P.C. Centro Lomas.xlsx

7/23/2019 P.C. Centro Lomas.xlsx

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Chart Title



NUMEROS GENEOBRA: CONSTRUCCION DE 10 CASAS

CALLE SAN ANDRES

CONCEPTOUBICACION UNIDAD LARGO

EJE TRAMO




CALLE SAN ANDRES


EJE TRAMO



ADORES HOJA No 1.E CONDOMINIO (UNE)

UBICACIÓN AV. DE LOS FRESNOS 3411, SAN ANDRES COLULA

PARTIDA

ANCHO ALTO PZAS SUBTOTAL TOTAL





PARTIDA




NUMEROS GENERADORES

OBRA: EDIFICIO DE!ARTAMENTA

COPATERRA

CONTRATISTAIN". "a#le$ Da%ia$ C&$trera'

CONCEPTO

UBICACION

LONG. N. ELEM.EJE TRAMO TIPO

CUERPO 2Acero en Col!n"#C1 (*ir*#lar ) +#$*haa - .40 13.00 14.00

C1 (*ir*#lar ) +#$*haa - 1/.40 1.00 14.00

C1 (*ir*#lar ) +#$*haa - 0.0 1.00 14.00

Znc$o +#$*h& 4 0.0 12.00 2-2.0

Acero en Col!n"#C (*ir*#lar ) ( *3 *4) +#$*haa - 1/.40 .00 1-.00

C (*ir*#lar ) +#$*haa - 0.0 1.00 1-.00

C (*ir*#lar ) +#$*haa - .40 1.00 1-.00

C (*ir*#lar ) 12.00 +#$*haa - /.20 1.00 1-.00

Znc$o 1.00 +#$*h& 4 0.0 1.00 /2.0

Acero en Col!n"# /.00

C2 C#araa - .40 4.00 14.00

C2 ( * */) C#araa - 1/.40 4.00 14.00

C2 ( */) 10.00 C#araa - 0.0 .00 14.00

E#%r&'o#C2 e'tri& 3 3.- 4.00 3.00

C2 e'tri& 3 .0 4.00 3.00

CANT. D

(ARILL



C2 e'tri& 3 .14 4.00 3.00

C2 ( * */) e'tri& 3 3.- 4.00 1.0

C2 ( * */) e'tri& 3 .0 4.00 1.0

C2 ( * */) e'tri& 3 .14 4.00 1.0

C2 ( */) e'tri& 3 3.- .00 14-.0

C2 ( */) e'tri& 3 .0 .00 14-.0

C2 ( */) e'tri& 3 .14 .00 14-.0

Acero en Col!n"#C- C#araa 1 1/.40 .00 -.00

C- C#araa - 1/.40 .00 4.00C- C#araa 1 0.0 .00 -.00

C- C#araa - 0.0 .00 4.00

C- (*11) C#araa 1 1/.40 3.00 -.00

C- (*11) C#araa - 1/.40 3.00 4.00

C- (*11) C#araa 1 0.0 1.00 -.00

C- (*11) C#araa - 0.0 1.00 4.00

C- (*11) C#araa 1 .40 .00 -.00

C- (*11) C#araa - .40 .00 4.00

C- C#araa 1 .40 1.00 -.00

C- .00 C#araa - .40 1.00 4.00

E#%r&'o#C- e'tri& 3 3.- .00 1.0

C- e'tri& 3 .0 .00 1.0C- e'tri& 3 .14 .00 1.0

C- e'tri& 3 3.- 1.00 3.00

C- e'tri& 3 .0 1.00 3.00

C- e'tri& 3 .14 1.00 3.00

C- e'tri& 3 3.- .00 14-.0

C- e'tri& 3 .0 .00 14-.0

C- e'tri& 3 .14 .00 14-.0

Acero en Col!n"#C14 C#araa 1 13.40 .00 1-.00

E#%r&'o#



C14 e'tri& 4 3.- .00 3.00

C14 e'tri& 4 .0 .00 3.00

C14 e'tri& 4 .14 .00 3.00

C14 e'tri& 4 .14 .00 3.00

Acero en Col!n"#C12 C#araa 1 0.0 1.00 0.00

C12 C#araa 1 1.0 2.00 0.00

C12 -.00 C#araa 1 4.0 .00 0.00

E#%r&'o#

C12 e'tri& 4 4.14 1.00 14-.0C12 e'tri& 4 3.1- 1.00 14-.0

C12 e'tri& 4 3.1- 1.00 14-.0

C12 e'tri& 4 4.14 2.00 11.0

C12 e'tri& 4 3.1- 2.00 11.0

C12 e'tri& 4 3.1- 2.00 11.0

C12 e'tri& 4 4.14 .00 .00

C12 e'tri& 4 3.1- .00 .00

C12 e'tri& 4 3.1- .00 .00

Acero en Col!n"#C1 C#araa 1 1/.40 2.00 1.00

C1 C#araa 1 .40 1.00 1.00

C1 -.00 C#araa 1 2.30 .00 1.00

E#%r&'o#C1 e'tri& 4 4.14 2.00 1.0

C1 e'tri& 4 3.1- 2.00 1.0

C1 e'tri& 4 3.1- 2.00 1.0

C1 e'tri& 4 4.14 .00 .00

C1 e'tri& 4 3.1- .00 .00

C1 e'tri& 4 3.1- .00 .00

C1 e'tri& 4 4.14 1.00 3.00

C1 e'tri& 4 3.1- 1.00 3.00

C1 e'tri& 4 3.1- 1.00 3.00

Acero en Col!n"#



C1/ C#araa 1 13.40 .00 .00

E#%r&'o#C1/ e'tri& 4 4.14 .00 3.00

C1/ e'tri& 4 3.1- .00 3.00



C1/ e'tri& 4 3.1- .00 3.00

C1/ e'tri& 4 3.1- .00 3.00

CUERPO 1Acero en Col!n"#C1 (*ir*#lar ) .00 +#$*haa - 1/.40 .00 14.00

Znc$o+#$*h& 4 0.0 .00 3.0

Acero en Col!n"#C (*ir*#lar ) +#$*haa 1 .40 .00 1.00

C (*ir*#lar ) 2.00 +#$*haa 1 1/.40 3.00 1.00

Znc$oC (*ir*#lar ) +#$*h& 4 0.0 .00 /2.00

C (*ir*#lar ) +#$*h& 4 0.0 3.00 3.0

Acero en Col!n"#C3 C#araa 1 .40 1.00 .00

C3 4.00 C#araa 1 13.40 3.00 .00

E#%r&'o#C3 e'tri& 4 3./3 1.00 34.00

C3 e'tri& 4 .-/ 1.00 34.00

C3 e'tri& 4 ./ 1.00 34.00

C3 e'tri& 4 ./ 1.00 34.00C3 e'tri& 4 3./3 3.00 /0.00

C3 e'tri& 4 .-/ 3.00 /0.00

C3 e'tri& 4 ./ 3.00 /0.00

C3 e'tri& 4 ./ 3.00 /0.00

Acero en Col!n"#C4 C#araa 1 1/.40 1.00 1.00

C4 C#araa 1 13.40 1.00 1.00

C4 C#araa 1 1.30 1.00 1.00

C4 .00 C#araa 1 2.30 3.00 1.00

E#%r&'o#



C4 e'tri& 4 3./3 1.00 143.0

C4 e'tri& 4 .-/ 1.00 143.0C4 e'tri& 4 .-/ 1.00 143.0

C4 e'tri& 4 3./3 1.00 10/.0

C4 e'tri& 4 .-/ 1.00 10/.0

C4 e'tri& 4 .-/ 1.00 10/.0

C4 e'tri& 4 3./3 1.00 .00

C4 e'tri& 4 .-/ 1.00 .00

C4 e'tri& 4 .-/ 1.00 .00

C4 e'tri& 4 3./3 3.00 3.00

C4 e'tri& 4 .-/ 3.00 3.00

C4 e'tri& 4 .-/ 3.00 3.00

Acero en Col!n"#C2 C#araa 1 1/.40 -.00 1.00

C2 C#araa 1 2.30 1.00 1.00E#%r&'o# .00

C2 e'tri& 4 3./3 -.00 .00

C2 e'tri& 4 .-/ -.00 .00



C2 e'tri& 4 ./ -.00 .00

C2 e'tri& 4 3./3 1.00 .00

C2 e'tri& 4 .-/ 1.00 .00

C2 e'tri& 4 ./ 1.00 .00

TOTALES

CERO EN MURO PERIMETRAM#r& E5e 1 Verti*al&le 4 4./0 .00 4.0

&ri6&$tal&le 4 33.2 .00 4.00

M#r& E5e A Verti*al&le 4 4./0 .00 311.0

&ri6&$tal&le 4 4.2 .00 4.00

M#r& E5e " Verti*al&le 4 4./0 .00 3/.0

&ri6&$tal&le 4 4.11 .00 4.00

M#r& E5e Verti*al&le 4 4./0 .00 1.00

&ri6&$tal&le 4 13. .00 4.00

M#r& E5e -7 Verti*al&le 4 4./0 .00 2.00

&ri6&$tal&le 4 14. .00 4.00

M#r& E5e 47 Verti*al&le 4 4./0 .00 113.0

&ri6&$tal&le 4 1.4 .00 4.00

M#r& E5e 10 Verti*al&le 4 4./0 .00 12.0

&ri6&$tal&le 4 .- .00 4.00

M#r& E5e I Verti*al&le 4 4./0 .00 1.00



&ri6&$tal&le 4 2.0 .00 4.00

M#r& E5e 1 Verti*al&le 4 4./0 .00 -.00

&ri6&$tal&le 4 10.0 .00 4.00

M#r& E5e Verti*al&le 4 4./0 .00 04.0

&ri6&$tal&le 4 30.22 .00 4.00

M#r& E5e A7 Verti*al&le 4 4./0 .00 13.0

&ri6&$tal&le 4 .00 .00 4.00

TOTALES

ACERO EN ZAPATA CORRIDA

M#r& E5e - CORTO .40 1.00 /

LON"ITUDINAL 14.- 1.00

M#r& E5e 47 CORTO .40 1.00 -2

LON"ITUDINAL 1/.40 1.00

M#r& E5e 10 CORTO .40 1.00 112

LON"ITUDINAL 3.4 1.00

M#r& E5e I CORTO .40 1.00 130

LON"ITUDINAL .4 1.00

M#r& E5e 1 CORTO .40 1.00 21

LON"ITUDINAL 10.-0 1.00

M#r& E5e CORTO .40 1.00 123



LON"ITUDINAL 31.12 1.00

M#r& E5e A7 CORTO .40 1.00 40

LON"ITUDINAL .0 1.00

M#r& E5e CORTO - 3.0 1.00 -

LON"ITUDINAL - 14. 1.00 1

TOTALES

ACERO EN CONTRATRABE

M#r& E5e - ESTRI8O 4 .4 1.00 /

LON"ITUDINAL 4 14. 1.00

LON"ITUDINAL - 14. 1.00 -

M#r& E5e 47 ESTRI8O 4 .4 1.00 -2

LON"ITUDINAL 4 1.4 1.00

LON"ITUDINAL - 1.4 1.00 -

M#r& E5e 10 ESTRI8O 4 .4 1.00 112

LON"ITUDINAL 4 .- 1.00

LON"ITUDINAL - .- 1.00 -

M#r& E5e I ESTRI8O 4 .4 1.00 130

LON"ITUDINAL 4 2.- 1.00

LON"ITUDINAL - 2.- 1.00 -

M#r& E5e 1 ESTRI8O 4 .4 1.00 21



M#r& E5e ESTRI8O 4 .4 1.00 123



LON"ITUDINAL 4 30.22 1.00

LON"ITUDINAL - 30.22 1.00 -

M#r& E5e A7 ESTRI8O 4 .4 1.00 40

LON"ITUDINAL 4 .00 1.00

LON"ITUDINAL - .00 1.00 -

M#r& E5e ESTRI8O 4 .4 1.00



TOTALES

ACERO EN DADOSM#r& E5e -,47,10,I,1,.A7, ESTRI8O 4 4./- /.00 2

ESTRI8O 4 .44 /.00 2

ESTRI8O 4 .44 /.00 2

Verti*al - 1.0 /.00 1

TOTALES



HOJA No 1.

UBICACIÓNLATERAL NORTE RECTA COLULA LAS CUM8RESN&. 0/

PARTIDA ACERO

2 ) * + , - 1 12194 :: 39- :: 19:: 29-:: 394:: 1; 1 194; 1 19;

0.21 0.2 0. 1.2/ .23 3./3 .2 -.4

4,/./2

/.-

1,142.-1

/,-34.3

11,1.0

1,4/3.1

42/.

23.3

/,31.-

1,43.

3,-/1.

,1.3

-.24

/.14



1-.2

-.3

/10.23

2-4.-

243.

430.-

324./3

,4-.4

223.04,4/.

24./2

3,/34.1

-.2

1,4/3.

3/.3-

12.

03.4

-.

101./1

44-.1-

322..41

/1.4

2./-

4./4

243.

430.-

324./3

4,313.



02.0

4/./3

34.-

34.-

3,-4.1

14,-43./

1,20.

0/.-4.-/

4.-/

,443.2

1,-/.

1,-/.

13.2

14.04

14.04

1,44/.

12.

1,21.2

,202.0

1,4.-

1,4.-

3-.0

1-.

1-.

10.1/

13.03

13.03



2,/.

/3.--

2-./2



2-./2

2-./2

2,-0.4

1,4./-

1,3/3.4

2,01.

133.

1.3

1,2.0

/,0-.3

12.-1

.-0

0.02

0.02///.03

2/.--

22.1

22.1

,4-.4

1,1/.1

1,/2./

,/4.-



2.1

40/.1340/.13

32.

304.3

304.3

3.3

-1.-

-1.-

3.

30/.4-

30/.4-

14,3./

2-./

,-41./

,1-.23



,034.1

.0

/4.0

-.-

,/-22.1) +1/+02.* ),/*1.)+ 0,/)).)

,0--./

1,0.-

,00.01

,1.

3,04.1

,33-.4

-4-.2

21.-

--2.-

-0.43

1,023./0

-0.

1,41/.3/

1,0--.20

-4-.2



1,1-./

34.0

4-2.-

1,0.

1,424./

2,/1.10

4,3-0./

)-/2).-,

3-.3

301.

42.1

32.-

1.-3

4/2./0

/0.4

23.23

/2.//

1-.

-/.30



31.3

,4-/.31

1,-//.2

1,42.3

33.-1

1/1+0.)2 2/10.+

1/2./0

-2.02

424.1

0/.43

100.-3

23-.4

-0.4

13.0

/.2-

31/.4

123.

-1.3

14.4

1.0/

3.10

3/3.3/



1-1.-3

/1.00

1,1.22

24/.2-

,4.13

1-.3-

-1.4-

432.1

*/11.+0 /10.*0

40.14

3./

3./

,02.0

1/20)., 2/+0.,



0



OBRA:

CONCEPTOUBICACIÓN

EJE TRAMO

CONCRETO EN COLUMNAS

C1 (*ir*#lar )

C1 (*ir*#lar )

C1 (*ir*#lar )

C (*ir*#lar ) ( *3 *4)

C (*ir*#lar )C (*ir*#lar )

C (*ir*#lar )

C2 *#araa

C2 ( * */) *#araa

C2 ( */) *#araa

C-

C-

C-

C-

C- (*11) *#araaC- (*11) *#araa

C- (*11) *#araa

C- (*11) *#araa

C- (*11) *#araa

C- (*11) *#araa

C- *#araa

C- *#araa

C14 *#araa

C12 *#araa

C12 *#araa

C12 *#araa

C1 *#araa

C1 *#araa

C1 *#araa

C1/ *#araa

CONCRETO EN COLUMNAS



OBRA:

CONCEPTOUBICACIÓN

EJE TRAMO

C1 (*ir*#lar )

C (*ir*#lar )

C (*ir*#lar )

C3 *#araa

C3 *#araa

C4 *#araa

C4 *#araa

C4 *#araa

C4 *#araa

C2 *#araa

C2 *#araa



NUMEROS GENERADORES!LA+A COMERCIAL CENTRO LOMAS

UBICACIÓN LOMAS DE AN

PARTIDA

UNIDAD LARGO ANCHO ALTO PZAS.

CUERPO 2M3 3.141<42<42 = 0.4 2.20 13.00

M3 0.4 1.20 1.00

M3 0.4 1./0 1.00

M3 3.141<42<42 = 0.4 1.20 .00

M3 0.4 1./0 1.00M3 0.4 2.20 1.00

M3 0.4 .0 1.00

M3 0.0 0./0 2.20 4.00

M3 0.0 0./0 1.20 4.00

M3 0.0 0./0 1./0 .00

M3 0.0 0./0 1.20 .00

M3 0.0 0./0 1.20 .00

M3 0.0 0./0 1./0 .00

M3 0.0 0./0 1./0 .00

M3 0.0 0./0 1.20 3.00M3 0.0 0./0 1.20 3.00

M3 0.0 0./0 1./0 1.00

M3 0.0 0./0 1./0 1.00

M3 0.0 0./0 2.20 .00

M3 0.0 0./0 2.20 .00

M3 0.0 0./0 2.20 1.00

M3 0.0 0./0 2.20 1.00

M3 0.0 0./0 1.20 .00

M3 0.0 0./0 1./0 1.00

M3 0.0 0./0 12./0 2.00

M3 0.0 0./0 4.0 .00

M3 1.00 1.00 1.20 2.00

M3 1.00 1.00 2.20 1.00

M3 1.00 1.00 2.30 .00

M3 1.00 1.00 1.20 .00

CUERPO 1



NUMEROS GENERADORES!LA+A COMERCIAL CENTRO LOMAS

UBICACIÓN LOMAS DE AN

PARTIDA

UNIDAD LARGO ANCHO ALTO PZAS.

M3 3.141<42<42 = 0.4 1.20 .00

M3 3.141<42<42 = 0.4 2.20 .00

M3 0.4 1.20 3.00

M3 0.0 0.0 2.20 1.00

M3 0.0 0.0 1.20 3.00

M3 0.0 0.0 1.20 1.00

M3 0.0 0.0 1.20 1.00

M3 0.0 0.0 1.30 1.00

M3 0.0 0.0 2.30 3.00

M3 0.0 0.0 1.20 -.00

M3 0.0 0.0 2.30 1.00



HOJA No 1.

"ELO!OLIS

SUBTOTAL TOTAL

42./

10.2

1.1

2.04

1.13.2

4.

13.-

41.2-

4.-

0./

0./

4.-

4.-

31.131.1

1.41

1.41

.3

.3

3.4/

3.4/

12./2

1.41

4.4

2.

-.20

2.20

10.0

2.00

,)*.



HOJA No 1.

"ELO!OLIS

SUBTOTAL TOTAL

3.3

/.04

31.-

4.4

30.3-

13.3/

10.13

.

1.--

10.

4.

20*.*,



OBRA:

CONCEPTOUBICACIÓN

EJE TRAMO

CIMBRA EN COLUMNASC1 (*ir*#lar )

C1 (*ir*#lar )

C1 (*ir*#lar )

C (*ir*#lar ) ( *3 *4)

C (*ir*#lar )

C (*ir*#lar )

C (*ir*#lar )

CUERPO 1C1 (*ir*#lar )

C (*ir*#lar )

C (*ir*#lar )

CUERPO 2C2 *#araa

C2 ( * */) *#araa

C2 ( */) *#araa

C-

C-

C-

C-

C- (*11) *#araa

C- (*11) *#araa

C- (*11) *#araa

C- (*11) *#araa

C- (*11) *#araa

C- (*11) *#araa

C- *#araa

C- *#araa

C14 *#araa

C12 *#araa



OBRA:

CONCEPTOUBICACIÓN

EJE TRAMO

C12 *#araa

C12 *#araa



OBRA:

CONCEPTOUBICACIÓN

EJE TRAMO

C1 *#araa

C1 *#araa

C1 *#araa

C1/ *#araa

CUERPO 1C3 *#araa

C3 *#araa

C4 *#araa

C4 *#araa

C4 *#araa

C4 *#araa

C2 *#araa

C2 *#araa



NUMEROS GENERADORES

UBICACIÓN

PARTIDA

UNIDAD LARGO ANCHO ALTO PZAS

ML 2.20 13.00

ML 1.20 1.00

ML 1./0 1.00

ML 1.20 .00

ML 1./0 1.00

ML 2.20 1.00

ML .0 1.00

ML 1.20 .00

ML 2.20 .00

ML 1.20 3.00

TOTAL SON

M 3.0 2.20 4.00

M 3.0 1.20 4.00

M 3.0 1./0 .00

M 3.0 1.20 .00

M 3.0 1.20 .00

M 3.0 1./0 .00

M 3.0 1./0 .00

M 3.0 1.20 3.00

M 3.0 1.20 3.00

M 3.0 1./0 1.00

M 3.0 1./0 1.00

M 3.0 2.20 .00

M 3.0 2.20 .00

M 3.0 2.20 1.00

M 3.0 2.20 1.00

M 3.0 1.20 .00

M 3.0 1./0 1.00



NUMEROS GENERADORES

UBICACIÓN

PARTIDA


M 3.0 12./0 2.00

M 3.0 4.0 .00



NUMEROS GENERADORES

UBICACIÓN

PARTIDA


M 4.00 1.20 2.00

M 4.00 2.20 1.00

M 4.00 2.30 .00

M 4.00 1.20 .00

M 3.0 2.20 1.00

M 3.0 1.20 3.00

M 3.0 1.20 1.00

M 3.0 1.20 1.00

M 3.0 1.30 1.00

M 3.0 2.30 3.00

M 3.0 1.20 -.00

M 3.0 2.30 1.00

TOTAL CIMBRA COLUMN



HOJA No.1

SUBTOTAL TOTAL

/1.20

1.20

1./0

14-.20

1./0

2.20

.0

--.00

.00

11.00

4.20

12.20

TUBO DE 0 CM **.+

44/93 = 1*0 TUBOS /0.40

11.0

1.0-

102.0

102.0

1.0-

1.0-

12-.40

12-.40

3.04

3.04

32.0

32.0

1/.0

1/.0

-0.00

3.04



HOJA No.1

SUBTOTAL TOTAL

21.0

.--



HOJA No.1

SUBTOTAL TOTAL

330.00

.00

4.40

100.00

1.-0

132.00

2.40

42.00

44.-

2/.4

4/2.0

1.0-

S CUADRADAS M2 )/10.*



CONCEPTO Un&3"3&$*ret& F7*=320 >?9*%, @ara C&l#%$a' %3

i%ra Cir*#lar C&$ S&$&t#& !ara C&l#%$a' Cir*#lare' %l

i%ra C&$ Tri@la @ara C&l#%$a' Re*ta$?#lare' C#araa' %

*er& e 3 >?

*er& e 4 >?

*er& e - >?

*er& e 1 >?

&$*ret& F7*= 320 >?9*% @ara M#r& !eri%etral %3

i%ra C&$ Tri@la @ara M#r&' !eri%etrale' %

*er& e 4 !ara M#r& !eri%etral >?

&$*ret& F7*=320 >?9*%, @ara +a@ata %3

*er& e +a@ata' >?

*er& e - +a@ata' >?

&$*ret& F7*=320 >?9*%, @ara C&$tratrae %3

*er& e 4 >?

*er& e - >?

i%ra C&$ Tri@la @ara C&$tratrae' %

&$*ret& F7*=320 >?9*%, @ara Da&' %3

*er& e 4 >?

*er& e - >?



i%ra C&$ Tri@la @ara Da&' %



C"n%&3"3.12

44/.20

3,10.04

,-.13

21,2.40

3,4/1.32

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121.4

10,12.3

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34.-

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1/4.44

12.22

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P.C. Centro Lomas.xlsx

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