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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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KG 123.23 $.35 53.0
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M3 E50 E50
M3 E50 E50
M2 E50 E50
KG E50 E50
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RAS
F'()* : ENERO )201$
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UND METRADO PU PARCIAL
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M2 $&2.30 )
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C U A D R O D E M E T R AOBRA : EDIFICIO PARQUE ACOSTA
UBICACIÓN : LIMA- SAN ISIDRO
PART. D E S C R I P C I O N UND. CANT.
2.00.00 TRABA,OS PRELIMINARES
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!.03.00 INSTALACION DE COBERTURAS.
.03.01 ZONA TALLER
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1.0.01 S64869 <66 6<66;:9 964;64:9 8, 2& 3&$ <;:
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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1.11.0 T@,Q6 8, 1/2 P(C)C10 ,;,686 , 66 ".
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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
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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
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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
7/17/2019 Metrado_Estructuras_ Mancora
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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
7/17/2019 Metrado_Estructuras_ Mancora
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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
7/17/2019 Metrado_Estructuras_ Mancora
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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
7/17/2019 Metrado_Estructuras_ Mancora
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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
7/17/2019 Metrado_Estructuras_ Mancora
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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
7/17/2019 Metrado_Estructuras_ Mancora
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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
7/17/2019 Metrado_Estructuras_ Mancora
http://slidepdf.com/reader/full/metradoestructuras-mancora 104/572
+
%.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
+
7/17/2019 Metrado_Estructuras_ Mancora
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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
7/17/2019 Metrado_Estructuras_ Mancora
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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
7/17/2019 Metrado_Estructuras_ Mancora
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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
7/17/2019 Metrado_Estructuras_ Mancora
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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
7/17/2019 Metrado_Estructuras_ Mancora
http://slidepdf.com/reader/full/metradoestructuras-mancora 111/572
+
%.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
http://slidepdf.com/reader/full/metradoestructuras-mancora 113/572
+
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.
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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
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103.00
38.10
112.00
51.80
12%.20
5,.8
103.80
38.3
1.20
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%2.%
120.80
55.8
1,2.00
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%1.2%
1%5.20
,2.5%
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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%
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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
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38.53
51.80
5,.8
38.3
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55.8
1,2.00
%1.2%
,2.5%
33.0%
7/17/2019 Metrado_Estructuras_ Mancora
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50.1
%.2
133.00
38.10
88.0,
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35.13
1,2.00
,,.2%
52.%2
58.0
7/17/2019 Metrado_Estructuras_ Mancora
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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
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1.552 2.2%5 %.%
53.00
.30
52.1
38.53
51.80
7/17/2019 Metrado_Estructuras_ Mancora
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5,.8
38.3
%2.%
55.8
1,2.00
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%1.2%
,2.5%
33.0%
50.1
7/17/2019 Metrado_Estructuras_ Mancora
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%.2
133.00
38.10
88.0,
1,2.00
35.13
7/17/2019 Metrado_Estructuras_ Mancora
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,,.2%
52.%2
58.0
3.58
%3.8
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21.3,
2%3.00
1801.18
2795.43
10802.55
5/8 %/3 1
1.552 2.2%5 %.%
53.00
.30
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52.1
38.53
51.80
5,.8
38.3
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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
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88.0,
35.13
1,2.00
,,.2%
52.%2
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58.0
3.58
%3.8
21.3,
1,2.00
12.18
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2683.68
,%.0%
5/8 %/3 1
1.552 2.2%5 %.%
.30
52.1
38.53
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51.80
5,.8
38.3
%2.%
55.8
7/17/2019 Metrado_Estructuras_ Mancora
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%1.2%
,2.5%
33.0%
50.1
7/17/2019 Metrado_Estructuras_ Mancora
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%.2
38.10
88.0,
35.13
7/17/2019 Metrado_Estructuras_ Mancora
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,,.2%
52.%2
58.0
3.58
%3.8
7/17/2019 Metrado_Estructuras_ Mancora
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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 )
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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 )
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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 )
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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 )
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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
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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
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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 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
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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
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 )
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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 )
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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 )
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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
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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
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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
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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.
7/17/2019 Metrado_Estructuras_ Mancora
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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
7/17/2019 Metrado_Estructuras_ Mancora
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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
7/17/2019 Metrado_Estructuras_ Mancora
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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
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$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
$0.00
.0
.0
7/17/2019 Metrado_Estructuras_ Mancora
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23.20
5$.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
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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
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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
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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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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
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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
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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
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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
6$7 6+3 <150> 1 %.15 0.15
1 %.%0 0.15
1 3.,5 0.15
1
1
6$7 6+5 <500> 1 .20 0.50
6$7 6+5 <500> 1 .00 0.50
6$7 6+5 <%00> 1 2.0 0.50
1 1.00 0.%0
7/17/2019 Metrado_Estructuras_ Mancora
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1
1
1
1
1
1
1
1
1
1
6$7 6+, <500> 1 ,.55 0.50
1 3.35 0.50
1
1
1 1
6$7 6+ <500> 1 ,.,5 0.50
1 %.,2 0.50
1
1
1
1
1
6$7 6+8 <500> 1 ,.85 0.50
1 3.88 0.50
1
1
7/17/2019 Metrado_Estructuras_ Mancora
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1
1
6$7 6+ <%00> 1 %.0 0.%0
1 5., 0.%0
1
1
1
1
1
1
6$7 6+10 <500> 1 ,.85 0.50
1 2.30 0.50
1 2.00 0.%0
1
1 1
1
6$7 6+12 <500> 1 ,.85 0.50
1
1
1
1
1
1
1
CORTE 1+1 1 3.10 0.25
1
7/17/2019 Metrado_Estructuras_ Mancora
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CORTE 2+2 1 3.20 0.25
1
CORTE %+% 1 1.0 0.15
1
1 2.10 0.15
1
CORTE 3+3 1 1.0 0.15
1
CORTE 5+5 1 %.15 0.15
1
CORTE ,+, 1 1.10 0.%0
1
CORTE + 1 %.35 0.50
1
CORTE 8+8 1 %.%0 0.15 1
TOTL M% - 11.%3
7/17/2019 Metrado_Estructuras_ Mancora
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Partida ELEMENTO CONCRETO f'c= 210
N" !E#CR$PC$ON CNT.ME!$!#
& a
01.00.00 OBRAS DE CONCRETO ARMADO
01.01.00 6iga4 : C;rt*4
SEGUNDO SOTANO
6$7 6+1% <500> 1 ,.0 0.50
1
1
1
1
6$7 6+13 <500> 1 5.35 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
6$7 6+3 <150> 1 %.15 0.15
1 %.%0 0.15
1 3.,5 0.15
1
1
6$7 6+5 <500> 1 .20 0.50
7/17/2019 Metrado_Estructuras_ Mancora
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6$7 6+5 <500> 1 .00 0.50
6$7 6+5 <%00> 1 2.0 0.50
1 1.00 0.%0
1
1
1
1
1
1
1
1
1
1
6$7 6+ <500> 1 ,.,5 0.50
1 %.,2 0.50 1
1
1
1
1
6$7 6+8 <500> 1 ,.85 0.50
1 3.88 0.50
1
1
1
1
6$7 6+ <%00> 1 %.0 0.%0
7/17/2019 Metrado_Estructuras_ Mancora
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1 5., 0.%0
1
1
1
1
1
1
6$7 6+10 <500> 1 ,.85 0.50
1 2.30 0.50
1 2.00 0.%0
1
1
1
1
6$7 6+15 <500> 1 ,.55 0.50 1 3.35 0.50
1 .22 0.50
1
1
1
1
1
1
6$7 6+1, <500> 1 ,.85 0.50
1 2.30 0.30
1 %.2 0.%0
1
7/17/2019 Metrado_Estructuras_ Mancora
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1
1
1
1
1
CORTE 1+1 1 %.35 0.50
1
CORTE 2+2 1 5.0 0.25
1
CORTE %+% 1 1.0 0.15
1
1 2.10 0.15
1
CORTE 3+3 1 1.0 0.15
1
CORTE 5+5 1 %.15 0.15
1
CORTE ,+, 1 %.%0 0.15
1
TOTL M% - 12.55
7/17/2019 Metrado_Estructuras_ Mancora
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Partida ELEMENTO CONCRETO f'c= 210
N" !E#CR$PC$ON CNT.ME!$!#
& a
01.00.00 OBRAS DE CONCRETO ARMADO
01.01.00 6iga4 : C;rt*4
PRIMER SOTANO
6$7 6+1% <500> 1 ,.0 0.50
1
1
1
1
6$7 6+13 <500> 1 5.35 0.50
1
1 1
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Partida ELEMENTO CONCRETO f'c= 210
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Partida ELEMENTO CONCRETO f'c= 210
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Partida ELEMENTO CONCRETO f'c= 210
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01.00.00 OBRAS DE CONCRETO ARMADO
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6$7 6+% <%00> 1 .25 0.%0
1 3.81 0.%0
1
1
6$7 6+%8 <300> 1 ,.85 0.30
1 3.88 0.30
1
1
CORTE 1+1 1 %0.50 0.%0
1
CORTE 2+2 1 2.15 0.15
1
CORTE %+% 1 1.25 0.15
1
CORTE 3+3 1 1.25 0.20
CORTE 5+5 1 .0 0.15
1
CORTE 8+8 1 30.%0 0.15
1
CORTE + 1 0.0 0.20
CORTE 12+12 1 1.20 0.15
1
CORTE 1%+1% 1 %.%0 0.15
1
1
7/17/2019 Metrado_Estructuras_ Mancora
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TOTL M% - 1.
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Partida ELEMENTO CONCRETO f'c= 210
N" !E#CR$PC$ON CNT.ME!$!#
& a
01.00.00 OBRAS DE CONCRETO ARMADO
01.01.00 6iga4 : C;rt*4CUARTO PISO
6$7 6+8 <150> 1 2.85 0.15
1 3.00 0.15
1 3.,5 0.15
1
6$7 6+12 <5025> 1 %.50 0.50
1 1.20 0.50
1
1
6$7 6+1 <%0.25> 1 5.1 0.%0
1
1
1
6$7 6+20 <%0.0> 1 %.0 0.%0
1 5., 0.%0
1
1
1
1 1
1
7/17/2019 Metrado_Estructuras_ Mancora
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1
1
6$7 6+21 <30.0> 1 ,.85 0.30
1 2.30 0.30
1
1
1
6$7 6+22 <30.0> 1 1.5 0.30
1
1
6$7 6+% <%00> 1 .25 0.%0
1 3.81 0.%0
1
1
6$7 6+%8 <300> 1 ,.85 0.30
1 3.88 0.30
1
6$7 6+% <%00> 1 2.5 0.%0
1 .85 0.%0
1 ,.,5 0.%0
1 3.,5 0.%0
1
1
1
1
6$7 6+30 <500> 1 2.5 0.50
1 %.0 0.50
7/17/2019 Metrado_Estructuras_ Mancora
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1
1
1
1
6$7 6+31 <%00> 1 ,.5 0.%0
1 ,.,5 0.%0
1
1
1
1
6$7 6+32 <%00> 1 2.5 0.%0
1 .5 0.%0
1 ,.,5 0.%0
1 3.55 0.%0
11
1
6$7 6+3% <%00> 1 ,.85 0.%0
1 2.30 0.%0
1 %.2 0.%0
1
1
1
1
CORTE 1+1 1 15.80 0.%0
1
CORTE 2+2 1 11.50 0.%0
7/17/2019 Metrado_Estructuras_ Mancora
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1
CORTE %+% 1 3.,5 0.30
1
1
CORTE 3+3 1 %.10 0.15
1
CORTE 5+5 1 1.25 0.15
1
CORTE ,+, 1 5.50 0.15
1
CORTE + 1 0.,0 0.15
1
CORTE 8+8 1 .35 0.15
1
CORTE + 1 0.%8 0.20
CORTE 10+10 1 0.5 0.20
CORTE 11+11 1 %.0 0.15
1
CORTE 12+12 1 1.20 0.15
1
CORTE 13+13 1 %.%0 0.15
1
1
TOTL M% - 1%.0
7/17/2019 Metrado_Estructuras_ Mancora
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Partida ELEMENTO CONCRETO f'c= 210
N" !E#CR$PC$ON CNT.ME!$!#
& a
01.00.00 OBRAS DE CONCRETO ARMADO
01.01.00 6iga4 : C;rt*4QUINTO PISO
6$7 6+8 <150> 1 2.85 0.15
1 3.00 0.15
1 3.,5 0.15
1
6$7 6+12 <5025> 1 %.50 0.50
1 1.20 0.50
1
1
6$7 6+1 <%0.25> 1 5.1 0.%0
1
1
1
6$7 6+20 <%0.0> 1 %.0 0.%0
1 5., 0.%0
1
1
1
1 1
1
7/17/2019 Metrado_Estructuras_ Mancora
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1
1
6$7 6+21 <30.0> 1 ,.85 0.30
1 2.30 0.30
1
1
1
6$7 6+22 <30.0> 1 1.5 0.30
1
1
6$7 6+% <%00> 1 .25 0.%0
1 3.81 0.%0
1
1
6$7 6+%8 <300> 1 ,.85 0.30
1 3.88 0.30
1
6$7 6+% <%00> 1 2.5 0.%0
1 .85 0.%0
1 ,.,5 0.%0
1 3.,5 0.%0
1
1
1
1
6$7 6+30 <500> 1 2.5 0.50
1 %.0 0.50
7/17/2019 Metrado_Estructuras_ Mancora
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1
1
1
1
6$7 6+31 <%00> 1 ,.5 0.%0
1 ,.,5 0.%0
1
1
1
1
6$7 6+32 <%00> 1 2.5 0.%0
1 .5 0.%0
1 ,.,5 0.%0
1 3.55 0.%0
11
1
6$7 6+3% <%00> 1 ,.85 0.%0
1 2.30 0.%0
1 %.2 0.%0
1
1
1
1
CORTE 1+1 1 15.80 0.%0
1
CORTE 2+2 1 11.50 0.%0
7/17/2019 Metrado_Estructuras_ Mancora
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1
CORTE %+% 1 3.,5 0.30
1
1
CORTE 3+3 1 %.10 0.15
1
CORTE 5+5 1 1.25 0.15
1
CORTE ,+, 1 5.50 0.15
1
CORTE + 1 0.,0 0.15
1
CORTE 8+8 1 .35 0.15
1
CORTE + 1 0.%8 0.20
CORTE 10+10 1 0.5 0.20
CORTE 11+11 1 %.0 0.15
1
CORTE 12+12 1 1.20 0.15
1
CORTE 13+13 1 %.%0 0.15
1
1
TOTL M% - 1%.0
7/17/2019 Metrado_Estructuras_ Mancora
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Partida ELEMENTO CONCRETO f'c= 210
N" !E#CR$PC$ON CNT.ME!$!#
& a
01.00.00 OBRAS DE CONCRETO ARMADO
01.01.00 6iga4 : C;rt*4SEXTO PISO
6$7 6+8 <150> 1 2.85 0.15
1 3.00 0.15
1 3.,5 0.15
1
6$7 6+12 <5025> 1 %.50 0.50
1 1.20 0.50
1
1
6$7 6+1 <%0.25> 1 5.1 0.%0
1
1
1
6$7 6+20 <%0.0> 1 %.0 0.%0
1 5., 0.%0
1
1
1
1 1
1
7/17/2019 Metrado_Estructuras_ Mancora
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1
1
6$7 6+21 <30.0> 1 ,.85 0.30
1 2.30 0.30
1
1
1
6$7 6+22 <30.0> 1 1.5 0.30
1
1
6$7 6+% <%00> 1 .25 0.%0
1 3.81 0.%0
1
1
6$7 6+%8 <300> 1 ,.85 0.30
1 3.88 0.30
1
6$7 6+% <%00> 1 2.5 0.%0
1 .85 0.%0
1 ,.,5 0.%0
1 3.,5 0.%0
1
1
1
1
6$7 6+30 <500> 1 2.5 0.50
1 %.0 0.50
7/17/2019 Metrado_Estructuras_ Mancora
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1
1
1
1
6$7 6+31 <%00> 1 ,.5 0.%0
1 ,.,5 0.%0
1
1
1
1
6$7 6+32 <%00> 1 2.5 0.%0
1 .5 0.%0
1 ,.,5 0.%0
1 3.55 0.%0
11
1
6$7 6+3% <%00> 1 ,.85 0.%0
1 2.30 0.%0
1 %.2 0.%0
1
1
1
1
CORTE 1+1 1 15.80 0.%0
1
CORTE 2+2 1 11.50 0.%0
7/17/2019 Metrado_Estructuras_ Mancora
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1
CORTE %+% 1 3.,5 0.30
1
1
CORTE 3+3 1 %.10 0.15
1
CORTE 5+5 1 1.25 0.15
1
CORTE ,+, 1 5.50 0.15
1
CORTE + 1 0.,0 0.15
1
CORTE 8+8 1 .35 0.15
1
CORTE + 1 0.%8 0.20
CORTE 10+10 1 0.5 0.20
CORTE 11+11 1 %.0 0.15
1
CORTE 12+12 1 1.20 0.15
1
CORTE 13+13 1 %.%0 0.15
1
1
TOTL M% - 1%.0
7/17/2019 Metrado_Estructuras_ Mancora
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Partida ELEMENTO CONCRETO f'c= 210
N" !E#CR$PC$ON CNT.ME!$!#
& a
01.00.00 OBRAS DE CONCRETO ARMADO
01.01.00 6iga4 : C;rt*4SEPTIMO PISO
6$7 6+8 <150> 1 2.85 0.15
1 3.00 0.15
1 3.,5 0.15
1
1
6$7 6+12 <5025> 1 %.50 0.50
1 1.20 0.50
1
1
6$7 6+1 <%0.25> 2 5.1 0.%0
2
2
2
6$7 6+20 <%0.0> 1 %.0 0.%0
1 5., 0.%0
1
1
1 1
1
7/17/2019 Metrado_Estructuras_ Mancora
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1
1
1
6$7 6+21 <30.0> 1 ,.85 0.30
1 2.30 0.30
1
1
1
6$7 6+22 <30.0> 1 1.5 0.30
1
1
6$7 6+% <%00> 1 .25 0.%0
1 3.81 0.%0
1
1
6$7 6+%8 <300> 1 ,.85 0.30
1 3.88 0.30
1
6$7 6+% <%00> 1 2.5 0.%0
1 .85 0.%0
1 ,.,5 0.%0
1 3.,5 0.%0
1
1
1
1
6$7 6+30 <500> 1 2.5 0.50
7/17/2019 Metrado_Estructuras_ Mancora
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1 %.0 0.50
1
1
1
1
6$7 6+31 <%00> 1 ,.5 0.%0
1 ,.,5 0.%0
1
1
1
1
6$7 6+32 <%00> 1 2.5 0.%0
1 .5 0.%0
1 ,.,5 0.%0
1 3.55 0.%0 1
1
1
6$7 6+3% <%00> 1 ,.85 0.%0
1 2.30 0.%0
1 %.2 0.%0
1
1
1
1
CORTE %+% 1 3.,5 0.30
1
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1
CORTE 3+3 1 %.10 0.15
1
CORTE 5+5 1 1.25 0.15
1
CORTE + 1 0.,0 0.15
1
CORTE 8+8 1 .35 0.15
1
CORTE 10+10 1 0.5 0.20
CORTE 12+12 1 1.20 0.15
1
1
TOTL M% - 11.,
Partida ELEMENTO CONCRETO f'c= 210
N" !E#CR$PC$ON CNT.ME!$!#
& a
01.00.00 OBRAS DE CONCRETO ARMADO
01.01.00 6iga4 : C;rt*4
AZOTEA
CORTE 15+15 1 2%.00 0.15
1
CORTE 15+15 1 2.35 0.%0
7/17/2019 Metrado_Estructuras_ Mancora
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1
1
TOTL M% - 0.3
7/17/2019 Metrado_Estructuras_ Mancora
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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
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
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
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
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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
+ 5/8 1 3.20
+ %/8 5, 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
1.30 ,.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
1.35 %.20 3.,3 %/3 3 5.50
+ %/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
7/17/2019 Metrado_Estructuras_ Mancora
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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
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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 % 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
7/17/2019 Metrado_Estructuras_ Mancora
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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
7/17/2019 Metrado_Estructuras_ Mancora
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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
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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 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
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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
1.10 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
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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
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+ + %/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
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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
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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
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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
+ + + %/3 3 1%.25
+ + 1 3 .00
+ + 1/2 3 1%.50
+ + %/8 53 %.00
1.25 .15 8.3 %/3 2 15.00
1.25 3.,, 5.8% %/3 2 15.00
+ + %/3 2 5.15
+ + %/3 1 3.20
+ + 1 1 3.20
+ + %/8 ,% 1.85
1.25 ,.85 8.5, %/3 % 1,.00
1.25 3.88 ,.10 %/3 % 1,.00
+ + %/3 2 3.5
+ + 1 2 3.20
+ + %/8 80 2.20
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0.%0 %.,0 1.08 1/2 2 11.00
0.%0 5.50 1.,5 1/2 2 11.00
+ + 5/8 2 2.0
+ + 5/8 2 %.0
+ + 1/3 35 1.15 51
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
+ %/3 1 2.0
+ %/8 ,0 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 53 2.15
1.50 1.5 2.% %/3 3 3.50
+ + 1 2 3.50
+ + %/8 1, 2.15
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1.%5 3.30 5.3 5/8 3 ,.%0
+ + %/8 25 1.,0
1.25 ,.85 8.5, %/3 2 1.00
1.%% 2.30 %.18 %/3 2 1.00
1.2% %.2 3.01 %/3 2 1%.00
+ + %/3 2 12.00
+ + 1 2 .30
+ + %/8 53 2.15
+ + %/8 22 1.5
1.%8 ,.0 8.%5 %/3 2 2%.00
1.%8 ,.55 .01 %/3 2 2%.00
1.%8 5.%3 .%3 %/3 2 3.20
+ + %/3 1 3.05
+ + %/3 1 %.25
+ + %/3 1 3.55
+ + %/3 1 3.05
+ %/3 2 %.25
+ %/3 1 %.5
+ %/8 5 1.85
1.%8 3.22 5.80 %/3 2 1,.00
1.%8 8.12 11.1 %/3 2 1,.00
+ + 1 2 8.%0
+ + 1 2 1%.00
+ + 1 1 %.80
+ %/8 3 1.85
1.%8 5.1 8.1% %/3 2 2%.00
1.%8 ,.%8 8. %/3 2 2%.00
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1.%8 5.%3 .%3 %/3 2 3.00
+ + %/3 2 3.05
+ + %/3 2 %.25
+ %/3 1 3.30
+ %/3 1 %.5
+ %/8 5 1.85
0.%0 18.00 5.30 1/2 3 18.30
+ 1/3 5 1.15 10
1.35 2.15 %.12 5/8 3 2.55
+ %/8 1 1.,0
1.25 1.25 1.5, 5/8 3 1.,5
+ %/8 12 1.,0
0.20 1.25 0.25 %/8 2 1.,5
0.8 .0 .3 5/8 3 8.%0
+ %/8 55 1.,0
0.30 1.0 0.,8 1/2 3 2.10
+ 1/3 1.25 11
0.15 %2.,0 3.8 1/2 2 %%.00
+ 1/3 1%0 0.%0 %
0.20 .0 1.8 1/2 2 10.%0
1.15 2.0 %.11 1/2 3 %.10
+ 1/3 18 1.20 21
1.15 %.80 3.% 1/2 3 3.20
+ 1/3 2, 1.20 %1
1.15 1.20 1.%8 1/2 3 1.,0 + 1/3 8 1.20
1.30 %.%0 3.,2 5/8 , %.0
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+ %/8 25 1.30
+
TOTAL POR DIAM. EN M. %5.3
TOTAL POR DIAM. EN K. 89.3
TOTL M2 - 35,.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.%8 %.2, 3.38 %/3 , 11.00
1.%8 %.2, 3.38 %/3 2 2.85
+ + %/3 2 2.0
+ + %/3 2 2.0
+ + %/3 2 2.85
+ + %/8 38 1.85
1.15 8.00 .20 %/3 5 .00
+ + %/3 2 5.50
+ + %/8 %5 1.5
1.10 .0% .% %/3 2 .%5
+ + 5/8 2 .%5
+ + 5/8 2 %.80
+ + 5/8 2 2.,0
+ + %/8 % 1.5
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0.50 ,.50 %.25 1/2 , .30
+ + 1/2 2 3.0
+ + 1/3 %2 1.55 3
1.15 5.,0 ,.33 %/3 2 .%5
+ + 5/8 2 .%5
+ + 5/8 2 %.80
+ + 5/8 2 2.,0
+ + %/8 %2 1.5
1.,5 %.30 5.,1 %/3 , 5.50
+ + %/3 2 2.,0
+ + %/3 2 2.%0
+ + 1/2 2 3.00
+ + %/8 2% 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
+ %/3 2 3.30
+ + %/3 1 3.25
+ + %/3 2 %.0
+ + %/3 1 5.
+ + %/3 1 5.,0
7/17/2019 Metrado_Estructuras_ Mancora
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+ + 1/2 2 3.,1
+ + %/8 185 1.5
+ + %/8 22 2.15
0.50 .50 11.25 5/8 % 8.50
+ + 1/2 % 8.50
+ + 1/2 2 5.20
+ + %/8 % 1.55
7/17/2019 Metrado_Estructuras_ Mancora
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1.%5 2.85 %.85 5/8 3 15.00
1.%5 3.00 5.30 5/8 2 %.15
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0.50 3.55 2.28 1/2 3 15.50
0.50 .,0 %.80 5/8 2 .0
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+ + %/8 33 1.55
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1.5 1.00 1.5 %/3 2 11.00
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+ + 1 2 5.0
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+ + %/8 30 2.05
1.25 ,.85 8.5, %/3 % 1,.00
1.25 3.88 ,.10 %/3 % 1,.00
+ + %/3 2 3.5
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+ + 1 2 3.20
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0.%0 %.,0 1.08 1/2 2 11.00
0.%0 5.50 1.,5 1/2 2 11.00
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1.15 %.0 3.3 %/3 2 1,.50
1.15 5., ,.,2 %/3 2 1,.50
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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 2 3.50
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1.%5 3.30 5.3 5/8 3 ,.%0
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1.25 ,.85 8.5, %/3 2 1.00
1.%% 2.30 %.18 %/3 2 1.00
1.2% %.2 3.01 %/3 2 1%.00
+ + %/3 2 12.00
+ + 1 2 .30
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+ + %/8 22 1.5
1.%8 ,.0 8.%5 %/3 2 2%.00
1.%8 ,.55 .01 %/3 2 2%.00
1.%8 5.%3 .%3 %/3 2 3.20
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1.%8 3.22 5.80 %/3 2 1,.00
1.%8 8.12 11.1 %/3 2 1,.00
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1.%8 5.1 8.1% %/3 2 2%.00
1.%8 ,.%8 8. %/3 2 2%.00
1.%8 5.%3 .%3 %/3 2 3.00
+ + %/3 2 3.05
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1.%5 8.20 11.0 %/3 2 18.00
1.%5 .1, ., %/3 , 23.00
1.2% %.0 3.8 1 1 5.80
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0.5 3.55 %.31 1/2 1 5.0
0.55 .,0 3.18 1/2 1 5.0
+ + 5/8 1 5.0
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0.50 3.55 2.28 1/2 % 13.50
0.50 .,8 %.83 1/2 % 13.50
+ + 1/2 2 3.20
+ 1/2 % 5.50
+ %/8 ,2 1.55
1.3% ,.51 .28 %/3 3 33.00
1.3% .05 10.05 %/3 2 3.50
1.3% .5 11.03 %/3 1 3.,5
1.3% ,.,5 .38 %/3 2 3.30
1.3% 3.55 ,.38 %/3 1 3.35
1.3% .5 11.03 %/3 1 3.30
+ %/3 1 3.%0
+ %/3 2 3.00
+ %/8 1, 1.5
1.5 10.81 21.08 1 8 15.00
+ + 1 3 .00
+ 1 3 %.80
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+ %/8 ,3 %.00
0.50 .25 %.,% 5/8 % 13.50
0.50 3. 2.30 5/8 % 13.50
+ + 5/8 2 3.20 + 5/8 2 5.10
+ %/8 ,2 1.,0
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0.%0 .50 2.85 1/2 3 .0
+ 1/3 52 1.15 5.8
1.35 2.15 %.12 5/8 3 2.55
+ %/8 15 1.,0
1.25 1.25 1.5, 5/8 3 1.,5
+ %/8 1.,0
0.20 1.25 0.25 %/8 2 1.,5
0.8 .0 .3 5/8 3 8.%0
+ %/8 52 1.,0
0.30 1.0 0.,8 1/2 3 2.10
+ 1/3 1.25 11.2
0.15 5%.,5 8.05 1/2 2 53.05
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0.20 0.0 0.13 1/2 2 1.10
1.15 1.20 1.%8 1/2 3 1.,0
+ 1/3 8 1.20 .,
1.30 %.%0 3.,2 5/8 , %.0
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+
TOTAL POR DIAM. EN M. %0.5
TOTAL POR DIAM. EN K. 76.8
TOTL M2 - 3,0.0% 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.%8 %.2, 3.38 %/3 , 11.00
1.%8 %.2, 3.38 %/3 2 2.85
+ + %/3 2 2.0
+ + %/3 2 2.0
+ + %/3 2 2.85
+ + %/8 38 1.85
1.15 8.00 .20 %/3 5 .00
+ + %/3 2 5.50
+ + %/8 %5 1.5
1.10 .0% .% %/3 2 .%5
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+ + 5/8 2 2.,0
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0.50 ,.50 %.25 1/2 , .30
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+ + 1/3 %2 1.55 3
1.15 5.,0 ,.33 %/3 2 .%5
+ + 5/8 2 .%5
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+ + 5/8 2 2.,0
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1.,5 %.30 5.,1 %/3 , 5.50
+ + %/3 2 2.,0
+ + %/3 2 2.%0
+ + 1/2 2 3.00
+ + %/8 2% 2.15
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
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
+ %/8 113 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
+ +
0.%0 %.,0 1.08 1/2 2 11.00
0.%0 5.50 1.,5 1/2 2 11.00
+ + 5/8 2 2.0
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+ + 1/3 35 1.15 51
0.%0 5.1 1.1 1/2 2 ,.0
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+ + 5/8 2 3.11
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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
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+ + 1 2 %.00
+ + %/3 2 ,.15
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+ %/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%
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1.50 1.5 2.% %/3 3 3.50
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+ + %/8 1% 2.15
1.%5 3.30 5.3 5/8 3 ,.%0
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1.25 ,.85 8.5, %/3 2 1.00
1.%% 2.30 %.18 %/3 2 1.00
1.2% %.2 3.01 %/3 2 1%.00
+ + %/3 2 12.00
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+ + 1 2 .30
+ + %/8 3 2.15
+ + %/8 22 1.5
1.%8 ,.0 8.%5 %/3 2 2%.00
1.%8 ,.55 .01 %/3 2 2%.00
1.%8 5.%3 .%3 %/3 2 3.20
+ + %/3 1 3.05
+ + %/3 1 %.25
+ + %/3 1 3.55
+ + %/3 1 3.05
+ %/3 2 %.25
+ %/3 1 %.5
+ %/8 2 1.85
1.%8 3.22 5.80 %/3 2 1,.00
1.%8 8.12 11.1 %/3 2 1,.00
+ + 1 2 8.%0
+ + 1 2 1%.00
+ + 1 1 %.80
+ %/8 ,8 1.85
1.%8 5.1 8.1% %/3 2 2%.00
1.%8 ,.%8 8. %/3 2 2%.00
1.%8 5.%3 .%3 %/3 2 3.00
+ + %/3 2 3.05
+ + %/3 2 %.25
+ %/3 1 3.30
+ %/3 1 %.5
+ %/8 0 1.85
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0.55 3.55 2.50 1/2 % 13.50
0.55 .,8 3.22 1/2 % 13.50
+ + 1/2 2 3.20
+ 1/2 % 5.50
+ %/8 ,2 1.55
1.3% 2.5 3.20 %/3 3 %%.00
1.3% .0 11.2, 1 1 5.85
1.3% ,.0 .55 %/3 1 5.85
1.3% 3.,5 ,.,% %/3 2 3.,5
1.3% 2.83 3.05 1 1 3.30
1.,% %.25 5.28 %/3 1 3.30
+ %/3 1 3.25
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+ + 1/2 2 3.,5
+ %/8 1%2 2.00
+ %/8 22 2.15
1.%5 2.5 %.8 %/3 3 .00
1.%5 %.0 5.2 %/3 3 .00
+ + 1 % .,0
+ + %/3 1 5.80
+ + %/8 31 2.30
1.3% 2.5 3.20 %/3 3 %5.00
1.3% .5 11.03 1 2 5.0
1.3% ,.,5 .38 1 1 3.55
1.3% 3.55 ,.38 1 1 3.30
1.3% .5 11.03 %/3 1 3.30
+ + %/8 15 1.5
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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
+ +
0.%0 %0.50 .15 1/2 3 %0.0
+ 1/3 135 1.15 1,,.
1.35 2.15 %.12 5/8 3 2.55
+ %/8 15 1.,0
1.25 1.25 1.5, 5/8 3 1.,5
+ %/8 1.,0
0.20 1.25 0.25 %/8 2 1.,5
0.8 .0 .3 5/8 3 8.%0
+ %/8 52 1.,0
0.15 30.%0 ,.05 1/2 2 30.0
+ 1/3 200 0.%0 ,0.
0.20 0.0 0.13 1/2 2 1.10
1.15 1.20 1.%8 1/2 3 1.,0
+ 1/3 8 1.20 .
1.30 %.%0 3.,2 5/8 , %.0
+ %/8 20 1.30
+
TOTAL POR DIAM. EN M. %,8.
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TOTAL POR DIAM. EN K. 92.19
TOTL M2 - %,3.% 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
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
+ +
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
+ + %/8 , 2.00
+ +
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 .,
1.30 %.%0 3.,2 5/8 , %.0
+ %/8 20 1.30
+
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
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
+ +
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
+ + %/8 , 2.00
+ +
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 .,
1.30 %.%0 3.,2 5/8 , %.0
+ %/8 20 1.30
+
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
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
+ +
0.%0 5.1 1.1 1/2 2 ,.0
+ + 1/2 2 ,.0
+ + 5/8 2 3.11
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+ %/3 1 2.0
+ %/8 5 1.5
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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
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+ %/8 1.,0
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+ %/8 % 1.,0
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+ 1/3 8 1.20 .,
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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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+ %/3 1 2.0
+ %/8 5 1.5
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+ %/8 2% 1.,0
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TOTAL POR DIAM. EN M. 80.3
TOTAL POR DIAM. EN K. 20.1
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22.00
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1 EE ! ? EE EA ENTRE EE 3 ? EE , 1 .20 ,.,5
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1 1.00 12.55
1 1.00 1.55
1
1
1
1
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1
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1
1
1
1
1
1
1
1
1
1
1
1
1
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1
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EE E ? EE F ENTRE EE 3 ? EE , 1 3.35 .20
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1 1.00 5.,,
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1
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1
1
1
1
1
1
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1
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EE F ? EE 7 ENTRE EE 3 ? EE , 1 1.00 5%.80
1 1.00 5,.50
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1 1
1
1
1
1
1
1
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1
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7/17/2019 Metrado_Estructuras_ Mancora
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1
EE 7' ? EE 7 ENTRE EE 1 ? EE 3 1 1.00 28.83
1 1.00 30.30
1 1.00 2.85
1 1.00 28.00
1
1
1
1
1
1
1
1
1
1 1
1
1
1
1
1
1
1
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1
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1
1
1
1
1
1
TOTL M% -
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Partida ELEMENTO CONCRETO f'c= 210 kg
N" !E#CR$PC$ON CNT.ME!$!#
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01.00.00 OBRAS DE CONCRETO ARMADO
01.01.00 LO# MC$@SEMISOTANO
EE ? EE ENTRE EE 3 ? EE 5 1 1.00 ,.25
EE ? EE ENTRE EE 3 ? EE , 1 1.00 2.5
1 1.00 1.15
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1
1
EE C ? EE ! ENTRE EE 3 ? EE , 1 .30 1.20
1
1
1
1
1
1
1
1
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EE ! ? EE EA ENTRE EE 3 ? EE , 1 ,.0 2.20
1 1.15 1.80
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1 1.00 12.55
1 1.00 1.55
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
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1
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EE E ? EE F ENTRE EE 3 ? EE , 1 3.50 2.30
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1 1.00 5.20
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1
1
1
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1
1
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EE 7' ? EE 7 ENTRE EE 1 ? EE 3 1 1.00 3.0
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TOTL M% -
Partida ELEMENTO CONCRETO f'c= 210 kg
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01.01.00 LO# MC$@
PRIMER PISO
EE ? EE C ENTRE EE 3 ? EE 5 1 .15 %.25
1 1.00 11.80
1 1.00 0.,0
1
1
1
1
1
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EE ! ? EE EA ENTRE EE 3 ? EE , 1 ,.,5 2.30
1 1.00 12.0
1 1.00 1.5
1
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1
1
1
1
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1
1
1
1
1
EE E ? EE F ENTRE EE 3 ? EE , 1 3.55 2.30
1 1.00 5.20
1 1.00 3.20
1
1
1
1
1
1
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EE F ? EE 7 ENTRE EE 3 ? EE , 1 1.,0 %.3
1 1.,0 1.35
1 1.00 1.0
1
1
1
1
1
TOTL M% -
Partida ELEMENTO CONCRETO f'c= 210 kg
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SEGUNDO PISO
EE ! ? EE EA ENTRE EE 3 ? EE , 1 ,.,5 2.30
1 1.00 12.0
1 1.00 1.5
1
1
1
1
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1
1
1
1
1
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EE E ? EE F ENTRE EE 3 ? EE , 1 3.55 2.30
1 1.00 5.20
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1
1
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EE F ? EE 7 ENTRE EE 3 ? EE , 1 1.,0 %.,5
1 1.,0 0.8
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TOTL M% -
Partida ELEMENTO CONCRETO f'c= 210 kg
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01.01.00 LO# MC$@
TERCER PISO
EE ! ? EE EA ENTRE EE 3 ? EE , 1 ,.,5 2.30
1 1.00 12.0
1 1.00 1.5
1
1
1
1
1
1
1
1
1
1
1
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EE E ? EE F ENTRE EE 3 ? EE , 1 3.55 2.30
1 1.00 5.20
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1
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1
1
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1
1
1
1
1
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TOTL M% -
Partida ELEMENTO CONCRETO f'c= 210 kg
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01.01.00 LO# MC$@
CUARTO PISO
EE ! ? EE EA ENTRE EE 3 ? EE , 1 ,.,5 2.30
1 1.00 12.0
1 1.00 1.55
1
1
1
1
1
1 1
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1
1
1
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EE E ? EE F ENTRE EE 3 ? EE , 1 3.55 2.30
1 1.00 5.20
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1
1
1
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TOTL M% -
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Partida ELEMENTO CONCRETO f'c= 210 kg
N" !E#CR$PC$ON CNT.ME!$!#
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01.00.00 OBRAS DE CONCRETO ARMADO
01.01.00 LO# MC$@QUINTO PISO
EE ! ? EE EA ENTRE EE 3 ? EE , 1 ,.,5 2.30
1 1.00 12.0
1 1.00 1.55
1
1
1
1
1
1
1
1
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1
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EE E ? EE F ENTRE EE 3 ? EE , 1 3.55 2.30
1 1.00 5.20
1 1.00 3.20
1 1
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1
1
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TOTL M% -
Partida ELEMENTO CONCRETO f'c= 210 kg
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01.01.00 LO# MC$@
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EE ! ? EE EA ENTRE EE 3 ? EE , 1 ,.,5 2.30
1 1.00 12.0
1 1.00 1.55
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1
1
1
1
1
1
1 1
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1
EE E ? EE F ENTRE EE 3 ? EE , 1 3.55 2.30
1 1.00 5.20
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1
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TOTL M% -
Partida ELEMENTO CONCRETO f'c= 210 kg
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EE ! ? EE EA ENTRE EE 3 ? EE , 1 ,.5 2.30
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1 1
1
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1
1
1
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1
1
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TOTL M% -
Partida ELEMENTO CONCRETO f'c= 210 kg
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E CONCRETO ARMADO
ENCOFR!O F$ERRO EN C/ ELEMENTO
ME!$!#TOTL M2 !$M. CNT. LON7.
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+ + + %/8 21 3.50
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+ + + 1/2 %5 5.50
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+ + + %/8 1 1.55
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TOTAL POR DIAM. EN M.
TOTAL POR DIAM. EN K. 6
TOTL M2 - 5%5.%0 TOTL 7ENERL EN 97.
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ENCOFR!O F$ERRO EN C/ ELEMENTO
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+ + + %/8 %0 %.%0
+ + + %/8 1 1.55
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+ + + %/8 10 3.15
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+ + + %/8 %8 2.05
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+ + +
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1.00 28.83 28.83 %/8 12 3.0
1.00 30.30 30.30 %/8 12 5.25
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+ + + %/8 20 1.,5
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+ + + %/8 2, 2.00
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+ + +
+
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
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+ + + 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
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+ + + %/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
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+ + + %/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
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+ + + %/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
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+ + + 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
+ +
3.55 2.30 10.2 5/8 3 %.50
1.00 5.20 5.20 %/8 18 %.00
1.00 3.20 3.20 %/8 18 %.50
+ + + %/8 8 2.00
+ + + %/8 8 2.20
+ + %/8 5 %.%0
+ + + %/8 5 %.50
+ + + %/8 5 ,.50
+ + + %/8 5 ,.80
+ + +
1.,0 %.,5 5.83 %/8 , .85
1.,0 0.8 1.% %/8 , 8.10
1.00 1.0 1.0
+ + +
+
TOTAL POR DIAM. EN M.
TOTAL POR DIAM. EN K.
TOTL M2 - ,0.0, TOTL 7ENERL EN 97.
ENCOFR!O F$ERRO EN C/ ELEMENTO
ME!$!#
,mm 1/3 8m
7/17/2019 Metrado_Estructuras_ Mancora
http://slidepdf.com/reader/full/metradoestructuras-mancora 459/572
PER$M. LON7. . . .
0.222 0.250 0.%
,.,5 2.30 15., %/8 10 1%.50
1.00 12.0 12.0 %/8 10 13.,0
1.00 1.5 1.5 %/8 8 2.0
+ + + %/8 8 %.0
+ + + %/8 1, 3.,2
+ + + %/8 1, 3.0
+ + + %/8 1, %.00
+ + %/8 1, %.50
+ + + %/8 10 ,.80
+ + + %/8 10 .55
+ + + %/8 8 2.%0
+ + + %/8 8 %.00
+ + 1/2 2 %.15
+ + +
+ +
3.55 2.30 10.2 5/8 3 %.50
1.00 5.20 5.20 %/8 18 %.00
1.00 3.20 3.20 %/8 18 %.50
+ + + %/8 8 2.00
+ + + %/8 8 2.20
+ + %/8 5 %.%0
+ + + %/8 5 %.50
+ + + %/8 5 ,.50
7/17/2019 Metrado_Estructuras_ Mancora
http://slidepdf.com/reader/full/metradoestructuras-mancora 460/572
+ + %/8 5 ,.80
+ + + 5/8 3 %.%0
+ + +
+ +
+ + +
+
TOTAL POR DIAM. EN M.
TOTAL POR DIAM. EN K.
TOTL M2 - 51.1% TOTL 7ENERL EN 97.
ENCOFR!O F$ERRO EN C/ ELEMENTO
ME!$!#TOTL M2 !$M. CNT. LON7.
,mm 1/3 8m
PER$M. LON7. 0.222 0.250 0.%
,.,5 2.30 15., %/8 10 1%.50
1.00 12.0 12.0 %/8 10 13.,0
1.00 1.55 1.55 %/8 8 2.0
+ + + %/8 8 %.0
+ + + %/8 1, 3.,2
+ + + %/8 1, 3.0
+ + + %/8 1, %.00
+ + %/8 1, %.50
+ + + %/8 10 ,.80
+ + + %/8 10 .55
+ + + %/8 8 2.%0
7/17/2019 Metrado_Estructuras_ Mancora
http://slidepdf.com/reader/full/metradoestructuras-mancora 461/572
+ + + %/8 8 %.00
+ + + 1/2 2 %.15
+ + +
+ +
3.55 2.30 10.2
1.00 5.20 5.20 %/8 18 %.00
1.00 3.20 3.20 %/8 18 %.50
+ + + %/8 8 2.00
+ + + %/8 8 2.20
+ + %/8 5 %.%0
+ + + %/8 5 %.50
+ + + %/8 5 ,.50
+ + %/8 5 ,.80
+
TOTAL POR DIAM. EN M.
TOTAL POR DIAM. EN K.
TOTL M2 - 50.% TOTL 7ENERL EN 97.
7/17/2019 Metrado_Estructuras_ Mancora
http://slidepdf.com/reader/full/metradoestructuras-mancora 462/572
ENCOFR!O F$ERRO EN C/ ELEMENTO
ME!$!#TOTL M2 !$M. CNT. LON7.
,mm 1/3 8m
PER$M. LON7. 0.222 0.250 0.%
,.,5 2.30 15., %/8 10 1%.50
1.00 12.0 12.0 %/8 10 13.,0
1.00 1.55 1.55 %/8 8 2.0
+ + + %/8 8 %.0
+ + + %/8 1, 3.,2
+ + + %/8 1, 3.0
+ + + %/8 1, %.00
+ + %/8 1, %.50
+ + + %/8 10 ,.80
+ + + %/8 10 .55
+ + + %/8 8 2.%0
+ + + %/8 8 %.00
+ + 1/2 2 %.15
+ +
3.55 2.30 10.2 %/8 18 %.00
1.00 5.20 5.20 %/8 18 %.50
1.00 3.20 3.20 %/8 8 2.00
+ + + %/8 8 2.20 + + + %/8 5 %.%0
+ + %/8 5 %.50
7/17/2019 Metrado_Estructuras_ Mancora
http://slidepdf.com/reader/full/metradoestructuras-mancora 463/572
+ + + %/8 5 ,.50
+ + %/8 5 ,.80
+ + +
+
TOTAL POR DIAM. EN M.
TOTAL POR DIAM. EN K.TOTL M2 - 50.% TOTL 7ENERL EN 97.
ENCOFR!O F$ERRO EN C/ ELEMENTO
ME!$!#TOTL M2 !$M. CNT. LON7.
,mm 1/3 8m
PER$M. LON7. 0.222 0.250 0.%
,.,5 2.30 15., %/8 10 1%.50
1.00 12.0 12.0 %/8 10 13.,0
1.00 1.55 1.55 %/8 8 2.0
+ + + %/8 8 %.0
+ + + %/8 1, 3.,2
+ + + %/8 1, 3.0
+ + + %/8 1, %.00
+ + + %/8 1, %.50
+ + + %/8 10 ,.80
+ + + %/8 10 .55
+ + + %/8 8 2.%0
+ + + %/8 8 %.00
+ + + 1/2 2 %.15
7/17/2019 Metrado_Estructuras_ Mancora
http://slidepdf.com/reader/full/metradoestructuras-mancora 464/572
+ + +
3.55 2.30 10.2 %/8 18 %.00
1.00 5.20 5.20 %/8 18 %.50
1.00 3.20 3.20 %/8 8 2.00
+ + + %/8 8 2.20
+ + + %/8 5 %.%0
+ + %/8 5 %.50
+ + + %/8 5 ,.50
+ + + %/8 5 ,.80
+ + +
+ + +
+
TOTAL POR DIAM. EN M.
TOTAL POR DIAM. EN K.
TOTL M2 - 50.% TOTL 7ENERL EN 97.
ENCOFR!O F$ERRO EN C/ ELEMENTO
ME!$!#TOTL M2 !$M. CNT. LON7.
,mm 1/3 8m
PER$M. LON7. 0.222 0.250 0.%
,.5 2.30 1,.20 %/8 10 .%0
1.00 25.%0 25.%0 %/8 10 .00
+ + + %/8 5 2.5
+ + + %/8 5 %.5
+ + + %/8 5 3.85
7/17/2019 Metrado_Estructuras_ Mancora
http://slidepdf.com/reader/full/metradoestructuras-mancora 465/572
+ + + %/8 5 5.00
+ + + %/8 5 ,.00
+ + + %/8 5 .85
+ + + %/8 5 %.10
+ + + %/8 1 %.00
+ + + %/8 1 %.50
+ + + %/8 ,.80
+ + + %/8 .50
+ + + %/8 1, 2.,%
+ + + %/8 1, 2.3
+ + + %/8 1, %.15
+ + + %/8 1, 2.35
+
TOTAL POR DIAM. EN M.
TOTAL POR DIAM. EN K.
TOTL M2 - 31.50 TOTL 7ENERL EN 97.
ENCOFR!O F$ERRO EN C/ ELEMENTO
ME!$!#TOTL M2 !$M. CNT. LON7.
,mm 1/3 8m
PER$M. LON7. 0.222 0.250 0.%
,.0 %.10 20. %/8 20 .50
,.0 1.0 12.% %/8 20 .00
+ + + %/8 2 5.50
+ + + %/8 2 ,.10
7/17/2019 Metrado_Estructuras_ Mancora
http://slidepdf.com/reader/full/metradoestructuras-mancora 466/572
+ + +
+
TOTAL POR DIAM. EN M.
TOTAL POR DIAM. EN K.
TOTL M2 - %%.50 TOTL 7ENERL EN 97.
7/17/2019 Metrado_Estructuras_ Mancora
http://slidepdf.com/reader/full/metradoestructuras-mancora 467/572
ON7$T(! TOTL
12mm 1/2 5/8 %/3 1
0.888 0.3 1.552 2.2%5 %.%
1,2.00
1%%.20
2,3.00
1%2.00
150.50
7/17/2019 Metrado_Estructuras_ Mancora
http://slidepdf.com/reader/full/metradoestructuras-mancora 468/572
12.50
131.0
181.50
11.,0
2,.50
115.50
13.80
82.00
,,.00
7/17/2019 Metrado_Estructuras_ Mancora
http://slidepdf.com/reader/full/metradoestructuras-mancora 469/572
10.5
5,.10
218.30
111.,0
3,.80
7/17/2019 Metrado_Estructuras_ Mancora
http://slidepdf.com/reader/full/metradoestructuras-mancora 470/572
8.,0
%.00
5.50
%.10
5.50
7/17/2019 Metrado_Estructuras_ Mancora
http://slidepdf.com/reader/full/metradoestructuras-mancora 471/572
7/17/2019 Metrado_Estructuras_ Mancora
http://slidepdf.com/reader/full/metradoestructuras-mancora 472/572
115.00
.20
11.,0
11%.85
138.50
7/17/2019 Metrado_Estructuras_ Mancora
http://slidepdf.com/reader/full/metradoestructuras-mancora 473/572
%10%.%0 2,.30
3084.68 40.97
10284.28
7/17/2019 Metrado_Estructuras_ Mancora
http://slidepdf.com/reader/full/metradoestructuras-mancora 474/572
ON7$T(! TOTL
12mm 1/2 5/8 %/3 1
0.888 0.3 1.552 2.2%5 %.%
1,2.00
1%%.20
2,3.00
1%2.00
150.50
7/17/2019 Metrado_Estructuras_ Mancora
http://slidepdf.com/reader/full/metradoestructuras-mancora 475/572
12.50
131.0
181.50
11.,0
2,.50
115.50
13.80
82.00
,,.00
7/17/2019 Metrado_Estructuras_ Mancora
http://slidepdf.com/reader/full/metradoestructuras-mancora 476/572
10.5
5,.10
218.30
111.,0
3,.80
7/17/2019 Metrado_Estructuras_ Mancora
http://slidepdf.com/reader/full/metradoestructuras-mancora 477/572
8.,0
%.00
7/17/2019 Metrado_Estructuras_ Mancora
http://slidepdf.com/reader/full/metradoestructuras-mancora 478/572
115.00
.20
11.,0
1,.00
1.50
1,,.50
1%,.0
7/17/2019 Metrado_Estructuras_ Mancora
http://slidepdf.com/reader/full/metradoestructuras-mancora 479/572
,.,0
3.%0
7/17/2019 Metrado_Estructuras_ Mancora
http://slidepdf.com/reader/full/metradoestructuras-mancora 480/572
101.30
80.,0
%135.15 5.0
3126.28 92.96
11249.02
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ON7$T(! TOTL
12mm 1/2 5/8 %/3 1
0.888 0.3 1.552 2.2%5 %.%
1,2.00
1%%.20
2,3.00
1%2.00
150.50
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12.50
131.0
181.50
11.,0
2,.50
115.50
13.80
82.00
,,.00
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10.5
5,.10
218.30
111.,0
3,.80
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8.,0
%.00
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115.00
.20
11.,0
1,.00
1.50
1,,.50
1%,.0
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,.,0
3.%0
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101.30
80.,0
%135.15 5.0
3126.28 92.96
11249.02
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ON7$T(! TOTL
12mm 1/2 5/8 %/3 1
0.888 0.3 1.552 2.2%5 %.%
.20
8,.0
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8,.30
10,.%2
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%58.82
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356.67
900.84
ON7$T(! TOTL
12mm 1/2 5/8 %/3 1
0.888 0.3 1.552 2.2%5 %.%
%.80
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1%.,0
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3.%8
8.18 1%.,0
8.13 21.11
1082.87
ON7$T(! TOTL
12mm 1/2 5/8 %/3 1
0.888 0.3 1.552 2.2%5 %.%
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,.%0
13.00
,.%0 13.00
6.26 21.73
687.73
ON7$T(! TOTL
12mm 1/2 5/8 %/3 1
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0.888 0.3 1.552 2.2%5 %.%
,.%0
13.00
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1%.20
,.%0 2.20
6.26 42.21
652.97
ON7$T(! TOTL
12mm 1/2 5/8 %/3 1
0.888 0.3 1.552 2.2%5 %.%
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,.%0
,.%0
6.26
608.64
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ON7$T(! TOTL
12mm 1/2 5/8 %/3 1
0.888 0.3 1.552 2.2%5 %.%
,.%0
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,.%0
6.26608.64
ON7$T(! TOTL
12mm 1/2 5/8 %/3 1
0.888 0.3 1.552 2.2%5 %.%
,.%0
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,.%0
6.26
608.64
ON7$T(! TOTL
12mm 1/2 5/8 %/3 1
0.888 0.3 1.552 2.2%5 %.%
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435.65
ON7$T(! TOTL
12mm 1/2 5/8 %/3 1
0.888 0.3 1.552 2.2%5 %.%
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354.68
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Partida ELEMENTO TECNOPOR
N" !E#CR$PC$ON CNT.ME!$!#
TOTL M2
& a01.00.00 OBRAS DE CONCRETO ARMADO
01.01.00 LO# MC$@
SEMISOTANO
EE ? EE ENTRE EE 3 ? EE , 1 1.00 %2.8 %2.8
EN#NCE# 1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
EE ? EE C ENTRE EE 3 ? EE , 1 1.00 55.00 55.00
EN#NCE# 1 +
1 +
1 +
1 +
1 +
1 +1 +
1 +
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EE C ? EE ! ENTRE EE 3 ? EE , 1 1.00 %3.50 %3.50
EN#NCE# 1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1
EE E ? EE F ENTRE EE 3 ? EE , 1 1.00 23.50 23.50
EN#NCE# 1 +
1 +1 +
1 +
1 +
EE F ? EE 7 ENTRE EE 3 ? EE , 1 1.00 5%.00 5%.00
EN#NCE# 1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
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1 +
1 +
1 +
EE 7' ? EE 7 ENTRE EE 1 ? EE 3 1 1.00 5.,5 5.,5
EN#NCE# 1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +1 +
1 +
1 +
1 +
1 +
1 +
TOTL M% - 25.53 TOT
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Partida ELEMENTO TECNOPOR
N" !E#CR$PC$ON CNT.ME!$!#
TOTL M2& a
01.00.00 OBRAS DE CONCRETO ARMADO
01.01.00 LO# MC$@
PRIMER PISO
EE ? EE C ENTRE EE 3 ? EE , 1 1.00 %2.20 %2.20
EN#NCE# 1 +
1 +
1 +
1 +
EE C ? EE ! ENTRE EE 3 ? EE , 1 1.00 ,0., ,0.,
EN#NCE# 1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
EE ! ? EE E ENTRE EE 3 ? EE , 1 1.00 %.85 %.85
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EN#NCE# 1 +
1 +
1 +
1 +
1 +
1
EE E ? EE F ENTRE EE 3 ? EE , 1 1.00 %1.,2 %1.,2
EN#NCE# 1 +
1 +
EE F ? EE 7 ENTRE EE 3 ? EE , 1 1.00 ,,.0 ,,.0
EN#NCE# 1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
EE 7' ? EE 7 ENTRE EE 1 ? EE 3 1 1.00 88.10 88.10
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EN#NCE# 1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +1 +
1 +
1 +
1 +
TOTL M% - %1.3% TOT
Partida ELEMENTO TECNOPOR
N" !E#CR$PC$ON CNT. ME!$!# TOTL M2& a
01.00.00 OBRAS DE CONCRETO ARMADO
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01.01.00 LO# MC$@
SEGUNDO PISO
EE ? EE ENTRE EE 3 ? EE , 1 1.00 5%.5 5%.5
EN#NCE# 1 +
1 +
1 +
1 +
1 +
1 +
EE ? EE C ENTRE EE 3 ? EE , 1 1.00 50.0 50.0
EN#NCE# 1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
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EE C ? EE ! ENTRE EE 3 ? EE , 1 1.00 5.80 5.80
EN#NCE# 1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +1 +
1 +
1 +
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EE ! ? EE E ENTRE EE 3 ? EE , 1 1.00 %.8 %.8
EN#NCE# 1 +
1 +
1 +
1 +
1
EE E ? EE F ENTRE EE 3 ? EE , 1 1.00 25.58 25.58
EN#NCE# 1 +
1 +
1 +
EE F ? EE 7 ENTRE EE 3 ? EE , 1 1.00 5,.,0 5,.,0
EN#NCE# 1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
EE 7' ? EE 7 ENTRE EE 1 ? EE 3 1 1.00 3.5 3.5
EN#NCE# 1 +
1 +
1 +
1 +
1 +
1 +
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1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
TOTL M% - %81.35 TOT
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Partida ELEMENTO TECNOPOR
N" !E#CR$PC$ON CNT.ME!$!#
TOTL M2& a
01.00.00 OBRAS DE CONCRETO ARMADO
01.01.00 LO# MC$@TERCER PISO PISO
EE ? EE C ENTRE EE 3 ? EE , 1 1.00 2., 2.,
EN#NCE# 1 +
1 +
1 +
EE C ? EE ! ENTRE EE 3 ? EE , 1 1.00 5.2, 5.2,
EN#NCE# 1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +1 +
1 +
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1 +
1 +
EE ! ? EE E ENTRE EE 3 ? EE , 1 1.00 %.0 %.0
EN#NCE# 1 +
1 +
1 +
1 +
1 +
1
EE E ? EE F ENTRE EE 3 ? EE , 1 1.00 28.20 28.20
EN#NCE# 1 +
1 +
1 +
1 +
EE F ? EE 7 ENTRE EE 3 ? EE , 1 1.00 5.35 5.35 EN#NCE# 1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
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1 +
EE 7' ? EE 7 ENTRE EE 1 ? EE 3 1 1.00 5.00 5.00
EN#NCE# 1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +1 +
1 +
1 +
TOTL M% - %2. TOT
Partida ELEMENTO TECNOPOR
N" !E#CR$PC$ON CNT.ME!$!#
TOTL M2
& a01.00.00 OBRAS DE CONCRETO ARMADO
01.01.00 LO# MC$@
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CUARTO PISO
EE ? EE C ENTRE EE 3 ? EE , 1 1.00 %0.,0 %0.,0
EN#NCE# 1 +
1 +
1 +
EE C ? EE ! ENTRE EE 3 ? EE , 1 1.00 ,1.20 ,1.20
EN#NCE# 1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
1 +
EE ! ? EE E ENTRE EE 3 ? EE , 1 1.00 %.0 %.0
EN#NCE# 1 +
1 +
1 +
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1 +
1 +
1
EE E ? EE F ENTRE EE 3 ? EE , 1 1.00 22.30 22.30
EN#NCE# 1 +
1 +
1 +
1 +
1 +
1 +
TOTL M% - 153.10 TOT
Partida ELEMENTO TECNOPOR
N" !E#CR$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
7/17/2019 Metrado_Estructuras_ Mancora
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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
7/17/2019 Metrado_Estructuras_ Mancora
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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 %.%
7/17/2019 Metrado_Estructuras_ Mancora
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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
7/17/2019 Metrado_Estructuras_ Mancora
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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
7/17/2019 Metrado_Estructuras_ Mancora
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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
7/17/2019 Metrado_Estructuras_ Mancora
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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
7/17/2019 Metrado_Estructuras_ Mancora
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LON7$T(! TOTL
1/3 8mm %/8 12mm 1/2 5/8 %/3 1
0.250 0.%5 0.5,0 0.888 0.3 1.552 2.2%5 %.%
1.20
52.80
22.30
8.3,
2,.0
1.10
.%,
,.,0
30.00
1%.5
12.50
15.50
12.50
2.25
18.5
8.5
1%.,533.10
2.5
7/17/2019 Metrado_Estructuras_ Mancora
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12.,0
8.,0
55.80
23.00
,.,0
%8.30
32.30
1.20
2.20
3.03.50
22.05
1.5
1.5
,.%0
3.15
22.55
22.55
8.35
,0.0,
7/17/2019 Metrado_Estructuras_ Mancora
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1.05
1.05
5.20
%.30
10.8010.80
%.00
25.80
5.30
5.85
21.,0
13.85
1.00
3,.00
1.00
15.00
22%., 338.30 52.05 %5.31
125.26 445.71 821.09 883.74
2389.58
LON7$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 %.%
7/17/2019 Metrado_Estructuras_ Mancora
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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
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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
18.58.5
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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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