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  • 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