Trabajo de Construccion Pilar

8/19/2019 Trabajo de Construccion Pilar

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Nº1-

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3.6-3.7-3.8-3.9-

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ITEMPRELIMINARES

DESCAPOTE Y LIMPIEZA

VOLUMENES DE TIERRA E!CAVACION Y RELLENO"TRAZADO Y REPLANTEOCAMPAMENTO 4#10"$2

CERRAMIENTO EN LA LONA

E!CAVACION Y RELLENOE!CAVACIONES DE ZAPATAS Y COLC%ON

RELLENO DE COLC%ON DE ZAPATASE!CAVACION VI&A CIMENTACION

RELLENO DE ZAPATASRELLENO DE VI&AS CIMIENTO

RELLENO DE PISOS

CIMENTACIONESSOLADO EN CONCRETO 2000 '()

ZAPATAS TIPO 1ZAPATAS TIPO 2ZAPATAS TIPO 3ZAPATAS TIPO 4

ZAPATAS TIPO 5ZAPATAS TIPO 6ZAPATAS TIPO 7

ZAPATAS TIPO ZEZAPATAS TIPO Z

ZAPATAS TIPO Z*PEDESTALES

VI&AS DE CIMENTACION ACERO DE RE+UERZO DE ZAPATA

ACERO DE RE+UERZO DE VI&A CIMENTACION

SO,RECIMIENTO

ESTRUCTURA COLUMNAS TIPO 1COLUMNAS TIPO 2COLUMNAS TIPO 3COLUMNAS TIPO 4COLUMNAS TIPO 5


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COLUMNAS TIPO 6COLUMNAS TIPO 7

ACERO DE RE+UERZO DE COLUMNASLOSAS EN CONCRETO 30 $("

ACERO DE LOSAS EN CONCRETOLOSA MACIZA EN CONCRETO DE 12 $( CU,IERTA"

ACERO LOSA DE CU,IERTA ALI&ERANTE

ESCALERA MAC%ONES 015#025"$2

VI&AS CORONA 015#025"$2

MAMPOSTERIA MAMPOSTERIA EN ,LO/UE O15

VI&AS DINTEL

PAETE E IMPERMEA,ILIZACIONPAETE EN E!TERIORPAETE EN INTERIOR

PAETE IMPERMEA,ILIZADOS

PISOS Y ENC%APESPLANTILLA EN CONCRETO

PLANTILLA DE NIVELACIONPISO EN CERAMICA

PISO DE ,AOZOCALOSENC%APE

PINTURAS Y ACA,ADOSPINTURA EN VINILO INTERIORPINTURA EN VINILO E!TERIOR

CARPINTERIA EN MADERA PUERTAS

CARPINTERIA METALICA VENTANAS

REAS

CU,IERTASCIELO RASO


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UNIDAD CANTIDAD

300

600300

U) 1U) 100

70.316.25

26.3728.907.19

48.61

1.561.522.320.480.67

2.401.450.590.160.300.271.57

16.78 452.00 2567.40

76.45

1.470.492.620.740.69

$²

$³$²

$³$³$³$³$³$³

$²$³$³$³$³

$³

$³$³$³$³$³$³$³

$²

$³$³$³$³$³


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0.490.52

2043.1415.34

2041.52$2 11.55

852.80102.59

$ 0.27$ 24.50$ 25.91

707.97$ 79.27

500.92

$

)

)$

$³$³

$²

$³

$²

$²$²$²

$²$²$²

$²$²

$²$²

$²


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2,1 EXCAVACION DE ZAPATAS.REF. L (m) B (m) Z (m) Nº

Z1 1.3 1.3 2.25 3Z2 1.3 2.55 2.25 2Z3 1 1.6 2.25 1Z4 1.6 1.4 2.25 1Z5 1.2 2.5 2.25 2Z6 1.1 2.2 2.25 2Z7 1.3 1.5 2.25 1ZE .! .! 2.25 1Z .5 .! 2.25 3Z" .6 .6 2.25 3

# EXCAVACION DE ZAPATAS.

2,2 RELLENO DE COLC$ON DE ZAPATASREF. B (m) L (m) %(m) NºZ1 1.3 1.3 .2 3Z2 2.55 1.3 .2 2Z3 1.6 1 .2 1Z4 1.4 1.6 .2 1Z5 2.5 1.2 .2 2Z6 2.2 1.1 .2 2Z7 1.5 1.3 .2 1ZE .! .! .2 1Z .! .5 .2 3Z" .6 .6 .2 3

# RELLENO DE COLC$ON

2,3 EXCAVACION VCI&.REF. B (m) $ (m) L (m)

VIC& ' 1 .25 .55 24.3VIC& ' 11 .25 .55 7.6

VIC& ' 12 .25 .55 3.!7VIC& ' 13 .25 .55 25.17VIC& ' 14 .25 .55 4.3VIC& ' 15 .25 .55 12.26VIC& ' 16 .25 .55 1.65VIC& ' 17 .25 .55 6.17VIC& ' 1! .25 .55 24.3VIC& ' 1 .25 .55 .75


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VIC& ' 11 .25 .55 .77VIC& ' 111 .25 .55 4.11VIC& ' 112 .25 .55 .75VIC& ' 113 .25 .55 1.6!VIC& ' 114 .25 .55 4.62VIC& ' 115 .25 .55 4.12

VIC& ' 116 .25 .55 .!VIC& ' 117 .25 .55 5.62VIC& ' 11! .25 .55 5.6VIC& ' 11 .25 .55 4.13VIC& ' 12 .25 .55 2.13VIC& ' 121 .25 .55 .75

# EXCAVACION VCI&.


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CANTIDAD (m3) REF. L (m)

11.475 Z1 1.314.175 Z2 1.3

3.6 Z3 15.4 Z4 1.613.5 Z5 1.2

1.! Z6 1.14.3!75 Z7 1.31.44 ZE .!2.7 Z .5

2.43 Z" .6

7.3125

CANTIDAD (m3)1.14 REF.1.326 VIC& ' 1.32 VIC& ' 11

.44! VIC& ' 121.2 VIC& ' 13

.6! VIC& ' 14.3 VIC& ' 15

.12! VIC& ' 16.24 VIC& ' 17

.216 VIC& ' 1!6.25 VIC& ' 1

VIC& ' 11VIC& ' 111VIC& ' 112

CANTIDAD (m3) VIC& ' 1133.427!75 VIC& ' 114

1.45 VIC& ' 115

.532125 VIC& ' 1163.46!75 VIC& ' 117.63625 VIC& ' 11!1.6!575 VIC& ' 11

.226!75 VIC& ' 12.!4!375 VIC& ' 1213.427!751.34625


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1.343375.5651251.34625 % (m) L (m)

.231 .2 24.3.63525.5665

1.3475.77275

.77.567!75.22!751.3462526.3725


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2,4 RELLENO DE ZAPATA.B (m) $ (m) Nº CANTIDAD (m3)

1.3 .5 3 4.!1652.55 . 2 5.671.6 .5 1 1.521.4 .5 1 2.12!2.5 .!5 2 5.12.2 .5 2 4.5!1.5 .5 1 1.!525.! 1 1 .64.! 1 3 1.2.6 1 3 1.!

# RELLENO ZAPATA. 2!.2

2,5 RELLENO VCI&.B (m) % (m) L (m) CANTIDAD (m3).25 .15 24.3 .34!75.25 .15 7.6 .2!5.25 .15 3.!7 .145125.25 .15 25.17 .43!75.25 .15 4.3 .164625.25 .15 12.26 .4575.25 .15 1.65 .61!75.25 .15 6.17 .231375.25 .15 24.3 .34!75.25 .15 .75 .365625.25 .15 .77 .366375.25 .15 4.11 .154125.25 .15 .75 .365625.25 .15 1.6! .63.25 .15 4.62 .17325.25 .15 4.12 .1545

.25 .15 .! .3675.25 .15 5.62 .2175.25 .15 5.6 .21.25 .15 4.13 .154!75.25 .15 2.13 .7!75.25 .15 .75 .365625

# RELLENO VCI&. 7.125


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2,6 RELLENO DE PISOSL (m) AREA (m2) T*+ %-+/+0 (m3).75 243.675 4!.6135


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3,1 SOLADO EN CONCREREF. L (m) B (m) % (m)Z1 1.3 1.3 .5

Z2 1.3 2.55 .5Z3 1 1.6 .5Z4 1.6 1.4 .5Z5 1.2 2.5 .5Z6 1.1 2.2 .5Z7 1.3 1.5 .5ZE .! .! .5Z .5 .! .5Z" .6 .6 .5

# EXCAVACION DE ZAP

3,2 ' 3,11 COREF. L (m) B (m)Z1 1.3 1.3Z2 1.3 2.55Z3 1 1.6Z4 1.6 1.4Z5 1.2 2.5Z6 1.1 2.2Z7 1.3 1.5ZE .! .!Z .5 .!Z" .6 .6

# CONCRE

3,12 PEDESTAREF. + P1 .3 .4 .5P2 .35 .35 .P3 .25 .45 .5

P4 .35 .55 .5P5 .2 .75 .!5P6 .35 .4 .5P7 .3 .5 .5

# PEDESTAL.

3,13 CONCRETO


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REF. B (m) $ (m)VIC& ' 1 .25 .35VIC& ' 11 .25 .35VIC& ' 12 .25 .35VIC& ' 13 .25 .35VIC& ' 14 .25 .35

VIC& ' 15 .25 .35VIC& ' 16 .25 .35VIC& ' 17 .25 .35VIC& ' 1! .25 .35VIC& ' 1 .25 .35VIC& ' 11 .25 .35VIC& ' 111 .25 .35VIC& ' 112 .25 .35VIC& ' 113 .25 .35VIC& ' 114 .25 .35

VIC& ' 115 .25 .35VIC& ' 116 .25 .35VIC& ' 117 .25 .35VIC& ' 11! .25 .35VIC& ' 11 .25 .35VIC& ' 12 .25 .35VIC& ' 121 .25 .35

# CONCRETO VCI&


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O 2 PSINº CANTIDAD (m3)3 .2535

2 .33151 .!1 .1122 .32 .2421 .751 .323 .63 .54

TAS. 1.5625

CRETO DE ZAPATA.$ (m) Nº CANTIDAD (m3).3 3 1.521

.35 2 2.325.3 1 .4!.3 1 .672.4 2 2.4.3 2 1.452.3 1 .5!5

.25 1 .16.25 3 .3.25 3 .27

O ZAPATA. 1.165

.Nº CANTIDAD3 .3421 .11255 .534375

1 .1!2!751 .12751 .1331 .1425

1.5725

IC&


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L (m) CANTIDAD24.3 2.1!1375

7.6 .6653.!7 .33!625

25.17 2.223754.3 .3!4125

12.26 1.72751.65 .1443756.17 .53!75

24.3 2.1!1375.75 .!53125.77 .!54!754.11 .35625.75 .!531251.6! .1474.62 .4425

4.12 .365.! .!5755.62 .41755.6 .4

4.13 .3613752.13 .1!6375.75 .!53125

. 16.7!25


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3,14 ACERO ZAPATAREF. (L) (B) Nº (L) Nº (B)Z1 1.45 1.45 7 7Z2 2.6 1.45 ! 14

Z3 1.15 1.5 7 6Z4 1.75 1.55 ! Z5 1.35 2.65 13 7Z6 1.25 2.35 6 12Z7 1.3 1.65 ! 7ZE 1.45 1.45 5 5Z 2.6 1.45 5 3Z" 1.15 1.5 4 4

REF. Nº VIC& ' 1 4.5 6 VIC& ' 11 6 2 2.!7VIC& ' 12 4 3.!7VIC& ' 13 ! 6VIC& ' 14 5.13 4VIC& ' 15 6 2 7.6VIC& ' 16 4 2.32VIC& ' 17 4 6.!3VIC& ' 1! 6 6VIC& ' 1 2 2.2VIC& ' 11 2 2.2VIC& ' 111 4.7! 4VIC& ' 112 2 2.2VIC& ' 113 2.35 4VIC& ' 114 5.25 4VIC& ' 115 4.! 4VIC& ' 116 3 2 !VIC& ' 117 6.3 4VIC& ' 11! 6.2! 4VIC& ' 11 4.! 4VIC& ' 12 2.! 4VIC& ' 121 3 2 6

# ACERO ZAPATA


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3,16 SOBRECI&IENTOL0* (m) %8%9 **+ (m2)

11.12 .4 76.44!


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Nº CANTIDAD (:;)3 6.2 !2.2

1 17.51 27.52 72.22 71.41 21.51 14.53 52.53 31.!

452

3,15 ACERO VIC&Nº Nº Nº

4 6 6 3.!7 2 2.372 4.5 2 4.37 2

4 6.5 2

2 4.6 2 2

4 6.3 2 !.65 22 6 2 5.2 22 6 2 5.2 2

2 6 2 5.2 2

2 6 2 5.4

2 2.62 2 5.2 2PESO ALA&BRE DE A&ARRE

# ACERO VIC&


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Nº Nº %* %* CANT. (:;)

2 215 1.1 242.7645!67 1.1 1.1!3 1.1 4!.4!21! 1.1 34!.!37 1.1 61.226 1.1 162 1.1 31.2!5! 1.1 1.12214 1.1 343.3! 1.1 132.!!2 1.1 134.2!35 1.1 57.62!1 1.1 133.1!2 1.1 31.435 1.1 5.546 1.1 6.!! 1.1 122

45 1.1 74.745 1.1 74.6236 1.1 5!.!27 1.1 4.!1 1.1 122.3!

22567.445!


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4,1 ' 4,7 CONCRETO COL


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=4 6 4 .4ESTRIBOS =3 1 !4 .56

C7

=4 3 5 .4=4 4.5 5 .4=4 5.5 5 .4=4 6 5 .4

ESTRIBOS =3 1.1 !4 .56P% % A+m9%

# ACERO DE COL


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4, LOSASNº C CANTIDAD (m3) REF. B

3 1.47375 VI;A' 2 .251 .4125 VI;A' 2 .2

5 2.62 VI;A' 21 .251 .736!75 VI;A' 22 .251 .6!775 VI;A' 23 .351 .4125 VI;A' 24 .251 .524 VI;A' 25 .25

7.24!75 VI;A' 26 .3

VI;A' 26 .25VI;A' 27 .25

Nº CANTIDAD VT' 25 .12

3 367.752

VT' 251 .12

VT' 252 .12VT' 253 .12VT' 254 .12VT' 255 .15

1 144.4

VT' 256 .15VT' 257 .12VT' 25! .12VT' 25 .12VT' 26 .12

5 !4!.4!

VT' 261 .12

VT' 262 .12VT' 263 .12VT' 264 .12VT' 265 .12

1 24.731

VT' 266 .12VT' 267 .12

REF. B-LLOSETA 135.

1 1!!.51

4,3REF. Nº (AS) L (AS) m

VI;A ' 2

=4 =4 6=4 4.5=4 3.3

1 122.5!4

=4 2.4

ESTRIBOS=3 1=3 .

# CONCR


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VI;A ' 21

=4 2=4 2.42

1 146.174

=4 4.5=4 6=4 7.!2=4

ESTRIBOS =3 12

VI;A ' 22

=4 2.5243.135 =4 2.57

=4 3=4 5.57=4 6

ESTRIBOS =3 1

VI;A ' 23

=5 2.5=5 3=6 3.5

=4 3.5=5 5.22=5 6=6

ESTRIBOS =3 1.2

VI;A ' 24

=4 2=5 3=5 4=4 5=4 6=5 !.22

ESTRIBOS =3 1

VI;A ' 25=4 2=4 2.5=4 6.45

ESTRIBOS =3 1

VI;A ' 26

=4 2.5=5 2.5=5 3=7 4.5=5 5.25

=5 6=6

ESTRIBOS=3 1.1=3 1

VI;A ' 27

=5 3=6 3=5 3.1=5 4


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=5 6=6 6

ESTRIBOS =3 1

VT ' 25

=4 2=4 3=4 4.5

=4 5.5ESTRIBOS =2 .42

VT ' 251

=4 2=4 2.36=4 4.5=4 5=4 5.2!=4 6

ESTRIBOS =2 .42

VT ' 252

=4 2

=4 3.27=4 6=4 6.27=4

ESTRIBOS =2 .42

VT ' 253=4 2=4 2.5=4 6.2

ESTRIBOS =2 .42

VT ' 254

=4 2=4 2.5=4 5.26=4 6

ESTRIBOS =2 .42

VT ' 255

=4 2.1!=4 2.5=4 3=4 5.1!=4 6=4

ESTRIBOS =2 .42

VT ' 256 =4 2.5=4 4.62

ESTRIBOS =2 .42VT ' 257 =4 2.52

ESTRIBOS =2 .42

VT ' 25!

=4 2=4 2.54=4 3


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=4 5.57=4 6

ESTRIBOS =2 .42

VT ' 25=4 2.5=4 4.62

ESTRIBOS =2 .42

VT ' 26 =4 5.11ESTRIBOS =2 .42VT ' 261 =4 2.!2

ESTRIBOS =2 .42VT ' 262 =4 3.5

ESTRIBOS =2 .42

VT ' 263

=4 2=4 5=4 6=4

ESTRIBOS =2 .42VT ' 264

=4 2=4 4.75

ESTRIBOS =2 .42

VT ' 265=4 2=4 6.47

ESTRIBOS =2 .42

VT ' 266=4 2=4 6.32

ESTRIBOS =2 .42

VT ' 267=4 2=4 6.32

ESTRIBOS =2 .42P% %

REF. Nº (AS) L (AS) mLOSETA 14.3 1.1

#


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EN CONCRETO (3 m)$ L Nº CANTIDAD R

.25 16.3 1 1.24 VI;A'.25 3.2 1 .165 VI;A'

.25 1.7 1 1.231 VI;A'.25 7.55 1 .472 VI;A'.25 .!2 1 .!5 VI;A'.25 .77 1 .611 VI;A'.25 5. 1 .36 VI;A'.25 5.!5 1 .43 VI;A'

.25 3.5 1 .247 R.25 7.!4 1 .4 LOSETA (.25 6.5! 2 .35.25 1.11 2 .67

.25 1.65 2 1.17.25 6.3! 1 .11.25 1.11 1 .33 REF..25 12.25 1 .45

VI;A ' 3.25 3.4 1 .14!.25 1.4 1 .5!.25 7.55 3 .6!.25 3.4 1 .11!.25 4.47 1 .134 ESTRIBOS.25 2.3 1 .6

VI;A ' 31.25 3.36 1 .11.25 .75 1 .23.25 4.1 1 .123.25 5.!! 1 .176.25 5.6 1 .16! ESTRIBOS.25 5.6 1 .16!

VI;A'32(&2) % (&)575 .3 4.67

15.343ESTRIBOS

ACERO DE LOSA

VI;A'33Nº +9. PESO Nº CANTIDAD

6 .4

1 1!1.526

2 .42 .4 ESTRIBOS2 .4 VI;A'342 .4 ESTRIBOS

142 .56 VI;A'3532 .56 ESTRIBO

TO LOSA


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5 .4

1 14.46112

VI;A'362 .44 .42 .42 .4 ESTRIBOS4 .4

VI;A'37176 .56

1 .4

1 72.713

ESTRIBOS3 .42 .42 .42 .4

6 .562 1.552

1 1!1.716!!

4 1.5522 2.235

1 .42 1.5522 1.5522 2.235

1 .562 .4

1 127.5!2!!

3 1.5522 1.5522 .42 .42 1.552

! .563 .4

1 63.77421 .44 .4

53 .561 .4

1 16.565

2 1.5521 1.5522 3.422 1.552

2 1.5522 2.235

51 .5637 .563 1.552

1 132.6576

2 2.2352 1.5522 1.552


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2 1.5522 2.235

67 .563 .4

2 47.6421 .41 .4

1 .447 .253 .4

2 73.6!32

1 .41 .41 .41 .41 .4

75 .255 .4

2 134.47521 .41 .41 .43 .4

143 .251 .4

1 23.16461 .42 .4

47 .251 .4

1 34.627!!1 .42 .42 .4

74 .251 .4

1 4.124!4

1 .42 .41 .41 .41 .4

.25

1 .41 14.714562 .4

2 .252 .4

1 6.477614 .251 .41 .42 .4


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1 .4.

1 .455 .251 .4

1 14.714562 .42 .25

2 .4 1 13.72!6!34 .252 .4

1 !.3361626 .252 .4

1 1.477625 .252 .4

1 31.5211 .41 .41 .4

73 .251 .41 14.6!62 .4

31 .251 .4

1 1!.735362 .437 .251 .4

1 1!.62162 .442 .251 .4

1 1!.62162 .442 .25

A+m9% 2Nº +9. PESO Nº CANTIDAD

25 .22 1 2!.214241.5162ACERO DE LOSA


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4,11 LOSA &ACIZA EN CONCRETO DE 12 m (C


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=4 2.1 2 .4

1 3.3142=4 5.5 2 .4=4 6 2 .4=4 2 .4=3 1 !! .56=4 3 4 .4

1 73.34=4 6 4 .4=3 1 67 .56

P% % A+m9% !!52.!# ACERO DE VI;AS DE C


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4,13 ALI;ERANTEB (m) $ (m) $2 (m) A9%+ (m>)1.44 .!1 1.16641.44 .!1 1.1664

1.44 .!1 1.16641.44 .7 1.!1.44 .67 .64!1.21 .5! .71!1.21 .7 1.17371.21 .26 .3146

.31 .26 .!6

1.64 .!3 1.36121.64 .!2 1.344!1.64 .1 1.424

2.1 .!1 1.712.1 .!1 1.712.1 .!1 1.712.1 .7 1.472.1 .67 1.472.1 . .45 1.41752.1 .5 .5252.1 .!3 1.7432.1 .!3 1.7432.1 .!2 1.722

2.1 .1 1.112.12 .!1 1.71722.12 .!1 1.71722.12 .!1 1.71722.12 .7 1.4!42.12 .67 1.4242.12 .42 .44522.12 .52 .! 1.52.12 .!3 1.7562.12 .!3 1.7562.12 .!2 1.73!42.12 .1 1.222.4 .7 2.5!2.4 .6 2.2!6.72 1.5 .756.72 .!3 .576.72 .!3 .576.72 .!2 .541.72 .!1 1.332


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1.72 .!1 1.3321.72 .!1 1.3321.72 .7 1.241.72 .6 1.1!6!1.72 .33 .2!3!1.72 .5 1.1 1.376

1.!5 .!1 1.4!51.!5 .!1 1.4!51.!5 .!1 1.4!51.!5 .7 1.251.!5 .6 1.27652.2 .3 .33 1.3!6

2.33 .5 .6!7352.7 .!1 1.67672.7 .!1 1.67672.7 .!1 1.6767

2.7 .7 1.442.7 .6 1.42!31.72 .3 1.561. .!1 1.531. .!1 1.531. .!1 1.531. .7 1.331. .6 1.3111. .3 1.767

1.4! .!1 1.1!!1.4! .!1 1.1!!1.4! .!1 1.1!!1.4! .7 1.361.4! .6 1.2121.4! .3 1.37643.66 .2 3.36723.66 .3 3.43!

# ALI;ERANTE 12.5235


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PEDESTALES CONCRETO

CONCRETO 3 PSI+(m) (m) $(m) VOL


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4,14 ESCALERAPEDESTALES ACERO

CANTIDADES DE ACERO LON;IT


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ANSVERSALPESO (:)

6.725.4!!

12.2!


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ACTIVIDADREA1

&A&POSTERIA EN BLO


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CIELO RASO EN @ESO CARTHN (m2)PA?ETE EXTERIOR 1G4 (m2) VI;A DINTEL (m) PINT


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1 22 3 4 1 2 3

4.1 !.66 . 14.1

1.3! 4.72 4.35767.61 21.37

. . 3.72 14.1

. . .

. 11.43

25. !.4 .7 1.5

. 11.43 . 3.72 14.1

. 11.43

1 22 3 4 1 2 3

2.5 15.72

. . . . . . 1.42 6.27 5.4!5

2!.! 31.2!

2.5 15.72 4.2!


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31.3

!.56 41 31.44


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34 1 2 3 4 1

16.6 16.75 6.3 .

4.3 3.35 1.7 3.! 1.!2 3.6.

7.452 1. 4.64 12.7 5.5 .

16.6 . . . . .

. 1. 4.64 12.7 5.5 .

. . .

7.46

1.22 1.25

16.6 . . .

17.25

34 1 2 3 4 1

15.56 15.61 1.37 24.1

. . . . . .4.345 4.77 .42 3.!5 7.37

15.667

14.2 15.61 1.37 13.3 24.1


60/78

15.66

1.1 2!.4 31.23 2.74 26.6 4!.2


61/78

4 52 3 4 1 2 3

1. 22.1 11.47 .

4.5 2.! 4.55 6.7 2.!2 3.4416.6 23.!4

. . . .

14.72 1. 22.1 11.47 .55 .

. . . . . .

14.! . .

16.6 44.1.44 16.4

1.33 5.17 3.42

14.72 1.1 1.6 11.47 .55 .

13.15

4 52 3 4 1 2 3

15.7 13.32 15.7 .5 2.37

. . . . . . 4.! 4.75 5.3 2.7675!4! 6.223577!

37.!1 3.4 !.3

15.7 13.32 15.7 .5 2.37


62/78

37.!1 3.43.27 3.27 1.1 31.4 26.64 31.5! 1!.1 4.74


63/78

SE;


64/78

33.5216.35

16. 2!.514 17.2 25.56 11.3!


65/78

O PISO7 !

2 3 4 1 2 3

. .53 . !.3

1.63 .45 1.5! 4.2 4.!3 3.13. 2.552.! .

5.33 2.7 5.17 . . .. . . . 15.7 !.7

5.33 2.7 5.17 . . .

. . .

2.14 2.7 6

1

. . . . 15.! 11.2

.

PR

7 !2 3 4 1 2 3

13.24 1.4 14.61 13.57 12.6

. . . . . . 2.61 4.47 4.15 3.6 17.!!

1.4! .2.6 2.!! .!6

!.53 !.45 4.7 1.4


66/78

1.4! 17.!!6.54 6.54 1.1 1.1

16. 26.47 2.! 2.22 27.14 24.12


67/78

4 1 2 3 4 1

6.4 . . 2.1! 3.55

1.42 3.43 4.7 3.44 4.6! 1.3614.22.

. . . . . 4.726.4 1.76 12.25 . 5. .

. . . . . 4.2

14.72 . . . .

14.22

3.! 3.7 1.51

7.6 11.22 12.25 . 5. .

. . .

I&ER PISO

4 1 2 3 4 1

5.55 12.5 24.4 31.4 6.47

. . . . . .3.13 5.22 3.14 1.!

24.!4.

12.5 24.4 31.4


68/78

24.!4

11.1 25.1! 4!.! 62.! 12.4


69/78

1 112 3 4 1 2 3

6.2 7.7 5. . .

1.55 2.6 1.5 1.61 1.33 2.5. 12.733.2 .

5.7 !.5 4. . . .. . . . . .

1.7 6.7 4. . . .

. 5.26 11.6 4.45

3.2 .6.4 !.5

. . . . . .

. 5.26 12.6! 4.45

1 112 3 4 1 2 3

4. 5.6 4.17

. . . . . .1.33 2.3 1.5

4.2 . 3.15 3.1 3 3.1 5.6 4.17


70/78

4. 3.176.54

1.1 .! 1.7 1. 1.7


71/78

124 1 2 3 4 1

. . . !3.3 . 76.7

. . ...

. . . . . .. . . !3.3 . 76.7

. . . . . .

. . !3.3 . 76.7

.

. . . !3.3 . 76.7

. . !3.3 . 76.7

124 1 2 3 4 1

5.34

. . . . . .

.

4.6

5.34 !1.75 7!.7


72/78

.

2.5! 163.5 157.4


73/78

13 TOTAL CANTIDADES2 3 4

. . 353.216

115.3635. 116.1!. 16.7415

. . . 6.2331!. . . 336.332

. . . .45521!

. . 23.32

. 13.!1 77.5!

37.4

. . . 34.7!5

. . 233.71!7

13 142 3 4 1 2

. . . . .

. 32.27


74/78

.


75/78

153 4 1 2 3 4

!.47 3.27

. . . . . . 2.5 2.22 .4 1.1

2.5 2.22 .4


76/78

1.16.54

16.4 6.54


77/78

16 TOTAL CANTIDADES1 2 3 4

2. 4. 354.756

. . . . 1.7 . 1.1! 1.5 17.3141!6

2.7 21.171.5 14.16

3.15.!5 2. 3.!6 4. 15.5!73.27 4. 2.! 2.4 12.47

27.6


78/78

4.2 1!7.36 4.5

12.7 3.! .7 .!1 41.!72 3 5.7! 1127.214

Trabajo de Construccion Pilar

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