Metrado de Estructuras3

8/17/2019 Metrado de Estructuras3

1/75

RESUMEN DE METRADO DE ESTRUCTURAS ALTERNA

PROYECT

LUGAR :AV. BALTA

FECHA :OCTUBRE 2011

ITEM DESCRIPCION

01.00.00ESTRUCTURAS

01.02.00TRABAJOS PRELIMINARES

01.02.01 LIMPIEZA DE TERRENO MANUAL EN VIAS01.02.02 TRAZO, NIVELES Y REPLANTEO PRELIMINAR01.02.03 TRAZO DURANTE LA EJECUCION DE LA OBRA

01.03.00MOVIMIENTO DE TIERRAS

01.03.05 EXCAVACION DE ZAPATAS01.03.06 EXCAVACION DE ZANJAS PARA MURO DE CONTENCION01.03.07 EXCAVACION PARA CIMIENTOS CORRIDOS01.03.0 RELLENO Y COMPACTADO DE ZAPATAS CON MATERIAL PROPIO01.03.10 RELLENO Y COMPACTADO DE ZANJAS PARA MURO DE CONTENC01.03.11 RELLENO Y COMPACTADO DE ZANJAS DE CC CON MATERIAL PR01.03.12 NIVELACION INTERIOR Y APISONADO01.03.13 ACARREO MANUAL DE MATERIAL EXCEDENTE D!30 M01.03.1" ELIMINACION DE MATERIAL EXCEDENTE C#VOL$UETE

01.04.00CONCRETO SIMPLE01.0".01 SOLADO EN ZAPATAS CONCRETO %&'!100 ()#'*2 +!10'*01.0".02 SOLADO EN CIMIENTOS CORRIDOS %&'!100 ()#'*2 +!10'*01.0".03 CIMIENTOS CORRIDOS MEZCLA 1:10 CEMENTO-ORMION 30/ PI01.0".0" ENCORADO Y DESENCORADO NORMAL PARA SOBRECIMIENTO01.0".05 CONCRETO 1:25/ PM PARA SOBRECIMIENTOS01.0".06 CONCRETO EN ALSOPISO MEZCLA 1: CEMENTO-ORMION E!

01.05.00CONCRETO ARMADO

01.05.01 ZAPATAS

1.05.01.01 CONCRETO PARA ZAPATAS %&'!210 ()#'*2

1.05.01.02 ENCORADO DE ZAPATAS1.05.01.03 ACERO %!"200 ()#'*2 RADO 60 4 ZAPATAS

01.05.02 COLUMNAS1.05.02.01 ACERO %!"200 ()#'*2 RADO 60 4 COLUMNAS1.05.02.02 ENCORADO Y DESENCORADO NORMAL EN COLUMNAS1.05.02.03 CONCRETO EN COLUMNAS %&'!210 ()#'*2

01.05.03 VIAS1.05.03.01 ACERO %!"200 ()#'*2 RADO 60 4 VIAS1.05.03.02 ENCORADO Y DESENCORADO NORMAL EN VIAS1.05.03.03 CONCRETO EN VIAS %&'!210 ()#'*2

01.05.0" VIAS DE CIMENTACION1.05.0".01 ACERO DE REUERZO RADO 60 &Y!"200 )#'*21.05.0".02 ENCORADO Y DESENCORADO EN VIAS DE CIMENTACION

:MEJORAMIENTO MERCADO CENTRAL, DISTRITO MO$UEUA, PROV. MMO$UEUA.


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PROYECT

LUGAR :AV. BALTA

FECHA :OCTUBRE 2011

ITEM DESCRIPCION


1.05.0".03 CONCRETO &C!210 )#'*2 EN VIAS DE CIMENTACION


3/75


PROYECT

LUGAR :AV. BALTA

FECHA :OCTUBRE 2011

ITEM DESCRIPCION


01.05.05 LOSAS ALIERADAS1.05.05.01 ENCORADO Y DESENCORADO NORMAL EN LOSAS ALIERADAS1.05.05.02 LADRILLO -UECO DE ARCILLA +!15 '* PARA TEC-O ALIERAD1.05.05.03 ACERO %!"200 ()#'*2 RADO 60 4 LOSAS ALIERADAS

1.05.0".0" CONCRETO EN LOSAS ALIERADAS %&'!210 ()#'*2

01.05.06 ESCALERAS

1.05.06.01 ENCORADO Y DESENCORADO NORMAL EN ESCALERAS

1.05.06.02 ACERO %!"200 ()#'*2 RADO 60 4 ESCALERAS1.05.06.03 CONCRETO EN ESCALERAS %&'!210 ()#'*2

01.05.07 MURO DE CONTENCION1.05.07.01 SOLADO DE CONCRETO &C!100 #CM2 E!0.10*1.05.07.02 ZAPATAS : CONCRETO %&'!210 ()#'*21.05.07.03 ZAPATAS : ENCORADO Y DESENCORADO NORMAL1.05.07.0" ZAPATAS : ACERO CORRUADO %!"200 ()#'*21.05.07.05 PANTALLA : CONCRETO %&'!210 ()#'*2

1.05.07.06 PANTALLA : ENCORADO Y DESENCORADO NORMAL1.05.07.07 PANTALLA : ACERO !"200 ()#'*2

01.06.00VARIOS

01.06.03 LIMPIEZA INAL DE OBRA


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IVA I

UND METRADO

*2 E:50*2 E:50*2 E:50

*3 206."2*3 E:50*3 13.3*3 1131.3

*3 0.00*3 0.00*2 "6."*3 55".52*3 E:50

*2 "6."*2 E:50*3 3."*2 .33*3 16.66*2 0.00

*3 1.7"

*2 1".00() 3"05.36

() 102.62*2 623.6*3 127.0

() 17603.07*2 61".7

*3 16.2

() 2"6.6*2 5.67

RISCAL NIETO, RE.


5/75

IVA I

UND METRADO

RISCAL NIETO, RE.

*3 11.73


6/75

IVA I

UND METRADO

RISCAL NIETO, RE.

*2 2170.89 1651.3() 1035.7

*3 1"6.32

*2 116.50

() 0.67*3 17.00

*2 *2*3 6"0.5"*2 162."() E:50*3 0.00*2 0.00() 75"0.57

20.57

*2 E:50


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HOJA DE METRADO ESTRUCTURAS

PROYECTO "MEJORAMIENTO DEL MERCADO CENTRAL DE LA CIUDAD DE MOQUEGUA, PROVINCIA MARISCAL NIETO MOQUEGUA".

Bloque: IIIClie!e MUNICIPALIDAD PROVINCIAL MARISCAL NIETO

Lu#$ MOQUEGUA % MARISCAL NIETO % MOQUEGUA

ITEM DESCRIPCION N° DE ELEM N° DE veces

13.00.00 ESTRUCTURAS

13.01.00 MOVIMIENTO DE TIERRAS

13.01.01 EXCAVACION PARA CIMIENTOS CORRIDOS

SOTANO

CC

EJE B, 23 1.00 1.00

EJE B, 3" 1.00 1.00

EJE C, 3" 1.00 1.00

C&, 23 2.00 1.00

C&, 3" 1.00 1.00

C&, 3" 1.00 1.00

EJE D 23 1.00 1.00

EJE D, 3" 1.00 1.00

EJE D, "5 1.00 1.00

EJE - 23 1.00 1.00

EJE -, 3" 1.00 1.00

EJE I, 23 1.00 1.00

EJE AB, 1" 3.00 1.00

EJE BC, 1" 3.00 1.00

EJE CD, 12 1.00 1.00

1.00 1.00

EJE CD, 1" 2.00 1.00

1.00 1.00

1.00 1.00

1.00 1.00

1.00 1.00

EJE DE , 13 1.00 1.00

1.00 1.00

1.00 1.00

EJE D 1.00 1.00

1.00 1.00

EJE , 1" 2.00 1.00


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Bloque: III

Clie!e MUNICIPALIDAD PROVINCIAL MARISCAL NIETO



EJE -I,1" 2.00 1.00

DD

EJE C, 23 1.00 1.00

EJE C, 3" 1.00 1.00

CIMIENTO DE ESCALERA 1.00 1.00

13.01.02 EXCAVACION DE ZANJAS PARA ZAPATAS

ZAPATA 1 2.00 1.00

ZAPATA 2 13.00 1.00

ZAPATA 3 .00 1.00

ZAPATA " 6.00 1.00

13.01.03 EXCAVACION DE ZANJAS PARA VIAS DE CIMENTACION

1.00

13.01.0" EXCAVACION DE ZANJAS PARA ESCALERA

1.00

13.01.05 NIVELACION INTERIOR Y APISONADO

AREA SOLADO EN ZAPATAS CONCRETO %&'!100 ()#'*2 +!10'* 1.00 1.00

13.01.06 RELLENO COMPACTADO CON MATERIAL PROPIO SELECCIONADO

VOLUMEN DE EXCAVACION DE ZAPATAS 1.00 1.00

VOLUMEN DE CONCRETO PARA ZAPATAS %&'!210 ()#'*2 1.00 1.00

VOLUMEN DE CONCRETO EN COLUMNAS 1.00 1.00

1ER NIVELSOTANO

C1 1.00 ".00

C2 1.00 27.00

2.00

C3 1.00 3.00


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Bloque: III




VOLUMEN EXCAVACION DE ZANJAS PARA MURO DE CONTENCION 1.00 1.00

VOLUMEN ZAPATAS : CONCRETO %&'!210 ()#'*2 1.00 1.00

VOLUMEN PANTALLA : CONCRETO %&'!210 ()#'*2 1.00 1.00

MURO DE CONTENCION BB

1.00 1.00

MURO DE CONTENCION AA

EJE I, 1&6 1.00 1.00

RELLENO Y COMPACTADO DE ZANJAS DE CC CON MATERIAL PROPIO

VOLUMEN EXCAVACION PARA CIMIENTOS CORRIDOS 1.00

1.00 VOLUMEN CIMIENTOS CORRIDOS MEZCLA 1:10 CEMENTO-ORMION 30/ 1.00 1.00

VOLUMEN EN SOBRECIMIENTOS 1.00 1.00

LONTUD TOTAL EN SOBRECIMIENTOS CIMIENTOS CORRIDOS 1.00 1.00

13.01.07 ELIMINACION MAT. CARUIO MANUAL PARA SOBRECIMIENTO

13.02.00 CONCRETO SIMPLE

13.02.01 CIMIENTOS CORRIDOS

13.02.01.01 CONCRETO 1:10 30/ P.. PARA CIMIENTOS CORRIDOS

EJE B, 23 1.00 1.00

EJE B, 3" 1.00 1.00

EJE C, 3" 1.00 1.00

C&, 23 2.00 1.00

C&, 3" 1.00 1.00

C&, 3" 1.001.00

EJE D 23 1.00 1.00

EJE D, 3" 1.00 1.00

EJE D, "5 1.00 1.00

EJE - 23 1.00 1.00

EJE -, 3" 1.00 1.00

EJE I, 23 1.00 1.00


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Bloque: III




EJE AB, 1" 3.00 1.00

EJE BC, 1" 3.00 1.00

EJE CD, 12 1.00 1.00

1.00 1.00

EJE CD, 1" 2.00 1.00

1.00 1.00

1.00 1.00

1.00 1.00

1.00 1.00

EJE DE , 13 1.00 1.00

1.00 1.00

1.00 1.00

EJE D 1.00 1.00

1.00 1.00

EJE , 1" 2.00 1.00

EJE -, 1" 2.00 1.00

EJE -I,1" 2.00 1.00

D-D

EJE C, 23 1.00 1.00

EJE C, 3" 1.00 1.00


13.02.02.01 CONCRETO 1: 25/ PM PARA SOBRECIMIENTOS

SOTANO

DD

EJE C, 23 2.00 1.00

EJE C, 3" 2.00 1.00

13.02.02.02 ENCORADO Y DESENCORADO NORMAL PARA SOBRECIMIENTOS

SOTANO

DD

EJE C, 23 ".00

EJE C, 3" ".00


11/75



Bloque: III




13.02.03.01 SOLADO EN ZAPATAS CONCRETO %&'!100 ()#'*2 +!10'*

ZAPATA 1 2.00 1.00

ZAPATA 2 13.00 1.00

ZAPATA 3 .00 1.00

ZAPATA " 6.00 1.00

SOTANO

CC

EJE B, 23 1.00 1.00

EJE B, 3" 1.00 1.00

EJE C, 3" 1.00 1.00

C&, 23 2.00 1.00

C&, 3" 1.00 1.00

C&, 3" 1.00 1.00

EJE D 23 1.00 1.00

EJE D, 3" 1.00 1.00

EJE D, "5 1.00 1.00

EJE - 23 1.00 1.00

EJE -, 3" 1.00 1.00

EJE I, 23 1.00 1.00

EJE AB, 1" 3.00 1.00

EJE BC, 1" 3.00 1.00

EJE CD, 12 1.00 1.00

1.00 1.00

EJE CD, 1" 2.00 1.00

1.00 1.00

1.00 1.00

1.00 1.00

1.00 1.00

EJE DE , 13 1.00 1.00

1.00 1.00

1.00 1.00

EJE D 1.00 1.00

1.00 1.00

EJE , 1" 2.00 1.00

EJE -, 1" 2.00 1.00


12/75



Bloque: III




DD

EJE C, 23 1.00 1.00

EJE C, 3" 1.00 1.00


SOLADO DE CONCRETO &C!100 #CM2 E!0.10 M.

MURO DE CONTENCION BB

EJE 1, AI 1.00 1.00

MURO DE CONTENCION AA

EJE 1" 1.00 1.00

LON. T


13/75

DIMENSIONES

PARCIAL TOTAL UND AREA LARGO ANCHO ALTO

13.3 !3

3.05 0.60 1.50 2.75

2.0 0.60 1.50 2.61

3.00 0.60 1.50 2.70

5."0 0.60 1.50 .72

".20 0.60 1.50 3.7

2.30 0.60 1.50 2.07

3.05 0.60 1.50 2.75

3.5 0.60 1.50 3."7

2.30 0.60 1.50 2.07

3.05 0.60 1.50 2.75

".13 0.60 1.50 3.72

3.05 0.60 1.50 2.75

2.56 0.60 1.50 6.1

5.20 0.60 1.50 1".0"

".33 0.60 1.50 3.0

".1 0.60 1.50 3.77

5.20 0.60 1.50 .36

3.05 0.60 1.50 2.75

0.0 0.60 1.50 0.1

0.67 0.60 1.50 0.60

0. 0.60 1.50 0.7

5.20 0.60 1.50 ".6

5."7 0.60 1.50 ".2

5.55 0.60 1.50 5.00

5.20 0.60 1.50 ".6

5.20 0.60 1.50 ".6


14/75

DIMENSIONES


".03 0.60 1.50 7.25

3.05 0.60 1.50 2.75

2.0 0.60 1.502.61

2.00 0.50 0.60 0.60

206.42 !3

1.0 1.0 11.66

2.00 2.00 1.0 3.60

2.00 2.50 1.0 72.00

1.0 1.50 1.0 2.16

15.25 !3

15.25

2.40 !3

2."0

46.4 !2

"6." "6."

A-B-C 1"131.#3 !3

206."2 206."2

1.7" 1.7"

6.0 6.0

0.30 0.30 1.00 0.36

0.163 1.00 5.30

0.163 1.00 0.3

0.227 1.00 0.5


15/75

DIMENSIONES


RE; RE;

6"0.5" 6"0.5"

17.65 17.65

13.55 0.25 1.60 5."2

55.5 0.20 1.10 12.23

A-B-C

13.3

3."

0.71

11.0 0.15 0."0

554.52 !3

3.4 !3

3.05 0.60 1.00 1.3

2.0 0.60 1.00 1.7"

3.00 0.60 1.00 1.0

5."0 0.60 1.00 6."

".20 0.60 1.00 2.52

2.30 0.60 1.00 1.3

3.05 0.60 1.00 1.3

3.5 0.60 1.00 2.31

2.30 0.60 1.00 1.3

3.05 0.60 1.00 1.3

".13 0.60 1.00 2."

3 05 0 60 1 00


16/75

DIMENSIONES


2.56 0.60 1.00 ".61

5.20 0.60 1.00 .36

".33 0.60 1.00 2.60

".1 0.60 1.00 2.51

5.20 0.60 1.00 6.2" 3.05 0.60 1.00 1.3

0.0 0.60 1.00 0.5"

0.67 0.60 1.00 0."0

0. 0.60 1.00 0.53

5.20 0.60 1.00 3.12

5."7 0.60 1.00 3.2

5.55 0.60 1.00 3.33

5.20 0.60 1.00 3.12

5.20 0.60 1.00 3.12

5.20 0.60 1.00 6.2"

5.20 0.60 1.00 6.2"

".03 0.60 1.00 "."

3.05 0.60 1.00 1.3

2.0 0.60 1.00 1.7"

2.00 0.50 0.60 0.60

#.33 !3

3.05 0.70 ".27

2.0 0.70 ".06

16.66 !2

3.05 0.70 .5"

2.0 0.70 .12


17/75

DIMENSIONES


46.4 !2

1.0 1.0 6."

2.00 2.00 52.00

2.00 2.50 "0.00

1.0 1.50 16.20

3.05 0.60 1.3

2.0 0.60 1.7"

3.00 0.60 1.0

5."0 0.60 6."

".20 0.60 2.52

2.30 0.60 1.3

3.05 0.60 1.3

3.5 0.60 2.31

2.30 0.60 1.3

3.05 0.60 1.3

".13 0.60 2."

3.05 0.60 1.3

2.56 0.60 ".61

5.20 0.60 .36

".33 0.60 2.60

".1 0.60 2.51

5.20 0.60 6.2"

3.05 0.60 1.3

0.0 0.60 0.5"

0.67 0.60 0."0

0. 0.60 0.53

5.20 0.60 3.12

5."7 0.60 3.2

5.55 0.60 3.33

5.20 0.60 3.12

5.20 0.60 3.12

5.20 0.60 6.2"


18/75

DIMENSIONES


3.05 0.60 1.3

2.0 0.60 1.7"

2.00 0.50 1.00

!2

55.5 3.50 1".53

13.55 ".0 66."0

TAL DEL MURO 6.13


19/75

HOJA DE METRADO ESTRUCTURA


Bloque: III



ITEM DESCRIPCION AREA

13.03.00 CONCRETO ARMADO

13.03.01.01 ZAPATAS

&'.('.(&.(& CONCRETO PARA )APATAS *+-&( /01

)APATA & .(( &.((

)APATA &'.(( &.((

)APATA ' 2.(( &.((

)APATA 3 4.(( &.((

&'.('.(&.( ENCO5RADO DE )APATAS

)APATA & .(( .((

)APATA &'.(( .((

)APATA ' 2.(( .((

)APATA 3 4.(( .((

)APATA & .(( .((

)APATA &'.(( .((

)APATA ' 2.(( .((

)APATA 3 4.(( .((

&'.('.(&.(' ACERO *6-3(( /01 GRADO 4( e )APATAS

VER 7OJA DE METRADOS DE ACERO EN )APATAS &.(( &.(( ',3(8.'4

13.03.02 VIGAS DE CIMENTACION

&'.('.(.(& CONCRETO 5+C-&( 901 EN VIGAS DE CIMENTACION

EJE I %' & &

EJE I '%3 & &

EJE 7 %' & &

EJE 7 , '%3 & &

C

N$ DEELEM

N$ DE%&'&(


20/75



Bloque: III




N$ DEELEM

N$ DE%&'&(

EJE B, %3 & &

&'.('.(.( ENCO5RADO Y DESENCO5RADO EN VIGAS DE CIMENTACION

EJE I %' &

EJE I '%3 &

EJE 7 %' &

EJE 7 , '%3 &

EJE 8, C%E &

EJE B, %3 &

&'.('.(.(' ACERO DE RE5UER)O GRADO 4( 5+Y-3(( 901

& & 234.24

13.03.03 COLUMNAS

&'.('.('.(& CONCRETO EN COLUMNAS *+-&( /01

&ER NIVEL%SOTANO

C& &.(( 3.((

C &.(( .(( (.(

.(( (.(

C' &.(( '.(( (.2

DO NIVEL

C& &.(( '.((

C &.(( (.(( (.8(

C' &.(( '.(( (.;

'ER NIVEL

C& &.(( '.((

C &.(( (.(( (.8(

C' &.(( '.(( (.;

&'.('.('.( ENCO5RADO Y DESENCO5RADO NORMAL EN COLUMNAS


21/75



Bloque: III




N$ DEELEM

N$ DE%&'&(

&ER NIVEL%SOTANO PERIMETRO

C& &.(( 3.(( &.(

C &.(( .(( &.8

.(( &.8

C' &.(( '.(( &.2;

DO NIVEL

C& &.(( '.(( &.(

C &.(( (.(( &.8

C' &.(( '.(( &.2;

'ER NIVEL

C& &.(( '.(( &.(

C &.(( (.(( &.8

C' &.(( '.(( &.2;

&'.('.('.(' ACERO *6-3(( /01 GRADO 4( e COLUMNAS

VER 7OJA DE METRADOS DE ACERO EN COLUMNA &.(( &.(( &(22.4

13.03.04 VIGAS

&'.('.(3.(& CONCRETO EN VIGAS *+-&( /01

1ER NIVEL

VA1

EJE &, A%B &.((

EJE &, B%C &.((

EJE &, C%D &.((

EJE &, D%E &.((

EJE &, E%5 &.((

EJE &, 5%G &.((

& ((


22/75



Bloque: III




N$ DEELEM

N$ DE%&'&(

EJE &, 7%I &.((

EJE 7%G &.((

EJE G%7 &.((

EJE G%7 i#o#l? &.((

EJE E%5 i#o#l? &.((

EJE C%D &.((

EJE e!$e C%D, &%%' &.((

EJE e!$e %', C%D &.((

VA2

EJE e!$e %' , C%D &.((

VP1

EJE B, %' &.((

EJE B, '%3 &.((

EJE C, &% &.((

EJE e!$e C, %' &.((

EJE C, '%3 &.((

EJE e!$e C%D &.((

EJE D, &% &.((

EJE D, %' &.((

EJE D, '%3 &.((

EJE D &.((

EJE E, &% &.((

EJE E, %' &.((

EJE E, '%3 &.((

EJE E &.((

EJE 5, &% &.((

EJE 5, %' &.((

EJE 5, '%3 &.((

EJE 5 &.((

EJE e!$e E%5 &.((

EJE G, &% &.((


23/75



Bloque: III




N$ DEELEM

N$ DE%&'&(

EJE G, '%3 &.((

EJE G &.((

EJE 7, &% &.((

EJE 7, %' &.((

EJE 7, '%3 &.((

EJE I, &% &.((

EJE I, %' &.((

EJE I, '%3 &.((

VP2

EJE , A%B &.((

EJE , B%C &.((

EJE , C%D &.((

EJE , D%E &.((

EJE , E%5 &.((

EJE , 5%G &.((

EJE , G%7 &.((

EJE , 7%I &.((

EJE ', A%B &.((

EJE ', B%C &.((

EJE ', C%D &.((

EJE ', D%E &.((

EJE ', E%5 &.((

EJE ', 5%G &.((

EJE ', G%7 &.((

EJE ', 7%I &.((

EJE 3, A%B &.((

EJE 3, B%C &.((

EJE 3, C%D &.((

EJE 3, D%E &.((

EJE 3, E%5 &.((

EJE 3, 5%G &.((

EJE 3, G%7 &.((

EJE 3, 7%I &.((


24/75



Bloque: III




N$ DEELEM

N$ DE%&'&(

EJE 3, 7%I i#o#l ? &.((

EJE e!$e C%D &.((

EJE D%E &.((

EJE e!$e E%5 &.((

VS1

EJE A, &% &.((

EJE A, %' &.((

EJE A, '%3 &.((

2DO NIVEL

VA1

EJE &, A%B &.((

EJE &, B%C &.((

EJE &, C%D &.((

EJE &, D%E &.((

EJE &, E%5 &.((

EJE &, 5%G &.((

EJE &, G%7 &.((

EJE &, 7%I &.((

EJE e!$e %' 6 C%D &.((

EJE e!$e C%D &.((

VA2

EJE e!$e C%D 6 %' &.((

VP1

EJE B, &% &.((

EJE B, %' &.((

EJE B, '%3 &.((

& ((


25/75



Bloque: III




N$ DEELEM

N$ DE%&'&(

EJE C, &% &.((

EJE C, %' &.((

EJE C, '%3 &.((

EJE C &.((

EJE D, &% &.((

EJE D, %' &.((

EJE D, '%3 &.((

EJE E, &% &.((

EJE E, %' &.((

EJE E, '%3 &.((

EJE 5, &% &.((

EJE 5, %' &.((

EJE 5, '%3 &.((

EJE G, &% &.((

EJE G, %' &.((

EJE G, '%3 &.((

EJE 7, &% &.((

EJE 7, %' &.((

EJE 7, '%3 &.((

EJE I, &% &.((

EJE I, %' &.((

VP2

EJE , A%B

EJE , B%C

EJE , C%D

EJE , D%E

EJE , E%5

EJE , 5%G

EJE , G%7

EJE , 7%I

EJE ', A%B

EJE ', B%C

EJE ', C%D


26/75






N$ DEELEM

N$ DE%&'&(

EJE ', E%5

EJE ', 5%G

EJE ', G%7

EJE ', 7%I

EJE 3, A%B

EJE 3, B%C

EJE 3, e!$e C%D

EJE e!$e '%3, C%D

EJE e!$e '%3, D%E

EJE e!$e '%3, E%5

EJE e!$e '%3, 5%G

EJE e!$e '%3, G%7

EJE e!$e '%3, 7%I

VS1

EJE A, &%

EJE A, %'

EJE A, '%3

3ER NIVEL

VA1

EJE &, A%B

EJE &, B%C

EJE &, C%D

EJE &, D%E

EJE &, E%5

EJE &, 5%G

EJE &, 7%I

EJE e!$e C%D 6 %'

VA2

EJE e!$e %' 6 C%D


27/75






N$ DEELEM

N$ DE%&'&(

VP1

EJE B, &%

EJE B, %'

EJE B, '%3

EJE C, &%

EJE C, %'

EJE C, '%3

EJE D, &%

EJE D, %'

EJE D, '%3

EJE E, &%

EJE E, %'

EJE E, '%3

EJE 5, &%

EJE 5, %'

EJE 5, '%3

EJE G, &%

EJE G, %'

EJE G, '%3

EJE 7, &%

EJE 7, %'

EJE 7, '%3

EJE I, &%

EJE I, %'

VP2

EJE , A%B

EJE , B%C

EJE , C%D

EJE , D%E

EJE , E%5

EJE , 5%G

EJE , G%7


28/75



Bloque: III




N$ DEELEM

N$ DE%&'&(

EJE , 7%I

EJE ', A%B

EJE ', B%C

EJE ', C%D

EJE ', D%E

EJE ', E%5

EJE ', G%7

EJE ', 7%I

EJE 3, A%B

EJE 3, B%C

EJE 3, C%D

EJE e!$e '%3, C%D

EJE e!$e '%3, D%E

EJE e!$e '%3 , E%5

EJE e!$e '%3, G%7

EJE e!$e '%3, 7%I < @e$!i#l ?

EJE e!$e '%3, 7%I < >i#o#l ?

VS1

EJE A, &%

EJE A, %'

EJE A, '%3

&'.('.(3.( ENCO5RADO Y DESENCO5RADO NORMAL EN VIGAS

1ER NIVEL

VP1

EJE B, %' .((

EJE B, '%3 .((

EJE C, &% .((

EJE e!$e C, %' .((

EJE C, '%3 .((

EJE e!$e C%D .((

EJE D, &% .((


29/75



Bloque: III




N$ DEELEM

N$ DE%&'&(

EJE D, %' .((

EJE D, '%3 .((

EJE D .((

EJE E, &% .((

EJE E, %' .((

EJE E, '%3 .((

EJE E .((

EJE 5, &% .((

EJE 5, %' .((

EJE 5, '%3 .((

EJE 5

.((

EJE e!$e E%5 .((

EJE G, &% .((

EJE G, %' .((

EJE G, '%3 .((

EJE G .((

EJE 7, &% .((

EJE 7, %' .((

EJE 7, '%3 .((

EJE I, &% .((

EJE I, %' .((

EJE I, '%3 .((

VP2

EJE , A%B .((

EJE , B%C .((

EJE , C%D .((

EJE , D%E .((

EJE , E%5 .((

EJE , 5%G .((

EJE , G%7 .((

EJE , 7%I .((

EJE ', A%B .((

EJE ', B%C .((


30/75



Bloque: III




N$ DEELEM

N$ DE%&'&(

EJE ', D%E .((

EJE ', E%5

.((

EJE ', 5%G .((

EJE ', G%7 .((

EJE ', 7%I .((

EJE 3, A%B .((

EJE 3, B%C .((

EJE 3, C%D .((

EJE 3, D%E .((

EJE 3, E%5 .((

EJE 3, 5%G .((

EJE 3, G%7 .((

EJE 3, 7%I .((

EJE 3, 7%I i#o#l &? .((

EJE 3, 7%I i#o#l ? .((

EJE e!$e C%D .((

EJE D%E .((

EJE e!$e E%5 .((

VS1

EJE A, &% .((

EJE A, %' .((

EJE A, '%3 .((

2DO NIVEL

VP1

EJE B, &% .((

EJE B, %' .((

EJE B, '%3 .((

EJE B .((

EJE C, &% .((


31/75



Bloque: III




N$ DEELEM

N$ DE%&'&(

EJE C, '%3 .((

EJE C .((

EJE D, &% .((

EJE D, %' .((

EJE D, '%3 .((

EJE E, &% .((

EJE E, %' .((

EJE E, '%3 .((

EJE 5, &% .((

EJE 5, %' .((

EJE 5, '%3

.((

EJE G, &% .((

EJE G, %' .((

EJE G, '%3 .((

EJE 7, &% .((

EJE 7, %' .((

EJE 7, '%3 .((

EJE I, &% .((

EJE I, %' .((

VP2

EJE , A%B .((

EJE , B%C .((

EJE , C%D .((

EJE , D%E .((

EJE , E%5 .((

EJE , 5%G .((

EJE , G%7 .((

EJE , 7%I .((

EJE ', A%B .((

EJE ', B%C .((

EJE ', C%D .((

EJE ', D%E .((

EJE ', E%5 .((


32/75



Bloque: III




N$ DEELEM

N$ DE%&'&(

EJE ', G%7 .((

EJE ', 7%I

.((

EJE 3, A%B .((

EJE 3, B%C .((

EJE 3, e!$e C%D .((

EJE e!$e '%3, C%D .((

EJE e!$e '%3, D%E .((

EJE e!$e '%3, E%5 .((

EJE e!$e '%3, 5%G .((

EJE e!$e '%3, G%7 .((

EJE e!$e '%3, 7%I .((

VS1

EJE A, &% .((

EJE A, %' .((

EJE A, '%3 .((

3ER NIVEL

VP1

EJE B, &% .((

EJE B, %' .((

EJE B, '%3 .((

EJE C, &% .((

EJE C, %' .((

EJE C, '%3 .((

EJE D, &% .((

EJE D, %' .((

EJE D, '%3 .((

EJE E, &% .((

EJE E, %' .((

EJE E, '%3 .((

EJE 5, &% .((


33/75



Bloque: III




N$ DEELEM

N$ DE%&'&(

EJE 5, '%3 .((

EJE G, &% .((

EJE G, %' .((

EJE G, '%3 .((

EJE 7, &% .((

EJE 7, %' .((

EJE 7, '%3 .((

EJE I, &% .((

EJE I, %' .((

VP2

EJE , A%B .((

EJE , B%C .((

EJE , C%D .((

EJE , D%E .((

EJE , E%5 .((

EJE , 5%G .((

EJE , G%7 .((

EJE , 7%I .((

EJE ', A%B .((

EJE ', B%C .((

EJE ', C%D .((

EJE ', D%E .((

EJE ', E%5 .((

EJE ', G%7 .((

EJE ', 7%I .((

EJE 3, A%B .((

EJE 3, B%C

.((

EJE 3, C%D .((

EJE e!$e '%3, C%D .((

EJE e!$e '%3, D%E .((

EJE e!$e '%3 , E%5 .((

EJE e!$e '%3, G%7 .((

EJE e!$e '%3, 7%I < @e$!i#l ? .((


34/75



Bloque: III




N$ DEELEM

N$ DE%&'&(

VS%&

EJE A, &% .((

EJE A, %' .((

EJE A, '%3 .((

&'.('.(3.(' ACERO *6-3(( /01 GRADO 4( e VIGAS

VER 7OJA DE METRADO DE AC &.(( &.((

13.03.0! LOSAS ALIGERADAS

&'.('.(8.(& CONCRETO EN LOSAS ALIGERADAS *+-&( /01

&.(( (.&( &2.';

&.(( (.&( 33.3

&.(( (.&( 332.8&

&.(( (.&( '.(3

&'.('.(8.( ENCO5RADO Y DESENCO5RADO NORMAL EN LOSAS ALIGERADAS

&ER NIVEL%SOTANO &.(( &.(( 2'4.48

DO NIEVEL &.(( &.(( 4&.24

'ER NIVEL &.(( &.(( 4&.24

PERIMETRO

&ER NIVEL%SOTANO &.(( &.((

DO NIEVEL &.(( &.((

'ER NIVEL &.(( &.((

&'.('.(8.(' LADRILLO 7UECO DE ARCILLA -&8 1 PARA TEC7O ALIGERADO

&ER NIVEL%SOTANO &.(( ;.(( 2'4.48

DO NIEVEL &.(( ;.(( 4&.24

'ER NIVEL &.(( ;.(( 4&.24

( '2


35/75



Bloque: III




N$ DEELEM

N$ DE%&'&(

VER 7OJA DE METRADO DE AC&.(( &.((

13.03.0" ESCALERAS

&'.('.(4.(& CONCRETO EN ESCALERAS *+-&8 /01

ESCALERA TIPO I &.(( &.(( '.';

ESCALERA TIPO II .(( &.(( .88

&'.('.(4.( ENCO5RADO Y DESENCO5RADO NORMAL EN ESCALERAS

ESCALERA TIPO I

&.(( '.((

&.(( &.((

&.(( &.(( '(.&

ESCALERA TIPO II .(( 8.((

.(( &.((

.(( &.(( '.83

&'.('.(4.(' ACERO *6-3(( /01 GRADO 4( e ESCALERAS

VER 7OJA DE METRADOS DE ACERO EN ESCALER &.(( &.(( 22(.4

&'.('.( MURO DE CONTENCION

&'.('.(.(& CONCRETO 5-&(901 PARA MUROS DE CONTENCION

MURO DE CONTENCION CON CONTRA5UERTE B%B

EJE &, A%I &.(( &.((

DENTELLON &.(( &.((

DENTELLON%EN CONTRA5UERTE &.(( &.((

CONTRA5UERTE &.(( &.(( 4.3


36/75



Bloque: III




N$ DEELEM

N$ DE%&'&(

EJE &%3 &.(( &.((

DENTELLON

DENTELLON%EN CONTRA5UERTE

CONTRA5UERTE &.43

PANTALLA : CONCRETO *+-&( /01


EJE &, A%I &.(( &.((

CONTRA5UERTE &.(( &2.(( 4.3

MURO DE CONTENCION EN CONTRA5UERTE A%A

EJE &%3 &.(( &.((

CONTRA5UERTE 4.(( &.43

(&.(8.(.(3 ENCO5RADO Y DESENCO5RADO DE MURO DE CONTENCION


EJE &, A%I &.(( .((

DENTELLON &.(( .((

DENTELLON%EN CONTRA5UERTE &.(( .((

MURO DE CONTENCION EN CONTRA5UERTE A%A

EJE &%3 &.(( .((

DENTELLON .((

DENTELLON%EN CONTRA5UERTE .((

PANTALLA : ENCO5RADO Y DESENCO5RADO NORMAL


EJE &, A%I &.(( .((

CONTRA5UERTE &.(( .(( 4.3

MURO DE CONTENCION EN CONTRA5UERTE B%B


37/75



Bloque: III




N$ DEELEM

N$ DE%&'&(

CONTRA5UERTE .(( &.43

(&.(8.(.&( ACERO ESTRUCTURAL TRABAJADO PARA MUROS

VER 7OJA DE METRADOS DE ACERO EN PANTALLA &.(( &.((


38/75

DIMENSIONES

TOTAL UND LARGO ANCHO ALTO PARCIAL

#1.$4 %3

&.2( (.2( 8.&2

.(( (.2( 3&.4(

.(( .8( (.2( '.((

&.2( &.8( (.2( &.;4

1&4.00 %2

&.2( (.2( 8.4

.(( (.2( 3&.4(

.(( (.2( 8.4(

&.2( (.2( &.2

&.2( (.2( 8.4

.(( (.2( 3&.4(

.8( (.2( '.((

&.8( (.2( &3.3(

3'40!.3" ()

',3(8.'4

11.$34& %3

8.48 (.3 (. &.82

.4 (.3 (. (.4'

8.48 (.3 (. &.82

8 ;8 ( 3 ( & 4


39/75

DIMENSIONES


;. (.3 (. .82

!&."$ %2

8.48 (. .;&

.4 (. '.&4

8.48 (. .;&

8.;8 (. 2.''

&'. (. &2.32

;. (. &.22

2'&4".&" ()

,234.24

12$.&0 %3

(.'( 4.4 .3'

4.4 '8.2'

4.4 .48

4.4 8.'

(.'( '.( (.24

'.( '.&

'.( .83

(.'( '.( (.24

'.( '.&

'.( .83


40/75

DIMENSIONES


4.4 '.38

4.4 24.(

.(( 4.2

4.4 '2.'

'.( &&.8

'.( &((.8'

'.( &2.&(

'.( &&.8

'.( &((.8'

'.( &2.&(

10'2&&."2 ()

&(,22.4

1"&.2# %3

8.(4 (.'( (.8 (.'2

. (.'( (.8 (.83

. (.'( (.8 (.83

. (.'( (.8 (.83

. (.'( (.8 (.83

( '( ( 8 ( 83


41/75

DIMENSIONES


. (.'( (.8 (.83

. (.'( (.8 (.83

.(' (.'( (.8 (.8'

.(4 (.'( (.8 (.&8

3.( (.'( (.8 (.'&

3.88 (.'( (.8 (.'3

8.;8 (.'( (.8 (.38

4.'8 (.'( (.8 (.32

4.48 (.'( (.8( (.8(

8. (.'( (.4(( &.('

8. (.'( (.4(( &.('

(.;8 (.'( (.4(( (.&

8.& (.'( (.4(( (.;

8. (.'( (.4(( &.('

3.88 (.'( (.4(( (.2

(.;8 (.'( (.4(( (.&

8. (.'( (.4(( &.('

8. (.'( (.4(( &.('

8.& (.'( (.4(( (.;

(.;8 (.'( (.4(( (.&

8. (.'( (.4(( &.('

8. (.'( (.4(( &.('

8.& (.'( (.4(( (.;

(.;8 (.'( (.4(( (.&

8. (.'( (.4(( &.('

8. (.'( (.4(( &.('

&.3 (.'( (.4(( (.4

8.'; (.'( (.4(( (.;


42/75

DIMENSIONES


8. (.'( (.4(( &.('

(.' (.'( (.4(( (.(

(.;8 (.'( (.4(( (.&

8. (.'( (.4(( &.('

4.2 (.'( (.4(( &.

(.;8 (.'( (.4(( (.&

8. (.'( (.4(( &.('

.&& (.'( (.4(( (.'2

3.;& (.'( (.( &.('

4.; (.'( (.( &.38

&.2 (.'( (.( (.'2

4.; (.'( (.( &.38

4.; (.'( (.( &.38

4.; (.'( (.( &.38

4.; (.'( (.( &.38

4.82 (.'( (.( &.'2

3.;& (.'( (.( &.('

4.; (.'( (.( &.38

4.'8 (.'( (.( &.''

4.; (.'( (.( &.38

4.; (.'( (.( &.38

4.; (.'( (.( &.38

4.; (.'( (.( &.38

4.82 (.'( (.( &.'2

3.;& (.'( (.( &.('

4.; (.'( (.( &.38

4.' (.'( (.( &.'

4.; (.'( (.( &.38

4.; (.'( (.( &.38

4.; (.'( (.( &.38

4.2 (.'( (.( &.3


43/75

DIMENSIONES


8.; (.'( (.( &.8

'.'8 (.'( (.( (.(

4.; (.'( (.( &.38

.22 (.'( (.( (.4(

(.;8 (.'( (.'(( (.(;

8. (.'( (.'(( (.8&

8. (.'( (.'(( (.8&

8.(4 (.'( (.8( (.'2

4.; (.'( (.8( (.8

4.'8 (.'( (.8( (.32

4.; (.'( (.8( (.8

4.; (.'( (.8( (.8

4.; (.'( (.8( (.8

4.; (.'( (.8( (.8

4.82 (.'( (.8( (.3;

&. (.'( (.8( (.;8

3.2 (.'( (.8( (.'4

3.88 (.'( (.8( (.'3

(.;8 (.'( (.4(( (.&

8. (.'( (.4(( &.('


44/75

DIMENSIONES


(.;8 (.'( (.4(( (.&

8.(8 (.'( (.4(( (.;&

8. (.'( (.4(( &.('

(.&8 (.'( (.4(( (.('

(.;8 (.'( (.4(( (.&

8. (.'( (.4(( &.('

.88 (.'( (.4(( (.34

(.;8 (.'( (.4(( (.&

8. (.'( (.4(( &.('

.88 (.'( (.4(( (.34

(.;8 (.'( (.4(( (.&

8. (.'( (.4(( &.('

.88 (.'( (.4(( (.34

(.;8 (.'( (.4(( (.&

8. (.'( (.4(( &.('

.88 (.'( (.4(( (.34

(.;8 (.'( (.4(( (.&

8. (.'( (.4(( &.('

.88 (.'( (.4(( (.34

(.;8 (.'( (.4(( (.&

8. (.'( (.4(( &.('

3.;& (.'( (.(( &.('

4.; (.'( (.(( &.38

&.2 (.'( (.(( (.'2

4.; (.'( (.(( &.38

4.; (.'( (.(( &.38

4.; (.'( (.(( &.38

4.; (.'( (.(( &.38

4.82 (.'( (.(( &.'2

3.;& (.'( (.(( &.('

4.; (.'( (.(( &.38


45/75


46/75

DIMENSIONES


(.;8 (.'( (.4(( (.&

8. (.'( (.4(( &.('

8.28 (.'( (.4(( &.(8

(.;8 (.'( (.4(( (.&

8.3 (.'( (.4(( (.;

8.28 (.'( (.4(( &.(8

(.;8 (.'( (.4(( (.&

8. (.'( (.4(( &.('

&.2& (.'( (.4(( (.''

(.;8 (.'( (.4(( (.&

8. (.'( (.4(( &.('

&.2& (.'( (.4(( (.''

(.;8 (.'( (.4(( (.&

8. (.'( (.4(( &.('

&.2& (.'( (.4(( (.''

(.;8 (.'( (.4(( (.&

8. (.'( (.4(( &.('

&.2& (.'( (.4(( (.''

(.;8 (.'( (.4(( (.&

8. (.'( (.4(( &.('

(.2& (.'( (.4(( (.&8

(.;8 (.'( (.4(( (.&

8. (.'( (.4(( &.('

3.;& (.'( (.(( &.('

4.; (.'( (.(( &.38

&.2 (.'( (.(( (.'2

4.; (.'( (.(( &.38

4.; (.'( (.(( &.38


47/75

DIMENSIONES


4.82 (.'( (.(( &.'2

3.;& (.'( (.(( &.('

4.; (.'( (.(( &.38

4.; (.'( (.(( &.38

4.; (.'( (.(( &.38

4.; (.'( (.(( &.38

4.; (.'( (.(( &.38

4.82 (.'( (.(( &.'2

3.;& (.'( (.(( &.('

4.; (.'( (.(( &.38

.28 (.'( (.(( (.4(

4.; (.'( (.(( &.38

4.; (.'( (.(( &.38

4.; (.'( (.(( &.38

4.; (.'( (.(( &.38

'.3 (.'( (.(( (.42

'.38 (.'( (.(( (.

&.8 (.'( (.'(( (.&&

8. (.'( (.'(( (.8&

8.28 (.'( (.'(( (.8'

"14.$& %2

8. (.'8( '.;;

8. (.'8( '.;;

(.;8 (.'8( (.4

8.& (.'8( '.8

8. (.'8( '.;;


48/75

DIMENSIONES


8. (.'8( '.;;

8. (.'8( '.;;

8.& (.'8( '.8

(.;8 (.'8( (.4

8. (.'8( '.;;

8. (.'8( '.;;

8.& (.'8( '.8

(.;8 (.'8( (.4

8. (.'8( '.;;

8. (.'8( '.;;

&.3 (.'8( &.('

8.'; (.'8( '.

(.;8 (.'8( (.4

8. (.'8( '.;;

8. (.'8( '.;;

(.' (.'8( (.4

(.;8 (.'8( (.4

8. (.'8( '.;;

4.2 (.'8( 3.4

(.;8 (.'8( (.4

8. (.'8( '.;;

.&& (.'8( &.32

3.;& (.38 3.3

4.; (.38 4.&

&.2 (.38 &.4

4.; (.38 4.&

4.; (.38 4.&

4.; (.38 4.&

4.; (.38 4.&

4.82 (.38 8.;

3.;& (.38 3.3


49/75

DIMENSIONES


4.; (.38 4.&

4.; (.38 4.&

4.; (.38 4.&

4.; (.38 4.&

4.82 (.38 8.;

3.;& (.38 3.3

4.; (.38 4.&

4.' (.38 8.4

4.; (.38 4.&

4.; (.38 4.&

4.; (.38 4.&

4.2 (.38 4.&(

4.82 (.38 8.;

.(; (.38 &.22

8.; (.38 8.'

'.'8 (.38 '.(

4.; (.38 4.&

.22 (.38 .8;

(.;8 (.(8( (.&(

8. (.(8( (.8

8. (.(8( (.8

(.;8 (.'8( (.4

8. (.'8( '.;;

8. (.'8( '.;;

(.&8 (.'8( (.&&


50/75


51/75

DIMENSIONES


4.; (.38( 4.&

4.82 (.38( 8.;

3.;& (.38( 3.3

4.; (.38( 4.&

.28 (.38( .8

4.; (.38( 4.&

4.; (.38( 4.&

4.; (.38( 4.&

4.; (.38( 4.&

.42 (.38( 4.;&

3.23 (.38( 3.'4

&.8 (.(8( (.&'

8. (.(8( (.8

8.28 (.(8( (.8;

(.;8 (.'8( (.4

8. (.'8( '.;;

8.28 (.'8( 3.&(

(.;8 (.'8( (.4

8.3 (.'8( '.2

8.28 (.'8( 3.&(

(.;8 (.'8( (.4

8. (.'8( '.;;

&.2& (.'8( &.

(.;8 (.'8( (.4

8. (.'8( '.;;

&.2& (.'8( &.


52/75

DIMENSIONES


&.2& (.'8( &.

(.;8 (.'8( (.4

8. (.'8( '.;;

&.2& (.'8( &.

(.;8 (.'8( (.4

8. (.'8( '.;;

(.2& (.'8( (.8

(.;8 (.'8( (.4

8. (.'8( '.;;

3.;& (.38( 3.3

4.; (.38( 4.&

&.2 (.38( &.4

4.; (.38( 4.&

4.; (.38( 4.&

4.; (.38( 4.&

4.; (.38( 4.&

4.82 (.38( 8.;

3.;& (.38( 3.3

4.; (.38( 4.&

4.; (.38( 4.&

4.; (.38( 4.&

4.; (.38( 4.&

4.; (.38( 4.&

4.82 (.38( 8.;

3.;& (.38( 3.3

4.; (.38( 4.&

.28 (.38( .8

4.; (.38( 4.&

4.; (.38( 4.&

4.; (.38( 4.&

4.; (.38( 4.&


53/75

DIMENSIONES


&.8 (.(8( (.&'

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P 57

PLANILLA DE METRADO DE C

PROYECTO:MEJORAMIENTO DE PISTAS Y VEREDAS EN LA AV. MARIANO LINO UR$UIETA DEL C

LUGAR :AV. BALTA

FECHA :OCTUBRE 2011

ITEM DESCRIPCION

MUNICIPALIDADPROVINCIAL

MCAL NIETOMOQUEGUA


58/75

P 5



LUGAR :AV. BALTA

FECHA :OCTUBRE 2011

ITEM DESCRIPCION


MCAL NIETOMOQUEGUA


59/75

P 5



LUGAR :AV. BALTA

FECHA :OCTUBRE 2011

ITEM DESCRIPCION


MCAL NIETOMOQUEGUA


60/75

P 60



LUGAR :AV. BALTA

FECHA :OCTUBRE 2011

ITEM DESCRIPCION


MCAL NIETOMOQUEGUA

01.06.00VARIOS


61/75

P 61



LUGAR :AV. BALTA

FECHA :OCTUBRE 2011

ITEM DESCRIPCION


MCAL NIETOMOQUEGUA

01.06.02 LIMPIE)A FINAL DE OBRA


62/75

P 62

ONSTRUCCION DEL CENTRO DE SALUD -ALTERNATIVA I

NTRO POBLADO DE SAN ANTONIO, DISTRITO MO$UEUA, PROVINCIA MARISCAL NIETO MO$UEUA

UND DIMENSIONES

AREA LARGO ANCHO ALTON$ DEELEM

N$ DE%&'&(

MUNICIPALIDADSub Gere


63/75

P 63



UND DIMENSIONES


N$ DE%&'&(



64/75

P 6"



UND DIMENSIONES


N$ DE%&'&(



65/75

P 65



UND DIMENSIONES


N$ DE%&'&(



66/75

P 66



UND DIMENSIONES


N$ DE%&'&(


!2

1.00 1.00 E:50


67/75

P 67

TOTALPARCIAL

PROVINCIAL DE MO*UEGUA ncia de Formulacion de Proyectos


68/75

P 6

TOTALPARCIAL



69/75

P 6

TOTALPARCIAL



70/75

P 70

TOTALPARCIAL



71/75

P 71

TOTALPARCIAL


E++,50

E:50


72/75

5.32

1.6

5.16

6.76


73/75


74/75


75/75

1.1

Metrado de Estructuras3

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Transcript of Metrado de Estructuras3