Casa Pradera

METRADO DE ESTRUCTURAS OBRA PROPIETARIO FECHA

VIVIENDA UNIF UNIFAMILIAR AMILIAR SRA.MIRIAM VASQUEZ RAMOS Y ESPOSO

CODIGO

DESCRIPCIÓN

UND.

OE.1 OE.1.1 OE.1.1.1 OE.1.1.1.2 OE.1.1.1.8

OBRAS PROVISIONALES , TRABAJOS PRELIMINARES, SEGURIDAD Y SALUD OBRAS PROVISIONALES,TRABAJOS PRELIMINARES CONSTRUCCIONES PROVISIONALES Almacén Cartl!

Glb Und

OE.1.1.2 OE.1.1.2.1 OE.1.1.2.(

INSTALACIONES P RO ROVISIONALES A"#a $ara la C%n!tr#cc&'n Enr")a Elctr&ca

Glb Glb

OE1.1.3 OE.1.1.3.1 OE.1 OE.1.1 .1.( .(.1 .1.1 .1

TRABAJOS PRELIMINARES LIMPIEA DEL TERRENO El&m El&m&n &nac ac&' &'n n * * +a! +a!#r #ra a,  l lm mnt nt%! %! !#l !#lt% t%!! , l&-& l&-&an an%! %!

!3

OE.1.1." OE.1 OE.1.1 .1. ..1 .1

TRAOS, NIVELES Y REPLANTEO Tra/%! a/%!00 -& -&l l!! , R$la $lant nt% % Prl& l&m&na m&narr

!2

OE.2 OE.2.1 OE.2.1.2 OE2.1.2.1

ESTRUCTURAS MOVIMIENTOS DE TIERRA E#CAVACIONES Eca-ac&%n * C&!trna

m(

OE.2.1.2.2 OE.2.1.2.2.1

Eca-ac&'n * Zan3a! Eca-ac&'n * Za$ata!

m( m(

OE.2.1.2.2.2

Z41 Z42 Eca-ac&'n * C&m&nt%! C%rr&*%! E3 1410 ntr 3 A4A , C4C E3 242 ntr 3 B4B , C4C E3 (4( ntr 3 A4A , C4C Entr 3 (4(0 545 , 3 A4A0 B4B E3 545 ntr 3 A4A , B4B

m(

Entr 3 5450 646 , 3 A4A0 A4A0 C4C E3 747 ntr 3 A4A , C4C E3 A4A ntr 3 141 , 747 E3 B4B ntr 3 141 , 747 E3 C4C ntr 3 141 , 747 CODIGO

DESCRIPCIÓN Entr 3 2420 (4( , 3 B4B Eca-ac&'n * V&"a! * C&mntac&'n E3 242 E3 B4B E3 545 E3 646 E3 646 E3 B4B Eca-ac&'n $ara c&m&nt% * E!calra V$l%!&n &'()*)d$ +n E+-$n)!&n/$ T$/)l d& V$l%!&n 0 2 d& E+-$n)!&n/$

3.4. 9(.95.91

RELLENOS Rlln%! c%n matr&al $r%$&% Z41 Z42 E3 1410 ntr 3 A4A , C4C E3 242 ntr 3 B4B , C4C E3 (4( ntr 3 A4A , C4C Entr 3 (4(0 545 , 3 A4A0 B4B E3 545 ntr 3 A4A , B4B Entr 3 5450 646 , 3 A4A0 A4A0 C4C E3 747 ntr 3 A4A , C4C E3 A4A ntr 3 141 , 747

UND. m(

m( !3 m(

E3 B4B ntr 3 141 , 747 E3 C4C ntr 3 141 , 747 Entr 3 2420 (4( , 3 B4B Rlln% * V&"a! * C&mntac&'n E3 242 E3 B4B E3 545 E3 646

m(

E3 646 E3 B4B V$l%!&n d& R&ll&n$ +n A+&n/)!&n/$ T$/)l d& V$l%!&n ) 5&ll&n)5 ($n ,6 )+&n/)!&n/$

CODIGO 9(.95.92

DESCRIPCIÓN Rlln% c%n matr&al * $ré!tam% Z41 Z42 E3 1410 ntr 3 A4A , C4C E3 242 ntr 3 B4B , C4C E3 (4( ntr 3 A4A , C4C Entr 3 (4(0 545 , 3 A4A0 B4B E3 545 ntr 3 A4A , B4B Entr 3 5450 646 , 3 A4A0 C4C E3 747 ntr 3 A4A , C4C E3 A4A ntr 3 141 , 747 E3 B4B ntr 3 141 , 747 E3 C4C ntr 3 141 , 747 Entr 3 2420 (4( , 3 B4B Rlln% * V&"a! * C&mntac&'n E3 242 E3 B4B E3 545 E3 646 E3 646 E3 B4B V$l%!&n d& R&ll&n$ ($n !)/&5)l -57+/)!$ T$/)l d& V$l%!&n ) 5&ll&n)5 ($n ," )+&n/)!&n/$ -)5) )5&n)+

!3

UND. m(

m(

!3

3.. 3.8.

ELIMINACIÓN DE MATERIAL E#CEDENTE V%l. : Eca-ac&'n 4 V%l *. Rlln%

!3

NIVELACIÓN INTERIOR Y APISONADO V%l#mn E;ct&-% a Rllnar c%n matr&al $ré!tam% V%l#mn a rllnar c%n 90< a!ntam&nt% $ara arna! V%l. Rllnar Intr&%r 4 V%l. Rllnar c&mntac&'n

m( m( !3

4.. 4.1.

OBRAS DE CONCRETO SIMPLE CIMIENTOS CORRIDOS 191 0 3 PG : 8;

CODIGO

95.91.91 4.3.

4.<. 95.9>.91

DESCRIPCIÓN E3 1410 ntr 3 A4A , C4C E3 242 ntr 3 B4B , C4C E3 (4( ntr 3 A4A , C4C Entr 3 (4(0 545 , 3 A4A0 B4B E3 545 ntr 3 A4A , B4B Entr 3 5450 646 , 3 A4A0 C4C E3 747 ntr 3 A4A , C4C E3 A4A ntr 3 141 , 747 E3 B4B ntr 3 141 , 747 E3 C4C ntr 3 141 , 747 Entr 3 2420 (4( , 3 B4B T%tal * -%l#mn n c&m&nt%! c%rr&*%! S%la*% $ara C&m&nt% C%rr&*% SOLADO PARA APATAS 1912 Z41 Z42 T%tal !%la*% $ara /a$ata! m/cla 1=12 SOBRECIMIENTOS C%ncrt% m/cla 1=8 ? 26< * PM @( E3 1410 ntr 3 A4A , C4C E3 (4( ntr 3 A4A , C4C Entr 3 (4(0 545 , 3 A4A0 B4B

m(

UND.

!3 !2 0 m2 !2 m(

95.9>.92

E3 545 ntr 3 A4A , B4B Entr 3 5450 646 , 3 A4A0 C4C E3 747 ntr 3 A4A , C4C E3 A4A ntr 3 141 , 747 E3 B4B ntr 3 141 , 747 E3 C4C ntr 3 141 , 747 Entr 3 2420 (4( , 3 B4B T%tal c%ncrt% m/cla 1=8 ? 26< * PM @( Enc%;ra*% , :!nc%;ra*% E3 1410 ntr 3 A4A , C4C E3 (4( ntr 3 A4A , C4C Entr 3 (4(0 545 , 3 A4A0 B4B E3 545 ntr 3 A4A , B4B

CODIGO

.. .2. 96.92.91

DESCRIPCIÓN

!3 m2

UND.

Entr 3 5450 646 , 3 A4A0 C4C E3 747 ntr 3 A4A , C4C E3 A4A ntr 3 141 , 747 E3 B4B ntr 3 141 , 747 E3 C4C ntr 3 141 , 747 Entr 3 2420 (4( , 3 B4B T%tal nc%;ra*% , *!nc%;ra*% * !%+rc&m&nt%

!2

OBRAS DE CONCRETO ARMADO APATAS C%ncrt% n /a$ata! ;c219 D"cm2

m(

Z41 Z42 T%tal c%ncrt% arma*% n /a$ata! .3. 96.9(.91

96.9(.92

VIGAS DE CIMENTACIÓN C%ncrt% n -&"a! * c&mntac&'n ;c219 D"cm2 E3 242 E3 B4B E3 545 E3 646 E3 646 E3 B4B T%tal c%ncrt% arma*% n -&"a! * c&mntac&'n Enc%;ra*% , :!nc%;ra*% E3 242 E3 B4B E3 545 E3 646 E3 646 E3 B4B

!3 m(

!3 m2

T%tal nc%;ra*% , *!nc%;ra*% n -&"a! * c&mntac&'n

CODIGO .<. 96.9>.91

96.9>.92

DESCRIPCIÓN COLUMNAS C%ncrt% ;c219 D"cm2 Pr&mr P&!% C41 C41 C42 C42 C4( S"#n*% P&!% C41 C42 A/%ta C41 C42 T%tal c%ncrt% ;c219 D"cm2 Enc%;ra*% , :!nc%;ra*% Pr&mr P&!% C41 C41 C42 C42 C4( S"#n*% P&!% C41

!2

UND. m(

!3 m2

.6. 96.98.91

C42 A/%ta C41 C42 T%tal nc%;ra*% , *!nc%;ra*%

!2

VIGAS C%ncrt% ;c219 D"cm2

m(

VP 4 191 VP 4 1910 E3 242 VP 4 1910 E3 (4( VP 4 1910 E3 545 VP 4 1910 E3 646 CODIGO

96.98.92

.". 96.9.92 96.9.92.91

DESCRIPCIÓN V4A V4A V4A V4A V4A V4S V4S V4S V4S T%tal c%ncrt% n V&"a ;c219 D"cm2 Enc%;ra*% , :!nc%;ra*% VP 4 191 VP 4 191 V4A V4A V4S V4S V4S V4S T%tal nc%;ra*% , *!nc%;ra*% n -&"a! LOSAS %!a! Al&"ra*a! C%ncrt% ;c219 D"cm2

UND.

!3 m2

!2

m(

96.9.92.95

1G P&!% 2G P&!% A/%ta V%l#mn * c%ncrt% mr% * la*r&ll%! V%l#mn # %c#$an la*r&ll%! V%l#mn t%tal V%l#mn * c%ncrt% * %!a ;c219 D"cm2

m( m( !3

96.9.92.92

CODIGO .1. 96.19.91

96.19.92

Enc%;ra*% , :!nc%;ra*% 1G P&!% 2G P&!% A/%ta T%tal nc%;ra*% , *!nc%;ra*%

m2

!2 DESCRIPCIÓN

ESCALERAS C%ncrt% ;c219 D"cm2 Pr&mr Tram% S"#n*% Tram% Trcr Tram% V%l#mn T%tal * c%ncrt% ;c219 D"cm2 Enc%;ra*% , :!nc%;ra*% Tram% 1 Jram$aK arran# *!* n&-l * $&!% a la ram$a c%ntra$a!%! Tram% 2 *!can!% ram$a c%ntra$a!%! Tram% ( *!can!% ram$a c%ntra$a!%! E+()l&5) d&l 2= N*&l ) l) A>$/&) Tram% 1 Jram$aK c%ntra$a!%! Tram% 2 *!can!% ram$a

UND. m(

!3 m2

c%ntra$a!%! Tram% ( *!can!% ram$a c%ntra$a!%! T%tal nc%;ra*% , :!nc%;ra*% .11.

ESTRUCTURAS ESPECIALES

!2

96.11.92 96.11.92.91

C&!trna! S#+trrLna! C%ncrt% ;c 219 D"cm2

CODIGO

96.11.92.92

m(

DESCRIPCIÓN

UND.

T%tal -%l#mn * c%ncrt% Enc%;ra*% , :!nc%;ra*%

!3 m2

T%tal nc%;ra*% , *!nc%;ra*%

!2

CANT.

LARGO

HOA N PAO  N HECHO POR REVISA:OR POR = ANC?O

1 :E 1 E491 I.SOSA SA:OVA RICAR:O ALTURA SUB TOTAL TOTAL

1 1

1.99 1.99

1. 1.

1 1

1.99 1.99

1. 1.

15.55

14.44

155.(8

144.36

1

1>.69

8.26

1>.69

8.26

2.69

2.99

9.19

2.29

11.99

5 12

1.29 1.99

1.29 1.99

1.29 1.29

7.1 15.59

1 1 1 1 1

8.99 1.8 5. >.99 (.12

9.69 9.69 9.69 9.69 9.69

1.99 1.99 1.99 1.99 1.99

5.99 9. 2.5 (.69 1.67

1 1 1 1 1

8.28 6.5 11.69 5.(9 11.69

9.69 9.69 9.69 9.69 9.69

1.99 1.99 1.99 1.99 1.99

5.15 2.>5 6.>6 2.16 6.>6

CANT.

LARGO

ANC?O

ALTURA

SUB TOTAL

1.99

1.(8

9.89 9.89 9.89 9.89 9.89 9.89 9.89

9.68 9.(2 9.59 9.59 9.62 9.17 9.59

1.(8 1 1 1 1 1 1 1

2.1 1.72 1.8 1.8 2.68 9.89 1.99

9.26 9.26 9.26 9.26 9.26 9.26 9.69

TOTAL

7.65 68."2

5 12 1 1 1 1 1 1 1 1

8.99 1.8 5. >.99 (.12 8.28 6.5 11.69

9.69 9.69 9.69 9.69 9.69 9.69 9.69 9.69

9.28 9.1 9.29 9.29 9.29 9.29 9.29 9.29 9.29 9.29

1.19 2.26 9.89 9.29 9.69 9.>9 9.(1 9.8( 9.66 1.16

1 1 1.(8

5.(9 11.69

9.69 9.69

9.29 9.29 9.29

9.5( 1.16 9.28

1 1 1 1

2.1 1.72 1.8 1.8

9.26 9.26 9.26 9.26

9.29 9.29 9.29 9.29

9.16 9.98 9.19 9.19

1 1

2.68 9.89

9.26 9.26

9.29 9.29

9.1( 9.95 19.85 13.4

CANT. 5 12 1 1 1 1 1 1 1 1 1 1 1.(8 1 1 1 1 1 1

LARGO

ANC?O

8.99 1.8 5. >.99 (.12 8.28 6.5 11.69 5.(9 11.69

9.69 9.69 9.69 9.69 9.69 9.69 9.69 9.69 9.69 9.69

2.1 1.72 1.8 1.8 2.68 9.89

9.26 9.26 9.26 9.26 9.26 9.26

ALTURA

SUB TOTAL

9.15 9.9 9.19 9.19 9.19 9.19 9.19 9.19 9.19 9.19 9.19 9.19 9.19

9.66 1.1( 9.59 9.19 9.26 9.(6 9.17 9.51 9.2> 9.68 9.22 9.68 9.15

9.19 9.19 9.19 9.19 9.19 9.19

9.9> 9.95 9.96 9.96 9.97 9.92

TOTAL

6.52 8.2

<3.36 9.19

.8 11.9 6.9>

.<

CANT.

LARGO

ANC?O

ALTURA

SUB TOTAL

1 1 1 1 1 1 1 1 1 1 1.(8

8.99 1.8 5. >.99 (.12 8.28 6.5 11.69 5.(9 11.69

9.69 9.69 9.69 9.69 9.69 9.69 9.69 9.69 9.69 9.69

9.>9 9.>9 9.>9 9.>9 9.>9 9.>9 9.>9 9.>9 9.>9 9.>9 9.>9

2.89 9.7 1.>5 2.56 1.9 2.9 1.2 5.9( 1.61 5.9( 9.>

25.12

9.69

9.19

12.97

1.29 1.99

1.29 1.99

9.19 9.19

6.>7 12.99

5 12

TOTAL

24.12 12.8

1<.<8

1 1 1

>.56 6.95 >.1(

9.16 9.16 9.16

9.59 9.59 9.59

9.56 9.(9 9.5(

1 1 1 1 1 1 1

(.19 5.(9 (.55 16.82 (.99 16.82 9.(6

9.16 9.16 9.16 9.16 9.16 9.16

9.59 9.59 9.59 9.59 9.59 9.59 9.59

9.1 9.27 9.21 9.6 9.18 9.6 9.15 4.4

2 2 2 2

>.56 6.95 >.1( (.19

CANT.

LARGO

2 2 2 2 2 2

5.(9 (.55 16.82 (.99 16.82 9.(6

ANC?O

9.69 9.69 9.69 9.69

>.56 6.95 >.1( (.19

ALTURA

SUB TOTAL

9.69 9.69 9.69 9.69 9.69 9.69

5.(9 (.55 16.82 (.99 16.82 9.(6

TOTAL

8.44

5 12

1.29 1.99

1.29 1.99

9.69 9.69

2.88 7.99 6.66

1 1 1 1 1 1

2.1 1.72 1.8 1.8 2.68 9.89

9.26 9.26 9.26 9.26 9.26 9.26

9.59 9.59 9.59 9.59 9.59 9.59

9.2 9.17 9.29 9.29 9.27 9.98 1.1"

2 2 2 2 2 2

2.1 1.72 1.8 1.8 2.68 9.89

9.69 9.69 9.69 9.69 9.69 9.69

2.1 1.72 1.8 1.8 2.68 9.89

11.68

CANT.

LARGO

ANC?O

ALTURA

SUB TOTAL

( 1 11 1 (

9.26 9.26 9.26

9.26 9.96 9.26 9.96 9.16

(.>9 (.>9 (.>9 (.>9 (.>9

9.7 9.1 2.65 9.1 9.52

( 

9.26 9.26

9.26 9.26

2.79 2.79

9.5 1.57

( 7

9.26 9.26

9.26 9.26

2.79 2.79

9.5 9.8

TOTAL

<.44 12 1 55 1 12

9.26 9.> 9.26 9.> 9.16

(.>9 (.>9 (.>9 (.>9 (.>9

11.19 2.9 59.>9 2.9 7.77

12

9.26

(.>9

11.19

(7

9.26

(.>9

((.(9

12 25

9.26 9.26

(.>9 (.>9

11.19 22.29 141."<

11 2 ( ( 2

(.29 5.1( 5.25 5.( 5.5(

9.29 9.29 9.29 9.29 9.29

9.59 9.59 9.59 9.59 9.59

2.82 9.77 1.92 1.96 9.>1

CANT.

LARGO

ANC?O

ALTURA

SUB TOTAL

7 5 ( 1 2 1 1 1 2

5.96 7.29 (.69 15.5 19.89 29.76 16.66 5.29 11.>7

9.26 9.26 9.26 9.26 9.26 9.16 9.16 9.16 9.19

9.29 9.29 9.29 9.29 9.29 9.29 9.29 9.29 9.29

1.22 1.25 9.6( 9.>6 1.98 9.72 9.5> 9.1( 9.5>

TOTAL

12.< 1 2 1 2 1 2 1 2

>8.1 >8.1 7.15 7.15 59.59 59.59 2(.6( 2(.6(

9.29 9.59 9.26 9.29 9.16 9.29 9.19 9.29

16.75 72.66 25.95 (8.57 7.97 17.17 2.(6 .51 1<4.8<

>9.56 78.>9 2>.12 8.((

9.29 9.29 9.29 177.2>

15.9 1(.>5 6.52 ((.26 1(86.9( 9.91 18.>9 14.8

>9.56 78.>9 2>.12 188.2< CANT.

LARGO

2 2 2

ANC?O

AREA

SUB TOTAL

1.99 1.(9 1.99

9.59 9.>9 9.72

9.89 1.82 1.25

TOTAL

3.68 1 6

9.1> 1.99

1.99 9.1>

9.1> 9.86

1 1 >

1.(9 1.86 1.(9

1.96 1.(9 9.1>

1.(> 2.51 1.66

1 1 6

1.(9 9.> 1.99

1.99 1.99 9.1>

1 6

9.> 1.99

1.99 9.1>

1.(9 9.> 9.86 9.99 9.> 9.86

1 1

1.(9 1.86

1.96 1.(9

1.(> 2.51

>

1.(9

9.1>

1.66

1 1 6

1.(9 9.> 1.99

1.99 1.99 9.1>

1.(9 9.> 9.86 1".<1

1 1

2.99 2.99

9.16 9.16

2.16 1.86

9.76 9.67

CANT.

LARGO

ANC?O

ALTURA

SUB TOTAL

1 1

2.29 2.29

9.16 9.16

2.99 1.>9

9.77 9.67

TOTAL

2.42 1 1 1 1 1

2.22 2.22 1.>9 1.>9 6.6

1.66 1.>6 1.66 1.>6 5.26

(.55 (.8 2.75 2.8 2(.(8 38.31

ELEMENTO DENOMINACION PARTIDA .2.3 ACERO EN APATAS

DISE@O DE ACERO VECES

DETALLE

DIAM.

REFUERZO E ZAPATA Z410 ACERO OITU:IA Y TRASVERSA

5

12

REFUERZO E ZAPATA Z420 ACERO OITU:IA Y TRASVERSA

12

12

OITU: TOTA PESO UITARIO PESO PARCIA PESO TOTAL

JMK JMK JK G

PARTIDA .3.3 ACERO EN VIGAS DE CIMENTACIÓN -ar&a+l .

REFUERZO E VIA :E CIMETACI VC 4 1910 ACERO OITU:IA

1

9.1 6

9.1 6

12

9.19

REFUERZO E VIA :E CIMETACI VC 4 1910 ESTRIBOS

1

9.(1

(8

9.1



ELEMENTO DENOMINACION PARTIDA .<.3 ACERO EN COLUMNAS


DETALLE

DIAM.

115

(8

1((

(8

(7

(8

75

68

C1

C2

C(

COUMAS :E 68

OITU: TOTA PESO UITARIO PESO PARCIAL

JMK JMK G

ELEMENTO DENOMINACION

COUMAS :E 12

REFUERZO TRASVERSA E COUMA C 4 10 ESTRIBOS J:l $r&mr $&!% a la a/%taK


DETALLE

DIAM.

8

9.19

(

(8

9.1 9.1

REFUERZO TRASVERSA E COUMA C 4 10 ESTRIBOS

1

(8

9.19

REFUERZO TRASVERSA E COUMA C 4 20 ESTRIBOS J:l

(

(8

$r&mr $&!% a la a/%taK

(

9.1

(8 9.1




REFUERZO TRASVERSA E COUMA C 4 20 ESTRIBOS


DETALLE

1

DIAM.

(8

9.976

REFUERZO TRASVERSA E COUMA C 4 (0 ESTRIBOS J:l $r&mr $&!% a la a/%taK

5

15

9.1 9.9 



ELEMENTO DENOMINACION PARTIDA .6..3 ACERO EN VIGAS


DETALLE

DIAM.

2

12 -ar&a+l .

REFUERZO E VIA VP 4 1910 ACERO OITU:IA

9.( 6

9.( 6

5

REFUERZO E VIA V4A0 ACERO OITU:IA

68

-ar&a+l .

5

9.2 9

9.2 9

REFUERZO E VIA V4S0 ACERO OITU:IA

5

12

-ar&a+l . 9.2 9

9.2 9

12

-ar&a+l.

REFUERZO E VIA V4S0 ACERO OITU:IA

2 2

9.29

9.29

OITU: TOTA PESO UITARIO PESO PARCIA

JMK JMK JK

12 12



DETALLE

DIAM.

9.19

REFUERZO TRASVERSA E VIA VP 4 1910 ESTRIBOS

1

9.(5

(8

9.1

REFUERZO TRASVERSA E VIA V 4 A0 ESTRIBOS

9.19

1

(8

9.15 9.1

9.976

REFUERZO TRASVERSA E VIA V 4 S0 ESTRIBOS

1

15

9.15 9.9 

REFUERZO TRASVERSA E VIA V4S0 ESTRIBOS

1


15


ELEMENTO DENOMINACION PARTIDA .".2.3 ACERO EN LOSA ALIGERADA


DETALLE

1

ACERO E OSA0 VIUETAS ETRE EE A4B :E PRIMER PISO

DIAM.

12

-ar&a+l .

1

12

9.2 9

1

12

1

12

ACERO E OSA0 VIUETAS ETRE EE B4C :E PRIMER PISO 1

-ar&a+l . 9.2 9

12

ACERO E OSA0 VIUETAS ETRE EE A4B :E SEU:O PISO

1

OITU: TOTA PESO UITARIO PESO PARCIA

12

JMK JMK JK

ELEMENTO

DISE@O DE ACERO

DENOMINACION

VECES

ACERO E OSA0 VIUETAS ETRE EE A4B :E SEU:O PISO

1

DETALLE

-ar&a+l .

DIAM.

12

9.2 9

1

12

ACERO E OSA0 VIUETAS ETRE EE B4C :E SEU:O PISO 1

-ar&a+l . 9.2 9

1

12 -ar&a+l .

ACERO E OSA0 VIUETAS ETRE EE A4B :E AZOTEA 1

12

9.2 9

1 1 4

12

12 12 -ar&a+l

0

4

.

1 1

12 12

9.2 9



ELEMENTO DENOMINACION PARTIDA .1.3 ACERO EN ESCALERA


DETALLE

DIAM.

1 1

12 12

1 1

12 12

2

12

2

12

2

12

REFUERZO :E PRIMER TRAMO :E 1G PISO A A AZOTEA

2 OITU: TOTA PESO UITARIO PESO PARCIA

12 JMK JMK JK



DETALLE

DIAM.

2

12

2

12

2

12

2

12

2

12

2 2

12 12

REFUERZO :E SEU:O TRAMO :E 1G PISO A A AZOTEA

REFUERZO :E TERCER TRAMO :E 1G PISO A A AZOTEA

2 OITU: TOTA PESO UITARIO PESO PARCIA PESO TOTAL

12 JMK JMK JK G

ELEMENTO DENOMINACION PARTIDA .11.2.3 ACERO EN CISTERNAS


DETALLE

DIAM.

1

12

1

12

1

12

1

12

1

(8

REFUERZO OITU:IA Y TRASVERSA E CISTERA

12 12 (8 (8

1



CANTIDAD

LONGITUD SEGN DIMETRO

LONGITUD

PARCIAL

TOTAL

14

1.96

12

58

69.5

9.86

19

129

192 9.99 9.26 9.99

6.19 5.59 2.76 5.29 5.29 5.29

1.(

7.99

7.99

27.99 22.99 17.99 22.99

27.99 22.99 17.99 22.99

36

9.99 9.67 9.99

12

162.59 9. 161.5 11.4"

(9.79 27.59 16.9 26.29 26.29 26.29 (7.15 (9.68 22.25 (9.68

6

9.99 1.66 9.99

34

9.99 2.25 9.99

1

9.99 9.99 9.99

22.99 2(.99

22.99 2(.99

(9.68 (1.> 9.99 9.26 9.99

182.9 9.67 191.>

158.69 9. 15>.71 24".6

9.99 1.66 9.99

9.99 2.25 9.99

9.99 9.99 9.99

CANTIDAD


LONGITUD

PARCIAL

TOTAL

14

36

12

9.7

19.55

12.62

9.7

12>.78

15.71

16 VARIAS

9.87

(9.7

(.65

5 VARIAS

2(2.8(

26.8>

1( VARIAS

27 VARIAS

6

34

1

9.99 9.26 9.99

9.99 9.67 9.99

9.99 9. 9.99 9.99

9.99 1.66 9.99

9.99 2.25 9.99

9.99 9.99 9.99

CANTIDAD TOTAL


LONGITUD

PARCIAL

14

36

(.59

2>.29

9.7

77.99

18.99

19.98

9.77

77.99

77.99

5(.65

9.7

77.99

18.99

19.98

12

(.1>

6

34

1

9.7

26.99

>6.99

>2.99

9.99 9.26 9.99

56.>9 9.67 2>>.6

(.1> 9. (.16 289.>6

9.99 1.66 9.99

9.99 2.25 9.99

9.99 9.99 9.99

CANTIDAD


LONGITUD

PARCIAL

TOTAL

14

9.77

26

26

17.6

9.7

26

199

7

9.99 9.26 9.99

36

86.69 9.67 5>.88

12

9.99 9. 9.99 326.83

6

9.99 1.66 9.99

34

9.99 2.25 9.99

1

9.99 9.99 9.99

CANTIDAD


LONGITUD

PARCIAL

TOTAL

14

36

12

5.(5 6.2> 6.(8 6.6( 6.6>

11.99 2.99 (.99 (.99 2.99

22.99 5.99 7.99 7.99 5.99

5.(5 6.2> 6.(8 6.6( 6.6>

11.99 2.99 (.99 (.99 2.99

55.99 8.99 12.99 12.99 8.99

1.25 >.89 (.19 2.96 (.>9 11.(6 8.59 (.9

8.99 7.99 5.99 2.99 1.99 2.99 1.99 1.99

(2.99 25.99 17.99 8.99 5.99 8.99 5.99 5.99

(.78 18>.29 5.79 17.59 15.89 9.89 ((.79 16.79

8.19 2.(6 6.19 (.79

2.99 5.99 (.99 1.99

8.99 17.99 12.99 5.99

75.89 (>.79 71.29 15.59

6

6.58 21.98 (2.28 ((.18 22.28 19.7 52.17 75.67 77.(7 55.67

34

1

2.(9

1.99

5.99

.29

8.99 5.6

2.99 2.99

5.99 5.99

(2.99 1.> 9.99 9.26 9.99

9.99 9.67 9.99

89.> 598.79 9. 1.66 886.7( 7(5.16 161.>>

9.99 2.25 9.99

9.99 9.99 9.99

CANTIDAD


LONGITUD

PARCIAL

TOTAL

14

1.27

22.99 2>.99 28.99 28.99 2.99

22.99 2>.99 28.99 28.99 2.99

2>.>2 (5.92 (6.28 (6.28 (7.65

9.87

8.99 52.99 29.99 15.99 22.99 71.99 55.99 22.99

8.99 52.99 29.99 15.99 22.99 71.99 55.99 22.99

7.88 (7.12 1>.29 12.95 18.2 62.57 (>.85 18.2

9.57

56.99 15.99 28.99 21.99 16.99

56.99 15.99 28.99 21.99 16.99

29.>9 7.55 12.88 .77 7.9

36

12

6

34

1

9.(2

56.99 2>.99

56.99 2>.99

15.59 8.75 >.72 9.26 1.>6

(7.22 9.67 297.>7

9.99 9. 9.99 1<48.26

9.99 1.66 9.99

9.99 2.25 9.99

9.99 9.99 9.99

CANTIDAD


LONGITUD

PARCIAL

TOTAL

14

36

12

11.89 (.>6 5.69

5.99 >.99 7.99

5.99 >.99 7.99

5>.29 27.26 2>.99

1.9 2.16 1.9 1.19 1.29 2.16

5.99 5.99 >.99 >.99 7.99 7.99

5.99 5.99 >.99 >.99 7.99 7.99

>.79 8.79 1(.(9 >.>9 >.29 12.9

2.66 2.86

5.99 5.99

5.99 5.99

19.29 11.59

11.29 2.66 2.86

8.99 8.99 8.99

8.99 8.99 8.99

8.79 29.59 22.89

1.29 2.16

8.99 8.99

8.99 8.99

.79 1>.29

11.89

5.99

5.99

5>.29

6

34

1

2.66 2.86 (.>6 1.19 5.69

5.99 5.99 >.99 >.99 7.99

5.99 5.99 >.99 >.99 7.99

19.29 11.59 27.26 >.>9 2>.99 9.99 9.26 9.99

9.99 9.67 9.99

578.>9 9. 576.8 576.8

9.99 1.66 9.99

9.99 2.25 9.99

9.99 9.99 9.99

CANTIDAD


LONGITUD

PARCIAL

TOTAL

14

36

12

1.9 2.16 1.9 1.29 2.16

5.99 5.99 >.99 7.99 7.99

5.99 5.99 >.99 7.99 7.99

>.79 8.79 1(.(9 >.29 12.9

11.29 2.66 2.86

8.99 8.99 8.99

8.99 8.99 8.99

8.79 29.59 22.89

1.29 2.16

8.99 8.99

8.99 8.99

.79 1>.29

(.6

5.99

5.99

16.89

1.29

5.99

5.99

5.89

8.69 2.86

8.99 8.99

8.99 8.99

78.99 22.89

6

34

1

1.29 2.16

8.99 8.99

8.99 8.99

.79 1>.29 9.99 9.26 9.99

9.99 9.67 9.99

(5>.59 9. (56.(2 611.2

9.99 1.66 9.99

9.99 2.25 9.99

9.99 9.99 9.99

CANTIDAD


LONGITUD

PARCIAL

TOTAL

14

36

12

1.66 1.66

6.99 6.99

6.99 6.99

>.>6 >.>6

1.(6 1.(6

6.99 6.99

6.99 6.99

7.>6 7.>6

2.26

6.99

19.99

22.69

1.>9

6.99

19.99

1>.99

1.26

6.99

19.99

12.69

6

3 4

1

9.6

8.99

17.99

16.29 9.99 9.26 9.99

9.99 9.67 9.99

7.29 9. 6.72 6.72

9.99 1.66 9.99

9.99 2.25 9.99

9.99 9.99 9.99

CANTIDAD


LONGITUD

PARCIAL

TOTAL

14

36

12

(.6

>.99

15.99

66.(9

1.26

.99

18.99

22.69

(.>9

6.99

19.99

(>.99

1.>9

6.99

19.99

1>.99

1.19

6.99

19.99

11.99

1.79 2.96

6.99 6.99

19.99 19.99

17.99 29.69

6

3 4

1

9.6

1>.99

(5.99

(2.(9 9.99 9.26 9.99

9.99 9.67 9.99

211.79 9. 219.(( 3."

9.99 1.66 9.99

9.99 2.25 9.99

9.99 9.99 9.99

CANTIDAD


LONGITUD

PARCIAL

TOTAL

14

36

2.86

.99

.99

26.76

2.86

.99

.99

26.76

6.19

.99

.99

56.9

5.86

.99

.99

5(.76

2.(9 (.16 (.16 (.56

11.99 19.99 8.99 11.99

11.99 19.99 8.99 11.99

26.(9 (1.69 26.29 (>.6

12

6

34

1

Casa Pradera

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