metrado de topografía

8/20/2019 METRADO de topografía

1/36

HOJA DE METRADO

PROYECTO : COMERCIO VIVIENDAPROPIETARIO : SR. VICTOR CHAVEZ ZEGARRA SRA. IMELDA LIDUVINA AZA ACHOCAYA

Partida Especifcaciones N° de MEDIDASN° veces Largo Ancho Altura

1.00 OBRAS PROVICIONALES1.1 OBR. PROV. Y TRABAJOS PRELIMINARES

1.1.1 CNS!"#CCIN P"$ICINALES1.1.1.1 %ICINAS 1 &'.'( ).1(

E*uipo tecnico +residente,supervision,ect.-1.1.1.' ALMACEN

Ceento, ateriales en /ral.1.1.1.0 CASE!AS DE /#A"DIANIA1.1.1. $ES!#A"I1.1.1.& SE"$ICIS 2I/IENICS1.1.1.3 CE"CS1.1.2 INSTALACIONES PROVICIONALES

1.1.'.1 A/#A PA"A LA CNS!"#CCIN

1.1.'.1.1 4!ENCIN DEL SE"$ICI1.1.'.1.' ALMACENAMIEN! 5 DIS!"#4#CIN1.1.'.' DESA/#E PA"A LA CNS!"#CCIN1.1.'.0 ENE"/IA ELEC!"ICA PA"A LA CNS!"#CCIN

1.1.'.0.1 CNE6I7N E INS!ALACIN1.1.'.0.' CNS#M 5 MAN!INIMIEN!

1.1.3 TRABAJOS PRELIMINARES1.1.0.1 LIMPIE8A DE !E""EN

1.1.0.1.1 ELIMINACIN DE 4AS#"A 5 ELEMEN!S S#EL!S1.1.0.1.' ELEIMINACIN DE MALE8A

1.1.2 TRAZOS NIVELES Y REPLANTEOS('.(0.(1 !ra9o, Niveles : "eplanteo Preliinar 1 &'.'( ).1(('.(0.(' !ra9o, Niveles : "eplanteo Durante el Proceso 1 &'.'( ).1(

03 MOVIMIENTO DE TIERRAS(0.(1 E;cavaciA, 4>4 ' '0.' (.&( 1E=e C>C 1 01.?& (.&( 1E=e 1, , &, 3, ), 1', 10, 13 @ '.?0 (.&( 1E=e ', 0, ?, @, 1, 1& 3 0.'( (.&( 1

E;cavacion de 9an=as para ciientosE=e 1@>1@, 1)>1) ' '.(( (.( (E=e A>A +ca=a escaleras- 1 1.3& (.( (E=e A>A +cuBiculo de laBoratorio- 0 '.@( (.( (E=es 1>1, '>', &>&, 3>3, )>), 1'>1', 10>10 5 13>13 @ '.( (.( 1E=e A>A, 4>4 1' (.0( (.( 1

1' (.0( (.( 1

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2/36


3/36

HOJA DE METRADO



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(&.( Colunetas : $igas en Muros

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(&.(3 L!($ A)'#$%$(&.(3.(1 Concreto losa aligerada

0 01.(& ).0& (0 1&.3& ).0& (

Losa Kc'1( gc'. EN TRES PISOS


4/36

HOJA DE METRADO



) 0.3( 0.0@Circulacion 0) 0.&0 '.'&Laterales de la losa

3 &(.( (1' ).0& (

(&.(3.(0 Acero en losa aligerada $er 2o=a de etrados del acero

(&.(3.( Ladrillo en losa aligerada 0 01.(& ).0&

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(&.(1.(( Muros de sogaE=e A>A +1er. piso- > Aulas 1' 0.3( 1

Encorado : desencorado de losa 6*7*)!8

Losa aligerada 6'n,#'9(!8


5/36

HOJA DE METRADO



Muro de corredor > 'do. 5 0er. Nivel ' &0.'( 1Muro en escalera ' 3.@( 1Muretes de Mesa de traBa=o de LaBoratorio '? (.3( (

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1@ (.@( (E=e 1>1 al 13>13 > 1er. Piso 1' 3.'& 1DescuentoPi9arras 0 .&( (P>& 3 (.)( 1

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!arra=eos in,'#!#'(

!arra=eo '@,'#!#'(


6/36

HOJA DE METRADO



(?.(& !arra=eo de escalerasPasos 03 1.&( (.'?Contrapasos ( 1.&( (.13Losa de descanso ' 0.1& 1.&&Laterales .0( 1.((

.0( 1.'(%ondo +descanso- ' 0.1& 1.((%ondo posterior 1.&( '.&(

(?.(3 $estidura de Derrae de vanos Ancho (.'(Puerta laBoratorios, talleres ) ?.?(puerta deposito ) ?.&(Puerta cuBiculo Proesor ) ?.&(

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(?.(? 4ruOas 1 1,((0.3@

(?.(@ =untas con tenoport E0F 1 10&.((

0 CIELORRASOS(@.(1 Cielorrasos con Mescla C.A. 1G

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0 PISOS Y PAVIMENTOS().(1 %also piso de F concreto 1G1( > 1er. PisolaBoratorio de sica, *uiica, Biologia 0 11.0( 3.@(CuBiculo proesor 0 0.3( 0.'@Depocito 0 0.3( 0.'@Circulacion 1 &(.( '.'&

().(' Contra piso de @ concreto 1G1( > 'do. 5 0ro Piso !alleres 3 11.0( 3.@(CuBiculo proesor 3 0.3( 0.0@Depocito 3 0.3( 0.0@Circulacion ' &(.( '.'&

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7/36

HOJA DE METRADO



10 ZOCALOS Y CONTRAZOCALOS1(.(1 8


8/36

HOJA DE METRADO


Partida Especifcaciones N° de MEDIDASN° veces Largo Ancho Altur

13.(1.(1 Punto de Agua %ria Noral 1&

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13.(.(1 Pruevas en tuB. De Aguas %rias 1

1? D'($*' In,'#!#1?.01 PUNTO DE DESAGUE

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1 AGUA DE LLUVIA1.01 S*+n(,#! ' In(,$)$!n %' T*7'#$(

1@.(1.(1 !uBeria P$C 0F 10&.((

1 REDES ETERIORES DE AGUA RIA1).(1 Moviiento de !ierras

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1).(' !uBeria P$CG SAL1).('.(1 !uBeria P$C. siilar 0F 13.((

20 REDES ETERIORES DE DESAGUE'(.(1 Moviiento de !ierras

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'(.(' !uBeria P$CG SAL'(.('.(1 !uBeria P$C SAL 3F '1.((

'(.(0 Ca=as de "egistro'(.(0.(1 Ca=as de "egistro de desague 1'F;'F 11

21 INSTALACIONES ELECTRICAS'1.(1 Conductores

'1.(1.(1 Suinistro e Instalacion de CaBle 1;'.&'Prier Nivel 1)'.'(Segundo Nivel '(&.0(


9/36

HOJA DE METRADO


Partida Especifcaciones N° de MEDIDASN° veces Largo Ancho Altur

''.(1 %luorescente "ectangular de ' laparas de (UPrier Nivel '.((Segundo Nivel '.(( !ercer Nivel '.((

''.(' Centro de Lu9Prier Nivel @.((Segundo Nivel @.(( !ercer Nivel @.((

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23 INSTALACIONES ELECTRICAS

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19/36

METRADO DE ACEROPROYECTO : COMERCIO VIVIENDAPROPIETARIO : SR. VICTOR CHAVEZ ZEGARRA SRA. IMELDA LIDUVINA AZA ACHOCAYA

Partida Descripcion Diseño Ø N° de N° de

N° del elemtos. piezas x

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/iga amarre pasamanos ca1a escal. $!#" 4 2

!4" 4 6

P'() D'* +,') 'N /9:+(

04..00 Acero en Losa Aligerada

Entrepiso

/iguetas en sentid !2" 4& 2

!2" 4& 8

!2" 4&

+cero de temperat !4" 2 2%

/iguetas en sentid !2" 4& 2

!2" 4& $

!2" 4&

+cero de temperat !4" 2 &$

losa llena en ca1a !2" 2 6

%!#" 2 6

$!#" 2 0

04.%.00 Acero en Escaleras


22/36

er. ramo - f=? 4200 @g!cm2.

+cero positiAo %!#" 2 #

%!#" 2 #

%!#" 2 #

+cero negatiAo !2" 2 #

+cero negatiAo !2" 2 8

+cero de temperatura $!#" 2 26

2do. ramo B f=? 4200 @g!cm2.

+cero positiAo %!#" 2 #




+cero de temperatura $!#" 2 $4

P'() D'* +,') 'N '(,+*'+(

04.#.00 Acero en viga de mojinete

'1es -5 6-65 2-25 &-& $!#" # 4

'strios !4" # $

P'() D'* +,') 'N /9:+ D' ;)C9N''

04.2.00 Acero en Mesa de trabajo

;esa de demostra $!#" $ $

!4" $ 6

;esa de traa1o $!#" $ $

!4" $ $$

$!#" $ $

!4" $ 4

$!#" $ $

!4" $ 6

P'() D'* +,') 'N ;'(+ D' +3+C)

Totales en ml

fierro de 1/4" =


23/36

*ong. *ongitud mE por Ø

Por !4" $!#" !2" %!#" $!4"

pieza 0.24# 0.%&0 0.664 .%%2 2.240

$.40 - - 54.# - -

$.40 - - 54.# - -

$.40 - - 244.# - -

$.40 - - 244.# - -

0.8% - - $0.0 - -

0.8% - - $0.0 - -

0.6% - - .4 - -0.6% - - .4 - -

$.%0 - - - 2%2.0 -

.40 - $#0.# - - -

&.0 - - - 2#.# -

.40 - 60.4 - - -

8.$0 - - - 2$$.& -.40 - 44.4 - - -

0.80 - - - 52#4.0 -

.20 - 862.0 - - -

0.80 - - - .# -

.20 - %2#.0 - - -

0.80 - - - %$.& -

.0 - 4#4.0 - - -

#.80 - - - &6.& -

.0 0$.4 - - - -

8.06 - - - %&.8 -

.0 84.# - - - -

$.20 - 8&.# - - -

0.&0 &.2 - - - -

$.20 - %$.& - - -

0.&0 22.4 - - - -


24/36

8.80 - - %4.0 - -

.00 6%.0 - - - -

4.60 - - 6.& - -

.00 2$.0 - - - -

.40 - 86.2 - - -

0.&0 $4.4 - - - -

.$% - 4$.2 - - -0.&0 $$.& - - - -

6.%0 - - - - 2&&.0

2.$% - - $2.6 - -

4.00 - - - - 2.0

6.%0 - - - - 2&&.0

4.$0 - - - - 20.4.60 - 5$$0.0 - - -

6.#0 - - - 6&.0 -

2.%% - - - 2%.% -

$.&% - - - $&.% -

6.&% - - - 6$.0 -

4.$0 - - - 4$.0 -

.80 - 6$%.0 - - -

8.8% - - - 6$.0 -

2.00 - - - 2.0 -

2.00 - - - 2.0 -

8.80 - - - 62.4 -

4.$0 - - - 2%.# -

.80 - $#8.& - - -

&.%0 - - - 04.0 -

$.0% - - - 24.4 -

2.% - - - #.& -

.&0 - 2.2 - - -

$.40 - - - %02.4 -

.40 - - 44.# - -

2.#% - - - $&.# -

.&0 - - - 2%.& -

2.20 - - - $%.2 -

.0 - 8%&.# - - -


25/36

&.00 - - - 2%&.0 -

.40 - - 22.4 - -

2.#% - - - .4 -

.&0 - - - 2.# -

2.20 - - - 8.& -

.0 - $#8.2 - - -

$.40 - - - 2%.2 -.40 - - - .2 -

2.#% - - - $4.2 -

.&0 - - - 2.# -

2.20 - - - 8.& -

.0 - $8#.4 - - -

&.00 - - - 2#.0 -

.40 - - - %.& -

2.#% - - - 8. -

.&0 - - - &.4 -

2.20 - - - #.# -.0 - 6$.& - - -

4.0 - - - &%.& -

.0 - 86.2 - - -

$.00 - &2.0 - - -

0.22 4%.% - - - -

%.&0 - $.2 - - -

0.22 2$. - - - -

$.20 - 2%.& - - -

0.# $.8 - - - -

.40 - - 2#.# - -

2.#% - - 68.8 - -

$.00 - - 542&.0 - -

#.80 258%.0 - - - -

.40 - - 2#.# - -

2.#% - - $6$.$ - -

%.&0 - - 88.& - -

#.80 506&.2 - - - -

2.80 - - 02.& - -

2.80 - - - 02.& -

$.&0 - 82.0 - - -


26/36

4.0% - - - &4.# -

2.0% - - - $2.# -

.$% - - - 2.& -

2.0 - - $$.& - -

2.#0 - - $6.2 - -

.%0 - #8.0 - - -

%.$0 - - - #4.# -

2.$0 - - $&.# - -

.$0 - - 20.# - -

2.#0 - - 44.# - -

.%0 - 02.0 - - -

4.#% - %%.2 - - -

0.#0 6#.4 - - - -

2.%0 - 22.% - - -

0.#0 2.& - - - -

6.80 - #8.$ - - -

0.&0 %6.4 - - - -

4.0 - $&.6 - - -

0.&0 2%.2 - - - -

2.%0 - 22.% - - -

0.&0 &.2 - - - -

-

4,422.12 8,605.60 7,773.70 6,009.22 764.40

1,105.5 kilos

fierro de 3/8" = 956.18 varillasfierro de 1/2" = 863.74 varillas

fierro de 5/8" = 667.69 varillas

fierro de 3/4" = 84.93

fierro de 1" =


27/36

Peso

"

$.68$ @g

- 54%6.6#8

- 54%6.6#8

- 24$.$$

- 24$.$$

- 26.#20

- 26.#20

- .$$2- .$$2

- !"##$%&&

- $6.04

- 2$.24#

- 66.#6#

- 0&.&24

- $&2.%48- 2$2.0&4

- '!()($"*(

- 5662.8

- 44$.%20

- 50&2.#0

- 26%.

- 868.08

- 28.040

- 0#.06

- 2%.&4$

- ##.026

- #.%%0

- 4$.00#

- %.8#

- #&.0&

- $0.$%%


28/36

- %$.08&

- 4#.$&0

- 6.4#2

- %.804

- 00.$%2

- $$.$$

- 24.62- #.$$$

- (!#&)$(("

- %6%.#40

- $2.80$

- 2%0.##0

- %6%.#40

- 2&6.&6&- 844.#00

- $04.62

- $6.%8&

- %&.&4#

- 266.%$&

- &&.8$&

- %2$.&00

- 44.$$&

- #.&24

- #.&24

- 4$.40%

- 40.042

- 28.0%&

- &.40#

- $8.#&6

- $.$48

- #.282

- 886.82%

- 44.%$

- 22.$4

- $6.8$

- %4.&$0

- 42$.#0#


29/36

- $68.$2

- 22.2&&

- 0&.%8

- 6.#&&

- 28.$%

- 2&.#$2

- $#6.#&2- 8.$#2

- %$.08#

- 6.#&&

- 28.$%

- 2.604

- 6#.&%&

- #.&6

- 2&.%$6

- 6.6$$

- $.&%#- 0#.4&

- 0.#

- 44.$%2

- $4.820

- .264

- 8.482

- %.826

- 4.$$&

- $.$6$

- *!(($+%

- 2#.028

- 62.64

- 548.444

- %$6.400

- 2#.028

- $60.640

- 8$.264

- 28.#%#

- 0.6#4

- %6.2$%

- 40.$20

"!*)%$&%"


30/36

- 00.%80

- %0.60&

- $$.%2$

- $$.$6#

- $#.6&%

- 4#.820

- $.&0

- $&.%86

- 20.&8%

- 44.%$

- %8.20

- (+#$(+&

- #&.62

- 46.20$

- '#$''(

- 2.&00

- %.$%8

- 4#.###

- 4.8$

- 20.&&4

- &.2%0

- 2.&00

- 4.0#

- *'$(

!#$

varillas

varillas varillas

% varillas


31/36

METRADO DE ACEROPROYECTO : COMERCIO VIVIENDAPROPIETARIO : SR. VICTOR CHAVEZ ZEGARRA SRA. IMELDA LIDUVINA AZA ACHOCAYA

Partida Descripcion Diseño Ø N° de N° de

N° del elemtos. piezas x

fierro iguales elemento

04.02.00 Acero en Zapatas

Z- $!#" & #

Z- $!#" & #

P'() D'* +,') 'N Z+P++(

04.0#.00 Acero en columnas

,- %!#" & 4

!2" & 2

'strios !4" & 24,-2 $!#" $ &

'strios !4" $ 2

,-$ $!#" 2 &

'strios !4" 2 2

P'() D'* +,') 'N ,)*


32/36

Dinteles $!#" % 4

'strios !4" % 0

P'() D'* +,') 'N D9N'*

Totales en ml

fierro de 1/4" =


33/36

*ong. *ongitud mE por Ø

Por !4" $!#" !2" %!#" $!4"

pieza 0.24# 0.%&0 0.664 .%%2 2.2$%

.% - %%.2 - - -

.% - %%.2 - - -

4.$0 - - - 0$.2 -

4.$0 - - %.& - -

.00 44.0 - - - -4.$0 - 88.4 - - -

0.#0 %0.4 - - - -

4.$0 - %.& - - -

.0 4&.2 - - - -

6.60 - - 86.2 - -

.0 #.# - - - -

4.40 - - $%.2 - -

.00 &4.0 - - - -

%.%0 - 22.0 - - -

.00 $8.0 - - - -

4.8% - %8.0 - - -

0.6% - #$.& - - -

$.$0 - %2.# - - -

0.#0 8$.& - - - -


34/36

.$0 - 2&.0 - - -

0.80 $%.0 - - - -

569.00 480.80 166.00 103.20 %

142.3 kilos




fierro de 3/4" = 0.00

fierro de 1" =


35/36

Peso

"

$.68$ @g

- $0.62

- $0.62

#'$*%"

- &0.&&

- %.260

- $%.82- 4$.$44

- 2.466

- 2#.#6&

- .4%#

"$##

- 8#.82%

- 26.4&2

- $4.6#6

- %.#82

- 2.$20

- 6.8&

'*)$(""

- $.620

- 4&.#&

&*$&#

- 26.%

- #.2%$

"&$*%'


36/36

- 4.%&0

- #.

%$%")

!#$

varillas

varillas varillas

% varillas

metrado de topografía

Documents