8/19/2019 Viga y Columna Arqu
1/5
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
#)*$es 7 7.00
03.01.03 EL&M&NAC&N "E %A5CES un' 7.00
)#i"es 7 7.00
03.01.04 %EM,C&,NES m2 7.70
ven(anas v1 2 1.20 1.20 2.))
ven(anas v2 1 2.00 1.20 2.40
puer(as 1 2.20 1.10 2.42
(i>erales 'e ma'era
03.01.0* "EM,L&C&,NES m3
21.)4
muros la(erales 2 4.00 0.40 2.40 7.6)
muros la(erales imien(o 2 4.00 0.40 0.60 1./2
muros pos(eriores 1 6.20 0.40 2.40 *./*
muros pos(eriores iemn(o 1 6.20 0.40 0.60 1.4/
muro ?ron(al 1 *.10 0.40 2.40 4./0
muro ?ron(al imien(o 1 *.10 0.40 0.60 1.22
'in(el 1 1.10 0.40 0.20 0.0/
res(an(o ven(anas (ipo v1 @2 1.20 0.40 1.20 @1.1*
res(an(o ven(anas (ipo v2 @1 2.00 0.40 1.20 @0./6
vere'a 1 7.00 1.00 0.10 0.70
03.01.06 EL&M&NAC&,N "E "EM,L&C&,NES
21.)4
muros la(erales 2 4.00 0.40 2.40 7.6)
muros la(erales imien(o 2 4.00 0.40 0.60 1./2
muros pos(eriores 1 6.20 0.40 2.40 *./*
muros pos(eriores iemn(o 1 6.20 0.40 0.60 1.4/
muro ?ron(al 1 *.10 0.40 2.40 4./0
muro ?ron(al imien(o 1 *.10 0.40 0.60 1.22
'in(el 1 1.10 0.40 0.20 0.0/
res(an(o ven(anas (ipo v1 @2 1.20 0.40 1.20 @1.1*
res(an(o ven(anas (ipo v2 @1 2.00 0.40 1.20 @0./6
vere'a 1 7.00 1.00 0.10 0.70
03 01 07 M,+&L&;AC&N "E CAMPAMEN!, MAB$&NA%&A -E%%AM&E #l 1 00
8/19/2019 Viga y Columna Arqu
2/5
PLANILLA DE METRADOS - ARQUITECTURA PRIMER NIVEL
OBRA :
PROPIETARIO :
FECHA : JULIO DEL 2009
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,
8/19/2019 Viga y Columna Arqu
3/5
PLANILLA DE METRADOS - ARQUITECTURA PRIMER NIVEL
OBRA :
PROPIETARIO :
FECHA : JULIO DEL 2009
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,
8/19/2019 Viga y Columna Arqu
4/5
PLANILLA DE METRADOS - ARQUITECTURA PRIMER NIVEL
OBRA :
PROPIETARIO :
FECHA : JULIO DEL 2009
MEDIDAS
0).02.00
0).03.00
0).04.00
09.00.00
0/.01.00
0/.02.00
&0.00.00
10.01.00
8/19/2019 Viga y Columna Arqu
5/5
PLANILLA DE METRADOS - ARQUITECTURA PRIMER NIVEL
OBRA :
PROPIETARIO :FECHA : JULIO DEL 2009
MEDIDAS
12.06.00