metrado gen. marcapomacocha

7/21/2019 Metrado Gen. Marcapomacocha

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OJA DE METRADOS

PROYECTO : PUESTO DE SALUD MARCAPOMACOCHA (REEMP)UBICACIN : DISTRITO DE MARCAPOMACOCHA PROVINCIA DE YAULIFECHA : SETIEMBRE 2005

PART DESCRIPCION NV DIMENSIONES S-TOT TOTL A H

01.00. TRABAJOS PRELIMINARES 01.01. Limpie ! "e #e$$e%& 1.00 21.'0 11.15 2().0* 243.07 01.02. T$! & + $ep,!%#e& p$e,imi%!$ 1.00 21.'0 11.15 2().0*243.07

02.00. MOVIMIENTO DE TIERRAS 02.01. E- !/! i % "e !% ! p!$!:

3APATAS : 3 41 1'.00 1.00 1.00 1.)0 2).(0CIMIENTOSE e 1 2 + ) 1(.00 2.'5 0.(0 1.00 15.67

E e A B C F *.00 ).00 0.(0 1.00 '.(0E e D + E (.00 ).00 0.(0 1.00 (.'0E%#$e e e B + C 1.00 ).(5 0.(0 0.*0 0.6*

1.00 2.20 0.(0 0.*0 0.72E%#$e e e D + E 2.00 2.)5 0.(0 0.*0 1.)2

1.00 ).(5 0.(0 0.*0 0.6*2.00 0.70 0.(0 0.*0 0.)(1.00 0.50 0.(0 0.*0 0.1(

3!% ! "e pe$ &,! i % 1.00 *1.'0 0.70 1.)0 57.00 112. 0

02.02. Re8i%e %i/e,! i % + &mp! #! i % 1.00 20.*0 10.05 20'.0( 20!.04 02.0). Re,,e%& &% m!#e$i!, p$&pi&

E- !/. 3!p!#! imie%#& 4 !p!#! + imie%#& 1.00 1*.60 1*.6017. 0

02.0(. A !$$e& "e m!#e$i!, e- e"e%#e D p$&me"i&9)0mRe8i%e + %i/e,! i % 25; "e e p&% !mie%#& 1.25 20.*0 10.05 0.10 27.00E- !/! i&%e 4$e,,e%& 25; e p&% !mie%#& 1.25 )6.00 ('.*53!% ! pe$ &,! i % 1.25 57.00 *0.00 144.7"

03.00. OBRAS DE CONCRETO SIMPLE 0).01. SOLADO PARA 3APATAS C:H 1:12 e9(! "e &%e-i %? 1(.00 2.'5 0.(0 15.67

E e A B C F =/i>! "e &%e-i %? *.00 ).00 0.(0 '.(0E e D + F =/i>! "e &%e-i %? (.00 ).00 0.(0 (.'0 47.1#

0).02. CIMIENTO CORRIDO C: H 1:10 )0; P@E e 1 2 + ) 1(.00 ).70 0.(0 0.*0 1(.11E e A B C + F *.00 ).*5 0.(0 0.*0 *.)5E e D + E (.00 ).*5 0.(0 0.*0 (.20E%#$e e e B + C 1.00 ).(5 0.(0 0.*0 0.6*

1.00 2.20 0.(0 0.*0 0.72E%#$e e e D + E 2.00 2.)5 0.(0 0.*0 1.)2

1.00 ).(5 0.(0 0.*0 0.6*2.00 0.70 0.(0 0.*0 0.)(

1.00 0.50 0.(0 0.*0 0.1( 30.00

0).0). CONCRETO SOBRECIMIENTO 1:' )0; P.M. A925


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PART DESCRIPCION NVDIMENSIONES

S-TOT TOTL A HE e 1E%#$e e e AB + EF 2.00 ).)0 0.25 0.)5 0.5'E%#$e e e B C 1.00 2.10 0.25 0.)5 0.1'E%#$e e e CD 1.00 1.20 0.25 0.)5 0.11

1.00 1.'5 0.25 0.)5 0.17E%#$e e e DE 1.00 ).)0 0.25 0.)5 0.26E e ) 5.00 ).)0 0.25 0.)5 1.((E%#$e e e A + F ).00 ).*5 0.25 0.)5 0.6'

1.00 2.50 0.25 0.)5 0.22 3. #

0).0(. CONCRETO SOBRECIMIENTO 1:' 25; P.M. A915E e 2E%#$e e e AB + CD 2.00 ).70 0.15 0.)5 0.)'E%#$e e e DF 2.00 2.70 0.15 0.)5 0.2*E e B 2.00 2.55 0.15 0.)5 0.2*

E e C 1.00 1.70 0.15 0.)5 0.0'E%#$e e e B C 1.00 1.55 0.15 0.)5 0.0'1.00 2.55 0.15 0.)5 0.1)1.00 1.25 0.15 0.)5 0.0*

E%#$e e e DE 2.00 ).*5 0.15 0.)5 0.)62.00 2.50 0.15 0.)5 0.272.00 2.50 0.15 0.)5 0.271.00 0.50 0.15 0.)5 0.0)).00 0.)0 0.15 0.)5 0.052.00 0.70 0.15 0.(0 0.0* 2.3"

0).05. ENCOFRADO Y DESENCOFRADO DE SOBRECIMIENTOS

E e 2E%#$e e e AB + CD 2.00 ).70 0.*0 5.0(E%#$e e e DF 2.00 2.70 0.*0 ).7(E e B 2.00 2.55 0.*0 ).5*E e C 1.00 1.70 0.*0 1.12E%#$e e e B C 1.00 1.55 0.*0 1.06

1.00 2.55 0.*0 1.*61.00 1.25 0.*0 0.''

E%#$e e e DE 2.00 ).*5 0.*0 5.252.00 2.50 0.*0 ).502.00 2.50 0.*0 ).501.00 0.50 0.*0 0.)5).00 0.)0 0.*0 0.7)2.00 0.70 0.*0 0.'( 31.1

0).07. CONCRETO COLUMNETA =DESA@UE PLUVIAL?E e A 2.00 0.20 1.50 0.12E e F 2.00 0.20 1.50 0.12 0.24

0).0*. ENCOFRADO Y DESENCOFRADO COLUMNETASE e A 2.00 0.70 1.50 1.'0E e F 2.00 0.70 1.50 1.'0 3.#0

04.00. OBRAS DE CONCRETO ARMADO 0(.01. CONCRETO 3APATAS F C9210 > m2


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S-TOT TOTL A H341 1'.00 1.00 1.00 0.50 6.00 .00

0(.02. ACERO 3APATAS F +9 (200 > m2 N$%& C' . L* + ,+ /341 1'.00 *.00 1.00 1.02 12'.52

1'.00 *.00 1.00 1.02 12'.52 2"7.04

0(.0). CONCRETO VI@AS DE CONE ION F C 210 > m2E e 1 + ) 10.00 2.'5 0.(0 0.)0 ).(2E e 2 (.00 2.'5 0.(0 0.)0 1.)*E e A B D E + F 10.00 ).00 0.(0 0.)0 ).70E e C 1.00 ).00 0.(0 0.)0 0.)7 !.7"

0(.0(. ACERO VI@AS DE CONE IN F +9 (200 > m2N$%& C' . L* + ,+ /E e 1 + )

1 2< 2.00 (.00 20.'0 1.02 176.*)

E #$iG& ) '< 2.00 155.00 1.50 0.5' 276.*0E e 2 1 2< 1.00 (.00 (.(0 1.02 1*.65

E #$iG& ) '< 1.00 )1.00 1.50 0.5' 27.6* 1 2< 1.00 (.00 12.70 1.02 51.(1

E #$iG& ) '< 1.00 6).00 1.50 0.5' '0.61E e A B D E + F

1 2< 5.00 (.00 '.55 1.02 1*(.(2E #$iG& ) '< 5.00 7(.00 1.50 0.5' 2*'.(0E e C

1 2< 1.00 (.00 (.55 1.02 1'.57E #$iG& ) '< 1.00 )2.00 1.50 0.5' 2*.'( 1 11".!

0(.05. CONCRETO COLUMNAS F C9210 > m2 C 4 1 17.00 0.25 0.25 ).70 ).70

2.00 0.25 0.25 5.70 0.*0C 4 2 (.00 0.25 0.15 2.60 0.((C 4 ) 2.00 0.25 0.25 2.60 0.)7C 4 ( 1'.00 0.25 0.15 2.60 1.67

2.00 0.25 0.15 1.05 0.0' 7.13

0(.07. ENCOFRADO COLUMNASC 4 1 17.00 1.00 ).70 5*.70

2.00 1.00 5.70 11.20C 4 2 ).00 0.)5 2.60 ).05

1.00 0.75 2.60 1.'6C 4 ) 2.00 0.*5 2.60 (.)5C 4 ( 1'.00 0.'0 2.60 (1.*7

2.00 0.'0 1.05 1.7' 121."2

0(.0*. COLUMNAS ACEROF +9 (200 > m2 N$%& C' . L* + ,+ /C 4 1

1 2< 17.00 (.00 (.70 1.02 )00.26 ) '< 17.00 2.00 (.70 0.5' '5.)'

E #$iG& ) '< 17.00 )0.00 1.00 0.5' 2*'.(0

1 2< 2.00 (.00 7.70 1.02 5).'7 ) '< 2.00 2.00 7.70 0.5' 15.)1E #$iG& ) '< 2.00 ((.00 1.00 0.5' 51.0(C 4 2


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S-TOT TOTL A H 1 2< (.00 (.00 (.20 1.02 7'.5(

E #$iG& 1 (< (.00 21.00 0.'0 0.25 17.'0C 4 )

1 2< 2.00 (.00 (.20 1.02 )(.2*E #$iG& 1 (< 2.00 21.00 1.00 0.25 10.50C&, m%e#! "e &%8i%!mie%#&C 4 (

) '< 1'.00 (.00 (.20 0.5' 1*5.)6E #$iG& 1 (< 1'.00 21.00 0.'0 0.25 *5.70

) '< 2.00 (.00 2.)5 0.5' 10.60E #$iG& 1 (< 2.00 *.00 0.'0 0.25 2.'01 17 .0!

(.0' Vi>! C&% $e#& F 9 210 > m2 VP 4 100 15.00 ).70 0.25 0.)5 (.*)VA4 101 *.00 ).*5 0.25 0.25 1.7(

VA4 102 (.00 5.25 0.25 0.25 1.)1(.00 7.00 0.25 0.25 1.50VA4 10) 1.00 ).70 0.25 0.20 0.1' .3#

0(.06. Vi>! E% &8$!"& + De e% &8$!"& VP 4 100 15.00 ).70 0.65 51.)0VA4 101 *.00 ).*5 0.*5 16.76VA4 102 (.00 5.25 0.*5 15.*5

(.00 7.00 0.*5 1'.00VA4 10) 1.00 ).70 0.75 2.)( 107.0!

(.10 Vi>! A e$& F +9 (200 > m2 N$%& C' . L* + ,+ / VP 4 100 1 2< ).00 5.00 20.60 1.02 )16.**E #$iG& ) '< ).00 170.00 1.20 0.5' ))(.0'VA4 101

1 2< ).00 5.00 '.75 1.02 1)2.)5E #$iG& ) '< ).00 7(.00 1.00 0.5' 111.)7

1 2< 1.00 5.00 (.75 1.02 2).*2E #$iG& ) '< 1.00 )2.00 1.00 0.5' 1'.57VA4 102 1 2< 2.00 5.00 12.15 1.02 12).6)E #$iG& ) '< 2.00 '(.00 1.00 0.5' 6*.((

1 2< 2.00 5.00 12.60 1.02 1)1.5'E #$iG& ) '< 2.00 '7.00 1.00 0.5' 66.*7VA4 10) 1 2< 1.00 (.00 (.50 1.02 1'.)7E #$iG& ) '< 1.00 )2.00 0.60 0.5' 17.*01 427.#0

(.11 L!/!"e$& C&% $e#& F 9 1*5 > m2 ).00 1.50 0.70 0.10 0.2*0.27

(.12 L!/!"e$& E% &8$!"& + De e% &8$!"& ).00 1.*0 0.70 ).07).00 1.50 0.10 0.(5 3."1

(.1) L!/!"e$& A e$& F +9 (200 > m2 ) '< ).00 5.00 1.*0 0.5' 1(.*6

).00 11.00 0.'0 0.5' 15.)1 30.10(.1( J %#! "e #e %&p&$ "e 1! + &, m%!Vi>! 1.00 20.2' 1.00 20.2'C&, m%! 1.00 '.') 1.00 '.') 2 .11

17.05. B!$%i e% p e$#! "e m!"e$!P41 2.00 1.20 2.(0 5.*7P47 2.00 1.00 2.50 5.00P 4 2 7.00 1.20 2.50 1'.00

P 4 ) (.00 1.00 2.(0 6.70P 4 ( 7.00 0.'0 2.55 12.2(P 4 5 2.00 0.70 1.50 1.'0 "2.40


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S-TOT TOTL A H 17.07. Pi%# $! e% &%#$! & !,& &% e m!,#e e-#e$i&$ 5).)0"3.3017.0*. P i%# $! e% !$pi%#e$i! me#Q,i ! I"em p!$#i"! /e%#!%! "e 8ie$$& 27.'22#.!2

17.00. APARATOS Y ACCESORIOS SANITARIOS 1*.01. I%&"&$& #!% e G! & ).00 3.001*.02. L!/!#&$i& ,& ! G,!% ! (.00 4.001*.0). L!/!"e$& me#Q,i & 2.00 2.001*.0(. D ! = i% , +e ,,!/e? 1.00 1.001*.05. J!G&%e$! "e ,& ! G,!% ! ).00 3.001*.07. P!p!,e$! "e ,& ! G,!% ! ).00 3.001*.0*. T&!,,e$! &% &p&$#e "e ,& ! ).00 3.00

1!.00. INSTALACIONES SANITARIAS 1'.01. S!,i"! "e "e !> e e% PVC 15.00 1".001'.02. Re" "e "e$i/! i % e% PVC p!$! "e !> e "e 2< 1.00 27.00 2#.00

1'.0). Re" "e "i #$iG i % # Ge$ ! PVC "e (< 1.00 22.00 22.001'.0(. C&"& "e PVC SAL "e (< ).00 3.001'.05. Yee "e P.V.C SAL $!m!, $e" . De (< ! 2< *.00 7.001'.07. Yee "e P.V.C SAL 2< 2.00 2.001'.0*. Re>i #$& $& !"& "e G$&% e "e (< ).00 3.001'.0'. C! ! "e $e>i #$& "e "e !> e 12< - 2(< &% #!p! 2.00 2.001'.06. S mi"e$& "e 2< (.00 4.00

1 .00 SISTEMA DE A UA 5RIA 16.01. S!,i"! "e !> ! PVC SAP "e 1 2< 11.00 11.0016.02. Re" "e "i #$iG i % PVC SAP ) (< 1.00 15.00 1".0016.0). Re" "e "i #$iG i % PVC SAP 1 2< 1.00 22.00 22.00

16.0(. Tee PVC SAP ) (< 2.00 2.0016.05. C&"& PVC SAP 1 2< 1'.00 1!.0016.07. Tee $e" . PVC SAP ) (< ! 1 2< 2.00 2.0016.0*. V!,/ ,! "e &mp e$#! "e 1 2< 5.00 ".00

20.00. SISTEMA A UA DE LLUVIA 20.01. C!%!,e#! emi i$ ,!$ 8 > 7< 2.00 20.10 (0.2040.2020.02. T Ge$i! "e G! !"! + "i #$iG i % PVC )< (.00 (.65 16.'01 .!020.0). C&"& PVC )< 2.00 ).00 7.00 #.00

21.00. INSTALACIONES ELECTRICAS 21.01. S!,i"! p!$! e%#$& "e , 22.00 22.00 22.0021.02. S!,i"! "e #&m! &$$ie%#e "&G,e 16.00 16.001 .0021.0). S!,i"! p!$! i%#e$$ p#&$ imp,e 17.00 17.00 1#.0021.0(. S!,i"! p!$! i%#e$$ p#&$ "&G,e 1.00 1.00 1.0021.05. S!,i"! p!$! i%#e$$ p#&$ "e &%m #! i % 2.00 2.002.0021.07. T!G,e$& >e%e$!, 1.00 1.00 1.0021.0*. P& & "e #ie$$! 1.00 1.00 1.00

22.00. ARTE5ACTOS ELECTRICOS 22.01. 8, &$e e%#e $e #& 2-(0 i% e ip& + p!%#!,,! 17.00 17.001#.0022.02. A$#e8! #& #ip& !%#&$ ! m&". E425 ).00 ).003.0022.0). A$#e8! #& i ,!$ 1)2 (.00 (.00 4.00

23.00. ENSAYOS DE CONCRETO 2).01. E% !+& "e $ $! 6.00 6.00 .002).02. Di eK& "e me ,! 1.00 1.00 1.00


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S-TOT TOTL A H

24.00. CUNETAS2(.01. E- !/! i % "e !% ! ! #! 1 m#.

E e 1 + ) 2.00 21.'0 0.(5 0.(0 *.'5E e A4 F 2.00 10.05 0.(5 0.(0 ).72 11.47

2(.02. Re8i%e %i/e,! i % + &mp! #! i %E e 1 + ) 2.00 21.'0 0.(5 16.72E e A4 F 2.00 10.05 0.(5 6.05 2!.#7

2(.0). S!$"i%e,E e 1 + ) =I%#e$i&$? 1.00 20.60 20.60E e A4 F =I%#e$i&$? 1.00 10.05 10.05E e 1 + ) 1.00 21.'0 21.'0E e A 1.00 10.55 10.55

E e F 1.00 10.'5 10.'5 74.1"

2(.0(. C&% $e#& e% ,& ! %e#!E e 1 + ) 2.00 21.50 0.)0 12.60

2.00 10.25 0.)0 7.15 1 .0"

2(.05. Re i,,! e% %e#!E e 1 + ) 2.00 21.'0 ().70E e A4 F 2.00 10.05 20.10 #3.70

2(.07. Fi,#$& "e >$!/! & ! ! & 1.00 *1.'0 0.70 0.*0 )0.17 30.1#

2".00. APORTE COMUNAL 25.01. Limpie ! "e #e$$e%& 1.00 2().0* 2().0* 243.0725.02. T$! & + $ep,!%#e& p$e,imi%!$ 1.00 2().0* 2().0*243.0725.0). E- !/! i % "e !% ! ! #! 1 m#. 1.00 112.60 112.60112. 025.0(. Re8i%e %i/e,! i % + &mp! #! i % 1.00 20'.0( 20'.0(20!.0425.05. Re,,e%& &% m!#e$i!, p$&pi& 1.00 1*.60 1*.6017. 025.07. A !$$e& "e m!#e$i!, e- e"e%#e 1.00 1((.*5 1((.*5 144.7"

2#.00. PLACA RECORDATORIA 27.01. P,! ! $e &$"!#&$i! "e ! $i,i & 1.00 1.00 1.00

27.00. 5LETE 2(.01. F,e#e #e$$e #$e 1.00 1.00 1.00

2!.00. CARTEL DE OBRA 25.01. C!$#e, "e &G$! 1.00 1.00 1.00


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metrado gen. marcapomacocha

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