Planilla de Metrados -Lucanas

7/25/2019 Planilla de Metrados -Lucanas

1/18

RESUMEN DE METRADO - ESTRUCTURA DE REFORZAMIENTO

Presupuesto: REFORZAMIENTO ESTRUCTURAL -LUCANAS

Cliente: AMERICA MOVIL

Ubicacin: LUCANAS 211 /BARRIOS ALTOS - CERCADO DE LIMA

ITEM DESCRIPCION

01.00.00 TRABAJOS PRELIMINARES

01.01 DESMONTAJE DE ENTANAS DE !"E##O

01.0$ DESMONTAJE DE PO#TONES DE !"E##O

01.0% DEMO&"C"ON DE P"SO "NC. !A&SO P"SO

01.0' DEMO&"C"ON DE &OSA

01.0( DEMO&"C"ON DE P&ACAS

01.0) DEMO&"C"ON DE "*AS01.0+ PE#!O#AC"ON DE CONC#ETO EN ,APATAS

01.0- PE#!O#AC"ON DE CONC#ETO EN CO&UMNAS

01.0 P"CADO DE CONC#ETO EN ,APATAS

01.10 P"CADO DE CONC#ETO EN CO&UMNAS

01.11 P"CADO DE CONC#ETO EN &OSA

01.1$ T#A,O/ N"&E&AC"ON #EP&ANTEO DU#ANTE &A EJECUC"ON DE O#A

01.1% MO"&",AC"ON DESMO"&",AC"ON

02.00.00 MOVIMIENTO DE TIERRAS0$.01.00 E2CAAC"ON DE ,ANJAS

0$.0$.00 #E&&ENO CON MATE#"A& DE P#ESTAMO

0$.0%.00 A!"#MADO PA#A P"SOS E#EDAS

0$.0'.00 ACA##EO "NTE#NO DE MATE#"A& P#OCEDENTE DE E2CAAC"ONES DEMO&"C"ONES

0$.0(.00 E&"M"NAC"ON DE MATE#"A& ACA##EADO C3MA4U"NA#"A

03.00.00 CONCRETO SIMPLE

0%.01.00 SO&ADOS: CONC#ETO 1:1$ CEMENTO56O#M"*ON 6710c8

0%.0$.00 CONC#ETO EN !A&SO P"SO ME,C&A 1:- CEMENTO56O#M"*ON E7'9

04.00.00 OBRAS DE CONCRETO ARMADO

04.01.00 ZAPATAS

0'.01.01 CONC#ETO EN ,APATAS ;c7$10


2/18

0(.0'.0$ ADECUAC"ON DE ENTANAS DE !"E##O

0(.0'.0% ADECUAC"ON DE PO#TONES DE !"E##O


3/18

UND METRADO

8$ 1'.00

8$ 1).)'

8$ ).+)

8% 0.%$

8% 0.%)

8% 1.01un@ (1.00

un@ %)'.00

8% 0.1(

8% 1.'$

8% 0.+)

8$ ).+)

=lb 1.00

8% +.%)

8% '.0)

8$ ).+)

8% %0.01

8% %0.01

8$ $.-0

8$ ).+)

8% ).0+


4/18

8$ 1'.00

8$ .--


5/18

HOJA DE METRADO - ESTRUCTURAS DE REFORZAMIENTO

Presupuesto: REFORZAMIENTO ESTRUCTURAL -LUCANAS

Cliente: AMERICA MOVIL

Ubicacin: LUCANAS 211 /BARRIOS ALTOS - CERCADO DE LIMA

ITEM DESCRIPCION UND # L A H AREA

01 TRABAJOS PRELIMINARES

01.01 DESMONTAJE DE ENTANAS DE !"E##O $%

$% 1.00 %.&' 1.'0

01.0% DESMONTAJE DE PO#TONES DE !"E##O $%

$% 1.00 (.)' %.'0

01.0( DEMO*"C"ON DE P"SO "NC. !A*SO P"SO $%

$% 1.00 1.+0 1.+0

$% 1.00 1.,0 %.%0

01.0- DEMO*"C"ON DE *OSA $(

$( 1.00 %.&' 0.%' 0.%0

$( 1.00 (.,' 0.%' 0.%0

01.0' DEMO*"C"ON DE P*ACAS $(

$( 1.00 0.-0 0.%' %.-0

$( 1.00 0.%0 0.%' %.-0

01.0, DEMO*"C"ON DE "AS $(

$( (.00 0.-0 0.%0 %.-0

$( (.00 0.(0 0.%0 %.-0

01.0& PE#!O#AC"ON DE CONC#ETO EN /APATAS un

un '1.00

01.0+ PE#!O#AC"ON DE CONC#ETO EN CO*UMNAS un

1 un (,-.00

01.0) P"CADO DE CONC#ETO EN /APATAS $(

$( 1.00 (.00 0.10 0.'0

01.10 P"CADO DE CONC#ETO EN CO*UMNAS $(

C#01 $( 1.00 0.+0 0.10 %.+0


6/18

$( 1.00 0.+0 0.10 %.'0

$( 1.00 0.&0 0.10 %.&0

$( 1.00 0.&0 0.0( (.10

$( 1.00 0.&0 0.0( %.'0

C#0% $( 1.00 0.+0 0.10 %.+0

$( 1.00 0.+0 0.10 %.'0

$( 1.00 0.,0 0.10 %.&0

$( 1.00 0.,0 0.0( (.10

$( 1.00 0.,0 0.0( %.'0

01.11 P"CADO DE CONC#ETO EN *OSA $(

$( (.00 %.&' 0.%0 0.%0

$( (.00 (.,0 0.%0 0.%0

01.1% T#A/O2 N"*E*AC"ON 3 #EP*ANTEO DU#ANTE *A EJECUC"ON DE O4#A $%

$% 1.00 1.+0 1.+0

$% 1.00 1.,0 %.%0

01.1( MO"*"/AC"ON 3 DESMO"*"/AC"ON 5lb

5lb 1.00

02 MOVIMIENTO DE TIERRAS

0%.01 E6CAAC"ON DE /ANJAS $(

$( 1.00 0.+0 %.1%

$( 1.00 1.'0 1.1%

$( 1.00 0.+0 1.+'

$( 1.00 1.'0 1.,&

0%.0% #E**ENO CON MATE#"A* DE P#ESTAMO $(

$( 1.00 1.+0 1.+0 0.,0

$( 1.00 1.,0 %.%0 0.,0

0%.0( A!"#MADO PA#A P"SOS 3 E#EDAS $%

$% 1.00 1.+0 1.+0

$% 1.00 1.,0 %.%0

0%.0- ACA##EO "NTE#NO DE MATE#"A* P#OCEDENTE DE E6CAAC"ONES 3 DEMO*"C"ONES $(

$(


7/18

7actor 1.%'

0%.0' E*"M"NAC"ON DE MATE#"A* ACA##EADO C8MA9U"NA#"A $(

$(

7actor 1.%'

03 CONCRETO SIMPLE

0(.01 SO*ADOS: CONC#ETO 1:1% CEMENTOO#M"ON ;10c$ $%

$% 1.00 1.1%

1.00 1.,+

0(.0% CONC#ETO EN !A*SO P"SO ME/C*A 1:+ CEMENTOO#M"ON E;-< $%

$% 1.00 1.+0 1.+0

$% 1.00 1.,0 %.%0

04 OBRAS DE CONCRETO ARMADO

04.01 ZAPATAS

0-.01.01 CONC#ETO EN /APATAS 7=c;%10 >58c$% $(

$( 1.00 0.'0 '.%(

$( 1.00 0.'0 %.-0

$% 1.00 %.00 (.00 0.%0

$% 1.00 1.,0 (.(0 0.%0

Ca!. # L T"!a L P$%" &/L

0-.01.0% ACE#O 7?;-%00 >58c$% #ADO ,0

>5 -.00 '8+ 1.-0 '.,0 1.''

>5 +.00 '8+ 1.&0 1(.,0 1.''

>5 (.00 '8+ %.+0 +.-0 1.''

>5 -.00 '8+ 1.10 -.-0 1.''

>5 +.00 '8+ 1.'0 1%.00 1.''

>5 '.00 '8+ 0.)0 -.'0 1.''

04.02 COLUMNAS '/O PLACAS

0-.0%.01 CONC#ETO EN CO*UMNAS 38O P*ACAS 7=c;%10 >58c$% $(

C#01 $( 1.00 (.,0 0.%'

$( 1.00 %.'0 0.%'

$( 1.00 %.&0 0.%+

$( 1.00 (.10 0.%+

$( 1.00 %.'0 0.%+


8/18

C#0% $( 1.00 (.,0 0.%0

$( 1.00 %.'0 0.%0

$( 1.00 %.&0 0.%'

$( 1.00 (.10 0.%'

$( 1.00 %.'0 0.%'

0-.0%.0% ENCO!#ADO 3 DESENCO!#ADO NO#MA* EN CO*UMNAS 38O P*ACAS $%

C#01 $% 1.00 0.&0 (.,0

$% 1.00 1.(0 %.'0

$% 1.00 1.-0 %.&0

$% 1.00 1.-0 (.10

$% 1.00 1.-0 %.'0

$%

C#0% $% 1.00 0.), (.,0

$% 1.00 1.-0 %.'0

$% 1.00 1.,0 %.&0

$% 1.00 1.,0 (.10

$% 1.00 1.,0 %.'0

Ca!. # L T"!a L P$%" &/L

0-.0%.0( ACE#O 7?;-%00 >58c$% #ADO ,0

C#01

SOTANO >5 1(.00 '8+ -.1' '(.)' 1.''

>5 '-.00 (8+ 1.,0 +,.-0 0.',

>5 %&.00 (8+ 1.%0 (%.-0 0.',

P#"ME# P"SO >5 1(.00 '8+ (.10 -0.(0 1.''

>5 '+.00 (8+ 1.,0 )%.+0 0.',>5 %).00 (8+ 1.%0 (-.+0 0.',

%DO2 (E# 3 -TO P"SO >5 ().00 '8+ %.&0 10'.(0 1.''

>5 1,+.00 (8+ 1.%0 %01.,0 0.',

>5 +-.00 (8+ 1.,0 1(-.-0 0.',

C#0%

SOTANO >5 11.00 '8+ -.1' -'.,' 1.''


9/18

>5 '-.00 (8+ 1.-0 &'.,0 0.',

>5 %&.00 (8+ 0.)' %'.,' 0.',

P#"ME# P"SO >5 11.00 '8+ (.10 (-.10 1.''

>5 '+.00 (8+ 1.-0 +1.%0 0.',

>5 %).00 (8+ 0.)' %&.'' 0.',

%DO2 (E# 3 -TO P"SO >5 ().00 '8+ %.&0 10'.(0 1.''

>5 1,+.00 (8+ 1.,0 %,+.+0 0.',

>5 +-.00 (8+ 1.10 )%.-0 0.',

04.03 VI(AS

0-.0(.01 CONC#ETO EN "AS 7=c;%10 >58c$% $(

$( (.00 %.%' 0.-0 0.,'

$( (.00 (.,1 0.(0 0.,'

0-.0(.0% ENCO!#ADO 3 DESENCO!#ADO NO#MA* EN "AS $%

$% (.00 %.%' 1.(0

$% (.00 (.,' 1.(0

Ca!. # L T"!a L P$%" &/L

0-.0(.0( ACE#O 7?;-%00 >58c$% #ADO ,0

>5 1+.00 (8- %.)' '(.10 %.%-

>5 ,,.00 (8+ %.00 1(%.00 0.',

>5 1+.00 '8+ -.(' &+.(0 1.''

>5 10+.00 (8+ 1.)0 %0'.%0 0.',

Ca!. # L T"!a L P$%" &/L04.04 DO)ELS

0-.0-.01 ANC*AJE DE DO@E*S ACE#O *"SO #EDONDO >5 (,-.00 '8+ 0.-' 1,(.+0 1.''

0* AR+UITECTURA

0*.01 REVO+UES, ENLUCIDOS '/O MOLDURAS

0'.01.01 TA##AJEO DE SUPE#!"C"E DE CO*UMNAS 38O P*ACAS $%

C#01 $% 1.00 0.&0 (.,0


10/18

$% 1.00 1.(0 %.'0

$% 1.00 1.-0 %.&0

$% 1.00 1.-0 (.10

$% 1.00 1.-0 %.'0

$%

C#0% $% 1.00 0.), (.,0

$% 1.00 1.-0 %.'0

$% 1.00 1.,0 %.&0

$% 1.00 1.,0 (.10

$% 1.00 1.,0 %.'0

0'.01.0% TA##AJEO DE SUPE#!"C"E DE "AS $%

$% (.00 %.%' 1.(0

$% (.00 (.,' 1.(0

0*.02 PISOS

0'.0%.01 CONT#AP"SO DE -0 $$ $%

$% 1.00 1.+0 1.+0

$% 1.00 1.,0 %.%0

0*.03 PINTURA

0'.0(.01 P"NTU#A 0% MANOS CON *ATE6 EN CO*UMNAS 3 "AS $%

C#01 $% 1.00 0.&0 (.,0

$% 1.00 1.(0 %.'0

$% 1.00 1.-0 %.&0

$% 1.00 1.-0 (.10

$% 1.00 1.-0 %.'0

$%

C#0% $% 1.00 0.), (.,0

$% 1.00 1.-0 %.'0

$% 1.00 1.,0 %.&0$% 1.00 1.,0 (.10

#01

#0% $% 1.00 1.,0 %.'0

$% (.00 %.%' 1.(0

0*.04 VARIOS

0'.0-.01 ENCO!#ADO 3 DESENCO!#ADO DE APUNTA*AM"ENTO PTO !ACTO#

PTO '.00 ,.00 1.'0 0.,)


11/18

0'.0-.0% ADECUAC"ON DE ENTANAS DE !"E##O $%

$% 1.00 %.&' 1.'0

0'.0-.0( ADECUAC"ON DE PO#TONES DE !"E##O $%

$% 1.00 (.)' %.'0


12/18

Paa S T"!a TOTAL

1-.00 14.00

-.1(

1,.,- 1.4

).++

,.&, .

(.%-

(.'%

0.(% 0.32

0.1-

0.1+

0.(, 0.3

0.%-

0.1%

1.01 1.01

0.'+

0.-(

'1.00 *1.00

'1.00

(,-.00 34.00(,-.00

0.1' 0.1*

0.1'

1.-% 1.42

0.%%


13/18

0.%0

0.1)

0.0&

0.0'

0.%%

0.%0

0.1,

0.0,

0.0'

0.&, 0.

0.((

0.-(

,.&, .

(.%-

(.'%

1.00 1.00

1.00

&.(, .3

1.&0

1.,+

1.-+

%.'1

-.0, 4.0

1.)-%.11

,.&, .

(.%-

(.'%

30.01

%-.01


14/18

30.01

%-.01

%.+0 2.0

1.1%

1.,+

,.&, .

(.%-

(.'%

,.0& .0

%.,%

1.%0

1.%0

1.0,

T"!a

*.1

+.,+ &'.1+

%1.0+

1(.0%

,.+%

1+.,0

,.)+

&.1( .13

0.+)

0.,%

0.&,

0.+&

0.&0


15/18

0.&1

0.-)

0.,+

0.&+

0.,(

(&.,( 3.3

%.'%

(.%'

(.&+

-.(-

(.'0

(.-,

(.'0

-.(%

-.),

-.00

T"!a

1242.1*

1%-%.1'

+(.,%

-+.(+

1+.1-

,%.-&

'1.)&1).-)

1,(.%%

11%.)0

&'.%,

&0.&,


16/18

-%.(-

1-.(,

'%.+,

-'.-&

1'.-(

1,(.%%

1'0.'(

'1.&-

(.+& 3.

1.&,

%.11

%(.01 23.01

+.&+

1-.%-

T"!a

425.14

11+.)- -%).1-

&(.)%

1%1.(&

11-.)1

T"!a2*3.5

%'(.+) %'(.+)

(&.,( 3.3

%.'%


17/18

(.%'

(.&+

-.(-

(.'0

(.-,

(.'0

-.(%

-.),

-.00

%(.01 23.01

+.&+

1-.%-

,.&, .

(.%-

(.'%

-,.-0 4.40

%.'%(.%'

(.&+

-.(-

(.'0

(.-,

(.'0

-.(%-.),

-.00

+.&+

(%.00 32.00

(%.00


18/18

1-.00 14.00

-.1(

).++ 5.

).++

Documents

Planilla de Metrados -Lucanas