Calculos José Bonifacio Rivero 2015

7/17/2019 Calculos Jos Bonifacio Rivero 2015

1/92

ng. freddy bastidas guilln.i. n 6.113.113

ALLE PRICIPAL !RI"A" #EL R$% "EC&%R LA PA"ARELA' !I"C(C()'"&A#% P%R&(*(E"A. RI+ , -/61131130 I& , //36245 &EL+26.3/5.65.03 /24.552./.0/

N Descripcin

1 SOTANO

2 PLANTA BAJA

3 PRIMER NIVEL

4 SEGUNDO NIVEL


2/92



PAR!ELA


3/92



"re# $M2%

1&4'(3

2('3

2('3

2('3


4/92



22('((


5/92



M)*+,+ ,e Depreci#cin

R+ss - .ei,ec/e

R+ss - .ei,ec/e

R+ss - .ei,ec/e

R+ss - .ei,ec/e


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R+ss - .ei,ec/e


7/92

AMBIENTE

STANO 39,634,703.39

LOCAL 1 39,634,703.39

LOCAL 2 39,634,703.39

LOCAL 3 39,634,703.39

LOCAL 4 39,634,703.39

VALOR DEL INMUEBLE(Bs.)


8/92

AMBIENTEVALOR DEL INMUEBLE

(Bs.)

LOCAL 5 39,634,703.39

LOCAL 6 39,634,703.39

LOCAL 7 39,634,703.39

LOCAL 8 39,634,703.39

LOCAL 9 39,634,703.39


9/92


(Bs.)

LOCAL 10 39,634,703.39


10/92


(Bs.)

LOCAL 11 39,634,703.39

LOCAL 12 39,634,703.39

LOCAL 13 39,634,703.39

LOCAL 14 39,634,703.39

LOCAL 15 39,634,703.39


11/92


(Bs.)

LOCAL 16 39,634,703.39

LOCAL 17 39,634,703.39

LOCAL 18 39,634,703.39

LOCAL 19 39,634,703.39

LOCAL 20 39,634,703.39


12/92


(Bs.)

LOCAL 21 39,634,703.39


13/92

194.03 554.77

19.50 554.77

19.40 554.77

19.16 554.77

19.89 554.77

METROS CUADRADOS AARRENDAR (M2)

METROS CUADRADOSARRENDABLES (M2)


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18.33 554.77

12.41 554.77

12.63 554.77

19.50 554.77

19.40 554.77


15/92



19.16 554.77


16/92



19.89 554.77

18.33 554.77

12.41 554.77

12.63 554.77

14.92 554.77


17/92



19.40 554.77

19.16 554.77

19.89 554.77

18.33 554.77

13.45 554.77


18/92



12.95 554.77


19/92

% RENTABILIDAD

12.00 138,621.80

12.00 13,931.48

12.00 13,860.04

12.00 13,688.57

12.00 14,210.11

CANON DE ARRENDAMIENTOMENSUAL (Bs.)


20/92

% RENTABILIDADCANON DE ARRENDAMIENTO

MENSUAL (Bs.)

12.00 13,095.59

12.00 8,866.14

12.00 9,023.31

12.00 13,931.48

12.00 13,860.04


21/92


MENSUAL (Bs.)

12.00 13,688.57


22/92


MENSUAL (Bs.)

12.00 14,210.11

12.00 13,095.59

12.00 8,866.14

12.00 9,023.31

12.00 10,659.37


23/92


MENSUAL (Bs.)

12.00 13,860.04

12.00 13,688.57

12.00 14,210.11

12.00 13,095.59

12.00 9,609.15


24/92


MENSUAL (Bs.)

12.00 9,251.93


25/92

AMBIENTEMEDIDAS (m.)

REA (m2)FRENTE FONDO

PARCELA 11 20 220

STANO 9.75 19.90 194.03

LOCAL 1 4.02 4.85 19.50

LOCAL 2 4.00 4.85 19.40

LOCAL 3 3.95 4.85 19.16


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LOCAL 4 4.10 4.85 19.89

LOCAL 5 3.78 4.85 18.33

LOCAL 6 3.41 3.64 12.41

LOCAL 7 3.47 3.64 12.63

LOCAL 8 4.02 4.85 19.50


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LOCAL 9 4.00 4.85 19.40

LOCAL 10 3.95 4.85 19.16


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LOCAL 11 4.10 4.85 19.89

LOCAL 12 3.78 4.85 18.33

LOCAL 13 3.41 3.64 12.41

LOCAL 14 3.47 3.64 12.63

LOCAL 15 4.08 4.85 14.92


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LOCAL 16 4.00 4.85 19.40

LOCAL 17 3.95 4.85 19.16

LOCAL 18 4.10 4.85 19.89

LOCAL 19 3.78 4.85 18.33

LOCAL 20 4.10 3.28 13.45


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LOCAL 21 3.95 3.28 12.95


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LIN

NORTE SUR

RAFAEL ANTONIO MNDEZ HASSAN AL

RAFAEL ANTONIO MNDEZ HASSAN AL

AREA COM!N NI"EL 1 HASSAN AL




32/92

LIN

NORTE SUR



RAFAEL ANTONIO MNDEZ AREA COM!N NI"EL 1




33/92

LIN

NORTE SUR




34/92

LIN

NORTE SUR





HASSAN ALAREA COM!N PLANTA

#A$A


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LIN

NORTE SUR

HASSAN AL

HASSAN AL

HASSAN AL

HASSAN AL

RAFAEL ANTONIO MNDEZ AREA COM!N PLANTA #A$A

AREA COM!N PLANTA

#A$A

AREA COM!N PLANTA

#A$A

AREA COM!N PLANTA

#A$A

AREA COM!N PLANTA#A$A


36/92

LIN

NORTE SUR

RAFAEL ANTONIO MNDEZ AREA COM!N PLANTA #A$A


37/92

DEROS

ESTE OESTE

HASSAN AL CARRERA 2 #OL"AR

HASSAN AL CARRERA 2 #OL"AR

LOCAL 2 AREA COM!N NI"EL 1

LOCAL 3 LOCAL 1

LOCAL 4 LOCAL 2


38/92

DEROS

ESTE OESTE

LOCAL 5 LOCAL 3

HASSAN AL LOCAL 4

SALA DE #A%OS NI"EL 1 LOCAL 7

AREA COM!N NI"EL 1 LOCAL 6

LOCAL 9 AREA COM!N NI"EL 2


39/92

DEROS

ESTE OESTE

LOCAL 10 LOCAL 8

LOCAL 11 LOCAL 9


40/92

DEROS

ESTE OESTE

LOCAL 12 LOCAL 10

HASSAN AL LOCAL 11

SALA DE #A%OS NI"EL 2 LOCAL 14

AREA COM!N NI"EL 2 LOCAL 13

LOCAL 16 CARRERA 2 #OL"AR


41/92

DEROS

ESTE OESTE

LOCAL 17 LOCAL 15

LOCAL 18 LOCAL 16

LOCAL 19 LOCAL 17

HASSAN AL LOCAL 18

LOCAL 21SALA DE #A%OS PLANTA

#A$A


42/92

DEROS

ESTE OESTE

LOCAL 20 AREA COM!N PLANTA #A$A


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RE"(E #E -

, #escri7ci8n1 E#I+ICACI%E"2 &ERRE%

3 -AL%R &%&AL


44/92



"%

&REI&A ) (E-E ILL%E" "EI!%L$-ARE" "I


45/92



L%RE"

34'//'21.02'0'251.5/

30'63'4/3.30

u .


46/92



30'6//'//.// CIE&%" IL 9(IIE&%"

:&I%"


47/92



VALOR DE LAS CONS

N Descripcin rea de Construccin (M2)

1 EDIFICACIONES 22000

VALOR DEL TE

N Descripcin rea de !arce"a (M2)

# !A$CE%A 22000


48/92



TRUCCIONES

&a"or Actua" ('s F)

*0#0*#21+,

RRENO

&a"or Actua" ('s F)

2*+,#*2-1-0


49/92



N Descripcin "re# ,e !+ns*r0ccin $M2%

1 SOTANO 1&4'(3

2 PLANTA BAJA 2('3

3 PRIMER NIVEL 2('3

4 SEGUNDO NIVEL 2('3


50/92




51/92



A+s ,e Us+ $A+s% V#+r Ac*0#

1('(( 1'(( &15(2'&(

'(( 1'(( &44231('6

1'(( 1'(( &442311'2

('(( 1'(( &6(1&5'4

Es*#,+ ,e !+nser7#cin8#c*+r R+ss


52/92



VALOR A!TUAL TOTAL 36(4(421'&


53/92



VALOR DE LAS CONS

N Descripcin rea de Construccin (M2)

1 SO.ANO 1,#0

!%AN.A 'A/A 20++

!$IME$ NI&E% 20++

2 SENDO NI&E% 20++


54/92



VALOR DEL TE

# !A$CE%A 22000


55/92



TRUCCIONES

&a"or Actua" ('s F)

,*1-+*02,0

,*##2*10-

,*##2*112-

-*,0*1,+#


56/92



36(4(421'&

RRENO

2&421'(


57/92


1//62/1

ALLE PRICIPAL !RI"A" #EL R$% "EC&%R LA PA"ARELA' !I"C(C()'"&A#% P%R&(*(E"A. RI+ , -/61131130 I& , //36245 &EL+26.3/5.65.03 /26.24././2

N Descripcinrea de

Construccin (M2)


58/92


1//62/1


1 SO.ANO 1,#0

2 !%AN.A 'A/A 20++

!$IME$ NI&E% 20++

# SENDO NI&E% 20++


59/92


1//62/1


Area .ota"

1 !A$CE%A 22000

* Fuente: CIPR%E& C.A. 1er.. &RIE"&RE.


60/92


1//62/1



61/92


1//62/1


DEMOS.$

M3/OS3 'ONIFACI

.7u

9Costos deConstruccin ('s

F4M2)

&ida 9ti"

(A:os)

A:os de

so (A:os)

Estado deConser;acin

Factor $oss


62/92


1//62/1


+0*,0## 000 1000 100

#-*+,2# 000 -00 100

#+*,#12- 000 100 100

#*##22 000 000 100


63/92


1//62/1


11*,21,

$oss(e4;p)?((e4;p)@2)

A>% 2/1' C?LC(L%" PR%PI%"

&A < &$ : 1 - $1 - ('1% $8R.%;


64/92


1//62/1


$oss


65/92


1//62/1


CION DE %OS !$OCEDIMIEN.OS

.ODO $OSS 4 5EIDEC6E$I&E$O A%&A$ADO CI N 10-#+0+2

sda8* /u"8 2* 201+

Edad en B de

&ida 9ti"

FactorDepreciacin

5eidece(Fraccin)

Depreciacin

Acuu"ada ('s F)


66/92


1//62/1


1#2, 00,-0 0,

11# 0010+ 0,+

1# 000+0+ 100

000 000000 100


67/92


1//62/1


$oss?(1?$oss)=C


68/92


1//62/1


Factor de Depreciacin

tota" de 5eidece

Factor de Depreciacinparcia" de $oss

Aente de Ca"idad o

(&$ &r)= 5eidece CoeGiciente de Mantenii

Depreciacin Acuu"ada

&a"or de $eposicin

&a"or $esidua"&$ Da

&a"or Actua"


69/92


1//62/1


&a"or Actua" ('s F)&a"or de $eposicin

('s F)

&a"or $esidua" ('s

F)


70/92


1//62/1


,*-*,,2 ,-*,,2# ,*1-+*02,0

,*,,*2#0 ,,*,2# ,*##2*10-

,*##2*112- ,##*211 ,*##2*112-

-*,0*1,+# -,*01,+ -*,0*1,+#


71/92


1//62/1


1-*-#*1--,1 &a"or Actua" ('s) *0#0*#21+,

2*+,#*2-1-0

&A%O$ AC.A% .O.A% ('s) ,*#*0,


72/92


1//62/1


ento


73/92


1//62/1



74/92


1//62/1



75/92


1//62/1



76/92


1//62/1



77/92


1//62/1



78/92


1//62/1



79/92


1//62/1



80/92


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81/92

N UBICACIN

1 unici7i; "ucre 6'06.4/

2 unici7i; "ucre 6'4/.50

3 unici7i; "ucre 4'22./

unici7i; "ucre 4'201.55

unici7i; "ucre 4'20.42

6 unici7i; "ucre 6'5/0.

4 unici7i; "ucre 4'12.56



1/ unici7i; "ucre 4'242.43


12 unici7i; "ucre 6'666.64

13 unici7i; "ucre 4'433.33



16 unici7i; "ucre 12'010.0/


!RECIO UNITARIOBs."m2


82/92

15 unici7i; "ucre 6'416.45

E#IA ARI&:&ICA @@@15#E"-IACI "&A# 1'31.62LBite "u7eri;r ..D#" LBite Inferi;r (.. #"

E#IAA 11'402.10

"e t;a el lBite su7eri;r 7;r estardisfrutar de t;d;s


83/92

E


84/92

1./2 6'51.12 2'060'211.6

1'336.6 2'3'54.56

54.26

&studentF2.1/1/ &student F @@@

&student F '36.33

11'402.10

la 7r;7iedad en ecelente ubicaci8n yl;s servici;s 7Gblic;s


85/92

N UBICACIN MONTO BS"

1 -alle -erde 340.// 33/'///.//

2 -alle -erde 1.46 3/'///.//

3 -alle -erde 23./1 22/'///.//

-alle -erde 104.5 15/'///.//

-alle -erde 100.2/ 15'///.//

6 -alle -erde 5./ 4'///.//

4 -alle -erde 25/.// 2/'///.//

5 -alle -erde 354.// 3/'///.//

0 -alle -erde 354./0 3/'///.//

1/ -alle -erde /.// //'///.//

11 -alle -erde 15./ 34'///.//12 -alle -erde 1/.// 12'///.//

13 -alle -erde 1/.// 1'///.//

1 -alle -erde 2/1.5 15/'///.//

1 -alle -erde 404.0 62'///.//

16 -alle -erde 61.02 1//'///.//

14 -alle -erde 25/.// 2/'///.//

15 -alle -erde 354./0 32'///.//

REA M2


86/92

TRIMESTRE

N

6'06.4/ 1

6'4/.50 1

4'22./ 2

4'201.55 2

4'20.42 2

6'5/0. 2

4'12.56 2

4'23.1 2

4'233.6 2

4'242.43 2

4'165.6 36'666.64 3

4'433.33 3

4'13.36 3

6'260.64

12'010.0/

4'12.56

6'416.45 6



87/92

E"&(#I%" #E ERCA#%


1 -alle -erde 340.// 66'///.//

2 -alle -erde 1.46 4/'///.//

3 -alle -erde 23./1 '///.//

-alle -erde 104.5 36'///.//

-alle -erde 100.2/ 34'///.//

6 -alle -erde 5./ 0'///.//

4 -alle -erde 25/.// /'///.//

5 -alle -erde 354.// 4/'///.//

0 -alle -erde 354./0 4/'///.//

1/ -alle -erde /.// 1//'///.//

11 -alle -erde 15./ 4'///.//12 -alle -erde 1/.// 2'///.//

13 -alle -erde 1/.// 20'///.//

1 -alle -erde 2/1.5 36'///.//

1 -alle -erde 404.0 12'///.//

16 -alle -erde 61.02 2/'///.//

14 -alle -erde 25/.// /'///.//

15 -alle -erde 354./0 6'///.//


1 -alle -erde 340.// 66'///.//2 -alle -erde 1.46 4/'///.//3 -alle -erde 23./1 '///.// -alle -erde 104.5 36'///.//

-alle -erde 100.2/ 34'///.//6 -alle -erde 5./ 0'///.//4 -alle -erde 25/.// /'///.//5 -alle -erde 354.// 4/'///.//

0 -alle -erde 354./0 4/'///.//1/ -alle -erde /.// 1//'///.//11 -alle -erde 15./ 4'///.//12 -alle -erde 1/.// 2'///.//

REA M2

REA M2


88/92

E"&(#I%" #E ERCA#%13 -alle -erde 1/.// 20'///.//1 -alle -erde 2/1.5 36'///.//

1 -alle -erde 404.0 12'///.//16 -alle -erde 61.02 2/'///.//14 -alle -erde 25/.// /'///.//15 -alle -erde 354./0 6'///.//


89/92

E"&(#I%" #E ERCA#%

FECARE*ISTRO

N

14.1 3132/12 1

165.44 3262/12 2

151./6 162/12 10

152.3/ 32/12 13

15.4 12/12 /

14/.2 12/12 1

145.4 152/12 33

15/.55 22/12 32

15/.5 632/12 31

151.52 612/12 3

140.21 402/12 15166.64 4232/12

103.33 422/12 3/

145.36 5162/12 23

16.4 0102/12 4

323.// 1/1/2/12 3

145.4 12252/12 35

164.02 22/13 36

15.0/

TRIMESTRE

N

14.1 1165.44 1151./6 2152.3/ 2

15.4 214/.2 2145.4 215/.55 2

15/.5 2151.52 2140.21 3166.64 3




90/92

E"&(#I%" #E ERCA#%103.33 3145.36 3

16.4 323.// 145.4 164.02 6


91/92

A?LI"I" #E L%" RE"(L&A#%"

)F !; D !1 Jrea D !2 triestre

)F !; D !1 1 D !2 2

#ad; Kue se cu7le

/.52

+ calculad;F 32.463+ calculad; M + tabla

+ tablaF .26

!;F 10.10 JreaF 1/.22/

!1F /./36 triestreF 6.///

!2F1.02/

) F165.13

"i a7lica;s un interval; de c;nNanOa c;n una 7r;babilidad de err;r del y &student 2'

Preci; (nitari; F ) ".&. &studentM Preci; (nitari; Pr;edi; M ) D ".&. &student

) ".&. &studentF162.50

) D ".&. &studentF143.34

#e acuerd; a l;s resultad;s arr;Qad;s 7;r el PaKuete EstadBstic; "P"" 2/' la ecuaci8n resusiguiente anera

R2AQustad;F

"e 7uede aNrar c;n t;da c;nNanOa Kue eiste regresi8n c;nQunta entre l;s dat;s' 7;r l;la ecuaci8n de regresi8n c;; sigue' sustituyend; val;res

!s.2


92/92

/6' ent;nces

".&.F 2.02/

&studentF2 1/1/

ltante se e7resa de la

ant; se 7r;cede a ;7erar

Documents

Calculos José Bonifacio Rivero 2015