Metrados Estructuras Vivienda de Los Hermanos 14 de Diciembre 10 30

8/15/2019 Metrados Estructuras Vivienda de Los Hermanos 14 de Diciembre 10 30

1/790

HOJA DE MET

Proyecto: NUEVA SEDE COLEGIMETRADOS ESTRUCTURAS

FECHA: 6 !" #"!"

DEPARTAMENTO : CUSCO DISTRITO :

PROVINCIA : CUSCO SECTOR:

ELABORACION:

01.00.00 OBRAS PROVISIONALES 01.01.00 CONSTRUCCIONES PROVISIONALES 01.01.01 OFICINAS

01.01.02 ALMACENES

01.01.03 CASETAS DE GUARDIANIA

01.01.04 SERVICIOS HIGIENICOS

01.01.05 CERCOS

01.01.06 CARTELES

01.02.00 INSTALACIONES PROVISIONALES 01.02.01 AGUA PARA LA CONSTRUCCION

01.02.02 DESAGUE PARA LA CONSTRUCCION

01.02.03 ENERGIA ELECTRICA PROVISIONAL

02.00.00 TRABAJOS PRELIMINARES 02.01.00 LIMPIEZA DE TERRENO


2/790


3/790

ADOS

O SAN JOSE DE LA SALLE CUSCO- BLOQUE VIVIENDA DE LOS HERMANOS

SAN SEBASTIAN

MOLLERA$ TANCARPATA

ELABORADO PARA:

GBL 1.00 N% Vece& Lo'()t*+ A'c,o A t*r. SUB TOTAL TOTAL

! !/"" 1.00


! !/"" 1.00


! !/"" 1.00


! !/"" 1.00


! !/"" 1.00

PZA 1.00 N% Vece& Lo'()t*+ A'c,o A t*r. SUB TOTAL TOTAL

! !/"" 1.00


! !/"" 1.00


! !/"" 1.00


! !/"" 1.00


! !/"" 1.00


4/790

ADOS

O SAN JOSE DE LA SALLE CUSCO- BLOQUE VIVIENDA DE LOS HERMANOS

SAN SEBASTIAN

MOLLERA$ TANCARPATA

ELABORADO PARA:


5/790


6/790


7/790

HOJA DE METRAD

Proyecto: NUEVA SEDE COLEGIO SAN

METRADOS ESTRUCTURAS

FECHA:

DEPARTAMENTO : CUSCO DISTRITO :

PROVINCIA : CUSCO SECTOR:

ELABORACION: POR: SEVERO CONDORCCAHUA QUISPE

03.00.00 MOVIMIENTO DE TIERRAS "0/"!/"" E1CAVACIONES03.01.01 NIVELACION TERRENO

NTP +0.525

NTP +0.1 5

NTP +0.35 GARAGE

NTP +0.525 DESPENSA

NTP +0.1 5 COMEDOR COCINA

NTP +0.00 HALL ! ESTAR

PARCIALTOTAL

03.01.02 E"CAVACION DE ZANJASZAPATAS

EJES A ! B 2-!EJE C Z#1EJE D Z#1

Z#$%&% E Z#

Z#'

%&% F Z#10 Z#11Z#12

EJE H Z#6 Z#2

EJE I Z#2 Z#5

EJE J Z#3Z#2


8/790

EJE ( Z#2 Z#3Z#4

EJE L Z#2 Z#3

EJE M Z#2

Z#3EJE 6 Z#1

PARCIALTOTAL


9/790

VIGAS DE CONE"I)N ! CIMIENTOS EJES A ! B

2##33##44##5

%&% C

3##44##5

%&% D1##3 INCLINADO 3##44##5

EJE E 1##4

%&% F1##3

3##3* EJE H

1##3EJE I TODO

ADICIONAL ##' EJE J TODO

ADICIONAL '##$EJE ( TODO

ADICIONAL $##10 EJE LTODO

ADICIONAL 10##11 11##12 EJE M TODO EJE 1TODO EJE 2* TODO EJE 3TODO

VERTICALEJE 4TODO

VERTICAL A#BVERTICAL B#C


10/790

VERTICAL C#DVERTICAL D#E

EJE 5 TODO

VERTICALES EJE 6

EJE TODO

ADICIONAL H##I COL C1EJE ' TODO

ADICIONAL H##I ADICIONAL I##J

COL C1

EJE $TODO ADICIONAL I##J ADICIONAL J##(

COL C1EJE 10 TODO

ADICIONAL I##J ADICIONAL J##(

COL C1EJE 11TODO

ADICIONAL J##( ADICIONAL (#L

EJE 12 TODO

ADICIONAL J##( ADICIONAL (#L

COL L12 PARCIALTOTAL

ITEM DESCRIPCION

CERCO PORTON DE INGRESOPARALELO A LA ENTRADA SUR ESTEDIRECCION NORESTE


11/790


12/790

ELIMINACION ')3e .c)o'e4c.3.c)o' +e 5.' .&

PARCIALTOTAL

CON FACTOR DE ESPONJAMIENTO


13/790

OS

JOSE DE LA SALLE CUSCO

- BLOQUE ADMINISTRATIVO

SAN SEBASTIAN

MOLLERA$ TANCARPATA

ELABORADO PARA:

ELEMENTOS Cantidad Longitud Ancho Alto Subtotal PARCIAL

1.00 10.28 4.40 0.39 10.400.07

1.00 4.50 4.40 0.41 6.830.28

1.00 6.33 7.70 0.57 20.470.27

1.00 1.50 4.08 0.19 1.010.14

1.00 7.53 4.08 0.49 11.520.26

1.00 10.00 9.33 0.44 27.060.14

77.29


8.00 1.20 1.20 1.80 20.743.00 1.20 1.20 1.80 7.782.00 1.20 1.20 1.80 5.181.00 2.60 2.80 1.80 13.101.00 1.40 2.30 1.80 5.801.00 2.75 3.35 1.80 16.58

1.00 1.25 1.90 1.80 4.281.00 1.80 1.55 1.80 5.021.00 2.35 2.35 1.80 9.941.00 1.60 2.10 1.80 6.051.00 1.60 1.60 1.80 4.615.00 1.60 1.60 1.80 23.041.00 2.05 2.05 1.80 7.563.00 1.80 1.80 1.80 17.503.00 1.60 1.60 1.80 13.82

severo:

datos !" s" o#t!$%"&o' d"( )(a'oa-!"&do a( )(a'o d" "st&!-t!&as t"


14/790

2.00 1.60 1.60 1.80 9.222.00 1.80 1.80 1.80 11.661.00 2.00 2.00 1.80 7.201.00 1.60 1.60 1.80 4.613.00 1.80 1.80 1.80 17.502.00 1.60 1.60 1.80 9.22

1.00 1.80 1.80 1.80 5.831.00 1.20 1.20 1.80 2.59226.23


15/790

2.00 1.50 0.60 1.70 3.062.00 3.20 0.60 1.70 6.532.00 1.43 0.60 1.70 2.92

1.00 3.20 0.60 1.70 3.261.00 1.40 0.60 1.70 1.43

1.00 1.30 0.60 1.70 1.331.00 3.40 0.60 1.70 3.471.00 1.50 0.60 1.70 1.53

1.00 5.92 0.60 1.70 6.04

1.00 1.54 0.60 1.70 1.57

1.00 1.42 0.60 1.70 1.451.00 1.17 0.60 1.70 1.191.00 2.54 0.60 1.70 2.59

1.00 11.80 0.60 1.70 12.041.00 0.93 2.18 1.70 3.45

1.00 11.64 0.60 1.70 11.871.00 0.90 2.18 1.70 3.34

1.00 9.20 0.60 1.70 9.381.00 0.90 2.18 1.70 3.34

1.00 6.85 0.60 1.70 6.992.00 0.90 2.18 1.70 6.67

1.00 4.70 0.60 1.70 4.79

1.00 6.34 0.60 1.70 6.47

1.00 5.70 0.60 1.70 5.81

1.00 12.35 0.60 1.70 12.601.00 3.08 0.60 1.70 3.14

1.00 12.35 0.60 1.70 12.601.00 1.15 0.60 1.70 1.171.00 1.60 0.60 1.70 1.63


16/790

1.00 2.19 0.60 1.70 2.231.00 1.80 0.60 1.70 1.84

1.00 11.40 0.60 1.70 11.631.00 2.90 0.60 1.70 2.96

1.00 3.13 0.60 1.70 3.19

1.00 4.77 0.60 1.70 4.871.00 2.86 0.38 1.70 1.851.00 0.68 0.38 1.70 0.44

1.00 7.00 0.38 1.70 4.521.00 0.63 0.38 1.70 0.411.00 2.84 0.38 1.70 1.831.00 0.68 0.38 1.70 0.44

1.00 7.88 0.38 1.70 5.091.00 0.63 0.38 1.70 0.411.00 2.84 0.38 1.70 1.831.00 0.68 0.38 1.70 0.44

1.00 8.25 0.38 1.70 5.331.00 0.63 0.38 1.70 0.411.00 2.84 0.38 1.70 1.831.00 0.68 0.38 1.70 0.44

1.00 8.95 0.38 1.70 5.781.00 3.65 0.38 1.70 2.361.00 1.14 0.38 1.70 0.74

1.00 8.95 0.38 1.70 5.781.00 3.12 0.38 1.70 2.021.00 2.96 0.38 1.70 1.911.00 2.18 2.07 1.70 7.67

219.89


1 18 0.60 0.70 18.001 49.58 0.60 0.70 49.581 60.42 0.60 0.70 60.42


17/790

128.00

ELEMENTOS

Cantidad Longitud Ancho Alto Subtotal PARCIAL

1.00 4.05 9.84 0.26 11.160.30

1.00 4.05 12.84 0.30 16.640.34

1.00 4.05 13.80 0.00 1.120.04

1.00 9.50 17.71 0.04 62.250.70

1.00 128.00

1.00 439.65

567.65



18/790

1.00 77.291.00 567.65

644.94

1.30


19/790

ABERTURAS O DESCUENTOSClase Cantidad Longitud Ancho Alto Subtotal


"'"&a( d" +o'%,-a-%o' t"'%"'do "' -!"'ta (os d"s'%$"("s d"( t"&&"'o % (as -otas d" (os )%sos t"& %'ados a%"'do (a )"'d%"'t" d"( t"&&"'o 'at!&a( % (as (o'*%t!d"s a)&o/% adas d" -ada NPT s" o#t!$%"&o' (os d"s'%


20/790


21/790

APATA 1.00 0.60 0.60 1.70 0.61

APATA 1.00 0.66 0.70 1.70 0.79

APATA 1.00 0.66 0.70 1.70 0.79

APATA 2.00 0.66 0.70 1.70 1.57

APATA 1.00 0.66 0.70 1.70 0.79


22/790

APATA 1.00 0.70 1.62 1.70 1.93



23/790

ABERTURAS O DESCUENTOS

Clase Cantidad Longitud Ancho Alto Subtotal

CI IENTOS CORRIDOS 1.00 22.40SO RECI IENTO 1.00 6.40

C APATAS 1.00 54.78C IGAS DE CONE I N 1.00 31.40C CI IENTOS CORRIDOS 1.00 37.86

C SO RECI IENTOS 1.00 90.81C COLU NAS C1 27.00 0.25 0.40 1.30 3.51

C COLU NAS C2 1.00 0.25 0.40 1.30 0.13C COLU NAS C3 1.00 0.25 0.40 1.30 0.13C COLU NAS C4 2.00 0.25 0.40 1.30 0.26C COLU NAS C5 2.00 0.25 0.60 1.30 0.39C COLU NAS C6 9.00 0.25 0.40 1.30 1.17C COLU NAS C7 3.00 0.25 0.25 1.30 0.24

C PLACAS PL1 1.00 0.20 4.23 1.30 1.10C PLACAS PL2 1.00 0.20 4.23 1.30 1.10C PLACAS PI1 1.00 0.15 1.20 1.30 0.23C PLACAS PI2 1.00 0.20 1.55 1.30 0.40



24/790

&"(("'o 91.17 91.17&"(("'o 315.34 315.34


25/790

UNIDAD TOTALPARCIAL

M0 77/#8

0.0077.29

UNIDAD TOTALPARCIAL

M3 !"#!

d" as )a&a "st" -o&t" s" -o's%d"&o !' "s)"so& d""("s "'t&" '%$"( d"( t"&&"'o -o&tado t"&&"'o 'at


26/790


27/790


28/790

6.47213.42

UNIDAD TOTALPARCIAL

3 128.00


29/790

0.00128.00

UNIDAD TOTAL

PARCIAL M3 $%!# &

8!/!7

315.34

252.31 315.34

UNIDAD TOTALPARCIAL

3 309.97


30/790


31/790

HOJA

Proyecto: NUEVA SE

METRADOS EST

FECHA:DEPARTAMENTO : CUSCO

PROVINCIA : CUSCO

ELABORACION: POR: SEVERO CONDORCCAHUA QUISPE

04.00.00 OBRAS DE CONCRETO SIMPLE

04.00.01 CIMIENTOS CORRIDOS C7H 1712 + 308P.G.EJE 3B#C

EJE 4 A#BB#C C#D

EJE 5 A#BEJE

H#I H#I H#I C1I#J

EJE ' H#I I##J I##J I##J C1J#(

EJE $I#J J#( J#( J#( C1(#L

EJE 10 J#( (#L(#L

(#LC1


32/790

L#M EJE 11

J#( (#L

EJE 12 I#J (#LL#M

EJE B3##4

EJE C 3##4

EJE H ##'

CIMIENTO CORRIDO EN CERCOS PORTON DE INGRESOPARALELO A LA ENTRADA SUR ESTEDIRECCION NORESTE

PARCIALTOTAL

04.02.001 SOBRECIMIENTOS C7H 17' + 258P.M.EJE ATODO EJE A* TODO EJE B 2##33##44##5

EJE C 3##44##5

EJE D4##5

EJE H

EJE I ##'

'##11

I#11EJE J


33/790

##' '##$

$##10 11#12 EJE ( '##$$##10

10##11 11##12 EJE L'##$

10##11 11##12 EJE M

10##11 11##12 EJE 3B#C

B#C VERTICALC#D

EJE 3** E##F

EJE 4 A#BB#C

COLD#E

EJE 5 B#D

EJE 6 TODO 6#A*

EJE G# H#I I#J

EJE ' H#I

I#J I#( EJE $

I#J J#( J#L

EJE 10 J#( (#L(#M

EJE 11I#J


34/790

11##12 11##12

(#L(#M

CIMIENTO CORRIDO EN CERCOS PORTON DE INGRESOPARALELO A LA ENTRADA SUR ESTEDIRECCION NORESTE

PARCIALTOTAL

ENCOFRADO EN SOBRECIMIENTOS 04.02.02 ENCOFRADO SOBRECIMIENTOS C7H 17' + 258P.M.

EJE ATODO EJE A* TODO EJE B 2##33##44##5

EJE C 3##44##5

EJE D4##5

EJE H

EJE I ##'

'##11

I#11EJE J ##' '##$

$##10 11#12 EJE ( '##$$##10

10##11 11##12 EJE L

'##$10##11 11##12


35/790

EJE M 10##11 11##12

EJE 3B#C

B#C VERTICALC#D

EJE 3** E##F

EJE 4 A#BB#C

COLD#E

EJE 5 B#D

EJE 6 TODO 6#A*

EJE G# H#I I#J

EJE ' H#I I#J I#(

EJE $I#J J#( J#L

EJE 10 J#( (#L(#M

EJE 11I#J 11##12 11##12

(#L(#M

CIMIENTO CORRIDO EN CERCOS PORTON DE INGRESOPARALELO A LA ENTRADA SUR ESTE

DIRECCION NORESTE


36/790

PARCIALTOTAL

03.01.02 S 9- :-;- -:- - % % ,9- 1712 C.H.ZAPATAS

EJES A ! BEJE C EJE D

%&% E

%&% F

EJE H

EJE I

EJE J

EJE (

EJE L

EJE M

EJE 6 PARCIAL

TOTAL


37/790


38/790


39/790


40/790


41/790


42/790


43/790


44/790


45/790


46/790


47/790


48/790


49/790


50/790


51/790


52/790


53/790


54/790


55/790


56/790


57/790


58/790


59/790


60/790


61/790


62/790


63/790


64/790


65/790


66/790


67/790


68/790


69/790


70/790


71/790


72/790


73/790


74/790


75/790


76/790


77/790


78/790


79/790


80/790


81/790


82/790


83/790


84/790


85/790


86/790


87/790


88/790


89/790


90/790


91/790


92/790


93/790


94/790


95/790


96/790


97/790


98/790


99/790


100/790


101/790


102/790


103/790


104/790


105/790


106/790


107/790


108/790


109/790


110/790


111/790


112/790


113/790


114/790


115/790


116/790


117/790


118/790


119/790


120/790


121/790


122/790


123/790


124/790


125/790


126/790


127/790


128/790


129/790


130/790


131/790


132/790


133/790


134/790


135/790


136/790


137/790


138/790


139/790


140/790


141/790


142/790


143/790


144/790


145/790


146/790


147/790


148/790


149/790


150/790


151/790


152/790


153/790


154/790


155/790


156/790


157/790


158/790


159/790


160/790


161/790


162/790


163/790


164/790


165/790


166/790


167/790


168/790


169/790


170/790


171/790


172/790


173/790


174/790


175/790


176/790


177/790


178/790

E METRADOS

DE COLEGIO SAN JOSE DE LA SALLE CUSCO

UCTURAS - BLOQUE VIVIENDA DE LOS HERMANOS

DISTRITO : SAN SEBASTIAN

SECTOR: MOLLERA$ TANCARPATA

ELABORADO PARA:

ELEMENTOS ABECantidad Longitud Ancho Alto Subtotal PARCIAL

SECC 0-0 1.00 3.08 0.45 0.50 0.69

SECC 0-0 1.00 1.15 0.45 0.50 0.26SECC 0-0 1.00 1.60 0.45 0.50 0.36SECC 0-0 1.00 2.18 0.45 0.50 0.49

SECC 0-0 1.00 5.14 0.45 0.50 1.16

SECC 0-0 1.00 2.32 0.45 0.50 0.52SECC 0-0 1.00 2.20 0.45 0.50 0.50SECC 0-0 1.00 0.66 0.45 0.50 0.15SECC 0-0 1.00 0.70 0.45 0.50 0.16SECC 0-0 1.00 3.15 0.45 0.50 0.71

SECC 0-0 1.00 0.64 0.45 0.50 0.14SECC 0-0 1.00 2.32 0.45 0.50 0.52SECC 0-0 1.00 2.20 0.45 0.50 0.50SECC 0-0 1.00 0.66 0.45 0.50 0.15SECC 0-0 1.00 0.70 0.45 0.50 0.16SECC 0-0 1.00 3.15 0.45 0.50 0.71

SECC 0-0 1.00 0.64 0.45 0.50 0.14SECC 0-0 1.00 2.32 0.45 0.50 0.52SECC 0-0 1.00 2.20 0.45 0.50 0.50SECC 0-0 1.00 0.66 0.45 0.50 0.15SECC 0-0 1.00 0.70 0.45 0.50 0.16SECC 0-0 1.00 3.15 0.45 0.50 0.71

SECC 0-0 1.00 0.64 0.45 0.50 0.14SECC 0-0 1.00 2.32 0.45 0.50 0.52SECC 0-0 1.00 2.20 0.45 0.50 0.50

SECC 0-0 1.00 0.66 0.45 0.50 0.15SECC 0-0 1.00 0.70 0.45 0.50 0.16


179/790

SECC 0-0 1.00 3.15 0.45 0.50 0.71

SECC 0-0 1.00 3.67 0.45 0.50 0.83SECC 0-0 1.00 1.15 0.45 0.50 0.26

SECC 0-0 1.00 2.60 0.45 0.50 0.59SECC 0-0 1.00 3.47 0.45 0.50 0.78SECC 0-0 1.00 3.15 0.45 0.50 0.71

SECC 0-0 1.00 0.30 0.45 0.50 0.07

SECC 0-0 1.00 0.78 0.45 0.50 0.18

SECC 0-0 1.00 2.39 0.45 0.50 0.54

0;1;" 1 18 0.35 0.50 3.150;1;" 1 49.58 0.35 0.50 8.680;1;" 1 60.42 0.35 0.50 10.57

37.86

ELEMENTOS ABE

Cantidad Longitud Ancho Alto Subtotal PARCIAL

SECC !-! 1.00 10.13 0.25 1.30 3.29

SECC #-# 1.00 4.07 0.25 1.30 1.32

SECC !-! 1.00 2.30 0.25 1.30 0.75SECC 9-9 1.00 3.56 0.15 1.30 0.69SECC 9-9 1.00 2.30 0.15 1.30 0.45

1.00 3.98 0.15 1.30 0.781.00 2.30 0.15 1.30 0.45

1.00 2.30 0.25 1.30 0.75

SECC 0-0 1.00 3.70 0.15 1.30 0.72

SECC 0-0 1.00 4.42 0.15 1.30 0.861.00 12.15 0.25 1.30 3.95

1.00 6.48 0.25 1.30 2.11


180/790


181/790


182/790

SECC #-# 9 3.80 1.30 19.76

SECC #-# # 4.25 1.30 11.05SECC 0-0 # 3.23 1.30 8.40SECC #-# # 4.25 1.30 11.05

SECC #-# # 4.45 1.30 11.57

SEC 0-0 9-9 # 5.08 1.30 13.21SEC 0-0 9-9 # 3.80 1.30 9.88SECC 0-0 # 2.66 1.30 6.92

# 4.82 1.30 12.53

SECC #-# # 9.00 1.30 23.40

SECC #-# # 3.93 1.30 10.22SECC 0-0 # 5.35 1.30 13.91

SECC #-# # 2.60 1.30 6.76SECC 0-0 # 5.67 1.30 14.74SECC #-# # 3.65 1.30 9.49

SECC 0-0 # 4.30 1.30 11.18

SECC 0-0 # 3.17 1.30 8.24

SECC !-! # 8.10 1.30 21.06

SECC 0-0 # 4.30 1.30 11.18SECC 0-0 # 3.17 1.30 8.24SECC !-! # 8.10 1.30 21.06

SECC 0-0 # 4.30 1.30 11.18SECC 0-0 # 3.17 1.30 8.24SECC !-! # 8.10 1.30 21.06

SECC !-! # 3.65 1.30 9.49SECC !-! # 3.90 1.30 10.14SECC 0-0 # 4.02 1.30 10.45SECC 0-0 # 1.40 1.30 3.64SECC !-! # 8.10 1.30 21.06

#"1#; # 18 0.20 7.20#"1#6 # 49.58 0.20 19.83

#"1#7 # 60.42 0.20 24.17


183/790

684.74

ELEMENTOS ABECantidad Longitud Ancho Alto Subtotal PARCIAL

2-! 8.00 1.20 1.20 0.10 1.15Z#1 3.00 1.20 1.20 0.10 0.43Z#1 2.00 1.20 1.20 0.10 0.29Z#$ 1.00 2.60 2.80 0.10 0.73Z# 1.00 1.40 2.30 0.10 0.32Z#' 1.00 2.75 3.35 0.10 0.92Z#10 1.00 1.25 1.90 0.10 0.24Z#11 1.00 1.80 1.55 0.10 0.28Z#12 1.00 2.35 2.35 0.10 0.55Z#6 1.00 1.60 2.10 0.10 0.34Z#2 1.00 1.60 1.60 0.10 0.26Z#2 5.00 1.60 1.60 0.10 1.28Z#5 1.00 2.05 2.05 0.10 0.42Z#3 3.00 1.80 1.80 0.10 0.97Z#2 3.00 1.60 1.60 0.10 0.77Z#2 2.00 1.60 1.60 0.10 0.51Z#3 2.00 1.80 1.80 0.10 0.65Z#4 1.00 2.00 2.00 0.10 0.40Z#2 1.00 1.60 1.60 0.10 0.26Z#3 3.00 1.80 1.80 0.10 0.97Z#2 2.00 1.60 1.60 0.10 0.51Z#3 1.00 1.80 1.80 0.10 0.32Z#1 1.00 1.20 1.20 0.10 0.14

12.57


184/790


185/790


186/790


187/790


188/790


189/790


190/790


191/790


192/790


193/790


194/790


195/790


196/790


197/790


198/790


199/790


200/790


201/790


202/790


203/790


204/790


205/790


206/790


207/790


208/790


209/790


210/790


211/790


212/790


213/790


214/790


215/790


216/790


217/790


218/790


219/790


220/790


221/790


222/790


223/790


224/790


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226/790


227/790


228/790


229/790


230/790


231/790


232/790


233/790


234/790


235/790


236/790


237/790


238/790


239/790


240/790


241/790


242/790


243/790


244/790


245/790


246/790


247/790


248/790


249/790


250/790


251/790


252/790


253/790


254/790


255/790


256/790


257/790


258/790


259/790


260/790


261/790


262/790


263/790


264/790


265/790


266/790


267/790


268/790


269/790


270/790


271/790


272/790


273/790


274/790


275/790


276/790


277/790


278/790


279/790


280/790


281/790


282/790


283/790


284/790


285/790


286/790


287/790


288/790


289/790


290/790


291/790


292/790


293/790


294/790


295/790


296/790


297/790


298/790


299/790


300/790


301/790


302/790


303/790


304/790


305/790


306/790


307/790


308/790


309/790


310/790


311/790


312/790


313/790


314/790


315/790


316/790


317/790


318/790


319/790


320/790


321/790


322/790


323/790


324/790


325/790

RTURAS O DESCUENTOSClase Cantidad Longitud Ancho Alto Subtotal PARCIAL


326/790

0.00

RTURAS O DESCUENTOS

Clase Cantidad Longitud Ancho Alto Subtotal PARCIAL

COLU NA C6 4.00 0.40 0.25 1.30 0.52

COLU NA C1 3.00 0.40 0.25 1.30 0.39


327/790

COLU NA C1 2.00 0.25 0.25 1.30 0.16

COLU NA C1 2.00 0.25 0.40 1.30 0.26

COLU NA C1 2.00 0.25 0.40 1.30 0.26

COLU NA C1 2.00 0.25 0.40 1.30 0.26


328/790

1.30

COLU NA C1 2.00 0.25 0.40 0.20

2.05

RTURAS O DESCUENTOS

Clase Cantidad Longitud Ancho Alto Subtotal PARCIAL

COLU NA C6 8.00 0.40 1.30 4.16

COLU NA C1 6.00 0.40 1.30 3.12


329/790

COLU NA C1 4.00 0.25 1.30 1.30

COLU NA C1 4.00 0.25 1.30 1.30

COLU NA C1 4.00 0.25 1.30 1.30

COLU NA C1 4.00 0.25 1.30 1.30

1.30

COLU NA C1 4.00 0.25 1.00


330/790

13.68

RTURAS O DESCUENTOSClase Cantidad Longitud Ancho Alto Subtotal PARCIAL

0.00


331/790


332/790


333/790


334/790


335/790


336/790

"/""


337/790

"/""


338/790


339/790

"


340/790

"/""

"/""


341/790

"/""


342/790

"/""


343/790

"/""


344/790


345/790

"/""

"/"" 9# -9#/""

"/"" 0 - 0/""


346/790

"/"" 9#9 -9#9/""

"/"" 97 -97/""


347/790

"/"" 6# -6#/""

"/"" 09 -09/""

"/"" ;0 -;0/""

"/"" 96 -96/""

"/"" 99 -99/""


348/790

"/"" 0

"/"" 70/""

- 70/""

"/""


349/790


350/790

"/""


351/790


352/790

"/""


353/790


354/790

"/""


355/790

"/""


356/790

"/""


357/790

"/""


358/790

"/""


359/790

"/""


360/790

"/""


361/790

"/""


362/790

"/""

"/""


363/790

"/""


364/790


365/790

"/""

"/""


366/790

"/""

"/""

"/""


367/790

"/""

"/""


368/790

"


369/790


370/790


371/790


372/790


373/790


374/790


375/790


376/790

Met. Met. co'tr.< .c.+. MDFB )'+.+.

Met. Met.


377/790

Met. co'tr.< .c.+. MDFco'tr.< .c.+. MDFMet. co'tr.< .c.+. MDFMet. co'tr.< .c.+. MDFco'tr.< .c.+. MDFco'tr.< .c.+. MDFco'tr.< .c.+. MDFM.+er. re=. .+.co'tr.< .c.+. MDFMe .>)'eco'tr.< .c.+. MDFco'tr.< .c.+. MDF


378/790

"/""

###7 #?##7/""

"/"" "/""""""

#67


379/790

"/""

"/""

"


380/790


381/790


382/790


383/790

6#/!8

"/""

"/""

"/""

"/""

"/""

"/""


384/790

"/""


385/790


386/790


387/790


388/790


389/790

"/""

"/""

"/""

"/""

"/""


390/790

"/""

"/"" "/""

"/""

"/""

"/""

"/""

"/""

"/""


391/790

"/""

"/""


392/790

"/""


393/790

"/""


394/790


395/790

"/""


396/790

"/""


397/790

"/""

"/""


398/790

"/""


399/790

"/""


400/790

"/""


401/790

"/""

"/""

"/""

"/""

"/""


402/790

"/""

"/""

"/""

"/""

"/""

"/""

@REF

"/""

"/""


403/790

"/""

"/""

"/""

"/""

"/""


404/790

"/""

"/""

"/""

"/""


405/790


406/790


407/790

"/""

"/""


408/790

"/""

"/""

"/""

"/""

"/""

"/""


409/790

"/""

"/""

"/""


410/790

"/""

"/"" "/""

"/""


411/790

"/""


412/790

"/""


413/790

"/""

"/""

"/""


414/790

"/""

"/""

"/""


415/790

"/""

"/""

6/#"7 "/8;

;/#;7 !0/!

"/8!#/#


416/790

"/""

"/""

!;/ # "/

#/!9!#/

96/#!8/8

06/0!

"/""


417/790

"/""


418/790


419/790

"/""

"/""


420/790

"/""

"/""

"/""

"/""

"/""


421/790

"/""

"/""

"/""

"/""


422/790


423/790


424/790

"/""

"/"" "

"/""

"/""


425/790

"/""

"/""


426/790

"/""

co'tr.< .c.+. MDFco'tr.< .c.+. MDFco'tr.< .c.+. MDFco'tr.< .c.+. MDFco'tr.< .c.+. MDFco'tr.< .c.+. MDFco'tr.< .c.+. MDFco'tr.< .c.+. MDFco'tr.< .c.+. MDF

M.+er. re=. .+.


427/790

"/""

"/""


428/790

"/""

"/""

"/""


429/790

"/""

"/""

"/""

"/""

"/""

"/""


430/790

"/""

"


431/790


432/790


433/790


434/790

co'tr.< .c.+. MDFco'tr.< .c.+. MDFco'tr.< .c.+. MDFco'tr.< .c.+. MDFco'tr.< .c.+. MDFco'tr.< .c.+. MDFco'tr.< .c.+. MDFco'tr.< .c.+. MDF

co'tr.< .c.+. MDF

M.+er. re=. .+.


435/790

M.+er. re=. .+.

co'tr.< .c.+. MDFco'tr.< .c.+. MDF

"/"" co'tr.< .c.+. MDFco'tr.< .c.+. MDFco'tr.< .c.+. MDF

co'tr.< .c.+. MDFco'tr.< .c.+. MDFco'tr.< .c.+. MDFco'tr.< .c.+. MDF

"/""

"/""


436/790


437/790


438/790


439/790


440/790


441/790


442/790


443/790


444/790


445/790


446/790


447/790


448/790


449/790

"/""

"/""

"/""

"/""


450/790

"/""

"/""

"/""

"/""

"/""

"/""


451/790


452/790


453/790


454/790


455/790


456/790


457/790


458/790


459/790


460/790


461/790


462/790


463/790


464/790


465/790


466/790


467/790


468/790


469/790


470/790


471/790


472/790

UNIDAD TOTAL

M3 37.86


473/790

37.86

UNIDAD TOTAL

3 90.81


474/790


475/790

90.81

UNIDAD TOTAL

2 671.06


476/790


477/790

671.06

UNIDAD TOTAL

M3 &'# "

12.57


478/790


479/790


480/790


481/790


482/790


483/790


484/790


485/790


486/790


487/790


488/790


489/790


490/790


491/790


492/790


493/790


494/790


495/790


496/790


497/790


498/790


499/790


500/790


501/790


502/790


503/790


504/790


505/790


506/790


507/790


508/790


509/790


510/790


511/790


512/790


513/790


514/790


515/790


516/790


517/790


518/790


519/790


520/790


521/790


522/790


523/790


524/790


525/790


526/790


527/790


528/790


529/790


530/790


531/790


532/790


533/790


534/790


535/790


536/790


537/790


538/790


539/790


540/790


541/790


542/790


543/790


544/790


545/790


546/790


547/790


548/790


549/790


550/790


551/790


552/790


553/790


554/790


555/790


556/790


557/790


558/790


559/790


560/790


561/790


562/790


563/790


564/790


565/790


566/790


567/790


568/790


569/790


570/790


571/790


572/790


573/790


574/790


575/790


576/790


577/790


578/790


579/790


580/790


581/790


582/790


583/790


584/790


585/790


586/790


587/790


588/790


589/790


590/790


591/790


592/790


593/790


594/790


595/790


596/790


597/790


598/790


599/790


600/790


601/790


602/790


603/790

8/15/2019 Metrados Estructuras Vivienda de Los Hermanos

Metrados Estructuras Vivienda de Los Hermanos 14 de Diciembre 10 30

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Transcript of Metrados Estructuras Vivienda de Los Hermanos 14 de Diciembre 10 30