

03.01.01 EL&M&NAC&N "E MALE;A A%$S!,S "E a 'e esaleras 1 4.63 7.3) 34.17

03.01.02 EL&M&NAC&N "E ,S!%$CC&,NES!ALA "E =%,LES un' 7.00

#)*$es 7 7.00

03.01.03 EL&M&NAC&N "E %A5CES un' 7.00

)#i"es 7 7.00

03.01.04 %EM,C&,NES m2 7.70

ven(anas v1 2 1.20 1.20 2.))

ven(anas v2 1 2.00 1.20 2.40

puer(as 1 2.20 1.10 2.42

(i>erales 'e ma'era

03.01.0* "EM,L&C&,NES m3

21.)4

muros la(erales 2 4.00 0.40 2.40 7.6)

muros la(erales imien(o 2 4.00 0.40 0.60 1./2

muros pos(eriores 1 6.20 0.40 2.40 *./*

muros pos(eriores iemn(o 1 6.20 0.40 0.60 1.4/

muro ?ron(al 1 *.10 0.40 2.40 4./0

muro ?ron(al imien(o 1 *.10 0.40 0.60 1.22

'in(el 1 1.10 0.40 0.20 0.0/

res(an(o ven(anas (ipo v1 @2 1.20 0.40 1.20 @1.1*

res(an(o ven(anas (ipo v2 @1 2.00 0.40 1.20 @0./6

vere'a 1 7.00 1.00 0.10 0.70

03.01.06 EL&M&NAC&,N "E "EM,L&C&,NES

21.)4

muros la(erales 2 4.00 0.40 2.40 7.6)

muros la(erales imien(o 2 4.00 0.40 0.60 1./2

muros pos(eriores 1 6.20 0.40 2.40 *./*

muros pos(eriores iemn(o 1 6.20 0.40 0.60 1.4/

muro ?ron(al 1 *.10 0.40 2.40 4./0

muro ?ron(al imien(o 1 *.10 0.40 0.60 1.22

'in(el 1 1.10 0.40 0.20 0.0/

res(an(o ven(anas (ipo v1 @2 1.20 0.40 1.20 @1.1*

res(an(o ven(anas (ipo v2 @1 2.00 0.40 1.20 @0./6

vere'a 1 7.00 1.00 0.10 0.70


2/7


OBRA :

PROPIETARIO :


MEDIDAS

07.01.00 M,+&M&EN!, "E !&E%%AS

N&+ELAC&N "E !E%%EN,

N&+ELA", AP&S,NA", m2 22/.)*

aulas 1 23.00 /.2* 212.7*

a>a 'e esaleras 1 4.7* 3.6 17.10

07.02.00 ECA+AC&,NES

ECA+AC&,NES S&MPLES m3 1*0.13

Eavaiones en :apa(as 134.30

e>e1234*6 e>e AC :apa(a (ipo ;@1 12 2.*0 2.* 1.70 127.*0

e>e1246 e>e :apa(a (ipo ;@2 4 1.00 1 1.70 6.)0

eavaion en imien(os 1*.)3

e/e A ')#%* &-2 2-1 1- -3 4 1.60 0.*0 1.00 3.20

e>eA !ramo *@6 1 0.*0 0.*0 1.00 0.2*

e>e C 1@2 3@4 *@6 area DA@1 3 1.60 0.*0 1.00 2.40

e>e C 1@2 3@4 *@6 area DA@2 3 0.70 0.4) 1.00 1.01e>e C (ramos 2@34@* 2 1.60 0.*0 1.00 1.60

e>e 1@1 (ramo A@@C 2 1.63 0.*0 1.00 1.63

e>e 2@2 (ramo A@ @C 2 1.63 0.*0 1.00 1.63

e>e 4@4 (ramo A @C 2 1.63 0.*0 1.00 1.63

e>e 6@6 (ramo A @C 2 1.63 0.*0 1.00 1.63

e>e 3* (ramo A@C 2 4.2* 0.2* 0.40 0.)*

C,%!ES 8 rellenos

07.03.00 ,%AS "E C,NC%E!, S&MPLE m3 16.0)

e>e 1246 (ramo A@@C area1 ) 1.00 0.*0 0.40 1.60

e>e 1246 (ramo A@@C area2 ) 1.63 0.*0 0.60 3./1

e>e 1246 (ramo A@@C area3 ) 0.3* 0.*0 0.40 0.*6

e>e (ramo 1@23@4*@6 area1 3 1.10 0.*0 0.40 0.66

e>e (ramo 1@23@4*@6 area2 3 1.60 0.*0 0.60 1.44

e>e (ramo 1@23@4*@6 area3 3 0.70 0.*0 0.60 0.63

e>e (ramo 1@23@4*@6 area4 3 1.00 0.*0 0.40 0.60

e>e (ramo 1@23@4*@6 area* 3 0.*) 0.*0 0.40 0.3*

e>e (ramo 2@34@* area1 2 1.10 0.*0 0.40 0.44

e>e (ramo 2@34@* area2 2 1.60 0.*0 0.60 0./6

e>e (ramo 2@34@* area3 2 1.10 0.*0 0.40 0.44e>e A (ramo 1@22@33@44@* A1 ) 1.10 0.*0 0.40 1.76

e>e A (ramo 1@22@33@44@* A2 4 1.60 0.*0 0.60 1./2

e>e A (ramo *@6 A1 1 1.10 0.*0 0.40 0.22

e>e A (ramo *@6 A2 1 0.*0 0.*0 0.60 0.1*

e>e A (ramo *@6 A3 1 2.20 0.*0 0.40 0.44

07.04.00 S$ ;APA!AS , e A@C (ramo 1234*6 :apa(a (ipo;@1 12 2.*0 2.*0 0.40 30.00

e>e (ramo 1246 :apa(a (ipo ;@2 4 1.00 1.00 0.40 1.60

eno?ra'o m2 *4.40

e>e 1234*6@@@@e>e a ;@1 12 10.00 0.40 4).00

e>e 1246 @@@@ e>e ;@2 4 4.00 0.40 6.40

07.04.00 S,%EC&M&EN!,S

C,NC%E!, m3 4.)4

e>e C (ramo 1@23@4*@6 S@1 3 2.3* 0.2* 0.30 0.*3e>e C (ramo 1@23@4*@6 S@2 3 0.70 0.2* 0.30 0.16e>e C (ramo 1@23@4*@6 S@3 3 1.20 0.2* 0.30 0.27e>e C (ramo 1@23@4*@6 S@4 3 0.4* 0.2* 0.30 0.10

e>e C (ramo 2@34@* S@* 2 3.)0 0.2* 0.30 0.*7e>e 1246 (ramo a@ ) 2./) 0.2* 0.30 1.7/e>e A (ramo1234*6 * 3.)0 0.2* 0.30 1.43

eno?ra'o m2 3).77

e>e C (ramo 1@23@4*@6 S@1 6 2.3* 0.30 4.23

e>e C (ramo 1@23@4*@6 eno?ra'o e(erior 3 2./0 0.30 2.61

e>e C (ramo 1@23@4*@6 eno?ra'o in(erior 3 1.)* 0.30 1.67

e>e C (ramo 2@34@* eno?ra'o in(erior 8 e(erior 4 3.)0 0.30 4.*6

e>e 1246 (ramo a@@ 16 2./) 0.30 14.30

e>e A (ramo 1234*6 10 3.)0 0.30 11.40

#%A"AS m3C,NC%E!, 0./*

Primer paso 1 1.*0 0.30 0.27 0.12

2 paso 1 1.*0 0.30 0.44 0.203paso 1 1.*0 0.30 0.61 0.27

4paso 1 1.*0 0.30 0.7) 0.3*

ENC,


3/7


OBRA :

PROPIETARIO :


MEDIDAS

Conre(o en +igas 'e imen(aion m3 7.72

e>e C !ramo 1@2 3@4 *@6 3 2.3* 0.2* 0.40 0.71

e>e C !ramo 1@2 3@4 *@6 A@1 3 0.4* 0.2* 0.40 0.14

e>e C !ramo 1@2 3@4 *@6 A@2 3 1.7* 0.2* 0.40 0.*3

e>e C !ramo 1@2 3@4 *@6 A@3 3 0.20 0.2* 0.40 0.06

E>e C (ramo 2@3 4@* 2 3.)0 0.2* 0.40 0.76E>e 1246 !ramo A@@C ) 2./) 0.2* 0.40 2.3)

E>e 3* !ramo A@@C 2 6.2* 0.2* 0.40 1.2*

E>e A (ramo 1@22@33@44@**@6 * 3.)0 0.2* 0.40 1./0

61.6/

e>e C !ramo 1@2 3@4 *@6 6 2.3* 0.40 *.64

e>e C !ramo 1@2 3@4 *@6 A@1 (apa e(erior armario 3 2./0 0.40 3.4)

e>e C !ramo 1@2 3@4 *@6 A@2 (apa in(erior armario 3 1.)* 0.40 2.22

E>e C (ramo 2@3 4@* 4 3.)0 0.40 6.0)

E>e 1246 !ramo A@@C 16 2./) 0.40 1/.07

E>e 3* !ramo A@@C 4 6.2* 0.40 10.00E>e A (ramo 1@22@33@44@**@6 10 3.)0 0.40 1*.20

A"e)* e! +i#s e "i%e!'#"i*!

0).03.00 C,L$MNAS

C*!")e'* e! "*$(%!#s &e) !i+e$ m3 17./4

e>e 1234*6 in(erseion e>e A olumna C@1 1er Nivel 12 0.30 0.*0 3./* 7.11

e>e in(erseion e>e 1246 1er nivel 4 0.2* 0.30 3./* 1.1/

olumna en armario 1er nivel 3 0.2* 0.2* 3./* 0.74

e>e 1234*6 in(erseion e>e A olumna C@1 2'o Nivel 12 0.30 0.*0 3.)1 6.)6e>e in(erseion e>e 1246 C@3 2'o nivel 4 0.2* 0.30 4.)* 1.46

olumna en armario 2'o nivel 3 0.2* 0.2* 3.13 0.*/

0).03.01 ENC,


4/7


OBRA :

PROPIETARIO :


MEDIDAS

0/.00.00 A%B$&!EC!$%A

M$%,S !A&B$ES "E ALAG&LE%&A

m2 103.)1

Primera plan(a 104.31

e>e C (ramo 1@23@4*@6 Area1 3 1.40 0.70 2./4

e>e C (ramo 1@2 3@4*@6 Area2 3 1.2* 0.4) 1.)0

e>e C (ramo 1@2 3@4*@6 Area3 3 1.)0 0.4) 2.*/

e>e C (ramo 1@2 3@4*@6 Area1 A%MA%&, 3 2.** 0.4* 3.44

e>e C (ramo 1@2 3@4*@6 Area2 A%MA%&, 3 2.** 0.4* 3.44

e>e C (ramo 1@2 3@4*@6 Area3 A%MA%&, 3 2.1* 0.4* 2./0

e>e C (ramo 2@34@* area 1 2 1./0 0.70 2.66

e>e C (ramo 2@34@* area 2 4 1.2* 0.4) 2.40

e>e C (ramo 2@34@* area 3 4 1.)0 0.4) 3.46

PA%!E e A (ramo 1@23@4*@6 area1 3 1.20 0.70 2.*2

E>e A (ramo 1@23@4*@6 area2 3 1.2* 0.4) 1.)0

E>e A (ramo 1@23@4*@6 area3 3 1.)0 0.4) 2.*/

E>e A (ramo 1@23@4*@6 area4 3 2.3* 0.6* 4.*)

e>e a (ramo 2@34@* area 1 2 1./0 0.70 2.66

e>e a (ramo 2@34@* area 2 4 1.2* 0.4) 2.40

e>e a (ramo 2@34@* area 3 4 1.)0 0.4) 3.46

E>e 1246 (ramo A@ @C area 1 ) 2./) 2.1* *1.26

ARQUITECTURA

(erra>eo en in(eriores m2 &.29

e/e C ')#%*s &2134 A& 3 1.40 1.00 4.20

e/e C ')#%*s &2134 A2 3 1.** 0.4) 2.23

e/e C ')#%*s &2134 A1 3 2.10 0.4) 3.02

0.00

e/e C ')#%*s &2134 #)%#)i* A)e#& 3 0.4* 2.)* 3.)*

e/e C ')#%*s &2134 #)%#)i* A)e#2 3 1.20 2.)* 10.26

e/e C ')#%*s &2134 #)%#)i* A)e#1 3 0.20 2.4* 1.47

0.00

e/e " ')#%* 2-1 -3 #)e# & 2 1./0 1.00 3.)0

e/e " ')#%* 2-1 -3 #)e# 2 4 1.** 0.4) 2./)

e/e " ')#%* 2-1 -3 #)e# 1 4 2.10 0.4) 4.03

0.00

e>e 1246 12 2./) 2.4* )7.61

0.00

e>e A (ramo 1@2 3@4*@6 A1 3 2.10 0.4) 3.02

e>e A (ramo 1@2 3@4*@6 A2 3 1.** 0.4) 2.23

e>e A (ramo 1@2 3@4*@6 A3 3 1.00 1.20 3.60

e>e A (ramo 1@2 3@4*@6 A4 3 2.6* 0.6* *.17

0.00

E9E a !%AM, 2@3 4@* A1 4 2.10 0.4) 4.03

E9E a !%AM, 2@3 4@* A2 4 1.** 0.4) 2./)

E9E a !%AM, 2@3 4@* A3 2 1.00 1./0 3.)0

!A%%A9E, EN C,L$MNAS m2

e>e 3 8 * in(erseion on e>e C 2 3.0* 0.)0

e>e 3 8 * in(erseion on e>e C en ven(ana 4 0.** 0.2*

e>e 3 8 * in(erseion on e>e C en in(erior 2 2.6* 0.30

TARRAJEO EN VIGAS 7.*2

e>e 4 en armario area1 2 0.4* 0.40 0.36

e>e 4 en armario area2 2 0.2* 0.20 0.10

e>e 4 en armario area3 2 6.2* 0.40 *.00

e>e 4 en armario area4 irulaion re(angulo 2 1./* 0.20 0.7)

e>e 4 en armario area4 irulaion (riangulo 2 area 0.20 0.3/e>e 4 en armario area4 irulaion irulaion 1 1./* 0.30 0.*/

'#7# 1 0.40 0.30 0.12

(apa e(erior 1 0.60 0.30 0.1)

CONTRAPISOS m2

7is*s

Ma'era maiemra'a m2 &1&.22

"&%ECC&,N 1E% Nivel 1 6.*0 3.)* 2*.03

S#$# e "*%7('* 1 7./* 6.*0 *1.6)

A($# N; & 1 ).00 6.*0 *2.00

Armario 3 1.20 0.70 2.*2

SA%"&NEL M

SA%"&NE EN +E%E"AS 1 77.4* 77.4*

+E%E"A M2

on(rasoalo m

arpin(eria

puer(as un' 6.00

p1 4 4.00

72 2 2.00

M$%,S "E LA"%&LL, H&N# H,N# "E A%C&LLA DA MAB$&NA,

A%!ESANALMEN!E.


5/7


OBRA :

PROPIETARIO :


MEDIDAS

+@01 )

+@02 6

BARANDAS MET


6/7


OBRA :

PROPIETARIO :


MEDIDAS

)e e is')i("i*! '(e)i# PVC 1

0.46

ALTURASSS.HH MUJERES

)e e is')i("i*! '(e)i# PVC &2

i!**)*s 0.4*

4 0.14

0.4*

)e e is')i("i*! '(e)i# PVC 1

0.16

0.16

SS.HH VARONES

)e e is')i("i*! '(e)i# PVC &2i!**)*s 4 0.14

0.4*

0.3

0.1*

4 0.16

6 0.14

)e e is')i("i*! '(e)i# PVC 1

0.1*

0.4*

0.16

LAVAMANOS

)e e is')i("i*! '(e)i# PVC &2

0.3/ 0.3/

0.41 0.41

0.32 0.32

0.2* 0.2*

3 0.1/ 0.*7

)e e is')i("i*! '(e)i# PVC &2 2.3M

)e e is')i("i*! '(e)i# PVC 1 26.23M

ACCESORIOSDE REDES DE AGUA $N"

CODO PVC DE 1 $N" 21

TEE PVC DE 1 $N" 0

CODO PVC DE &2 $N" 47

TEE PVC DE &2 $N"

V


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OBRA :

PROPIETARIO :


MEDIDAS

METRADO ARQUITECTURA PLANTA Procesadora de Lacteos Coata

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