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7/23/2019 Informe Tasacin Completa

1/15

PROYECTOS DE INGENIERA

PROPIETARIO:

SR. GOI MARILUZ MAXIMO ZUIGA PAREDES VITA

UBICACIN: URB. UNICRETO Mz. J3 Lte. 19 - Ne!"C#$%&"tePERITOS:

ALVA ORTEGA' S(%e). ESTACI*N CASANOVA' O+,(. GIR*N CAUCA' J"+/ C()"+.

FINALIDAD DE LA TASACIN:

TASACI*N ARANCELARIA.

VALOR DE LA TASACIN:. 2'93.45


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UNIVERSIDAD NACIONAL DEL SANTAFACULTAD DE INGENIERA - DAICS - E.A.P. INGENIERA CIVIL

PROYECTOS DE INGENIERIA

TASACIN Y VALUACIN DE PREDIO URBANO

A. MEMORIA DESCRIPTIVA:

1. NOMBRE DEL PROPIETARIO:

S. G"6$ M($)z M(7$%" S(. Z6$8( P(ee+ V$t(

2. SOLICITANTE DE LA TASACION:

:$)%e G"6$ Z6$8(

3. OBJETO DE LA TASACIN Y

REGLAMENTACIN EMPLEADA:

CONOCER EL JUSTIPRECIO ACTUAL DEL INMUEBLE DE ACUERDO A

LA NORMATIVA VIGENTE SEG;N EL REGLAMENTO NACIONAL DE

TASACIONES DEL PER;' APROBADO POR R.M. N< 1=->>5-

VIVIENDA.

4. METODOLOGA O REGLAMENTACIN

EMPLEADA:

Re8)(%e?t" N(,$"?() e T(+(,$"?e+

5. FECA A LA CUAL ESTA REFERIDA LA TASACIN:

Ne!" C#$%&"te' >9 e O,t&e e) >1>

!. UBICACIN:

DEPARTAMENTO : ANCAS

PROVINCIA : SANTA

DISTRITO :NUEVO CIMBOTE

LOCALIDAD :U&. Be?"+ A$e+ P.V. Se,t" 3B 3D Z"?( 3

Mz. @J3 Lt @19

UNS-Ing. Civil/2010-II| Docente: Ing. Felipe Villavicencio Gonzlez


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MAN"ANA :@J3

LOTE :19

#. LINDEROS Y PERMETRO:

TERRENO DE ORMA GEOMTRICA RECTANGULAR.

FRENTE :CALLE 1>1 CON 5.>> %.).

LADO DERECO :E?t(?" e? )?e( e,t( ( 9>> %

&. De )( e$,(,$?H

1< P$+"H 1>.>> %

< P$+"H 1>.>> %

1'. "ONIFICACION Y USO ACTUAL DEL PREDIO:

"ONIFICACION URBANA:

E) $?%e&)e e+tK &$,(" e? ?( z"?( e+$e?,$() ,()$,(" ,"%"

R3.

11. USO ACTUAL:



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E) $?%e&)e e+ t$)$z(" (,t()%e?te ,"%" !$!$e?( ?$(%$)$('

,"? (%&$e?te+ e +e e%)e(? ,"%" ,"%e,$" e? e) e?te'

(%&"+ ,"? +e!$,$"+ &K+$,"+.

12. INFRAESTRUCTURA DE SERVICIOS URBANOS:

E) e$" ,e?t( ,"? +e!$,$"+ e (8( "t(&)e' (),(?t($))("'

e?e8( e)/,t$,(' te)e"?(.

13. CARACTERSTICAS DEL ENTORNO:

Z"?( Re+$e?,$() " e7,e)e?,$(' ,"? ()8?"+ )",()e+ e ,"%e,$"

e (t,)"+ e $%e( ?e,e+$(' ()8?(+ &"t$,(+ F ee6(+

)$&e(+' (+ ,"%" ,(&$?(+ e $?te?et.

E) (,,e+" !e#$,)( ( )( z"?( e+ $?%e$(t" e+ ,e?t( ,"? $+t(+

F !ee(+ ,"%)et(+. Pe" +$ +e +e6()( e e? ()8?(+ ,())e+ #(F

e?$e?te+ "??,$((+ " )( t""8(( "$( e )( z"?(.

14. DESCRIPCION DE LA DISTRIBUCION:

L( $+t$&,$? "&ee,e ( ? P"Fe,t" e V$!$e?( U?$(%$)$('

e ,"?+t( e $+"+.

L( $+t$&,$? e+ )( +$8$e?teH E) P$%e P$+" ,"?+t( e +e$+

(%&$e?te+H > (%&$e?te+ e +"? +("+ ,"%" ,"%e,$"' (%&"+

,"? +e!$,$"+ $8$/?$,"+' > "%$t"$"+ +e,?($"+' >1"%$t"$" ,"%)et"' >1 (t$" ,"? )(!(?e(. E) +e8?" $+"

,"?+t( e "?,e (%&$e?te+H > "%$t"$"+ +e,?($"+ +$?

++.##.' > "%$t"$"+ ,"%)et"+ $?,)Fe + +e!$,$" #$8$/?$,"' >1

+()(' > &(6" e !$+$t(' >1 ,"%e"' >1 ,",$?(.

R()*+(, ( /(0):

e( e C"?+t,,$? 1e$+" H 13.>> %

e( e C"?+t,,$? "$+" H 13.>> %.



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e( t"t() ,"?+t$( H =.>> %.

e( T"t() H 15.>> %

15. DESCRIPCION DE LA EDIFICACION:

CIMENTACIN:

C$%$e?t"+ ,"$"+ e ,"?,et" ,$,)e" F +"&e,$%$e?t"+ $e%.

ESTRUCTURA:

C")%?(+' !$8(+ $?,$()e+ F e (%(e' te,#" ()$8e(" #>'>

% e ,"?,et" (%(".

MUROS:

De )($))" Q$?8 Q"?8 F (?eet( e (,$))(' (+e?t("+ e ,(&ez(

F +"8( %ez,)( 1H2.

TECOS Y COBERTURAS:

Te,#" ()$8e(".

PISOS Y CONTRAPISOS:

P$+" e %(F)$,( e? )(+ Ke(+ e ,"%e,$" (+ %$+%" e? )"+

"%$t"$"+ e? e) $%e $+"' e? e) +e8?" $+" +e e?,e?t( e?

,e%e?t" )$"' e+t" e +e e?,e?t( e? ,"?+t,,$?.

CONTRA"OCALOS Y REVESTIMIENTOS:

T((e" "t(,#(" e? (ee+ F ,$e)" (+".

CARPINTERIA:

Ve?t(?(+ e %(e( F et(+ ,"?t()(,((+ e %(e(' e? e)

+e8?" $+" ?" e+e?t( et(+ ?$ !e?t(?(+ (F e +e

e?,e?t(? t((e(?" )(+ +e,$e+.



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E? )( "?te( e+e?t( et(+ e?"))(&)e+ (( )"+ ,"%e,$"+.

VIDRIOS:

V$$"+ t(?+(e?te+' S$+te%( D$e,t".

PINTURA:

P$?t( )(!(&)e.

CERRAJERA:

C#((+ e "+ 8")e+ t$" "te.

INSTALACIONES SANITARIAS:

T&e(+ PVC F (8(' t&e(+ PVC e+(8e

e%"t(" e? %"+ F $+"+' ))(!e+ e +()$( e (8( ,"%((+.

INSTALACIONES ELECTRICAS:

T&e(+ PVC e%"t((+ e? te,#"+ F %"+' ,"$e?te t$K+$,('

,(&)e+ T: N' 1 F 1. T(&)e" e $+t$&,$? ,"? ))(!e+

e)e,t"%(8?/t$,(+.

INSTALACIONES TELEFNICAS:

T&e(+ PVC e%"t((+ e? %"+ F $+"+.

INSTALACIONES COMPLEMENTARIAS:

C$+te?( +&teK?e( e (8( 3 %3' e)e,t"&"%&( F t(?e

e)e!(" .2 %3 e (8( "t(&)e.

1!. ESTADO DE CONSERVACIN:

Be?(.

1#. SERVIDUMBRES:

N" t$e?e.

1%. ANTIGEDAD DE LA CONSTRUCCIN:



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Se8W? )( e,)((,$? e K&$,(' $?+,$t" e? )"+ Re8$+t" PW&)$,"+'

)( (?t$8e( e )( ,"?+t,,$? e+ e 12 (6"+ (( e) $%e

$+" F 1 (6" (( e) +e8?" $+".

1&. GRAVAMENES:

N" +e e+e?t( 8(!K%e?e+.

2'. OBSERVACIONES:

L"+ ",%e?t"+ t$)$z("+ F ( )( !$+t( +"? )"+ +$8$e?te+H

Tt)" e P"$e( $?+,$t" e? )"+ Re8$+t"+ PW&)$,"+ e

C#$%&"te. P"Fe,t" e A$te,t(' ("&(" " )( MPS.

21. VALORI"ACION:

21.1. CONSIDERACIONES GENERALES:

P(( ee,t"+ e )( V()"$z(,$? e) $?%e&)e +e #(? te?$" e?

,e?t( )"+ +$8$e?te+ (,t"e+H

E+t,t( U&(?(. Z"?$,(,$?.

Ree+ V$()e+.

Se!$,$"+ C"%e,$()e+ C$,?(?te+.

E$(%$e?t" U&(?" (e,(".

Re?t(&$)$( e? e) Me,(" $?%"&$)$($".

C"?+")$(,$? U&(?( e? e) e?t"?".

21.2. VALOR DEL TERRENO VT:

De )"+ (t"+ "",$"?("+ " )( M?$,$()$( D$+t$t() e Ne"

C#$%&"te e? ,(?t" () V()" A(?,e)($"' e )(+ $?!e+t$8(,$"?e+

ee,t(( e? )( z"?( "?e +e &$,( e) $?%e&)e F te?$e?" e?

,"?+$e(,$? )" +$8$e?teH

U&$,(,$? e?t" e )( z"?( F (,$)$( e (,,e+" e(t"?() F

!e#$,)(.

L",()$z(,$?' $%e?+$? F ,"?$,$? e) tee?".



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E+t(" F ,()$( e )"+ +e!$,$"+ W&)$,"+ e (8(' e+(8e F

e)e,t$,$(.

E) !()" ((?,e)($" e) tee?" t$e?e ? !()" e S.%4.''?e!"+

+")e+ " %.

VT 14# +2 6 S. %4.'' S. 12 34%.''

21.3. VALOR DE LA EDIFICACIN VE

Te?$e?" e? ,"?+$e(,$? )(+ ,((,te+t$,(+ ,"?+t,t$!(+' )"+

(,(&("+ F )"+ %(te$()e+ e"%$?(?te+ e%)e("+ e? )(

e$,(,$?' (+ ,"%" )"+ e,$"+ (,t()$z("+ e? e) %e,(" e )(+

$ee?te+ (t$(+ e )( ,"?+t,,$?' +e e+t(&)e,e ? !()"

"?e(" " %e Ke( ,"?+t$(.

Le8" e) !()" e )( e$,(,$? +eKH

17 P8)9:1>.>> %7 =.92 7 1-1Y S. 55#3&.1%

27 P8)9:1>.>> % 7 >.33 7 1-4Y S. 5!!'!.2'

VE= S/. 112345.3%' N*(;9) )9


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. I?+t()(,$? e )( ,$+te?(H S[. '>>.>>

VOC S[. 3'>>>.>>

21.5. VALOR TOTAL DEL INMUEBLE:

V()" e) tee?" S. 1234%.''

V()" e )( E$,(,$? S/. 112345.3%

V()" e "&(+ ,"%)e%e?t($(+ S. 3'''.''

VALOR TOTAL DEL INMUEBLE S. 12#!&3.3% N*(;9)

S9


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ANEOS

P)(?"+ e A$te,t( e) Pe$".

P)(?" A(?,e)($" e) D$+t$t" e Ne!" C#$%&"te >1>.

C(" De V()"e+ U?$t($"+ O,$()e+ De E$,(,$? A N$!e) N(,$"?()

Ee,$,$" $+,() >1>

T(&)(+ e Dee,$(,$? " A?t$8e( F E+t(" e C"?+e!(,$?-

,"?(t(->1>. Me%"$( e C(),)".

C"+t"+ ?$t($"+ (( "&(+ ,"%)e%e?t($(+

P(?e) "t"8K,".



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ANEO:

ANALISIS DE COSTOS UNITARIOS PARA LAS

OBRAS COMPLEMENTARIAS DE CISTERNA Y TANQUE ELEVADO

a!ti"a : 1.01 Excavacion manual

C#a"!illa: 0.1 cap $ 1 peon

%en"i&iento: '.( &'

De)c!ipci*n Uni Canti"a" U a!cial +otal

Materiales

Mano de obra

Capataz ,, 0.2' 1.2 '.2

eon ,, 2.2 .1 22.01

2(.2

Equip y herram

e!!a& &an#ale) 34o 0.0' 2(.2 0.(

2.0(

a!ti"a : 1.02 Eliminacion de material excedente

C#a"!illa: 0.1 cap $ ' peon

%en"i&iento: 2 &'


Materiales

Mano de obra

Capataz ,, 0.0' 1.2 0.'

eon ,, 1 .1 .1

10.0

Equip y herram

e!!a& &an#ale) 34o 0.0' 10.0 0.'01

10.'



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a!ti"a : 1.0' Acero fy = 4200 kg/cm2

C#a"!illa: 0.1 cap $ 1 ope! $ 1o5ic

%en"i&iento: 2(0 6g


Materiales

7la&8!e 91 6g 0.0( '.' 0.1

ace!o co!!#ga"o 6g 1.0 2.22 2.'

2.(

Mano de obra

Capataz ,, 0.00' 1.2 0.0

ope!a!io ,, 0.0'2 11. 0.'

o5icial ,, 0.0'2 10. 0.'

0.

Equip y herram

e!!a& &an#ale) 34o 0.0' 0. 0.02

cizalla ,& 0.02 ( 0.1'

0.1(

'.

a!ti"a : 1.0 Concreto F'c = 1! kg/cm2

C#a"!illa: 0.1 cap $ ' ope! $ peone)

%en"i&iento: &'


Materiales

pie"!a "e1/2 &' 0.(( 2 1(.0

a!ena g!#e)a &' 0.( 1.( .

ce&ento tipo I 8ol) .' 1.( 1((.

ag#a &' 0.1 ( 0.'

ga)olina galn 0.'2 1' .1

1.

Mano de obra

Capataz ,, 0.0 1.2 1.2

ope!a!io ,, 2. 11. '1.1



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peon ,, (.'' .1 (1.22

.20

Equip y herrame!!a& &an#ale) 34o 0.0' .2 2.('

&ezcla"o!a 1,p- p' ,& 0. 10 .00

vi8!a"o! ,p ,& 0. .2( (.00

1(.('

2.1

a!ti"a : 1.0( Encofrado y "e#encofrado

C#a"!illa: 0.1 cap $ 1 ope! $ 1o5ic

%en"i&iento: 10 &2

De)c!ipci*n Uni Canti"a" U a!cial +otalMateriales

7la&8!e 9 6g 0.' '.' 1.01

clavo) "e ' 6g 0.' '.' 1.1

&a"e!a to!nillo p2 (.'2 2 10.

12.Mano de obra

Capataz ,, 0.0 1.2 1.1

ope!a!io ,, 0. 11. .(1

o5icial ,, 0. 10. .(1

1.1

Equip y herram

e!!a& &an#ale) 34o 0.0' 1.1 0.(

'2.('



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PANEL OTOGRICO

V$+t( Ge?e()

C"?+t,,$? A,t() e? e) Se8?" N$!e)


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