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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 ;
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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&
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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
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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
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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
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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)*$11*14!/))
21(,2((.00
2(0,2'1.00
*,511,/25.00
'0/,880.00
1,204,*40.00
82',8'0.00
1)*&(#*#!(/))
5,0(1,1*0.00
1,228,5//.00
'',22*,/*2.00
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5,5*8,*/'.00
1',(82,*(/.00
(,4(/,(52.00
*,/4(,(20.00
11,80',51*.00
*,1*',155.00
*,8(*,/00.00
2',815,8'*.00
'00,000.00
1((*)$)*$!4/))
'',188,2(/.00
'5,4'4,500.00
45,*(0,8/1.00
(*,2(5,11*.00
8,00*,552.00
22,05*,284.00
1*,440,((*.00
'00,000.00
32#*)!3*&&$/))
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
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14,1'5,**'.00
25,'44,'*5.00
/,'((,/'/.00
',/'0,(00.00
*,00(,2/0.00
8,5/8,585.00
1)#*33)*$2!/))
'8,(*5,/00.00
10,//1,248.00
1,4/2,55'.00
1',/*4,'00.00
2,'8/,'5/.00
5,5/5,*50.00
(,'5*,120.00
142*#&4*133/))
(4,*50,51*.00
10,**/,1/1.00
1,501,800.00
21,2/2,500.00
2,551,500.00
11,//8,025.00
&2*!1)*!)3/))
1(4,*54,484.00
*,/0',*10.00
8(,181,*80.002,(48,/*/.00
10,124,/51.00
1,'02,//0.00
1,'04,/00.00
241*&2#*!#1/))
((,554,//4.00
2,**/,/80.00
11,(40,000.00
(,201,025.001/,('(,'22.00
1*,'82,*20.00
(1,'2',2*2.00
(1,05*,/50.00
10,154,/*0.00
2,100,050.00
5',12/,400.00
(,'08,(5'.00
2,544,(00.00
1,'85,000.00
1,58*,/00.00
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211,/80.00
22(*&!3*((2/))
(05,21','0*.00
1,820,0*0.00
54,/48,000.001,1'4,/00.00
*50,000.00
1,818,*50.00
2*,1/0,000.00
/,0/2,500.00
1,/(*,/00.00
2,(85,000.00
(2,500,000.00
/*,500,000.00
4*,250,000.00
!4(*(4#*42$/))
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*$(!*)))/))
21,*12,500.00
1(,410,000.00
1,(58,400.00
11,250,000.00
11,250,000.00
(80,000.00
(,082,500.00
(,082,500.00
142,400.00
1(,8/(,528.00
(,825,000.00
2*2,000.00
&3*#2&*&2&/))
1(5,000.00
11,000,000.00
2,000,000.00
1,(02,*50.00
2,02/,500.00
(,455,200.00
*81,400.00
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4,000,000.00
24*$))*&!)/))
(,/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*&!)/))