presupuesto final excel

8/10/2019 Presupuesto Final Excel

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PRESUPUESTO DE OBRA PROYECTO VIVENDA EDIFICIO LATELIER

PROPIETARIO: Fecha :

1 ACTIVIDADES PRELIMINARES

1.1 Cerramiento lote en lona verde h = 2.0 m L = 2.50 m m2 400.0000 12,855.00

1.2 Topografa ! planteo con e"#ipo topografa $ e%e& ! nivele& hr 240.0000 1',5(2.00

1.( Campamento ! almac)n provi&ional #n 1.0000 2,08',*08.00

1.4 +ateria& a-o provi&ionale& gl 4.0000 (44,48*.00

1.5 rovi&ional de energa gl 1.0000 (,02/,28'.00

1./ rovional de ac#ed#cto ! alcantarillado. l50 m gl 1.0000 '12,55(.00

1.* h#tte provi&ional por fachada o c#lata con de&monte gl 1.0000 1,*50,000.00

1.8 Ca&ino gl 1.0000 8((,1*(.00

1.' Corte ! retiro de arol incl. race& h = (.0 m #n 1*.0000 /5,2(2.00

1.10 3emolicin ca&eta vigilancia. ncl retiro gl 1.0000 (1,85/.00

1.11 3e&monte c#ierta e&tr#ct#ra met6lica m7 150.0000 (,4(2.00

1.12 3emolicin m#ro par"#eadero m7 /5.0000 *,424.00

Total ACTIVIDADES PRELIMINARES

2 SEGURIDAD INDUSTRIAL Y PROTECCIONES

2.1 alla protectora para fachada& m2 2,2'5.0000 2,(00.00

2.2 gl 1.0000 /,500,000.00

2.( 9vi&o& ! &e-aliacione& preventiva& ! de &eg#ridad gl 2.0000 4'',000.00

2.4 3otacin de g#ante&, ca&co&, gafa&, careta&, etc. gl 5.0000 '2(,280.00

Total SEGURIDAD INDUSTRIAL Y PROTECCIONES

3 MOVIMIENTOS DE TIERRA Y RELLENOS

(.1 ;


2/10

5.4 m( 1(.1500 424,241.00

5.5 m( 58.4400 ((1,//'.00

5./ m( 8.1000 424,241.00

5.* Eg (,2'8.8000 2,(1*.00

5.8 Eg 5,0'/.'000 2,(1*.00

5.' Eg (,0'8.4*00 2,(1*.00

5.10 Eg (,(82./500 2,(1*.00

5.11 Eg 12,8/8.(200 2,(1*.00

5.12 #n 150.0000 /,000.00

Total ESTRUCTURA CIMENTACI"N

# COLUMNAS Y PANTALLAS

/.1 m( 204.1200 485,'(1.00

/.2 m( 2/*.(800 (5*,14'.00

/.( >ef#ero col#mna& ! pantalla& F!=/0000 p&i. 3 = (8 Eg 1',*(*.1000 2,(1*.00

/.4 >ef#ero col#mna& ! pantalla& F!=/0000 p&i. 3 = 12 Eg 1/,0*0.4000 2,(1*.00

/.5 >ef#ero col#mna& ! pantalla& F!=/0000 p&i. 3 = (4 Eg (,45/.0000 2,(1*.00

/./ >ef#ero col#mna& ! pantalla& F!=/0000 p&i. 3 = *8 Eg ',51'.*/00 2,(1*.00

/.* >ef#ero col#mna& ! pantalla& F!=/0000 p&i. 3 = 1 Eg *,52*.1200 2,(1*.00

/.8 gl 150.0000 /,000.00

Total COLUMNAS Y PANTALLAS

$ LOSAS AEREAS Y DEM%S ESTRUCTURA

*.1 m2 5,10/.0000 '(,(82.00

*.2 m2 11(.8(00 80,'/2.00

*.( m( 4'.0000 48(,/'(.00

*.4 m( 2/.*000 512,0/8.00

*.5 m( 1*./000 418,*10.00

*./ Concreto (000 p&i ona& com#ne&. m( 25.0000 12*,2*'.00

*.* Eg 1(,825./200 2,(**.00

*.8 Eg 40,15'.('00 2,(1*.00

*.' Eg 28,8(5.8200 2,(1*.00

*.10 Eg 40,(48.0(00 2,(1*.00

*.11 Eg 8',**/.8200 2,(1*.00

*.12 Eg 4/,241.4400 2,(1*.00

*.1( Eg 1,1*5.1200 2,(1*.00

*.14 gl 180.0000 /,000.00

Total LOSAS AEREAS Y DEM%S ESTRUCTURA

& MAMPOSTER'A Y CONFINAMIENTOS

8.1 ampo&tera ladrillo cio en &oga por #na cara m2 1,(//.2000 1*,/5'.00

8.2 ampo&tera ladrillo cio en &oga por #na cara ml (41.5500 8,'0*.008.( ampo&tera ladrillo cio en tin o dole &oga m2 204.'(00 ((,(10.00

Concreto premeclado (000 p&i para viga&. ncl#!e formaleta,f#ndicin, virado ! deformal.Concreto premeclado (000 p&i m#ro& de contencin. ncl#!eformaleta, drena%e&, f#ndicin, virado, dilatacione& !de&formaleta.Concreto premeclado (000 p&i viga arpa m#ro contencin.ncl#!e formaleta, f#ndicin ! vir.>ef#ero e&tr#ct#ra de cimentacin F!=/0000 p&i. ncl#!ecorte, fle%ado ! colocacin. 3=(8>ef#ero e&tr#ct#ra de cimentacin F!=/0000 p&i. ncl#!e

corte, fle%ado ! colocacin. 3=12>ef#ero e&tr#ct#ra de cimentacin F!=/0000 p&i. ncl#!ecorte, fle%ado ! colocacin. 3=58>ef#ero e&tr#ct#ra de cimentacin F!=/0000 p&i. ncl#!ecorte, fle%ado ! colocacin. 3=(4>ef#ero e&tr#ct#ra de cimentacin F!=/0000 p&i. ncl#!ecorte, fle%ado ! colocacin. 3=*8Control de Calidad G Cilindro& a compre&in en&a!o paraconcreto& a lo& *, 14 ! 28 da&

Concreto premeclado 4000 p&i col#mna&. ncl. formaleta,f#ndicin, virado, c#rado ! de&encofre.Concreto premeclado (000 p&i pantalla&. ncl. formaleta,

f#ndicin, virado ! de&encofre.

Control de Calidad G Cilindro& a compre&in en&a!o paraconcreto& a lo& *, 14 ! 28 da&

Lo&a a)rea e = 45 cm, aligeramiento en ca&etn de e&terilla.ncl#!e formaleta, f#ndicin concreto premeclado (000 p&i,

virado, c#rado con anti&ol ! de&encofre.

>ampa& vehic#lare& para &tano&, concreto (000 p&i. ncl#!eformaleta, f#ndicin, virado ! de&encofre.Concreto (000 p&i e&calera&. ncl#!e formaleta, f#ndicin,virado ! de&encofre.Concreto (000 p&i tan"#e& ag#a. ncl#!e formaleta, f#ndicin,virado, colocacin cinta HC ! de&encofre.Concreto (000 p&i pi&cina ag#a. ncl#!e formaleta, f#ndicin,virado, colocacin cinta HC ! de&encofre.

>ef#ero lo&a& a)rea& ! dem6& e&tr#ct#ra& F! = /0000 p&i.ncl. alla& electro&oldada&. 3 = 14>ef#ero lo&a& a)rea& ! dem6& e&tr#ct#ra& F! = /0000 p&i.ncl. alla& electro&oldada&. 3 = (8>ef#ero lo&a& a)rea& ! dem6& e&tr#ct#ra& F! = /0000 p&i.ncl. alla& electro&oldada&. 3 = 12>ef#ero lo&a& a)rea& ! dem6& e&tr#ct#ra& F! = /0000 p&i.ncl. alla& electro&oldada&. 3 = 58>ef#ero lo&a& a)rea& ! dem6& e&tr#ct#ra& F! = /0000 p&i.ncl. alla& electro&oldada&. 3 = (4>ef#ero lo&a& a)rea& ! dem6& e&tr#ct#ra& F! = /0000 p&i.ncl. alla& electro&oldada&. 3 = *8>ef#ero lo&a& a)rea& ! dem6& e&tr#ct#ra& F! = /0000 p&i.ncl. alla& electro&oldada&. 3 = 1Control de Calidad G Cilindro& a compre&in en&a!o paraconcreto& a lo& * 14 ! 28 da&


3/10

8.4 ampo&tera lo"#e con doela& para &tano& m2 /11.(/00 2(,220.00

8.5 ampo&tera ladrillo limpio con doela& fachada& m2 '45.0000 2*,455.00

8./ Col#mneta& de confinamiento 15 < 20 (000 p&i ml ((/.0000 20,/(/.00

8.* ml 450.0000 21,5(4.00

8.8 9ncla%e& epepello& 1:( en m#ro& interiore& ml (//.*400 (,'88.00

'.4 >epello& 1:( fachada& ! c#lata&. ncl. 9ndamio& m2 1,8'0.0000 10,410.00

'.5 >epello& 1:( fachada& ! c#lata&. ncl. 9ndamio& ml 5/*.0000 5,2/8.00

'./ >evitada ! champeada de c#lata& m2 *50.0000 *,421.00

'.* Colocacin ! cargada de malla con vena ml 540.0000 *,(28.00

Total REPELLOS

1) ESTUCO* PINTURA Y RECUBRIMIENTOS10.1 ;&t#co ! pint#ra ( mano& en interiore& cielo&. m2 (,801./100 ',141.00

10.2 ;&t#co ! pint#ra ( mano& en m#ro& interiore&. m2 1,222.4800 8,815.00

10.( ;&t#co ! int#ra ( mano& en m#ro& interiore& ml (//.*400 4,0'5.00

10.4 9caado& fachada&. ncl. 9ndamio& m2 1,8'0.0000 11,250.00

10.5 9caado& fachada&. ncl. 9ndamio& ml 5/*.0000 4,500.00

10./ Cal ! procopil &tano& ! c#lata&. m2 2,4(*.4400 4,*8*.00

Total ESTUCO* PINTURA Y RECUBRIMIENTOS

11 ENC+APES E IMPERMEABILI,ACIONES

11.1 ;nchape& cer6mico& m#ro& a-o&. ncl. >epello& m2 (,20*./000 42,011.00

11.2 ;nchape& cer6mico& m#ro& a-o&. ncl. >epello& ml /41.5200 11,8/2.00

11.( ;nchape& cer6mico& m#ro& cocina&. ncl. >epello& m2 1,'80.0000 42,011.00

11.4 ;nchape& cer6mico& m#ro& cocina&. ncl. >epello& ml 1'8.0000 11,8/2.00

11.5 ;nchape& cer6mico& pi&cina. ncl. >epello m2 241.0000 42,011.00

11./ ;nchape& cer6mico& tan"#e&. ncl. >epello m2 /0.0000 (1,*11.00

11.* m2 200.0000 ',52(.00

Total ENC+APES E IMPERMEABILI,ACIONES

12 PISOS E IMPERMERMEABILI,ACIONES

12.1 i&o& cer6mico& a-o&. ncl. 9li&tado e imperm. m2 *'2.0000 42,(/*.00

12.2 Cordn de d#cha ml 1(5.0000 20,5/8.00

12.( m2 '45.0000 12,000.00

12.4 o!o& clo&et& ml '5.0000 ((,/'5.00

12.5 i&o& e&maltado p#nto fi%o con ali&tado m2 /5/.(8*0 24,'*/.00

12./ i&o& e&maltado p#nto fi%o con ali&tado ml *20.0000 24,'*/.00

12.* 9caado de pi&o grada& ! de&can&o. ncl. 9li&tado #nd */.0000 420,122.00

12.8 i&o& acaado& para ona& &ociale& ! e


4/10

12.1/ #nd (0.0000 *,05/.00

Total PISOS E IMPERMERMEABILI,ACIONES

13 CARPINTER'A MET%LICA: ALUMINIO Y RE

1(.1 Hentanera al#minio para fachada&. Hidrio 4 mm polariado m2 54/.*500 558,244.00

1(.2 Hentanera al#minio interiore& apartamento& m2 1/.2000 112,(50.00

1(.( 3ivi&ione& de d#cha vidrio templado 4 mm m2 ('/.0000 1(8,000.00

1(.4 #erta& met6lica& ona& com#ne& 1.0 < 2.10 m #nd /.0000 1'',100.00

1(.5 #erta& met6lica& o al#minio e&peciale& #nd (.0000 250,000.00

1(./ >e%a& para alcone& m2 (*.5000 48,500.00

1(.* >e%a& ! aranda& grada& ! p#nto fi%o m2 5/0.0000 48,500.00

1(.8 >e%a& para ona& com#ne& ! e


5/10

1/.8 r#ea& de la >ed ante +omero& gl 1.0000 4,000,000.00

Total RED CONTRA INCENDIOS

1$ INSTALACIONES DE GAS

1*.1 #nto& ga& calentador, horno ! e&t#fa para apartamento& pto '0.0000 40,1/1.00

1*.2 #nto& ga& para ona& com#ne& pto 2.0000 40,1/1.00

1*.( T#era ga& por lo&a& en 12 ! (4 ml (50.0000 1',*/1.00

1*.4 T#era ga& por #itrone& en (4 ! 1 ml 4/.0000 28,'44.00

1*.5 >amale& t#era ga& &tano& ! . Com#ne& en (4 ! 1 ml /0.0000 28,'44.00

1*./ 9cometida general a t#era matri ! ca%a principal gl 1.0000 (,500,000.00

1*.* Cone


6/10

5,142,000.00

4,/8*,/80.00

2,08',*08.00

1,(**,'48.00

(,02/,28'.00

'12,55(.00

1,*50,000.00

8((,1*(.00

1,108,'44.00

(1,85/.00

514,800.00

482,5/0.00

21*(!$*!11/))

5,2*8,500.00

/,500,000.00

''8,000.00

4,/1/,400.00

1$*3(2*())/))

2',/84,5*4.00

/21,4(2.00

(,(00,250.00

'28,*4/.00

4,'*(,500.00

1,202,/4(.00

4)*$11*14!/))

21(,2((.00

2(0,2'1.00

*,511,/25.00

'0/,880.00

1,204,*40.00

82',8'0.00

1)*&(#*#!(/))

5,0(1,1*0.00

1,228,5//.00

'',22*,/*2.00


7/10

5,5*8,*/'.00

1',(82,*(/.00

(,4(/,(52.00

*,/4(,(20.00

11,80',51*.00

*,1*',155.00

*,8(*,/00.00

2',815,8'*.00

'00,000.00

1((*)$)*$!4/))

'',188,2(/.00

'5,4'4,500.00

45,*(0,8/1.00

(*,2(5,11*.00

8,00*,552.00

22,05*,284.00

1*,440,((*.00

'00,000.00

32#*)!3*&&$/))

4*/,808,4'2.00

',215,'04.00

2(,*00,'5*.00

1(,/*2,21/.00

*,(/',2'/.00

(,181,'*5.00

(2,8/(,4''.00

'(,04',(0*.00

//,812,5'5.00

'(,48/,(8/.00

208,012,8'2.00

10*,141,41/.00

2,*22,*5(.00

1,080,000.00

1*13(*11$*#&&/))

24,125,*2/.00

(,042,18/.00

/,82/,218.00


8/10

14,1'5,**'.00

25,'44,'*5.00

/,'((,/'/.00

',/'0,(00.00

*,00(,2/0.00

8,5/8,585.00

1)#*33)*$2!/))

'8,(*5,/00.00

10,//1,248.00

1,4/2,55'.00

1',/*4,'00.00

2,'8/,'5/.00

5,5/5,*50.00

(,'5*,120.00

142*#&4*133/))

(4,*50,51*.00

10,**/,1/1.00

1,501,800.00

21,2/2,500.00

2,551,500.00

11,//8,025.00

&2*!1)*!)3/))

1(4,*54,484.00

*,/0',*10.00

8(,181,*80.002,(48,/*/.00

10,124,/51.00

1,'02,//0.00

1,'04,/00.00

241*&2#*!#1/))

((,554,//4.00

2,**/,/80.00

11,(40,000.00

(,201,025.001/,('(,'22.00

1*,'82,*20.00

(1,'2',2*2.00

(1,05*,/50.00

10,154,/*0.00

2,100,050.00

5',12/,400.00

(,'08,(5'.00

2,544,(00.00

1,'85,000.00

1,58*,/00.00


9/10

211,/80.00

22(*&!3*((2/))

(05,21','0*.00

1,820,0*0.00

54,/48,000.001,1'4,/00.00

*50,000.00

1,818,*50.00

2*,1/0,000.00

/,0/2,500.00

1,/(*,/00.00

2,(85,000.00

(2,500,000.00

/*,500,000.00

4*,250,000.00

!4(*(4#*42$/))

22,500,000.00

(,1(5,000.00

11,'25,000.00

4/,000,000.00

/8,(10,000.00

5,400,000.00

(,/00,000.00

2,'25,000.00

1*1,000,000.00

334*$(!*)))/))

21,*12,500.00

1(,410,000.00

1,(58,400.00

11,250,000.00

11,250,000.00

(80,000.00

(,082,500.00

(,082,500.00

142,400.00

1(,8/(,528.00

(,825,000.00

2*2,000.00

&3*#2&*&2&/))

1(5,000.00

11,000,000.00

2,000,000.00

1,(02,*50.00

2,02/,500.00

(,455,200.00

*81,400.00


10/10

4,000,000.00

24*$))*&!)/))

(,/14,4'0.00

80,(22.00

/,'1/,(50.00

1,((1,424.001,*(/,/40.00

(,500,000.00

14,/22,(11.00

31*&)1*!3$/))

50,000,000.00

1(,500,000.00

10,000,000.00

*,000,000.00

1,140,000.00

240,000,000.001,850,000.00

10,000,000.00

333*4()*)))/))

5,(*0,000.00

1*,184,000.00

1,118,*50.00

23*#$2*$!)/))

3*(4)*441*&!)/))

3*(4)*441*&!)/))

presupuesto final excel

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