metrado_estructuras_ mancora

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PRESUPUESTO DE ESTRUCT OBRA : EDIFICIO PARQUE ACOSTA UBICACN : LI MA- SAN ISIDRO ITEM DESCRIPCION 03.00 OBRAS DE CONCRETO SIMPLE 03.01 CALZADURAS 3.0101 SOLADO Y/O PAÑETEO DE TERRENO 3.0102 CONCRETO Fc= 100 KG/CM2 PARA CALZADURAS 3.0103 ENCOFRADO Y DESENCOFRADO DE CALZADURAS 05.00 CONCRETO ARMADO 05.01 ZAPATAS 5.0101 CONCRETO PARA ZAP A TAS f'c=2 10 !/c"2 5.0102 ENCOFRADO Y DESENCOFRADO DE ZAPATAS 5.0103 ACERO f#=$200 !/c"2 05.02 CIMENTACIÓN ARMADA C%MENTAC%ON ARMADA& CONCRETO PREMEZCLADO Fc=210 KG/CM2 ZAPA TAS CONCRETO PREMEZCLADO Fc=210 KG/CM2 ENCOFRADO Y DESENCOFRADO DE ZAPATAS ENCOFRADO Y DESENCOFRADO DE C%M%ENTOS ACERO F# = $200 KG/CM2 09.02 CISTERNA CONCRETO PREMEZCLADO Fc=20 KG/CM2 ENCOFRADO Y DESENCOFRADO DE C%STERNA ACERO F# = $200 KG/CM2 09.03 MUROS ANCLADOS CONCRETO PREMEZCLADO Fc=20 KG/CM2 ENCOFRADO Y DESENCOFRADO DE MUROS 1 CARA ACERO F# = $200 KG/CM2 09.04 VIA DE CIMENTACION CONCRETO PREMEZCLADO Fc=210 KG/CM2 ENCOFRADO Y DESENCOFRADO DE (%GAS DE C%MENTAC%ON ACERO F# = $200 KG/CM2 09.05 COLUMNAS CONCRETO PREMEZCLADO Fc=20 KG/CM2 CONCRETO PREMEZCLADO Fc=210 KG/CM2 ENCOFRADO Y DESENCOFRADO DE COLUMNAS ACERO F# = $200 KG/CM2 09.0! PLACAS CONCRETO PREMEZCLADO Fc=20 KG/CM2

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7/17/2019 Metrado_Estructuras_ Mancora

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PRESUPUESTO DE ESTRUCT

OBRA : EDIFICIO PARQUE ACOSTA

UBICACIÓN : LIMA- SAN ISIDRO

ITEM DESCRIPCION

03.00 OBRAS DE CONCRETO SIMPLE

03.01 CALZADURAS

3.0101 SOLADO Y/O PAÑETEO DE TERRENO

3.0102 CONCRETO Fc= 100 KG/CM2 PARA CALZADURAS

3.0103 ENCOFRADO Y DESENCOFRADO DE CALZADURAS

05.00 CONCRETO ARMADO

05.01 ZAPATAS

5.0101 CONCRETO PARA ZAPATAS f'c=210 !/c"2

5.0102 ENCOFRADO Y DESENCOFRADO DE ZAPATAS

5.0103 ACERO f#=$200 !/c"2

05.02 CIMENTACIÓN ARMADA

C%MENTAC%ON ARMADA& CONCRETO PREMEZCLADO Fc=210 KG/CM2

ZAPATAS CONCRETO PREMEZCLADO Fc=210 KG/CM2

ENCOFRADO Y DESENCOFRADO DE ZAPATAS

ENCOFRADO Y DESENCOFRADO DE C%M%ENTOS

ACERO F# = $200 KG/CM2

09.02 CISTERNA

CONCRETO PREMEZCLADO Fc=20 KG/CM2ENCOFRADO Y DESENCOFRADO DE C%STERNA

ACERO F# = $200 KG/CM2

09.03 MUROS ANCLADOS

CONCRETO PREMEZCLADO Fc=20 KG/CM2

ENCOFRADO Y DESENCOFRADO DE MUROS 1 CARA

ACERO F# = $200 KG/CM2

09.04 VIA DE CIMENTACION

CONCRETO PREMEZCLADO Fc=210 KG/CM2

ENCOFRADO Y DESENCOFRADO DE (%GAS DE C%MENTAC%ON

ACERO F# = $200 KG/CM209.05 COLUMNAS

CONCRETO PREMEZCLADO Fc=20 KG/CM2

CONCRETO PREMEZCLADO Fc=210 KG/CM2

ENCOFRADO Y DESENCOFRADO DE COLUMNAS

ACERO F# = $200 KG/CM2

09.0! PLACAS

CONCRETO PREMEZCLADO Fc=20 KG/CM2

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PRESUPUESTO DE ESTRUCT

OBRA : EDIFICIO PARQUE ACOSTA

UBICACIÓN : LIMA- SAN ISIDRO

ITEM DESCRIPCION

CONCRETO PREMEZCLADO Fc=210 KG/CM2

ENCOFRADO Y DESENCOFRADO DE PLACAS

ACERO F# = $200 KG/CM2

09.0" ESCALERAS

CONCRETO PREMEZCLADO Fc=210 KG/CM2

ENCOFRADO Y DESENCOFRADO DE ESCALERAS

ACERO F# = $200 KG/CM2

09.0# VIAS $ CORTES

(%GA ) CONCRETO F'C=210 KG/CM2

(%GA ) ENCOFRADO Y DESENCOFRADO

(%GA ) ACERO DE REFUERZO F#=$200 K!/c"*

09.09 LOSAS ALIERADA - PRELOSAS %&.2"5

CONCRETO F'C=210 KG/CM2

PRELOSAS ) PREFA+R%CADAS 3

ENCOFRADO Y DESENCOFRADO DE PRELOSAS ,=0.0$5

LOSA AL%GERADA ) ACERO DE REFUERZO F#=$200 K!/c"*

CASETONES DE TECNOPOR

09.10 LOSA MACIZA

LOSA MAC%ZA ) CONCRETO F'C=210 KG/CM2

LOSA MAC%ZA ) ENCOFRADO Y DESENCOFRADO

LOSA MAC%ZA ) ACERO DE REFUERZO F#=$200 K!/c"*09.11 ALISADO

AL%SADO DE LOSA DE TEC-O

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  RAS

F'()* : ENERO )201$

%'()+ : APDC

UND METRADO PU PARCIAL

M2   2$.00 )

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M2   $$.00 )

M3   5.5$ 312.00 1&2.0M2   1.12 3.00 50.32

KG   123.23 $.35 53.0

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KG   123.23 )

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KG   2&5.15 )

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M3 E50 E50

M3 E50 E50

M2 E50 E50

KG E50 E50

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M3   .0 )

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  RAS

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%'()+ : APDC

UND METRADO PU PARCIAL

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KG   $&$10.00

)

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KG   1$&.

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C U A D R O D E M E T R AOBRA : EDIFICIO PARQUE ACOSTA

UBICACIÓN : LIMA- SAN ISIDRO

PART. D E S C R I P C I O N UND. CANT.

2.00.00 TRABA,OS PRELIMINARES

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4.00.00 VARIOS$.01.00 C68: 8, c:c,;: c: 6!6 , C4"4,;: # S:@,"4,;:. "2

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5.01.02 Ec:f68: # D,9,c:f68: M2

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!.09.00 V*+8

.0.01 AB4, 8, 686"4:9) O@69 8, c:c,;: A"68:. ",9 2.00

!.00.00 ESTRUCTURA MET=LICA

!.01.00 NAVE - ESTRUCTURA MET=LICA- BLOQUE A.

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!.02.00 TEC%O MET=LICO BLOQUE B- SERVICIOS.

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.02.03 T4,6,9 T)D)% ! 3&100.5

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!.03.00 INSTALACION DE COBERTURAS.

.03.01 ZONA TALLER 

.03.02 C:@,;6 TR$ "2 51.00

.03.03 C"@,6 " 5.00

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".00.00 MUROS $ TABIQUES DE ALBAILERA

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1.02.03 C66 8, ,!49;: ? 12 8, ,>6c6c47 <>46. 8

D,96!, <>46. .00

19.03.00 MONTANTES DE DESAUE $ VENTILACIONES

1.03.01 T@,Q6 8, $ P(C)SAL ,"<:;686 "

SS--. 286 P6;6 ,8,9. 1.00+66869 8, D,96!,. $.00

1.03.02 T@,Q6 8, 3 P(C)SAL ,"<:;686 "

SS--. 286 P6;6 ,8,9. 1.00

1.03.03 T@,Q6 8, 2 P(C)SAL ,"<:;686 "

SS--. 286 P6;6 ,8,9. 1.00

+66869 #/: 9@4869 8, D,96!, # >,;46c47. 1.00

1.03.0$ S6486 8, 3 <66 >,;46c47. <;:

S6486 8, 3 >,;46c47. 1.00

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1.03.05 S6486 <66 >,;46c4: 8, 2 <;:

S6486 8, 2 >,;46c47. $.00

19.05.00 ACCESORIOS $ ADITAMENTOS

1.05.01 C:8:9 8, $?$5 P(C)SAL 8.

C:8:9 $?$5. 1.00

1.05.02 C:8:9 8, $?0 P(C)SAL 8.

C:8:9 $?0. 2.00

1.05.03 T,, 8, $ P(C)SAL 8.T,, 8, $. 3.00

1.05.0$ T,, S64;646 8, $?$ P(C)SAL 8.

T,, 8, $. .00

1.05.05 U4:,9 8, $ P(C)SAL 8.

U4:,9. .00

1.05.0 C:8:9 8, 3?$5 P(C)SAL 8.

C:8:9 3?$5. $.00

1.05.0 R,8cc4: 8, $ 6 2 8.

R,8cc4:,9. 3.00

1.05.0 U4:,9 <66 ;@,469 8.

U4:,9. 20.00

19.0!.00 SALIDAS PARA DESAUE DE APARATOS SANITARIOS

1.0.01 S64869 <66 6<66;:9 964;64:9 8, 2& 3&$ <;:

P;:9 S64;64:9. 3.00

19.0".00 COLOCACION DE REISTRO $ SUMIDEROS

1.0.01 R,!49;: $ 8. 1$.00

1.0.02 R,!49;: 2 8. 3.00

1.0.03 S"48,: 8, $ 8. 3.00

1.0.0$ S"48,: 8, 2 8. 1$.00

19.0#.00 SALIDAS PARA VENTILACIONES1.0.01 S:"@,: 8, >,;46c47 8, 3 8. $.00

1.0.02 S:"@,: 8, >,;46c47 8, 2 8. 3.00

19.09.00 T*<*H+8 V*+8.

1.0.01 P,@69 8, ,9;6B,4868. !@ 1.00

1.0.02 R,96, # ,<66c47 8, ,,",;:9 6f,c;68:9 <: :9 ;6@6:9. !@ 1.00

SISTEMA DE AUA FRIA

19.10.00 TUBERIA DE ALIMENTACION

1.10.01 T@,Q6 8, 3/$ 8, ",848: 6 c49;,6 P(C)C10 ".

A4",;68: P4c4<6. 1.00

A4",;6 6 T6B, 8, L6>68:. 1.00

19.11.00 RED DE DISTRIBUCIÓN

1.11.01 T@,Q6 8, 1 1/$ P(C)C10 P,>46 H6@44;6c47. ".

L4,6 8, Scc47 8, +:"@69. 1.00

D, c49;,6 8, L6>68: 6& @:"@6. 1.00

1.11.03 T@,Q6 8, 1 P(C)C10 . P,>46 H6@44;6c47. ".

L4,6 8, %"<94: 8, +:"@69. 1.00

1.11.0$ T@,Q6 8, 2 P(C)C10 . P,>46 H6@44;6c47. ".

D,;6, ,!686 6 T6B, 8, A!6. 1.00

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1.11.05 T@,Q6 8, 3/$ P(C)C10 ,;,686 , 66. P,>46 H6@44;6c47. ".

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D,;6, 8, L,!686 6 C49;,6. 1.00

1.11.0 T@,Q6 8, 1/2 P(C)C10 ,;,686 , 66 ".

R,8,9 # 8,"69. 1.00

1.11.0 E?c6>6c4: 8, 66& # <,H6@44;6c47. ".R,8,9 <4c4<6,9 # 9,c86469. 1.00

19.12.00 ACCESORIOS $ ADIMENTOS

1.12.01 C:8: 8, 3/$?0P(C 8. 1$.00

1.12.02 C:8: 8, 3/$ ?$5P(C 8. 10.00

1.12.03 C:8: 8, 2?0P(C 8. 2.00

1.12.0$ C:8: 8, 2 ?$5P(C 8. 2.00

1.12.05 C:8: 8, 1/2?0P(C 8. 20.00

1.12.0 T,, 8, 1/2 P(C 8. 30.00

1.12.0 C:8: 8, 1 1/$?0P(C 8. 2.00

1.12.0 C:8: 8, 1 1/$ ?$5P(C 8. 2.00

1.12.0 C:8: 8, 1/2 P(C 8. 0.00

1.12.10 U4:,9 8. 30.00

19.13.00 SALIDAS

1.13.01 S6486 8, 6!6 8, 3/$ # 1 1/$. <;:

P4",6 <6;6 6 (6>69 # +:"@69. 2.00

1.13.02 S6486 8, 6!6 8, 1/2 <;:

P4",6 # S,!86 <6;6. 32.00

19.13.00 VALVULAS

1.13.01 (>6 8, 4;,<c47 8, 1 8.P4",6 <6;6. 1.00

1.13.02 (>6 8, 4;,<c47 8, 3/$ 8.

P4",6 <6;6. 3.00

1.13.03 (>6 8, 4;,<c47 8, 1/2 8.

P4",6 <6;6. $.00

19.14.00 T*<*H+8 V*+8.

1.1$.01 P,@69 -4864c69 # 6cc,9:4:9. !@ 1.00

1.1$.02 R,96, # ,<66c47 8, ,,",;:9 6f,c;68:9 <: :9 ;6@6:9. !@ 1.00

SISTEMA DE AUA CALIENTE

19.15.00 DISTRIBUCION

1.15.01 T@: CP(C 8, 1/2 ".A4",;6 6 DcH69. 1.00

19.1!.00 VALVULAS

1.1.01 (>6 8, 4;,<c47 8, 1/2 8. .00

19.1".00 SALIDAS

1.1.01 S6486 8, 6!6 8, 1/2 <;:

SS-- # 6>6"6:9. .00

19.1#.00 INSTALACION DE BRIDAS

1.1.01 (6>6 f:;68:6 8, 3/$ 8. 2.00

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1.1.02 +486 :"<, 6!6 8, 8. 2.00

1.1.03 +486 :"<, 6!6 8, 3 8. 2.00

1.1.0$ +486 :"<, 6!6 8, 3/$ 8. 2.00

20.00.00 ELECTROBOMBAS

20.01.00 EQUIPO DE PRESIÓN CONSTANTE VELOCIDAD VARIABLE

20.01.01 +:"@6 "6c6 E9<6 ":8 35)$N 1.$ -P ;4f694c6 U8 2.00

20.01.02 T6@,: 6;,68: 02 @:"@69 8, 1.$ -P/220(/0-Z/3O c: >6468: 8, >,:c4868 U8 1.00

20.01.03 T69"49: 8, <,94: 0)10 @6 M6c6 +6", U8 1.0020.01.0$ T6B, -48:,"6;c4: M,"@66 (6, , 20 G9. U8 1.00

20.01.05 M6:",;: 8, G4c,46 0)10 PS%846 2 1/2 R:9c6 NPT 1/$ U8 1.00

20.01.0 C:;: 8, 4>, 8, 9,68: U8 1.00

20.01.0 %9;66c4: ,B4<: 8, @:"@,: >,:c4868 >646@, # <,94: c:9;6;, 4c#, <:>494 U8 1.00

20.02.00 DESAUES TIPO DUPLE SUMERIBLE

20.02.01 +:"@6 "6c6 P,8:: 8, 1.$ -P U8 1.00

20.02.02 C:"<,9:6 8, $ -P. U8 1.00

20.02.03 T6@,: 6;,68: #/: 94";6,:. U8 1.00

20.02.0$ S49;,"6 8, 66"6 49;668: , ;6@,:I U8 1.00

20.02.05 %9;66c4: ,B4<:. U8 1.00

21.00.00 APARATOS SANITARIOS RIFERAS $ ACCESORIOS

21.01.00 A/**+8 S**+8.

21.01.01 %:8:: M6c6 T,@: S4f: ,; c:: +6c: : S4"46. 8 .00

21.01.02 O>64 M6c6 T,@: M:8,: C,6?& 6>6;:4: 8, 9:@,<:, c:: @6c: : 94"46. 8 10.00

21.01.03 L6>6;:4: M6c6 T,@: M:8,: M66;46 c:: @6c: : 94"46 8 2.00

21.01.0$ P,8,9;6 M6c6 T,@: <66 6>6;:4: M66;46 c:: @6c: : 94"46. 8 .00

21.01.05 U464: M6c6 T,@: M:8,: Ac68,"# c:: @6c: : 94"46. 8 5.00

21.01.0 U464: M6c6 T,@: M:8,: C68,; c:: @6c: : 94"46. 8 1.00

21.01.0 L6>68,: c4c6 8, Ac,: %:?486@, M6c6 R,c:8& 96;468: 8, 1. 8 1.00

21.01.0 T6<6 M,6"4, +6c6 : S4"46 8 .00

21.02.00 A(('8++821.02.01 A!668,6 <66 D49c6<6c4;68:9 Ac,: %:?486@, & +66 ,9B46 8 1.00

21.02.02 A!668,6 <66 D49c6<6c4;68:9 Ac,: %:?486@, & +66 6;,6 8 1.00

21.02.03 A!668,6 <66 D49c6<6c4;68:9 Ac,: %:?486@, & <66 6>6;:4:. 8 2.00

21.02.0$ D49<,968: 8, 6@7 4B48: P9;4c:& K4"@,# c6& 9,4, <:f,94:6 8 .00

21.02.05 D49<,968: 8, P6<, T:66 P9;4c:& K4"@,# c6& 9,4, <:f,94:6 8 .00

21.02.0 D49<,968: P6<, -4!4J4c: P9;4c:& K4"@,# c6& 9,4, <:f,94:6 8 .00

21.02.0 G6cH:9 <,cH,: 8:@,9 c:"68:9 %;66 8 .00

21.02.0 P:;6 6@:,6 c:"68:. 8 10.00

21.03.00 'K*8

21.03.01 M6c6 (6496 <66 6>6;:4:& LQ,6 E9<,c464686 M:8,: L6>, ;,"<:4686 6 <,94: 8 .00

21.03.02 M6c6 (6496 & <66 464:& L4,6 E9<,c464686 8, @:c, 8, 1/2& c: <968: " 8 $.00

21.03.03 M6c6 (6496 & <66 8cH6& L4,6 C6994c 94"<, <,9686 : 94"46. 8 5.0021.03.0$ M6c6 (6496 & <66 L6>6;:4: 8, C:",8:& L4,6 C6994c c:,cc47 L,>, P4c: L , 8 1.00

21.03.05 L6>, 8, R4,!: 1/2 C%M 8 $.00

21.04.00 D'8*'8

21.0$.01 D,96!V, 94"<, c669;46 (6496 8 10.00

21.05.00 T*/*8

21.05.01 T6"<6 P c:"686 6>6;:4: AMECO 1 1/$ 8 .00

21.05.02 T6"<6 c:"686 <66 6>68,: 8, 6c,: 4:?. AMECO 1 1/2 8 1.00

21.0!.00 T><+ ' A<*8+

21.0.01 T@: 8, A@69;: A.%:?. T,68: 1/2 8 .00

21.0.02 T@: 8, A@69;: A.%:?. T,68: / 8 1.00

21.0".00 C*'*+'8 E((+8 ' *>*

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21.0.01 C6,;68:,9 EJc;4c:9 8, 6!6 "6c6 S:, 110 L;. 8 1.00

21.0.01 %9;66c47 8, TH,"6 EJc;4c6. 8 1.00

21.0#.00 T*<*H+8 V*+8.

21.0.01 -6@44;6c4: 8, C49;,69 <66 ,B4<6"4,;: # :;:9. !@ 1.00

21.0.02 AB4, 8, A86"4:9 ) %9;66c4:,9 S64;6469. ",9 2.00

22.00.00 INSTALACIONES ELCTRICAS

22.01.00 ACOMETIDA ELECTRICA ENERAL22.01.01 C6@, 3)1?35/35 N 25 T""2 N- $0 "

C6@,& T4f694c: T4,6. 1.00

22.01.02 T@,46 $0"" P(C ) P "

T@,Q6 <66 c:",;486 <4c4<6. 1.00

22.02.00 ACOMETIDA ELECTRICA T-BOMBAS $ COMPRSORA.

22.02.01 C6@, 3)1?50""2 NYY 1W25""2/T "

(4,, Ac:",;486 # +66 6 C6;: 8, +:"@69. 1.00

22.02.02 T@,46 5"" P(C ) P " 1.00

22.02.03 C66 8, <69, $00?150 8 1.00

22.03.00 ALIMENTADORES ELECTRICOS SECUNDARIOS T

22.03.01 " 1.00

22.03.02 T@,46 20"" P(C ) P " 1.00

22.03.03 " 1.00

22.03.0$ T@,46 20"" P(C ) P " 1.00

22.03.05 " 1.00

22.03.0 T@,46 $0"" P(C ) P " 1.00

22.03.0 " 1.00

22.03.0 T@,46 $0"" P(C ) P " 1.00

22.03.0 " 1.00

22.03.10 T@,46 $0"" P(C ) P " 1.00

22.03.11 " 1.0022.03.12 T@,46 $0"" P(C ) P " 1.00

22.03.13 " 1.00

22.03.1$ T@,46 25"" P(C ) P " 1.00

22.03.15 " 1.00

22.03.1 T@,46 25"" P(C ) P " 1.00

22.03.1 " 1.00

22.03.1 T@,46 25"" P(C ) P " 1.00

22.03.1 " 1.00

22.03.20 T@,46 25"" P(C ) P " 1.00

22.03.21 " 1.00

22.03.22 T@,46 20"" P(C ) P " 1.00

22.03.23 " 1.0022.03.2$ T@,46 20"" P(C ) P " 1.00

22.04.00 ALIMENTADORES ELECTRICOS SECUNDARIOS

22.0$.01 DE ST1- A CIRCUITOS DERIVADOS: 142 LSO% "

C4c4;: ST)1) C)1& A"@68:. 1.00

C4c4;: ST)1) C)2& A"@68:. 1.00

C4c4;: ST)1) C)3& A"@68:. 1.00

C4c4;: ST)1) C)$& A"@68:. 1.00

C4c4;: ST)1) C)5& T:"6c:4,;, %B4,86. 1.00

C4c4;: ST)1) C)& T:"6c:4,;, D,,cH6. 1.00

DE T A ST-1: 2.5/2.5NI ""2 N-) 0.

DE T A SD-2: 2.5/2.5NI ""2 N-) 0.

DE T A TD-1: 3)1W25/25N 1T I ""2)0.

DE T A ST-B: 2.5/2.5N 2.5 TI ""2)0) ST)$& 6 @:"@69.

DE T A ST-C: !/N 2.5 TI ""2)0) ST)5 6 c:"<,9:6.

DE T A ST-!: 2.5/2.5N 2.5 TI ""2)0) ST).

DE T A ST-": 3- 16/N $ TI ""2)0) ST).

DE T A ST-#: 3- 161/1N 10 TI ""2)0) ST).

DE T A ST-9: !/N $ TI ""2)0) ST).

DE T A ST-10: 3-16 /N $ TI ""2)0) ST).

DE T A ST-11: 2.5/2.5N 2.5 TI ""2)0) ST).

DE T A ST-12: 2.5/2.5N 2.5 TI ""2)0) ST).

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22.0$.02 DE ST2 - A CIRCUITOS DERIVADOS: 142 LSO% "

C4c4;: ST)2) C)1& A"@68:. 1.00

C4c4;: ST)2) C)2& A"@68:. 1.00

C4c4;: ST)2) C)3& A"@68:. 1.00

C4c4;: ST)2) C)$& T:"6c:4,;, %B4,86. 1.00

22.0$.03 DE ST3- A CIRCUITOS DERIVADOS: 142 LSO% "

C4c4;: ST)3) C)1& A"@68:. 1.00

C4c4;: ST)3) C)2& A"@68:. 1.00C4c4;: ST)3) C)3& A"@68:. 1.00

C4c4;: ST)3) C)$& A"@68:. 1.00

C4c4;: ST)3) C)5& A"@68:. 1.00

C4c4;: ST)3) C)$& T:"6c:4,;, %B4,86. 1.00

22.0$.0$ DE ST4 - A CIRCUITOS DERIVADOS: 142 LSO% "

C4c4;: ST)$) C)1& A"@68:. 1.00

C4c4;: ST)$) C)2& A"@68:. 1.00

22.0$.05 DE ST5- A CIRCUITOS DERIVADOS: 142 LSO% "

C4c4;: ST)5) C)1& A"@68:. 1.00

C4c4;: ST)5) C)2& A"@68:. 1.00

C4c4;: ST)5) C)3& A"@68:. 1.00

C4c4;: ST)5) C)$& A"@68:. 1.00

C4c4;: ST)5) C)5& T:"6c:4,;, %B4,86. 1.00

C4c4;: ST)5) C)& T:"6c:4,;, D,,cH6. 1.00

22.0$.0 DE ST!- A CIRCUITOS DERIVADOS: 142 LSO% "

C4c4;: ST)) C)1& A"@68:. 1.00

C4c4;: ST)) C)2& T:"6c:4,;,. 1.00

22.0$.0 DE ST"- A CIRCUITOS DERIVADOS: 142 LSO% "

C4c4;: ST)) C)1& A"@68:. 1.00C4c4;: ST)) C)2& T:"6c:4,;,. 1.00

22.0$.0 DE ST#- A CIRCUITOS DERIVADOS: 142 LSO% "

C4c4;: ST)) C)1& A"@68:. 1.00

C4c4;: ST)) C)2& A"@68:. 1.00

C4c4;: ST)) C)3& T:"6c:4,;,. 1.00

C4c4;: ST)) C)$& T:"6c:4,;,. 1.00

22.0$.0 T@,46 20"" P(C ) P " 1.00

22.0$.10 C66 8, <69, 250?5 8

E 6"@4,;,9 2.00

22.05.00 POZOS DE TIERRA

22.05.01 P:: 8, ;4,6 <66 <:;,cc47 8 1.00

22.05.02 C6@, 1?0""2 CU D,98: " 30.00

22.05.03 T@,46 35"" P(C ) P " 25.00

22.05.0$ P:: 8, ;4,6 8, c:"<;: 8 2.00

22.05.05 C6@, 1?1""2 CU D,98: " $0.00

22.05.0 T@,46 35"" P(C ) P " $0.00

22.0!.00 SALIDAS DE ALUMBRADO $ TOMACORRIENTES

22.0.01 S6486 <66 ,B4<: 8, 4"46c47 , ;,cH: # <6,8 8

P'* P**. 30.00

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S'>* P**. 0.00

22.0.02 S6486 <66 ,B4<:9 8, 4"46c47 , ;,cH: 6;: 8 15.00

22.0.03 S6486 <66 ;:"6c:4,;,9 8, ,,!46 c:",c46 8

P'* P**. 50.00

S'>* P**. 12.00

22.0.0$ S6486 <66 ;:"6c:4,;,9 8, ,,!46 ,9;6@44686 8 30.00

22.0.05 S6486 <66 4;,<;:,9 , <6,8 8 0.00

22.0.0 ,!: 8, c:";6c47 8 15.00

22.0".00 ACCESORIOS ELECTRICOS

22.0.01 %;,<;:,9 94"<,9. M6!4c T4c4: 8 50.00

22.0.02 %;,<;:,9 8:@,9. M6!4c T4c4: 8 12.00

22.0.03 %;,<;:,9 8, c:";6c47 94"<, 8 15.00

22.0.0$ T:"6c:4,;,9 8:@,9 4>,96,9. E,!46 c:",c46 L,>4;: 8 20.00

22.0.05 T:"6c:4,;,9 ;4<,9 c: ;:"6 6 ;4,6. E,!46 ,9;6@44686 L,>4;: 8 10.00

22.0.0 C66 8, <69, 8, 250?300 8 10.00

22.0.0 C66 8, <69, 8, 350?$50 8 10.00

22.0.0 C66 8, <69, 8, 250?350 8 10.00

22.0#.00 INSTALACIÓN

22.0.01 %9;66c47 8, "46469 6cc,9:4:9 8,f46c47 8 3.00

22.0.02 %9;66c47 8, 6"<669 , ;,cH: 6;: 8 15.00

22.0.03 %9;66c47 8, 4;,<;:,9 8 0.00

22.0.0$ %9;66c47 8, ;:"6c:4,;,9 8 2.00

22.09.00 COMUNICACIONES

22.0.01 R6c 8, c:"4c6c4:,9 8 1.00

22.0.02 P6;cH <6, 8, 2$ <,;:9 c6; 8 2.00

22.0.03 P:, 6c 8 1.00

22.0.0$ +68,6 # :8,68: 8, c6@,68: 8 1.00

22.0.05 S6486 <66 >: 8

P4",6 P6;6. 15.00

S,!86 <6;6.) MEZAN%NE. 2.00

22.0.0 S6486 <66 86;6 8 2.0022.0.0 S6486 <66 4;,c:"4c68: 8 10.00

22.0.0 S6486 <66 4;,c:"4c68: <4c4<6. 8 1.00

22.0.0 S6486 <66 CCT(. 8 2.00

22.0.10 C,;4f4c6c47 8, <;:9 8 2.00

22.0.11 C66 8, <69, 8, 150?5"" 8 1.00

22.0.12 C66 8, <69, 8, 300?150"" 8 2.00

22.0.13 C66 8, <69, 8, $50?350 8 1.00

22.0.1$ T@,46 $0"" P(C ) P " 0.00

22.0.15 T@,46 50"" P(C ) P " 0.00

22.0.1 T@,46 5"" P(C ) P " 0.00

22.0.1 T@,46 20"" P(C ) P " 0.00

22.10.00 TABLEROS ELECTRICOS

22.10.01 TA+LERO GENERAL 8 1.00

22.10.02 TA+LERO TD)1 8 1.00

22.10.03 TA+LERO TD)2 8 1.00

22.10.0$ TA+LERO TD)3 8 1.00

22.10.05 TA+LERO TD)$ 8 1.00

22.10.0 TA+LERO TD)5 8 1.00

22.10.0 TA+LERO TD) 8 1.00

22.10.0 TA+LERO TD) 8 1.00

22.10.0 TA+LERO TD) 8 1.00

22.10.10 TA+LERO TE)RESER(A. 8 1.00

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22.11.00 FIBRA OPTICA 8+ '><*+

22.11.01 E;@68: <66 f4@6 :<;4c6 8, 2 "

E;686 # ,!686 6 S66 8, >,;69 # 6c,4;,9. 1.00

22.11.02 E?c6>6c47 8, 66 <66 c6@, ,;,68:& c:"<6c;6c47 # 9,646c47 " 1.00

22.11.03 M,84c47 # <:;:c::9 8, <,@69 6 %9;. EJc;4c69. !@ 1.00

22.11.0$ AB4, 8, A86"4:9 ) %9;66c4:,9 EJc;4c69. ",9 2.00

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O SF'()* : ENERO )201$

%'()+ : APDC

LARO ANC%O ALTURA PARCIAL TOTAL

120.00

  84: = $.00 30.00 120.00

120.00

  84: = $.00 30.00 120.00

1.00 1.00

,6 = 530.00 530.00 530.00

1&00.00,6 = 530.00 1&00.00

$.53

$.53

0.00

.5

25.0

,6 = 110.00 1.30 1$3.00

,6 = 51.00 1.30 .30

,6 = 3.00 1.30 $.$0

5.5$

5.5$

.5

.5

3.5

,6 = 5.00 0.05 3.5

2$0.50,6 = 5.00 1.30 .50

,6 = 110.00 1.30 1$3.00

,6 = 3.00 1.30 $.$0

$.00

20.00 F6c;:= 0.20 $.00

$.00

,6 = $.00 $.00

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E9<:6 = 1.15 1.15 1.15

E9<:6 = 1.15 1.$$ 1.$$

$.$ $.$

$.53 $.53

1.2$ 1.2$

.3 .3

11.$0 11.$0

20.00 20.00

REF REF

0.3 0.3

.20 .20

5.30 5.30

1.0 1.0

REF

,6 = $.3 $.3,6 = REF REF

.00

.00

0.00

0.00

1.00 1.00

1.00 1.00

1.50 1.50

1.00 1.00

1.00 1.00

.00

,6 = .00 .00

13.0

,6 = 13.0 13.0

1.

,6 = 0.2 0.2

,6 = 0.5 0.5

5.5$

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5.5$

1.12

1.12

123.23 123.23

.3

.3

.5

.5

511. 511.

$.3

0.15 0.30 $.50 1.2

0.15 0.30 $.50 1.2

0.15 0.15 $.50 0.30

0.0 0.15 2.00 1.0

53.55

0.30 $.50 2$.30

0.30 $.50 21.0

0.15 $.50 $.05

0.15 2.00 3.0

$5.1 $5.1

12.00 12.00

135.00 135.00

20.05 20.05

2.25 2.25

2.0 2.0

130.1 130.1

12.50 12.50

2.00 2.00

150.00 150.00

1&500.00 1&500.00

&1.0 &1.0

1&0.11 1&0.11

300.00 300.00

1.00 1.00

0.00 0.00

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1.00 1.00

3&100.5 3&100.5

1&250.00 1&250.00

51.00 51.00

5.00 5.00

250.00 250.00125.00 125.00

1.00 1.00

30.00 30.00

10.$2 10.$2

0.50 0.50

3.00 3.00

155.$0 155.$0

10.$0

2.00 2.0 .$0

$0.00 2.0 112.00

13.0

2.00 0.20 5.0

$0.00 0.20 .00

0.0 0.0

20.00 20.00

50.00 50.00

132.00 132.00

13. 13.

.00 .00

155.$0 155.$0

31.50 31.50

5!0.00435.00

40.00

35.00

50.00

25.00 25.00

252.00 252.00

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1.0 1.0

!35.!0 !35.!0

204.00 204.00

2.50 2.50

12.0012.00 12.00

13.50

11.00 11.00

21.00 21.00

3.50 3.50

103.00 103.00

52.00

15.00 15.0025.00 25.00

12.00 12.00

30.00

30.00 30.00

202.50

12.00

10.50

.00

.00

3.00

3.00

.00

.00

35.2

1.2 1.2$.50 1.00

13.

13. 13.

3.00

12.00 12.00

2$.00 2$.00

1.00

1.00

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$.00

$.00

1.00

1.00

2.00

2.00

3.003.00

.00

.00

.00

.00

$.00

$.00

3.00

3.00

20.00

20.00

3.00

3.00

1$.00 1$.00

3.00 3.00

3.00 3.00

1$.00 1$.00

$.00 $.00

3.00 3.00

1.00 1.00

1.00 1.00

$.00

1.00 1.00

13.00 13.00

.00

.00 .00

32.00 32.00

12.00

12.00 12.00

.00

.00 .00

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1.00

12.00 12.00

$.00 $.00

130.00

130.00 130.00

30.0030.00 30.00

1$.00 1$.00

10.00 10.00

2.00 2.00

2.00 2.00

20.00 20.00

30.00 30.00

2.00 2.00

2.00 2.00

0.00 0.00

30.00 30.00

2.00

2.00

32.00

32.00

1.001.00

3.00

3.00

.00

$.00

1.00 1.00

1.00 1.00

2$.002$.00 2$.00

.00 .00

.00

.00

2.00 2.00

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2.00 2.00

2.00 2.00

2.00 2.00

2.00 2.00

1.00 1.00

1.00 1.001.00 1.00

1.00 1.00

1.00 1.00

1.00 1.00

1.00 1.00

1.00 1.00

1.00 1.00

1.00 1.00

1.00 1.00

.00 .00

10.00 10.00

2.00 2.00

.00 .00

5.00 5.00

1.00 1.00

1.00 1.00

.00 .00

1.00 1.00

1.00 1.00

2.00 2.00

.00 .00

.00 .00

.00 .00

.00 .00

10.00 10.00

.00 .00

$.00 $.00

5.00 5.001.00 1.00

$.00 $.00

10.00 10.00

.00 .00

1.00 1.00

.00 .00

1.00 1.00

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1.00 1.00

1.00 1.00

1.00 1.00

2.00 2.00

$5.00

$5.00 $5.00

$2.50

$2.50 $2.50

0.00

0.00 0.00

50.00 50.00 50.00

2.00 2.00 2.00

10.00 10.00 10.00

.00 .00 .00

5.00 5.00 5.00

0.00 0.00 0.00

.00 .00 .00

$.00 $.00 $.00

50.00 50.00 50.00

$0.00 $0.00 $0.00

20.00 20.00 20.00

15.00 15.00 15.00

$0.00 $0.00 $0.003.00 3.00 3.00

$0.00 $0.00 $0.00

3.00 3.00 3.00

20.00 20.00 20.00

12.00 12.00 12.00

50.00 50.00 50.00

$2.00 $2.00 $2.00

3.00 3.00 3.00

20.00 20.00 20.00

2.00 2.00 2.00

20.00 20.00 20.00

1.00 1.00 1.0010.00 10.00 10.00

0.00

15.00 15.00

120.00 120.00

5.00 5.00

130.00 130.00

0.00 0.00

0.00 0.00

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$20.00

120.00 120.00

10.00 10.00

0.00 0.00

0.00 0.00

00.00

130.00 130.00

130.00 130.00130.00 130.00

130.00 130.00

0.00 0.00

0.00 0.00

220.00

120.00 120.00

100.00 100.00

0.00

10.00 10.00

120.00 120.00

210.00 210.00

100.00 100.00

0.00 0.00

0.00 0.00

100.00

$0.00 $0.00

0.00 0.00

50.00

30.00 30.0020.00 20.00

20.00

120.00 120.00

0.00 0.00

0.00 0.00

$0.00 $0.00

1&032.2 1&032.2 1&032.2

2.00

2.00

1.00 1.00

30.00 30.00

25.00 25.00

2.00 2.00

$0.00 $0.00

$0.00 $0.00

3.00

30.00

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0.00

15.00 15.00

2.00

50.00

12.00

30.00 30.00

0.00 0.00

15.00 15.00

50.00 50.00

12.00 12.00

15.00 15.00

20.00 20.00

10.00 10.00

10.00 10.00

10.00 10.00

10.00 10.00

3.00 3.00

15.00 15.00

0.00 0.00

2.00 2.00

1.00 1.00

2.00 2.00

1.00 1.00

1.00 1.00

1.00

15.00

2.00

2.00 2.0010.00 10.00

1.00 1.00

2.00 2.00

2.00 2.00

1.00 1.00

2.00 2.00

1.00 1.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

1.00 1.00

1.00 1.00

1.00 1.00

1.00 1.00

1.00 1.00

1.00 1.00

1.00 1.00

1.00 1.00

1.00 1.00

1.00 1.00

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$0.00

$0.00 $0.00

20.00 20.00 20.00

1.00 1.00

2.00 2.00

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METRADO

P** ELEMENTO ECAVACION CON EQUI

N DESCRIPCION CANT. MEDIDAS * )

03.00.00 OBRAS DE CONCRETO SIMPLE

03.01.00 C'+ C+('+ C(+/'+.

EE A)A.

C:;, ). 1 $.0 0.50 1.00

EE C)C.

C:;, ). 1 1.00 0.50 1.00

EE K)K.

C:;, ). 1 3.55 0.50 1.00

TOTAL M3 :

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 DE CONCRETO SIMPLE

PO SOLADO CONCRETO CICLOPEO

TOTAL M3 MEDIDAS TOTAL M2 MEDIDAS TOTAL M3 MEDI * * ) PERIM.

  2.0$ $.0 0.50 2.0$ $.0 0.50 1.00 2.0$ 2.00

0.50 1.00 0.50 0.50 1.00 0.50 1.00 0.50 2.00

1. 3.55 0.50 1. 3.55 0.50 1.00 1. 2.00

4.53 TOTAL M3 : 4."4 TOTAL M3 : 4.53 TOTAL M2 :

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NCOFRADO

DAS TOTAL M2LON.

  $.0 .1$

1.00 2.00

3.55 .10

1".24

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P** ELEMENTO ECAVACION CON EQUIPO

N DESCRIPCION CANT.MEDIDAS

TOTAL M

* )

05.00.00 OBRAS DE CONCRETO ARMADO

05.01.00 Z*/**8

ZAPATA Z)2 2 1.0 1.0 0.5 3

2

ZAPATA Z)3 3 1.00 1.00 0.5 1

3

TOTAL M3 : 5

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METRADO DE CONCRETO ARMADO

CONCRETO ?(& 210 @( ENCOFRADO FIERRO EN C ELEMENTO

TOTAL M2MEDIDAS

TOTAL M3MEDIDAS

TOTAL M2 DIAM. CANT. LON

* ) PERIM. LON.

  5.12 1.0 1.0 0.5 3.33 .$0 0.5 .32 1/2 12

  ) ) ) ) ) 1/2 12

  3.00 1.00 1.00 0.5 1.5 $.00 0.5 .0 1/2

  ) ) ) ) ) 1/2

  ) ) )

TOTAL POR D%AM. EN M.

TOTAL POR D%AM. EN KG.

#.93 TOTAL M3 : 5.54 TOTAL M2 : 1!.12 TOTAL ENERAL EN .

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LONITUD TOTAL

14 # 3# 12 12 5# 34 1

0.250 0.395 0.5!0 0.### 0.994 1.552 2.235 3.9"3

3.$0

3.$0

22.0

22.0

11.

11.2

12

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P** ELEMENTO ECAVACION CON EQUIPO

N DESCRIPCION CANT.MEDIDAS MEDI

* )

05.00.00 OBRAS DE CONCRETO ARMADO

05.02.00 C'+ A*+.

EE A)A.

C:;, 1)1. 1 12.00 0.25 1.02 3.0 12.00

1

1

C:;, ). 1 $.0 0.50 0.30 0.1 $.0

1

EE +)+.

C:;, 2)2. 1 3.$5 0.25 1.00 0. 3.$5

1

1

C:;, 1)1. 1 1.12 0.25 1.02 0.2 1.12

1

1

C:;, 5)5. 1 $.0 0.15 0.0 0.$ $.0

1

TOTAL

M3

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P** ELEMENTO ECAVACION CON EQUIPO

N DESCRIPCION CANT.MEDIDAS MEDI

* )

TOTAL

M3

EE C)C.

C:;, 1)1. 1 .50 0.25 1.02 1. .50

1

1

C:;, 2)2. 1 3.00 0.25 1.00 0.5 3.00

1

1

C:;, 5)5. 1 $.0 0.15 0.0 0.50 $.0

1

C:;, ). 1 0.0 0.50 0.30 0.12 0.0

1

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P** ELEMENTO ECAVACION CON EQUIPO

N DESCRIPCION CANT.MEDIDAS MEDI

* )

TOTAL

M3

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P** ELEMENTO ECAVACION CON EQUIPO

N DESCRIPCION CANT.MEDIDAS MEDI

* )

TOTAL

M3

TOTAL M3 : #."5 TOTAL M3

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METRADO DE CONCRETO ARMADO

CONCRETO ?(& 210 @( ENCOFRADO FIERRO EN C ELEMENTO

MEDIDASTOTAL M3

MEDIDASTOTAL M2 DIAM CANT LON

!

* ) PERIM. LON. 0.22

  12.00 0.25 1.02 3.0 2.0$ 12.00 2$.$ 1/2 13.00

 3/ 5 13.00

 1/$ 52 2.5

  $.0 0.25 0.30 0.31 0.0 $.0 2.$$ 1/2 $ $.0

 1/$ 1 1.2$

  3.$5 0.25 1.00 0. 2.00 3.$5 .0 1/2 3.50

 3/ 5 3.50

 1/$ 1 2.5$

  1.12 0.25 1.02 0.2 2.0$ 1.12 2.2 1/2 1.12

 3/ 5 1.12

 1/$ 2.5

  $.0 0.15 0.0 0.$ 1.50 $.0 .0 3/ 25 1.25

 3/ 10 $.0

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METRADO DE CONCRETO ARMADO

CONCRETO ?(& 210 @( ENCOFRADO FIERRO EN C ELEMENTO

MEDIDASTOTAL M3

MEDIDASTOTAL M2 DIAM CANT LON

!

* ) PERIM. LON. 0.22

  .50 0.25 1.02 1. 2.0$ .50 13.2 1/2 .50

 3/ 5 .50

 1/$ 30 2.5

  3.00 0.25 1.00 0.5 2.00 3.00 .00 1/2 3.00

 3/ 5 3.00

 1/$ 1 2.5$

  $.0 0.15 0.0 0.50 1.50 $.0 .20 3/ 2 $.0

 3/ 10 $.0

  0.0 0.25 0.30 0.0 0.0 0.0 0.$ 1/2 $ 0.0

 1/$ 5 1.2$

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METRADO DE CONCRETO ARMADO

CONCRETO ?(& 210 @( ENCOFRADO FIERRO EN C ELEMENTO

MEDIDASTOTAL M3

MEDIDASTOTAL M2 DIAM CANT LON

!

* ) PERIM. LON.0.222

TOTAL POR D%AM. EN M.

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METRADO DE CONCRETO ARMADO

CONCRETO ?(& 210 @( ENCOFRADO FIERRO EN C ELEMENTO

MEDIDASTOTAL M3

MEDIDASTOTAL M2 DIAM CANT LON

!

* ) PERIM. LON.0.222

TOTAL POR D%AM. EN KG.

TOTAL M3 : #.3" TOTAL M2 : !9.95 TOTAL ENERAL EN .

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LONITUD TOTAL

# 3# 12 12 5# 34 1

0.395 0.5!0 0.### 0.994 1.552 2.235 3.9"3

.00

5.00

1.2

21.00

1.50

.2

5.0

31.25

$.00

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LONITUD TOTAL

# 3# 12 12 5# 34 1

0.395 0.5!0 0.### 0.994 1.552 2.235 3.9"3

3.00

32.50

1.00

15.00

12$.0

$.00

3.20

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LONITUD TOTAL

# 3# 12 12 5# 34 1

0.395 0.5!0 0.### 0.994 1.552 2.235 3.9"3

35.5 12.20

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LONITUD TOTAL

# 3# 12 12 5# 34 1

0.395 0.5!0 0.### 0.994 1.552 2.235 3.9"3

215. 11.11

511.!#

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P6;486 ELEMENTO EWCA(AC%ON

 NX DESCR%PC%ON CANT.MED%DAS

TOT

6 H03.00.00 OBRAS DE CONCRETO SIMPLE

03.02.00 S+<'('+8

E,E A-A

CORTE 1)1 1 2.30 0.0 0.0

CORTE 2)2 1 . 0.0 0.0

E,E !-! 1 0.00 0.00

CORTE 2)2 1 $.5 0.0 0.0

CORTE 2)2 1 $.50 0.0 0.0

CORTE 2)2 1 5.30 0.0 0.0

CORTE 1)1 1 3.5 0.0 0.0

CORTE 2)2 1 2.$5 0.0 0.0

CORTE 2)2 1 .13 0.0 0.0

E,E - 1 0.00 0.00

CORTE 2)2 1 2.35 0.0 0.0

CORTE $)$ 1 0.0 0.0 1.$0

CORTE 2)2 1 $.50 0.0 0.0

CORTE 2)2 1 3.2 0.0 0.0

CORTE $)$ 1 13.0 0.0 1.$0

E,E 4-4 1 0.00 0.00

CORTE 3)3 1 .15 0.0 0.0

CORTE 3)3 1 $.5 0.0 0.0

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CORTE 3)3 1 5.0 0.0 0.0

CORTE 3)3 1 $.2 0.0 0.0

CORTE 3)3 1 2. 0.0 0.0

CORTE 3)3 1 3.22 0.0 0.0

E,E ?-? 1 0.00 0.00

CORTE ) 1 .25 0.0 0.0

CORTE 5)5 1 15.20 0.0 1.$0

E,E 1-1 1 0.00 0.00

CORTE 5)5 1 .00 0.0 1.$0

E,E 3-3 1 0.00 0.00

CORTE ) 1 $.5 0.0 0.0

CISTERNA 1 0.00 0.00

CORTE ) 1 1.2 0.0 0.0

CORTE ) 1 1. 0.0 0.0

CORTE ) 1 2.0 0.0 0.0

1 0.00 0.00

1

1

TOTAL M3

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METRADO DE CONCRETO ARMADO

SOLADO CONCRETO f'c= 210 !/c"* ENCOFRADO F%ERRO EN

DASTOTAL M2

MED%DASTOTAL M3

MED%DASTOTAL M2 D%AM. CA

6 6 H PER%M. LONG.

  0.0 1.$ 2.30 0.0 0.0 1.$ 2.30 0.0 1.$

0.0 5.5 . 0.0 0.0 $.$5 . 0.0 5.5

) ) ) ) ) ) )

0.0 3. $.5 0.0 0.0 3.1 $.5 0.0 3.

0.0 3.0 $.50 0.0 0.0 2. $.50 0.0 3.0

0.0 $.2$ 5.30 0.0 0.0 3.3 5.30 0.0 $.2$

0.0 3.1 3.5 0.0 0.0 2.53 3.5 0.0 3.1

0.0 1. 2.$5 0.0 0.0 1.5 2.$5 0.0 1.

0.0 $.0 .13 0.0 0.0 3.2 .13 0.0 $.0

) ) ) ) ) ) )

0.0 1. 2.35 0.0 0.0 1.50 2.35 0.0 1.

0.0 0.$ 0.0 0.0 1.$0 0.0 0.0 1.$0 1.12

0.0 3.0 $.50 0.0 0.0 2. $.50 0.0 3.0

0.0 2. 3.2 0.0 0.0 2.3 3.2 0.0 2.

0.0 10. 13.0 0.0 1.$0 15.3$ 13.0 1.$0 1.1

) ) ) ) ) ) )

0.0 5.2 .15 0.0 0.0 $.5 .15 0.0 5.2

0.0 3.0 $.5 0.0 0.0 3.0$ $.5 0.0 3.0

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  0.0 $.$ 5.0 0.0 0.0 3.1 5.0 0.0 $.$

0.0 3. $.2 0.0 0.0 3.0 $.2 0.0 3.

0.0 2.3 2. 0.0 0.0 1. 2. 0.0 2.3

0.0 2.5 3.22 0.0 0.0 2.0 3.22 0.0 2.5

) ) ) ) ) ) )

0.0 5.00 .25 0.0 0.0 $.00 .25 0.0 5.00

0.0 12.1 15.20 0.0 1.$0 1.02 15.20 1.$0 21.2

) ) ) ) ) )

0.0 .20 .00 0.0 1.$0 10.0 .00 1.$0 12.0

) ) ) ) ) ) )

0.0 2. $.5 0.0 0.0 1. .0 0.0 5.$

) ) ) ) ) ) )

0.0 10.0 1.2 0.0 0.0 .0 1.2 0.0 10.0

0.0 1.0 1. 0.0 0.0 0.$ 1. 0.0 1.0

0.0 1. 2.0 0.0 0.0 1.01 2.0 0.0 1.

) ) ) ) ) ) )

TOTAL POR D%A

TOTAL POR D%A

112.$2 TOTAL M3 110.2 TOTAL M2 13.1 TOTAL GENERAL

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LONG%TUD TOTAL

"" 1/$ "" 3/ 12"" 1/2 5/ 3/$

0.222 0.250 0.35 0.50 0. 0.$ 1.552 2.235

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REF

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MET

P6;486 ELEMENTO CONCRETO f'c= 20 !/c"*

 NX DESCR%PC%ON CANT.MED%DAS

TOT 6 H

05.00.00 OBRAS DE CONCRETO ARMADO

05.02.00 COLUMNAS

D+++8

EE A)A

C) 3 0.35 0.20 2.0

E9;4@: 3

S  3

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 TOTAL M3

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  O ARMADO

ENCOFRADO F%ERRO EN C/ ELEMENTO

DASTOTAL M2 D%AM. CANT. LONG.

"" 1/$ "" 3/

LONG. 0.222 0.250 0.35 0.50

  2.0 .2$ 1/2 2.0

  ) 3/ 21.5 1.12 2.2

 3/ 21.5 0.$5 2.0

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TOTAL POR D%AM. EN M.

TOTAL POR D%AM. EN KG.

  .0 TOTAL GENERAL EN KG.

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  L

1/2 5/ 3/$ 1

0.$ 1.552 2.235 3.3

50.$0

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  )

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P6;486 ELEMENTO SOLADO

 NX DESCR%PC%ON CANT.MED%DAS

TOTAL M2

6

01.00.00 OBRAS DE CONCRETO ARMADO

01.01.00 (%GA DE C%MENTAC%ON )

3 SOTANO )

(%GA (C)1 ) EE +)+ 1 $.0 0.$0 1.2 $.0

(%GA (C)1 ) EE +)+ 1 1.5 0.$0 0.$ 1.5

1 )

1 )

1 )

1 )1 )

1 )

(%GA (C)2 EE C)C 1 $.30 0.$0 1.2 $.30

(%GA (C)2 EE C)C 1 2.$ 0.$0 1.0 2.$

1 )

1 )

1 )

1 )

1 )

1 )

(%GA (C)3 EE D)D 1 3.10 0.$0 1.2$ 3.10

1 )

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1 $.00 0.$0 1.0 $.00

1 )

1 )

1 )

1 )

1 )

1 )

1 )

(%GA (C)$ EE E)E 1 $.50 0.$0 1.0 $.50

1 ) )

1 )

1 ) )

1 )

1 )

(%GA (C)5 EE F)F 1 5.10 0.$0 2.0$ 5.10 1 ) )

1 )

1 )

1 )

1 )

1 )

)

)

)

TOTAL M3 12.12 TOTAL M3

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METRADO DE CONCRETO ARMADO

CONCRETO f'c= 110 !/c"* ENCOFRADO F%ERRO EN C/ ELEMENTO

TOTAL M2MED%DAS

TOTAL M3MED%DAS

TOTAL M2 D%AM. CANT. LON

6 H PER%M. LONG.

  2.30 $.0 0.$0 1.00 1 .2 .0 1.00 .0 1 3

  0. 1.5 0.$0 1.00 0 .$ 3.0 1.00 3.0 1 3

  ) ) ) 1 3

  ) ) ) 1 3

  ) ) ) 1 3

  ) ) ) 1 3  ) ) ) 1/2 $

  ) ) ) 3/ 52

  2.0 $.30 0.$0 1.00 1 .2 .0 1.00 .0 1 3

  1.2 2.$ 0.$0 1.00 1 .0 5.2 1.00 5.2 1 3

  ) ) ) 1 3

  ) ) ) 1 3

  ) ) ) 1 3

  ) ) ) 1 3

  ) ) ) 1/2 $

  ) ) ) 3/ 0

  1.$ 3.10 0.$0 1.00 1 .2$ .20 1.00 .20 1 $

  1.55 0.$0 0.$0 0.25 3.10 0.$0 1.2$ 1 2

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  1.2 $.00 0.$0 1.00 1.0 .00 1.00 .00 1 2

  ) 1.10 0.$0 0.30 0.13 2.20 0.30 0. 1 3

  ) ) ) 1 3

  ) ) ) 1 3

  ) ) ) 1 3

  ) ) ) 1 3

  ) ) ) 1/2 $

  ) ) ) 3/ 0

  2.1 $.50 0.$0 1.00 1.0 .00 1.00 .00 1 3

  ) 1.05 0.$0 0.20 0.0 2.10 0.20 0 .$2 1 3

  ) ) ) ) 1 3

  ) ) ) ) ) 1 3

  ) ) ) ) ) 1/2 $

  ) ) ) 3/ 35

  2.$5 5.10 0.$0 1.00 2.0$ 10.20 1.00 10.20 1 3

  ) 0.0 0.$0 0.30 0.11 1.0 0.30 0 .5$ 1 3

  ) 0.5 0.$0 0.30 0.0 1.50 0.30 0 .$5 1 3

  ) ) ) 1/2 $

  ) ) ) 3/ 3

  ) ) )

) ) )

TOTAL POR D%AM. EN M.

TOTAL POR D%AM. EN KG.

15. TOTAL M3 13.$2 TOTAL M2 3. TOTAL GENERAL EN KG.

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LONG%TUD TOTAL

1/$ "" 3/ 12"" 1/2 5/ 3/$ 1

0.250 0.35 0.50 0. 0.$ 1.552 2.235 3.3

$

$

51.52

1$.20

$

$

55.$

11.00

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.0

$.0

11.55

.1

12.30

.35.0

11.00

2.00

2.00

12.3

10.0

31.20

.5

2.$0

2.$0

12.

31.00

102.0

2.55 22.$ 50.11

3.3 22.2 230$.

312$.2

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METR

Partida ELEMENTO CONCRETO f'c= 280 kg/cm²

N" !E#CR$PC$ON CNT.ME!$!#

TOT

& a

01.00.00 OBRAS DE CONCRETO ARMADO

01.01.00 M(RO# NCL!O#

ANILLO PERIMETRAL } %) #OTNO d*& +11.,5 L NFP - +8.00

EJE A-A 1

CORTE 1+1 1 1.00 0.%5 %.,5

1

1

1

1

1

1

CORTE 2+2 1 .05 0.%5 %.,5

1

1

1

1

1

#TONE# EN NCLE# %

EJE 6-6 1

CORTE 2+2 1 ,.5, 0.%5 %.,5

1

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1

1

1

1

CORTE 2+2 1 .00 0.%5 %.,5

1

1

1

1

1

CORTE 2+2 1 .0 0.%5 %.,5

1

1

1

1

1

CORTE 1+1 1 ,.55 0.%5 %.,5

1

1

1

1

1

CORTE 2+2 1 3.35 0.%5 %.,5

1

1

1

1

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1

CORTE 2+2 1 .55 0.%5 %.,5

1

1

1

1

1

#TONE# EN NCLE#

EJE G-G 1

CORTE 2+2 1 3.22 0.%5 %.,5

1

1

1

1

1

CORTE 2+2 / 3+3 1 8.35 0.%5 %.,5

1

1

1

1

1

P&aca Ci4t*ra 1 2.%0 0.20 %.05

1

1

CORTE 2+2 1 5.5 0.%5 %.,5

1

1

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1

1

1

CORTE 2+2 / 3+3 1 ,.8 0.%5 %.,5

1

1

1

1

1

CORTE 2+2 / 3+3 1 5.%1 0.%5 %.,5

1

1

1

1

1

P&aca Ci4t*ra 1 13.2% 0.20 %.05

1

1

#TONE# EN NCLE#

EJE 1-1 1

CORTE 5+5 1 ,.50 0.%5 %.,5

1

1

1

1

1

P&aca Ci4t*ra 1 .80 0.20 %.05

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1

1

EJE G'-G' 1

CORTE 5+5 1 11.0 0.%5 %.,5

1

1

1

1

1

P&aca Ci4t*ra 1 13.25 0.20 %.05

1

1

CORTE ,+, 1 ,.10 0.%5 %.,5

1

1

1

1

1

#TONE# EN NCLE# 8

EJE 4-4 1

CORTE %+% 1 8.5 0.% %.,5

1

1

1

1

1

CORTE %+% 1 .0 0.% %.,5

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1

1

1

1

1

CORTE %+% 1 .85 0.% %.,5

1

1

1

1

1

CORTE %+% 1 ,.0 0.% %.,5

1

1

1 1

1

CORTE %+% 1 3.0 0.% %.,5

1

1

1

1

1

CORTE %+% 1 2.0 0.% %.,5

1

1

1

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1

1

#TONE# EN NCLE# 1%

1

1

TOTL M% -

Partida ELEMENTO CONCRETO f'c= 280 kg/cm²

N" !E#CR$PC$ON CNT.ME!$!#

TOT& a

01.00.00 OBRAS DE CONCRETO ARMADO

01.01.00 M(RO# NCL!O#

TERCER ANILLO 2) #OTNO d*& NFP+8.00 a& NFP +3.5

EJE A-A 1

CORTE 1+1 1 1.00 0.%5 %.05

1

1

1

1

CORTE 2+2 1 .05 0.%5 %.05

1

1

1

1

#TONE# EN NCLE# %

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EJE 6-6 1 ,.5, 0.%5 %.05

CORTE 2+2 / 1

1

1

1

CORTE 2+2 1 .00 0.%5 %.05

1

1

1

1

1

CORTE 2+2 1 .0 0.%5 %.05

1

1

1

1

1

CORTE 1+1 1 ,.55 0.%5 %.05

1

1

1

1

1

CORTE 2+2 1 3.35 0.%5 %.05

1

1

1

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1

1

CORTE 2+2 1 .55 0.%5 %.05

1

1

1

1

#TONE# EN NCLE#

1

EJE G-G 1

CORTE 2+2 1 3.22 0.%5 %.05

1

1

1

1

1

CORTE 2+2 / 3+3 1 8.35 0.%5 %.05

1

1

1

1

1

CORTE 2+2 1 5.5 0.%5 %.05

1

1

1

1

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1

CORTE 2+2 / 3+3 1 ,.8 0.%5 %.05

1

1

1

1

1

CORTE 2+2 / 3+3 1 5.%1 0.%5 %.05

1

1

1

1

1

#TONE# EN NCLE# 8

EJE 1-1 1

CORTE 5+5 1 ,.50 0.%5 %.05

1

1

1

1

1

EJE G'-G' 1

CORTE 5+5 1 11.0 0.%5 %.05

1

1

1

1

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1

CORTE ,+, 1 ,.10 0.%5 %.05

1

1

1

1

1

#TONE# EN NCLE#

EJE 4-4 1

CORTE %+% 1 8.5 0.% %.05

1

1

1

1

1

CORTE %+% 1 .0 0.% %.05

1

1

1

1

1

CORTE %+% 1 .85 0.% %.05

1

1

1

1

1

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CORTE %+% 1 ,.0 0.% %.05

1

1

1

1

1

CORTE %+% 1 3.0 0.% %.05

1

1

1

1

1

CORTE %+% 1 2.0 0.% %.05

1

1 1

1

#TONE# EN NCLE# 1%

1

1

1

TOTL M% -

Partida ELEMENTO CONCRETO f'c= 280 kg/cm²

"ME!$!#

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.& a

01.00.00 OBRAS DE CONCRETO ARMADO

01.01.00 M(RO# NCL!O#

SEGUNDO ANILLO 1) #OTNO !EL NFP +3.5 a& NFP +1.0

EJE A-A 1

#TONE# EN NCLE# %

CORTE 1+1 1 1.00 0.%5 %.25

1

1

1

1

CORTE 2+2 1 .05 0.%5 %.25

1

1

1

EJE 6-6 1

CORTE 2+2 1 ,.5, 0.%5 %.25

1

1

1

1

CORTE 2+2 1 .00 0.%5 %.25

1

1

1

1

1

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CORTE 2+2 1 .0 0.%5 %.25

1

1

1

1

1

CORTE 1+1 1 ,.55 0.%5 %.25

1

1

1

1

1

CORTE 2+2 1 3.35 0.%5 %.25

1

1

1

1

1

CORTE 2+2 1 .55 0.%5 %.25

1

1

1

1

#TONE# EN NCLE#

1

EJE G-G 1

CORTE 2+2 1 3.22 0.%5 %.25

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1

1

1

1

1

CORTE 2+2 / 3+3 1 8.35 0.%5 %.25

1

1

1

1

1

CORTE 2+2 1 5.5 0.%5 %.25

1

1

1

1

1

CORTE 2+2 / 3+3 1 ,.8 0.%5 %.25

1

1

1

1

1

CORTE 2+2 / 3+3 1 5.%1 0.%5 %.25

1

1

1

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1

#TONE# EN NCLE# 8

1

EJE 1-1 1

CORTE 5+5 1 ,.50 0.%5 %.25

1

1

1

1

1

EJE G'-G' 1

CORTE 5+5 1 11.0 0.%5 %.25

1

1

1

1

#TONE# EN NCLE#

1

CORTE ,+, 1 ,.10 0.%5 %.25

1

1

1

1

1

EJE 4-4 1

CORTE %+% 1 8.5 0.% %.25

1

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1

1

1

1

CORTE %+% 1 .0 0.% %.25

1

1

1

1

1

CORTE %+% 1 .85 0.% %.25

1

1

1

1 1

CORTE %+% 1 ,.0 0.% %.25

1

1

1

1

1

CORTE %+% 1 3.0 0.% %.25

1

1

1

1

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1

CORTE %+% 1 2.0 0.% %.25

1

1

1

1

#TONE# EN NCLE# 1%

1

1

1

TOTL M% -

Partida ELEMENTO CONCRETO f'c= 280 kg/cm²

N" !E#CR$PC$ON CNT.ME!$!#

TOT& a

01.00.00 OBRAS DE CONCRETO ARMADO

01.01.00 M(RO# NCL!O#

1° ANILLO #EM$#OTNO !EL NFP +1.0 a& N$6EL 0.00

EJE A-A 1

#TONE# EN NCLE# %

CORTE 1+1 1 1.00 0.%5 1.0

1

1 1

1

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CORTE 2+2 1 .05 0.%5 1.0

1

1

1

EJE 6-6 1

CORTE 2+2 1 ,.5, 0.%5 1.0

1

1

1

1

CORTE 2+2 1 .00 0.%5 1.0

1

1

1

1

1

CORTE 2+2 1 .0 0.%5 1.0

1

1

1

1

1

CORTE 1+1 1 ,.55 0.%5 1.0

1

1

1

1

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1

CORTE 2+2 1 3.35 0.%5 1.0

1

1

1

1

1

CORTE 2+2 1 .55 0.%5 1.0

1

1

1

1

#TONE# EN NCLE#

1

EJE G-G 1

CORTE 2+2 1 3.22 0.%5 1.0

1

1

1

1

1

CORTE 2+2 / 3+3 1 8.35 0.%5 1.0

1

1

1

1

1

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CORTE 2+2 1 5.5 0.%5 1.0

1

1

1

1

1

CORTE 2+2 / 3+3 1 ,.8 0.%5 1.0

1

1

1

1

1

CORTE 2+2 / 3+3 1 5.%1 0.%5 1.0

1

1

1

1

#TONE# EN NCLE# 8

1

EJE 1-1 1

CORTE 5+5 1 ,.50 0.%5 1.0

1

1

1

1

1

EJE G'-G' 1

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CORTE 5+5 1 11.0 0.%5 1.0

1

1

1

1

1

CORTE ,+, 1 ,.10 0.%5 1.0

1

1

1

1

#TONE# EN NCLE#

1

EJE 4-4 1

CORTE %+% 1 8.5 0.% 1.0

1

1

1

1

1

CORTE %+% 1 .0 0.% 1.0

1

1

1

1

1

CORTE %+% 1 .85 0.% 1.0

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1

1

1

1

1

CORTE %+% 1 ,.0 0.% 1.0

1

1

1

1

1

CORTE %+% 1 3.0 0.% 1.0

1

1

1 1

1

CORTE %+% 1 2.0 0.% 1.0

1

1

1

1

#TONE# EN NCLE#

1

1

1

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TOTL M% -

Partida ELEMENTO CONCRETO f'c= 280 kg/cm²

N" !E#CR$PC$ON CNT.ME!$!#

TOT& a

01.00.00 OBRAS DE CONCRETO ARMADO

01.01.00 M(RO# NCL!O#

1° ANILLO #EM$#OTNO !EL NFP 0.00 a& N$6EL 1.5

EJE A-A 1

CORTE 1+1 1 1.00 0.%5 1.5

1

1

1

1

CORTE 2+2 1 .05 0.%5 1.5

1

1

1

EJE 6-6 1

CORTE 2+2 1 ,.5, 0.%5 1.5

1

1

1

1 CORTE 2+2 1 .00 0.%5 1.5

1

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1

1

1

1

CORTE 2+2 1 .0 0.%5 1.5

1

1

1

1

1

CORTE 1+1 1 ,.55 0.%5 1.5

1

1

1

1

1

CORTE 2+2 1 3.35 0.%5 1.5

1

1

1

1

1

CORTE 2+2 1 .55 0.%5 1.5

1

1

1

1

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EJE G-G 1

CORTE 2+2 1 3.22 0.%5 1.5

1

1

1

1

1

CORTE 2+2 / 3+3 1 8.35 0.%5 1.5

1

1

1

1

1

CORTE 2+2 1 5.5 0.%5 1.5

1

1

1

1

1

CORTE 2+2 / 3+3 1 ,.8 0.%5 1.5

1

1

1

1

1

CORTE 2+2 / 3+3 1 5.%1 0.%5 1.5

1

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1

1

1

EJE 1-1 1

CORTE 5+5 1 ,.50 0.%0 1.5

1

1

1

1

1

EJE G'-G' 1

CORTE 5+5 1 11.0 0.%0 1.5

1

1

1

1

1

CORTE ,+, 1 ,.10 0.%0 1.5

1

1

1

1

EJE 4-4 1

CORTE %+% 1 8.5 0.%0 1.5

1

1

1

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1

1

CORTE %+% 1 .0 0.%0 1.5

1

1

1

1

1

CORTE %+% 1 .85 0.%0 1.5

1

1

1

1

1

CORTE %+% 1 ,.0 0.%0 1.5 1

1

1

1

1

CORTE %+% 1 3.0 0.%0 1.5

1

1

1

1

1

CORTE %+% 1 2.0 0.%0 1.5

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1

1

1

1

1

TOTL M% -

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O ARMADO

NCOFR!O F$ERRO EN C/ ELEMENTO LON7$T(!

!#TOTL M2 !$M. CNT. LON7.

,mm 1/3 8mm %/8 1

LON7. 0.222 0.250 0.%5 0.5,0 0

  +

%.,5 %.,5 %/8 % 2.%0 ,.0

  + + 1/2 28 %.,,

  + + 1/2 3 3.80

  + + 1/2 3 5.10

  + 5/8 3 3.00

  + 5/8 3 1.85

  +

%.,5 25.% %/8 % ,., 20.88

  + 1/2 28 .,5

  + 1/2 28 3.80

  + 1/2 28 5.10

  + 5/8 28 3.00

  + 5/8 28 1.85

  + 5/8 12 1.50

  +

%.,5 2%.3 %/8 % ,., 20.88

  + 1/2 28 ,.85

7/17/2019 Metrado_Estructuras_ Mancora

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  + 1/2 2, 3.80

  + 1/2 2, 5.10

  + 5/8 2, 3.00

  + 5/8 2, 1.85

  %.,5 25.55 %/8 % ,.,0 1.80

  + 1/2 28 .10

  + 1/2 28 3.80

  + 1/2 28 5.10

  + 5/8 28 3.00

  + 5/8 28 1.85

  %.,5 28.11 %/8 % .20 21.,0

  + 1/2 28 .0

  + 1/2 %1 3.80

  + 1/2 %1 5.10

  + 5/8 %1 3.00

  + 5/8 %1 1.85

  %.,5 2%.1 %/8 % ,.20 18.,0

  + 1/2 28 ,.55

  + 1/2 2, 3.80

  + 1/2 2, 5.10

  + 5/8 2, 3.00

  + 5/8 2, 1.85

  %.,5 1,.23 %/8 % 3.10 12.%0

  + 1/2 28 3.35

  + 1/2 18 3.80

  + 1/2 18 5.10

  + 5/8 18 3.00

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  + 5/8 18 1.85

  %.,5 2.5, %/8 % ,.25 18.5

  + 1/2 28 .55

  + 1/2 %0 3.80

  + 1/2 %0 5.10

  + 5/8 %0 3.00

  + 5/8 %0 1.85

  + 5/8 12 1.50

  +

%.,5 15.30 %/8 % 2.%5 .05

  + 1/2 28 3.22

  + 1/2 1 3.80

  + 1/2 1 5.10

  + 5/8 1 3.00

  + 5/8 1 1.85

  %.,5 %0.83 %/8 % 5.80 1.30

  + 1/2 28 8.35

  + 1/2 %3 3.80

  + 1/2 %3 5.10

  + 5/8 %3 3.00

  + 5/8 %3 1.85

  %.05 .02 %/8 2, 2.30 ,2.30

  + %/8 3.%0 %.5,

  + %/8 3.50 31.30

  %.,5 21.2 %/8 % 5.00 15.00

  + 1/2 28 5.5

  + 1/2 23 3.80

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  + 1/2 23 5.10

  + 5/8 23 3.00

  + 5/8 23 1.85

  %.,5 23.5 %/8 % ,.8 20.%3

  + 1/2 28 ,.8

  + 1/2 2 3.80

  + 1/2 2 5.10

  + 5/8 2 3.00

  + 5/8 2 1.85

  %.,5 1.%8 %/8 % 5.%1 15.%

  + 1/2 28 5.%1

  + 1/2 21 3.80

  + 1/2 21 5.10

  + 5/8 21 3.00

  + 5/8 21 1.85

  %.05 3%.30 %/8 2, 2.30 ,2.30

  + %/8 5 3.%0 233.,

  + %/8 5 3.50 25,.13

  + 5/8 12 1.50

  +

%.,5 2%.% %/8 % .0% 2.0

  + 1/2 28 .00

  + 1/2 2, 3.80

  + 1/2 2, 5.10

  + 5/8 2, 3.00

  + 5/8 2, 1.85

  %.05 2%. %/8 2, 2.30 ,2.30

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  + %/8 %1 3.%0 1%3.1,

  + %/8 %1 3.50 130.30

  +

%.,5 3%.33 %/8 % 11.0 %5.0

  + 1/2 28 11.0

  + 1/2 38 3.80

  + 1/2 38 5.10

  + 5/8 38 3.00

  + 5/8 38 1.85

  %.05 3%.3, %/8 2, 13.25 %0.50

  + %/8 5 3.%0 235.10

  + %/8 5 3.50 25,.50

  %.,5 22.2 %/8 % .20 21.,0

  + 1/2 28 ,.20

  + 1/2 23 3.80

  + 1/2 23 5.10

  + 5/8 23 3.00

  + 5/8 23 1.85

  + 5/8 12 1.50

  +

%.,5 %2., %/8 % ,.0 20.0

  + 1/2 28 8.5

  + 1/2 %, 3.80

  + 1/2 %, 5.10

  + 5/8 %, 3.00

  + 5/8 %, 1.85

  %.,5 25.81 %/8 % 3., 13.28

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  + 1/2 28 .0

  + 1/2 28 3.80

  + 1/2 28 5.10

  + 5/8 28 3.00

  + 5/8 28 1.85

  %.,5 28.,5 %/8 % 5.80 1.30

  + 1/2 28 .85

  + 1/2 %1 3.80

  + 1/2 %1 5.10

  + 5/8 %1 3.00

  + 5/8 %1 1.85

  %.,5 23.3, %/8 % 3.82 13.3,

  + 1/2 28 ,.0

  + 1/2 2 3.80

  + 1/2 2 5.10  + 5/8 2 3.00

  + 5/8 2 1.85

  %.,5 1.1, %/8 % %.00 .00

  + 1/2 28 3.0

  + 1/2 1 3.80

  + 1/2 1 5.10

  + 5/8 1 3.00

  + 5/8 1 1.85

  %.,5 10.5 %/8 % %.22 .,,

  + 1/2 28 2.0

  + 1/2 12 3.80

  + 1/2 12 5.10

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  + 5/8 12 3.00

  + 5/8 12 1.85

  + 5/8 12 1.50

  +

+

 TOTAL POR DIAM. EN M. 2%01.03

 TOTAL POR DIAM. EN K. 1288.58

,%%.20 TOTL 7ENERL EN 97.

NCOFR!O F$ERRO EN C/ ELEMENTO LON7$T(! TO

!#TOTL M2 !$M. CNT. LON7.

,mm 1/3 8mm %/8 12m

LON7. 0.222 0.250 0.%5 0.5,0 0.8

  +

%.05 %.05

+ + 1/2 2, 1.00

  + + 1/2 3 %.05

  + + 1/2 3 %.05

  + 5/8 3 1.85

  %.05 21.50

+ 1/2 2, .05

  + 1/2 28 %.05

  + 1/2 28 %.05  + 5/8 28 1.85

  + 5/8 12 1.50

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  %.05 20.01

+ 1/2 2, ,.5,

  + 1/2 2, %.05

  + 1/2 2, %.05

  + 5/8 2, 1.85

  %.05 21.%5

+ 1/2 2, .00

  + 1/2 28 %.05

  + 1/2 28 %.05

  + 5/8 28 1.85

  +

%.05 2%.3

+ 1/2 2, .0

  + 1/2 %1 %.05

  + 1/2 %1 %.05

  + 5/8 %1 1.85

  +

%.05 1.8

+ 1/2 2, ,.55

  + 1/2 2, %.05

  + 1/2 2, %.05

  + 5/8 2, 1.85

  +

%.05 1%.5

+ 1/2 2, 3.35

  + 1/2 18 %.05

  + 1/2 18 %.05

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  + 5/8 18 1.85

  +

%.05 2%.0%

+ 1/2 2, .55

  + 1/2 %0 %.05

  + 1/2 %0 %.05

  + 5/8 %0 1.85

  + 5/8 12 1.50

  +

+

%.05 12.8

+ 1/2 2, 3.22

  + 1/2 1 %.05

  + 1/2 1 %.05

  + 5/8 1 1.85

  +

%.05 25.

+ 1/2 2, 8.35

  + 1/2 %3 %.05

  + 1/2 %3 %.05

  + 5/8 %3 1.85

  +

%.05 18.15

+ 1/2 2, 5.5

  + 1/2 23 %.05

  + 1/2 23 %.05

  + 5/8 23 1.85

7/17/2019 Metrado_Estructuras_ Mancora

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  +

%.05 20.,8

+ 1/2 2, ,.8

  + 1/2 2 %.05

  + 1/2 2 %.05

  + 5/8 2 1.85

  +

%.05 1,.20

+ 1/2 2, 5.%1

  + 1/2 21 %.05

  + 1/2 21 %.05

  + 5/8 21 1.85

  +

+ 5/8 12 1.50

  +

%.05 1.8%

+ 1/2 2, ,.50

  + 1/2 2, %.05

  + 1/2 2, %.05

  + 5/8 2, 1.85

  +

+

%.05 %,.%0

+ 1/2 2, 11.0

  + 1/2 38 %.05

  + 1/2 38 %.05

  + 5/8 38 1.85

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  +

%.05 18.,1

+ 1/2 2, ,.10

  + 1/2 23 %.05

  + 1/2 23 %.05

  + 5/8 23 1.85

  +

+ 5/8 12 1.50

  +

%.05 2.%0

+ 1/2 2, 8.5

  + 1/2 %, %.05

  + 1/2 %, %.05

  + 5/8 %, 1.85

  +

%.05 21.5,

+ 1/2 2, .0

  + 1/2 28 %.05

  + 1/2 28 %.05

  + 5/8 28 1.85

  +

%.05 2%.3

+ 1/2 2, .85

  + 1/2 %1 %.05

  + 1/2 %1 %.05

  + 5/8 %1 1.85

  +

7/17/2019 Metrado_Estructuras_ Mancora

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  %.05 20.33

+ 1/2 2, ,.0

  + 1/2 2 %.05

  + 1/2 2 %.05

  + 5/8 2 1.85

  +

%.05 13.%3

+ 1/2 2, 3.0

  + 1/2 1 %.05

  + 1/2 1 %.05

  + 5/8 1 1.85

  +

%.05 8.85

+ 1/2 2, 2.0

  + 1/2 12 %.05

  + 1/2 12 %.05

  + 5/8 12 1.85

  + 5/8 12 1.50

  +

+

+

 TOTAL POR DIAM. EN M.

 TOTAL POR DIAM. EN K.

3%0.8 TOTL 7ENERL EN 97.

NCOFR!O F$ERRO EN C/ ELEMENTO LON7$T(! T

!# 

,mm 1/3 8mm %/8 12m

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LON7.  . . .

0.222 0.250 0.%5 0.5,0 0

  +

+ 5/8 12 1.50

  %.25 %.25

+ + 1/2 2, 1.00

  + + 1/2 3 %.25

  + + 1/2 3 %.25

  + 5/8 3 1.85

  %.25 22.1

+ 1/2 2, .05

  + 1/2 28 %.25

  + 1/2 28 %.25

  + 5/8 28 1.85

  %.25 21.%2

+ 1/2 2, ,.5,

  + 1/2 2, %.25

  + 1/2 2, %.25

  + 5/8 2, 1.85

  %.25 22.5

+ 1/2 2, .00

  + 1/2 28 %.25

  + 1/2 28 %.25

  + 5/8 28 1.85

  +

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  %.25 25.0%

+ 1/2 2, .0

  + 1/2 %1 %.25

  + 1/2 %1 %.25

  + 5/8 %1 1.85

  +

%.25 21.2

+ 1/2 2, ,.55

  + 1/2 2, %.25

  + 1/2 2, %.25

  + 5/8 2, 1.85

  +

%.25 13.3,

+ 1/2 2, 3.35

  + 1/2 18 %.25

  + 1/2 18 %.25

  + 5/8 18 1.85

  +

%.25 23.53

+ 1/2 2, .55

  + 1/2 %0 %.25

  + 1/2 %0 %.25

  + 5/8 %0 1.85

  + 5/8 12 1.50

  +

+

%.25 1%.2

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  + 1/2 2, 3.22

  + 1/2 1 %.25

  + 1/2 1 %.25

  + 5/8 1 1.85

  +

%.25 2.3,

+ 1/2 2, 8.35

  + 1/2 %3 %.25

  + 1/2 %3 %.25

  + 5/8 %3 1.85

  +

%.25 1.%3

+ 1/2 2, 5.5

  + 1/2 23 %.25

  + 1/2 23 %.25

  + 5/8 23 1.85

  +

%.25 22.03

+ 1/2 2, ,.8

  + 1/2 2 %.25

  + 1/2 2 %.25

  + 5/8 2 1.85

  +

%.25 1.2,

+ 1/2 2, 5.%1

  + 1/2 21 %.25

  + 1/2 21 %.25

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  + 5/8 21 1.85

  + 5/8 12 1.50

  +

+

%.25 21.1%

+ 1/2 2, ,.50

  + 1/2 2, %.25

  + 1/2 2, %.25

  + 5/8 2, 1.85

  +

+

%.25 %8.,8

+ 1/2 2, 11.0

  + 1/2 38 %.25

  + 1/2 38 %.25

  + 5/8 38 1.85

  + 5/8 12 1.50

  +

%.25 1.8%

+ 1/2 2, ,.10

  + 1/2 23 %.25

  + 1/2 23 %.25

  + 5/8 23 1.85

  +

+

%.25 2.0

+ 1/2 2, 8.5

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  + 1/2 %, %.25

  + 1/2 %, %.25

  + 5/8 %, 1.85

  +

%.25 22.8

+ 1/2 2, .0

  + 1/2 28 %.25

  + 1/2 28 %.25

  + 5/8 28 1.85

  +

%.25 25.51

+ 1/2 2, .85

  + 1/2 %1 %.25

  + 1/2 %1 %.25

  + 5/8 %1 1.85  +

%.25 21.8

+ 1/2 2, ,.0

  + 1/2 2 %.25

  + 1/2 2 %.25

  + 5/8 2 1.85

  +

%.25 15.28

+ 1/2 2, 3.0

  + 1/2 1 %.25

  + 1/2 1 %.25

  + 5/8 1 1.85

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  +

%.25 .3%

+ 1/2 2, 2.0

  + 1/2 12 %.25

  + 1/2 12 %.25

  + 5/8 12 1.85

  + 5/8 12 1.50

  +

+

+

 TOTAL POR DIAM. EN M.

 TOTAL POR DIAM. EN K.

35.0% TOTL 7ENERL EN 97.

NCOFR!O F$ERRO EN C/ ELEMENTO LON7$T(! T

!# TOTL M2 !$M. CNT. LON7. ,mm 1/3 8mm %/8 12mLON7. 0.222 0.250 0.%5 0.5,0 0.8

  +

+ 5/8 12 1.50

  1.0 1.0

+ + 1/2 1% 1.00

  + + 1/2 3 1.0

  + + 1/2 3 1.0

  + 5/8 3 1.85

7/17/2019 Metrado_Estructuras_ Mancora

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  1.0 11.

+ 1/2 1% .05

  + 1/2 28 1.0

  + 1/2 28 1.0

  + 5/8 28 1.85

  1.0 11.15

+ 1/2 1% ,.5,

  + 1/2 2, 1.0

  + 1/2 2, 1.0

  + 5/8 2, 1.85

  1.0 11.0

+ 1/2 1% .00

  + 1/2 28 1.0

  + 1/2 28 1.0

  + 5/8 28 1.85

  +

1.0 1%.0

+ 1/2 1% .0

  + 1/2 %1 1.0

  + 1/2 %1 1.0

  + 5/8 %1 1.85

  +

1.0 11.13

+ 1/2 1% ,.55

  + 1/2 2, 1.0

  + 1/2 2, 1.0

  + 5/8 2, 1.85

7/17/2019 Metrado_Estructuras_ Mancora

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  +

1.0 .5

+ 1/2 1% 3.35

  + 1/2 18 1.0

  + 1/2 18 1.0

  + 5/8 18 1.85

  +

1.0 12.83

+ 1/2 1% .55

  + 1/2 %0 1.0

  + 1/2 %0 1.0

  + 5/8 %0 1.85

  + 5/8 12 1.50

  +

+

1.0 .1

+ 1/2 1% 3.22

  + 1/2 1 1.0

  + 1/2 1 1.0

  + 5/8 1 1.85

  +

1.0 13.%

+ 1/2 1% 8.35

  + 1/2 %3 1.0

  + 1/2 %3 1.0

  + 5/8 %3 1.85

  +

7/17/2019 Metrado_Estructuras_ Mancora

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  1.0 10.12

+ 1/2 1% 5.5

  + 1/2 23 1.0

  + 1/2 23 1.0

  + 5/8 23 1.85

  +

1.0 11.5%

+ 1/2 1% ,.8

  + 1/2 2 1.0

  + 1/2 2 1.0

  + 5/8 2 1.85

  +

1.0 .0%

+ 1/2 1% 5.%1

  + 1/2 21 1.0

  + 1/2 21 1.0

  + 5/8 21 1.85

  + 5/8 12 1.50

  +

+

1.0 11.05

+ 1/2 1% ,.50

  + 1/2 2, 1.0

  + 1/2 2, 1.0

  + 5/8 2, 1.85

  +

+

7/17/2019 Metrado_Estructuras_ Mancora

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  1.0 20.2%

+ 1/2 1% 11.0

  + 1/2 38 1.0

  + 1/2 38 1.0

  + 5/8 38 1.85

  +

1.0 10.%

+ 1/2 1% ,.10

  + 1/2 23 1.0

  + 1/2 23 1.0

  + 5/8 23 1.85

  + 5/8 12 1.50

  +

+

1.0 15.22

+ 1/2 1% 8.5

  + 1/2 %, 1.0

  + 1/2 %, 1.0

  + 5/8 %, 1.85

  +

1.0 12.02

+ 1/2 1% .0

  + 1/2 28 1.0

  + 1/2 28 1.0

  + 5/8 28 1.85

  +

1.0 1%.%5

7/17/2019 Metrado_Estructuras_ Mancora

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  + 1/2 1% .85

  + 1/2 %1 1.0

  + 1/2 %1 1.0

  + 5/8 %1 1.85

  +

1.0 11.%

+ 1/2 1% ,.0

  + 1/2 2 1.0

  + 1/2 2 1.0

  + 5/8 2 1.85

  +

1.0 .

+ 1/2 1% 3.0

  + 1/2 1 1.0

  + 1/2 1 1.0

  + 5/8 1 1.85

  +

1.0 3.%

+ 1/2 1% 2.0

  + 1/2 12 1.0

  + 1/2 12 1.0

  + 5/8 12 1.85

  + 5/8 12 1.50

  +

+

+

 TOTAL POR DIAM. EN M.

7/17/2019 Metrado_Estructuras_ Mancora

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 TOTAL POR DIAM. EN K.

230.11TOTL 7ENERL EN 97.

ENCOFR!O F$ERRO EN C/ ELEMENTO LON7$T(! T

!#TOTL M2 !$M. CNT. LON7.

,mm 1/3 8mm %/8 12

LON7.0.222 0.250 0.%5 0.5,0 0.

  +

1.5 1.5

+ + 1/2 1% 1.00

  + + 1/2 3 1.5

  + + 1/2 3 1.5

  + 5/8 3 1.85

  1.5 12.%3

+ 1/2 1% .05

  + 1/2 28 1.5

  + 1/2 28 1.5

  + 5/8 28 1.85

  1.5 11.38

+ 1/2 1% ,.5,

  + 1/2 2, 1.5

  + 1/2 2, 1.5

  + 5/8 2, 1.85

  1.5 12.25

+ 1/2 1% .00

7/17/2019 Metrado_Estructuras_ Mancora

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  + 1/2 28 1.5

  + 1/2 28 1.5

  + 5/8 28 1.85

  +

1.5 1%.38

+ 1/2 1% .0

  + 1/2 %1 1.5

  + 1/2 %1 1.5

  + 5/8 %1 1.85

  +

1.5 11.3,

+ 1/2 1% ,.55

  + 1/2 2, 1.5

  + 1/2 2, 1.5

  + 5/8 2, 1.85

  +

1.5 .

+ 1/2 1% 3.35

  + 1/2 18 1.5

  + 1/2 18 1.5

  + 5/8 18 1.85

  +

1.5 1%.21

+ 1/2 1% .55

  + 1/2 %0 1.5

  + 1/2 %0 1.5

  + 5/8 %0 1.85

7/17/2019 Metrado_Estructuras_ Mancora

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  +

1.5 .%

+ 1/2 1% 3.22

  + 1/2 1 1.5

  + 1/2 1 1.5

  + 5/8 1 1.85

  +

1.5 13.

+ 1/2 1% 8.35

  + 1/2 %3 1.5

  + 1/2 %3 1.5

  + 5/8 %3 1.85

  +

1.5 10.31

+ 1/2 1% 5.5

  + 1/2 23 1.5

  + 1/2 23 1.5

  + 5/8 23 1.85

  +

1.5 11.8

+ 1/2 1% ,.8

  + 1/2 2 1.5

  + 1/2 2 1.5

  + 5/8 2 1.85

  +

1.5 .2

+ 1/2 1% 5.%1

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 120/572

  + 1/2 21 1.5

  + 1/2 21 1.5

  + 5/8 21 1.85

  +

1.5 11.%8

+ 1/2 1% ,.50

  + 1/2 2, 1.5

  + 1/2 2, 1.5

  + 5/8 2, 1.85

  +

+

1.5 20.8%

+ 1/2 1% 11.0

  + 1/2 38 1.5

  + 1/2 38 1.5

  + 5/8 38 1.85

  +

1.5 10.,8

+ 1/2 1% ,.10

  + 1/2 23 1.5

  + 1/2 23 1.5

  + 5/8 23 1.85

  +

1.5 15.,,

+ 1/2 1% 8.5

  + 1/2 %, 1.5

  + 1/2 %, 1.5

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 121/572

  + 5/8 %, 1.85

  +

1.5 12.%

+ 1/2 1% .0

  + 1/2 28 1.5

  + 1/2 28 1.5

  + 5/8 28 1.85

  +

1.5 1%.3

+ 1/2 1% .85

  + 1/2 %1 1.5

  + 1/2 %1 1.5

  + 5/8 %1 1.85

  +

1.5 11.%+ 1/2 1% ,.0

  + 1/2 2 1.5

  + 1/2 2 1.5

  + 5/8 2 1.85

  +

1.5 8.2%

+ 1/2 1% 3.0

  + 1/2 1 1.5

  + 1/2 1 1.5

  + 5/8 1 1.85

  +

1.5 5.08

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 122/572

  + 1/2 1% 2.0

  + 1/2 12 1.5

  + 1/2 12 1.5

  + 5/8 12 1.85

  +

 TOTAL POR DIAM. EN M. TOTAL POR DIAM. EN K.

23.1 TOTL 7ENERL EN 97.

7/17/2019 Metrado_Estructuras_ Mancora

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5/8 %/3 1

1.552 2.2%5 %.%

1,.00

.30

112.00

51.80

53.00

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 124/572

103.00

38.10

112.00

51.80

12%.20

5,.8

103.80

38.3

1.20

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 125/572

%2.%

120.80

55.8

1,2.00

,.52

%1.2%

1%5.20

,2.5%

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 126/572

5.20

33.0%

108.38

50.1

83.,

%.2

1,2.00

103.00

38.10

7/17/2019 Metrado_Estructuras_ Mancora

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10.30

88.0,

.,0

35.13

133.00

13%.20

,,.2%

7/17/2019 Metrado_Estructuras_ Mancora

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11%.12

52.%2

125.,0

58.0

10.20

3.58

5.20

%3.8

7/17/2019 Metrado_Estructuras_ Mancora

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3,.30

21.3,

2%3.00

3058.33

6298.70

18%,.32

 

5/8 %/3 1

1.552 2.2%5 %.%

.30

52.1

53.00

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 130/572

38.53

51.80

5,.8

38.3

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 131/572

%2.%

55.8

1,2.00

%1.2%

,2.5%

33.0%

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 132/572

50.1

%.2

133.00

38.10

88.0,

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 133/572

35.13

1,2.00

,,.2%

52.%2

58.0

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 134/572

3.58

%3.8

21.3,

2%3.00

1801.18

2795.43

105,2.1

 

5/8 %/3 1

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 135/572

1.552 2.2%5 %.%

53.00

.30

52.1

38.53

51.80

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 136/572

5,.8

38.3

%2.%

55.8

1,2.00

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 137/572

%1.2%

,2.5%

33.0%

50.1

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 138/572

%.2

133.00

38.10

88.0,

1,2.00

35.13

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 139/572

,,.2%

52.%2

58.0

3.58

%3.8

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 140/572

21.3,

2%3.00

1801.18

2795.43

10802.55

 

5/8 %/3 1

1.552 2.2%5 %.%

53.00

.30

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 141/572

52.1

38.53

51.80

5,.8

38.3

7/17/2019 Metrado_Estructuras_ Mancora

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%2.%

55.8

1,2.00

%1.2%

,2.5%

7/17/2019 Metrado_Estructuras_ Mancora

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33.0%

50.1

%.2

133.00

38.10

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 144/572

88.0,

35.13

1,2.00

,,.2%

52.%2

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 145/572

58.0

3.58

%3.8

21.3,

1,2.00

12.18

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 146/572

2683.68

,%.0%

 

5/8 %/3 1

1.552 2.2%5 %.%

.30

52.1

38.53

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 147/572

51.80

5,.8

38.3

%2.%

55.8

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 148/572

%1.2%

,2.5%

33.0%

50.1

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 149/572

%.2

38.10

88.0,

35.13

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 150/572

,,.2%

52.%2

58.0

3.58

%3.8

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 151/572

21.3,

1035.18

1622.11

5,8%.%5

7/17/2019 Metrado_Estructuras_ Mancora

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P6;486 ELEMENTO EWCA(AC%ON

 NX DESCR%PC%ON CANT.MED%DAS

TOTAL M2

6

01.00.00 OBRAS DE CONCRETO ARMADO

01.01.00 PLACAS

3 SOTANO

PLACA ) 1 1 )

P%T ) DE ASCENSOR 1 )

1 )

1 )

1 )

1 ) 1 )

1 )

1 )

1 )

1 )

1 )

1 )

1 )

)

 N%(EL 3 SOTANO 1 )

1 )

1 )

7/17/2019 Metrado_Estructuras_ Mancora

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1 )

1 )

1 )

1 )

1 )

1 )

)

PLACA ) 2 ,9c6,6I 1 )

(ERT%CALES 1 )

(ERT%CALES 1 )

(ERT%CALES 1 )

(ERT%CALES 1 )

ESTR%+OS )

5 )

1 )1 )

1 )

-OR%ZONTALES 1 )

1 )

1 )

1 )

1 )

1 )

1 )

1 )

PLACA ) 3 1 )

1 )

7/17/2019 Metrado_Estructuras_ Mancora

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1 )

ESTR%+OS 2 )

2 )

-OR%ZONTALES 1 )

1 )

1 )

TOTAL M3 0.00 TOT

P6;486 ELEMENTO EWCA(AC%ON

 NX DESCR%PC%ON CANT.MED%DAS

TOTAL M2 6

01.00.00 OBRAS DE CONCRETO ARMADO

01.01.00 PLACAS

SEUNDO SOTANO

PLACA ) 1 )

 N%(EL 2 ) SOTANO 1 )

1 )

1 )

1 )

1 )

1 )

1 )

1 )

1 )

7/17/2019 Metrado_Estructuras_ Mancora

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)

PLACA ) 2 ,9c6,6I 1 )

(ERT%CALES 1 )

(ERT%CALES 1 )

(ERT%CALES 1 )

(ERT%CALES 1 )

ESTR%+OS )

5 )

1 )

1 )

1 )

-OR%ZONTALES 1 )

1 )

1 )

1 )1 )

1 )

1 )

1 )

PLACA ) 3 1 )

1 )

1 )

ESTR%+OS 2 )

2 )

-OR%ZONTALES 1 )

1 )

1 )

7/17/2019 Metrado_Estructuras_ Mancora

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TOTAL M3 0.00 TOT

P6;486ELEMENTO EWCA(AC%ON

 NX DESCR%PC%ON CANT.MED%DAS

TOTAL M2 6

01.00.00 OBRAS DE CONCRETO ARMADO

01.01.00 PLACAS

PRIMER SOTANO

PLACA ) 1 )

 N%(EL 1 SOTANO 1 )

1 )

1 )

1 )

1 )

1 )

1 )

1 )

1 )

)

PLACA ) 2 ,9c6,6I 1 )

(ERT%CALES 1 )

(ERT%CALES 1 )

(ERT%CALES 1 )

(ERT%CALES 1 )

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ESTR%+OS )

5 )

1 )

1 )

1 )

-OR%ZONTALES 1 )

1 )

1 )

1 )

1 )

1 )

1 )

1 )

PLACA ) 3 1 )

1 )1 )

ESTR%+OS 2 )

2 )

-OR%ZONTALES 1 )

1 )

1 )

TOTAL M3 0.00 TOT

P6;486 ELEMENTO EWCA(AC%ON

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 158/572

 NX DESCR%PC%ON CANT.MED%DAS

TOTAL M2 6

01.00.00 OBRAS DE CONCRETO ARMADO

01.01.00 PLACAS

SEMISOTANO

PLACA ) 1 )

1 )

1 )

1 )

1 )

1 )

1 )

1 )

1 )

1 ) )

PLACA ) 2 ,9c6,6I 1 )

(ERT%CALES 1 )

(ERT%CALES 1 )

(ERT%CALES 1 )

ESTR%+OS )

$ )

-OR%ZONTALES 1 )

1 )

1 )

PLACA ) 3 1 )

1 )

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1 )

ESTR%+OS 2 )

2 )

-OR%ZONTALES 1 )

1 )

1 )

TOTAL M3 0.00 TOT

P6;486 ELEMENTO EWCA(AC%ON

 NX DESCR%PC%ON CANT.MED%DAS

TOTAL M2 6

01.00.00 OBRAS DE CONCRETO ARMADO

01.01.00 PLACAS

PRIMER PISO

PLACA ) 1 )

1 )

1 )

1 )

1 )

1 )

1 )

1 )

1 )

1 )

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)

PLACA ) 2 ,9c6,6I 1 )

(ERT%CALES 1 )

(ERT%CALES 1 )

(ERT%CALES 1 )

ESTR%+OS )

$ )

-OR%ZONTALES 1 )

1 )

1 )

PLACA ) 3 1 )

1 )

1 )

1 )

ESTR%+OS 2 )

2 )

-OR%ZONTALES 1 )

1 )

1 )

TOTAL M3 0.00 TOT

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 161/572

P6;486 ELEMENTO EWCA(AC%ON

 NX DESCR%PC%ON CANT.MED%DAS

TOTAL M2 6

01.00.00 OBRAS DE CONCRETO ARMADO

01.01.00 PLACASSEUNDO PISO

PLACA ) 1 )

1 )

1 )

1 )

1 )

1 )

1 )

1 )

1 )

1 )

)

PLACA ) 2 ,9c6,6I 1 )

(ERT%CALES 1 )

(ERT%CALES 1 )

(ERT%CALES 1 )

ESTR%+OS )

$ )

-OR%ZONTALES 1 )

1 )

1 )

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PLACA ) 3 1 )

1 )

1 )

1 )

ESTR%+OS 2 )

2 )

-OR%ZONTALES 1 )

1 )

1 )

TOTAL M3 0.00 TOT

P6;486 ELEMENTO EWCA(AC%ON

 NX DESCR%PC%ON CANT.MED%DAS

TOTAL M2 6

01.00.00 OBRAS DE CONCRETO ARMADO

01.01.00 PLACAS

TERCER PISO

PLACA ) 1 )

1 )

1 )

1 )

1 )1 )

1 )

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1 )

1 )

1 )

)

PLACA ) 2 ,9c6,6I 1 )

(ERT%CALES 1 )

(ERT%CALES 1 )

(ERT%CALES 1 )

ESTR%+OS )

$ )

-OR%ZONTALES 1 )

1 )

1 )

PLACA ) 3 1 )

1 )

1 )

1 )

ESTR%+OS 2 )

2 )

-OR%ZONTALES 1 )

1 )

1 )

TOTAL M3 0.00 TOT

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 164/572

P6;486 ELEMENTO EWCA(AC%ON

 NX DESCR%PC%ON CANT.MED%DAS

TOTAL M2 6

01.00.00 OBRAS DE CONCRETO ARMADO

01.01.00 PLACAS

CUARTO PISO

PLACA ) 1 )

1 )

1 )

1 )

1 )

1 )

1 )

1 )

1 )1 )

)

PLACA ) 2 ,9c6,6I 1 )

(ERT%CALES 1 )

(ERT%CALES 1 )

(ERT%CALES 1 )

ESTR%+OS )

$ )

-OR%ZONTALES 1 )

1 )

1 )

1 )

7/17/2019 Metrado_Estructuras_ Mancora

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TOTAL M3 0.00 TOT

P6;486ELEMENTO EWCA(AC%ON

 NX DESCR%PC%ON CANT.MED%DAS

TOTAL M2 6

01.00.00 OBRAS DE CONCRETO ARMADO

01.01.00 PLACAS

QUINTO PISO

PLACA ) 1 )

1 )

1 )

1 )

1 )

1 )

1 )

1 )

1 )

1 )

)

PLACA ) 2 ,9c6,6I 1 )

(ERT%CALES 1 )

(ERT%CALES 1 )

(ERT%CALES 1 )

ESTR%+OS )

7/17/2019 Metrado_Estructuras_ Mancora

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$ )

-OR%ZONTALES 1 )

1 )

1 )

1 )

TOTAL M3 0.00 TOT

P6;486 ELEMENTO EWCA(AC%ON

 NX DESCR%PC%ON CANT.MED%DAS

TOTAL M2 6

01.00.00 OBRAS DE CONCRETO ARMADO

01.01.00 PLACAS

SETO PISO

PLACA ) 1 )

1 )

1 )

1 )

1 )

1 )

1 )

1 )

1 )

1 )

)

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PLACA ) 2 ,9c6,6I 1 )

(ERT%CALES 1 )

(ERT%CALES 1 )

(ERT%CALES 1 )

ESTR%+OS )

$ )

-OR%ZONTALES 1 )

1 )

1 )

1 )

TOTAL M3 0.00 TOT

P6;486 ELEMENTO EWCA(AC%ON

 NX DESCR%PC%ON CANT.MED%DAS

TOTAL M2 6

01.00.00 OBRAS DE CONCRETO ARMADO

01.01.00 PLACAS

SEPTIMO PISO

PLACA ) 1 )

1 )

1 )

1 )

1 )

1 )

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1 )

1 )

1 )

1 )

)

PLACA ) 2 ,9c6,6I 1 )

(ERT%CALES 1 )

(ERT%CALES 1 )

(ERT%CALES 1 )

ESTR%+OS )

$ )

-OR%ZONTALES 1 )

1 )

1 )

1 )

TOTAL M3 0.00 TOT

P6;486 ELEMENTO EWCA(AC%ON

 NX DESCR%PC%ON CANT.MED%DAS

TOTAL M2 6

01.00.00 OBRAS DE CONCRETO ARMADO

01.01.00 PLACAS

AZOTEA

PLACA ) 1 CUARTO DE MAU%NASI )

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 169/572

1 )

1 )

1 )

1 )

1 )

1 )

1 )

1 )

1 )

)

PLACA ) 2 ,9c6,6I 1 )

(ERT%CALES 1 )

(ERT%CALES 1 )

(ERT%CALES 1 )

ESTR%+OS )$ )

-OR%ZONTALES 1 )

1 )

1 )

1 )

TOTAL M3 0.00 TOT

7/17/2019 Metrado_Estructuras_ Mancora

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METRADO DE CONCRETO ARMADO

  'c= 20 !/c"* ENCOFRADO F%ERRO EN C/ ELEMENTO

TOTAL M3MED%DAS

TOTAL M2 D%AM. CANT. LONG."" 1/$

H PER%M. LONG. 0.222 0.25

  1.50 1.33 .$0 1.50 11.10 1/2 13 2.0

  ) 1/2 13 2.0

  ) 3/$ 12 0.0

  ) 3/ 1$ 3.$0

  1.50 3.3 15.0 1.50 23.$0 1 12 2.0 3/$ 12 2.0

 1/2 3 2.0

 1/2 2.50

 1/2 2.50

 1/2 2.50

 1/2 2.50

 1/2 $.30

 1/2 $.30

 3/ 1.15

  3.05 . 15.0 3.05 $.5 1 12 3.05

 3/$ 12 3.05

 1/2 3 3.05

7/17/2019 Metrado_Estructuras_ Mancora

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 1/2 1 2.50

 1/2 1 2.50

 1/2 1 2.50

 1/2 1 2.50

 1/2 1 $.30

 1/2 1 $.30

 3/ 2 1.15

  3.5 13.32 3$.10 3.5 12$.$ 3/$ 1 $.0

 5/ 2$ $.0

 3/ 5 $.0

 3/ 32 $.0

 1/2 2 $.0

 3/ 2 1.10

 3/ 2 0.

 3/ 2 2.2 3/ 2 0.5

 3/ 2 0.5

 3/ 1 $.2

 3/ 1 $.2

 3/ 1 .0

 3/ 1 5.5

 3/ 1 2.55

 3/ 1 1.$2

 3/ 1 1.5

  3.5 $.13 .1 3.5 2.13 5/ 12 $.0

 1/2 $.0

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 172/572

 1/2 $.0

 3/ 2 1.30

 3/ 2 1.30

 1/2 1 3.0

 1/2 1 3.0

TOTAL POR D%AM. EN M.

TOTAL POR D%AM. EN KG.

30.$ TOTAL M2 232. TOTAL GENERAL EN KG.

  'c= 20 !/c"* ENCOFRADO F%ERRO EN C/ ELEMENTO

TOTAL M3MED%DAS

TOTAL M2 D%AM. CANT. LONG."" 1/$

H PER%M. LONG. 0.222 0.250

  3.05 . 15.0 3.05 $.5 1 12 3.05

 3/$ 12 3.05

 1/2 3 3.05

 1/2 1 2.50

 1/2 1 2.50

 1/2 1 2.50

 1/2 1 2.50 1/2 1 $.30

 1/2 1 $.30

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 1/2 2 1.15

  3.05 11.13 3$.10 3.05 10$.01 3/$ 1 3.05

 5/ 2$ 3.05

 3/ 5 3.05

 3/ 32 3.05

 1/2 2 3.05

 3/ 2 1.10

 3/ 2 0.

 3/ 2 2.2

 3/ 2 0.5

 3/ 2 0.5

 3/ 1 $.2

 3/ 1 $.2

 3/ 1 .0

 3/ 1 5.5 3/ 1 2.55

 3/ 1 1.$2

 3/ 1 1.5

  3.05 3.$5 .1 3.05 21.$ 5/ 12 3.05

 1/2 3.05

 1/2 3.05

 3/ 2 1.30

 3/ 2 1.30

 1/2 1 3.0

 1/2 1 3.0

7/17/2019 Metrado_Estructuras_ Mancora

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TOTAL POR D%AM. EN M.

TOTAL POR D%AM. EN KG.

22.52 TOTAL M2 13.$2 TOTAL GENERAL EN KG.

  'c= 20 !/c"* ENCOFRADO F%ERRO EN C/ ELEMENTO

TOTAL M3MED%DAS

TOTAL M2 D%AM. CANT. LONG."" 1/$

H PER%M. LONG. 0.222 0.250

  3.25 .31 15.0 3.25 50.0 1 12 3.25

 3/$ 12 3.25

 1/2 3 3.25

 1/2 1 2.50

 1/2 1 2.50

 1/2 1 2.50

 1/2 1 2.50

 1/2 1 $.30

 1/2 1 $.30

 3/ 2 1.15

  3.25 11. 3$.10 3.25 110.3 3/$ 1 3.25

 5/ 2$ 3.25

 3/ 5 3.25

 3/ 32 3.25

 1/2 2 3.25

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 3/ 2 1.10

 3/ 2 0.

 3/ 2 2.2

 3/ 2 0.5

 3/ 2 0.5

 3/ 1 $.2

 3/ 1 $.2

 3/ 1 .0

 3/ 1 5.5

 3/ 1 2.55

 3/ 1 1.$2

 3/ 1 1.5

  3.25 3. .1 3.25 23.2 5/ 12 3.25

 1/2 3.25

 1/2 3.25

 3/ 2 1.30

 3/ 2 1.30

 1/2 1 3.0

 1/2 1 3.0

TOTAL POR D%AM. EN M.

TOTAL POR D%AM. EN KG.

23. TOTAL M2 1$.0 TOTAL GENERAL EN KG.

  'c= 20 !/c"* ENCOFRADO F%ERRO EN C/ ELEMENTO

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TOTAL M3MED%DAS

TOTAL M2 D%AM. CANT. LONG."" 1/$

H PER%M. LONG. 0.222 0.25

  3.$5 . 15.0 3.$5 53.2 1 12 3.$5

 3/$ 12 3.$5

 1/2 3 3.$5

 1/2 1 2.50

 1/2 1 2.50

 1/2 1 2.50

 1/2 1 2.50

 1/2 1 $.30

 1/2 1 $.30 3/ 2 1.15

  3.$5 .3 3$.10 3.$5 11.5 3/$ 1 3.$5

 5/ 12 3.$5

 3/ 5 3.$5

 3/ 10 3.$5

 3/ 30 1.10

 3/ 30 0.

 3/ 20 .00

 3/ 20 .0

 3/ 20 3.05

  3.$5 3.0 .1 3.$5 2$.0 5/ 12 3.$5

1/2 3.$5

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 1/2 3.$5

3/ 2 1.30

 3/ 2 1.30

 1/2 1 3.0

 1/2 1 3.0

TOTAL POR D%AM. EN M.

TOTAL POR D%AM. EN KG.

22.10 TOTAL M2 1.1 TOTAL GENERAL EN KG.

  'c= 20 !/c"* ENCOFRADO F%ERRO EN C/ ELEMENTO

TOTAL M3MED%DAS

TOTAL M2 D%AM. CANT. LONG."" 1/$

H PER%M. LONG. 0.222 0.250

  3.$5 . 15.0 3.$5 53.2 1 12 3.$5

 3/$ 12 3.$5

 1/2 3 3.$5

 1/2 1 2.50

 1/2 20 2.50

 1/2 20 2.50

 1/2 20 2.50

 1/2 20 $.30

 1/2 20 $.30

7/17/2019 Metrado_Estructuras_ Mancora

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 3/ 30 1.15

  3.$5 .3 3$.10 3.$5 11.5 3/$ 1 3.$5

 5/ 12 3.$5

 3/ 5 3.$5

 3/ 10 3.$5

 3/ 30 1.10

 3/ 30 0.

 3/ 20 .00

 3/ 20 .0

 3/ 20 3.05

  3.$5 2. . 3.$5 2$.01 5/ 3.$5

3/$ 3.$5

3/ 3.$5

3/ 3.$5

3/ 30 1.10

 3/ 30 1.10

 1/2 20 3.55

 1/2 20 3.55

TOTAL POR D%AM. EN M.

TOTAL POR D%AM. EN KG.

20.3 TOTAL M2 15.$ TOTAL GENERAL EN KG.

7/17/2019 Metrado_Estructuras_ Mancora

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  'c= 20 !/c"* ENCOFRADO F%ERRO EN C/ ELEMENTO

TOTAL M3MED%DAS

TOTAL M2 D%AM. CANT. LONG."" 1/$

H PER%M. LONG. 0.222 0.25

  3.$5 . 15.0 3.$5 53.2 1 12 3.$5

 3/$ 12 3.$5

 1/2 3 3.$5

 1/2 20 2.50

 1/2 20 2.50

 1/2 20 2.50

 1/2 20 2.50

 1/2 20 $.30

 1/2 20 $.30

 3/ 30 1.15

  3.$5 .3 3$.10 3.$5 11.5 3/$ 1 3.$5

 5/ 12 3.$5

 3/ 5 3.$5

 3/ 10 3.$5

 3/ 30 1.10

 3/ 30 0.

 3/ 20 .00

 3/ 20 .0

 3/ 20 3.05

7/17/2019 Metrado_Estructuras_ Mancora

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  3.$5 2. . 3.$5 2$.01 5/ 3.$5

3/$ 3.$5

3/ 3.$5

3/ 3.$5

3/ 30 1.10

 3/ 30 1.10

 1/2 20 3.55

 1/2 20 3.55

TOTAL POR D%AM. EN M.

TOTAL POR D%AM. EN KG.

20.3 TOTAL M2 15.$ TOTAL GENERAL EN KG.

  'c= 210 !/c"* ENCOFRADO F%ERRO EN C/ ELEMENTO

TOTAL M3 MED%DAS TOTAL M2 D%AM. CANT. LONG. "" 1/$H PER%M. LONG. 0.222 0.250

  3.$5 . 15.0 3.$5 53.2 3/$ 12 3.$5

 5/ 12 3.$5

 3/ 3 3.$5

 3/ 20 2.50

 3/ 20 2.50

 3/ 20 2.50

7/17/2019 Metrado_Estructuras_ Mancora

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 3/ 20 2.50

 3/ 20 $.30

 3/ 20 $.30

 3/ 30 1.15

  3.$5 .3 3$.10 3.$5 11.5 3/$ 1 3.$5

 5/ 12 3.$5

 3/ 5 3.$5

 3/ 10 3.$5

 3/ 30 1.10

 3/ 30 0.

 3/ 20 .00

 3/ 20 .0

 3/ 20 3.05

  3.$5 2. . 3.$5 2$.01 5/ 3.$5

3/$ 3.$5

3/ 3.$5

3/ 3.$5

3/ 30 1.10

 3/ 30 1.10

 1/2 20 3.55

 1/2 20 3.55

TOTAL POR D%AM. EN M.

TOTAL POR D%AM. EN KG.20.3 TOTAL M2 15.$ TOTAL GENERAL EN KG.

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  'c= 210 !/c"* ENCOFRADO F%ERRO EN C/ ELEMENTO

TOTAL M3MED%DAS

TOTAL M2 D%AM. CANT. LONG."" 1/$

H PER%M. LONG. 0.222 0.25

  3.$5 . 15.0 3.$5 53.2 3/$ 12 3.$5

 5/ 12 3.$5

 3/ 3 3.$5

 3/ 20 2.50

 3/ 20 2.50

 3/ 20 2.50

 3/ 20 2.50

 3/ 20 $.30 3/ 20 $.30

 3/ 30 1.15

  3.$5 .3 3$.10 3.$5 11.5 5/ 1 3.$5

 5/ 12 3.$5

 3/ 5 3.$5

 3/ 10 3.$5

 3/ 30 1.10

 3/ 30 0.

 3/ 20 .00

 3/ 20 .0

 3/ 20 3.05

7/17/2019 Metrado_Estructuras_ Mancora

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TOTAL POR D%AM. EN M.

TOTAL POR D%AM. EN KG.

1.00 TOTAL M2 11.$ TOTAL GENERAL EN KG.

  'c= 210 !/c"* ENCOFRADO F%ERRO EN C/ ELEMENTO

TOTAL M3MED%DAS

TOTAL M2 D%AM. CANT. LONG."" 1/$

H PER%M. LONG. 0.222 0.250

  3.$5 . 15.0 3.$5 53.2 5/ 12 3.$5

 5/ 12 3.$5

 3/ 3 3.$5

 3/ 20 2.50

 3/ 20 2.50

 3/ 20 2.50

 3/ 20 2.50

 3/ 20 $.30

 3/ 20 $.30

 3/ 30 1.15

  3.$5 .3 3$.10 3.$5 11.5 5/ 1 3.$5

 5/ 12 3.$5

 3/ 5 3.$5

 3/ 10 3.$5

 3/ 30 1.10

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 3/ 30 0.

 3/ 20 .00

 3/ 20 .0

 3/ 20 3.05

TOTAL POR D%AM. EN M.

TOTAL POR D%AM. EN KG.

1.00 TOTAL M2 11.$ TOTAL GENERAL EN KG.

  'c= 210 !/c"* ENCOFRADO F%ERRO EN C/ ELEMENTO

TOTAL M3MED%DAS

TOTAL M2 D%AM. CANT. LONG."" 1/$

H PER%M. LONG. 0.222 0.250

  3.$5 . 15.0 3.$5 53.2 5/ 12 3.$5

 5/ 12 3.$5

 3/ 3 3.$5

 3/ 20 2.50

 3/ 20 2.50

 3/ 20 2.50

 3/ 20 2.50

 3/ 20 $.30

 3/ 20 $.30

 3/ 30 1.15

7/17/2019 Metrado_Estructuras_ Mancora

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  3.$5 .3 3$.10 3.$5 11.5 5/ 1 3.$5

 5/ 12 3.$5

 3/ 5 3.$5

 3/ 10 3.$5

 3/ 30 1.10

 3/ 30 0.

 3/ 20 .00

 3/ 20 .0

 3/ 20 3.05

TOTAL POR D%AM. EN M.

TOTAL POR D%AM. EN KG.

1.00 TOTAL M2 11.$ TOTAL GENERAL EN KG.

  'c= 210 !/c"* ENCOFRADO F%ERRO EN C/ ELEMENTO

TOTAL M3MED%DAS

TOTAL M2 D%AM. CANT. LONG."" 1/$

H PER%M. LONG. 0.222 0.250

  3.$5 . 15.0 3.$5 53.2 5/ 12 3.$5

 5/ 12 3.$5

 3/ 3 3.$5

 3/ 20 2.50

 3/ 20 2.50

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 3/ 20 2.50

 3/ 20 2.50

 3/ 20 $.30

 3/ 20 $.30

 3/ 30 1.15

  3.$5 .3 3$.10 3.$5 11.5 5/ 1 3.$5

 5/ 12 3.$5

 3/ 5 3.$5

 3/ 10 3.$5

 3/ 30 1.10

 3/ 30 0.

 3/ 20 .00

 3/ 20 .0

 3/ 20 3.05

TOTAL POR D%AM. EN M.

TOTAL POR D%AM. EN KG.

1.00 TOTAL M2 11.$ TOTAL GENERAL EN KG.

  'c= 210 !/c"* ENCOFRADO F%ERRO EN C/ ELEMENTO

TOTAL M3MED%DAS

TOTAL M2 D%AM. CANT. LONG."" 1/$

H PER%M. LONG. 0.222 0.250

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  1.20 2.0 15.0 1.20 1.2 5/ 12 1.20

 5/ 12 1.20

 3/ 3 1.20

 3/ 2.50

 3/ 2.50

 3/ 2.50

 3/ 2.50

 3/ $.30

 3/ $.30

 3/ 1.15

  3.$5 .3 3$.10 3.$5 11.5 5/ 1 3.$5

 5/ 12 3.$5

 3/ 5 3.$5

 3/ 10 3.$5

 3/ 30 1.10

 3/ 30 0.

 3/ 20 .00

 3/ 20 .0

 3/ 20 3.05

TOTAL POR D%AM. EN M.

TOTAL POR D%AM. EN KG.

12. TOTAL M2 13.3 TOTAL GENERAL EN KG.

7/17/2019 Metrado_Estructuras_ Mancora

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LONG%TUD TOTAL

3/ 12"" 1/2 5/ 3/$ 1

0.50 0. 0.$ 1.552 2.235 3.3

33.0

33.0

.$0

$.0

31.2031.20

.0

1.50

1.50

1.50

1.50

30.10

30.10

$.$0

3.0

3.0

115.0

7/17/2019 Metrado_Estructuras_ Mancora

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$0.00

$0.00

$0.00

$0.00

.0

.0

23.20

.$0

115.20

2.$0

153.0

.0

11.0

113.10

0.22$.0

2$.0

.

.

1$$.$0

10.35

$.$5

2.

3.05

5.0

$3.20

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 190/572

$3.20

.0

.0

0.30

0.30

13.01 $.0 12.0 12.0 .0

10$3.2 $1.02 2.1 33.$1 2.3

30.2$

LONG%TUD TOTAL

3/ 12"" 1/2 5/ 3/$ 1

0.50 0. 0.$ 1.552 2.235 3.3

3.0

3.0

115.0

$0.00

$0.00

$0.00

$0.00

.0

.0

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 191/572

23.20

5$.0

3.20

1.0

.0

.10

11.0

113.10

0.2

2$.0

2$.0

.

.

1$$.$0

10.35$.$5

2.

3.05

3.0

2.$5

2.$5

.0

.0

0.30

0.30

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 192/572

135$.31 5$.30 10.0 1.50 3.0

5.$1 $.1 10.$1 20$.50 1$5.$1

22.

LONG%TUD TOTAL

3/ 12"" 1/2 5/ 3/$ 1

0.50 0. 0.$ 1.552 2.235 3.3

3.00

3.00

123.50

$5.00$5.00

$5.00

$5.00

.$0

.$0

25.0

5.50

.00

1.50

10$.00

.50

7/17/2019 Metrado_Estructuras_ Mancora

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1$.0

121.0

.1

2.0

2.0

3.13.1

13.0

101.0

$5.0

25.5

35.10

3.00

2.25

2.25

2.0

2.0

.0

.0

1$3.0$ 5.50 11.00 .50 3.00

20.10 52.5 11.5 21.1 15$.5

22.00

LONG%TUD TOTAL

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 194/572

3/ 12"" 1/2 5/ 3/$ 1

0.50 0. 0.$ 1.552 2.235 3.3

$1.$0

$1.$0

131.10

$5.00

$5.00

$5.00

$5.00

.$0

.$025.0

2.10

$1.$0

200.10

3$.50

1.00

10$.$0

10.00

152.00

1.00

$1.$0

31.05

7/17/2019 Metrado_Estructuras_ Mancora

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31.05

2.0

2.0

.0

.0

1333.20 1.20 2.0 103.50 $1.$0

$.5 5.23 12.51 231.32 1$.$

203.10

LONG%TUD TOTAL

3/ 12"" 1/2 5/ 3/$ 1

0.50 0. 0.$ 1.552 2.235 3.3

$1.$0

$1.$0

131.10

$5.00

50.00

50.00

50.00

.00

.00

7/17/2019 Metrado_Estructuras_ Mancora

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2.00

2.10

$1.$0

200.10

3$.50

1.0010$.$0

10.00

152.00

1.00

20.0

20.0

31.05

31.05

.00

.001.00

1.00

1$00.10 $0.10 2.10 12$.20 $1.$0

$.0 3.2 .3 2.5 1$.$

205.

7/17/2019 Metrado_Estructuras_ Mancora

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LONG%TUD TOTAL

3/ 12"" 1/2 5/ 3/$ 1

0.50 0. 0.$ 1.552 2.235 3.3

$1.$0

$1.$0

131.10

50.00

50.00

50.00

50.00

.00

.00

2.00

2.10

$1.$0

200.10

3$.50

1.00

10$.$0

10.00

152.00

1.00

7/17/2019 Metrado_Estructuras_ Mancora

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20.0

20.0

31.05

31.05

.00

.001.00

1.00

1$00.10 $5.10 2.10 12$.20 $1.$0

$.0 $1.23 .3 2.5 1$.$

2101.20

LONG%TUD TOTAL

3/ 12"" 1/2 5/ 3/$ 1

0.50 0. 0.$ 1.552 2.235 3.3

$1.$0

$1.$0

131.10

50.00

50.00

50.00

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 199/572

50.00

.00

.00

2.00

2.10

$1.$0200.10

3$.50

1.00

10$.$0

10.00

152.00

1.00

20.0

20.0

31.05

31.05

.00

.00

1.00

1.00

103.20 1$2.00 103.50 12$.20

105. 1$1.15 10.3 2.5

10.32

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 200/572

LONG%TUD TOTAL

3/ 12"" 1/2 5/ 3/$ 1

0.50 0. 0.$ 1.552 2.235 3.3

$1.$0

$1.$0

131.10

50.00

50.00

50.00

50.00

.00.00

2.00

2.10

$1.$0

200.10

3$.50

1.00

10$.$0

10.00

152.00

1.00

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 201/572

10.10 1$$.0 $1.$0

5.10 22$. 2.53

133.3

LONG%TUD TOTAL

3/ 12"" 1/2 5/ 3/$ 1

0.50 0. 0.$ 1.552 2.235 3.3

$1.$0

$1.$0

131.10

50.00

50.00

50.00

50.00

.00

.00

2.00

2.10

$1.$0

200.10

3$.50

1.00

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 202/572

10$.$0

10.00

152.00

1.00

10.10 1.30

5.10 2.1$

1333.$

LONG%TUD TOTAL

3/ 12"" 1/2 5/ 3/$ 1

0.50 0. 0.$ 1.552 2.235 3.3

$1.$0

$1.$0

131.10

50.00

50.00

50.00

50.00

.00

.00

2.00

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 203/572

2.10

$1.$0

200.10

3$.50

1.00

10$.$0

10.00

152.00

1.00

10.10 1.30

5.10 2.1$

1333.$

LONG%TUD TOTAL

3/ 12"" 1/2 5/ 3/$ 1

0.50 0. 0.$ 1.552 2.235 3.3

$1.$0

$1.$0

131.10

50.00

50.00

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 204/572

50.00

50.00

.00

.00

2.00

2.10

$1.$0

200.10

3$.50

1.00

10$.$0

10.00

152.00

1.00

10.10 1.30

5.10 2.1$

1333.$

LONG%TUD TOTAL

3/ 12"" 1/2 5/ 3/$ 1

0.50 0. 0.$ 1.552 2.235 3.3

7/17/2019 Metrado_Estructuras_ Mancora

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1$.$0

1$.$0

$5.0

15.00

15.00

15.00

15.00

25.0

25.0

2.0

2.10

$1.$0

200.10

3$.50

1.00

10$.$0

10.00

152.00

1.00

110.00 132.30

55.20 205.33

20.

7/17/2019 Metrado_Estructuras_ Mancora

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Partida ELEMENTO CONCRETO f'c= 210

N" !E#CR$PC$ON CNT.ME!$!#

& a01.00.00 OBRAS DE CONCRETO ARMADO

01.01.00 6iga4 : C;rt*4

3° SOTANO

6$7 6+1 <500> 1 ,.30 0.50

1

1

1

1

6$7 6+2 <%00> 1 %.20 0.%0

1

6$7 6+% <%00> 1 %.20 0.%0

1

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6$7 6+% <%00> 1 .25 0.%0

1 3.81 0.%0

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TOTL M% - 1.

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01.00.00 OBRAS DE CONCRETO ARMADO

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1 2.30 0.30

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6$7 6+22 <30.0> 1 1.5 0.30

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1

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1 ,.,5 0.%0

1

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CORTE 3+3 1 %.10 0.15

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Partida ELEMENTO CONCRETO f'c= 210

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6$7 6+8 <150> 1 2.85 0.15

1 3.00 0.15

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1

1

6$7 6+21 <30.0> 1 ,.85 0.30

1 2.30 0.30

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6$7 6+22 <30.0> 1 1.5 0.30

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1

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1 ,.,5 0.%0

1

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CORTE 1+1 1 15.80 0.%0

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CORTE 2+2 1 11.50 0.%0

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1

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1

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CORTE 3+3 1 %.10 0.15

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CORTE 13+13 1 %.%0 0.15

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1

TOTL M% - 1%.0

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Partida ELEMENTO CONCRETO f'c= 210

N" !E#CR$PC$ON CNT.ME!$!#

& a

01.00.00 OBRAS DE CONCRETO ARMADO

01.01.00 6iga4 : C;rt*4SEXTO PISO

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1

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1

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1 ,.,5 0.%0

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1

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TOTL M% - 1%.0

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Partida ELEMENTO CONCRETO f'c= 210

N" !E#CR$PC$ON CNT.ME!$!#

& a

01.00.00 OBRAS DE CONCRETO ARMADO

01.01.00 6iga4 : C;rt*4SEPTIMO PISO

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1 %.0 0.50

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1

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TOTL M% - 11.,

Partida ELEMENTO CONCRETO f'c= 210

N" !E#CR$PC$ON CNT.ME!$!#

& a

01.00.00 OBRAS DE CONCRETO ARMADO

01.01.00 6iga4 : C;rt*4

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1

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TOTL M% - 0.3

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  E CONCRETO ARMADO

ENCOFR!O F$ERRO EN C/ ELEMENTO

ME!$!#TOTL M2 !$M. CNT. LON7.

,mm 1/3

PER$M. LON7. 0.222 0.250

  1.30 ,.30 8., 1 2 8.50

  + + %/3 2 8.50

  + + %/3 3 8.55

  + + %/3 3 3.,0

  + + %/8 3% 2.%5

  1.35 %.20 3.,3 %/3 3 5.50

  + %/8 %0 1.5

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  + %/8 %0 1.5

  1.25 %.15 %.3 5/8 3 1%.50

  1.30 %.%0 3.,2 5/8 1 2.15

  1.30 3.,5 ,.51 5/8 1 %.%5

  + + 5/8 2 2.0

  + + %/8 80 1.,5

  1.30 .20 10.08 %/3 1 1.%0

  1.30 .00 .80 %/3 2 2%.50

  1.30 2.0 %.8 %/3 1 21.50

  1.25 1.00 1.25 %/3 2 2%.50

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  + %/3 2 21.50

  + 1 2 %.50

  + 1 2 3.10

  + 1 1 %.%0

  + %/3 1 3.10

  + 5/8 1 3.10

  + %/3 1 5.10

  + 5/8 1 3.80

  + %/8 110 2.%5

  + %/8 1.5

  1.35 ,.55 .50 %/3 3 15.00

  1.35 3.35 ,.35 %/3 3 15.30

  + %/3 2 2.5

  + 5/8 2 %.0

  + 5/8 1 2.35  + %/8 , 2.%5

  1.35 ,.,5 .,3 %/3 3 15.00

  1.35 %.,2 5.25 %/3 3 15.00

  + %/3 1 2.0

  + %/3 2 3.00

  + 5/8 2 %.30

  + 5/8 2 3.,5

  + %/8 , 2.%5

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  1.30 3.88 ,.8% %/3 3 1,.00

  + %/3 1 3.85

  + %/3 2 3.00

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  + 5/8 2 %.30

  + %/8 2.%5

  1.20 %.0 3.,8 %/3 2 ,.10

  1.20 5., ,.1 %/3 2 ,.%5

 5/8 2 2.3%

  + %/3 % 8.10

  + %/3 % 8.,0

  + 1 2 %.05

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  + %/8 5, 2.00

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  1.30 2.30 %.%, %/3 2 13.50

  1.20 2.00 2.30 %/3 2 18.00

  + %/3 2 13.50

  + 5/8 2 3.85  + %/8 ,0 2.%5

  + %/8 13 1.5

  1.30 ,.85 .5 %/3 3 8.0

  + %/3 3 .00

  + %/3 1 2.50

  + + %/3 1 2.50

  + + %/3 2 5.10

  + + 5/8 1 5.10

  + + %/8 35 2.%5

  + +

1.30 3.10 5.3 5/8 3 3.50

  + %/8 %3 1.0

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  1.30 3.20 5.88 5/8 5 3.,0

  + %/8 %% 1.0

  1.00 1.0 1.0 5/8 3 2.%0

  + %/8 18 1.20

  1.00 2.10 2.10 5/8 3 2.50

  + %/8 18 1.20

  0.85 1.0 1.,2 5/8 3 2.%0

  + %/8 18 1.20

  1.00 %.15 %.15 5/8 3 %.55

  + %/8 2% 1.20

  1.30 1.10 1.53 5/8 3 1.50

  + %/8 8 1.0

  0.50 %.35 1.% 5/8 , %.85

  + %/8 23 1.30

  1.30 %.%0 3.,2 5/8 , %.0

  + %/8 23 1.30

 TOTAL POR DIAM. EN M.

 TOTAL POR DIAM. EN K.

TOTL M2 - 10.28 TOTL 7ENERL EN 97.

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ENCOFR!O F$ERRO EN C/ ELEMENTO

ME!$!#TOTL M2 !$M. CNT. LON7.

,mm 1/3

PER$M. LON7. 0.222 0.250

  1.30 ,.0 .,, 1 2 8.50

  + + %/3 2 8.50

  + + %/3 3 8.55

  + + %/3 3 3.,0

  + + %/8 32 2.%5

  1.30 5.35 .,% 1 2 .10

  + + %/3 2 .10

  + + %/3 3 .10  + + %/3 3 3.00

  + + %/8 %3 2.%5

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  + %/8 28 1.5

  1.35 %.20 3.,3 %/3 3 5.50

  + %/8 28 1.5

  1.25 %.15 %.3 5/8 3 1%.50

  1.30 %.%0 3.,2 5/8 1 2.15

  1.30 3.,5 ,.51 5/8 1 %.%5

  + + 5/8 2 2.0

  + + %/8 80 1.,5

  1.30 .20 10.08 %/3 1 1.%0

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  1.30 .00 .80 %/3 2 2%.50

  1.30 2.0 %.8 %/3 1 21.50

  1.25 1.00 1.25 %/3 2 2%.50

  + %/3 2 21.50

  + 1 2 %.50

  + 1 2 3.10

  + 1 1 %.%0

  + %/3 1 3.10

  + 5/8 1 3.10

  + %/3 1 5.10

  + 5/8 1 3.80

  + %/8 110 2.%5

  + %/8 1.5

  1.35 ,.,5 .,3 %/3 3 15.00

  1.35 %.,2 5.25 %/3 3 15.00  + %/3 1 2.0

  + %/3 2 3.00

  + 5/8 2 %.30

  + 5/8 2 3.,5

  + %/8 , 2.%5

  1.30 ,.85 .5 %/3 3 1,.00

  1.30 3.88 ,.8% %/3 3 1,.00

  + %/3 1 3.85

  + %/3 2 3.00

  + 5/8 2 %.30

  + %/8 , 2.%5

  1.20 %.0 3.,8 %/3 2 ,.10

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  1.20 5., ,.1 %/3 2 ,.%5

 5/8 2 2.3%

  + %/3 % 8.10

  + %/3 % 8.,0

  + 1 2 %.05

  + 5/8 1 3.20

  + %/8 55 2.00

  1.30 ,.85 .5 %/3 2 18.00

  1.30 2.30 %.%, %/3 2 13.50

  1.20 2.00 2.30 %/3 2 18.00

  + %/3 2 13.50

  + 5/8 2 3.85

  + %/8 ,0 2.%5

  + %/8 13 1.5

  1.35 ,.55 .50 %/3 3 2%.00  1.35 3.35 ,.35 %/3 3 2%.00

  1.35 .22 10.3 %/3 1 2.5

  + 1 1 2.5

  + %/3 2 3.10

  + 1 2 3.10

  + %/3 2 2.30

  + %/3 % 5.10

  + %/8 115 2.%5

  1.30 ,.85 .5 %/3 3 18.00

  1.%0 2.30 %.12 %/3 2 12.50

  1.20 %.2 %.2 %/3 2 .00

  + + %/3 2 3.0

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  + + %/3 2 3.00

  + + 5/8 1 %.30

  + + %/8 3, 2.%5

  + + %/8 1, 2.15

  + + %/8 21 1.5

  0.50 %.35 1.% 5/8 , %.85

  + %/8 20 1.30

  1.30 5.0 .8 5/8 5 ,.10

  + %/8 3% 1.0

  1.00 1.0 1.0 5/8 3 2.%0

  + %/8 1 1.20

  1.00 2.10 2.10 5/8 3 2.50

  + %/8 1 1.20

  0.85 1.0 1.,2 5/8 3 2.%0

  + %/8 1 1.20

  1.00 %.15 %.15 5/8 3 %.55

  + %/8 2% 1.20

  1.30 %.%0 3.,2 5/8 , %.0

  + %/8 2% 1.30

 TOTAL POR DIAM. EN M.

 TOTAL POR DIAM. EN K.

TOTL M2 - 10.5 TOTL 7ENERL EN 97.

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 277/572

ENCOFR!O F$ERRO EN C/ ELEMENTO

ME!$!#TOTL M2 !$M. CNT. LON7.

,mm 1/3

PER$M. LON7. 0.222 0.250

  1.30 ,.0 .,, 1 2 8.50

  + + %/3 2 8.50

  + + %/3 3 8.55

  + + %/3 3 3.,0

  + + %/8 % 2.%5

  1.30 5.35 .,% 1 2 .10

  + + %/3 2 .10

  + + %/3 3 .10  + + %/3 3 3.00

  + + %/8 %2 2.%5

  1.35 %.20 3.,3 %/3 3 5.50

  + %/8 2 1.5

  1.35 %.20 3.,3 %/3 3 5.50

  + %/8 2 1.5

  1.25 %.15 %.3 5/8 3 1%.50

  1.30 %.%0 3.,2 5/8 1 2.15

  1.30 3.,5 ,.51 5/8 1 %.%5

  + + 5/8 2 2.0

  + + %/8 8 1.,5

  1.30 .20 10.08 %/3 1 1.%0

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  1.30 .00 .80 %/3 2 2%.50

  1.30 2.0 %.8 %/3 1 21.50

  1.25 1.00 1.25 %/3 2 2%.50

  + %/3 2 21.50

  + 1 2 %.50

  + 1 2 3.10

  + 1 1 %.%0

  + %/3 1 3.10

  + 5/8 1 3.10

  + %/3 1 5.10

  + 5/8 1 3.80

  + %/8 115 2.%5

  + %/8 1.5

  1.35 ,.,5 .,3 %/3 3 15.00

  1.35 %.,2 5.25 %/3 3 15.00  + %/3 1 2.0

  + %/3 2 3.00

  + 5/8 2 %.30

  + 5/8 2 3.,5

  + %/8 3 2.%5

  1.30 ,.85 .5 %/3 3 1,.00

  1.30 3.88 ,.8% %/3 3 1,.00

  + %/3 1 3.85

  + %/3 2 3.00

  + 5/8 2 %.30

  + %/8 5 2.%5

  1.20 %.0 3.,8 %/3 2 ,.10

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  1.20 5., ,.1 %/3 2 ,.%5

 5/8 2 2.3%

  + %/3 % 8.10

  + %/3 % 8.,0

  + 1 2 %.05

  + 5/8 1 3.20

  + %/8 55 2.00

  1.30 ,.85 .5 %/3 2 18.00

  1.30 2.30 %.%, %/3 2 13.50

  1.20 2.00 2.30 %/3 2 18.00

  + %/3 2 13.50

  + 5/8 2 3.85

  + %/8 58 2.%5

  + %/8 13 1.5

  1.35 ,.55 .50 %/3 3 2%.00  1.35 3.35 ,.35 %/3 3 2%.00

  1.35 .22 10.3 %/3 1 2.5

  + 1 1 2.5

  + %/3 2 3.10

  + 1 2 3.10

  + %/3 2 2.30

  + %/3 % 5.10

  + %/8 115 2.%5

  1.30 ,.85 .5 %/3 3 18.00

  1.%0 2.30 %.12 %/3 2 12.50

  1.20 %.2 %.2 %/3 2 .00

  + + %/3 2 3.0

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  + + %/3 2 3.00

  + + 5/8 1 %.30

  + + %/8 35 2.%5

  + + %/8 1, 2.15

  + + %/8 23 1.5

  0.50 %.35 1.% 5/8 , %.85

  + %/8 2% 1.30

  1.30 5.0 .8 5/8 5 ,.10

  + %/8 32 1.0

  1.00 1.0 1.0 5/8 3 2.%0

  + %/8 1, 1.20

  1.00 2.10 2.10 5/8 3 2.50

  + %/8 1 1.20

  1.30 %.%0 3.,2 5/8 , %.0

  + %/8 22 1.30

 TOTAL POR DIAM. EN M.

 TOTAL POR DIAM. EN K.

TOTL M2 - 18,.18 TOTL 7ENERL EN 97.

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 281/572

ENCOFR!O F$ERRO EN C/ ELEMENTO

ME!$!#TOTL M2 !$M. CNT. LON7.

,mm 1/3

PER$M. LON7. 0.222 0.250

  1.30 ,.0 .,, 1 2 8.50

  + + %/3 2 8.50

  + + %/3 3 8.55

  + + %/3 3 3.,0

  + + %/8 35 2.%5

  1.30 5.35 .,% 1 2 .10

  + + %/3 2 .10

  + + %/3 3 .10  + + %/3 3 3.00

  + + %/8 %3 2.%5

  1.35 %.20 3.,3 %/3 3 5.50

  + %/8 %0 1.5

  1.35 %.20 3.,3 %/3 3 5.50

  + %/8 %0 1.5

  1.25 %.15 %.3 5/8 3 1%.50

  1.30 %.%0 3.,2 5/8 1 2.15

  1.30 3.,5 ,.51 5/8 1 %.%5

  + + 5/8 2 2.0

  + + %/8 80 1.,5

  1.30 .20 10.08 %/3 1 1.%0

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  1.30 .00 .80 %/3 2 2%.50

  1.30 2.0 %.8 %/3 1 21.50

  1.25 1.00 1.25 %/3 2 2%.50

  + %/3 2 21.50

  + 1 2 %.50

  + 1 2 3.10

  + 1 1 %.%0

  + %/3 1 3.10

  + 5/8 1 3.10

  + %/3 1 5.10

  + 5/8 1 3.80

  + %/8 110 2.%5

  + %/8 1.5

  1.35 ,.,5 .,3 %/3 3 15.00

  1.35 %.,2 5.25 %/3 3 15.00  + %/3 1 2.0

  + %/3 2 3.00

  + 5/8 2 %.30

  + 5/8 2 3.,5

  + %/8 5 2.%5

  1.30 ,.85 .5 %/3 3 1,.00

  1.30 3.88 ,.8% %/3 3 1,.00

  + %/3 1 3.85

  + %/3 2 3.00

  + 5/8 2 %.30

  + %/8 , 2.%5

  1.20 %.0 3.,8 %/3 2 ,.10

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  1.20 5., ,.1 %/3 2 ,.%5

 5/8 2 2.3%

  + %/3 % 8.10

  + %/3 % 8.,0

  + 1 2 %.05

  + 5/8 1 3.20

  + %/8 55 2.00

  1.30 ,.85 .5 %/3 2 18.00

  1.30 2.30 %.%, %/3 2 13.50

  1.20 2.00 2.30 %/3 2 18.00

  + %/3 2 13.50

  + 5/8 2 3.85

  + %/8 5 2.%5

  + %/8 13 1.5

  1.35 ,.55 .50 %/3 3 2%.00  1.35 3.35 ,.35 %/3 3 2%.00

  1.35 .22 10.3 %/3 1 2.5

  + 1 1 2.5

  + %/3 2 3.10

  + 1 2 3.10

  + %/3 2 2.30

  + %/3 % 5.10

  + %/8 115 2.%5

  1.30 ,.85 .5 %/3 3 18.00

  1.%0 2.30 %.12 %/3 2 12.50

  1.20 %.2 %.2 %/3 2 .00

  + + %/3 2 3.0

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  + + %/3 2 3.00

  + + 5/8 1 %.30

  + + %/8 3, 2.%5

  + + %/8 1, 2.15

  + + %/8 21 1.5

  0.50 %.35 1.% 5/8 , %.85

  + %/8 %2 1.30

  1.30 5.0 .8 5/8 5 ,.10

  + %/8 32 1.0

  1.00 1.0 1.0 5/8 3 2.%0

  + %/8 1, 1.20

  1.00 2.10 2.10 5/8 3 2.50

  + %/8 1 1.20

  1.30 %.%0 3.,2 5/8 , %.0

  + %/8 22 1.30

 TOTAL POR DIAM. EN M.

 TOTAL POR DIAM. EN K.

TOTL M2 - 18,.18 TOTL 7ENERL EN 97.

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 285/572

ENCOFR!O F$ERRO EN C/ ELEMENTO

ME!$!#TOTL M2 !$M. CNT. LON7.

,mm 1/3

PER$M. LON7. 0.222 0.250

  1.10 5.33 5.8 %/3 2 .00

  3.8 1.% .22 %/3 2 .00

  + + 1 2 %.30

  + + %/3 1 5.80

  + + %/8 2 2.52

  + + %/8 8 2.20

  + + 1 % %.15

  + + %/8 2 1.85  + + %/8 , 5.25

  3.,8 1.80 8.32 5/8 2 ,.10

  1.30 2.3 %.83 5/8 2 3.50

  + + 5/8 2 3.10

  + + 5/8 3 2.80

  + + %/8 3 2.20

  + + %/8 10 1.5

  + + %/8 , 5.00

  + + %/8 13 1.,0

  0.50 ,.5 %.%8 %/3 3 8.00

  + + 5/8 2 8.00

  + + 5/8 1 3.5

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  + + %/8 %8 1.55

  0.50 ,.00 %.00 5/8 % .10

  + + 5/8 % .20

  + + 5/8 1 3.30

  + + %/8 30 1.55

  0.50 5.35 2.% 5/8 % .10

  + + 5/8 % .20

  + + 5/8 1 3.30

  + + %/8 30 1.55

  1.35 %.20 3.,3 %/3 3 5.50

  + %/8 25 1.5

  1.35 %.20 3.,3 %/3 3 5.50

  + %/8 25 1.5

  1.25 %.15 %.3 5/8 3 1%.50

  1.30 %.%0 3.,2 5/8 1 2.15

  1.30 3.,5 ,.51 5/8 1 %.%5

  + + 5/8 2 2.0

  + + %/8 80 1.,5

  0.50 .% .% %/3 % 8.50

  + + %/3 % 8.50

  + + 5/8 1 5.20

  + + %/8 32 1.55

  0.50 .51 11.2 %/3 % 8.0

  + + %/3 % 8.0

  + + 5/8 2 5.20

  + + %/8 32 1.55

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  1.%5 .10 .5 %/3 2 18.00

  1.%5 .00 .35 %/3 2 18.00

  1.15 %.85 3.3% %/3 2 2%.50

  + + %/3 2 2%.50

  + 1 1 %.,0

  + 5/8 1 5.00

  + 1 2 3.10

  + 5/8 1 3.80

  + %/3 1 3.10

  + %/8 , 2.%5

  + %/8 25 1.5

  1.50 ,.,5 .8 %/3 2 2%.50  1.3% 3.35 ,.%3 5/8 2 2%.50

  1.15 .12 8.1 %/3 2 23.00

  + + 5/8 2 23.00

  + + %/3 1 2.5

  + + 5/8 1 %.0

  + + %/8 100 2.%5

  2.85 1.35 3.1% 1 2 2.0

  1.50 5.25 .88 1 1 2.0

  + + %/8 2 2.00

  + + %/8 2 1.,0

  + + %/3 3 8.0

  + + 1 2 3.0

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  + + %/8 5 %.%0

  + + %/8 2, 1.5

  0.50 ,.0 %.%5 5/8 % 8.50

  + + %/3 % 8.50

  + 5/8 2 3.0

 %/8 % 1.%5

  1.15 ,.,5 .,5 %/3 2 15.50

  1.15 %.5, 3.0 %/3 2 15.50

  + 5/8 1 3.,5

 %/3 1 3.00

 %/8 0 1.5

  1.10 ,.,5 .%2 5/8 3 ,.80

  + + 5/8 1 %.80

  + %/8 %2 1.85

  1.15 ,.85 .88 %/3 3 1,.00  1.15 3.88 5.,1 5/8 2 3.85

  + %/3 2 3.20

 %/8 2 1.5

  1.2% %.0 3.8 %/3 3 ,.30

  1.2% 5., .0, 5/8 1 2.35

  + %/3 3 8.,0

 %/8 ,0 1.5

  2.,8 3.25 11.% 1 % ,.35

  1.30 2.,0 %.,3 %/3 2 5.10

  1.30 2.30 %.%, %/8 3 5.00

  1.30 1.5 2.% %/8 2 3.10

 %/3 2 1%.,0

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 %/3 3 18.00

 %/8 15 %.50

 %/8 3% 2.15

 %/8 1% 1.5

1 2 3.20

  1.%5 3.55 ,.13 5/8 2 5.80

  + + 5/8 2 ,.00

  + 5/8 1 %.20

 %/8 28 1.,0

  1.%% ,.85 .08 %/3 3 18.00

  1.%% 2.30 %.18 %/3 2 1%.00

  1.3% %.2 3.,, %/3 2 3.85

1 2 3.20

 %/8 ,3 2.85

 %/8 21 1.5  1.05 10.80 11.%3 %/8 % 11.20

  + %/8 3, 1.15

  ,.0 2.5 1. %/8 12 5.15

  + %/8 1% %.00

  + + %/8 1 1.80

  0.15 35.00 ,.5 1/2 2 3,.20

  + 1/3 185 0.30 3

  3.23 3.20 1.81 %/3 3 5.00

  + %/8 5.00

  + + %/8 1 %.0

  + + %/8 1 1.0

  3.,0 1.%5 ,.21 %/3 3 2.00

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  1.2 1.%5 1.1 %/8 1.0

  + + %/8 12 %.00

  + + %/8 12 %.%0

  + + %/8 12 1.80

  0.15 %.10 0.3 5/8 3 %.0

  + %/8 20 1.,0

  + + 1/2 1 %.0

  + + 1/2 1% 0.0

  0.%0 ,.0 2.01 1/2 3 .50

  + 1/3 , 1.20 80

  0.30 3.50 1.80 1/2 , 5.%0

  + 1/3 35 1.20 53

  1.15 %.50 3.0% 5/8 3 3.%0

  + %/8 23 1.0

  1.15 3.15 13.%2 1/2 3 3.5

  + 1/3 2 1.20

  2.%5 3.15 .5 5/8 3 3.5

  + %/8 8 3.15

  + + %/8 28 2.0

  0.%0 1.80 0.53 1/2 3 2.,0

  + 1/3 18 1.20 21

  1.15 3.15 3. 5/8 3 3.5

  + %/8 28 1.,0

  1.15 %.,0 3.13 5/8 3 3.30

  + %/8 23 1.,0

  1.15 3.10 3.2 5/8 3 3.0

  + %/8 28 1.,0

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 291/572

  1.35 3.05 5.8 5/8 3 3.85

  + %/8 20 1.,0

  0.50 11.,8 5.83 5/8 , 12.38

  + %/8 28 1.,0

  1.30 %.%0 3.,2 5/8 , %.0

  + %/8 20 1.30

  0.%0 2.00 8.30 1/2 2 2.20

  + 1/3 13 0.30 8.3

  + +

 TOTAL POR DIAM. EN M. 305.,

 TOTAL POR DIAM. EN K. 101.4

TOTL M2 - %,,.25 TOTL 7ENERL EN 97.

ENCOFR!O F$ERRO EN C/ ELEMENTO

ME!$!# TOTL M2 !$M. CNT. LON7. ,mm 1/3

PER$M. LON7. 0.222 0.250

  1.%8 %.2, 3.38 %/3 , 11.30

  1.%8 %.2, 3.38 %/3 2 2.85

  + + %/3 2 2.0

  + + %/3 2 2.0

  + + %/3 2 2.85

  + + %/8 50 1.85

  1.15 8.00 .20 %/3 5 .00

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 292/572

  + + %/3 2 5.50

  + + %/8 % 1.5

  0.50 .10 %.55 5/8 , 8.00

  + + 5/8 2 5.10

  + + %/8 %8 1.55

  0.50 ,.50 %.25 1/2 , .30

  + + 1/2 2 3.0

  + + 1/3 %3 1.55 52

  1.10 5.,0 ,.1, %/3 2 .%5

  + + 5/8 2 .%5

  + + 5/8 2 %.80

  + + 5/8 2 2.,0

  + + %/8 %3 1.5

  1.,5 %.30 5.,1 %/3 , 5.50

  + + %/3 2 2.,0  + + %/3 2 2.%0

  + + 1/2 2 3.00

  + + %/8 %5 2.15

  1.35 8.0 12.1 %/3 1 12.00

  1.35 .05 10.22 %/3 3 3.00

  1.35 .0 11.3, %/3 2 ,.10

  1.35 ,.0 .2 %/3 1 3.0

  1.35 3.0 ,.82 %/3 1 3.0

  1.35 2.85 3.1% %/3 2 3.10

  1.,5 %.20 5.28 %/3 2 3.30

  + %/3 1 %.50

  + + %/3 2 3.30

7/17/2019 Metrado_Estructuras_ Mancora

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  + %/3 2 3.30

  + + %/3 1 3.25

  + + %/3 2 %.0

  + + %/3 1 5.

  + + %/3 1 5.,0

  + + 1/2 2 3.,1

  + + %/8 10 1.5

  + + %/8 22 2.15

  0.50 .50 .50 5/8 % 8.50

  + + 1/2 % 8.50

  + + 1/2 2 5.20

  + + %/8 30 1.55

  1.%5 2.85 %.85 5/8 3 15.00

  1.%5 3.00 5.30 5/8 2 %.15

  1.%5 3.,5 ,.28 5/8 2 2.0  + + %/8 1 1.,5

  1.20 1.%5 1.,2 1 % 8.50

  2.25 1.00 2.25 1 % .00

  1.85 %.80 .0% %/3 3 3.80

  1.15 %.0 3.3 %/3 % %.05

  + + 1/2 3 1.85

  + + 1/2 3 1.,0

  + %/3 2 1.0

  + 1/2 3 3.10

  + 1 % .50

  + %/3 2 3.35

  + %/3 2 8.50

7/17/2019 Metrado_Estructuras_ Mancora

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  + 1 2 5.80

  + %/3 2 5.80

  + %/8 2.05

  + %/8 28 2.%

  + %/8 %2 1.5

  1.%0 ,.,5 8.,5 %/3 2 2%.50

  1.2% 3.35 5.35 %/3 2 2%.50

  1.15 .3% 8.53 1 2 %.35

  + + %/3 1 ,.80

  + + %/3 1 .00

  + %/8 115 1.5

  0.50 3.55 2.28 1/2 3 15.50

  0.50 .,0 %.80 5/8 2 .0

  + + 5/8 2 5.30

  + + %/8 ,8 1.55  0.50 %.50 1.5 5/8 3 .00

  0.50 1.20 0.,0 5/8 3 11.00

  + + %/8 35 1.55

  + +

1.0 ,.51 11.0 %/3 2 .5

  2.05 .05 13.35 %/3 2 33.00

  1.35 .5 11.23 %/3 % .00

  1.35 ,.,5 .,3 %/3 2 3.0

  1.35 3.55 ,.,0 %/8 3 .85

  1.35 .5 11.23 %/3 2 .00

  + + %/3 1 5.15

  + %/3 2 25.00

7/17/2019 Metrado_Estructuras_ Mancora

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  + + %/3 2 3.50

  + %/3 2 3.30

  + + %/3 1 3.30

  + + %/8 1, 1.5

  + + %/8 %5 2.55

  1.5 .05 12.%3 %/3 3 13.00

  1.5 1.00 1.5 %/3 2 11.00

  + + %/3 2 %.00

  + + 1 2 5.0

  + + %/3 1 5.0

  + + %/8 3% 2.05

  2.%0 10.81 23.8, %/3 3 15.00

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0.%0 %.,0 1.08 1/2 2 11.00

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  1.25 ,.85 8.5, %/3 , 1,.00

  1.25 3.88 ,.10 1 2 3.20

  + + %/8 % 2.20

  1.3% 2.5 3.20 %/3 3 2,.00

  1.3% .85 11.1 1 1 5.82

  1.55 ,.,5 10.%1 %/3 1 5.82

  1.55 3.,5 .21 %/3 2 5.35

  + + 1 1 3.30

  + + %/3 1 3.30

  + + %/3 1 3.%0

  + + %/8 112 2.00

  1.%5 2.5 %.8 %/3 3 .00

  1.%5 %.0 5.2 %/3 3 .00

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  + + 1 % .,0

  + + %/3 1 5.80

  + + %/8 31 2.30

  + +

1.%0 ,.5 8.8 %/3 2 13.50

  1.%0 ,.,5 8.,5 %/3 2 13.50

  + + %/3 1 ,.0

  + + 1 2 %.35

  + + %/3 1 %.0

  + + %/8 % 2.00

  1.3% 2.5 3.20 %/3 2 2,.00

  1.3% .5 11.03 %/3 2 2,.00

  1.3% ,.,5 .38 1 2 5.85

  1.3% 3.55 ,.38 %/3 1 3.55

  + + 1 1 .,0  <0.28> + + %/3 1 .,0

  <0.28> + + %/8 120 2.00

  1.3% ,.85 ., %/3 2 1.50

  1.50 2.30 %.,0 %/3 2 1.50

  1.50 %.2 3.1 %/3 1 2.50

  + + 5/8 2 1%.00

  + + 1 2 .%5

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0.%0 15.80 3.3 1/2 3 1,.20

  + 1/3 5 1.20 0

  0.%0 11.50 %.35 5/8 3 11.0

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  + %/8 55 1.20

  0.30 3.,5 1.8, 5/8 3 5.05

  + 1/2 1 5.05

  + %/8 2% 1.,0

  1.%5 %.10 3.1 5/8 3 %.50

 %/8 21 1.,0

  0.8 1.25 1.2% 5/8 3 1.,5

  + %/8 1.,0

  0.8 5.50 5.% 5/8 3 5.0

  + %/8 21 1.,0

  0.8 0.,0 0.5 5/8 3 1.00

  + %/8 % 1.,0

  0.15 .35 1.12 1/2 2 .85

  + 1/3 2 0.%0 8.

  0.20 0.%8 0.08 %/8 2 0.8

  0.20 0.5 0.15 1/2 2 1.15

  0.85 %.0 %.%2 5/8 3 3.%0

  + %/8 2, 0.%0

  1.15 1.20 1.%8 1/2 3 1.,0

  + 1/3 8 1.20 .,

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  + %/8 20 1.30

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 TOTAL POR DIAM. EN M. 1%.%

 TOTAL POR DIAM. EN K. 34.8

TOTL M2 - 218.18 TOTL 7ENERL EN 97.

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ENCOFR!O F$ERRO EN C/ ELEMENTO

ME!$!#TOTL M2 !$M. CNT. LON7.

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PER$M. LON7. 0.222 0.250

  1.%5 2.85 %.85 5/8 3 15.00

  1.%5 3.00 5.30 5/8 2 %.15

  1.%5 3.,5 ,.28 5/8 2 2.0

  + + %/8 , 1.,5

  0.50 %.50 1.5 5/8 3 .00

  0.50 1.20 0.,0 5/8 3 11.00

  + + %/8 33 1.55

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0.%0 5.1 1.1 1/2 2 ,.0

  + + 1/2 2 ,.0

  + + 5/8 2 3.11

  + + 1/3 2 1.15 %1

  1.15 %.0 3.3 %/3 2 1,.50

  1.15 5., ,.,2 %/3 2 1,.50

  + + %/3 2 2.35

  + + %/3 1 2.%0

  + + 1 2 2.5

  + + %/3 2 2.50  + + 1 2 %.00

  + + %/3 2 ,.15

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  + %/3 1 2.0

  + %/8 5 1.5

  1.25 ,.85 8.5, %/3 % 13.00

  1.25 2.30 %.00 %/3 % 13.00

  + + %/3 2 3.5

  + + 1 2 ,.2%

  + + %/8 3 2.15

  1.50 1.5 2.% %/3 3 3.50

  + + 1 2 3.50

  + + %/8 1% 2.15

  1.3% .25 10.%% %/3 3 1,.00

  1.3% 3.81 ,.85 5/8 1 5.10

  + + %/3 1 3.10

  + + %/8 5 1.5

  1.25 ,.85 8.5, %/3 , 1,.00

  1.25 3.88 ,.10 1 2 3.20

  + + %/8 % 2.20

  1.3% 2.5 3.20 %/3 3 2,.00

  1.3% .85 11.1 1 1 5.82

  1.55 ,.,5 10.%1 %/3 1 5.82

  1.55 3.,5 .21 %/3 2 5.35

  + + 1 1 3.30

  + + %/3 1 3.30

  + + %/3 1 3.%0

  + + %/8 112 2.00

  1.%5 2.5 %.8 %/3 3 .00

  1.%5 %.0 5.2 %/3 3 .00

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  + + 1 % .,0

  + + %/3 1 5.80

  + + %/8 31 2.30

  + +

1.%0 ,.5 8.8 %/3 2 13.50

  1.%0 ,.,5 8.,5 %/3 2 13.50

  + + %/3 1 ,.0

  + + 1 2 %.35

  + + %/3 1 %.0

  + + %/8 % 2.00

  1.3% 2.5 3.20 %/3 2 2,.00

  1.3% .5 11.03 %/3 2 2,.00

  1.3% ,.,5 .38 1 2 5.85

  1.3% 3.55 ,.38 %/3 1 3.55

  + + 1 1 .,0  <0.28> + + %/3 1 .,0

  <0.28> + + %/8 120 2.00

  1.3% ,.85 ., %/3 2 1.50

  1.50 2.30 %.,0 %/3 2 1.50

  1.50 %.2 3.1 %/3 1 2.50

  + + 5/8 2 1%.00

  + + 1 2 .%5

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0.%0 15.80 3.3 1/2 3 1,.20

  + 1/3 5 1.20 0

  0.%0 11.50 %.35 5/8 3 11.0

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  + %/8 55 1.20

  0.30 3.,5 1.8, 5/8 3 5.05

  + 1/2 1 5.05

  + %/8 2% 1.,0

  1.%5 %.10 3.1 5/8 3 %.50

 %/8 21 1.,0

  0.8 1.25 1.2% 5/8 3 1.,5

  + %/8 1.,0

  0.8 5.50 5.% 5/8 3 5.0

  + %/8 21 1.,0

  0.8 0.,0 0.5 5/8 3 1.00

  + %/8 % 1.,0

  0.15 .35 1.12 1/2 2 .85

  + 1/3 2 0.%0 8.

  0.20 0.%8 0.08 %/8 2 0.8

  0.20 0.5 0.15 1/2 2 1.15

  0.85 %.0 %.%2 5/8 3 3.%0

  + %/8 2, 0.%0

  1.15 1.20 1.%8 1/2 3 1.,0

  + 1/3 8 1.20 .,

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  + %/8 20 1.30

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 TOTAL POR DIAM. EN M. 1%.%

 TOTAL POR DIAM. EN K. 34.8

TOTL M2 - 218.18 TOTL 7ENERL EN 97.

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ENCOFR!O F$ERRO EN C/ ELEMENTO

ME!$!#TOTL M2 !$M. CNT. LON7.

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PER$M. LON7. 0.222 0.250

  1.%5 2.85 %.85 5/8 3 15.00

  1.%5 3.00 5.30 5/8 2 %.15

  1.%5 3.,5 ,.28 5/8 2 2.0

  + + %/8 , 1.,5

  0.50 %.50 1.5 5/8 3 .00

  0.50 1.20 0.,0 5/8 3 11.00

  + + %/8 33 1.55

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0.%0 5.1 1.1 1/2 2 ,.0

  + + 1/2 2 ,.0

  + + 5/8 2 3.11

  + + 1/3 2 1.15 %1

  1.15 %.0 3.3 %/3 2 1,.50

  1.15 5., ,.,2 %/3 2 1,.50

  + + %/3 2 2.35

  + + %/3 1 2.%0

  + + 1 2 2.5

  + + %/3 2 2.50  + + 1 2 %.00

  + + %/3 2 ,.15

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  + %/3 1 2.0

  + %/8 5 1.5

  1.25 ,.85 8.5, %/3 % 13.00

  1.25 2.30 %.00 %/3 % 13.00

  + + %/3 2 3.5

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  1.50 1.5 2.% %/3 3 3.50

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  1.25 3.88 ,.10 1 2 3.20

  + + %/8 % 2.20

  1.3% 2.5 3.20 %/3 3 2,.00

  1.3% .85 11.1 1 1 5.82

  1.55 ,.,5 10.%1 %/3 1 5.82

  1.55 3.,5 .21 %/3 2 5.35

  + + 1 1 3.30

  + + %/3 1 3.30

  + + %/3 1 3.%0

  + + %/8 112 2.00

  1.%5 2.5 %.8 %/3 3 .00

  1.%5 %.0 5.2 %/3 3 .00

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  + + 1 % .,0

  + + %/3 1 5.80

  + + %/8 31 2.30

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1.%0 ,.5 8.8 %/3 2 13.50

  1.%0 ,.,5 8.,5 %/3 2 13.50

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  1.3% 2.5 3.20 %/3 2 2,.00

  1.3% .5 11.03 %/3 2 2,.00

  1.3% ,.,5 .38 1 2 5.85

  1.3% 3.55 ,.38 %/3 1 3.55

  + + 1 1 .,0  <0.28> + + %/3 1 .,0

  <0.28> + + %/8 120 2.00

  1.3% ,.85 ., %/3 2 1.50

  1.50 2.30 %.,0 %/3 2 1.50

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  + + 5/8 2 1%.00

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0.%0 15.80 3.3 1/2 3 1,.20

  + 1/3 5 1.20 0

  0.%0 11.50 %.35 5/8 3 11.0

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  + %/8 55 1.20

  0.30 3.,5 1.8, 5/8 3 5.05

  + 1/2 1 5.05

  + %/8 2% 1.,0

  1.%5 %.10 3.1 5/8 3 %.50

 %/8 21 1.,0

  0.8 1.25 1.2% 5/8 3 1.,5

  + %/8 1.,0

  0.8 5.50 5.% 5/8 3 5.0

  + %/8 21 1.,0

  0.8 0.,0 0.5 5/8 3 1.00

  + %/8 % 1.,0

  0.15 .35 1.12 1/2 2 .85

  + 1/3 2 0.%0 8.

  0.20 0.%8 0.08 %/8 2 0.8

  0.20 0.5 0.15 1/2 2 1.15

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  + %/8 20 1.30

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 TOTAL POR DIAM. EN M. 1%.%

 TOTAL POR DIAM. EN K. 34.8

TOTL M2 - 218.18 TOTL 7ENERL EN 97.

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ENCOFR!O F$ERRO EN C/ ELEMENTO

ME!$!#TOTL M2 !$M. CNT. LON7.

,mm 1/3

PER$M. LON7. 0.222 0.250

  1.%5 2.85 %.85 5/8 3 15.00

  %.%5 3.00 1%.30 5/8 2 5.30

  1.%5 3.,5 ,.28 %/8 8 3.50

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  0.50 1.20 0.,0 5/8 3 11.00

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0.%0 5.1 %.3% 1/2 2 ,.0

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  1.15 5., ,.,2 %/3 2 1,.50

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  + %/3 1 2.0

  + %/8 5 1.5

  1.25 ,.85 8.5, %/3 % 13.00

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  1.3% .85 11.1 1 1 5.82

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  + + %/8 112 2.00

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  + + 1 % .,0

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  1.3% ,.,5 .38 1 2 5.85

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  <0.28> + + %/8 120 2.00

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0.30 3.,5 1.8, 5/8 3 5.05

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  + %/8 2% 1.,0

  1.%5 %.10 3.1 5/8 3 %.50

 %/8 21 1.,0

  0.8 1.25 1.2% 5/8 3 1.,5

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  0.15 .35 1.12 1/2 2 .85

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  0.20 0.5 0.15 1/2 2 1.15

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 TOTAL POR DIAM. EN M. 80.3

 TOTAL POR DIAM. EN K. 20.1

TOTL M2 - 20,.%0 TOTL 7ENERL EN 97.

ENCOFR!O F$ERRO EN C/ ELEMENTO

ME!$!#TOTL M2 !$M. CNT. LON7.

,mm 1/3

PER$M. LON7. 0.222 0.250

  1.30 2%.00 %2.20 1/2 3 23.00

  + + 1/3 153 1.,0 23,.3

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 TOTAL POR DIAM. EN M. 23,.30

 TOTAL POR DIAM. EN K. 61.60

TOTL M2 - %5.,% TOTL 7ENERL EN 97.

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101.05

22.00

58.50

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Partida ELEMENTO CONCRETO f'c= 210 kg

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Partida ELEMENTO CONCRETO f'c= 210 kg

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  1.00 5.,, 5.,, 1/2 1 %.50

  1.00 3.20 3.20 1/2 1 3.%0

  + + + 1/2 1 %.50

  + + %/8 12 5.20

  + + + %/8 12 2.%0

  + + + %/8 10 2.1

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  + + + %/8 10 2.00

  + + + %/8 , %.%5

  + + + %/8 , %.5%

  + + + %/8 , 5.20

  + + + %/8 , 5.,0

  + + + %/8 %.10

  + + + %/8 22 2.05

  + + + %/8 22 .85

  + + + %/8 11 5.10

  + + + %/8 22 %.20

  + + + %/8 22 5.11

  + + + %/8 11 %.%0

  + + +

+ + +

+ + ++ + +

1.00 55.,0 55.,0 %/8 % 8.%0

  1.00 55.55 55.55 %/8 % 5.%0

  + + + %/8 % 2.25

  + + + %/8 12 8.20

  + + + %/8 12 1.85

  + + + %/8 25 8.50

  + + + %/8 25 .0

  + + + %/8 %8 2.05

  + + + %/8 %8 8.00

  + + + %/8 %8 .30

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 436/572

  + + + %/8 %8 8.20

  + + + %/8 %8 %.05

  + + + 1/2 20 5.5

  + + + 1/2 18 3.30

  + + + %/8 20 1.80

  + + + 5/8 2 5.80

  1.00 %., %., %/8 5 3.0

  1.00 .%0 .%0 %/8 5 5.25

  1.00 33.20 33.20 %/8 20 %.55

  1.00 30.0 30.0 %/8 20 2.80

  + + + %/8 %8 ,.5

  + + + %/8 %8 3.30

  + + + %/8 %8 2.10

  + + + %/8 %8 2.05

  + + + %/8 2 8.25  + + + %/8 2 5.%0

  + + + %/8 2 2.30

  + + + %/8 2 2.30

  + + + %/8 %% 8.00

  + + + %/8 %% 22.00

  + + + 1/2 %% %.35

  + + + %/8 %% 5.35

  + + + %/8 %% %.0

  + + + 1/2 %% 3.50

  + %/8 %% %.85

  + + + %/8 %% 2.10

  + + +

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 437/572

  +

 TOTAL POR DIAM. EN M.

 TOTAL POR DIAM. EN K. 6

TOTL M2 - 5%5.%0 TOTL 7ENERL EN 97.

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 438/572

ENCOFR!O F$ERRO EN C/ ELEMENTO

ME!$!#TOTL M2 !$M. CNT. LON7.

,mm 1/3 8m

PER$M. LON7. 0.222 0.250 0.%

  1.00 52. 52. %/8 %, 8.00

  1.00 2.10 2.10 %/8 %, 5.00

  + + + %/8 %, 2.15

  + + + 1/2 %, 3.50

  + + + 1/2 %, %.0

  + + + %/8 21 3.50

  + + + %/8 21 %.0

  + + + %/8 21 .00

  + + + %/8 21 2.15

  + + + %/8 3 8.,0

  + + + %/8 30 2.05

  + + + %/8 30 1%.00

  + + + %/8 30 5.10

  + + + 1/2 30 ,.,0

  + + + 1/2 30 %.%0

  + + + %/8 %5 8.00

  + + +

.00 .20 50.30 %/8 %5 8.00

  1.00 %2.5% %2.5% %/8 18 5.00

  + + + 1/2 %5 3.%0

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 439/572

  + + + 1/2 %5 5.50

  + + + %/8 %% 8.00

  + + + 1/2 %% 3.%0

  + + + 1/2 %% 5.50

  + + + 1/2 2 5.80

  + + + %/8 %5 2.10

  + + + %/8 %5 13.00

  + + + %/8 %5 5.10

  + + + 1/2 %5 .0

  + + + 1/2 %5 %.%0

  + + +

1.00 %1.3 %1.3 %/8 1% 1.55

  1.00 .85 .85 %/8 1% 3.0

  1.00 3%.8, 3%.8, %/8 , %.15

  + + + %/8 1% 1.35  + + + %/8 1% 1.55

  + + + %/8 1% %.80

  + + + 5/8 2 .30

  + + + %/8 1% 1.00

  + + + %/8 20 8.20

  + + + %/8 10 5.30

  + + + 1/2 20 3.10

  + + + 1/2 20 %.%0

  + + + %/8 12 %.80

  + + + %/8 12 3.00

  + + + %/8 %0 8.20

  + + + %/8 15 5.30

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 440/572

  + + + %/8 %0 %.%0

  + + + %/8 1 1.55

  + + + %/8 1 13.00

  + + + 1/2 1 ,.%5

  + + + 1/2 1 %.%0

  + + + %/8 1 1.5

  + + + %/8 5 2.0

  + + + %/8 13 ,.20

  + + + %/8 3.00

  + + + %/8 13 1.0

  + + + %/8 1% 1.5

  + + + %/8 1% ,.30

  + + + %/8 1% 3.25

  + + + %/8 1% 1.85

  + + ++ + +

.20 ,.,5 3.88 %/8 %, .05

  2.30 ,.,5 15., %/8 23 3.,5

  1.00 12.55 12.55 %/8 1 1.85

  1.00 1.55 1.55 1/2 23 .10

  + + + 1/2 %, %.10

  + + + 1/2 12 %.0

  + + + %/8 12 .05

  + + + %/8 12 10.%5

  + + + %/8 10 2.,0

  + + + %/8 10 5.20

  + + + %/8 10 2.%0

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 441/572

  + + + %/8 10 3.15

  + + + %/8 10 3.20

  + + + 1/2 2 3.%0

  + + + %/8 20 2.05

  + + + %/8 20 .85

  + + + %/8 10 5.10

  + + + %/8 20 %.20

  + + + %/8 20 5.11

  + + + %/8 10 %.%0

  + + + %/8 12 2.05

  + + + %/8 12 .0

  + + + %/8 , 5.10

  + + + %/8 12 %.%0

  + + + %/8 12 .10

  + + + %/8 12 .00

  + + + %/8 10 2.30

  + + + %/8 10 %.05

  + + + 1/2 2 1.50

  + + +

+ +

3.35 .20 %2.03 %/8 % 8.%0

  3.55 2.30 10.2 %/8 % 5.%0

  1.00 5.,, 5.,, %/8 % 2.25

  1.00 3.20 3.20 %/8 12 8.20

  + + + %/8 12 1.85

  + + + %/8 25 8.50

  + + + %/8 25 .0

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 442/572

  + + + %/8 %8 2.05

  + + + %/8 %8 8.00

  + + + %/8 %8 .30

  + + + %/8 %8 8.20

  + + + %/8 %8 %.05

  + + + 1/2 20 5.5

  + + + 1/2 18 3.30

  + + %/8 20 1.80

  + + + 5/8 2 5.80

  + + +

+ + +

1.00 5%.80 5%.80 %/8 %, 8.%0

  1.00 5,.50 5,.50 %/8 %, 5.%0

  + + + %/8 30 8.%0

  + + + %/8 30 5.50  + + + %/8 %, 2.20

  + + + %/8 30 2.20

  + + + 5/8 2 8.00

  + + + %/8 %, 2.15

  + + + 5/8 2 8.5

  + + + %/8 % 1.00

  + + + %/8 % 2.05

  + + + %/8 % 5.11

  + + + %/8 % 5.3,

  + + + %/8 % 2.20

  + + + 1/2 % 3.50

  + + + 1/2 % %.0

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 443/572

  + + +

+ + +

1.00 28.83 28.83 %/8 12 3.0

  1.00 30.30 30.30 %/8 12 5.25

  1.00 3.10 3.10 %/8 20 5.10

  1.00 2.20 2.20 %/8 20 %.%,

  + + + %/8 20 1.,5

  + + + %/8 20 1.,5

  + + + %/8 %2 ,.5

  + + + %/8 %2 3.,0

  + + + %/8 %2 1.5

  + + + %/8 %2 1.5

  + + + %/8 10 .30

  + + + %/8 5 %.00

  + + + %/8 10 3.12  + + + %/8 10 1.55

  + + + 1/2 2 %.%0

  + + + %/8 20 5.12

  + + + %/8 20 1.55

  + + + %/8 20 1.55

  + + + 1/2 2 2.15

  + + + %/8 2, 21.50

  + + + %/8 2, 2.00

  + + + %/8 1% 3.50

  + + + %/8 1% 3.55

  + + + %/8 2, 3.00

  + + + %/8 2, 1.0

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 444/572

  + + + %/8 2, 2.00

  + + + 1/2 2, %.0

  + + + 1/2 2, %.10

  + + + %/8 2, %.0

  + + + %/8 2, %.10

  + + +

+ + +

+

 TOTAL POR DIAM. EN M.

 TOTAL POR DIAM. EN K.

TOTL M2 - 5%,.8% TOTL 7ENERL EN 97.

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 445/572

ENCOFR!O F$ERRO EN C/ ELEMENTO

ME!$!#TOTL M2 !$M. CNT. LON7.

,mm 1/3 8m

PER$M. LON7. 0.222 0.250 0.%

  1.00 52. 52. %/8 %, 8.00

  1.00 2.10 2.10 %/8 %, 5.00

  + + + %/8 %, 2.15

  + + + 1/2 %, 3.50

  + + + 1/2 %, %.0

  + + + %/8 21 3.50

  + + + %/8 21 %.0

  + + + %/8 21 .00

  + + + %/8 21 2.15

  + + + %/8 3 8.,0

  + + + %/8 30 2.05

  + + + %/8 30 1%.00

  + + + %/8 30 5.10

  + + + 1/2 30 ,.,0

  + + + 1/2 30 %.%0

  + + + %/8 %5 8.00

  + + +

.00 .20 50.30 %/8 %5 8.00

  1.00 %2.5% %2.5% %/8 18 5.00

  + + + 1/2 %5 3.%0

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 446/572

  + + + 1/2 %5 5.50

  + + + %/8 %% 8.00

  + + + 1/2 %% 3.%0

  + + + 1/2 %% 5.50

  + + + 1/2 2 5.80

  + + + %/8 %5 2.10

  + + + %/8 %5 13.00

  + + + %/8 %5 5.10

  + + + 1/2 %5 .0

  + + + 1/2 %5 %.%0

  + + +

1.00 %1.3 %1.3 %/8 1% 1.55

  1.00 .85 .85 %/8 1% 3.0

  1.00 3%.8, 3%.8, %/8 , %.15

  + + + %/8 1% 1.35  + + + %/8 1% 1.55

  + + + %/8 1% %.80

  + + + 5/8 2 .30

  + + + %/8 1% 1.00

  + + + %/8 20 8.20

  + + + %/8 10 5.30

  + + + 1/2 20 3.10

  + + + 1/2 20 %.%0

  + + + %/8 12 %.80

  + + + %/8 12 3.00

  + + + %/8 %0 8.20

  + + + %/8 15 5.30

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 447/572

  + + + %/8 %0 %.%0

  + + + %/8 1 1.55

  + + + %/8 1 13.00

  + + + 1/2 1 ,.%5

  + + + 1/2 1 %.%0

  + + + %/8 1 1.5

  + + + %/8 5 2.0

  + + + %/8 13 ,.20

  + + + %/8 3.00

  + + + %/8 13 1.0

  + + + %/8 1% 1.5

  + + + %/8 1% ,.30

  + + + %/8 1% 3.25

  + + + %/8 1% 1.85

  + + +.20 ,.,5 3.88 %/8 %, .05

  2.30 ,.,5 15., %/8 23 3.,5

  1.00 12.55 12.55 %/8 1 1.85

  1.00 1.55 1.55 1/2 23 .10

  + + + 1/2 %, %.10

  + + + 1/2 12 %.0

  + + + %/8 12 .05

  + + + %/8 12 10.%5

  + + + %/8 10 2.,0

  + + + %/8 10 5.20

  + + + %/8 10 2.%0

  + + + %/8 10 3.15

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 448/572

  + + + %/8 10 3.20

  + + + 1/2 2 3.%0

  + + + %/8 20 2.05

  + + + %/8 20 .85

  + + + %/8 10 5.10

  + + + %/8 20 %.20

  + + + %/8 20 5.11

  + + + %/8 10 %.%0

  + + + %/8 12 2.05

  + + + %/8 12 .0

  + + + %/8 , 5.10

  + + + %/8 12 %.%0

  + + + %/8 12 .10

  + + + %/8 12 .00

  + + + %/8 10 2.30

  + + + %/8 10 %.05

  + + + 1/2 2 1.50

  + + +

+ + +

+ +

3.35 .20 %2.03 %/8 % 8.%0

  3.55 2.30 10.2 %/8 % 5.%0

  1.00 5.,, 5.,, %/8 % 2.25

  1.00 3.20 3.20 %/8 12 8.20

  + + %/8 12 1.85

  + + + %/8 25 8.50

  + + + %/8 25 .0

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 449/572

  + + + %/8 %8 2.05

  + + %/8 %8 8.00

  + + + %/8 %8 .30

  + + + %/8 %8 8.20

  + + + %/8 %8 %.05

  + + + 1/2 20 5.5

  + + + 1/2 18 3.30

  + + + %/8 20 1.80

  + + + 5/8 2 5.80

  + + +

+ + +

1.00 5%.80 5%.80 %/8 %, 8.%0

  1.00 5,.50 5,.50 %/8 %, 5.%0

  + + + %/8 30 8.%0

  + + + %/8 30 5.50  + + + %/8 %, 2.20

  + + + %/8 30 2.20

  + + + 5/8 2 8.00

  + + + %/8 %, 2.15

  + + + 5/8 2 8.5

  + + + %/8 % 1.00

  + + + %/8 % 2.05

  + + + %/8 % 5.11

  + + + %/8 % 5.3,

  + + + %/8 % 2.20

  + + + 1/2 % 3.50

  + + + 1/2 % %.0

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 450/572

  + + +

1.00 28.83 28.83 %/8 12 3.0

  1.00 30.30 30.30 %/8 12 5.25

  1.00 2.85 2.85 %/8 20 5.10

  1.00 28.00 28.00 %/8 20 %.%,

  + + + %/8 20 1.,5

  + + + %/8 20 1.,5

  + + + %/8 %2 ,.5

  + + + %/8 %2 3.,0

  + + + %/8 %2 1.5

  + + + %/8 %2 1.5

  + + + %/8 10 .30

  + + + %/8 5 %.00

  + + + %/8 10 3.12

  + + + %/8 10 1.55  + + + 1/2 2 %.%0

  + + + %/8 20 5.12

  + + + %/8 20 1.55

  + + + %/8 20 1.55

  + + + 1/2 2 2.15

  + + + %/8 2, 21.50

  + + + %/8 2, 2.00

  + + + %/8 1% 3.50

  + + + %/8 1% 3.55

  + + + %/8 2, 3.00

  + + + %/8 2, 1.0

  + + + %/8 2, 2.00

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 451/572

  + + + 1/2 2, %.0

  + + + 1/2 2, %.10

  + + + %/8 2, %.0

  + + + %/8 2, %.10

  + + +

+ TOTAL POR DIAM. EN M.

 TOTAL POR DIAM. EN K.

TOTL M2 - 5%,.%8 TOTL 7ENERL EN 97.

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 452/572

ENCOFR!O F$ERRO EN C/ ELEMENTO

ME!$!#TOTL M2 !$M. CNT. LON7.

,mm 1/3 8m

PER$M. LON7. 0.222 0.250 0.%

  1.00 ,.25 ,.25 %/8 1 2.50

  1.00 2.5 2.5 %/8 1 1.0

  1.00 1.15 1.15

+ + +

+ + +

+ + +

.30 1.20 8.88 %/8 12 2.%0

  + + + %/8 12 2.%0

  + + + %/8 , %.%0

  + + + %/8 , %.%0

  + + + %/8 % 1.30

  + + + %/8 % 2.10

  + + + %/8 , .0

  + + + %/8 , 8.,0

  + + +

+ + +

,.0 2.20 13.3 1/2 11 .20

  1.15 1.80 2.0 1/2 11 .0

  ,.0 2.30 1,.08 %/8 1.30

  ,.0 2.30 1,.08 %/8 2.10

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 453/572

  1.00 12.55 12.55 1/2 12 .20

  1.00 1.55 1.55 1/2 12 8.8,

 %/8 12 1%.50

 %/8 12 15.50

 %/8 10 2.1

 %/8 10 3.05

 %/8 10 3.0

 %/8 10 3.5

 1/2 2 %.20

 1/2 21 3.80

 1/2 21 ,.5

 %/8 21 .85

 %/8 21 .15

 1/2 ,.5

 1/2 3.80 %/8 13.50

 %/8 13.50

 %/8 , 5.%,

 %/8 , 5.05

 %/8 , 8.5

 %/8 , 8.20

 %/8 11 2.30

 %/8 11 %.05

 1/2 2 1.32

  3.50 2.30 10.80 %/8 22 %.0

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 454/572

  1.00 5.20 5.20 %/8 22 %.20

  1.00 3.20 3.20 %/8 , %.50

  + + + %/8 , %.%5

  + + + %/8 10 2.20

  + + %/8 10 2.00

  + + + %/8 , 5.15

  + + + %/8 , ,.5

  + + +

1.00 2.%, 2.%, %/8 3 8.%,

  + + + %/8 3 .0

  + + +

+ + +

+ + +

+ + +

+ + +

+ + +

+ + +

1.00 3.0 3.0 %/8 20 1.,5

  1.00 2.5 2.5 %/8 20 2.20

  + + + %/8 , 5.%5

  + + + %/8 , 3.,0

  + + +

+ + +

+ + +

+ + +

+

 TOTAL POR DIAM. EN M.

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 455/572

 TOTAL POR DIAM. EN K.

TOTL M2 - 10,.2, TOTL 7ENERL EN 97.

ENCOFR!O F$ERRO EN C/ ELEMENTO

ME!$!#TOTL M2 !$M. CNT. LON7.

,mm 1/3 8m

PER$M. LON7.0.222 0.250 0.%

  .15 %.25 2%.23 %/8 %, 5.25

  1.00 11.80 11.80 %/8 %, 3.05

  1.00 0.,0 0.,0 %/8 1 5.25

  + + + %/8 1 3.05

  + + + %/8 1, 1%.50

  + + + %/8 1, 1%.50

  + + + 1/2 2 1.0

  + + +

+ + +

,.,5 2.30 15., %/8 10 1%.50

  1.00 12.0 12.0 %/8 10 1%.50

  1.00 1.5 1.5 %/8 8 2.0

  + + + %/8 8 %.0

  + + + %/8 8 3.,%

  + + + %/8 8 3.2

  + + + %/8 1, %.50

  + + %/8 1, %.00

  + + %/8 10 .55

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 456/572

  + + %/8 10 ,.80

  + + %/8 2.%0

  + + %/8 2.3

  + +

+ +

3.55 2.30 10.2 5/8 3 %.30

  1.00 5.20 5.20 %/8 18 %.50

  1.00 3.20 3.20 %/8 18 %.00

  + + + %/8 8 2.00

  + + + %/8 8 2.20

  + + %/8 5 %.35

  + + + %/8 5 %.2,

  + + + %/8 5 ,.85

  + + + %/8 5 5.%5

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 457/572

  1.,0 %.3 5.55 %/8 , 8.30

  1.,0 1.35 2.%2 %/8 , .85

  1.00 1.0 1.0 1/2 2 2.1

  + + +

+ + +

+ + +

+ + +

+

 TOTAL POR DIAM. EN M.

 TOTAL POR DIAM. EN K.

TOTL M2 - %.10 TOTL 7ENERL EN 97.

ENCOFR!O F$ERRO EN C/ ELEMENTO

ME!$!#TOTL M2 !$M. CNT. LON7.

,mm 1/3 8m

PER$M. LON7. 0.222 0.250 0.%

  ,.,5 2.30 15., %/8 10 1%.50

  1.00 12.0 12.0 %/8 10 13.,0

  1.00 1.5 1.5 %/8 8 2.0

  + + + %/8 8 %.0

  + + + %/8 1, 3.,2

  + + + %/8 1, 3.0

  + + + %/8 1, %.00

  + + %/8 1, %.50

7/17/2019 Metrado_Estructuras_ Mancora

http://slidepdf.com/reader/full/metradoestructuras-mancora 458/572

  + + + %/8 10 ,.80

  + + %/8 10 .55

  + + + %/8 8 2.%0

  + + %/8 8 %.00

  + + + 1/2 2 %.15

  + +

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EE F ? EE 7 ENTRE EE 3 ? EE , 1 1.00 5.35 5.35 EN#NCE# 1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

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1 +

EE 7' ? EE 7 ENTRE EE 1 ? EE 3 1 1.00 5.00 5.00

EN#NCE# 1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +1 +

1 +

1 +

TOTL M% - %2. TOT

Partida ELEMENTO TECNOPOR

N" !E#CR$PC$ON CNT.ME!$!#

TOTL M2

& a01.00.00 OBRAS DE CONCRETO ARMADO

01.01.00 LO# MC$@

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CUARTO PISO

EE ? EE C ENTRE EE 3 ? EE , 1 1.00 %0.,0 %0.,0

EN#NCE# 1 +

1 +

1 +

EE C ? EE ! ENTRE EE 3 ? EE , 1 1.00 ,1.20 ,1.20

EN#NCE# 1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

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1 +

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EE ! ? EE E ENTRE EE 3 ? EE , 1 1.00 %.0 %.0

EN#NCE# 1 +

1 +

1 +

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1 +

1 +

1

EE E ? EE F ENTRE EE 3 ? EE , 1 1.00 22.30 22.30

EN#NCE# 1 +

1 +

1 +

1 +

1 +

1 +

TOTL M% - 153.10 TOT

Partida ELEMENTO TECNOPOR

N" !E#CR$PC$ON CNT.ME!$!#

TOTL M2& a

01.00.00 OBRAS DE CONCRETO ARMADO

01.01.00 LO# MC$@

QUINTO PISO

EE ? EE C ENTRE EE 3 ? EE , 1 1.00 %0.,0 %0.,0

EN#NCE# 1 +

1 +

1 +

EE C ? EE ! ENTRE EE 3 ? EE , 1 1.00 ,1.20 ,1.20 EN#NCE# 1 +

1 +

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1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +EE ! ? EE E ENTRE EE 3 ? EE , 1 1.00 %.0 %.0

EN#NCE# 1 +

1 +

1 +

1 +

1 +

1

EE E ? EE F ENTRE EE 3 ? EE , 1 1.00 22.30 22.30

EN#NCE# 1 +

1 +

1 +

1 +

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TOTL M% - 153.10 TOT

Partida ELEMENTO TECNOPOR

N" !E#CR$PC$ON CNT.ME!$!#

TOTL M2& a

01.00.00 OBRAS DE CONCRETO ARMADO

01.01.00 LO# MC$@

SEXTO PISO

EE ? EE C ENTRE EE 3 ? EE , 1 1.00 %0.,0 %0.,0

EN#NCE# 1 +

1 +

1 +

EE C ? EE ! ENTRE EE 3 ? EE , 1 1.00 ,1.20 ,1.20

EN#NCE# 1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +1 +

1 +

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1 +

1 +

1 +

1 +

EE ! ? EE E ENTRE EE 3 ? EE , 1 1.00 %.0 %.0

EN#NCE# 1 +

1 +

1 +

1 +

1 +

1

EE E ? EE F ENTRE EE 3 ? EE , 1 1.00 22.30 22.30

EN#NCE# 1 +

1 +

1 +1 +

1

1 +

1 +

1 +

TOTL M% - 153.10 TOT

Partida ELEMENTO TECNOPOR

N" !E#CR$PC$ON CNT.ME!$!#

TOTL M2& a

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01.00.00 OBRAS DE CONCRETO ARMADO

01.01.00 LO# MC$@

SEPTIMO PISO

EE ? EE C ENTRE EE 3 ? EE , 1 1.00 %%.10 %%.10

EN#NCE# 1 +

1 +

1 +

1 +

EE C ? EE ! ENTRE EE 3 ? EE , 1 1.00 8.50 8.50

EN#NCE# 1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

EE ! ? EE E ENTRE EE 3 ? EE , 1 1.00 3,.,0 3,.,0

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EN#NCE# 1 +

1 +

1 +

1 +

1 +

1

EE E ? EE F ENTRE EE 3 ? EE , 1 1.00 ,3.20 ,3.20

EN#NCE# 1 +

1 +

1 +

1 +

TOTL M% - 222.30 TOT

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METRADO DE CONCRETO ARMADO

CONCRETO f'c= 210 kg/cm² ENCOFR!O F$ERRO EN C/ ELEMEN

TOTL M2ME!$!#

TOTL M%ME!$!#

TOTL M2 !$M. CNT. LO

& RE PER$M. LON7.

  %2.8 1.00 %2.8 0.0 %.0% 1.00 %2.8 %2.8 5/8 11

  2.,5 1.00 2.,5 0.2% ,.82 1.00 2.,5 2.,5 %/3 11

  + + + + + + 5/8 11

  + + + + + + %/3 11

  + + + + + + %/3 11

  + + + + + + 1/2 11

  + + + + + + 1/2 11

  + + + + + + 1/2 11

  + + + + + +

55.00 1.00 55.00 0.0 5.0, 1.00 55.00 55.00 5/8 10

  25.0 1.00 25.0 0.2% 5.1 1.00 25.0 25.0 %/3 10

  + + + + + + 5/8 10

  + + + + + + %/3 10

  + + + + + + %/3 10

  + + + + + + 1/2 10

  + + + + + + 1/2 10  + + + + + + 1/2 10

  + + + + + +

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  %3.50 1.00 %3.50 0.0 %.1 1.00 %3.50 %3.50 1/2 3

  25.8, 1.00 25.8, 0.2% 5.5 1.00 25.8, 25.8, %/8 3

  + + + + + + %/8 3

  + + + + + + %/8 3

  + + + + + + 1/2 5

  + + + + + + 1/2 5

  + + + + + + 5/8 5

  + + + + + + 1/2 5

  + + + + + + 5/8 8

  + + + + + + %/3 8

  + + + + + + %/3 8

  + + + + 5/8 8

  23.50 1.00 23.50 0.0 2.25 1.00 23.50 23.50 1/2 8

  .2 1.00 .2 0.2% 1.82 1.00 .2 .2 1/2 11

  + + + + + + 1/2 11  + + + + + + %/8 11

  + + + + + +

+ + + + + +

5%.00 1.00 5%.00 0.0 3.88 1.00 5%.00 5%.00 5/8 10

  %%.00 1.00 %%.00 0.2% .5 1.00 %%.00 %%.00 %/3 10

  + + + + + + %/3 10

  + + + + + + 5/8 ,

  + + + + + + %/3 ,

  + + + + + + %/3 ,

  + + + + + + 5/8 ,

  + + + + + + 5/8 %

  + + + + + + 1/2 %

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  + + + + + + 5/8 %

  + + + + + + 1/2 %

  + + + + + +

5.,5 1.00 5.,5 0.0 5.%0 1.00 5.,5 5.,5 1/2 10

  21.,5 1.00 21.,5 0.2% 3.8 1.00 21.,5 21.,5 1/2 10

  + + + + + + 5/8 10

  + + + + + + 1/2 10

  + + + + + + 5/8 %

  + + + + + + 5/8 %

  + + + + + + 5/8 %

  + + + + + + 5/8 %

  + + + + + + 5/8 3

  + + + + + + %/3 3

  + + + + + + %/3 3

  + + + + + + 5/8 3

  + + + + + + %/3 3

  + + + + + + %/3 3

  + + + + + + %/3 3

  + + + + + + %/3 3

  + + + + + + %/8 5

  + + + + + + %/8 5

  +  TOTAL POR DIAM. EN M

 TOTAL POR DIAM. EN K

301.%2 TOTL M% - 5,., TOTL M2 - 301.%2 TOTL 7ENERL EN 97.

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CONCRETO f'c= 210 kg/cm² ENCOFR!O F$ERRO EN C/ ELEMEN

TOTL M2ME!$!#

TOTL M%ME!$!#

TOTL M2 !$M. CNT. LO& a PER$M. LON7.

  %2.20 1.00 %2.20 0.0 2., 1.00 %2.20 %2.20 1/2 11

  + + + + + %/8 10

  + + + + + %/8 5

  + + + + + %/8 5

  + + + + +

,0., 1.00 ,0., 0.0 5.,1 1.00 ,0., ,0., %/8 ,

  15.85 1.00 15.85 0.2% %.,5 1.00 15.85 15.85 %/8 ,

  + + + + + 1/2 ,

  + + + + + %/8 ,

  + + + + + %/8 3

  + + + + + %/8 3

  + + + + + %/8 3

  + + + + + 1/2 3

  + + + + + 5/8 3

  + + + + + 1/2 3

  + + + + + %/3 11

  + + + + + %/3 11

  + + + + + %/3 11

  + + + + + 5/8 11

  %.85 1.00 %.85 0.0 %., 1.00 %.85 %.85 5/8 12

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  8.5 1.00 8.5 0.2% 2.0, 1.00 8.5 8.5 1/2 12

  + + + + + 1/2 ,

  + + + + + 5/8 ,

  + + + + + 5/8 12

  + + + + + 5/8 12

  + + +

%1.,2 1.00 %1.,2 0.0 2.1 1.00 %1.,2 %1.,2 1/2 10

  + + + + + 5/8 10

  + + + + + 5/8 10

  ,,.0 1.00 ,,.0 0.0 ,.13 1.00 ,,.0 ,,.0 %/3

  21.50 1.00 21.50 0.2% 3.5 1.00 21.50 21.50 5/8

  + + + + + 5/8

  + + + + + 5/8 1

  + + + + + 1/2 1

  + + + + + 5/8 5

  + + + + + %/3 5

  + + + + + %/3 5

  + + + + + 5/8 2

  + + + + + %/3 2

  + + + + + %/3 2

  + + + + + 5/8 2

  + + + + + 1/2 %

  + + + + + 5/8 %

  + + + + + 1/2 %

  + + + + + 1/2 %

  + + + + +

88.10 1.00 88.10 0.0 8.11 1.00 88.10 88.10 1/2 10

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  1.0 1.00 1.0 0.2% 3.12 1.00 1.0 1.0 1/2 10

  + + + + + 5/8 10

  + + + + + 1/2 10

  + + + + + 1/2 ,

  + + + + + 1/2 ,

  + + + + + 5/8 ,

  + + + + + 5/8 ,

  + + + + + 5/8 %

  + + + + + 5/8 %

  + + + + + %/3 %

  + + + + + %/3 %

  + + + + + 1/2 10

  + + + + + 1/2 10

  + + + + + 1/2 10

  + + + + + %/8 10

  + + + + + %/8 10

  + + + + +

+ + + + +

+ + + + +

+  TOTAL POR DIAM. EN M

 TOTAL POR DIAM. EN K

%8%.,% TOTL M% - 33.15 TOTL M2 - %8%.,% TOTL 7ENERL EN 97.

CONCRETO f'c= 210 kg/cm² ENCOFR!O F$ERRO EN C/ ELEMENT

TOTL M2 ME!$!# TOTL M% ME!$!# TOTL M2 !$M. CNT. LO& a PER$M. LON7.

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  5%.5 1.00 5%.5 0.0 3.5 1.00 5%.5 5%.5 5/8 11

  2.52 1.00 2.52 0.2% ,.%% 1.00 2.52 2.52 5/8 11

  + + + + + 5/8 11

  + + + + + %/3 11

  + + + + + 5/8 11

  + + + + + 1/2 11

  + + + + + %/8 11

  50.0 1.00 50.0 0.0 3.,8 1.00 50.0 50.0 5/8 ,

  2%.,0 1.00 2%.,0 0.2% 5.3% 1.00 2%.,0 2%.,0 %/3 ,

  + + + + + 5/8 ,

  + + + + + %/3 ,

  + + + + + %/3 ,

  + + + + + 1/2 ,

  + + + + + %/8 ,

  + + + + + 1/2 ,

  + + + + + 5/8 3

  + + + + + %/3 3

  + + + + + %/3 3

  + + + + + %/3 3

  + + + + + %/3 3

  + + + + + 1/2 3

  + + + + + %/8 3

  + + + + + 1/2 3

  + + + + +

+ + + + +

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  5.80 1.00 5.80 0.0 5.50 1.00 5.80 5.80 %/8 ,

  15.85 1.00 15.85 0.2% %.,5 1.00 15.85 15.85 1/2 ,

  + + + + + %/8 ,

  + + + + + %/8 ,

  + + + + + %/8 5

  + + + + + %/8 5

  + + + + + %/8 5

  + + + + + 1/2 5

  + + + + + 5/8 5

  + + + + + 1/2 5

  + + + + + 1/2 5

  + + + + + 1/2 5

  + + + + + 1/2 5

  + + + + + %/3

  + + + + + %/3   + + + + + %/3

  + + + + + 5/8

  + + + + +

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  %.8 1.00 %.8 0.0 %., 1.00 %.8 %.8 5/8 12

  8.5 1.00 8.5 0.2% 2.0, 1.00 8.5 8.5 1/2 12

  + + + + + 1/2 12

  + + + + + 5/8 12

  + + + + + 5/8 12

  + + +

25.58 1.00 25.58 0.0 2.%5 1.00 25.58 25.58 1/2 10

  2.20 1.00 2.20 0.2% 0.51 1.00 2.20 2.20 %/3 10

  + + + + + 5/8 10

  + + + + +

5,.,0 1.00 5,.,0 0.0 5.21 1.00 5,.,0 5,.,0 %/3 8

  23.5 1.00 23.5 0.2% 5., 1.00 23.5 23.5 %/3 8

  + + + + + %/3 8

  + + + + + 5/8 ,

  + + + + + %/3 ,

  + + + + + %/3 ,

  + + + + + 5/8 3

  + + + + + 1/2 3

  + + + + + 1/2 3

  + + + + + 1/2 3

  3.5 1.00 3.5 0.0 8.3 1.00 3.5 3.5 1/2 11

  1%.1 1.00 1%.1 0.2% %.0% 1.00 1%.1 1%.1 1/2 11

  + + + + + 5/8 11

  + + + + + 1/2 11

  + + + + + 1/2 ,

  + + + + + 1/2 ,

  + + + + + 5/8 ,

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  + + + + + 5/8 ,

  + + + + + 5/8 %

  + + + + + 5/8 %

  + + + + + %/3 %

  + + + + + %/3 %

  + + + + + 1/2 10

  + + + + + 1/2 10

  + + + + + %/8 10

  + + + + + %/8 10

  + + + + +

+  TOTAL POR DIAM. EN M.

 TOTAL POR DIAM. EN K

3.51 TOTL M% - ,1. TOTL M2 - 3.51 TOTL 7ENERL EN 97.

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CONCRETO f'c= 210 kg/cm² ENCOFR!O F$ERRO EN C/ ELEMEN

TOTL M2ME!$!#

TOTL M%ME!$!#

TOTL M2 !$M. CNT. LO& a PER$M. LON7.

  2., 1.00 2., 0.0 2., 1.00 2., 2., %/8 1,

  + + + + + %/8 1,

  + + + + + %/8 1,

  + + + + +

5.2, 1.00 5.2, 0.0 5.35 1.00 5.2, 5.2, %/8 ,

  15.85 1.00 15.85 0.2% %.,5 1.00 15.85 15.85 1/2 ,

  + + + + + %/8 ,

  + + + + + %/8 ,

  + + + + + %/8 5

  + + + + + %/8 5

  + + + + + %/8 5

  + + + + + 1/2 5

  + + + + + 5/8 5

  + + + + + 1/2 5

  + + + + + 1/2 5

  + + + + + 1/2 5

  + + + + + 1/2 5

  + + + + + %/3   + + + + + %/3

  + + + + + %/3

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  + + + + + 5/8

  + + + + +

%.0 1.00 %.0 0.0 %., 1.00 %.0 %.0 5/8 12

  8.5 1.00 8.5 0.2% 2.0, 1.00 8.5 8.5 1/2 12

  + + + + + 1/2 12

  + + + + + 5/8 12

  + + + + + 5/8 12

  + + + + +

+ + +

28.20 1.00 28.20 0.0 2.5 1.00 28.20 28.20 1/2 8

  + + + + + 5/8 8

  + + + + + %/3 8

  + + + + +

+ + + + +

5.35 1.00 5.35 0.0 ,.3 1.00 5.35 5.35 %/3   %1.50 1.00 %1.50 0.2% .25 1.00 %1.50 %1.50 5/8

  + + + + + %/3

  + + + + + 1/2 1

  + + + + + 1/2 1

  + + + + + 5/8 1

  + + + + + 1/2 1

  + + + + + 5/8 11

  + + + + + 5/8 11

  + + + + + %/3 11

  + + + + + %/3 11

  + + + + +

+ + + + +

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  + + + + +

5.00 1.00 5.00 0.0 8.3 1.00 5.00 5.00 1/2 11

  1%.10 1.00 1%.10 0.2% %.01 1.00 1%.10 1%.10 1/2 11

  + + + + + 5/8 11

  + + + + + 1/2 11

  + + + + + 1/2 ,

  + + + + + 1/2 ,

  + + + + + 5/8 ,

  + + + + + 5/8 ,

  + + + + + 5/8 %

  + + + + + 5/8 %

  + + + + + %/3 %

  + + + + + %/3 %

  + + + + + 1/2 10

  + + + + + 1/2 10

  + + + + + %/8 10

  + + + + + %/8 10

  + + + + +

+  TOTAL POR DIAM. EN M

 TOTAL POR DIAM. EN K

%.1 TOTL M% - 3,.12 TOTL M2 - %.1 TOTL 7ENERL EN 97.

CONCRETO f'c= 210 kg/cm² ENCOFR!O F$ERRO EN C/ ELEMENT

TOTL M2ME!$!#

TOTL M%ME!$!#

TOTL M2 !$M. CNT. LO& a PER$M. LON7.

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  %0.,0 1.00 %0.,0 0.0 2.82 1.00 %0.,0 %0.,0 %/8 1,

  + + + + + %/8 1,

  + + + + + %/8 1,

  + + + + +

,1.20 1.00 ,1.20 0.0 5.,% 1.00 ,1.20 ,1.20 %/8 ,

  1,.%0 1.00 1,.%0 0.2% %.5 1.00 1,.%0 1,.%0 1/2 ,

  + + + + + %/8 ,

  + + + + + %/8 ,

  + + + + + %/8 5

  + + + + + %/8 5

  + + + + + %/8 5

  + + + + + 1/2 5

  + + + + + 5/8 5

  + + + + + 1/2 5

  + + + + + 1/2 5

  + + + + + 1/2 5

  + + + + + 1/2 5

  + + + + + %/3

  + + + + + %/3

  + + + + + %/3

  + + + + + 5/8

  + + + + +

%.0 1.00 %.0 0.0 %., 1.00 %.0 %.0 5/8 12

  .0 1.00 .0 0.2% 2.2% 1.00 .0 .0 1/2 12

  + + + + + 1/2 12

  + + + + + 5/8 12

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  + + + + + 5/8 12

  + + + + +

+ + +

22.30 1.00 22.30 0.0 2.0, 1.00 22.30 22.30 1/2 8

  .10 1.00 .10 0.2% 1.,% 1.00 .10 .10 5/8 8

  + + + + + %/3 8

  + + + + +

+ + + + +

+ + + + +

+ + + + +

+  TOTAL POR DIAM. EN M

 TOTAL POR DIAM. EN K

18.20 TOTL M% - 22.88 TOTL M2 - 18.20 TOTL 7ENERL EN 97.

CONCRETO f'c= 210 kg/cm² ENCOFR!O F$ERRO EN C/ ELEMENT

TOTL M2ME!$!#

TOTL M%ME!$!#

TOTL M2 !$M. CNT. LO& a PER$M. LON7.

  %0.,0 1.00 %0.,0 0.0 2.82 1.00 %0.,0 %0.,0 %/8 1,

  + + + + + %/8 1,

  + + + + + %/8 1,

  + + + + +

,1.20 1.00 ,1.20 0.0 5.,% 1.00 ,1.20 ,1.20 %/8 ,  1,.%0 1.00 1,.%0 0.2% %.5 1.00 1,.%0 1,.%0 1/2 ,

  + + + + + %/8 ,

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  + + + + + %/8 ,

  + + + + + %/8 5

  + + + + + %/8 5

  + + + + + %/8 5

  + + + + + 1/2 5

  + + + + + 5/8 5

  + + + + + 1/2 5

  + + + + + 1/2 5

  + + + + + 1/2 5

  + + + + + 1/2 5

  + + + + + %/3

  + + + + + %/3

  + + + + + %/3

  + + + + + 5/8

  + + + + +%.0 1.00 %.0 0.0 %., 1.00 %.0 %.0 5/8 12

  .0 1.00 .0 0.2% 2.2% 1.00 .0 .0 1/2 12

  + + + + + 1/2 12

  + + + + + 5/8 12

  + + + + + 5/8 12

  + + + + +

+ + +

22.30 1.00 22.30 0.0 2.0, 1.00 22.30 22.30 1/2 8

  .10 1.00 .10 0.2% 1.,% 1.00 .10 .10 5/8 8

  + + + + + %/3 8

  + + + + +

+ + + + +

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  +  TOTAL POR DIAM. EN M

 TOTAL POR DIAM. EN K

18.20 TOTL M% - 22.88 TOTL M2 - 18.20 TOTL 7ENERL EN 97.

  CONCRETO f'c= 210 kg/cm² ENCOFR!O F$ERRO EN C/ ELEMENT

TOTL M2ME!$!#

TOTL M%ME!$!#

TOTL M2 !$M. CNT. LO& a PER$M. LON7.

  %0.,0 1.00 %0.,0 0.0 2.82 1.00 %0.,0 %0.,0 %/8 1,

  + + + + + %/8 1,

  + + + + + %/8 1,

  + + + + +

,1.20 1.00 ,1.20 0.0 5.,% 1.00 ,1.20 ,1.20 %/8 ,

  1,.%0 1.00 1,.%0 0.2% %.5 1.00 1,.%0 1,.%0 1/2 ,

  + + + + + %/8 ,

  + + + + + %/8 ,

  + + + + + %/8 5

  + + + + + %/8 5

  + + + + + %/8 5

  + + + + + 1/2 5

  + + + + + 5/8 5

  + + + + + 1/2 5

  + + + + + 1/2 5  + + + + + 1/2 5

  + + + + + 1/2 5

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  + + + + + %/3

  + + + + + %/3

  + + + + + %/3

  + + + + + 5/8

  %.0 1.00 %.0 0.0 %., 1.00 %.0 %.0 5/8 12

  .0 1.00 .0 0.2% 2.2% 1.00 .0 .0 1/2 12

  + + + + + 1/2 12

  + + + + + 5/8 12

  + + + + + 5/8 12

  + + + + +

+ + +

22.30 1.00 22.30 0.0 2.0, 1.00 22.30 22.30 1/2 8

  .10 1.00 .10 0.2% 1.,% 1.00 .10 .10 5/8 8

  + + + + + %/3 8

  + + + + +

+ + + + +

+ + +

+ + + + +

+ + + + +

+ + + + +

+  TOTAL POR DIAM. EN M

 TOTAL POR DIAM. EN K

18.20 TOTL M% - 22.88 TOTL M2 - 18.20 TOTL 7ENERL EN 97.

  CONCRETO f'c= 210 kg/cm² ENCOFR!O F$ERRO EN C/ ELEMENT

TOTL M2ME!$!#

TOTL M%ME!$!#

TOTL M2 !$M. CNT. LO& a PER$M. LON7.

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  %%.10 1.00 %%.10 0.0 %.05 1.00 %%.10 %%.10 %/8 1,

  + + + + + %/8 1,

  + + + + + %/8 1,

  + + + + +

+ + + + +

8.50 1.00 8.50 0.0 .22 1.00 8.50 8.50 %/8 ,

  + 1.00 0.2% + 1.00 + + 1/2 ,

  + + + + + %/8 ,

  + + + + + %/8 ,

  + + + + + %/8 5

  + + + + + %/8 5

  + + + + + %/8 5

  + + + + + 1/2 5

  + + + + + 5/8 5

  + + + + + 1/2 5

  + + + + + 1/2 5

  + + + + + 1/2 5

  + + + + + 1/2 5

  + + + + + %/3

  + + + + + %/3

  + + + + + %/3

  + + + + + 5/8

  + + + + +

3,.,0 1.00 3,.,0 0.0 3.2 1.00 3,.,0 3,.,0 5/8 12

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  %.00 1.00 %.00 0.2% 0., 1.00 %.00 %.00 1/2 12

  + + + + + 1/2 12

  + + + + + 5/8 12

  + + + + + 5/8 12

  + + + + +

+ + +

,3.20 1.00 ,3.20 0.0 5.1 1.00 ,3.20 ,3.20 1/2 8

  + + + + + 5/8 8

  + + + + + %/3 8

  + + + + +

+ + + + +

+  TOTAL POR DIAM. EN M.

 TOTAL POR DIAM. EN K

225.30 TOTL M% - 22.21 TOTL M2 - 225.30 TOTL 7ENERL EN 97.

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LON7$T(! TOTL

1/3 8mm %/8 12mm 1/2 5/8 %/3 1

0.250 0.%5 0.5,0 0.888 0.3 1.552 2.2%5 %.%

2%.10

88.00

55.00

3,.20

%,.%0

%.5

5.20

1.80

21.00

80.00

50.00

32.00

%%.00

%3.50

52.0018.00

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5.,0

1,.00

10.20

5.00

.00

30.00

%0.5

2.50

13.30

51.20

%3.00

13.80

12.80

1.05

58.85%5.20

21.50

81.50

5%.50

12.%0

3.30

%2.30

12.%0

5.22

3.80

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1.0

12.35

1,.50

1,.50

51.50%1.,0

3.50

5.25

12.%0

18.81

.80

2.80

18.20

.80

.00.00

%0.30

1.20

12.25

10.00

88.,5 30.10 %,2.% %.10

49.64 467.28 563.27 1651.89

2868.68

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LON7$T(! TOTL

1/3 8mm %/8 12mm 1/2 5/8 %/3 1

0.250 0.%5 0.5,0 0.888 0.3 1.552 2.2%5 %.%

35.10

25.00

1%.50

1%.00

.%,

8.30

2,.0

1.10

5.20

%2.00

11.00

10.00

12.30

10.00

21.35

,.%0

3,.5

1.80

8.,0

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55.80

12.00

12.%0

35.,0

%8.30

5%.00

31.00

%3.00

22.05

3.0

3.50

,.00

3.20

10.25

30.5

2.5

3.10

15.0

11.00

3.10

3.5

1.55

12.%%

3.5

15.50

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15.50

51.50

%3.00

10.80

10.80

%.0025.80

5.30

5.85

21.,0

13.0

0.50

28.00

%.00

1.00

15.00

1,8.5, 3,%.1% 583.85 21.25

94.39 460.35 907.69 650.94

2219.04

LON7$T(! TOTL

1/3 8mm %/8 12mm 1/2 5/8 %/3 1

0.250 0.%5 0.5,0 0.888 0.3 1.552 2.2%5 %.%

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22.55

88.00

55.55

35.10

%,.%0

38.30

15.30

12.,0

53.00

%0.%0

23.,0

1.80

%1.80

1.80

.,0

8.30

%,.00

20.20

1,.30

1%.20

21.20

1%.20

,.30

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8.3,

2,.0

1.10

.%,

,.,0

30.00

1%.5

12.50

15.50

12.50

2.25

18.5

8.5

1%.,5

33.102.5

12.,0

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8.,0

55.80

23.00

,.,0

%8.30

5%.00

31.00

%3.00

,,.30

33.00

2.20

12.%0

38.0

%%.%0

2%.,0

1,.23

,.30

,.,0

1.05

1.05

5.20

%.30

10.80

10.80

%.00

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25.80

5.30

5.85

21.,0

13.85

1.00

3,.00

1.00

15.00

1,2.2 53.5 38.15 5,8.5

90.87 546.29 742.09 1271.60

2783.40

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LON7$T(! TOTL

1/3 8mm %/8 12mm 1/2 5/8 %/3 1

0.250 0.%5 0.5,0 0.888 0.3 1.552 2.2%5 %.%

1.20

52.80

22.30

8.3,

2,.0

1.10

.%,

,.,0

30.00

1%.5

12.50

15.50

12.50

2.25

18.5

8.5

1%.,533.10

2.5

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12.,0

8.,0

55.80

23.00

,.,0

%8.30

32.30

1.20

2.20

3.03.50

22.05

1.5

1.5

,.%0

3.15

22.55

22.55

8.35

,0.0,

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1.05

1.05

5.20

%.30

10.8010.80

%.00

25.80

5.30

5.85

21.,0

13.85

1.00

3,.00

1.00

15.00

22%., 338.30 52.05 %5.31

125.26 445.71 821.09 883.74

2389.58

LON7$T(! TOTL

1/3 8mm %/8 12mm 1/2 5/8 %/3 1

0.250 0.%5 0.5,0 0.888 0.3 1.552 2.2%5 %.%

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1.20

52.80

22.30

8.3,

2,.0

1.10

.%,

,.,0

30.00

1%.5

12.50

15.50

12.50

2.25

18.5

8.5

1%.,5

33.10

2.5

12.,0

8.,0

55.80

23.00

,.,0

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%8.30

32.30

1.20

2.20

18., 2%0.,5 23.0 113.0

106.22 229.27 457.68 256.35

1102.00

LON7$T(! TOTL

1/3 8mm %/8 12mm 1/2 5/8 %/3 1

0.250 0.%5 0.5,0 0.888 0.3 1.552 2.2%5 %.%

1.20

52.80

22.30

8.3,

2,.01.10

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.%,

,.,0

30.00

1%.5

12.50

15.50

12.50

2.25

18.5

8.5

1%.,5

33.10

2.5

12.,0

8.,0

55.80

23.00

,.,0

%8.30

32.30

1.20

2.20

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18., 2%0.,5 23.0 113.0

106.22 229.27 457.68 256.35

1102.00

LON7$T(! TOTL

1/3 8mm %/8 12mm 1/2 5/8 %/3 1

0.250 0.%5 0.5,0 0.888 0.3 1.552 2.2%5 %.%

1.20

52.80

22.30

8.3,

2,.0

1.10

.%,

,.,0

30.00

1%.5

12.50

15.50

12.50

2.25

18.58.5

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1%.,5

33.10

2.5

12.,0

8.,0

55.8023.00

,.,0

%8.30

32.30

1.20

2.20

18., 2%0.,5 23.0 113.0

106.22 229.27 457.68 256.35

1102.00

LON7$T(! TOTL

1/3 8mm %/8 12mm 1/2 5/8 %/3 1

0.250 0.%5 0.5,0 0.888 0.3 1.552 2.2%5 %.%

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1.20

52.80

22.30

8.3,

2,.0

1.10

.%,

,.,0

30.00

1%.5

12.50

15.50

12.50

2.25

18.5

8.5

1%.,5

33.10

2.5

12.,0

8.,0

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55.80

23.00

,.,0

%8.30

32.30

1.20

2.20

18., 2%0.,5 23.0 113.0

106.22 229.27 457.68 256.35

1102.00

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Partida ELEMENTO EDC6C$ON CONCRETO f'c= 2

N" !E#CR$PC$ON CNT.ME!$!#

TOTL M2ME!$!#

& a & a

01.00.00 OBRAS DE CONCRETO ARMADO

01.01.00 E4ca&*ra

ESCALERA PRINCIPAL

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

1 +

+

+

TOTL M% - 0.00 TOTL M% -

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  E CONCRETO ARMADO

ENCOFR!O F$ERRO EN C/ ELEMENTO LON7$T

ME!$!#TOTL M2 !$M. CNT. LON7.

,mm 1/3 8mm %/8 12

PER$M. LON7. 0.222 0.250 0.%5 0.5,0 0.

  +

+ %/8 , 2.,0 15.,0

  + %/8 , 2.30 13.30

  + %/8 8 1.10 8.80

  + %/8 , 3.00 23.00

  + %/8 , %.80 22.80

  + %/8 1, 1.10 1.,0

  + %/8 0.00

  + %/8 0.00

  + %/8 0.00

  + %/8 0.00

  + %/8 0.00

  + %/8 0.00

  +

+  TOTAL POR DIAM. EN M. 10%.20

 TOTAL POR DIAM. EN K. 57.79TOTL M2 - 0.00 TOTL 7ENERL EN 97.

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5/8 %/3 1

1.552 2.2%5 %.%

5.

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Partida ELEMENTO EDC6C$ON CO

N" !E#CR$PC$ON CNT.ME!$!#

TOTL M2M

& a &

01.00.00 OBRAS DE CONCRETO ARMADO

01.01.00 TERCER #OTNO

CISTERNA

P$#O !E C$#TERN 1 + 1.00

1 +

1 +

1 +

1 +

1 +1 +1 +

1 +

1 +

CORTE + 1 + 2%.2%

1 +

CORTE + 1 + %.0

1 +

1 + 2.05

1 +1 +

1 +

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1 +

OTRO# CORTE# EN PE#T M(RO# NCL!O# 1 +

1 +

1 +

TECO !E C$#TERN EN LO# MC$@ 1 +

1 +

1 +

TOTL M% - 0.00 TOTL M% -

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ETRADO DE CONCRETO ARMADO

ENCOFR!O F$ERRO EN C/ ELEMENTO

TOTL M%ME!$!#

TOTL M2 !$M. CNT. LON7.,mm 1/3 8mm

PER$M. LON7. 0.222 0.250 0.%5

  23. + %/8 5, ,.30

  + + %/8 2, 13.00

  + + %/8 3 5.,0

  + + + %/8 22 12.50

  + + %/8 15 %.0

  + + + %/8 1 %.30  + %/8 8.00

  + + %/8 %2 2.50

  + +

+ +

1.1 3,.3, %.05 131.0 %/8 20 3.50

  + + + 1/2 25 3.50

  %.5 .80 %.05 2%. %/8 %2 5.,0

  + +

1.88 3.10 %.05 12.51 %/8 8 3.50

  + + 1/2 122 3.50  + + %/8 %2 25.00

  + +

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  + + %/8 8 3.50

  + + 1/2 10 3.50

  + + %/8 %2 3.%0

  + +

+ + %/8 15 3.50

  + + 1/2 1 3.50

  + + %/8 %2 2.30

 TOTAL POR DIAM. EN M.

 TOTAL POR DIAM. EN K.

50.55 TOTL M2 - 18.00 TOTL 7ENERL EN 97.

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ON7$T(! TOTL

12mm 1/2 5/8 %/3 1

0.888 0.3 1.552 2.2%5 %.%

112.50

53.00

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35.00

85.50

2.00

787.25

285,.15

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CONSUMO DE CONCRETO PRO$ECTADO AL

DIAS INICIO

1 1#! K*8 1!0113

1.1 E,ECUCION 1## K*8 1!0113

1.1.1.1.2   ESTRUCTURAS 1!3 K*8 8G< 190113

CONSTRUCCION -EDIFICIO- ,UAN SANTOSATA%UALPA