Apus_camacol 1i3a

INSTITUTO TECNOLOGICO METROPOLITANO. Fecha : 08/09/2010

800214750

Página :1 Hora : 08:51:35

Análisis Unitarios Código 011010

Nombre

Und

Cantidad % Unitaria Desp

Precio

Subtotal

Retiro aparatos sanitarios

und

60032

oficial de 1a obra negra

h

1.0000

6,410.00

6,410.00

60038

ayudante entendido

h

1.5000

4,455.00

6,682.50

Herramienta Menor sobre M. Obra

5 % ==>

Valor Total del Item ==> 011012

654 ================ 13,747.12

Retiro de puertas

und

60032


h

0.8000

6,410.00

5,128.00

60038

ayudante entendido

h

0.8520

4,455.00

3,795.66


5 % ==>


446 ================ 9,369.84

Retiro de ventanas(inc.vidrio)

und

60032


h

0.8500

6,410.00

5,448.50

60038

ayudante entendido

h

1.3640

4,455.00

6,076.62


5 % ==>


576 ================ 12,101.37

Retiro cub.teja-barro(+botada)

m2

60032


h

0.7390

6,410.00

4,736.99

60038

ayudante entendido

h

1.0000

4,455.00

4,455.00

62128

transporte en volqueta

vje

0.1000

42,224.00

4,222.40

71227

andamio tramo completo 1.5x1.5

d¡a

0.1000

801.00

80.10

71247

can hasta 2.80 m m.c.

d¡a

0.1000

285.00

28.50


5 % ==>


670 ================ 14,193.70

Retiro cub.teja a-c(+botada)

m2

60032


h

0.5200

6,410.00

3,333.20

60038

ayudante entendido

h

0.7000

4,455.00

3,118.50

62128


vje

0.0600

42,224.00

2,533.44

71227


d¡a

0.2000

801.00

160.20

71247


d¡a

0.2000

285.00

57.00


5 % ==>


449 ================ 9,651.59

Retiro cub.en canal.(+botada)

m2

60032


h

0.5000

6,410.00

3,205.00

60038

ayudante entendido

h

0.7000

4,455.00

3,118.50

62128


vje

0.0600

42,224.00

2,533.44

71227


d¡a

0.2600

801.00

208.26

71247


d¡a

0.2600

285.00

74.10


5 % ==>

Valor Total del Item ==> Sistema Presupuesto de Obra. Desarrollado Por S.A.S.

Serie Nro : Ver Educativa

442 ================ 9,582.14


800214750



Nombre

Und


Precio

Subtotal

Demolic.muro lad.10-15(botada)

m2

60033


h

0.3000

5,385.00

1,615.50

60038

ayudante entendido

h

0.7000

4,455.00

3,118.50

60590

m.de o.cargue en volq.y botada

m3

0.1500

5,179.00

776.85

70863

compresor s 185 ce15010

h

0.0300

58,000.00

1,740.00


5 % ==>


275 ================ 7,526.39

Demolic. muro lad.20 (+botada)

m2

60033


h

0.3000

5,385.00

1,615.50

60038

ayudante entendido

h

1.2500

4,455.00

5,568.75

60590


m3

0.2000

5,179.00

1,035.80

70863


h

0.0400

58,000.00

2,320.00


5 % ==>


411 ================ 10,951.05

Desm.muro bl.conc10-15(+bot.)

m2

60033


h

0.3000

5,385.00

1,615.50

60038

ayudante entendido

h

1.1000

4,455.00

4,900.50

60590


m3

0.1500

5,179.00

776.85

70863


h

0.0380

58,000.00

2,204.00


5 % ==>


364 ================ 9,861.49

Desm.muro bl.conc 20(+botada)

m2

60033


h

0.3000

5,385.00

1,615.50

60038

ayudante entendido

h

1.7000

4,455.00

7,573.50

60590


m3

0.2000

5,179.00

1,035.80

70863


h

0.0500

58,000.00

2,900.00


5 % ==>


511 ================ 13,636.04

Demol.placas alig.35(+ botada)

m2

60038

ayudante entendido

h

1.7000

4,455.00

7,573.50

60039

ayudante raso

h

1.5000

3,890.00

5,835.00

60590


m3

0.3500

5,179.00

1,812.65

70861

compresor diesel con operario

h

0.3000

65,445.00

19,633.50


5 % ==>

Valor Total del Item ==>

761 ================ 35,615.70

011052

Demol.placas,col,vig(+ botada)

m3

60590


m3

1.0000

5,179.00

5,179.00

70861


h

0.9000

65,445.00

58,900.50

Sistema Presupuesto de Obra. Desarrollado Por S.A.S.



800214750


Análisis Unitarios Código

Nombre

Und



Precio 5 % ==>


Subtotal 258 ================ 64,338.45

011053

Demol.piso concreto (+ botada)

m3

60590


m3

0.1000

5,179.00

517.90

70861


h

0.1500

65,445.00

9,816.75


5 % ==>


25 ================ 10,360.54

Demol.muros lad.e=10 y 15

m2

60033


h

0.3000

5,385.00

1,615.50

60038

ayudante entendido

h

0.7000

4,455.00

3,118.50


5 % ==>


236 ================ 4,970.70

Recuperacion lad. de muros

und

60033


h

0.0300

5,385.00

161.55

60038

ayudante entendido

h

0.0600

4,455.00

267.30


5 % ==>


21 ================ 450.29

011056

Demol.muro lad. e=20

m2

60033


h

0.3000

5,385.00

1,615.50

60038

ayudante entendido

h

1.2500

4,455.00

5,568.75


5 % ==>


359 ================ 7,543.46

Desmonte alas de puerta

und

60033


h

0.4000

5,385.00

2,154.00

60039

ayudante raso

h

0.6000

3,890.00

2,334.00


5 % ==>


224 ================ 4,712.40

Demol.enchapes porcelana

m2

60035

oficial de 2a obra blanca

h

0.2000

5,385.00

1,077.00

60038

ayudante entendido

h

0.3000

4,455.00

1,336.50


5 % ==>


120 ================ 2,534.17

Campam.prov.en ladr.(28 m2)

gb

10380

teja ond. eternit # 8 gris

und

14.0000

1

27,100.00

383,194.00

15226

vent.al.corr.1.20x1.20

m2

4.0000

1

67,000.00

270,680.00

15576

sanitario fluxometro 2650

und

1.0000

562,600.00

562,600.00

15590

lavam. de colgar blanco

und

1.0000

30,100.00

30,100.00

20008

piedra

m3

5.6000

34,800.00

204,624.00


5



800214750



Nombre

Und


Precio

Subtotal

20087

concr.2500 psi(1.1/2 pulg ) pr

m3

5.2000

5

258,332.00

1,410,492.72

20107

mortero 1:7 en obra

m3

2.9000

5

143,051.00

435,590.29

20148

lad.perf.hzontal liso 10-20-40

und

632.0000

2

860.00

554,390.40

20366

arenilla triturada

m3

1.4000

8

17,400.00

26,308.80

25323

desague lavamanos senc

und

1.0000

7,200.00

7,200.00

60033


h

56.0000

5,385.00

301,560.00

60038

ayudante entendido

h

112.0000

4,455.00

498,960.00

60996

m.de o.acarreo int.mat.de llen

m3

1.5120

4,662.00

7,048.94

61963

acarreo int.mezclas

m3

3.0450

6,189.00

18,845.50

62133

salida toma 110

sal

5.0000

10,468.00

52,340.00

80004

tpte agregados m3/km

m3

7.0000

1,500.00

10,500.00


5 % ==>


43,937 ================ 4,818,372.38

Caseta en madera(24 m2)

gb

10380


und

12.0000

27,100.00

325,200.00

20008

piedra

m3

4.8000

34,800.00

167,040.00

20095

concr.3500 psi(3/4 pulg ) prem

m3

2.3300

5

306,240.00

749,216.16

20366

arenilla triturada

m3

1.2000

1

17,400.00

21,088.80

21559

clavo corriente 2 pulg

lb

1.0000

10

1,450.00

1,595.00

23862

can 2x8pulg mad.comun sin cep

und

16.0000

1

14,500.00

234,320.00

23898

telera 135cmx90cm mad.comun si

und

32.0000

1

29,000.00

937,280.00

28506

media telera135x45cm mad.comun

und

16.0000

1

16,250.00

262,600.00

60033


h

24.0000

5,385.00

129,240.00

60038

ayudante entendido

h

48.0000

4,455.00

213,840.00

80004


m3

6.0000

1,500.00

9,000.00


5 % ==>


17,154 ================ 3,067,573.96

Baño prov.para obreros (4m2)

gb

10380


und

2.0000

1

27,100.00

54,742.00

15576

sanitario fluxometro 2650

und

1.0000

1

562,600.00

568,226.00

20008

piedra

m3

0.8000

34,800.00

27,840.00

20087


m3

0.4000

5

258,332.00

108,499.44

20107

mortero 1:7 en obra

m3

0.4830

5

143,051.00

72,548.31

20148


und

230.0000

2

860.00

201,756.00

20366

arenilla triturada

m3

0.2000

1

17,400.00

3,514.80

21654

codo 90ø-1/4 cxc 4 pulg pavco

und

1.0000

7,731.00

7,731.00

22023

sifon c/tapon 1.1/2 pulg san

und

1.0000

3,056.00

3,056.00

22257

tub.concr.u.m. 4 pulg ind.diq

m

20.0000

7,621.00

152,420.00

60033


h

16.0000

5,385.00

86,160.00

60038

ayudante entendido

h

16.0000

4,455.00

71,280.00

61194

m.de o.inst.sanitarios

und

1.0000

12,315.00

12,315.00




800214750



Und

Nombre



Precio 5 % ==>

Valor Total del Item ==> 012516 20077

Instal.prov.linea telefonica

und

linea telefonica

und

1.0000

8,487 ================ 1,378,576.30

150,000.00


150,000.00

5 % ==>


Subtotal

================ 150,000.00

Cerram.prov.alambre de pua

ml

10110

alb.de puas de 12 1/2 x 360-36

kg

0.2000

5

3,050.00

640.50

21681

grapas galv. tipo grillete 3/8

kg

0.0500

10

3,480.00

191.40

60033


h

0.5000

5,385.00

2,692.50


5 % ==>


134 ================ 3,659.02

012520

Cerram.prov.en tabla

ml

21553


lb

1.0000

10

2,000.00

2,200.00

23838

cuadro 4x4pulg mad.comun sin

und

1.0000

1

11,352.00

11,465.52

23862


und

0.3330

1

14,500.00

4,876.78

23898

telera 135cmx90cm mad.comun si

und

1.4000

29,000.00

40,600.00

28506

media telera135x45cm mad.comun

und

0.7000

16,250.00

11,375.00

60033


h

0.5000

5,385.00

2,692.50

60038

ayudante entendido

h

0.5000

4,455.00

2,227.50


5 % ==>


246 ================ 75,683.30

012522

Cerram.prov.lam.sin zocalo

ml

10820

cub. arquit. 0.73x2.44-cal. 30

und

1.0000

19,645.00

19,645.00

60033


h

0.5000

5,385.00

2,692.50

60038

ayudante entendido

h

1.0000

4,455.00

4,455.00


5 % ==>

Valor Total del Item ==> 014010 60039 70988

Descapote a maquina

m3

ayudante raso

h

buld.rip.standar cater d8k-76v

h

3,890.00

233.40

263,650.00

15,819.00

0.0600 0.0600


5 % ==>

Valor Total del Item ==> 014012 21559 62083

Localizacion y replanteo

dia


lb

comision topografica

dia


1,450.00

132,254.00

132,254.00

5 % ==>


11 ================ 16,064.07

1,450.00

1.0000 1.0000

357 ================ 27,149.87


6,612 ================ 140,316.70


800214750


Análisis Unitarios Código 014020 70988

Nombre

Und

Explan.por corte extendida

m3


h

Cantidad % Unitaria Desp 0.0290


Precio

263,650.00

Explan.relleno material selec.

m3

7,645.85

5 % ==>


Subtotal

================ 7,645.85

60038

ayudante entendido

h

0.4000

4,455.00

1,782.00

70988


h

0.0330

263,650.00

8,700.45

71042

motoniv.diesel-159hp huber f15

h

0.0400

63,684.00

2,547.36


5 % ==>


89 ================ 13,118.91

Explan.con retiro

m3

60038

ayudante entendido

h

0.5000

4,455.00

2,227.50

70988


h

0.0330

263,650.00

8,700.45

71007

cargador bobcat s175 (con oper

h

0.0280

56,200.00

1,573.60

71587

volq.casp :5.0 m3

d¡a

0.1500

450,000.00

67,500.00


5 % ==>


111 ================ 80,112.92

Exc.a maq.(h=1-1.5 c.abierto)

m3

60038

ayudante entendido

h

0.2000

4,455.00

891.00

70988


h

0.0600

263,650.00

15,819.00

71007

cargador bobcat s175 (con oper

h

0.0600

56,200.00

3,372.00


5 % ==>


44 ================ 20,126.55

Exc.manual mat.heterog.(0-2m)

m3

60038

ayudante entendido

h

1.5000

4,455.00

6,682.50

60039

ayudante raso

h

1.0000

3,890.00

3,890.00


5 % ==>


528 ================ 11,101.12


m3

60038

ayudante entendido

h

2.1000

4,455.00

9,355.50

60039

ayudante raso

h

2.1000

3,890.00

8,169.00

71738

bomba succ.de 2 pulg

d¡a

0.0250

28,000.00

700.00


5 % ==>


876 ================ 19,100.72


m3

60038

ayudante entendido

h

2.6000

4,455.00

11,583.00

60039

ayudante raso

h

2.6000

3,890.00

10,114.00

71738


d¡a

0.0310

28,000.00

868.00




800214750



Nombre

Und



Precio 5 % ==>


Subtotal 1,084 ================ 23,649.85

Exc.manual mat.heterog.(6 mas)

m3

60038

ayudante entendido

h

3.0000

4,455.00

13,365.00

60039

ayudante raso

h

3.0000

3,890.00

11,670.00


5 % ==>


1,251 ================ 26,286.75

Exc. para pilas(h=15m)

m3

23874

tabla 2cmx10pulg mad.comun si

m

1.0000

7,500.00

7,500.00

60219

m.de o.exc.pilas 2-4mt

m3

1.0000

21,300.00

21,300.00

71504

molinete

d¡a

0.1200

2,088.00

250.56

71738


d¡a

0.0310

28,000.00

868.00


5 % ==>


1,065 ================ 30,983.56

Exc.de taludes(incluye botada)

m3

60032


h

0.5300

6,410.00

3,397.30

60038

ayudante entendido

h

4.4000

4,455.00

19,602.00

60590


m3

1.0000

5,179.00

5,179.00


5 % ==>


1,408 ================ 29,587.21

Exc. manual(incluye botada)

m3

60032


h

2.0000

6,410.00

12,820.00

60038

ayudante entendido

h

5.0000

4,455.00

22,275.00

60590


m3

1.0000

5,179.00

5,179.00


5 % ==>


Exc. manual en roca

pul

m.de o.voladura (todo costo)

pul

1.0000


975.00 5 % ==>


Excavacion manual roca (zanja)

m3

ayudante raso

h

7.5000


5 % ==>

975.00

48 ================ 1,023.75

3,890.00


2,013 ================ 42,287.70

29,175.00

1,458 ================ 30,633.75

Retiro y botada tierra

m3

ayudante raso

h

0.1000

3,890.00

389.00

60590


m3

1.0000

5,179.00

5,179.00

70916

retr.s/ll c:76m3 jcb-214s

h

0.0500

69,600.00

3,480.00




800214750



Nombre

Und



Precio 5 % ==>


Subtotal 278 ================ 9,326.40

Lleno en mat.selecc.a maquina

m3

60038

ayudante entendido

h

0.9500

4,455.00

4,232.25

70988


h

0.0250

263,650.00

6,591.25

71055

compac.vibr. 80-92hp ing.rand

h

0.0300

81,200.00

2,436.00


5 % ==>


Lleno en concreto simple

m3

20087


m3

1.0000

60032


h

60038

ayudante entendido

h

258,332.00

284,165.20

4.1600

6,410.00

26,665.60

6.2000

4,455.00

27,621.00

10


5 % ==>


211 ================ 13,471.11

2,714 ================ 341,166.13

Lleno en concreto ciclopeo

m3

20008

piedra

m3

0.3000

5

34,800.00

10,962.00

20087


m3

0.7000

5

258,332.00

189,874.02

60996


m3

0.3150

4,662.00

1,468.53

61963

acarreo int.mezclas

m3

0.7350

6,189.00

4,548.91

61995

m.de o.vaciado conc.ciclopeo

m3

1.0000

35,890.00

35,890.00

4,307.00

3,101.04

1,500.00

486.67

8,200.00

6,027.00

71667

vibrador electrico

h

0.7200

80004


m3

0.3150

80195

tpte concr.mezc.m3/km

m3

0.7350

3


5 % ==>


Lleno manual en arenilla

m3

20366

arenilla triturada

m3

1.0000

61994

m.de o.lleno man.en arenilla

m3

71098

vibrocomp.gasol.(rana) liviano

80004


17,400.00

22,620.00

1.0000

5,337.00

5,337.00

d¡a

0.5000

21,500.00

10,750.00

m3

1.3000

1,500.00

1,950.00

30


5 % ==>


2,095 ================ 254,453.55

266 ================ 40,923.85

Lleno manual en tierra comun

m3

62123

m.de o.lleno man.mat.exc.

m3

1.0000

5,337.00

5,337.00

71098


d¡a

0.0300

21,500.00

645.00


5 % ==>


Lleno estruct.(acarreo y rana)

m3

arenilla triturada

m3


1.0000

30

266 ================ 6,248.85

17,400.00


22,620.00


800214750



Nombre

Und


Precio

Subtotal

60038

ayudante entendido

h

1.0000

4,455.00

4,455.00

60039

ayudante raso

h

0.5000

3,890.00

1,945.00

61964

m.de o.acarreo int.mat.exc.

m3

1.0000

4,662.00

4,662.00

71098


d¡a

0.1880

21,500.00

4,042.00


5 % ==>


Lleno estruct.e=.10(acarr y r)

m2

ayudante entendido

h

0.6000

4,455.00


5 % ==>


Lleno con pison manual

m3

ayudante entendido

h

0.6000

5 % ==>


71098

133 ================ 2,806.65

m3

ayudante entendido

h

1.3000

4,455.00

5,791.50


d¡a

0.1000

21,500.00

2,150.00

5 % ==>

Valor Total del Item ==> Entibado corrido (4 usos)

ml

21559


lb

0.5000

23838


und

23862


60032 60038

289 ================ 8,231.07

1,450.00

797.50

1.6600

11,352.00

18,844.32

und

1.2000

14,500.00

17,400.00


h

1.0000

6,410.00

6,410.00

ayudante entendido

h

2.0000

4,455.00

8,910.00

10


5 % ==>


2,673.00

Lleno escombros de demolicon


016010

2,673.00

133 ================ 2,806.65

4,455.00


015065

553 ================ 38,277.10

Entibado temporal tablon/medio

m2

21559


lb

0.1500

10

766 ================ 53,127.82

1,450.00

239.25

23862


und

1.4000

14,500.00

20,300.00

23874


m

1.3000

7,500.00

9,750.00

60032


h

0.7000

6,410.00

4,487.00

60038

ayudante entendido

h

1.5000

4,455.00

6,682.50


5 % ==>


Solados (e=5cm)

m2

21550


m3

0.0500

60032


h

60038

ayudante entendido

h


558 ================ 42,017.22

242,324.00

12,722.01

0.4250

6,410.00

2,724.25

0.4250

4,455.00

1,893.37

5



800214750

Página :10 Hora : 08:51:35


Nombre

Und



Precio 5 % ==>


Subtotal 230 ================ 17,570.51

Recintes (e=20 cm)

m2

20008

piedra

m3

0.1000

3

34,800.00

3,584.40

20092


m3

0.1000

8

253,924.00

27,423.79

21559


lb

0.2000

10

1,450.00

319.00

23862


und

0.2000

14,500.00

2,900.00

60032


h

1.7500

6,410.00

11,217.50

60038

ayudante entendido

h

1.7500

4,455.00

7,796.25

71317

telera en madera 0.90x1.35

d¡a

3.0000

400.00

1,200.00

71403

taco metalicos largos 1.8-2.8

d¡a

24.0000

270.00

6,480.00


5 % ==>


950 ================ 61,871.62

Concr.ciclopeo-cimentacion

m3

20008

piedra

m3

0.4400

5

34,800.00

16,077.60

20088


m3

0.6600

5

280,024.00

194,056.63

60244

vac.concr.zapatas

m3

1.0000

35,880.00

35,880.00

80004


m3

0.4400

1,500.00

660.00


5 % ==>


1,794 ================ 248,468.23

Concreto en cimientos

m3

20088


m3

1.0000

8

280,024.00

302,425.92

23874


m

4.0000

3

7,500.00

30,900.00

60032


h

3.0000

6,410.00

19,230.00

60038

ayudante entendido

h

3.0000

4,455.00

13,365.00

71667

vibrador electrico

h

0.7500

4,307.00

3,230.25


5 % ==>


1,629 ================ 370,780.92

Demol.cabezote de pilotes

m3

60038

ayudante entendido

h

6.0000

4,455.00

26,730.00

70861


h

3.5000

65,445.00

229,057.50


5 % ==>


Concr.reforzado en anillos

m3

10017

acero corrugado 60 1 pulg

kg

5.0000

20088


m3

1.0000

60032


h

60038

ayudante entendido

60046

operador equipo mediano

1,336 ================ 257,124.00

2,014.00

10,070.00

280,024.00

308,026.40

5.0000

6,410.00

32,050.00

h

8.0000

4,455.00

35,640.00

h

3.0000

6,478.00

19,434.00


10



800214750

Página :11 Hora : 08:51:35


Nombre malacate pluma 250 kg

Und


d¡a

0.5000

Precio 27,400.00


5 % ==>


Concr.en vigas de amarre fund.

m3

20088


m3

1.0000

61140

m.de o.vigas fund(form-vac-des

m3

71667

vibrador electrico

h

Subtotal 13,700.00

4,356 ================ 423,276.60

280,024.00

299,625.68

1.0000

62,266.00

62,266.00

0.7500

4,307.00

3,230.25

7


5 % ==>


3,113 ================ 368,235.23

021062

Vigas amarre inferior 15*20

ml

20088


m3

0.0300

280,024.00

8,400.72

23874


m

0.3000

7,500.00

2,250.00

60032


h

0.2000

6,410.00

1,282.00

60038

ayudante entendido

h

0.3000

4,455.00

1,336.50

71667

vibrador electrico

h

0.0230

4,307.00

99.06


5 % ==>


130 ================ 13,499.20

021063

Vigas amarre inferior 20*20

ml

20088


m3

0.0400

7

280,024.00

11,985.02

23874


m

0.4000

3

7,500.00

3,090.00

60032


h

0.2400

60038

ayudante entendido

h

71667

vibrador electrico

h

6,410.00

1,538.40

0.3200

4,455.00

1,425.60

0.0300

4,307.00

129.21


5 % ==>


Viga de amarre superior 15*20

ml

20088


m3

0.0300

23874


m

60032


60038

148 ================ 18,316.43

280,024.00

9,072.77

0.2400

7,500.00

1,800.00

h

0.2600

6,410.00

1,666.60

ayudante entendido

h

0.4200

4,455.00

1,871.10

71519

malacate 2000 lb

d¡a

0.0060

82,824.00

496.94

71667

vibrador electrico

h

0.0380

4,307.00

163.66

8


5 % ==>


Viga amarre superior 20*20

ml

20088


m3

0.0400

23874


m

60032


60038

ayudante entendido

176 ================ 15,247.97

280,024.00

12,097.03

0.3200

7,500.00

2,400.00

h

0.3500

6,410.00

2,243.50

h

0.5600

4,455.00

2,494.80


8



800214750

Página :12 Hora : 08:51:35


Nombre

Und


71519

malacate 2000 lb

d¡a

0.0080

82,824.00

662.59

71667

vibrador electrico

h

0.0500

4,307.00

215.35


Precio

5 % ==>


Placa alig.(e=50cm.sobre piso)

ml

20088


m3

0.2500

23874


m

60032


60038 71667

75,606.48

0.2400

7,500.00

1,800.00

h

2.0000

6,410.00

12,820.00

ayudante entendido

h

2.0000

4,455.00

8,910.00

vibrador electrico

h

0.2200

4,307.00

947.54

5 % ==>

Valor Total del Item ==> Placa alig.(e=80cm.sobre piso)

ml

20088


m3

0.3500

23874


m

60032


60038 71667

102,908.82

0.2000

7,500.00

1,500.00

h

1.8000

6,410.00

11,538.00

ayudante entendido

h

2.7000

4,455.00

12,028.50

vibrador electrico

h

0.3000

4,307.00

1,292.10

5 % ==>

Valor Total del Item ==> Palca alig.(e=1.0m.sobre piso)

ml

20088


m3

0.4500

23874


m

60032


60038 71667

132,311.34

0.2500

7,500.00

1,875.00

h

2.0200

6,410.00

12,948.20

ayudante entendido

h

4.0500

4,455.00

18,042.75

vibrador electrico

h

0.4000

4,307.00

1,722.80

5 % ==>

Valor Total del Item ==> Zapatas y ped.(2.4*1.6*p.70)

m3

10066

alambron 40 3/8 pulg liso

kg

0.8300

20088


m3

1.0000

23874


m

60244

vac.concr.zapatas

71317 71667

1,593.60

280,024.00

302,425.92

0.5000

7,500.00

3,750.00

m3

1.0000

35,880.00

35,880.00


d¡a

4.0000

400.00

1,600.00

vibrador electrico

h

0.7500

4,307.00

3,230.25

8

5 % ==>


1,549 ================ 168,449.63

1,920.00


021091

1,178 ================ 130,445.74

280,024.00

5


021090

1,086 ================ 101,170.52

280,024.00

5


021074

236 ================ 20,350.19

280,024.00

8


021072

Subtotal

Concreto en pilas 3000 psi

m3


m3


1.0000

10

1,794 ================ 350,273.77

280,024.00


308,026.40


800214750

Página :13 Hora : 08:51:35


Nombre

Und


Precio

Subtotal

60241

m.de o.vac.concr.pilas

m3

1.0000

20,663.00

20,663.00

61963

acarreo int.mezclas

m3

1.1000

6,189.00

6,807.90

80195


m3

1.1000

8,200.00

9,290.60

3


5 % ==>


1,373 ================ 346,161.44

Caja de inspeccion 50*50

und

20095


m3

0.0600

8

306,240.00

19,844.35

20103

mortero 1:3 en obra

m3

0.0300

8

260,636.00

8,444.60

20240

bloque 10x20x40

und

10.0000

5

1,269.00

13,324.50

60032


h

2.5000

6,410.00

16,025.00

60038

ayudante entendido

h

3.5000

4,455.00

15,592.50


5 % ==>


1,580 ================ 74,811.83

029015

Caja de inspeccion conc.60*60

und

20094


m3

0.2500

5

280,024.00

73,506.30

21559


lb

0.1000

15

1,450.00

166.75

23838


und

1.0000

11,352.00

11,352.00

23874


m

0.9000

7,500.00

6,750.00

60032


h

3.5000

6,410.00

22,435.00

60038

ayudante entendido

h

4.0000

4,455.00

17,820.00


5 % ==>


2,012 ================ 134,042.80

Caja de inspeccion 1*1*1 conc.

und

10062


kg

2.5600

5

1,941.00

5,217.40

20095


m3

0.1600

8

306,240.00

52,918.27

20104

mortero 1:4 en obra

m3

0.0350

8

215,975.00

8,163.85

20149


und

62.5000

5

1,285.00

84,328.12

60032


h

5.0000

6,410.00

32,050.00

60038

ayudante entendido

h

5.0000

4,455.00

22,275.00


5 % ==>


2,716 ================ 207,668.91

Caja de empalme 40*40 en conc.

und

10066


kg

2.2000

2

1,920.00

4,308.48

20094


m3

0.1500

5

280,024.00

44,103.78

21559


lb

0.1000

10

1,450.00

159.50

2

11,352.00

11,579.04

23838


und

1.0000

23874


m

0.8000

7,500.00

6,000.00

60032


h

2.5000

6,410.00

16,025.00

60038

ayudante entendido

h

2.5000

4,455.00

11,137.50




800214750

Página :14 Hora : 08:51:35


Und

Nombre



Precio 5 % ==>


Subtotal 1,358 ================ 94,671.42

Caja de empalme 60*60*60

und

10066


kg

2.5000

2

1,920.00

4,896.00

20094


m3

0.3200

5

280,024.00

94,088.06

20148


und

40.0000

8

860.00

37,152.00

20595

Sika 1 (2 kg)

kg

1.1500

3

5,950.00

7,047.77

60032


h

2.8000

6,410.00

17,948.00

60038

ayudante entendido

h

3.5000

4,455.00

15,592.50


5 % ==>


1,677 ================ 178,401.36

Pared doble cara sb 10 mm

m2

29753

Placa Superboard 2440*1220*10m

und

0.6800

51,500.00

35,020.00

29755

Perfil paral cal 26 2.44 m

und

0.7100

5,900.00

4,189.00

29756

Perfil canal de amarre cal 26

und

0.3400

4,800.00

1,632.00

29757

Tornillo con chazo

und

2.0000

260.00

520.00

29758

Tornillo 7*7/16"

und

3.0000

19.00

57.00

29759

Tornillo 6 * 1"

und

23.0000

17.00

391.00

29760

Lana de vidrio de 18m2

rl

0.0600

98,000.00

5,880.00

29761

Cord¢n elastom‚rico tubo de 38

gr

0.1100

14,000.00

1,540.00

29762

Silicona el stica

kg

0.0500

11,500.00

575.00

29764

Cinta de fibra de vidrio 91m

rl

0.0160

8,900.00

142.40

29765

Supermastico interiores 28Kg

gl

0.0500

36,500.00

1,825.00

29766

Text Placa exteriores 28kg cu¤

gl

0.0500

79,900.00

3,995.00

29783

Pegante PL 285 cemento de cauc

gl

0.8200

48,900.00

40,098.00

60222

m. de o sb fachadas

m2

1.0000

41,600.00

41,600.00


5 % ==>


2,080 ================ 139,544.40

Pared doble cara sb (10-8) mm

m2

29753


und

0.3400

51,500.00

17,510.00

29754

Placa Superboard 2440*1220*8 m

und

0.3400

40,500.00

13,770.00

29755


und

0.7100

5,900.00

4,189.00

29756


und

0.3400

4,800.00

1,632.00

29757

Tornillo con chazo

und

2.0000

260.00

520.00

29758

Tornillo 7*7/16"

und

3.0000

19.00

57.00

29759

Tornillo 6 * 1"

und

23.0000

17.00

391.00

29760


rl

0.0600

98,000.00

5,880.00

29761


gr

0.1100

14,000.00

1,540.00

29762

Silicona el stica

kg

0.0500

11,500.00

575.00

29763

Cord¢n de fondo

m

0.8200

2,850.00

2,337.00

29764


rl

0.0160

8,900.00

142.40




800214750

Página :15 Hora : 08:51:36


Und

Nombre


Precio

Subtotal

29765


gl

0.0500

36,500.00

1,825.00

29766


gl

0.0500

79,900.00

3,995.00

29783

Pegante PL 285 cemento de cauc

gl

0.8200

48,900.00

40,098.00

60222

m. de o sb fachadas

m2

1.0000

41,600.00

41,600.00


5 % ==>


2,080 ================ 138,141.40

Pared una cara sb 10 mm

m2

29753


und

0.3400

51,500.00

17,510.00

29755


und

0.7100

5,900.00

4,189.00

29756


und

0.3400

4,800.00

1,632.00

29757

Tornillo con chazo

und

2.0000

260.00

520.00

29758

Tornillo 7*7/16"

und

3.0000

19.00

57.00

12.0000

17.00

204.00

29759

Tornillo 6 * 1"

und

29760


rl

0.0600

98,000.00

5,880.00

29761


gr

0.1100

14,000.00

1,540.00

29763

Cord¢n de fondo

m

0.8200

2,850.00

2,337.00

29766


gl

0.0500

79,900.00

3,995.00

60223

m. de. o sb fachadas 1 cara

m2

1.0000

31,200.00

31,200.00


5 % ==>


1,560 ================ 70,624.00

Pared fachada e interior

m2

29753


und

0.3400

51,500.00

17,510.00

29755


und

0.7100

5,900.00

4,189.00

29756


und

0.3400

4,800.00

1,632.00

29757

Tornillo con chazo

und

2.0000

260.00

520.00

29758

Tornillo 7*7/16"

und

3.0000

19.00

57.00

29759

Tornillo 6 * 1"

und

23.0000

17.00

391.00

29760


rl

0.0600

98,000.00

5,880.00

29761


gr

0.1100

14,000.00

1,540.00

29763

Cord¢n de fondo

m

0.8500

2,850.00

2,422.50

29765


gl

0.0500

36,500.00

1,825.00

29766


gl

0.0600

79,900.00

4,794.00

29768

Cinta papel 48 mm *40 m

rl

0.0100

9,500.00

95.00

29784

Placa de yeso cart¢n 1/2" ST

und

0.3400

18,900.00

6,426.00

60226

m. de. o sb - drywall fachadas

m2

1.0000

36,400.00

36,400.00


5 % ==>


1,820 ================ 85,501.50

032001

Pared una cara sb (8mm) zona h

m2

29754


und

0.3400

40,500.00

13,770.00

29755


und

1.0600

5,900.00

6,254.00

29756


und

0.3400

4,800.00

1,632.00




800214750

Página :16 Hora : 08:51:36


Nombre

Und


Precio

29757

Tornillo con chazo

und

2.0000

260.00

520.00

29758

Tornillo 7*7/16"

und

3.0000

19.00

57.00

29759

Tornillo 6 * 1"

und

14.0000

17.00

238.00

29760


rl

0.0600

98,000.00

5,880.00

29762

Silicona el stica

kg

0.0500

11,500.00

575.00

62179

m. de. o sb una cara

m2

1.0000

18,720.00

18,720.00


5 % ==>


Subtotal

936 ================ 48,582.00

Recubriemiento de pared

m2

29754


und

0.3400

40,500.00

13,770.00

29757

Tornillo con chazo

und

6.0000

260.00

1,560.00

29759

Tornillo 6 * 1"

und

12.0000

17.00

204.00

29760


rl

0.0600

98,000.00

5,880.00

29762

Silicona el stica

kg

0.0500

11,500.00

575.00

29764


rl

0.0200

8,900.00

178.00

29767

Perfil omega cal 26 2.44m

und

0.7100

5,000.00

3,550.00

60225

m. de. o sb recubrimiento

m2

1.0000

15,600.00

15,600.00


5 % ==>


780 ================ 42,097.00

Pared una cara sb (8mm)

m2

29754


und

0.3400

40,500.00

13,770.00

29755


und

0.7100

5,900.00

4,189.00

29756


und

0.3400

4,800.00

1,632.00

29757

Tornillo con chazo

und

2.0000

260.00

520.00

29758

Tornillo 7*7/16"

und

3.0000

19.00

57.00

29759

Tornillo 6 * 1"

und

12.0000

17.00

204.00

29760


rl

0.0600

98,000.00

5,880.00

29762

Silicona el stica

kg

0.0500

11,500.00

575.00

29764


rl

0.0200

8,900.00

178.00

29765


gl

0.0500

36,500.00

1,825.00

62179


m2

1.0000

18,720.00

18,720.00


5 % ==>


936 ================ 48,486.00

032004

Pared una cara sb (8mm) zona h

m2

29754


und

0.7000

40,500.00

28,350.00

29755


und

1.0600

5,900.00

6,254.00

29756


und

0.3400

4,800.00

1,632.00

29757

Tornillo con chazo

und

2.0000

260.00

520.00

29758

Tornillo 7*7/16"

und

3.0000

19.00

57.00

29759

Tornillo 6 * 1"

und

27.0000

17.00

459.00

29760


rl

0.0600

98,000.00

5,880.00




800214750

Página :17 Hora : 08:51:36


Und

Nombre


Precio

Subtotal

29762

Silicona el stica

kg

0.0600

11,500.00

690.00

29764


rl

0.0200

8,900.00

178.00

29765


gl

0.1000

36,500.00

3,650.00

62179


m2

1.0000

18,720.00

18,720.00


5 % ==>


936 ================ 67,326.00

Pared doble cara dry wall zona

m2

29755


und

1.0600

5,900.00

6,254.00

29756


und

0.3400

4,800.00

1,632.00

29757

Tornillo con chazo

und

2.0000

260.00

520.00

29758

Tornillo 7*7/16"

und

3.0000

19.00

57.00

29759

Tornillo 6 * 1"

und

27.0000

17.00

459.00

29760


rl

0.0600

98,000.00

5,880.00

29765


gl

0.0600

36,500.00

2,190.00

29768


rl

0.0100

9,500.00

95.00

29784


und

0.3400

18,900.00

6,426.00

29785

Placa de yeso cart¢n 1/2" RH

und

0.3400

27,150.00

9,231.00

60227

m. de. o drywall doble cara

m2

1.0000

14,560.00

14,560.00


5 % ==>


728 ================ 48,032.00

Pared doble cara dw-sb zona h

m2

29754


und

0.3400

40,500.00

13,770.00

29755


und

1.0600

5,900.00

6,254.00

29756


und

0.3400

4,800.00

1,632.00

29757

Tornillo con chazo

und

2.0000

260.00

520.00

29758

Tornillo 7*7/16"

und

3.0000

19.00

57.00

29759

Tornillo 6 * 1"

und

27.0000

17.00

459.00

29760


rl

0.0600

98,000.00

5,880.00

29765


gl

0.0600

36,500.00

2,190.00

29768


rl

0.0100

9,500.00

95.00

29784


und

0.3400

18,900.00

6,426.00

62180

m. de. o dos caras dw - sb

m2

1.0000

15,600.00

15,600.00


5 % ==>


780 ================ 53,663.00

Pared doble cara dw-sb

m2

29754


und

0.3400

40,500.00

13,770.00

29755


und

0.7100

5,900.00

4,189.00

29756


und

0.3400

4,800.00

1,632.00

29757

Tornillo con chazo

und

2.0000

260.00

520.00

29758

Tornillo 7*7/16"

und

3.0000

19.00

57.00

29759

Tornillo 6 * 1"

und

23.0000

17.00

391.00




800214750

Página :18 Hora : 08:51:36


Und

Nombre


Precio

Subtotal

29760


rl

0.0600

98,000.00

5,880.00

29762

Silicona el stica

kg

0.0500

11,500.00

575.00

29764


rl

0.0080

8,900.00

71.20

29765


gl

0.1000

36,500.00

3,650.00

29768


rl

0.0060

9,500.00

57.00

29784


und

0.3400

18,900.00

6,426.00

62180

m. de. o dos caras dw - sb

m2

1.0000

15,600.00

15,600.00


5 % ==>


780 ================ 53,598.20

Muro dura esp 10 cm

m2

20103

mortero 1:3 en obra

m3

0.0500

260,636.00

13,031.80

29780

de poliestireno con mall

m2

1.0000

20,000.00

20,000.00

29781

Grapa malla galvanizada

und

20.0000

55.00

1,100.00

29782

Anclaje muro

und

4.0000

950.00

3,800.00

60230

m. de. o muro dura

m2

1.0000

15,600.00

15,600.00

71750

M quina Turbosol

h

0.1300

19,000.00

2,470.00


5 % ==>


780 ================ 56,781.80

Base para techos sb 10 mm

m2

29753


und

0.3400

51,500.00

17,510.00

29759

Tornillo 6 * 1"

und

12.0000

17.00

204.00

29762

Silicona el stica

kg

0.0600

11,500.00

690.00

29764


rl

0.0110

8,900.00

97.90

29765


gl

0.0250

36,500.00

912.50

60228

m. de o. base para techos

m2

1.0000

12,480.00

12,480.00


5 % ==>


624 ================ 32,518.40

Cielo raso suspendido sb 605*6

m2

29787

Perfil perimetral I 3/4"

m

4.1000

8,150.00

33,415.00

29788

Perfil tipo t 3/4"

m

0.2500

8,150.00

2,037.50

29789

Remache pop

und

11.0000

19.00

209.00

29790

Superboard 605*605*4mm text

und

2.8100

6,300.00

17,703.00

29796

Perno - alambr¢n

und

11.0000

150.00

1,650.00

62185

m. de o. cielo raso

m2

1.0000

12,480.00

12,480.00


5 % ==>


624 ================ 68,118.50

Cielo raso suspendido sb 8 mm

m2

29754


und

0.3400

40,500.00

13,770.00

29758

Tornillo 7*7/16"

und

9.0000

19.00

171.00

29759

Tornillo 6 * 1"

und

12.0000

17.00

204.00




800214750

Página :19 Hora : 08:51:36


Nombre

Und


Precio

Subtotal

29762

Silicona el stica

kg

0.0740

11,500.00

851.00

29764


rl

0.0100

8,900.00

89.00

29765


gl

0.0400

36,500.00

1,460.00

29767


und

1.0000

5,000.00

5,000.00

29791

Perfil ngulo perimetral

und

2.0000

3,100.00

6,200.00

29792

Perfil vigueta cal 26 2.44m

und

1.0000

4,300.00

4,300.00

29793

Cuelgas

und

2.0000

8,150.00

16,300.00

29794

Elementos de fijacion de cuelg

und

2.0000

285.00

570.00

29795

Elementos de fijacion de angul

und

7.0000

285.00

1,995.00

62185

m. de o. cielo raso

m2

1.0000

12,480.00

12,480.00


5 % ==>


624 ================ 64,014.00

Cielo raso suspendido drywall

m2

29758

Tornillo 7*7/16"

und

12.0000

19.00

228.00

29759

Tornillo 6 * 1"

und

14.0000

17.00

238.00

29765


gl

0.0200

36,500.00

730.00

29767


und

1.0000

5,000.00

5,000.00

29768


rl

0.0060

9,500.00

57.00

29784


und

0.3400

18,900.00

6,426.00

29791

Perfil ngulo perimetral

und

2.0000

3,100.00

6,200.00

29792

Perfil vigueta cal 26 2.44m

und

1.0000

4,300.00

4,300.00

29793

Cuelgas

und

2.0000

8,150.00

16,300.00

29794

Elementos de fijacion de cuelg

und

2.0000

285.00

570.00

29795

Elementos de fijacion de angul

und

7.0000

285.00

1,995.00

62185

m. de o. cielo raso

m2

1.0000

12,480.00

12,480.00


5 % ==>


624 ================ 55,148.00

Sobrecimientos 10cm(2 hlds)

ml

20104

mortero 1:4 en obra

m3

0.0060

10

215,975.00

1,425.43

20240

bloque 10x20x40

und

5.0000

3

1,269.00

6,535.35

60032


h

0.4000

6,410.00

2,564.00

60038

ayudante entendido

h

0.4000

4,455.00

1,782.00

80108

tpte bloque 10*20*40 z.urb.

und

5.1500

335.00

1,725.25


5 % ==>


217 ================ 14,249.33

Sobrecimientos 15cm(2 hlds)

ml

20104

mortero 1:4 en obra

m3

0.0080

10

215,975.00

1,900.58

20248

bloque 15x20x40 Tipo A 13 Mpa

und

5.0000

3

1,549.00

7,977.35

60032


h

0.4000

6,410.00

2,564.00

60038

ayudante entendido

h

0.4000

4,455.00

1,782.00

80107


und

5.1500

251.00

1,292.65




800214750

Página :20 Hora : 08:51:36


Nombre

Und



Precio 5 % ==>


Subtotal 217 ================ 15,733.88

Muros.10 ladr.hueco(10) rev.1c

m2

20105

mortero 1:5 en obra

m3

0.0200

10

187,449.00

4,123.87

20148


und

12.5000

8

860.00

11,610.00

60032


h

0.7000

6,410.00

4,487.00

60038

ayudante entendido

h

0.7000

4,455.00

3,118.50

71204

cortadora adobe-ladr.elect. s/

d¡a

0.0380

11,020.00

418.76

71227


d¡a

5.0000

801.00

4,005.00

80092

tpte lad.hueco 10*20*40 z.urb.

und

13.5000

92.00

1,242.00


5 % ==>


380 ================ 29,385.41


m2

20105

mortero 1:5 en obra

m3

0.0400

8

187,449.00

8,097.79

20148


und

25.0000

5

860.00

22,575.00

60032


h

1.3000

6,410.00

8,333.00

60038

ayudante entendido

h

1.3000

4,455.00

5,791.50

71204


d¡a

0.0380

11,020.00

418.76

71227


d¡a

8.0000

801.00

6,408.00

80092


und

26.2500

92.00

2,415.00


5 % ==>


706 ================ 54,745.28


m2

20105

mortero 1:5 en obra

m3

0.0300

8

187,449.00

6,073.34

20149


und

12.5000

5

1,285.00

16,865.62

61267

const.m.lad.15.20.40 revoque

und

12.5000

790.00

9,875.00

71204


d¡a

0.3000

11,020.00

3,306.00

71227


d¡a

0.7500

801.00

600.75

71247


d¡a

0.5000

285.00

142.50

80099

tpte lad.can.15*20*40 z.urb.

und

13.1250

140.00

1,837.50


5 % ==>


493 ================ 39,194.47


m2

20105

mortero 1:5 en obra

m3

0.0450

8

187,449.00

9,110.02

20149


und

16.6700

5

1,285.00

22,491.99

60032


h

6,410.00

5,769.00

0.9000

4,455.00

4,009.50

d¡a

0.0380

11,020.00

418.76


d¡a

0.8750

801.00

700.87


und

17.5000

140.00

2,450.00

60038

ayudante entendido

h

71204


71227 80099


0.9000



800214750

Página :21 Hora : 08:51:36


Nombre

Und



Precio 5 % ==>


Subtotal 488 ================ 45,439.07

Muros 0.12 ladr.bocad.perf.

m2

20105

mortero 1:5 en obra

m3

0.0350

10

187,449.00

7,216.78

20186

lad.bocad.natural vertical 6-1

und

69.5000

8

415.00

31,149.90

60032


h

0.7000

6,410.00

4,487.00

60038

ayudante entendido

h

0.7000

4,455.00

3,118.50

71204


d¡a

0.0440

11,020.00

484.88

71227


d¡a

0.8000

801.00

640.80

80237

tpte lad.boc.perf.6x12x24 zurb

und

75.0600

50.00

3,753.00


5 % ==>


380 ================ 51,231.14

Muros 0.12 ladr.bocad.macizo

m2

20105

mortero 1:5 en obra

m3

0.0350

10

187,449.00

7,216.78

20187

lad.bocad.macizo 6-12-24

und

69.5000

8

520.00

39,031.20

60032


h

1.4000

6,410.00

8,974.00

60038

ayudante entendido

h

0.9000

4,455.00

4,009.50

71204


d¡a

0.4400

11,020.00

4,848.80

71227


d¡a

0.8750

801.00

700.87

80237

tpte lad.boc.perf.6x12x24 zurb

und

75.0600

50.00

3,753.00


5 % ==>


649 ================ 69,183.33

Muros 0.12 12x25 e=6

m2

20105

mortero 1:5 en obra

m3

0.0120

10

187,449.00

2,474.32

26643

lad.perf.vertical 6x12x25 more

und

33.0000

10

600.00

21,780.00

60032


h

1.2000

6,410.00

7,692.00

60038

ayudante entendido

h

1.2000

4,455.00

5,346.00

71204


d¡a

0.4000

11,020.00

4,408.00

71227


d¡a

1.0000

801.00

801.00

80096


und

11.0000

133.00

1,463.00


5 % ==>


651 ================ 44,616.22

Muro lad.rev.2c e=10 h=250

m2

20105

mortero 1:5 en obra

m3

0.0200

10

187,449.00

4,123.87

20148


und

12.5000

8

860.00

11,610.00

60032


h

6,410.00

6,410.00

1.0000

4,455.00

4,455.00

d¡a

0.0500

11,020.00

551.00


d¡a

0.6250

801.00

500.62


und

13.5000

92.00

1,341.36

60038

ayudante entendido

h

71204


71227 80092


1.0000

8



800214750

Página :22 Hora : 08:51:36


Nombre

Und



Precio 5 % ==>


Subtotal 543 ================ 29,535.11

Muro lad.rev.2c e=20 h=+250

m2

20105

mortero 1:5 en obra

m3

0.0400

8

187,449.00

8,097.79

20148


und

25.0000

5

860.00

22,575.00

60032


h

1.3000

6,410.00

8,333.00

60038

ayudante entendido

h

1.3000

4,455.00

5,791.50

71204


d¡a

0.0500

11,020.00

551.00

71227


d¡a

1.2500

801.00

1,001.25

80092


und

26.2500

92.00

2,415.00


5 % ==>


706 ================ 49,470.77

Muro lad.rev.2c e=15 h=+250

m2

20105

mortero 1:5 en obra

m3

0.0300

8

187,449.00

6,073.34

20149


und

12.5000

5

1,285.00

16,865.62

60032


h

1.0000

6,410.00

6,410.00

60038

ayudante entendido

h

1.0000

4,455.00

4,455.00

71204


d¡a

0.1500

11,020.00

1,653.00

71227


d¡a

1.2500

801.00

1,001.25

80092


und

13.1250

92.00

1,207.50


5 % ==>


543 ================ 38,208.97

Muro lad.rev-ran e=15 h=+250

m2

20105

mortero 1:5 en obra

m3

0.0300

8

187,449.00

6,073.34

20149


und

12.5000

5

1,285.00

16,865.62

60032


h

0.7000

6,410.00

4,487.00

60038

ayudante entendido

h

0.7000

4,455.00

3,118.50

71204


d¡a

0.0500

11,020.00

551.00

71227


d¡a

1.2500

801.00

1,001.25

80092


und

13.1250

92.00

1,207.50


5 % ==>


380 ================ 33,684.49

Muro lad.rev-ran e=20 h=+250

m2

20105

mortero 1:5 en obra

m3

0.0400

8

187,449.00

8,097.79

20148


und

25.0000

5

860.00

22,575.00

60032


h

6,410.00

9,615.00

1.5000

4,455.00

6,682.50

d¡a

0.0500

11,020.00

551.00


d¡a

1.2500

801.00

1,001.25


und

26.2500

92.00

2,415.00

60038

ayudante entendido

h

71204


71227 80092


1.5000



800214750

Página :23 Hora : 08:51:36


Nombre

Und



Precio 5 % ==>


Chapa en ladr.borde losa(e=40)

ml

10186

malla tipo u 50

und

0.0600

20103

mortero 1:3 en obra

m3

0.0150

20148


und

5.0000

60032


h

60038

ayudante entendido

71204

Subtotal 814 ================ 51,752.42

19,523.00

1,171.38

8

260,636.00

4,222.30

20

860.00

5,160.00

0.3000

6,410.00

1,923.00

h

0.3000

4,455.00

1,336.50


d¡a

0.0125

11,020.00

137.75

71227


d¡a

0.7880

801.00

631.18

80092


und

6.0000

92.00

552.00


5 % ==>



ml

10186

malla tipo u 50

und

0.0600

20103

mortero 1:3 en obra

m3

0.0150

20148


und

5.0000

162 ================ 15,297.09

19,523.00

1,171.38

8

260,636.00

4,222.30

20

860.00

5,160.00

60032


h

0.3000

6,410.00

1,923.00

60038

ayudante entendido

h

0.3000

4,455.00

1,336.50

71204


d¡a

0.1000

11,020.00

1,102.00

71227


d¡a

6.3000

801.00

5,046.30

80092


und

6.0000

92.00

552.00


5 % ==>



ml

10186

malla tipo u 50

und

0.0500

20103

mortero 1:3 en obra

m3

0.0140

20148


und

2.5000

60032


h

60038

ayudante entendido

71204 71227 80092

19,523.00

976.15

8

260,636.00

3,940.81

20

860.00

2,580.00

0.2000

6,410.00

1,282.00

h

0.2000

4,455.00

891.00


d¡a

0.0160

11,020.00

176.32


d¡a

0.7880

801.00

631.18


und

3.0000

92.00

276.00


5 % ==>


162 ================ 20,676.45

108 ================ 10,862.12

Chapa en ladr.columnas(1 cara)

ml

20103

mortero 1:3 en obra

m3

0.0200

8

260,636.00

5,629.73

20148


und

5.0000

20

860.00

5,160.00

60032


h

0.3000

6,410.00

1,923.00

60038

ayudante entendido

h

0.3000

4,455.00

1,336.50




800214750

Página :24 Hora : 08:51:36


Nombre

Und


Precio

Subtotal

71204


d¡a

0.0125

11,020.00

137.75

71227


d¡a

0.8750

801.00

700.87

80092


und

6.0000

92.00

552.00


5 % ==>


162 ================ 15,602.83

Chapa en ladr.columna(1/2cara)

ml

20103

mortero 1:3 en obra

m3

0.0160

8

260,636.00

4,503.79

20148


und

4.0000

20

860.00

4,128.00

60032


h

0.3000

6,410.00

1,923.00

60038

ayudante entendido

h

0.3000

4,455.00

1,336.50

71204


d¡a

0.1250

11,020.00

1,377.50

71227


d¡a

0.8130

801.00

651.21

80092


und

4.8000

92.00

441.60


5 % ==>


162 ================ 14,524.57

Chapa 10*40 natural sencilla

ml

20105

mortero 1:5 en obra

m3

0.0250

10

187,449.00

5,154.84

20177

lad.chapa natural sencilla 10-

und

10.0000

30

485.00

6,305.00

60034


h

1.5000

5,998.00

8,997.00

60038

ayudante entendido

h

1.0000

4,455.00

4,455.00

71204


d¡a

0.2000

11,020.00

2,204.00

71227


d¡a

0.2500

801.00

200.25

71247


d¡a

0.0250

285.00

7.12


5 % ==>


672 ================ 27,995.82

Chapa 10*30 natural sencilla

ml

20105

mortero 1:5 en obra

m3

0.0200

10

187,449.00

4,123.87

22218

lad.chapa natural sencilla 10-

und

10.0000

30

435.00

5,655.00

60034


h

1.6000

5,998.00

9,596.80

60038

ayudante entendido

h

1.0000

4,455.00

4,455.00

71204


d¡a

0.0250

11,020.00

275.50

71227


d¡a

0.2500

801.00

200.25

71247


d¡a

0.2400

285.00

68.40


5 % ==>


702 ================ 25,077.41

Muros 10 bloques concreto

m2

20105

mortero 1:5 en obra

m3

0.0150

10

187,449.00

3,092.90

20240

bloque 10x20x40

und

12.5000

5

1,269.00

16,655.62

61351

construccion muro bloque

und

12.5000

576.00

7,200.00

71227


d¡a

0.1250

801.00

100.12




800214750

Página :25 Hora : 08:51:36


Nombre

Und


Precio

Subtotal

71247


d¡a

0.2400

285.00

68.40

80108


und

13.1250

335.00

4,396.87


5 % ==>


360 ================ 31,873.93


m2

20105

mortero 1:5 en obra

m3

0.0250

10

187,449.00

5,154.84

20248


und

16.6700

5

1,549.00

27,112.92

60032


h

1.1000

6,410.00

7,051.00

60038

ayudante entendido

h

1.1000

4,455.00

4,900.50

71227


d¡a

0.2130

801.00

170.61

80107


und

17.5000

251.00

4,392.50


5 % ==>


597 ================ 49,379.95


m2

20105

mortero 1:5 en obra

m3

0.0300

8

187,449.00

6,073.34

20248


und

12.5000

5

1,549.00

20,330.62

61351

construccion muro bloque

und

12.5000

576.00

7,200.00

71227


d¡a

0.2130

801.00

170.61

71247


d¡a

0.2400

285.00

68.40

80107


und

13.1250

251.00

3,294.37


5 % ==>


360 ================ 37,497.36

Muros 20 bloques c.modul.

m2

20105

mortero 1:5 en obra

m3

0.0280

10

187,449.00

5,773.42

20256

bloque interm. r13 2 perf. 20x

und

12.5000

5

2,220.00

29,137.50

60032


h

1.0000

6,410.00

6,410.00

60038

ayudante entendido

h

1.0000

4,455.00

4,455.00

71227


d¡a

0.2130

801.00

170.61

80106


und

13.1250

335.00

4,396.87


5 % ==>


543 ================ 50,886.66

Muros 12 bloques antisism.

m2

20105

mortero 1:5 en obra

m3

0.0160

10

187,449.00

3,299.10

20242

bloque 12x20x40

und

12.5000

5

1,400.00

18,375.00

60032


h

1.0000

6,410.00

6,410.00

60038

ayudante entendido

h

1.0000

4,455.00

4,455.00

71227


d¡a

0.2130

801.00

170.61

80127


und

13.1250

206.00

2,703.75




800214750

Página :26 Hora : 08:51:36


Nombre

Und



Precio 5 % ==>


Subtotal 543 ================ 35,956.71

044010

Dinteles ladr.hueco de 10

ml

10066


kg

0.5000

1,920.00

960.00

20092


m3

0.0090

253,924.00

2,285.31

20103

mortero 1:3 en obra

m3

0.0100

8

260,636.00

2,814.86

20148


und

2.5000

5

860.00

2,257.50

60032


h

0.5500

6,410.00

3,525.50

60038

ayudante entendido

h

0.5500

4,455.00

2,450.25

80092


und

2.6250

92.00

241.50


5 % ==>


Dinteles ladr.hueco de 20

ml

10031

acero liso 40 3/4 pulg

kg

0.7000

20092


m3

0.0090

20103

mortero 1:3 en obra

m3

0.0200

20149


und

2.5000

298 ================ 14,833.72

2,322.00

1,657.90

253,924.00

2,285.31

8

260,636.00

5,629.73

5

1,285.00

3,373.12

2

60032


h

0.6000

6,410.00

3,846.00

60038

ayudante entendido

h

0.6000

4,455.00

2,673.00

80099


und

2.6250

140.00

367.50


5 % ==>


325 ================ 20,158.53

Dinteles concreto 10*20

ml

10031


kg

1.5000

3

2,322.00

3,587.49

20088


m3

0.0200

8

280,024.00

6,048.51

23874


m

0.7500

7,500.00

5,625.00

60032


h

1.4000

6,410.00

8,974.00

60038

ayudante entendido

h

0.9000

4,455.00

4,009.50

71227


d¡a

0.0800

801.00

64.08

71247


d¡a

0.1200

285.00

34.20


5 % ==>


649 ================ 28,991.96

Dinteles varilla

ml

10031


kg

1.5000

2

2,322.00

3,552.66

20103

mortero 1:3 en obra

m3

0.0050

5

260,636.00

1,368.33

23874


m

1.0000

60032


h

60038

ayudante entendido

h


7,500.00

7,500.00

1.2000

6,410.00

7,692.00

1.2000

4,455.00

5,346.00



800214750

Página :27 Hora : 08:51:36


Nombre

Und



Precio 5 % ==>


Subtotal 651 ================ 26,110.89

Concreto dinteles 15x20

ml

10031


kg

1.5000

3

2,322.00

3,587.49

20088


m3

0.0300

8

280,024.00

9,072.77

23874


m

0.7500

7,500.00

5,625.00

60032


h

1.6000

6,410.00

10,256.00

60038

ayudante entendido

h

0.9000

4,455.00

4,009.50

71227


d¡a

0.1200

801.00

96.12

71247


d¡a

0.1600

285.00

45.60


5 % ==>


713 ================ 33,405.76

Dinteles bloques concr.modul.

ml

10031


kg

1.5000

2

2,322.00

3,552.66

20103

mortero 1:3 en obra

m3

0.0120

5

260,636.00

3,284.01

21024

dintel en u 10x20x40

und

2.5000

1,296.00

3,240.00

60032


h

0.6000

6,410.00

3,846.00

4,455.00

2,673.00

60038

ayudante entendido

h

0.6000


5 % ==>


325 ================ 16,921.62

Dinteles bloques concr.altos

ml

10031


kg

3.0000

2

2,322.00

7,105.32

20103

mortero 1:3 en obra

m3

0.0200

5

260,636.00

5,473.35

21027


und

2.5000

2,040.00

5,100.00

60032


h

0.6500

6,410.00

4,166.50

60038

ayudante entendido

h

0.6500

4,455.00

2,895.75


5 % ==>


353 ================ 25,094.03

Dinteles bloques concr.antisis

ml

10031


kg

3.0000

2

2,322.00

7,105.32

20103

mortero 1:3 en obra

m3

0.0170

5

260,636.00

4,652.35

21025


und

2.5000

1,632.00

4,080.00

60032


h

0.6800

6,410.00

4,358.80

60038

ayudante entendido

h

0.6800

4,455.00

3,029.40


5 % ==>


369 ================ 23,595.28

Lagrimales pref. bloque m=10

ml

20106

mortero 1:6 en obra

m3

0.0030

5

167,263.00

526.87

21065

bloque lagrimal m.10 26x90 con

und

1.5000

8

8,352.00

13,530.24




800214750

Página :28 Hora : 08:51:36


Nombre oficial de 1a obra negra

Und h


Precio

0.8000

6,410.00


5 % ==>


Subtotal 5,128.00

256 ================ 19,441.51


ml

20106

mortero 1:6 en obra

m3

0.0040

5

167,263.00

702.50

21068


und

1.5000

8

8,932.00

14,469.84

60032


h

1.4000

6,410.00

8,974.00


5 % ==>


448 ================ 24,595.04


ml

20106

mortero 1:6 en obra

m3

0.0050

5

167,263.00

878.13

21071


und

1.5000

8

11,370.00

18,419.40

60032


h

1.0000

6,410.00

6,410.00


5 % ==>


Sillar pref.ventana m=10

ml

20106

mortero 1:6 en obra

m3

0.0030

28509

sillar prefab.0.17x0.06 concr.

m

60032


h

167,263.00

526.87

1.0000

17,052.00

17,052.00

0.8000

6,410.00

5,128.00

5


5 % ==>


Sillar pref.ventana m=15

ml

20106

mortero 1:6 en obra

m3

0.0040

28510


m

60032


h

702.50

1.0000

18,908.00

18,908.00

0.9000

6,410.00

5,769.00

5 % ==>

Valor Total del Item ==> Sillar pref.ventana m=20

ml

20106

mortero 1:6 en obra

m3

0.0050

28511


m

60032


h

878.13

1.0000

21,344.00

21,344.00

1.4000

6,410.00

8,974.00

5 % ==>


Sillar en mortero

ml

cemento gris tipo i (50 kg)

sac

0.1000

23874


m

0.1500

28184

arena lavada para conc.

m3

0.0800

60032


h

1.0000


288 ================ 25,667.95

167,263.00

5


045056

256 ================ 22,963.27

167,263.00

5


045054

320 ================ 26,028.03

1 3

448 ================ 31,644.83

22,600.00

2,282.60

7,500.00

1,125.00

33,640.00

2,771.93

6,410.00

6,410.00



800214750

Página :29 Hora : 08:51:36


Nombre

Und



Precio 5 % ==>


Subtotal 320 ================ 12,910.03

Impermeab.integral sobrecim 10

ml

20103

mortero 1:3 en obra

m3

0.0270

10

260,636.00

7,740.88

20595

Sika 1 (2 kg)

kg

0.7200

10

5,950.00

4,712.40

60032


h

0.9000

6,410.00

5,769.00

60038

ayudante entendido

h

0.9000

4,455.00

4,009.50


5 % ==>


488 ================ 22,720.71

Impermeab.integral sobrecim 15

ml

20103

mortero 1:3 en obra

m3

0.0280

10

260,636.00

8,027.58

20595

Sika 1 (2 kg)

kg

0.7600

10

5,950.00

4,974.20

60032


h

0.9500

6,410.00

6,089.50

60038

ayudante entendido

h

0.9500

4,455.00

4,232.25


5 % ==>


516 ================ 23,839.62

Imperm.sobrecimientos asfaltex

m2

21559


lb

0.0400

10

1,450.00

63.80

22470

polietileno transparente

kg

0.0710

3

5,430.00

397.09

27062

Asfaltex negro ipb (20 kg)

kg

2.0000

8

2,900.00

6,264.00

60032


h

0.3000

60038

ayudante entendido

h

0.5000


6,410.00

1,923.00

4,455.00

2,227.50

5 % ==>


Imperm.muro igol denso

m2

207 ================ 11,082.92

20607

Igol denso sika (3 kg)

kg

2.0000

8

13,108.00

28,313.28

20619

Igol imprimante sika (0.8 kg)

kg

0.4000

8

12,412.00

5,361.98

60033


h

0.7100

5,385.00

3,823.35


5 % ==>


191 ================ 37,689.78

Columnas en ladr.15*20*40

ml

20092


m3

0.0320

10

253,924.00

8,938.12

20105

mortero 1:5 en obra

m3

0.0010

10

187,449.00

206.19

20149


und

5.0000

10

1,285.00

7,067.50

60032


h

0.6500

6,410.00

4,166.50

60038

ayudante entendido

h

0.6500

4,455.00

2,895.75

71227


d¡a

0.1250

801.00

100.12

71247


d¡a

0.1200

285.00

34.20

80099


und

5.5000

140.00

770.00




800214750

Página :30 Hora : 08:51:36


Nombre

Und



Precio 5 % ==>


Subtotal 353 ================ 24,531.50

Columna ladrillo 40x40

ml

20088


m3

0.0400

8

280,024.00

12,097.03

20105

mortero 1:5 en obra

m3

0.0020

8

187,449.00

404.88

20148


und

20.0000

4

860.00

17,888.00

60032


h

1.1000

6,410.00

7,051.00

60038

ayudante entendido

h

1.1000

4,455.00

4,900.50

71227


d¡a

0.1250

801.00

100.12

71247


d¡a

0.1200

285.00

34.20

80092


und

15.6000

92.00

1,435.20


5 % ==>


597 ================ 44,508.52

049020

Antepechos prefabricados

m2

10062


kg

1.5000

15

1,941.00

3,348.22

20094


m3

0.0500

10

280,024.00

15,401.32

60032


h

2.0000

6,410.00

12,820.00

60038

ayudante entendido

h

2.0000

4,455.00

8,910.00


5 % ==>


1,086 ================ 41,566.04

Grouting mamposteria

ml

20004

triturado de 1/2 pulg

m3

0.1000

5

35,100.00

3,685.50

20012

arena de pega

m3

0.0700

5

19,250.00

1,414.87

20050


sac

0.0900

5

22,600.00

2,135.70

60032


h

0.9000

6,410.00

5,769.00

60038

ayudante entendido

h

0.9000

4,455.00

4,009.50


5 % ==>


488 ================ 17,503.50

Revoque liso sobre pared

m2

20104

mortero 1:4 en obra

m3

0.0200

15

215,975.00

4,967.42

28520

cal

kg

0.5000

5

520.00

273.00

61080

m.de o.revoque liso m.

m2

1.0000

4,542.00

4,542.00

71227


d¡a

0.1130

801.00

90.51

71247


d¡a

0.1200

285.00

34.20


5 % ==>


227 ================ 10,134.23

Revoque semirustico pared

m2

20107

mortero 1:7 en obra

m3

0.0220

30

143,051.00

4,091.25

28520

cal

kg

0.5000

5

520.00

273.00




800214750

Página :31 Hora : 08:51:36


Nombre

Und


Precio

Subtotal

60034


h

0.8000

5,998.00

4,798.40

60038

ayudante entendido

h

0.4000

4,455.00

1,782.00

71227


d¡a

0.1130

801.00

90.51

71247


d¡a

0.1200

285.00

34.20


5 % ==>


329 ================ 11,398.39

Revoque liso contra placas

m2

20104

mortero 1:4 en obra

m3

0.0200

15

215,975.00

4,967.42

28520

cal

kg

0.5000

5

520.00

273.00

60034


h

0.9000

5,998.00

5,398.20

60038

ayudante entendido

h

0.5000

4,455.00

2,227.50

71227


d¡a

0.1250

801.00

100.12

71247


d¡a

0.2400

285.00

68.40


5 % ==>


381 ================ 13,415.93

Rev.semirustico contra placas

m2

20104

mortero 1:4 en obra

m3

0.0200

15

215,975.00

4,967.42

28520

cal

kg

0.1500

5

520.00

81.90

60034


h

0.6500

5,998.00

3,898.70

60038

ayudante entendido

h

0.5000

4,455.00

2,227.50

71227


d¡a

0.1130

801.00

90.51

71247


d¡a

0.2400

285.00

68.40


5 % ==>


Revoque liso fachadas

m2

20104

mortero 1:4 en obra

m3

0.0250

20595

Sika 1 (2 kg)

kg

0.8000

28520

cal

kg

0.1500

61080

m.de o.revoque liso m.

m2

71237

andamio colgante (cable 30m)

71247


215,975.00

6,479.25

5,950.00

4,760.00

520.00

81.90

1.0000

4,542.00

4,542.00

d¡a

0.2500

2,204.00

551.00

d¡a

0.2400

285.00

68.40

20 5


5 % ==>


306 ================ 11,640.74

Revoque rustico fachadas

m2

20104

mortero 1:4 en obra

m3

0.0350

30

227 ================ 16,709.65

215,975.00

9,826.86

5,950.00

4,760.00

520.00

81.90

20595

Sika 1 (2 kg)

kg

0.8000

28520

cal

kg

0.1500

60034


h

0.8000

5,998.00

4,798.40

60038

ayudante entendido

h

0.3000

4,455.00

1,336.50

71227


d¡a

0.2250

801.00

180.22


5



800214750

Página :32 Hora : 08:51:36


Nombre can hasta 2.80 m m.c.

Und


Precio

d¡a

0.2400

285.00


5 % ==>


Subtotal 68.40

306 ================ 21,359.03

Revoque impermeabilizado

m2

20104

mortero 1:4 en obra

m3

0.0200

15

215,975.00

4,967.42

20595

Sika 1 (2 kg)

kg

0.8000

10

5,950.00

5,236.00

60034


h

0.9000

5,998.00

5,398.20

60038

ayudante entendido

h

0.6000

4,455.00

2,673.00

71227


d¡a

0.2550

801.00

204.25

71247


d¡a

0.2400

285.00

68.40


5 % ==>


403 ================ 18,950.84

Revoque impermeabilizd.tanques

m2

20102

mortero 1:2 en obra

m3

0.0150

15

338,551.00

5,840.00

20103

mortero 1:3 en obra

m3

0.0200

10

260,636.00

5,733.99

20595

Sika 1 (2 kg)

kg

0.8400

8

5,950.00

5,397.84

60034


h

1.0000

60038

ayudante entendido

h

0.5000


5,998.00

5,998.00

4,455.00

2,227.50

5 % ==>


Ranuras y filetes

ml


h

0.4500

5,385.00


5 % ==>


411 ================ 25,608.61

2,423.25

121 ================ 2,544.41

Coloc.esquineros en aluminio

ml

14713

esquinero en aluminio

m

1.0000

1,150.00

1,150.00

60035


h

0.1000

5,385.00

538.50


5 % ==>


Goteras incrust.en el revoque

ml


h

0.7500

5,998.00


5 % ==>


Goteras descolg.del revoque

ml

10031


kg

0.3000

20102

mortero 1:2 en obra

m3

0.0010

23874


m

60034


60038

ayudante entendido

26 ================ 1,715.42

4,498.50

224 ================ 4,723.42

2,322.00

696.60

338,551.00

406.26

0.1000

7,500.00

750.00

h

1.0000

5,998.00

5,998.00

h

0.5000

4,455.00

2,227.50


20



800214750

Página :33 Hora : 08:51:37


Und

Nombre



Precio 5 % ==>


Subtotal 411 ================ 10,489.63

Ench.egeo piso pared blanco

m2

20995

Piso pared egeo blanco 20.5*20

m2

1.0000

5

29,980.00

31,479.00

21079

pegacor blanco (25 kg)

kg

2.5000

5

1,133.00

2,974.12

28615

lechada (subanalisis)

m2

1.0000

2,015.00

2,015.00

61099

m.de o.enchape ceramica

m2

1.0000

11,494.00

11,494.00


5 % ==>


574 ================ 48,536.82

Ench.egeo piso pared beige

m2

20997

Piso pared egeo beige 20.5*20.

m2

1.0000

5

22,635.00

23,766.75

21079


kg

2.5000

5

1,133.00

2,974.12

28615


m2

1.0000

2,015.00

2,015.00

61099


m2

1.0000

11,494.00

11,494.00


5 % ==>


574 ================ 40,824.57

Enchape ceram.cocina 20.5*20.5

m2

20891

az. egeo pared cl.300 20290 20

m2

1.0000

5

14,990.00

15,739.50

21079


kg

2.5000

5

1,133.00

2,974.12

28615


m2

1.0000

2,015.00

2,015.00

61099


m2

1.0000

11,494.00

11,494.00


5 % ==>


574 ================ 32,797.32

Enchape ceramica 20.5*20.5

m2

21079


kg

3.5000

5

1,133.00

4,163.77

5

29,980.00

31,479.00

26077

ceram. esm. 20.5x20.5 egeo 202

m2

1.0000

28615


m2

1.0000

2,015.00

2,015.00

61099


m2

1.0000

11,494.00

11,494.00


5 % ==>


574 ================ 49,726.47

Ench.fachada-tableta

m2

20028

color mineral (pigmento p10) r

kg

0.2000

3

8,001.00

1,648.20

20103

mortero 1:3 en obra

m3

0.0170

5

260,636.00

4,652.35

20468

concremix gris ipb (24 kg)

kg

0.9000

5

3,000.00

2,835.00

21795

tableta lisa griega 10x10 rojo

m2

1.0000

3

12,642.00

13,021.26

60034


h

2.5000

5,998.00

14,995.00

60038

ayudante entendido

h

2.5000

4,455.00

11,137.50

71237

andamio colgante (cable 30m)

d¡a

0.2500

2,204.00

551.00




800214750

Página :34 Hora : 08:51:37


Nombre

Und



Precio 5 % ==>


Subtotal 1,306 ================ 50,146.94

Alfajias de concr.(15-25cm)

ml

10031


kg

3.0000

3

2,322.00

7,174.98

20089


m3

0.0250

7

280,372.00

7,499.95

20103

mortero 1:3 en obra

m3

0.0060

7

260,636.00

1,673.28

23874


m

1.0000

7,500.00

7,500.00

60034


h

1.5000

5,998.00

8,997.00

60038

ayudante entendido

h

1.5000

4,455.00

6,682.50

71227


d¡a

0.1250

801.00

100.12


5 % ==>


783 ================ 40,411.81


ml

10031


kg

3.5000

3

2,322.00

8,370.81

20089


m3

0.0450

7

280,372.00

13,499.91

20103

mortero 1:3 en obra

m3

0.0090

7

260,636.00

2,509.92

23874


m

1.0000

7,500.00

7,500.00

1.5000

5,998.00

8,997.00

1.5000

4,455.00

6,682.50

801.00

124.95

60034


h

60038

ayudante entendido

h

71227


d¡a

0.1560


5 % ==>


783 ================ 48,469.07


ml

10031


kg

4.5000

3

2,322.00

10,762.47

20089


m3

0.0650

7

280,372.00

19,499.87

20103

mortero 1:3 en obra

m3

0.0100

7

260,636.00

2,788.80

23874


m

1.0000

7,500.00

7,500.00

60034


h

2.0000

5,998.00

11,996.00

60038

ayudante entendido

h

2.0000

4,455.00

8,910.00

71227


d¡a

0.1880

801.00

150.58


5 % ==>


1,045 ================ 62,653.03

Alfajias en ladr.tablon

ml

20028


kg

0.2000

5

8,001.00

1,680.21

20103

mortero 1:3 en obra

m3

0.0070

7

260,636.00

1,952.16

21756

tablon tradicion rojo grafilad

m2

0.3000

5

23,659.00

7,452.58

60034


h

1.0000

5,998.00

5,998.00

60038

ayudante entendido

h

1.0000

4,455.00

4,455.00

71227


d¡a

0.1500

801.00

120.15




800214750

Página :35 Hora : 08:51:37


Nombre

Und



Precio 5 % ==>


Subtotal 522 ================ 22,180.75

Alfajias en ladr. 12x25

ml

20103

mortero 1:3 en obra

m3

0.0800

5

260,636.00

21,893.42

26643

lad.perf.vertical 6x12x25 more

und

10.0000

3

600.00

6,180.00

60034


h

1.0000

5,998.00

5,998.00

60038

ayudante entendido

h

1.0000

4,455.00

4,455.00

71227


d¡a

0.1500

801.00

120.15


5 % ==>


522 ================ 39,169.22

Albardillas de teja

ml

10922

teja espa¤ola natural 45 cm

und

14.0000

3

700.00

10,094.00

20103

mortero 1:3 en obra

m3

0.0200

5

260,636.00

5,473.35

60034


h

1.0000

5,998.00

5,998.00

60038

ayudante entendido

h

1.2500

4,455.00

5,568.75

71227


d¡a

0.1250

801.00

100.12


5 % ==>


578 ================ 27,812.56

Malla electrosoldada u-50

m2

10186

malla tipo u 50

und

0.0700

15

19,523.00

15953

alambre negro #18 recocido

kg

0.0200

5

2,262.00

47.50

1,571.60

60032


h

0.0400

6,410.00

256.40

60038

ayudante entendido

h

0.0600

4,455.00

267.30


5 % ==>


26 ================ 2,168.98


m2

10187

malla tipo u 63

und

0.0700

15

23,371.00

1,881.36

15953


kg

0.0200

5

2,262.00

47.50

60032


h

0.0400

6,410.00

256.40

60038

ayudante entendido

h

0.0600

4,455.00

267.30


5 % ==>


26 ================ 2,478.75


m2

10188

malla tipo u 84

und

0.0700

15

29,800.00

2,398.90

15953


kg

0.0200

5

2,262.00

47.50

60032


h

0.0400

6,410.00

256.40

60038

ayudante entendido

h

0.0600

4,455.00

267.30


5 % ==>



26 ================ 2,996.28


800214750

Página :36 Hora : 08:51:37


Nombre

Und


Precio

Subtotal


m2

10189

malla tipo u 106

und

0.0700

15

34,710.00

2,794.15

15953


kg

0.0200

5

2,262.00

47.50

60032


h

0.0400

6,410.00

256.40

60038

ayudante entendido

h

0.0600

4,455.00

267.30


5 % ==>


26 ================ 3,391.54

Malla electrosoldada d-50

m2

10197

malla tipo d 50

und

0.0700

15

22,678.00

1,825.57

15953


kg

0.0200

5

2,262.00

47.50

60032


h

0.0400

6,410.00

256.40

60038

ayudante entendido

h

0.0600

4,455.00

267.30


5 % ==>


26 ================ 2,422.96


m2

10198

malla tipo d 63

und

0.0700

15

27,805.00

2,238.30

15953


kg

0.0200

5

2,262.00

47.50

60032


h

0.0400

6,410.00

256.40

60038

ayudante entendido

h

0.0600

4,455.00

267.30


5 % ==>


26 ================ 2,835.68


m2

10199

malla tipo d 84

und

0.0700

15

37,100.00

2,986.55

15953


kg

0.0200

5

2,262.00

47.50

60032


h

0.0400

60038

ayudante entendido

h

0.0600


6,410.00

256.40

4,455.00

267.30

5 % ==>


26 ================ 3,583.93


m2

10200

malla tipo d 106

und

0.0700

15

46,934.00

3,778.18

15953


kg

0.0200

5

2,262.00

47.50

60032


h

0.0400

6,410.00

256.40

60038

ayudante entendido

h

0.0600

4,455.00

267.30


5 % ==>


26 ================ 4,375.57

Ref.40000 psi 1/4" fig.

kg

10062


kg

1.0000

3

1,941.00

1,999.23

15953


kg

0.0400

5

2,262.00

95.00

62056

corte y figuracion de refuerzo

kg

1.0000

312.00

312.00




800214750

Página :37 Hora : 08:51:37


Nombre coloc.refuerzo

Und kg


Precio

1.0000

270.00


5 % ==>


Subtotal 270.00

29 ================ 2,705.33

Ref.40000 psi 3/8" fig.

kg

10066


kg

1.0000

3

1,920.00

1,977.60

15953


kg

0.0400

5

2,262.00

95.00

62056


kg

1.0000

312.00

312.00

62062

coloc.refuerzo

kg

1.0000

270.00

270.00


5 % ==>


29 ================ 2,683.70

Ref.40000 psi 1/2"

kg

10069


kg

1.0000

5

2,718.00

2,853.90

15953


kg

0.0500

3

2,262.00

116.49

60032


h

0.0650

6,410.00

416.65

60038

ayudante entendido

h

0.0350

4,455.00

155.92


5 % ==>


28 ================ 3,571.59

061036

Ref.40000psi 3/8" sin fig.

kg

10066


kg

1.0000

3

1,920.00

1,977.60

15953


kg

0.0400

5

2,262.00

95.00

62062

coloc.refuerzo

kg

1.0000

270.00

270.00


5 % ==>


13 ================ 2,356.10

Ref.60000psi 1/2" fig.

kg

10006

acero corrugado 60 1/2 pulg

kg

1.0000

3

1,944.00

15953


kg

0.0400

5

2,262.00

95.00

2,002.32

62056


kg

1.0000

312.00

312.00

62062

coloc.refuerzo

kg

1.0000

270.00

270.00


5 % ==>


29 ================ 2,708.42

Ref.60000psi 5/8"-3/4" fig.

kg

10009


kg

1.0000

3

1,972.00

2,031.16

15953


kg

0.0400

5

2,262.00

95.00

62056


kg

1.0000

312.00

312.00

62062

coloc.refuerzo

kg

1.0000

270.00

270.00


5 % ==>


Ref.60000psi 7/8"-1" fig

kg


kg


1.0000

3


29 ================ 2,737.26

2,014.00

2,074.42


800214750

Página :38 Hora : 08:51:37


Nombre

Und


Precio 2,262.00

95.00

Subtotal

15953


kg

0.0400

62056


kg

1.0000

312.00

312.00

62062

coloc.refuerzo

kg

1.0000

270.00

270.00

5


5 % ==>


29 ================ 2,780.52

Ref.60.000 psi 1 1/4" fig.

kg

10021

acero corrugado 60 1" pulg

kg

1.0000

3

2,359.00

2,429.77

15953


kg

0.0400

5

2,262.00

95.00

62056


kg

1.0000

312.00

312.00

62062

coloc.refuerzo

kg

1.0000

270.00

270.00


5 % ==>


29 ================ 3,135.87

061046

Ref.60000psi 5/8"-3/4"sin fig.

kg

10009


kg

1.0000

3

1,972.00

2,031.16

15953


kg

0.0400

5

2,262.00

95.00

62062

coloc.refuerzo

kg

1.0000

270.00

270.00


5 % ==>


13 ================ 2,409.66

Ref.60000psi 7/8"-1" sin fig.

kg

10017


kg

1.0000

3

2,014.00

15953


kg

0.0400

5

2,262.00

95.00

270.00

270.00

62062

coloc.refuerzo

kg

1.0000


5 % ==>


Muro gravedad 2500 psi 1.1/2"

m3

piedra

m3

2,074.42

13 ================ 2,452.92

34,800.00

11,275.20

258,332.00

284,165.20

7.0000

7,500.00

52,500.00

h

12.0000

6,410.00

76,920.00

ayudante entendido

h

18.0000

4,455.00

80,190.00

vibrador electrico

h

1.5000

4,307.00

6,460.50

0.3000

20087


m3

1.0000

23874


m

60032


60038 71667

8 10


5 % ==>


7,855 ================ 519,366.40

062030

Muro cont.bloque cortina e=15

m2

20094


m3

0.0300

8

280,024.00

9,072.77

20104

mortero 1:4 en obra

m3

0.0400

10

215,975.00

9,502.90

20248


und

10.0000

3

1,549.00

15,954.70

20595

Sika 1 (2 kg)

kg

0.8000

10

5,950.00

5,236.00

21559


lb

0.0800

1,450.00

116.00




800214750

Página :39 Hora : 08:51:37


Nombre

Und


Precio

Subtotal

23874


m

0.8000

7,500.00

6,000.00

60032


h

1.8000

6,410.00

11,538.00

60038

ayudante entendido

h

2.0000

4,455.00

8,910.00

71227


d¡a

0.2500

801.00

200.25

71247


d¡a

0.2000

285.00

57.00

71403


d¡a

0.4500

270.00

121.50

71667

vibrador electrico

h

0.0200

4,307.00

86.14

251.00

2,585.30

80107


und

10.3000


5 % ==>


1,022 ================ 70,402.96

Muro cont.bloque voladizo e=15

m2

20092


m3

0.0300

5

253,924.00

7,998.60

20104

mortero 1:4 en obra

m3

0.0400

10

215,975.00

9,502.90

20248


und

10.0000

3

1,549.00

15,954.70

60032


h

0.7000

6,410.00

4,487.00

60038

ayudante entendido

h

1.0000

4,455.00

4,455.00

71519

malacate 2000 lb

d¡a

0.0500

82,824.00

4,141.20

80107


und

10.3000

251.00

2,585.30


5 % ==>


447 ================ 49,571.80

Muro cont.bloque cortina e=20

m2

20088


m3

0.0400

8

280,024.00

12,097.03

20104

mortero 1:4 en obra

m3

0.0400

5

215,975.00

9,070.95

20256

bloque interm. r13 2 perf. 20x

und

10.0000

3

2,220.00

22,866.00

20595

Sika 1 (2 kg)

kg

0.8000

10

5,950.00

5,236.00

21559


lb

0.0800

15

1,450.00

133.40

23874


m

0.9200

7,500.00

6,900.00

1.0000

1,719.00

1,719.00

0.2500

801.00

200.25

d¡a

0.2000

285.00

57.00


d¡a

0.4500

270.00

121.50

71667

vibrador electrico

h

0.2400

4,307.00

1,033.68

80106


und

10.3000

335.00

3,450.50

60885

m.de o. grouting celda muro 20

m

71227


d¡a

71247


71403


5 % ==>


Losa maciza de piso(e=10cm)

m2

20088


m3

0.1000

23874


m

60032


60038 71667

85 ================ 62,971.26

280,024.00

30,242.59

0.7500

7,500.00

5,625.00

h

1.0000

6,410.00

6,410.00

ayudante entendido

h

1.2000

4,455.00

5,346.00

vibrador electrico

h

0.2000

4,307.00

861.40


8



800214750

Página :40 Hora : 08:51:37


Und

Nombre



Precio 5 % ==>


Losa maciza de piso(e=12cm)

m2

20088


m3

0.1200

23874


m

60032


60038 71667

35,955.08

0.7500

7,500.00

5,625.00

h

1.0000

6,410.00

6,410.00

ayudante entendido

h

1.2000

4,455.00

5,346.00

vibrador electrico

h

0.2200

4,307.00

947.54

5 % ==>

Valor Total del Item ==> Losa maciza de piso(e=15cm)

m2

20088


m3

0.1500

23874


m

60032


60038 71667

587 ================ 54,871.42

280,024.00

44,523.81

0.7500

7,500.00

5,625.00

h

1.0000

6,410.00

6,410.00

ayudante entendido

h

1.4000

4,455.00

6,237.00

vibrador electrico

h

0.2400

4,307.00

1,033.68

6


5 % ==>


Losa piso de casas(e=5cm)

m2

20087


m3

0.0500

60032


h

0.6000

60038

ayudante entendido

h

71667

vibrador electrico

h

10

632 ================ 64,461.84

258,332.00

14,208.26

6,410.00

3,846.00

0.8000

4,455.00

3,564.00

0.2000

4,307.00

861.40


5 % ==>


587 ================ 49,072.79

280,024.00

7


063014

Subtotal

Losa caseton perd.3000psi e=30

m2

20088


m3

0.1600

20128

serv.bombeo 0-5piso (vol>15m3)

m3

0.1700

21559


lb

0.2000

22602

malla pajarito 1/2x1x5 m

m

23844

larguero 2x4pulg mad.comun si

24597

370 ================ 22,850.16

280,024.00

47,492.07

35,960.00

6,113.20

1,450.00

313.20

0.6900

5,180.00

3,574.20

m

1.3000

5,900.00

7,670.00

caseton en mad.no recup.h:0.25

m2

0.7500

8,390.00

6,292.50

60032


h

3.5000

6,410.00

22,435.00

60038

ayudante entendido

h

4.5000

4,455.00

20,047.50

71247


d¡a

3.0000

285.00

855.00

71317


d¡a

6.8700

400.00

2,748.00

71388

vigas metalicas de 3m

d¡a

2.4000

280.00

672.00

71404

taco metal.largos 4.50 mts

d¡a

3.0000

460.00

1,380.00

71519

malacate 2000 lb

d¡a

0.0750

82,824.00

6,211.80

71667

vibrador electrico

h

0.8000

4,307.00

3,445.60


6 8



800214750

Página :41 Hora : 08:51:37


Und

Nombre



Precio 5 % ==>


Subtotal 2,124 ================ 131,374.19

Losa cas.perd.3000 psi e=50cms

m2

20088


m3

0.1700

8

280,024.00

51,412.40

20103

mortero 1:3 en obra

m3

0.0210

8

260,636.00

5,911.22

20128

serv.bombeo 0-5piso (vol>15m3)

m3

0.1700

35,960.00

6,113.20

21559


lb

0.2000

1,450.00

313.20

22602


m

0.6900

5,180.00

3,574.20

23844

larguero 2x4pulg mad.comun si

m

1.2800

5,900.00

7,552.00

23874


m

2.2500

7,500.00

16,875.00

24597

caseton en mad.no recup.h:0.25

m2

0.7500

8,390.00

6,292.50

8

60923

vac.losa caseton no recup.

m2

1.0000

18,668.00

18,668.00

71247


d¡a

2.7300

285.00

778.05

71304

form.metal.losa 0.50 m/dia

d¡a

0.6500

690.00

448.50

71317


d¡a

6.8700

400.00

2,748.00

71388


d¡a

2.1800

280.00

610.40

71404


d¡a

2.2400

460.00

1,030.40

71667

vibrador electrico

h

0.9000

4,307.00

3,876.30


5 % ==>


Losa caseton rec.3000 psi e=30

m2

20088


m3

0.1800

22470


kg

24598

caseton en mad.recup.h:0.30

60032

933 ================ 127,136.78

280,024.00

53,428.57

0.0710

5,430.00

385.53

m2

0.7500

18,165.00

13,623.75


h

3.6000

6,410.00

23,076.00

60038

ayudante entendido

h

5.0000

4,455.00

22,275.00

71247


d¡a

2.9000

285.00

826.50

6

71315


d¡a

5.0000

270.00

1,350.00

71317


d¡a

7.2000

400.00

2,880.00

71388


d¡a

2.8000

280.00

784.00

71404


d¡a

2.5000

460.00

1,150.00

71519

malacate 2000 lb

d¡a

0.0880

82,824.00

7,288.51

71667

vibrador electrico

h

0.9000

4,307.00

3,876.30


5 % ==>


Losas alig.nervadas(e=45cm)

m2

20088


m3

0.2100

60032


h

60038

ayudante entendido

71315 71317

2,267 ================ 133,211.72

280,024.00

62,333.34

2.2000

6,410.00

14,102.00

h

2.7000

4,455.00

12,028.50


d¡a

5.0000

270.00

1,350.00


d¡a

7.2000

400.00

2,880.00


6



800214750

Página :42 Hora : 08:51:37


Nombre

Und


Precio

Subtotal

71388


d¡a

2.8000

280.00

784.00

71404


d¡a

2.5000

460.00

1,150.00

71519

malacate 2000 lb

d¡a

0.0500

82,824.00

4,141.20

71667

vibrador electrico

h

0.1500

4,307.00

646.05


5 % ==>


Losas alig.con adobe

m2

20088


m3

0.0200

20104

mortero 1:4 en obra

m3

0.0400

20148


und

10.0000

60032


h

1,306 ================ 100,721.61

280,024.00

6,160.52

215,975.00

8,639.00

860.00

9,030.00

1.5000

6,410.00

9,615.00

10 5

60038

ayudante entendido

h

2.9000

4,455.00

12,919.50

71247


d¡a

2.9000

285.00

826.50

71315


d¡a

5.0000

270.00

1,350.00

71317


d¡a

7.2000

400.00

2,880.00

71388


d¡a

2.8000

280.00

784.00

71404


d¡a

2.5000

460.00

1,150.00

71519

malacate 2000 lb

d¡a

0.4000

82,824.00

33,129.60

71667

vibrador electrico

h

0.1500

4,307.00

646.05

80092


und

10.5000

92.00

966.00


5 % ==>


1,126 ================ 89,222.90

063058

Losas alig.con bloques conc.

m2

20088


m3

0.0300

10

280,024.00

9,240.79

20104

mortero 1:4 en obra

m3

0.0400

10

215,975.00

9,502.90

20248


und

10.0000

3

1,549.00

15,954.70

60032


h

6,410.00

20,383.80

4.8850

4,455.00

21,762.67

2.9000

285.00

826.50

5.0000

270.00

1,350.00

d¡a

7.2000

400.00

2,880.00


d¡a

2.8000

280.00

784.00

71404


d¡a

2.5000

460.00

1,150.00

71519

malacate 2000 lb

d¡a

0.0500

82,824.00

4,141.20

71667

vibrador electrico

h

0.1500

4,307.00

646.05

80107


und

10.3000

251.00

2,585.30

60038

ayudante entendido

h

71247


d¡a

71315


d¡a

71317


71388

3.1800


5 % ==>


Losas macizas(e=10cm-elevada)

m2

20088


m3

0.1000

60032


h

3.0000


10

2,107 ================ 93,315.24

280,024.00

30,802.64

6,410.00

19,230.00



800214750

Página :43 Hora : 08:51:37


Und

Nombre


Precio

Subtotal

60038

ayudante entendido

h

4.0000

4,455.00

17,820.00

71247


d¡a

2.9000

285.00

826.50

71315


d¡a

5.0000

270.00

1,350.00

71317


d¡a

7.2000

400.00

2,880.00

71388


d¡a

2.8000

280.00

784.00

71404


d¡a

2.5000

460.00

1,150.00

71519

malacate 2000 lb

d¡a

0.0250

82,824.00

2,070.60

4,307.00

1,722.80

71667

vibrador electrico

h

0.4000


5 % ==>


Losas macizas(e=15cm-elevada)

m2


m3

1,852 ================ 80,489.04

280,024.00

46,203.96

4.6000

6,410.00

29,486.00

h

4.6000

4,455.00

20,493.00


d¡a

2.9000

285.00

826.50

71315


d¡a

5.0000

270.00

1,350.00

71317


d¡a

7.2000

400.00

2,880.00

71388


d¡a

2.8000

280.00

784.00

71404


d¡a

2.5000

460.00

1,150.00

71519

malacate 2000 lb

d¡a

0.0250

82,824.00

2,070.60

71667

vibrador electrico

h

0.4000

4,307.00

1,722.80

60032


h

60038

ayudante entendido

71247

0.1500

10


5 % ==>


Losas nervadas con pref.

m2

20088


m3

0.0500

21061

canaleta de 0.6x0.2 hasta 5.5m

und

60032


h

2,498 ================ 109,465.81

280,024.00

14,701.26

0.3300

166,784.00

55,038.72

1.5000

6,410.00

9,615.00

5

60038

ayudante entendido

h

2.8000

4,455.00

12,474.00

71247


d¡a

2.9000

285.00

826.50

71315


d¡a

5.0000

270.00

1,350.00

71317


d¡a

7.2000

400.00

2,880.00

71388


d¡a

2.8000

280.00

784.00

71404


d¡a

2.5000

460.00

1,150.00

71519

malacate 2000 lb

d¡a

0.0750

82,824.00

6,211.80

71667

vibrador electrico

h

0.0700

4,307.00

301.49


5 % ==>


Concr.columnas(12m2/m3-35*35)

m3

20088


m3

60032


h

60038

ayudante entendido

h


1,104 ================ 106,437.22

280,024.00

294,025.20

13.5000

6,410.00

86,535.00

14.0000

4,455.00

62,370.00

1.0000

5



800214750

Página :44 Hora : 08:51:37


Nombre

Und


Precio

Subtotal

71227


d¡a

0.3700

801.00

296.37

71273

chapeta tensora 3/8 cu¤a

d¡a

5.0000

151.00

755.00

71334

tapa colum.2.4x0.30 metal.

d¡a

1.5000

1,740.00

2,610.00

71360

tensor de 3/8

d¡a

5.0000

100.00

500.00

71362

cu¤a en t form.columna

d¡a

6.5000

27.00

175.50

71404


d¡a

6.5000

460.00

2,990.00

71519

malacate 2000 lb

d¡a

0.2500

82,824.00

20,706.00

71667

vibrador electrico

h

1.3000

4,307.00

5,599.10


5 % ==>


Concr.columnas(10m2/m3-30*50)

m3

20088


m3

60032


h

60038

ayudante entendido

h

71227


71273

7,445 ================ 484,007.42

280,024.00

294,025.20

14.0000

6,410.00

89,740.00

14.0000

4,455.00

62,370.00

d¡a

0.3700

801.00

296.37


d¡a

5.0000

151.00

755.00

71337


d¡a

1.6300

2,100.00

3,423.00

71360

tensor de 3/8

d¡a

5.0000

100.00

500.00

71362


d¡a

6.5000

27.00

175.50

71404


d¡a

6.5000

460.00

2,990.00

71519

malacate 2000 lb

d¡a

0.2500

82,824.00

20,706.00

71667

vibrador electrico

h

1.3000

4,307.00

5,599.10

1.0000

5


5 % ==>


Concr.columnas( 8m2/m3-50*50)

m3

20088


m3

60032


h

60038

ayudante entendido

h

71227


71273

7,605 ================ 488,185.67

280,024.00

294,025.20

14.0000

6,410.00

89,740.00

14.5000

4,455.00

64,597.50

d¡a

0.3700

801.00

296.37


d¡a

5.0000

151.00

755.00

71337


d¡a

2.0800

2,100.00

4,368.00

71360

tensor de 3/8

d¡a

5.0000

100.00

500.00

71362


d¡a

6.5000

27.00

175.50

71404


d¡a

6.5000

460.00

2,990.00

71519

malacate 2000 lb

d¡a

0.2500

82,824.00

20,706.00

71667

vibrador electrico

h

1.3000

4,307.00

5,599.10

1.0000

5


5 % ==>


7,716 ================ 491,469.54

Concr.columnas 25*25

ml

20005


m3

0.0520

35,100.00

1,825.20

20050


sac

0.4400

22,600.00

9,944.00




800214750

Página :45 Hora : 08:51:37


Nombre

Und


Precio

Subtotal

23874


m

1.5000

7,500.00

11,250.00

28184


m3

0.0350

33,640.00

1,177.40

60032


h

1.0000

6,410.00

6,410.00

60039

ayudante raso

h

3.0000

3,890.00

11,670.00

71152

mezc.1 saco elect.

d¡a

0.1250

28,500.00

3,562.50

71227


d¡a

0.1250

801.00

100.12

71273


d¡a

5.0000

151.00

755.00

71332


d¡a

1.5000

1,740.00

2,610.00

71360

tensor de 3/8

d¡a

5.0000

100.00

500.00

71362


d¡a

6.5000

27.00

175.50

71404


d¡a

1.5000

460.00

690.00

71667

vibrador electrico

h

1.0000

4,307.00

4,307.00


5 % ==>


904 ================ 55,880.72

Concr.columnas 20*20

ml

20005


m3

0.0340

35,100.00

1,193.40

20050


sac

0.2800

22,600.00

6,328.00

23874


m

0.9600

7,500.00

7,200.00

28184


m3

0.0220

33,640.00

740.08

60032


h

0.6400

6,410.00

4,102.40

60039

ayudante raso

h

1.9200

3,890.00

7,468.80

71152

mezc.1 saco elect.

d¡a

0.0810

28,500.00

2,308.50

71227


d¡a

0.0800

801.00

64.08

71273


d¡a

5.0000

151.00

755.00

71331

tapa colum.2.4x0.20 metal

d¡a

1.3000

1,624.00

2,111.20

71360

tensor de 3/8

d¡a

5.0000

100.00

500.00

71362


d¡a

6.5000

27.00

175.50

71404


d¡a

0.9600

460.00

441.60

71667

vibrador electrico

h

0.6500

4,307.00

2,799.55


5 % ==>


Columna conc.3000 psi 40x40

ml

20088


m3

0.1600

60947

construc.colum.>30x30

m

71227


71247 71273

578 ================ 36,766.67

280,024.00

48,388.14

1.0000

13,395.00

13,395.00

d¡a

0.0460

801.00

36.84


d¡a

0.4500

285.00

128.25


d¡a

5.0000

151.00

755.00

8

71335


d¡a

1.6300

1,890.00

3,080.70

71360

tensor de 3/8

d¡a

5.0000

100.00

500.00

71362


d¡a

6.5000

27.00

175.50

71404


d¡a

6.5000

460.00

2,990.00




800214750

Página :46 Hora : 08:51:37


Nombre

71667

vibrador electrico

Und h


Precio

0.3700

4,307.00


5 % ==>



ml

20094


m3

0.2000

20429

Antisol blanco sika (20 kg)

kg

21683

am

22471

Subtotal 1,593.59

669 ================ 71,712.78

280,024.00

61,605.28

1.1300

3,200.00

3,616.00

gal

0.2000

6,120.00

1,224.00

parafina

kg

0.6200

4,200.00

2,604.00

60947


m

1.0000

13,395.00

13,395.00

61963

acarreo int.mezclas

m3

0.2200

6,189.00

1,361.58

71273


d¡a

5.0000

151.00

755.00

10

71337


d¡a

2.0800

2,100.00

4,368.00

71360

tensor de 3/8

d¡a

5.0000

100.00

500.00

71362


d¡a

6.5000

27.00

175.50

71667

vibrador electrico

h

0.4000

4,307.00

1,722.80

80195


m3

0.2200

8,200.00

1,804.00


5 % ==>



ml

20088


m3

0.2500

60947


m

71227


71247

737 ================ 93,868.98

280,024.00

75,606.48

1.0000

13,395.00

13,395.00

d¡a

0.0460

801.00

36.84


d¡a

0.4500

285.00

128.25

71273


d¡a

5.0000

151.00

755.00

71337


d¡a

1.6300

2,100.00

3,423.00

71360

tensor de 3/8

d¡a

5.0000

100.00

500.00

71362


d¡a

6.5000

27.00

175.50

8

71404


d¡a

6.5000

460.00

2,990.00

71667

vibrador electrico

h

0.3700

4,307.00

1,593.59


5 % ==>



ml

20094


m3

0.2000

20429


kg

21683

am

22471

669 ================ 99,273.41

280,024.00

61,605.28

1.3300

3,200.00

4,256.00

gal

0.1300

6,120.00

795.60

parafina

kg

0.2000

4,200.00

840.00

60947


m

1.0000

13,395.00

13,395.00

61963

acarreo int.mezclas

m3

0.2740

6,189.00

1,695.78

71273


d¡a

5.0000

151.00

755.00

71339


d¡a

2.1000

2,204.00

4,628.40

71667

vibrador electrico

h

4.5000

4,307.00

19,381.50


10



800214750

Página :47 Hora : 08:51:37


Nombre tpte concr.mezc.m3/km

Und


Precio

m3

0.2740

8,200.00

3


5 % ==>



ml

20088


m3

0.3600

60947


m

71227


71247

Subtotal 2,314.20

754 ================ 110,421.30

280,024.00

108,873.33

1.0000

13,395.00

13,395.00

d¡a

0.0460

801.00

36.84


d¡a

0.4500

285.00

128.25

71273


d¡a

5.0000

151.00

755.00

71339


d¡a

1.6300

2,204.00

3,592.52

71360

tensor de 3/8

d¡a

5.0000

100.00

500.00

71362


d¡a

6.5000

27.00

175.50

8

71404


d¡a

6.5000

460.00

2,990.00

71667

vibrador electrico

h

0.3700

4,307.00

1,593.59


5 % ==>



ml

20096


m3

0.2000

20429


kg

21683

am

22471

669 ================ 132,709.78

296,844.00

65,305.68

1.1300

3,200.00

3,616.00

gal

0.2000

6,120.00

1,224.00

parafina

kg

0.6200

4,200.00

2,604.00

60947


m

1.0000

13,395.00

13,395.00

61963

acarreo int.mezclas

m3

0.2200

6,189.00

1,361.58

71273


d¡a

0.4100

151.00

61.91

71337


d¡a

2.0800

2,100.00

4,368.00

71667

vibrador electrico

h

5.5000

4,307.00

23,688.50

80195


m3

0.2200

8,200.00

1,804.00

10


5 % ==>



ml

20096


m3

0.2500

20429


kg

21683

am

22471

737 ================ 118,166.49

296,844.00

81,632.10

1.3000

3,200.00

4,160.00

gal

0.1300

6,120.00

795.60

parafina

kg

0.2000

4,200.00

840.00

60947


m

1.0000

13,395.00

13,395.00

71273


d¡a

5.0000

151.00

755.00

71335


d¡a

6.6000

1,890.00

12,474.00

71360

tensor de 3/8

d¡a

5.0000

100.00

500.00

71362


d¡a

6.5000

27.00

175.50

71404


d¡a

6.5000

460.00

2,990.00

71667

vibrador electrico

h

5.5000

4,307.00

23,688.50


10



800214750

Página :48 Hora : 08:51:37


Nombre tpte concr.mezc.m3/km

Und


Precio

m3

0.2750

8,200.00


5 % ==>



ml

20096


m3

0.2400

20429


kg

21683

am

22471

Subtotal 2,255.00

669 ================ 144,330.45

296,844.00

78,366.81

1.3000

3,200.00

4,160.00

gal

0.1300

6,120.00

795.60

parafina

kg

0.2000

4,200.00

840.00

60947


m

1.0000

13,395.00

13,395.00

61963

acarreo int.mezclas

m3

0.2750

6,189.00

1,701.97

71227


d¡a

0.0460

801.00

36.84

71273


d¡a

5.0000

151.00

755.00

10

71335


d¡a

2.1000

1,890.00

3,969.00

71360

tensor de 3/8

d¡a

5.0000

100.00

500.00

71362


d¡a

6.5000

27.00

175.50

71404


d¡a

6.5000

460.00

2,990.00

71667

vibrador electrico

h

5.5000

4,307.00

23,688.50

80195


m3

0.2740

8,200.00

2,246.80


5 % ==>



ml

20096


m3

0.3600

20429


kg

21683

am

22471

754 ================ 134,375.88

296,844.00

117,550.22

1.3300

3,200.00

4,256.00

gal

0.1300

6,120.00

795.60

parafina

kg

0.2000

4,200.00

840.00

60947


m

1.0000

13,395.00

13,395.00

10

61963

acarreo int.mezclas

m3

0.2750

6,189.00

1,701.97

71273


d¡a

5.0000

151.00

755.00

71338


d¡a

2.1000

3,480.00

7,308.00

71360

tensor de 3/8

d¡a

5.0000

100.00

500.00

71362


d¡a

6.5000

27.00

175.50

71404


d¡a

6.5000

460.00

2,990.00

71667

vibrador electrico

h

5.5000

4,307.00

23,688.50

80195


m3

0.3960

8,200.00

3,247.20


5 % ==>


Concreto vigas sobre muros

m3

20088


m3

1.0000

23874


m

60032


60038

ayudante entendido

754 ================ 177,957.84

280,024.00

302,425.92

8.0000

7,500.00

60,000.00

h

8.7000

6,410.00

55,767.00

h

13.9000

4,455.00

61,924.50


8



800214750

Página :49 Hora : 08:51:38


Nombre

Und


Precio

Subtotal

71227


d¡a

1.0800

801.00

865.08

71247


d¡a

1.2000

285.00

342.00

71317


d¡a

16.0000

400.00

6,400.00

71388


d¡a

12.0000

280.00

3,360.00

71404


d¡a

24.0000

460.00

11,040.00

71667

vibrador electrico

h

1.2500

4,307.00

5,383.75


5 % ==>


Concr.vigas sobre muros 15*20

m

20088


m3

0.0300

23874


m

60032


h

5,884 ================ 513,392.82

280,024.00

8,820.75

0.2400

7,500.00

1,800.00

1.3000

6,410.00

8,333.00

5

60038

ayudante entendido

h

1.0000

4,455.00

4,455.00

71227


d¡a

1.0880

801.00

871.48

71247


d¡a

1.2000

285.00

342.00

71317


d¡a

6.8000

400.00

2,720.00

71388


d¡a

6.3000

280.00

1,764.00

71404


d¡a

6.3000

460.00

2,898.00

71519

malacate 2000 lb

d¡a

0.0060

82,824.00

496.94

71667

vibrador electrico

h

0.3750

4,307.00

1,615.12


5 % ==>


Concr.vigas canoas

m3

20088


m3

1.0000

23874


m

60032


60038 71247

639 ================ 34,755.71

280,024.00

302,425.92

11.0000

7,500.00

82,500.00

h

14.5000

6,410.00

92,945.00

ayudante entendido

h

19.0000

4,455.00

84,645.00


d¡a

1.2000

285.00

342.00

71317


d¡a

16.0000

400.00

6,400.00

71388


d¡a

12.0000

280.00

3,360.00

71404


d¡a

24.0000

460.00

11,040.00

71519

malacate 2000 lb

d¡a

0.2000

82,824.00

16,564.80

71667

vibrador electrico

h

1.2500

4,307.00

5,383.75

8


5 % ==>


Concr.vigas sobre muros 20*20

m

20088


m3

0.0400

23874


m

60032


60038 71317

8,879 ================ 614,485.97

280,024.00

11,761.00

0.3200

7,500.00

2,400.00

h

1.3000

6,410.00

8,333.00

ayudante entendido

h

1.0000

4,455.00

4,455.00


d¡a

6.8000

400.00

2,720.00


5



800214750

Página :50 Hora : 08:51:38


Nombre

Und


Precio

Subtotal

71388


d¡a

6.3000

280.00

1,764.00

71404


d¡a

6.3000

460.00

2,898.00

71519

malacate 2000 lb

d¡a

0.0080

82,824.00

662.59

71667

vibrador electrico

h

0.0500

4,307.00

215.35


5 % ==>


Concr.vigas aereas(30*30)

m3

20088


m3

60032


h

60038

ayudante entendido

h

71227


71247 71273

639 ================ 35,848.35

280,024.00

302,425.92

17.0000

6,410.00

108,970.00

24.0000

4,455.00

106,920.00

d¡a

2.1250

801.00

1,702.12


d¡a

22.0000

285.00

6,270.00


d¡a

18.0000

151.00

2,718.00

71315


d¡a

32.0000

270.00

8,640.00

71317


d¡a

32.0000

400.00

12,800.00

71360

tensor de 3/8

d¡a

18.0000

100.00

1,800.00

71362


d¡a

32.0000

27.00

864.00

71388


d¡a

16.0000

280.00

4,480.00

71404


d¡a

20.0000

460.00

9,200.00

71667

vibrador electrico

h

1.2500

4,307.00

5,383.75

1.0000

8


5 % ==>


Concr.viga sobre muro 12*15

m

20088


m3

0.0180

23874


m

61951

m.de o.viga aerea 20x30

71317 71388

10,794 ================ 582,968.29

280,024.00

5,443.66

0.3200

7,500.00

2,400.00

m

1.0000

8,237.00

8,237.00


d¡a

6.8000

400.00

2,720.00


d¡a

6.3000

280.00

1,764.00

71404


d¡a

6.3000

460.00

2,898.00

71667

vibrador electrico

h

0.0500

4,307.00

215.35

8


5 % ==>


Concr.escaleras macizas

m3

20088


m3

1.0000

23874


m

60032


60038

411 ================ 24,089.86

280,024.00

302,425.92

5.0000

7,500.00

37,500.00

h

17.0000

6,410.00

108,970.00

ayudante entendido

h

22.0000

4,455.00

98,010.00

71317


d¡a

45.0000

400.00

18,000.00

71388


d¡a

27.0000

280.00

7,560.00

71404


d¡a

55.0000

460.00

25,300.00

71519

malacate 2000 lb

d¡a

0.2500

82,824.00

20,706.00


8



800214750

Página :51 Hora : 08:51:38


Nombre

71667

vibrador electrico

Und h


Precio

1.2500

4,307.00


5 % ==>


Subtotal 5,383.75

10,349 ================ 634,204.67

Concr.tanques altos

m3

20088


m3

1.0000

5

280,024.00

294,025.20

20429


kg

0.7100

5

3,200.00

2,385.60

23874


m

7.0000

7,500.00

52,500.00

60032


h

8.0000

6,410.00

51,280.00

60038

ayudante entendido

h

16.0000

4,455.00

71,280.00

71304


d¡a

63.0000

690.00

43,470.00

71519

malacate 2000 lb

d¡a

0.2380

82,824.00

19,712.11

71667

vibrador electrico

h

1.5000

4,307.00

6,460.50


5 % ==>


6,128 ================ 547,241.41

Concr.placa fondo de tanques

m3

20088


m3

1.0000

8

280,024.00

23874


m

0.8000

2

7,500.00

6,120.00

302,425.92

60032


h

5.5000

6,410.00

35,255.00

60038

ayudante entendido

h

9.0000

4,455.00

40,095.00

71667

vibrador electrico

h

0.6000

4,307.00

2,584.20


5 % ==>


Concr.placa tapa de tanques

m3

20088


m3

60032


h

60038

ayudante entendido

71304 71667

280,024.00

296,825.44

16.0000

6,410.00

102,560.00

h

20.0000

4,455.00

89,100.00


d¡a

20.0000

690.00

13,800.00

vibrador electrico

h

1.5000

4,307.00

6,460.50

1.0000

6


5 % ==>


3,767 ================ 390,247.62

9,583 ================ 518,328.94

Teja tejalit-tipo econ.

m2

10417

teja ond.tejalit doble ancho #

und

1.0500

3

11,470.00

12,404.80

10535

cab.limatesa-limahoya

und

0.1800

3

35,800.00

6,637.32

15947

amarre caballete eternit

und

0.1800

1

180.00

32.72

15949

gancho teja ondulada 55 eterni

und

2.1000

354.00

743.40

23905

larguero 2x4pulg abarco 4 var

m

0.5000

60032


h

60038

ayudante entendido

h


19,000.00

9,975.00

0.6000

6,410.00

3,846.00

0.6000

4,455.00

2,673.00

5



800214750

Página :52 Hora : 08:51:38


Nombre

Und



Precio 5 % ==>


Subtotal 325 ================ 36,638.19

Teja a-c ondul #4.tipo comun

m2

10370


und

1.1000

5

14,050.00

16,227.75

10547

caballete fijo 15 eternit

und

0.2000

3

15,400.00

3,172.40

15947

amarre caballete eternit

und

0.2000

1

180.00

36.36

15949

gancho teja ondulada 55 eterni

und

2.2000

354.00

778.80

23905


m

0.6000

19,000.00

11,742.00

60032


h

0.7000

6,410.00

4,487.00

60038

ayudante entendido

h

0.5500

4,455.00

2,450.25

3


5 % ==>


346 ================ 39,241.42

Teja a-c canaleta 90

m2

10458

teja canaleta 90 de 6.0 mt. et

und

0.2000

3

564,900.00

116,369.40

10706

caballete art.sup. canaleta c9

und

0.1000

3

30,900.00

3,182.70

10709

tapa terminal izq. can 90. con

und

0.2000

3

12,900.00

2,657.40

15948

gancho correa hierro red etern

und

0.4000

368.00

147.20

15955

tornillo c-43 madera con acc.

und

0.1500

1,384.00

207.60

15956

fijador ala c-90 con acccesori

und

0.1500

1,900.00

285.00

15957

traba c-90 con rios eter

und

0.1500

1,900.00

285.00

60032


h

0.8000

6,410.00

5,128.00

60038

ayudante entendido

h

0.8000

4,455.00

3,564.00


5 % ==>


434 ================ 132,260.90

Teja a-c planicel eternit

m2

10735

teja planicel r color eternit

und

3.0000

2

8,100.00

24,786.00

21553


lb

1.0000

10

2,000.00

2,200.00

23905


m

2.0000

19,000.00

38,000.00

60032


h

2.0000

6,410.00

12,820.00

60038

ayudante entendido

h

1.8000

4,455.00

8,019.00


5 % ==>


1,041 ================ 86,866.95

Cubierta en teja de barro

m2

10922

teja espa¤ola natural 45 cm

und

22.0000

2

700.00

15,708.00

20105

mortero 1:5 en obra

m3

0.0100

8

187,449.00

2,024.44

21553


lb

0.2500

10

2,000.00

550.00

22394

Manto lider 3mm gran edil

m2

1.0000

10

7,600.00

8,360.00

23905


m

1.8000

3

19,000.00

35,226.00

23907

liston 2x3pulg abarco 4 varas

m

3.2000

3

19,000.00

62,624.00

23998

Tablilla cep. inmu pino patula

m2

1.0000

10

15,650.00

17,215.00




800214750

Página :53 Hora : 08:51:38


Nombre

Und


24936

carguera 4x8pulg abarco 4 var

m

0.5000

60032


h

60038

ayudante entendido

h

Precio 98,563.00

50,759.94

1.2000

6,410.00

7,692.00

1.0000

4,455.00

4,455.00

3


5 % ==>


Subtotal

607 ================ 205,221.74

Bajante pvc 1.8o kg

ml

11016

bajante de 3m extr.lisos pavco

m

1.0000

3

18,892.00

19,458.76

11019

codo bajante 90ø pavco

und

1.0000

3

5,269.00

5,427.07

11028

union de bajante pavco

und

1.0000

3,205.00

3,205.00

21854

soldadura liquida pvc pavco

g/4

0.0010

5

58,643.00

61.57

22011

limpiador remov. para pvc (760

und

0.0010

5

28,275.00

29.68

60032


h

0.2000

60038

ayudante entendido

h

0.2500


6,410.00

1,282.00

4,455.00

1,113.75

5 % ==>


Bajante pvc 3"

ml

soporte de bajante pavco

und

1,695.00

1,695.00

3

6,294.00

6,482.82

5

58,643.00

61.57

3

28,275.00

29.12

0.3000

2,254.00

676.20

h

0.1500

6,410.00

961.50

h

0.2500

4,455.00

1,113.75

1.0000

21628

tub.vent.y ag.ll 5m 3 pulg pa

m

1.0000

21854


g/4

0.0010

22011


und

0.0010

22052

uniones sanit. 3 pulg pavco

und

60032


60038

ayudante entendido


5 % ==>


119 ================ 30,697.63

Bajante pvc 4"

ml

11024

soporte de bajante pavco

und

1.0000

21636


m

1.1000

21854


g/4

22011


103 ================ 11,123.73

1,695.00

1,695.00

3

10,855.00

12,298.71

0.0010

5

58,643.00

61.57

und

0.0010

5

28,275.00

29.68

22055


und

0.3000

4,504.00

1,351.20

60032


h

0.1500

6,410.00

961.50

60038

ayudante entendido

h

0.2500

4,455.00

1,113.75


5 % ==>


103 ================ 17,615.19

Canal pvc 2.00kg

ml

10991

canal de 3m extr.lisos pavco

m

1.0000

2

24,103.00

24,585.06

10993

tapa externa canal pavco

m

1.0000

3

4,653.00

4,792.59

11002

union canal bajante pavco

und

1.0000

5,531.00

5,531.00

11008

soporte de canal pavco

und

1.0000

2,192.00

2,192.00




800214750

Página :54 Hora : 08:51:38


Nombre

Und


Precio

Subtotal

60032


h

0.2000

6,410.00

1,282.00

60038

ayudante entendido

h

0.2000

4,455.00

891.00


5 % ==>


Encorozado en bloque e=12

ml

20104

mortero 1:4 en obra

m3

0.0100

60034


h

0.4700

10


215,975.00

2,375.72

5,998.00

2,819.06

5 % ==>


108 ================ 39,382.30

140 ================ 5,335.73

Encorozado madera 2"x4"

ml

23905


m

1.0000

19,000.00

19,000.00

60034


h

0.3500

5,998.00

2,099.30


5 % ==>


104 ================ 21,204.26

Encorozado en muro de 20 cm

ml

20011

arena revoque

m3

0.0200

6

15,500.00

328.60

20050


sac

0.1200

8

22,600.00

2,928.96

60034


h

0.8000

5,998.00

4,798.40

60038

ayudante entendido

h

0.2000

4,455.00

891.00

71227


d¡a

0.7500

801.00

600.75

71247


d¡a

8.8000

285.00

2,508.00


5 % ==>


284 ================ 12,340.18

Impermeab.pendientados(edific)

m2

20104

mortero 1:4 en obra

m3

0.0750

5

215,975.00

20595

Sika 1 (2 kg)

kg

0.8000

10

5,950.00

5,236.00

17,008.03

60032


h

0.9000

6,410.00

5,769.00

60038

ayudante entendido

h

1.2000

4,455.00

5,346.00


5 % ==>


555 ================ 33,914.78

Impermeab.pendientados(casa)

m2

20104

mortero 1:4 en obra

m3

0.0550

5

215,975.00

12,472.55

20595

Sika 1 (2 kg)

kg

0.5940

10

5,950.00

3,887.73

60032


h

0.8500

6,410.00

5,448.50

60038

ayudante entendido

h

1.1000

4,455.00

4,900.50


5 % ==>


Impermeab.con manto adhesivo

m2

Manto real gran edil rollo 10

m2


1.0000

2

517 ================ 27,226.73

12,000.00


12,240.00


800214750

Página :55 Hora : 08:51:38


Nombre

Und


Precio 9,700.00

30,555.00

Subtotal

22429

Emulsion (galon) gran edil

gl

3.0000

60032


h

0.8000

6,410.00

5,128.00

60038

ayudante entendido

h

0.8000

4,455.00

3,564.00

5


5 % ==>


434 ================ 51,921.60

078030

Impermeab.en manto polyester

m2

22387

Manto poliester 3mm 120g gran

m2

0.1000

2

13,500.00

1,377.00

22396

Fibratex

m2

1.0000

2

7,600.00

7,752.00

60032


h

0.5000

6,410.00

3,205.00


5 % ==>


160 ================ 12,494.25

Impermeab.en vigas canoas

m2

20103

mortero 1:3 en obra

m3

0.0250

3

260,636.00

6,711.37

20595

Sika 1 (2 kg)

kg

0.5400

5

5,950.00

3,373.65

60032


h

1.0000

6,410.00

6,410.00

60038

ayudante entendido

h

1.5000

4,455.00

6,682.50


5 % ==>


654 ================ 23,832.15

Revoque liso cielo raso

m2

20104

mortero 1:4 en obra

m3

0.0200

50

215,975.00

28520

cal

kg

1.5000

6

520.00

826.80

6,479.25

61081

m.de o.revoque liso cielos

m2

1.0000

4,535.00

4,535.00

61963

acarreo int.mezclas

m3

0.0300

6,189.00

185.67

71227


d¡a

0.3750

801.00

300.37


5 % ==>


Cielorr.-lam.eternit(est.mad.)

m2

10764

placa plana 1.22x1.22x4mm eter

und

1.1000

21553


lb

0.0500

23907


m

2.0000

60034


h

60038

ayudante entendido

71227


12,154.00

13,369.40

10

2,000.00

110.00

3

19,000.00

39,140.00

0.6500

5,998.00

3,898.70

h

0.6500

4,455.00

2,895.75

d¡a

0.0813

801.00

65.12


5 % ==>


236 ================ 12,563.12

Cielorr.-lam.eternit(est.met.)

m2

10764

placa plana 1.22x1.22x4mm eter

und

0.7000

60034


h

60038

ayudante entendido

h


339 ================ 59,818.69

12,154.00

8,677.95

0.7500

5,998.00

4,498.50

0.7500

4,455.00

3,341.25

2



800214750

Página :56 Hora : 08:51:38


Nombre andamio tramo completo 1.5x1.5

Und


Precio

d¡a

0.0934

801.00


5 % ==>


Subtotal 74.81

391 ================ 16,984.50

Cielorr.-lam.madecor 9mm

m2

21553


lb

0.1000

10

2,000.00

220.00

23907


m

2.0000

3

19,000.00

39,140.00

25071

Super Te.m.9mmx2.44x1.22 oku

und

0.3000

2

81,082.00

24,811.09

60034


h

0.7000

5,998.00

4,198.60

60038

ayudante entendido

h

0.7000

4,455.00

3,118.50

71227


d¡a

0.0880

801.00

70.48


5 % ==>


365 ================ 71,924.53

Cielorr.-lamina de tablex

m2

21553


lb

0.1000

10

2,000.00

220.00

23907


m

2.0000

3

19,000.00

39,140.00

24031

Super T4mmx2.44x1.53

und

0.4000

24,550.00

9,820.00

60034


h

0.8500

5,998.00

5,098.30

60038

ayudante entendido

h

0.8500

4,455.00

3,786.75

71227


d¡a

0.0880

801.00

70.48


5 % ==>


444 ================ 58,579.79

083020

Cielorr.-tablilla cedro

m2

21553


lb

0.2000

10

2,000.00

440.00

23998

Tablilla cep. inmu pino patula

m2

1.0000

5

15,650.00

16,432.50

24602

moldura bocel 5/8 l=2.80

und

0.7000

5

1,589.00

1,167.91

60034


h

1.2000

5,998.00

7,197.60

60038

ayudante entendido

h

1.2000

4,455.00

5,346.00

71227


d¡a

0.1250

801.00

100.12


5 % ==>


Cielorr.-liston de abarco

m2

23907


m

24602

moldura bocel 5/8 l=2.80

60034

627 ================ 31,311.32

10.0000

3

19,000.00

195,700.00

und

1.0000

5

1,589.00

1,668.45


h

1.2000

5,998.00

7,197.60

60038

ayudante entendido

h

1.2000

4,455.00

5,346.00

71227


d¡a

0.1250

801.00

100.12


5 % ==>


Cielorr.-lum.acril.tab.y opal

m2



627 ================ 210,639.35


800214750

Página :57 Hora : 08:51:38


Nombre c.falso lum. alum.tabaco y opa

Und


m2

1.0000

2


Precio 127,600.00

Cielorr.-lum.acril.nat.y piram

m2

13628

c.falso lum. alum.natural y op

m2

1.0000

116,000.00

5 % ==>


================ 130,152.00

116,000.00


130,152.00

5 % ==>


Subtotal

================ 116,000.00

Entresuelo piedra 20cm afirmad

m2

20008

piedra

m3

0.2000

3

34,800.00

7,168.80

20014

arenilla

m3

0.0500

20

3,712.00

222.72

22470


kg

0.0710

5

5,430.00

404.80

60032


h

0.4400

6,410.00

2,820.40

60038

ayudante entendido

h

0.6000

4,455.00

2,673.00

60996


m3

0.2660

4,662.00

1,240.09

71098


d¡a

0.1000

21,500.00

2,150.00


5 % ==>


Piso mortero reforzado e=3 cm

m2

20105

mortero 1:5 en obra

m3

0.0300

22602


m

60032


h

187,449.00

6,185.81

0.7000

5,180.00

3,626.00

0.6000

6,410.00

3,846.00

10


5 % ==>


Piso-cemento afinado(4cm)

m2

20104

mortero 1:4 en obra

m3

0.0400

60032


h

1.3000

60038

ayudante entendido

h

5

m2

10198

malla tipo d 63

und

0.0800

20088


m3

0.0800

23862


und

0.0300

60032


h

60038

ayudante entendido

h

8,333.00

4,455.00

4,900.50

5 % ==>

2,224.40

10

280,024.00

24,642.11

10

14,500.00

478.50

1.5000

6,410.00

9,615.00

1.2000

4,455.00

5,346.00

5 % ==>


Sub-bases en suelo-cemento 1:1

m3


kg


661 ================ 22,966.12

27,805.00


091014

9,070.95

6,410.00

Valor Total del Item ==> Piso mortero reforzado e=8 cm

192 ================ 13,850.11

215,975.00

1.1000


091013

336 ================ 17,016.49

1.0000

5


748 ================ 43,054.06

1,941.00

2,038.05


800214750

Página :58 Hora : 08:51:39


Nombre

Und


Precio

Subtotal

20012

arena de pega

m3

1.2000

5

19,250.00

24,255.00

20050


sac

0.0200

5

22,600.00

474.60

20094


m3

0.1100

8

280,024.00

33,266.85

60032


h

1.0400

6,410.00

6,666.40

60038

ayudante entendido

h

1.5000

4,455.00

6,682.50

80004


m3

1.2000

1,500.00

1,800.00


5 % ==>


667 ================ 75,850.84

Piso banos-cemento impermeab.

m2

20104

mortero 1:4 en obra

m3

0.0300

5

215,975.00

6,803.21

20595

Sika 1 (2 kg)

kg

0.8000

3

5,950.00

4,902.80

60032


h

0.8000

60038

ayudante entendido

h

0.7000


6,410.00

5,128.00

4,455.00

3,118.50

5 % ==>


412 ================ 20,364.83

Piso adoquin conc.(peat.)

m2

20012

arena de pega

m3

0.0500

5

19,250.00

1,010.62

20014

arenilla

m3

0.0200

5

3,712.00

77.95

25668

adoq.20x10x6 gris

und

50.0000

5

573.00

30,082.50

60038

ayudante entendido

h

0.5000

4,455.00

2,227.50

60039

ayudante raso

h

1.0000

3,890.00

3,890.00

71097

vibrador de placa

d¡a

0.0030

76,560.00

229.68

80004


m3

0.0740

1,500.00

111.00


5 % ==>


305 ================ 37,935.13

Piso adoquin conc.(vehic.)

m2

20012

arena de pega

m3

0.0600

5

19,250.00

1,212.75

20014

arenilla

m3

0.0200

5

3,712.00

77.95

25669

adoq.20x10x8 gris

und

50.0000

5

940.00

49,350.00

60038

ayudante entendido

h

0.5000

4,455.00

2,227.50

60039

ayudante raso

h

1.0000

3,890.00

3,890.00

71097

vibrador de placa

d¡a

0.0250

76,560.00

1,914.00

80004


m3

0.0840

1,500.00

126.00


5 % ==>


Pasos prefabricados 60*42

ml

20004


m3

0.0700

20103

mortero 1:3 en obra

m3

24606

pasos 60 x 42

60038

ayudante entendido

305 ================ 59,104.07

35,100.00

2,579.85

0.0150

260,636.00

3,909.54

und

1.7000

4,200.00

7,140.00

h

0.8500

4,455.00

3,786.75


5



800214750

Página :59 Hora : 08:51:39


Und

Nombre ayudante raso

h


Precio

1.0000

3,890.00


5 % ==>


Subtotal 3,890.00

383 ================ 21,689.97

Placa de piso(e=10cm)

m2

10062


kg

1.0000

5

1,941.00

2,038.05

20094


m3

0.1100

5

280,024.00

32,342.77

20468


kg

1.0000

3

3,000.00

3,090.00

60032


h

1.5000

6,410.00

9,615.00

60038

ayudante entendido

h

1.5000

4,455.00

6,682.50


5 % ==>


814 ================ 54,583.19

Pulida placa cemen.endurec.5cm

m2

20104

mortero 1:4 en obra

m3

0.0500

5

215,975.00

11,338.68

20580

piso ind. gris ipb (36 kg)

kg

1.5000

2

1,139.00

1,742.67

23874


m

0.3000

2

7,500.00

2,295.00

60032


h

0.6600

6,410.00

4,230.60

60038

ayudante entendido

h

0.6600

4,455.00

2,940.30


5 % ==>


Tapete sobre mortero

m2

mortero 1:4 en obra

m3

215,975.00

12,019.00

19,433.00

19,821.66

0.6500

6,410.00

4,166.50

h

0.4000

5,998.00

2,399.20

h

0.5000

4,455.00

2,227.50

0.0530

26044

tapete.ccial.polip. giardino a

m2

1.0000

60032


h

60034


60038

ayudante entendido

5 2


5 % ==>


358 ================ 22,905.80

439 ================ 41,073.52

Guardaesc.de cemento

ml

20104

mortero 1:4 en obra

m3

0.0020

10

215,975.00

475.14

23826

tiranta 2x1pulg mad.comun sin

und

0.5000

2

1,928.00

983.28

60035


h

0.3000

5,385.00

1,615.50

60038

ayudante entendido

h

0.3000

4,455.00

1,336.50


5 % ==>


147 ================ 4,558.02

Guardaesc.ceramico

ml

20028


kg

0.2000

5

8,001.00

1,680.21

20104

mortero 1:4 en obra

m3

0.0150

10

215,975.00

3,563.58

20468


kg

0.0200

5

3,000.00

63.00

21801

tableta romana roja 18x9

m2

1.0000

5

11,233.00

11,794.65




800214750

Página :60 Hora : 08:51:39


Nombre

Und


Precio

Subtotal

60034


h

0.5000

5,998.00

2,999.00

60038

ayudante entendido

h

0.4500

4,455.00

2,004.75


5 % ==>


250 ================ 22,355.38

Guardaesc.alfa

ml

20050


sac

0.0100

10

22,600.00

248.60

20103

mortero 1:3 en obra

m3

0.0020

10

260,636.00

573.39

21795


m2

0.1000

10

12,642.00

1,390.62

60034


h

0.5000

5,998.00

2,999.00

60038

ayudante entendido

h

0.5000

4,455.00

2,227.50


5 % ==>


261 ================ 7,700.44

Guardaesc.granito

ml

20021

granito blanco # 1 (5kg)

kg

3.5000

8

700.00

2,646.00

20104

mortero 1:4 en obra

m3

0.0040

10

215,975.00

950.29

20468


kg

0.0820

5

3,000.00

258.30

60034


h

2.0000

5,998.00

11,996.00

60038

ayudante entendido

h

2.0000

4,455.00

8,910.00


5 % ==>


1,045 ================ 25,805.89

Guardaesc. media caña

ml

24652

zocalo tunez media ca¤a sahara

m

1.0000

9,967.00

9,967.00

61726

coloc.zoc.gr.pulido media-ca a

m

1.0000

6,157.00

6,157.00


5 % ==>


307 ================ 16,431.85

Guardaesc.vinilo de 6.8 cm.

ml

20271

zocalo vinilo 6.8 cm

m

1.0000

5

2,948.00

3,095.40

24608

Adhesivo pegante #10

gal

0.0100

5

26,497.00

278.21

60034


h

0.4000

5,998.00

2,399.20


5 % ==>


119 ================ 5,892.77

Guardaesc.vinilo de 10cm.

ml

20277

zocalo vinilo 10 cm

m

1.0000

5

5,331.00

5,597.55

24608


gal

0.0100

5

26,497.00

278.21

60034


h

0.4000

5,998.00

2,399.20


5 % ==>


Guardaesc.cedro

ml

chazos plasticos 5/16 pulg

mil


0.0015

119 ================ 8,394.92

29,500.00


44.25


800214750

Página :61 Hora : 08:51:39


Nombre

Und


26568

zoc.cedro 7cm x 2.80

m

1.0000

60034


h

60038

ayudante entendido

h

Precio 13,453.00

14,125.65

0.3500

5,998.00

2,099.30

0.3500

4,455.00

1,559.25

5


5 % ==>


Subtotal

182 ================ 18,011.37

Guardaescoba roble h=9

ml

21666

chazos plasticos 5/16 pulg

mil

0.0014

29,500.00

41.30

26566

zoc.roble 7cm x 2.80

m

1.0000

9,013.00

9,013.00

60034


h

0.3500

5,998.00

2,099.30

60038

ayudante entendido

h

0.3500

4,455.00

1,559.25


5 % ==>


182 ================ 12,895.77

Piso-bald.grano 25*25

m2

20106

mortero 1:6 en obra

m3

0.0300

10

167,263.00

5,519.67

20717

bald.25x25 bca grano negro bco

m2

1.0000

5

36,700.00

38,535.00

28615


m2

1.0000

2,015.00

2,015.00

61673

coloc.piso baldosa

m2

1.0000

7,384.00

7,384.00

61674

m.de o.pulida baldosa piso

m2

1.0000

5,450.00

5,450.00

62116

brillada baldosa de piso

m2

1.0000

7,405.00

7,405.00


5 % ==>


1,011 ================ 67,320.62

Piso bald.grano 30x30 brill.pl

m2

20106

mortero 1:6 en obra

m3

0.0300

10

167,263.00

5,519.67

26789

bald.trani 30x30 grano no.1

m2

1.0000

5

36,800.00

38,640.00

28615


m2

1.0000

2,015.00

2,015.00

61673

coloc.piso baldosa

m2

1.0000

7,384.00

7,384.00

61674


m2

1.0000

5,450.00

5,450.00

62116


m2

1.0000

7,405.00

7,405.00


5 % ==>


1,011 ================ 67,425.62

Bald.grano no 3. 30*30 bco

m2

20106

mortero 1:6 en obra

m3

0.0300

10

167,263.00

5,519.67

26693

bald.30x30 bca grano blanco

m2

1.0000

5

35,700.00

37,485.00

28615


m2

1.0000

2,015.00

2,015.00

61673

coloc.piso baldosa

m2

1.0000

7,384.00

7,384.00

61674


m2

1.0000

5,450.00

5,450.00

7,405.00

7,405.00

62116


m2

1.0000


5 % ==>



1,011 ================ 66,270.62


800214750

Página :62 Hora : 08:51:39


Nombre

Und


Precio

Subtotal

Piso-bald.monocolor comun

m2

20106

mortero 1:6 en obra

m3

0.0300

10

167,263.00

5,519.67

21689

bald.25x25 rojo/gris/negro

m2

1.0000

5

21,600.00

22,680.00

28615


m2

1.0000

5

2,015.00

2,115.75

61673

coloc.piso baldosa

m2

1.0000

7,384.00

7,384.00


5 % ==>


369 ================ 38,068.62

Piso tableta 10*10 con arenon

m2

20018

arenon chino (25 kg) # 1

kg

0.3500

8

460.00

173.88

20104

mortero 1:4 en obra

m3

0.0300

10

215,975.00

7,127.17

21795


m2

0.8000

10

12,642.00

11,124.96

28615


m2

1.0000

5

2,015.00

2,115.75

60034


h

2.0000

5,998.00

11,996.00

60038

ayudante entendido

h

1.6000

4,455.00

7,128.00


5 % ==>


956 ================ 40,621.96

093022

Piso-t/ta rect.alfag.rom.10*20

m2

20028


kg

0.4000

3

8,001.00

3,296.41

20104

mortero 1:4 en obra

m3

0.0450

10

215,975.00

10,690.76

20468


kg

0.0600

5

3,000.00

189.00

11,333.00

11,899.65

21803

tableta romana 18x9 sahara

m2

1.0000

60034


h

2.0000

5,998.00

11,996.00

60038

ayudante entendido

h

2.0000

4,455.00

8,910.00

5


5 % ==>


1,045 ================ 48,027.12

Piso-ladr.tablon 25*25

m2

20028


kg

0.2000

3

8,001.00

1,648.20

20104

mortero 1:4 en obra

m3

0.0450

10

215,975.00

10,690.76

20468


kg

0.0600

5

3,000.00

189.00

21770

tablon tradicion rojo rustico

m2

1.0000

5

23,659.00

24,841.95

60034


h

1.0000

5,998.00

5,998.00

60038

ayudante entendido

h

0.9200

4,455.00

4,098.60


5 % ==>


504 ================ 47,971.34

Piso-bald.roca 25*25

m2

20104

mortero 1:4 en obra

m3

0.0300

10

215,975.00

7,127.17

20468


kg

0.0600

5

3,000.00

189.00

21726

bald.25x25 jaspe bco/verde

m2

1.0000

5

21,600.00

22,680.00

28615


m2

1.0000

60034


h


1.5000 Serie Nro : Ver Educativa

2,015.00

2,015.00

5,998.00

8,997.00


800214750

Página :63 Hora : 08:51:39


Nombre ayudante entendido

Und h


Precio

1.5000

4,455.00


5 % ==>


Subtotal 6,682.50

783 ================ 48,474.65

Piso-bald.roca 30*30

m2

20104

mortero 1:4 en obra

m3

0.0300

10

215,975.00

7,127.17

20468


kg

0.0240

5

3,000.00

75.60

21735

bald.imitac.retal 30x30

m2

1.0000

5

31,300.00

32,865.00

28615


m2

1.0000

2,015.00

2,015.00

60034


h

1.7000

5,998.00

10,196.60

60038

ayudante entendido

h

1.7000

4,455.00

7,573.50


5 % ==>


888 ================ 60,741.38

Piso baldosa mar.negro san gil

m2

20104

mortero 1:4 en obra

m3

0.0450

10

215,975.00

10,690.76

20440

marm. negro san gil 30x30x1 al

m2

1.0000

5

108,199.00

113,608.95

20468


kg

0.0240

5

3,000.00

75.60

28615


m2

1.0000

60034


h

60038

ayudante entendido

h

2,015.00

2,015.00

1.5000

5,998.00

8,997.00

2.5000

4,455.00

11,137.50


5 % ==>


1,006 ================ 147,531.53

Pis0 marmol alfa rio claro

m2

20104

mortero 1:4 en obra

m3

0.0450

10

215,975.00

10,690.76

20468


kg

0.0600

5

3,000.00

189.00

20516

marm. gris rio claro 30x30x1 a

m2

1.0000

5

142,360.00

149,478.00

28615


m2

1.0000

2,015.00

2,015.00

60034


h

1.5000

5,998.00

8,997.00

60038

ayudante entendido

h

2.5000

4,455.00

11,137.50


5 % ==>


1,006 ================ 183,513.98

Piso-planchuela marmol alfa

m2

20104

mortero 1:4 en obra

m3

0.0450

10

215,975.00

10,690.76

20449

marm. gris payande 30x30x1 alf

m2

1.0000

5

112,079.00

117,682.95

20468


kg

0.0600

5

3,000.00

189.00

28615


m2

1.0000

2,015.00

2,015.00

60034


h

1.5000

5,998.00

8,997.00

4,455.00

11,137.50

60038

ayudante entendido

h

2.5000


5 % ==>



1,006 ================ 151,718.93


800214750

Página :64 Hora : 08:51:39


Nombre

Und


Precio

8,001.00

1,600.20

Subtotal

Piso de gres 10*20

m2

20028


kg

0.2000

20104

mortero 1:4 en obra

m3

0.0450

10

215,975.00

10,690.76

21801


m2

1.0000

5

11,233.00

11,794.65

24627

gravilla 3/4 pulg

m3

0.0300

5

29,232.00

920.80

60034


h

0.5000

5,998.00

2,999.00

60038

ayudante entendido

h

0.6800

4,455.00

3,029.40


5 % ==>


301 ================ 31,336.24

Piso vaciado granito pulido

m2

20021


kg

35.0000

8

700.00

26,460.00

20056

cemento blanco tipo i (40 kg)

sac

0.4000

5

36,352.00

15,267.84

20103

mortero 1:3 en obra

m3

0.0400

10

260,636.00

11,467.98

20138

polvo blanco (g5)

kg

5.0000

5

3,500.00

18,375.00

61708

vac.pul.y brillad.piso granito

m2

1.0000

16,484.00

16,484.00


5 % ==>


Gradas en cemento

ml

20104

mortero 1:4 en obra

m3

0.0250

23874


m

0.2000

60032


h

60038

ayudante entendido

h

5

215,975.00

5,669.34

7,500.00

1,500.00

1.0000

6,410.00

6,410.00

1.0000

4,455.00

4,455.00


5 % ==>


824 ================ 88,879.02

543 ================ 18,577.59

Gradas-ladr.bocadillo

ml

20028


kg

0.1000

5

8,001.00

840.10

20104

mortero 1:4 en obra

m3

0.0200

10

215,975.00

4,751.45

20187

lad.bocad.macizo 6-12-24

und

13.5000

5

520.00

7,371.00

24627

gravilla 3/4 pulg

m3

0.0300

5

29,232.00

920.80

60034


h

1.0000

5,998.00

5,998.00

60038

ayudante entendido

h

1.0000

4,455.00

4,455.00


5 % ==>


522 ================ 24,859.01

Gradas ladr.tablon

ml

20028


kg

0.2000

5

8,001.00

1,680.21

20104

mortero 1:4 en obra

m3

0.0200

10

215,975.00

4,751.45

20468


kg

0.1200

5

3,000.00

378.00

21756

tablon tradicion rojo grafilad

m2

0.3000

5

23,659.00

7,452.58

24627

gravilla 3/4 pulg

m3

0.0300

5

29,232.00

920.80

5,998.00

8,997.00

60034


h




800214750

Página :65 Hora : 08:51:39


Nombre ayudante entendido

Und h


Precio

1.5000

4,455.00


5 % ==>


Subtotal 6,682.50

783 ================ 31,646.52

Nariz gradas en aluminio

ml

14713

esquinero en aluminio

m

1.0000

3

1,150.00

1,184.50

20468


kg

0.0500

2

3,000.00

153.00

60034


h

0.8000

5,998.00

4,798.40


5 % ==>


239 ================ 6,375.82

Nariz gradas en gravilla

ml

20104

mortero 1:4 en obra

m3

0.0080

10

215,975.00

1,900.58

24627

gravilla 3/4 pulg

m3

0.0900

5

29,232.00

2,762.42

60034


h

0.0700

5,998.00

419.86

60038

ayudante entendido

h

0.0700

4,455.00

311.85


5 % ==>


36 ================ 5,431.29

093580

Gradas en vinisol

ml

20281

paso gradas vinisol

m

1.0000

21,601.00

21,601.00

20308

contrapaso gradas vinisol

m

1.0000

10,800.00

10,800.00

24608


gal

0.0300

26,497.00

818.75

61686

m.de o.coloc.baldosas vinilo

m2

1.5000

2,692.00

4,038.00

3


5 % ==>


Pirlanes color aluminio

ml

20468


kg

0.1200

60034


h

0.8000

5


3,000.00

378.00

5,998.00

4,798.40

5 % ==>


Piso vinisol 1.6mm

m2


gal

0.1000

25904

bald.vinisol Terrazo 30x30x1.6

m2

1.0000

61686


m2

1.0000

3 3


239 ================ 5,416.32

26,497.00

2,729.19

17,166.00

17,680.98

2,692.00

2,692.00

5 % ==>


201 ================ 37,459.65

134 ================ 23,236.77

Piso vinisol 2.5mm

m2

24608


gal

0.1000

3

26,497.00

2,729.19

25906

bald.vinisol Terrazo 30x30x2.0

m2

1.0000

3

19,511.00

20,096.33

61686


m2

1.0000

2,692.00

2,692.00




800214750

Página :66 Hora : 08:51:39


Und

Nombre



Precio 5 % ==>


Subtotal 134 ================ 25,652.12

Piso vinisol 3.0mm

m2

24608


gal

0.1000

3

26,497.00

2,729.19

25908

bald.vinisol Terrazo 30x30x3

m2

1.0000

3

24,491.00

25,225.73

61686


m2

1.0000

2,692.00

2,692.00


5 % ==>


134 ================ 30,781.52

Encharque ceramica 20*20

ml

20105

mortero 1:5 en obra

m3

0.0100

8

187,449.00

2,024.44

20468


kg

0.0500

5

3,000.00

157.50

26077


m2

0.3300

29,980.00

9,893.40

62127

forro de encharque ceramico

ml

1.0000

15,704.00

15,704.00


5 % ==>


785 ================ 28,564.54

Encharque ceramica 20.5*20.5

ml

20105

mortero 1:5 en obra

m3

0.0100

8

187,449.00

2,024.44

20468


kg

0.0500

5

3,000.00

157.50

26077


m2

0.3300

5

29,980.00

10,388.07

62127

forro de encharque ceramico

ml

1.0000

15,704.00

15,704.00


5 % ==>


785 ================ 29,059.21

Piso-b/sin 30*30 trafic.resid.

m2

20104

mortero 1:4 en obra

m3

0.0450

10

215,975.00

10,690.76

20802

az. macedon.pared c.35600 25x3

m2

1.0000

5

27,491.00

28,865.55

28615


m2

1.0000

5

2,015.00

2,115.75

60034


h

0.7000

5,998.00

4,198.60

60038

ayudante entendido

h

0.8500

4,455.00

3,786.75


5 % ==>


399 ================ 50,056.68

Piso-b/sin traf.residen.30*30

m2

26103

ceram. esm. 30x30 egeo 93195(m

m2

0.0450

10

17,590.00

870.70

28615


m2

1.0000

8

2,015.00

2,176.20

60034


h

0.7000

5,998.00

4,198.60

60038

ayudante entendido

h

0.8500

4,455.00

3,786.75


5 % ==>


Piso gres

m2


kg


1.0000

8


399 ================ 11,431.52

8,001.00

8,641.08


800214750

Página :67 Hora : 08:51:39


Nombre

Und


Precio

Subtotal

20050


sac

0.3300

8

22,600.00

8,054.64

21801


m2

1.0000

8

11,233.00

12,131.64

28184


m3

0.0500

8

33,640.00

1,816.56

60034


h

1.0000

5,998.00

5,998.00

60038

ayudante entendido

h

1.0000

4,455.00

4,455.00


5 % ==>


Recebo

m2

20366

arenilla triturada

m3

0.1000

60032


h

0.8000

20


17,400.00

2,088.00

6,410.00

5,128.00

5 % ==>


Impermeab.con s.m.poliester

m2

22387

Manto poliester 3mm 120g gran

m2

1.0000

60032


h

60038

ayudante entendido

h

14,850.00

0.0440

6,410.00

282.04

0.0630

4,455.00

280.66

5 % ==>

Valor Total del Item ==> Impermeab.pisos banos

m2

20595

Sika 1 (2 kg)

kg

0.2300

60032


h

0.2900

60038

ayudante entendido

h

5

10199

m2

malla tipo d 84

und

1,436.92

6,410.00

1,858.90

4,455.00

1,202.85

5 % ==>

Valor Total del Item ==> Lámina colaborante 2" cal 22

28 ================ 15,440.84

5,950.00

0.2700


101001

256 ================ 7,472.40

13,500.00

10


099020

522 ================ 41,619.57

153 ================ 4,651.76

37,100.00

2,968.00

0.0780

239,691.00

18,695.89

m2

1.0500

25,454.00

26,726.70

m. de. o instl l mina colabora

d¡a

0.0180

5

88,400.00

1,670.76

62182

m. de. o inst malla

d¡a

0.0090

5

34,199.00

323.18

62183

m. de. o concreto

d¡a

0.0980

5

57,948.00

5,962.84

62184

transporte de materiales

m2

1.0000

4,576.00

4,576.00

71731

pulidora manual 7"

d¡a

0.0160

17,200.00

275.20

71751

Concretadora

dia

0.0160

23,200.00

371.20

27781

concr.en obra 3000 psi 3/4 pul

m3

29797

L mina colaborante 2" cal 22

62181

0.0800


5 % ==>


626 ================ 62,196.42

Lámina colaborante 2" cal 20

m2

10199

malla tipo d 84

und

0.0800

37,100.00

2,968.00

27781


m3

0.0780

239,691.00

18,695.89




800214750

Página :68 Hora : 08:51:39


Nombre

Und


29798


m2

1.0500

62181


d¡a

0.0180

62182

m. de. o inst malla

d¡a

62183

m. de. o concreto

62184

Precio

Subtotal

28,747.00

30,184.35

5

88,400.00

1,670.76

0.0090

5

34,199.00

323.18

d¡a

0.0980

5

57,948.00

5,962.84


m2

1.0000

4,576.00

4,576.00

71731

pulidora manual 7"

d¡a

0.0160

17,200.00

275.20

71751

Concretadora

dia

0.0160

23,200.00

371.20


5 % ==>


626 ================ 65,654.07


m2

10199

malla tipo d 84

und

0.0800

37,100.00

27781


m3

0.0780

239,691.00

18,695.89

49,831.00

49,831.00

2,968.00

29799


m2

1.0000

62181


d¡a

0.0180

5

88,400.00

1,670.76

62182

m. de. o inst malla

d¡a

0.0090

5

34,199.00

323.18

62183

m. de. o concreto

d¡a

0.0980

5

57,948.00

5,962.84

62184


m2

1.0000

4,576.00

4,576.00

71731

pulidora manual 7"

d¡a

0.0160

17,200.00

275.20

71751

Concretadora

dia

0.0160

23,200.00

371.20


5 % ==>


626 ================ 85,300.72


m2

10199

malla tipo d 84

und

0.0800

37,100.00

2,968.00

27781


m3

0.0780

239,691.00

18,695.89

29800


m2

1.0000

38,142.00

38,142.00

62181


d¡a

0.0180

5

88,400.00

1,670.76

62182

m. de. o inst malla

d¡a

0.0090

5

34,199.00

323.18

62183

m. de. o concreto

d¡a

0.0980

57,948.00

5,962.84

62184


m2

1.0000

4,576.00

4,576.00

71731

pulidora manual 7"

d¡a

0.0160

17,200.00

275.20

71751

Concretadora

dia

0.0160

23,200.00

371.20

5


5 % ==>


626 ================ 73,611.72


m2

10199

malla tipo d 84

und

0.0800

37,100.00

2,968.00

27781


m3

0.0780

239,691.00

18,695.89

29801


m2

1.0000

23,917.00

23,917.00

62181


d¡a

0.0180

5

88,400.00

1,670.76

62182

m. de. o inst malla

d¡a

0.0090

5

34,199.00

323.18

62183

m. de. o concreto

d¡a

0.0980

5

57,948.00

5,962.84

62184


m2

1.0000

4,576.00

4,576.00




800214750

Página :69 Hora : 08:51:40


Nombre

Und


71731

pulidora manual 7"

d¡a

0.0160

17,200.00

275.20

71751

Concretadora

dia

0.0160

23,200.00

371.20


Precio

5 % ==>


Subtotal

626 ================ 59,386.72


m2

10199

malla tipo d 84

und

0.0800

37,100.00

2,968.00

27781


m3

0.0780

239,691.00

18,695.89

29802


m2

1.0000

28,747.00

28,747.00

62181


d¡a

0.0180

5

88,400.00

1,670.76

62182

m. de. o inst malla

d¡a

0.0090

5

34,199.00

323.18

62183

m. de. o concreto

d¡a

0.0980

5

57,948.00

5,962.84

62184


m2

1.0000

4,576.00

4,576.00

71731

pulidora manual 7"

d¡a

0.0160

17,200.00

275.20

71751

Concretadora

dia

0.0160

23,200.00

371.20


5 % ==>


626 ================ 64,216.72


m2

10199

malla tipo d 84

und

0.0800

37,100.00

2,968.00

27781


m3

0.0780

239,691.00

18,695.89

29803


m2

1.0000

49,831.00

49,831.00

62181


d¡a

0.0180

5

88,400.00

1,670.76

62182

m. de. o inst malla

d¡a

0.0090

5

34,199.00

323.18

62183

m. de. o concreto

d¡a

0.0980

5

57,948.00

5,962.84

62184


m2

1.0000

4,576.00

4,576.00

71731

pulidora manual 7"

d¡a

0.0160

17,200.00

275.20

71751

Concretadora

dia

0.0160

23,200.00

371.20


5 % ==>


626 ================ 85,300.72


m2

10199

malla tipo d 84

und

0.0800

37,100.00

27781


m3

0.0780

239,691.00

18,695.89

38,084.00

38,084.00

2,968.00

29804


m2

1.0000

62181


d¡a

0.0180

5

88,400.00

1,670.76

62182

m. de. o inst malla

d¡a

0.0090

5

34,199.00

323.18

62183

m. de. o concreto

d¡a

0.0980

5

57,948.00

5,962.84

62184


m2

1.0000

4,576.00

4,576.00

71731

pulidora manual 7"

d¡a

0.0160

17,200.00

275.20

71751

Concretadora

dia

0.0160

23,200.00

371.20


5 % ==>



626 ================ 73,553.72


800214750

Página :70 Hora : 08:51:40


Nombre

Und


Tub. concr. 4"(u.m.)

ml

20103

mortero 1:3 en obra

m3

0.0030

22257

tub.concr.u.m. 4 pulg ind.diq

m

61968

acarreo int.tub.concr.4-6 pulg

62099 80176

Precio

260,636.00

821.00

1.2500

7,621.00

9,526.25

m

1.2500

262.00

327.50

coloc.tub.concr.s.u.m/c. 4 pul

m

1.0000

1,279.00

1,279.00

tpte tub.concr.s/r 4-6 pulg z

m

1.2500

4,454.00

5,567.50

5


5 % ==>



ml

20103

mortero 1:3 en obra

m3

0.0050

22260

tub.concr.u.m. 6 pulg ind. di

m

61968


62100 80176

80 ================ 17,601.57

260,636.00

1,368.33

1.2500

10,972.00

13,715.00

m

1.2500

262.00

327.50

coloc.tub.concr.s.u.m/u.c 6 pu

m

1.0000

2,673.00

2,673.00


m

1.2500

4,454.00

5,567.50

5


5 % ==>


Subtotal


ml

20103

mortero 1:3 en obra

m3

0.0060

22263

tub.concr.u.m. 8 pulg ind. di

m

61969

acarreo int.tub.concr.8

m

150 ================ 23,801.36

260,636.00

1,642.00

1.2500

14,450.00

18,062.50

1.2500

324.00

405.00

5

62101

coloc.tub.concr.s.u.m/u.c.8 pu

m

1.0000

3,551.00

3,551.00

80177

tpte tub.concr.s/r 8 pulg z.u

m

1.2500

3,957.00

4,946.25


5 % ==>



ml

20103

mortero 1:3 en obra

m3

0.0080

22266

tub.concr.u.m.10 pulg ind. di

m

61556

coloc.tub.concr.s.u.m/u.c.10 p

62084 80178

260,636.00

2,189.34

1.2500

20,554.00

25,692.50

m

1.0000

4,460.00

4,460.00

acarreo int.tub.concr.10 pulg

m

1.2500

356.00

445.00

tpte tub.concr.s/r 10 pulg z.

m

1.0000

3,957.00

3,957.00

5


5 % ==>


197 ================ 28,804.55


ml

20103

mortero 1:3 en obra

m3

0.0100

22271

tub.concr.u.m. 12 pulg ind. d

m

61561


62103 80179

245 ================ 36,989.09

260,636.00

2,736.67

1.2500

24,825.00

31,031.25

m

1.0000

6,046.00

6,046.00


m

1.2500

947.00

1,183.75


m

1.2500

4,116.00

5,145.00


5



800214750

Página :71 Hora : 08:51:40


Nombre

Und



Precio 5 % ==>



ml

20103

mortero 1:3 en obra

m3

0.0130

22275

tub.concr.u.m. 16 pulg ind. d

m

61556


62104 80182

3,557.68

1.2500

50,600.00

63,250.00

m

1.0000

4,460.00

4,460.00


m

1.2500

986.00

1,232.50


m

1.2500

3,708.00

4,635.00

5 % ==>

Valor Total del Item ==> Tub. concr. 6"(e.c.)

ml

24875

tub.concr. u.c. 6 pulg titan

m

1.0000

61968


m

62100

coloc.tub.concr.s.u.m/u.c 6 pu

80176


14,713.65

1.0000

262.00

262.00

m

1.0000

2,673.00

2,673.00

m

1.0000

4,454.00

4,454.00

5 % ==>


ml

24878


m

1.0000

61969

acarreo int.tub.concr.8

m

62101

coloc.tub.concr.s.u.m/u.c.8 pu

m

80177

tpte tub.concr.s/r 8 pulg z.u

m

23,093.70

1.0000

324.00

324.00

1.0000

3,551.00

3,551.00

3,957.00

3,957.00

1.0000

5 % ==>


ml

24881


m

1.0000

61556


m

62084


80178


29,036.70

1.0000

4,460.00

4,460.00

m

1.0000

356.00

356.00

m

1.0000

3,957.00

3,957.00

5 % ==>


ml

24884


m

1.0000

61561


m

62103


80179


37,709.70

1.0000

6,046.00

6,046.00

m

1.0000

947.00

947.00

m

1.0000

4,116.00

4,116.00

5 % ==>


240 ================ 38,050.50

35,914.00

5


111048

193 ================ 31,119.45

27,654.00

5


111046

146 ================ 22,249.40

21,994.00

5


111044

284 ================ 77,419.80

14,013.00

5


111042

361 ================ 46,504.16

260,636.00

5


111040

Subtotal

ml



349 ================ 49,168.35


800214750

Página :72 Hora : 08:51:40


Nombre

Und


24899


m

1.0000

61568

c.tub.concr.ref.u.m/u.c.24 pul

m

62085

acarreo int.tub.concr.24-33

80184


Precio 127,878.00

134,271.90

1.0000

18,321.00

18,321.00

m

1.0000

1,884.00

1,884.00

m

1.0000

3,655.00

3,655.00

5


5 % ==>


Subtotal

1,010 ================ 159,142.15

Coloc.tub.pvc-s 2" (aguas neg)

ml

21599

tub. sanitaria 6m 2 pulg pavc

m

1.0000

5

7,337.00

7,703.85

21854


g/4

0.0020

5

58,643.00

123.15

22011


und

0.0020

5

28,275.00

59.37

60038

ayudante entendido

h

0.1200

4,455.00

534.60

60062

oficial de plomeria

h

0.1500

6,410.00

961.50


5 % ==>


Tub. pvc-s 3"(aguas negras)

ml

21604


m

1.0000

21652


und

0.2500

5

74 ================ 9,457.28

10,159.00

10,666.95

4,486.00

1,121.50

4,958.00

1,239.50

58,643.00

123.15

21786

tee sanitaria 3 pulg pavco

und

0.2500

21854


g/4

0.0020

5

22011


und

0.0020

5

28,275.00

59.37

22052


und

0.2000

2,254.00

450.80

60038

ayudante entendido

h

0.1200

4,455.00

534.60

60062

oficial de plomeria

h

0.1500

6,410.00

961.50


5 % ==>



ml

21608


m

1.0000

21654


und

21792


21854 22011

74 ================ 15,232.18

15,272.00

16,035.60

0.2500

7,731.00

1,932.75

und

0.2500

10,237.00

2,559.25


g/4

0.0030

5

58,643.00

184.72


und

0.0030

5

28,275.00

89.06

5

22055


und

0.2000

4,504.00

900.80

60038

ayudante entendido

h

0.1750

4,455.00

779.62

60062

oficial de plomeria

h

0.1750

6,410.00

1,121.75


5 % ==>


95 ================ 23,698.63

112014


ml

11011

soporte metalico canal pavco

und

1.0000

3,757.00

3,757.00

21064

tee sanitaria 6 pulg pvc pav

und

0.2500

92,823.00

23,205.75

21615


m

1.0000

32,342.00

33,959.10


5



800214750

Página :73 Hora : 08:51:40


Nombre

Und


Precio

Subtotal

21854


g/4

0.0050

5

58,643.00

307.87

22011


und

0.0050

5

28,275.00

148.44

22063


und

0.2000

19,742.00

3,948.40

60038

ayudante entendido

h

0.2650

4,455.00

1,180.57

60062

oficial de plomeria

h

0.2650

6,410.00

1,698.65


5 % ==>


Ramales distrib.apa.sanit.1"

ml

20933

tub.presion 6m rde 21 1 pulg

m

2.0000

20987

buje sold. 1.1/2x1 pulg presi

und

1.0000

21854


g/4

0.0060

22011


und

0.0060

143 ================ 68,349.75

2,819.00

5,919.90

2,152.00

2,152.00

5

58,643.00

369.45

5

28,275.00

178.13

5

22607

union 1 pulg presion pavco

und

2.0000

622.00

1,244.00

24638

tub.galv.1 pulg 6m pes.c/r.s/

m

0.5000

9,035.00

4,517.50

60038

ayudante entendido

h

0.3000

4,455.00

1,336.50

60062

oficial de plomeria

h

0.3000

6,410.00

1,923.00


5 % ==>


Ramal dist.orin-lavm-ducha 1/2

ml

20908

tub.presion 6m 1/2 pulg rde 9

m

2.0000

21854


g/4

0.0060

22011


und

0.0060

24510

buje sold. 1.1/2x1/2 pulg pre

und

24636

tub.galv.1/2 pulg 6m pes.c/r.

24715

162 ================ 17,803.45

2,206.00

4,412.00

5

58,643.00

369.45

5

28,275.00

178.13

2.0000

2,152.00

4,304.00

m

0.5000

4,494.00

2,247.00

union recta 1/2 pulg galv.

und

2.0000

950.00

1,900.00

60038

ayudante entendido

h

0.3000

4,455.00

1,336.50

60062

oficial de plomeria

h

0.3000

6,410.00

1,923.00


5 % ==>


Tub. pvc-v 2"(a.ll.-vent.)

ml

21624


m

1.0000

21645


und

0.2000

21854


g/4

0.0010

22011


und

0.0010

22046


und

60038

ayudante entendido

60062

oficial de plomeria

4,759.00

4,996.95

1,937.00

387.40

5

58,643.00

61.57

5

28,275.00

29.68

0.2000

1,562.00

312.40

h

0.0900

4,455.00

400.95

h

0.3000

6,410.00

1,923.00

5


5 % ==>



162 ================ 16,833.05

ml



116 ================ 8,228.16


800214750

Página :74 Hora : 08:51:40


Nombre

Und


Precio 6,294.00

6,608.70

4,486.00

897.20

Subtotal

21628


m

1.0000

21652


und

0.2000

21854


g/4

0.0020

5

58,643.00

123.15

22011


und

0.0020

5

28,275.00

59.37

22052


und

0.2000

2,254.00

450.80

60038

ayudante entendido

h

0.1350

4,455.00

601.42

60062

oficial de plomeria

h

0.3000

6,410.00

1,923.00

5


5 % ==>



ml

21636


m

1.0000

5

126 ================ 10,789.87

10,855.00

11,397.75

21654


und

0.2500

7,731.00

1,932.75

21792


und

0.2500

10,237.00

2,559.25

21854


g/4

0.0030

5

58,643.00

184.72

22011


und

0.0030

5

28,275.00

89.06

22055


und

0.2000

4,504.00

900.80

60038

ayudante entendido

h

0.1750

4,455.00

779.62

60062

oficial de plomeria

h

0.3000

6,410.00

1,923.00


5 % ==>


Tub. pvc-p 1/2" (a.fria)

ml

20908


m

1.0000

21034

tee 1/2 pulg tub.presion pavc

und

21091

codo 90ø 1/2 pulg presion pav

21161

135 ================ 19,902.09

2,206.00

2,316.30

1.0000

498.00

498.00

und

1.0000

376.00

376.00

union 1/2 pulg presion pavco

und

1.0000

241.00

241.00

21217

adapt.hembra 1/2 pulg presion

und

1.0000

292.00

292.00

21854


g/4

0.0010

5

58,643.00

61.57

22011


und

0.0010

5

28,275.00

29.68

60038

ayudante entendido

h

0.0600

4,455.00

267.30

60062

oficial de plomeria

h

0.0600

6,410.00

384.60

5


5 % ==>


32 ================ 4,499.05

Tub. pvc-p 3/4" (a.fria)

ml

20206

union 3/4 pulg presion pavco

und

1.0000

382.00

382.00

20928


m

1.0000

1,950.00

1,950.00

21036

tee 3/4 pulg tub.presion pavc

und

1.0000

839.00

839.00

21097

codo 90ø 3/4 pulg presion pav

und

1.0000

602.00

602.00

21221

adapt. hembra 3/4 pulg presio

und

1.0000

528.00

528.00

21854


g/4

0.0020

5

58,643.00

123.15

22011


und

0.0020

5

28,275.00

59.37

60038

ayudante entendido

h

0.0800

4,455.00

356.40




800214750

Página :75 Hora : 08:51:40


Nombre

60062

oficial de plomeria

Und h


Precio

0.0800

6,410.00


5 % ==>


Tub. pvc-p 1" (a.fria)

ml

20933


m

1.0000

21044

tee 1 pulg tub.presion pavco

und

21099

codo 90ø 1 pulg presion pavco

21854

Subtotal 512.80

43 ================ 5,396.18

2,819.00

2,959.95

1.0000

1,639.00

1,639.00

und

1.0000

1,178.00

1,178.00


g/4

0.0020

5

58,643.00

123.15

22011


und

0.0020

5

28,275.00

59.37

22607


und

0.7500

622.00

466.50

22615

adapt.hembra 1 pulg presion p

und

0.5000

1,177.00

588.50

60038

ayudante entendido

h

0.1000

4,455.00

445.50

6,410.00

641.00

60062

oficial de plomeria

h

5

0.1000


5 % ==>


Tub. pvc-p 1 1/4"(a.fria)

ml

union 1." pulg presion pavco

und

0.5000

20941

tub.presion 6m 1." pulg rde 2

m

1.0000

21048

tee 1.1/4 pulg tub.presion pa

und

1.0000

21104

codo 90ø 1.1/4pulg presion p

und

1.0000

21203

adapt. hembra 1." pulg presio

und

0.5000

21854


g/4

0.0020

22011


und

0.0020

60038

ayudante entendido

h

60062

oficial de plomeria

h

622.00

311.00

2,819.00

2,959.95

4,234.00

4,234.00

2,264.00

2,377.20

1,177.00

588.50

5

58,643.00

123.15

5

28,275.00

59.37

0.1200

4,455.00

534.60

0.1200

6,410.00

769.20

5 5


5 % ==>


Tub. pvc-p 1.1/2"(a.fria)

ml

20229

union 1.1/2 pulg presion pavc

und

0.3300

20943

tub.presion 6m 1.1/2 pulg rde

m

1.0000

21052


und

1.0000

5

1,554.00

512.82

6,631.00

6,962.55 5,560.00

4,227.00

4,227.00

5

58,643.00

184.72

5

28,275.00

89.06

0.1400

4,455.00

623.70

0.1400

6,410.00

897.40

codo 90ø 1.1/2 pulg presion p

und

1.0000

21854


g/4

0.0030

22011


und

0.0030

60038

ayudante entendido

h

60062

oficial de plomeria

h


5 % ==>



ml


und


65 ================ 12,022.16

5,560.00

21110

112060

54 ================ 8,155.30


76 ================ 19,133.31

3,757.00

3,757.00


800214750

Página :76 Hora : 08:51:41


Nombre

Und


20951


m

1.0000

21057


und

21117


21854

Precio

Subtotal

10,168.00

10,676.40

1.0000

8,852.00

8,852.00

und

1.0000

6,927.00

6,927.00


g/4

0.0030

5

58,643.00

184.72

22011


und

0.0030

5

28,275.00

89.06

22609


und

0.2500

2,549.00

637.25

60038

ayudante entendido

h

0.1600

4,455.00

712.80

6,410.00

1,025.60

60062

oficial de plomeria

h

5

0.1600


5 % ==>


Tub. pvc-p 2.1/2"(a.fria)

ml

86 ================ 32,948.76

11011


und

1.0000

3,757.00

3,757.00

20627


und

0.2500

10,084.00

2,521.00

20955


m

1.0000

16,478.00

17,301.90

21070


und

1.0000

20,997.00

20,997.00

21119


und

1.0000

19,953.00

19,953.00

21854


g/4

0.0030

5

58,643.00

184.72

22011


und

0.0030

5

28,275.00

89.06

60038

ayudante entendido

h

0.1800

4,455.00

801.90

60062

oficial de plomeria

h

0.1800

6,410.00

1,153.80

5


5 % ==>


97 ================ 66,857.17


ml

11011


und

1.0000

3,757.00

3,757.00

20483


und

0.2000

12,492.00

2,498.40

20959


m

1.0000

22,001.00

23,101.05

21124


und

0.2500

23,262.00

5,815.50

21171

tee 3 pulg tub. presion pavco

und

0.2500

30,091.00

7,522.75

21854


g/4

0.0030

5

58,643.00

184.72

22011


und

0.0030

5

28,275.00

89.06

60038

ayudante entendido

h

0.2000

4,455.00

891.00

60062

oficial de plomeria

h

0.2000

6,410.00

1,282.00

5


5 % ==>


108 ================ 45,250.14


ml

11011


und

1.0000

3,757.00

3,757.00

20698


und

0.2000

27,136.00

5,427.20

20963


m

1.0000

37,526.00

39,402.30

21128


und

0.2500

50,016.00

12,504.00

21182


und

0.2500

65,077.00

16,269.25

21854


g/4

0.0060

58,643.00

369.45


5

5



800214750

Página :77 Hora : 08:51:41


Nombre

Und


22011


und

0.0060

60038

ayudante entendido

h

60062

oficial de plomeria

h

Precio 28,275.00

178.13

0.2200

4,455.00

980.10

0.2200

6,410.00

1,410.20

5


5 % ==>


Subtotal

119 ================ 80,417.14

Inst.codos y semicodos-s 4"

und

20708

codo45ø 1/8cxe 4pulg sanitar

und

0.5000

8,696.00

4,348.00

21654


und

0.5000

7,731.00

3,865.50

21854


g/4

0.0010

5

58,643.00

61.57

22011


und

0.0010

5

28,275.00

29.68

60062

oficial de plomeria

h

0.1000

6,410.00

641.00


5 % ==>


Codo y union sanitaria 2"

und

21645


und

0.5000

21854


g/4

0.0010

22011


und

0.0010

32 ================ 8,977.81

1,937.00

968.50

5

58,643.00

61.57

5

28,275.00

29.68

22046


und

0.5000

1,562.00

781.00

60062

oficial de plomeria

h

0.1000

6,410.00

641.00


5 % ==>


Reduccion sanitaria 4*2

und

20705

yee sanit.4x2 reducidas pvc pa

und

1.0000

21854


g/4

0.0010

22011


und

0.0010

60062

oficial de plomeria

h

0.1000

13,507.00

13,507.00

5

58,643.00

61.57

5

28,275.00

29.68

6,410.00

641.00


5 % ==>


32 ================ 2,513.81

32 ================ 14,271.31

Union sanitaria 4"

und

21854


g/4

0.0010

5

58,643.00

61.57

22011


und

0.0010

5

28,275.00

29.68

22055


und

1.0000

4,504.00

4,504.00

60062

oficial de plomeria

h

0.1000

6,410.00

641.00


5 % ==>


Yee sanitaria 4"

und

21854


g/4

0.0010

21906

yees sanitarias 4 pulg pavco

und

1.0000

22011


und

0.0010


5 5

32 ================ 5,268.31

58,643.00

61.57

14,986.00

14,986.00

28,275.00

29.68



800214750

Página :78 Hora : 08:51:41


Nombre

60062

oficial de plomeria

Und h


Precio

0.1000

6,410.00


5 % ==>


Subtotal 641.00

32 ================ 15,750.31

Sifon sanitario 2"

und

21854


g/4

0.0010

5

58,643.00

61.57

22011


und

0.0010

5

28,275.00

29.68

22027

sifon c/tapon 2 pulg sanitar

und

1.0000

4,785.00

4,785.00

60062

oficial de plomeria

h

0.1000

6,410.00

641.00


5 % ==>


Yee sanitaria 2"

und

20705

yee sanit.4x2 reducidas pvc pa

und

1.0000

21854


g/4

0.0010

22011


und

0.0010

60062

oficial de plomeria

h

0.1000

13,507.00

13,507.00

5

58,643.00

61.57

5

28,275.00

29.68

6,410.00

641.00


5 % ==>


Tee sanitaria 2"

und

21780


und

1.0000

21854


g/4

0.0010

22011


und

0.0010

60062

oficial de plomeria

h

32 ================ 14,271.31

3,951.00

3,951.00

5

58,643.00

61.57

5

28,275.00

29.68

6,410.00

641.00

0.1000


5 % ==>


32 ================ 5,549.31

32 ================ 4,715.31

Tub. vc 1/2"(a.cal.)

ml

20358

union agua caliente 1/2 pulg

und

1.0000

607.00

607.00

21236

adapt. macho agua caliente 1/2

und

1.0000

914.00

914.00

21532

tub.ag.cal. 3m 1/2 pulg rde 1

m

1.0000

3,817.00

4,007.85

21545

codo 90ø agua caliente 1/2 pul

und

1.0000

838.00

838.00

21854


g/4

0.0050

3

58,643.00

302.01

22011


und

0.0050

3

28,275.00

145.61

60038

ayudante entendido

h

0.0600

4,455.00

267.30

60062

oficial de plomeria

h

0.0600

6,410.00

384.60

5


5 % ==>


32 ================ 7,498.97

Tub. vc 3/4"(a.cal.)

ml

20363


und

1.0000

898.00

898.00

21233

codo 90ø agua caliente 3/4 pul

und

1.0000

1,514.00

1,514.00

21240

adapt.macho ag.cal.3/4 pavco

und

1.0000

1,121.00

1,121.00




800214750

Página :79 Hora : 08:51:41


Nombre

Und


Precio

Subtotal

21536

tub.ag.cal. 3m 3/4 pulg rde 1

m

1.0000

5

6,272.00

6,585.60

21854


g/4

0.0020

3

58,643.00

120.80

22011


und

0.0020

3

28,275.00

58.24

60038

ayudante entendido

h

0.0800

4,455.00

356.40

60062

oficial de plomeria

h

0.0800

6,410.00

512.80


5 % ==>


43 ================ 11,210.31

Filtros tub.pvc perf.d=4"

ml

20005


m3

0.0400

5

35,100.00

1,474.20

22459

tub.pvc perf.(0.76) 4 pulg pa

m

1.0000

5

297,576.00

312,454.80

60032


h

1.0000

6,410.00

6,410.00


5 % ==>


Desagues aparatos pvc 2"-3"

und

21604


m

2.0000

21652


und

320 ================ 320,659.50

10,159.00

21,333.90

1.0000

4,486.00

4,486.00

4,982.00

4,982.00

58,643.00

483.21

8,691.00

8,691.00

28,275.00

232.98

5

21731

codo 45ø 1/8 cxe 3 pulg sani

und

1.0000

21854


g/4

0.0080

21903


und

1.0000

22011


und

0.0080

60032


h

0.0200

6,410.00

128.20

60038

ayudante entendido

h

0.0200

4,455.00

89.10

3 3


5 % ==>


Desagues aparatos pvc 4"

und

20708

codo45ø 1/8cxe 4pulg sanitar

und

1.0000

21608


m

1.5000

21654


und

1.0000

21854


g/4

0.0130

21906


und

1.0000

22011


und

0.1300

60038

ayudante entendido

h

60062

oficial de plomeria

h

5 3

8,696.00

8,696.00

15,272.00

24,053.40

7,731.00

7,731.00

58,643.00

785.22

14,986.00

14,986.00

28,275.00

3,786.02

0.3000

4,455.00

1,336.50

0.3000

6,410.00

1,923.00

3


5 % ==>


10 ================ 40,437.26

162 ================ 63,460.12

Tub. galv. 1/2"

ml

24636


m

1.0000

4,494.00

4,494.00

24715


und

1.0000

950.00

950.00

60038

ayudante entendido

h

0.0800

4,455.00

356.40

60062

oficial de plomeria

h

0.0800

6,410.00

512.80




800214750

Página :80 Hora : 08:51:41


Nombre

Und



Precio 5 % ==>


Subtotal 43 ================ 6,356.66

Tub. galv. 3/4"

ml

24637


m

1.0000

5,502.00

5,502.00

24716


und

1.0000

1,500.00

1,500.00

60038

ayudante entendido

h

0.0900

4,455.00

400.95

60062

oficial de plomeria

h

0.0900

6,410.00

576.90


5 % ==>


48 ================ 8,028.74

Tub. galv. 1"

ml

24638


m

1.0000

9,035.00

9,035.00

24717

union recta 1 pulg galv.

und

0.7500

2,300.00

1,725.00

60038

ayudante entendido

h

0.1000

4,455.00

445.50

60062

oficial de plomeria

h

0.1000

6,410.00

641.00


5 % ==>


54 ================ 11,900.82

Tub. galv. 1.1/4"

ml

24639

tub.galv.1.1/4 pulg 6m pes.c/

m

1.0000

11,967.00

11,967.00

24718

union recta 1.1/4 pulg galv.

und

0.5000

6,325.00

3,162.50

60038

ayudante entendido

h

0.1200

4,455.00

534.60

60062

oficial de plomeria

h

0.1200

6,410.00

769.20


5 % ==>


65 ================ 16,498.49

Tub. galv. 1.1/2"

ml

24640


m

1.0000

14,683.00

14,683.00

24719


und

0.3300

7,451.00

2,458.83

60038

ayudante entendido

h

0.1400

4,455.00

623.70

60062

oficial de plomeria

h

0.1400

6,410.00

897.40


5 % ==>


76 ================ 18,738.98

Tub. galv. 2"

ml

24641


m

1.0000

20,234.00

20,234.00

24720


und

0.2500

14,391.00

3,597.75

60038

ayudante entendido

h

0.1600

4,455.00

712.80

60062

oficial de plomeria

h

0.1600

6,410.00

1,025.60


5 % ==>


Tub. galv. 2.1/2"

ml


m


1.0000

86 ================ 25,657.07

27,078.00


27,078.00


800214750

Página :81 Hora : 08:51:41


Nombre

Und


Precio

Subtotal

24721


und

0.2500

20,566.00

5,141.50

60038

ayudante entendido

h

0.1800

4,455.00

801.90

60062

oficial de plomeria

h

0.1800

6,410.00

1,153.80


5 % ==>


97 ================ 34,272.98

Tub. galv. 3"

ml

24643


m

1.0000

33,230.00

33,230.00

24722


und

0.2000

45,861.00

9,172.20

60038

ayudante entendido

h

0.2000

4,455.00

891.00

60062

oficial de plomeria

h

0.2000

6,410.00

1,282.00


5 % ==>


108 ================ 44,683.85

Salida en h.g. de 1 llave

ml

24636


m

2.0000

4,494.00

8,988.00

60038

ayudante entendido

h

0.9500

4,455.00

4,232.25

60062

oficial de plomeria

h

0.6900

6,410.00

4,422.90


5 % ==>


Salida en h.g. de 2 llaves

ml

24636


m

4.0000

60038

ayudante entendido

h

1.1100

60062

oficial de plomeria

h

5

4,494.00

0.8000


Tuberia cu flex. tipo k 1/2"

m

20757

tub.flexible cu 1/2 pulg tipo

m

60038

ayudante entendido

h

60062

oficial de plomeria

h

18,874.80

4,455.00

4,945.05

6,410.00

5,128.00

5 % ==>


432 ================ 18,075.90

503 ================ 29,451.50

9,362.00

9,830.10

0.2700

4,455.00

1,202.85

0.2700

6,410.00

1,730.70

1.0000

5


5 % ==>


146 ================ 12,910.32

116004

Tuberia flex. cu tipo k 3/4"

m

20758

tub.flexible cu 3/4 pulg tipo

m

1.0000

24,591.00

24,591.00

60038

ayudante entendido

h

0.3200

4,455.00

1,425.60

60062

oficial de plomeria

h

0.3200

6,410.00

2,051.20


5 % ==>


Red de cu de 1/2"

m

20736

tub.cu rigida 6.10m 1/2 pulg t

m

1.0000

20824

codo cu 45ø 1/2 pulg (106)

und

0.5000


5

173 ================ 28,241.64

12,250.00

12,862.50

1,597.00

798.50



800214750

Página :82 Hora : 08:51:41


Nombre

Und


Precio

Subtotal

20900

soldadura cu 40/60 1/2 lb

und

0.0100

13,122.00

131.22

60062

oficial de plomeria

h

0.2000

6,410.00

1,282.00


5 % ==>


Red de cu 3/4"

m

20737

tub.cu rigida 6.10m 3/4 pulg t

m

1.0000

20825

codo cu 45ø 3/4 pulg (106)

und

20900

soldadura cu 40/60 1/2 lb

60062

oficial de plomeria

18,450.00

19,372.50

0.5000

3,283.00

1,641.50

und

0.0100

13,122.00

131.22

h

0.2000

6,410.00

1,282.00

5


5 % ==>


Coloc.rejilla piso bronce 3´"

und

20468


kg

0.1200

24449

rejilla tap.insp.br.ti-6.3/4 p

und

60035


60038

ayudante entendido

64 ================ 22,491.32

3,000.00

378.00

1.0000

42,038.00

42,038.00

h

0.4000

5,385.00

2,154.00

h

0.4000

4,455.00

1,782.00

5


5 % ==>


64 ================ 15,138.32

Rejilla bronce en 4"

und

20468


kg

0.1200

5

196 ================ 46,548.80

3,000.00

378.00

24335

rejilla concentr.al.tc-4 pulg

und

60035


h

0.5000

5,385.00

2,692.50

60038

ayudante entendido

h

0.5000

4,455.00

2,227.50

8,050.00


5 % ==>


Rejilla bronce en 3"

und

20468


kg

0.1200

24397

rejilla concentr.br.tc-3 pulg

und

60035


60038

ayudante entendido

3,000.00

378.00

1.0000

4,269.00

4,269.00

h

0.5000

5,385.00

2,692.50

h

0.5000

4,455.00

2,227.50

5


5 % ==>


246 ================ 5,544.00

Rejilla cobre en 3"*2"

und

20468


kg

0.1200

24255

rejilla anticuc.al.ta-3 pulg x

und

60035


60038

ayudante entendido

246 ================ 9,813.00

3,000.00

378.00

1.0000

4,652.00

4,652.00

h

0.5000

5,385.00

2,692.50

h

0.5000

4,455.00

2,227.50

5


5 % ==>



246 ================ 10,196.00


800214750

Página :83 Hora : 08:51:41


Nombre

Und


Precio

Subtotal

Sifones piso y duchas

und

20171

sifon 3 pulg sanitaria pavco

und

1.0000

6,466.00

6,466.00

21604


m

2.0000

10,159.00

20,318.00

21652


und

1.0000

4,486.00

4,486.00

21854


g/4

0.0060

3

58,643.00

362.41

22011


und

0.0060

3

28,275.00

174.73

60038

ayudante entendido

h

0.2500

4,455.00

1,113.75

60062

oficial de plomeria

h

0.2500

6,410.00

1,602.50


5 % ==>


135 ================ 34,659.21

Sifones terrazas

und

20171

sifon 3 pulg sanitaria pavco

und

1.0000

6,466.00

6,466.00

21604


m

2.0000

10,159.00

20,318.00

21652


und

1.0000

4,486.00

4,486.00

21854


g/4

0.0060

3

58,643.00

362.41

22011


und

0.0060

3

28,275.00

174.73

24397

rejilla concentr.br.tc-3 pulg

und

1.0000

4,269.00

4,269.00

60038

ayudante entendido

h

0.2500

4,455.00

1,113.75

60062

oficial de plomeria

h

0.2500

6,410.00

1,602.50


5 % ==>


135 ================ 38,928.21

Salida para calentadores

und

24637


m

4.0000

5,502.00

22,008.00

60038

ayudante entendido

h

2.0000

4,455.00

8,910.00

60062

oficial de plomeria

h

2.0000

6,410.00

12,820.00


5 % ==>


1,086 ================ 44,824.50

Montaje de ap.sanitarios

und

20229


und

2.0000

1,554.00

3,108.00

20943


m

0.5000

6,631.00

3,315.50

21110


und

2.0000

4,227.00

8,454.00

60038

ayudante entendido

h

1.4000

4,455.00

6,237.00

60062

oficial de plomeria

h

1.4000

6,410.00

8,974.00


5 % ==>


760 ================ 30,849.05

Montaje de lavaplatos

und

20358


und

2.0000

607.00

1,214.00

20943


m

0.5000

6,631.00

3,315.50

21645


und

2.0000

1,937.00

3,874.00

4,455.00

6,237.00

60038

ayudante entendido

h




800214750

Página :84 Hora : 08:51:41


Nombre

60062

oficial de plomeria

Und h


Precio

1.4000

6,410.00


5 % ==>


Subtotal 8,974.00

760 ================ 24,375.05

Montaje de duchas

und

20358


und

2.0000

607.00

1,214.00

60038

ayudante entendido

h

1.0000

4,455.00

4,455.00

60062

oficial de plomeria

h

1.0000

6,410.00

6,410.00


5 % ==>


543 ================ 12,622.25

Calentador de 20 gal.(inst)

und

15294

calentador 20 galones haceb el

und

1.0000

551,000.00

551,000.00

24716


und

2.0000

1,500.00

3,000.00

62073

m. de o. inst. calent. elect.

und

1.0000

21,596.00

21,596.00


5 % ==>


1,079 ================ 576,675.80

119070

Tanque de agua 1m3 (inst)

und

24638


m

2.0000

9,035.00

18,070.00

24717


und

2.0000

2,300.00

4,600.00

26970

tanq.k-1000 lt eternit

und

1.0000

379,300.00

379,300.00

26972

tapa tanque k-1000 lt eternit

und

1.0000

82,026.00

82,026.00

60038

ayudante entendido

h

2.5000

4,455.00

11,137.50

6,410.00

16,025.00

60062

oficial de plomeria

h

2.5000


5 % ==>


1,358 ================ 512,516.62

Caja sumidero patio

und

20092


m3

0.0130

8

253,924.00

3,565.09

20105

mortero 1:5 en obra

m3

0.0040

10

187,449.00

824.77

20240

bloque 10x20x40

und

4.0000

5

1,269.00

5,329.80

24485

rejilla en h.f sb 30x30cm

und

1.0000

239,064.00

239,064.00

60034


h

1.5000

5,998.00

8,997.00

60038

ayudante entendido

h

2.5000

4,455.00

11,137.50


5 % ==>


1,006 ================ 269,924.89

Salida energia(apto,casa-t.med

sal

21854


g/4

0.1250

58,643.00

7,330.37

23159

caja emp.galv.rect.4 pulg x4 p

und

1.0000

1,531.00

1,531.00

23175

tapa galv. 4x4 pulg

und

1.0000

710.00

710.00

27087

alamb.cu aisl. pvc thwn90 12

m

8.0000

1,160.00

9,280.00

27451

tomacor.dobl.luminex lx303c

und

1.0000

5,950.00

5,950.00




800214750

Página :85 Hora : 08:51:41


Nombre

Und


Precio

Subtotal

28396

tub.elect.pvc 1/2 pulg pavco

m

3.0000

1,384.00

4,152.00

28467

adapt.term.pvc 1/2' pulg pavc

und

2.0000

248.00

496.00

62133

salida toma 110

sal

1.0000

10,468.00

10,468.00


5 % ==>


523 ================ 40,440.77

Salida estufa

sal

21854


g/4

0.1250

58,643.00

7,330.37

24623

caja emp.galv.tercol 15x15x10

und

1.0000

8,464.00

8,464.00

27088


m

7.0000

3

1,887.00

13,605.27

27089


m

14.0000

3

3,000.00

43,260.00

27462

interrup.senc+tomacor.sp.lum.

und

1.0000

7,500.00

7,500.00

28400


m

6.0000

1,812.00

10,872.00

28469

adapt.term.pvc 3/4 pulg pavco

und

2.0000

329.00

658.00

62134

salida toma 220

sal

1.0000

10,468.00

10,468.00


5 % ==>


Salida tel.

sal

21854


g/4

0.0310

23159

caja emp.galv.rect.4 pulg x4 p

und

23175

tapa galv. 4x4 pulg

27105

523 ================ 102,681.04

58,643.00

1,872.47

1.0000

1,531.00

1,531.00

und

1.0000

710.00

710.00

alamb.cu timbre-telef.jwp att

m

7.0000

391.00

2,819.11

27528

toma telef.luminex lx 050c

und

1.0000

8,000.00

8,000.00

28417

tub.elect.pvc 2 pulg pavco

m

6.0000

7,609.00

45,654.00

28467

adapt.term.pvc 1/2' pulg pavc

und

2.0000

248.00

496.00

62133

salida toma 110

sal

1.0000

10,468.00

10,468.00

3

3


5 % ==>


523 ================ 72,073.98

Acomet.energ.(apto,casa.viv.me

ml

27089


m

1.0000

3

3,000.00

3,090.00

27130

cabl.cu aisl.plast.thwn90 awg

m

2.0000

3

5,421.00

11,167.26

28404


m

1.0000

2,511.00

2,511.00

62141

acometida exterior electrica

ml

1.0000

989.00

989.00


5 % ==>


Acomet.energ.(apto,casa-viv.po

ml


m

1,887.00

1,943.61

3,000.00

6,180.00

1.0000

1,812.00

1,812.00

1.0000

989.00

989.00

1.0000

27089


m

2.0000

28400


m

62141


ml


49 ================ 17,806.71

3 3



800214750

Página :86 Hora : 08:51:41


Nombre

Und



Precio 5 % ==>


Acomet.energ(apto,viv.med.alta

ml

27131

cabl.cu aisl.plast.thwn90 awg

m

3.0000

28408

tub.elect.pvc 1.1/4" pulg pavc

m

62141


ml

25,826.22

1.0000

3,882.00

3,882.00

1.0000

989.00

989.00

5 % ==>

Valor Total del Item ==> Acometida telefono. 1 par

ml

27105

alamb.cu timbre-telef.jwp att

m

1.0000

28417


m

62136

acometida interior telefono

ml

49 ================ 30,746.67

391.00

402.73

1.0000

7,609.00

7,609.00

1.0000

1,653.00

1,653.00

3


5 % ==>


49 ================ 10,974.06

8,358.00

3


122016

Subtotal

82 ================ 9,747.38

Acometida citofono

ml

28417


m

1.0000

7,609.00

7,609.00

62138

acometida interior citofono

ml

1.0000

1,265.00

1,265.00


5 % ==>


63 ================ 8,937.25

Acometida television

ml

28400


m

1.0000

1,812.00

1,812.00

62137

acometida interior tv

ml

1.0000

1,653.00

1,653.00


5 % ==>


82 ================ 3,547.65

Lavam.sob.-sanit.color econom.

und

11445

sanitario acuacer color

und

1.0000

139,460.00

139,460.00

11524

lavamanos.acuacer color (c)

und

1.0000

38,600.00

38,600.00

20056


sac

0.0300

36,352.00

1,177.80

24590

valv.regulacion 1/2 pulg metal

und

1.0000

18,500.00

18,500.00

29808

Silicona liquida antihongos 50

g

1.0000

5,000.00

5,000.00

8

60034


h

2.0000

5,998.00

11,996.00

60038

ayudante entendido

h

1.8000

4,455.00

8,019.00


5 % ==>


1,000 ================ 223,753.55

Sanit.blanco semiec.incl.grif

und

11450

sanitario avanti blanco

und

1.0000

175,924.00

175,924.00

20056


sac

0.0300

36,352.00

1,090.56

24590


und

1.0000

18,500.00

18,500.00

60034


h

3.0000

5,998.00

17,994.00




800214750

Página :87 Hora : 08:51:41


Und

Nombre



Precio 5 % ==>


Subtotal 899 ================ 214,408.26

Lavam. colgar blanco economico

und

11528

lavamanos acuacer blanco (c)

und

1.0000

36,300.00

36,300.00

24590


und

1.0000

18,500.00

18,500.00

29808


g

0.3000

5,000.00

1,500.00

60034


h

3.0000

5,998.00

17,994.00


5 % ==>


899 ================ 75,193.70

Lavam.pedestal color semiecon.

und

14529

lavamanos pedestal color

und

1.0000

85,407.00

85,407.00

20056


sac

0.0300

36,352.00

1,090.56

24590


und

1.0000

18,500.00

19,980.00

29808


g

0.3000

5,000.00

1,500.00

60034


h

3.0000

5,998.00

17,994.00

8


5 % ==>


899 ================ 126,871.26

Incrust. porcelana color

jg

11570

juego rios alegro plus

und

1.0000

32,548.00

32,548.00

29808


g

0.3000

5,000.00

1,500.00

60034


h

1.3000

5,998.00

7,797.40


5 % ==>


Sanitario color economico

und

11445

sanitario acuacer color

und

1.0000

20056


sac

0.0300

24590


und

60034


h

139,460.00

139,460.00

36,352.00

1,177.80

1.0000

18,500.00

18,500.00

3.0000

5,998.00

17,994.00

8


5 % ==>


389 ================ 42,235.27

899 ================ 178,031.50

Lavamanos sob. color economico

und

11524

lavamanos.acuacer color (c)

und

1.0000

38,600.00

38,600.00

24590


und

1.0000

18,500.00

18,500.00

29808


g

1.0000

5,000.00

5,000.00

60034


h

3.0000

5,998.00

17,994.00


5 % ==>


Orinal blanco

und

orinal mediano santa fe grif.

und


1.0000

899 ================ 80,993.70

469,900.00


469,900.00


800214750

Página :88 Hora : 08:51:41


Nombre

Und


20056


sac

0.0300

25650

griferia orinal antivandalico

und

60034


h

Precio 36,352.00

1,177.80

1.0000

113,900.00

113,900.00

3.0000

5,998.00

17,994.00

8


5 % ==>


Sanitario color semieconomico

und

11437

sanitario acuacer blanco

und

1.0000

20056


sac

0.0300

24590


und

60034


h

899 ================ 603,871.50

129,400.00

129,400.00

36,352.00

1,177.80

1.0000

18,500.00

18,500.00

3.0000

5,998.00

17,994.00

8


5 % ==>


Subtotal

899 ================ 167,971.50

Instalacion ducha por.-grival

und

25441

ducha senc.galaxia grival

und

1.0000

39,900.00

39,900.00

60034


h

1.0000

5,998.00

5,998.00


5 % ==>


299 ================ 46,197.90

Lavam.colg-sanit.bco semiecon.

und

11450

sanitario avanti blanco

und

1.0000

175,924.00

175,924.00

14529


und

1.0000

85,407.00

85,407.00

20056


sac

0.0600

36,352.00

2,355.60

1.0000

18,500.00

18,500.00

g

0.3000

5,000.00

1,500.00


h

3.0000

5,998.00

17,994.00

ayudante entendido

h

1.8000

4,455.00

8,019.00

24590


und

29808


60034 60038

8


5 % ==>


Lavam.blanco colgar semieconom

und

14529


und

1.0000

20056


sac

0.0300

24590


und

29808


60034


85,407.00

85,407.00

36,352.00

1,177.80

1.0000

18,500.00

18,500.00

g

0.3000

5,000.00

1,500.00

h

3.0000

5,998.00

17,994.00

8


5 % ==>


1,300 ================ 311,000.25

Bidet semieconomico color

und

13597

bidet prestigio color

und

1.0000

20056


sac

0.0300

24590


und

1.0000


8

899 ================ 125,478.50

559,900.00

559,900.00

36,352.00

1,177.80

18,500.00

18,500.00



800214750

Página :89 Hora : 08:51:41


Nombre oficial de 1a obra blanca

Und h


Precio

3.0000

5,998.00


5 % ==>


Fluxometro

und

11457

sanitario fluxometro instituc

und

1.0000

20056


sac

0.0300

25374

fluxometro orinal grival

und

61752

m.de o.inst.fluxometro

und

36,352.00

1,177.80

1.0000

480,000.00

480,000.00

1.0000

17,291.00

17,291.00

Coloc.incrust.porcelana semiec

jg

11564

juego rios elite

und

1.0000

20468


kg

0.5000

60034


h

1.3000

8

5 % ==>

68,184.00

3,000.00

1,620.00

5,998.00

7,797.40

5 % ==>

Valor Total del Item ==> Banera fibra de v.-est.italian

und

15310

ba¤era sa 1.6x0.9x0.43 f

und

1.0000

20056


sac

0.2500

25480

desague automatico para ba¤era

und

60617

m.de o.inst.ba¤era

und

833,900.00

36,352.00

9,815.04

1.0000

110,322.00

110,322.00

1.0000

99,267.00

99,267.00

8

5 % ==>


Banera fibra de v.-est.fidenza

und

15305

ba¤era fidenza 1.5x0.75x0.40 f

und

1.0000

20056


sac

0.2500


und

m.de o.inst.ba¤era

und

9,815.04

1.0000

110,322.00

110,322.00

1.0000

99,267.00

99,267.00

Banera fibra de v.-est.espanol

und

15308

ba¤era espa¤ola 1.52x0.75x0.40

und

1.0000

20056


sac

0.2500

25480


und

60617

m.de o.inst.ba¤era

und

5 % ==>

698,413.00

36,352.00

9,815.04

1.0000

110,322.00

110,322.00

1.0000

99,267.00

99,267.00

8

5 % ==>


ml


kg


4,963 ================ 996,147.39

698,413.00


Mesones de granito (55*10)

771,780.00

36,352.00

8


134010

4,963 ================ 1,058,267.39

771,780.00


132016

389 ================ 77,991.27

833,900.00


60617

864 ================ 1,061,933.35

68,184.00 8


25480

899 ================ 598,471.50

562,600.00


132012

17,994.00

562,600.00


131050

Subtotal

4.2000

3


4,963 ================ 922,780.39

2,295.00

9,928.17


800214750

Página :90 Hora : 08:51:41


Und

Nombre


Precio

Subtotal

20021


kg

8.0000

10

700.00

6,160.00

20088


m3

0.0700

10

280,024.00

21,561.84

20103

mortero 1:3 en obra

m3

0.0550

8

260,636.00

15,481.77

20468


kg

10.0000

8

3,000.00

32,400.00

23874


m

0.7000

3

7,500.00

5,407.50

60034


h

4.0000

5,998.00

23,992.00

60035


h

2.0000

5,385.00

10,770.00

4,455.00

26,730.00

60038

ayudante entendido

h

6.0000


5 % ==>


Mesones ceramicos (55*10)

ml


kg

3,074 ================ 155,505.89

2,295.00

9,639.00

5

8,001.00

1,260.15

0.0700

8

280,024.00

21,169.81

m3

0.0550

10

260,636.00

15,768.47


kg

2.2100

10

3,000.00

7,293.00

20753

az. macedon.pared c.25600 25x2

m2

0.8500

5

28,000.00

24,990.00

23874


m

0.7000

7,500.00

5,250.00

60034


h

3.0000

5,998.00

17,994.00

60035


h

3.0000

5,385.00

16,155.00

60038

ayudante entendido

h

5.0000

4,455.00

22,275.00

4.2000

20028


kg

0.1500

20088


m3

20103

mortero 1:3 en obra

20468


5 % ==>


2,821 ================ 144,615.64

Mesones de marmol-lavamanos

ml

10028


kg

1.7500

3

2,295.00

4,136.73

20088


m3

0.0700

8

280,024.00

21,169.81

20103

mortero 1:3 en obra

m3

0.0200

8

260,636.00

5,629.73

20468


kg

0.2150

10

3,000.00

709.50

20732

marm. gris payande 30x15x2 alf

m2

0.6000

5

133,530.00

84,123.90

23874


m

0.7000

7,500.00

5,250.00

60034


h

3.0000

5,998.00

17,994.00

60035


h

4.0000

5,385.00

21,540.00

60038

ayudante entendido

h

5.0000

4,455.00

22,275.00


5 % ==>


Division bano acrilico

m2

div.ba¤o acrilico liso tabaco

m2

1.0000


174,001.00

Pta lam.triplex uso int 60-80

und


174,001.00

5 % ==>


3,090 ================ 185,919.13


================ 174,001.00


800214750

Página :91 Hora : 08:51:42


Nombre

Und


Precio

Subtotal

15122

ala int.social 0.75-1.00mt piz

und

1.0000

72,200.00

72,200.00

15418

bisag.nudo 3.1/2x3.1/2 cob.239

und

3.0000

3,000.00

9,000.00

62019

coloc.alas triplex

und

1.0000

9,984.00

9,984.00


5 % ==>


499 ================ 91,683.20

Pta tablex recub.uso int.60-70

und

15140

ala 0.60 x 2.05 mt triplex

und

1.0000

45,000.00

45,000.00

15418


und

3.0000

3,000.00

9,000.00

62019

coloc.alas triplex

und

1.0000

9,984.00

9,984.00


5 % ==>


499 ================ 64,483.20

Pta tablex recub.uso int.80-90

und

15146

ala 0.80 x 2.05 mt triplex

und

1.0000

50,000.00

50,000.00

15418


und

3.0000

3,000.00

9,000.00

62019

coloc.alas triplex

und

1.0000

9,984.00

9,984.00


5 % ==>


499 ================ 69,483.20

Pta triplex lujo uso int.60-80

und

15123

ala tripl.0.75-1.00mt pizano

und

1.0000

118,263.00

118,263.00

15418


und

3.0000

3,000.00

9,000.00

62019

coloc.alas triplex

und

1.0000

9,984.00

9,984.00


5 % ==>


499 ================ 137,746.20

141060

Marco en roble 1.0 *2.10 m

und

13310

marco pta roble 12 cm x 2.10

und

1.0000

174,000.00

174,000.00

60036

oficial de carpinteria

h

1.9000

5,001.00

9,501.90


5 % ==>


475 ================ 183,976.99

141062

Marco en roble 0.90 * 2.10 m

und

13308


und

1.0000

174,000.00

174,000.00

60036


h

1.9000

5,001.00

9,501.90


5 % ==>


475 ================ 183,976.99

Marco en roble 2.0*2.10 m

und

13311


und

1.0000

174,000.00

174,000.00

60036


h

3.8000

5,001.00

19,003.80


5 % ==>



950 ================ 193,953.99


800214750

Página :92 Hora : 08:51:42


Nombre

Und


Precio

Subtotal

Marco en cedro 0.90*2.10(vaiv

und

13329

marco pta cedro 15 cm x 2.10

und

1.0000

174,000.00

174,000.00

60036


h

1.9000

5,001.00

9,501.90


5 % ==>


475 ================ 183,976.99

Marco en tolua 0.80*2.05 m

und

13321

marco pta tolua 7x4x1.0 mt

und

1.0000

162,400.00

162,400.00

60036


h

1.9000

5,001.00

9,501.90


5 % ==>


475 ================ 172,376.99

Marco en teka 0.90 * 2.08 m

und

13324

marco puerta Teka 10 cm * 2.08

und

1.0000

200,000.00

200,000.00

60036


h

1.9000

5,001.00

9,501.90


5 % ==>


475 ================ 209,976.99


und

13325


und

1.0000

250,000.00

250,000.00

60036


h

1.9000

5,001.00

9,501.90


5 % ==>


475 ================ 259,976.99


und

13326


und

1.0000

350,000.00

350,000.00

60036


h

1.9000

5,001.00

9,501.90


5 % ==>


475 ================ 359,976.99

Mueble alto cocina-madecor

ml

14838

mueble sup.madecor liso

m

1.0000

370,000.00

370,000.00

60036


h

1.5000

5,001.00

7,501.50

60038

ayudante entendido

h

1.0000

4,455.00

4,455.00


5 % ==>


597 ================ 382,554.32

Mueble bajo cocina-madecor

ml

14845

mueble inf.madecor - roble

ML

1.0000

420,000.00

420,000.00

60036


h

1.5000

5,001.00

7,501.50

60038

ayudante entendido

h

1.0000

4,455.00

4,455.00


5 % ==>


Vent. corrediza aluminio

m2



597 ================ 432,554.32


800214750

Página :93 Hora : 08:51:42


Nombre

Und


Precio

Subtotal

15226

vent.al.corr.1.20x1.20

m2

1.0000

67,000.00

67,000.00

62028

coloc.ventana al.

m2

1.0000

10,302.00

10,302.00


5 % ==>


515 ================ 77,817.10

Vent.aluminio celosia

m2

15243

vent.al.celosia

m2

1.0000

85,001.00

85,001.00

62028

coloc.ventana al.

m2

1.0000

10,302.00

10,302.00


5 % ==>


515 ================ 95,818.10

Porton alum.anodizado-nat.

und

14269

porton al.nat.

und

1.0000

162,400.00

162,400.00

62015

coloc.porton al.

und

1.0000

17,680.00

17,680.00


5 % ==>


884 ================ 180,964.00

Pasam.escalera-tuberia

ml

15724

pasamanos metalico

m

1.0000

175,500.00

175,500.00

20103

mortero 1:3 en obra

m3

0.0100

260,636.00

2,606.36

60032


h

1.0000

6,410.00

6,410.00


5 % ==>


320 ================ 184,836.86

156012

Pasam.horizontal-tuberia

ml

15727

pasamanos aluminio crudo

m

1.0000

47,805.00

47,805.00

20103

mortero 1:3 en obra

m3

0.0100

260,636.00

2,606.36

60032


h

1.0000

6,410.00

6,410.00


5 % ==>


320 ================ 57,141.86

Marco lamina cal.20 m=10

und

13303

marco pta lam.muro-10 a:0.6-1m

und

1.0000

75,400.00

75,400.00

20106

mortero 1:6 en obra

m3

0.0300

167,263.00

5,017.89

61999

inst.marco puerta lamina

und

1.0000

12,272.00

12,272.00


5 % ==>


Marcos puerta lam.cal.20 m=15

und

13304

marco pta lam.muro-15 a:0.6-1

und

1.0000

20106

mortero 1:6 en obra

m3

0.0450

61999


und

81,200.00 5

1.0000


81,200.00

167,263.00

7,903.17

12,272.00

12,272.00

5 % ==>


613 ================ 93,303.49


613 ================ 101,988.77


800214750

Página :94 Hora : 08:51:42


Nombre

Und


Precio

Subtotal

Marco lamina cal.20 m=20

und

13305

marco pta lam.muro-20 a:0.6-1m

und

1.0000

106,720.00

106,720.00

20106

mortero 1:6 en obra

m3

0.0600

167,263.00

10,035.78

61999


und

1.0000

12,272.00

12,272.00


5 % ==>


613 ================ 129,641.38

Shute de basura

ml

15683

bocas de salida estandar

und

0.3300

65,000.00

21,450.00

15684

tapa terminal de ventilacion

und

0.3300

71,000.00

23,430.00

15685

aspersor de limpieza

und

0.0300

68,700.00

2,061.00

15687

tramo terminal lam.galv.

und

0.0700

120,000.00

8,400.00

15688

compuertas acero inoxid.

und

0.3300

160,000.00

52,800.00

15698

ducto 50 cm. estandar

m

1.0000

68,000.00

68,000.00


5 % ==>


================ 176,141.00

Horno 50 cm.(v.p.)

und

14976

horno 50 cm vid.pan. arezzo ha

und

1.0000

379,000.00

379,000.00

61778

m.de o.coloc.cubiertas

m2

1.0000

52,796.00

52,796.00


5 % ==>


2,639 ================ 434,435.80

Horno 60 cm.(v.p.)

und

14978

horno 60 cm vid.pan.luz int. h

und

1.0000

439,000.00

439,000.00

61778


m2

1.0000

52,796.00

52,796.00


5 % ==>


2,639 ================ 494,435.80

Campana extractora

und

14986

camp.extrac.olor 76cm inox ce-

und

1.0000

199,000.00

199,000.00

61778


m2

1.0000

52,796.00

52,796.00


5 % ==>


2,639 ================ 254,435.80

Cubierta acero inoxidable cal

ml

15382

meson acero inoxidable

m

1.0000

250,000.00

250,000.00

62186

m. de o inst. mes¢n y griferia

und

1.0000

52,000.00

52,000.00


5 % ==>


2,600 ================ 304,600.00

Cubierta quasar

ml

15554

meson 60x100 cocina quasar

und

1.0000

310,000.00

310,000.00

62187

m. de o. inst. mes¢n quasar

ml

1.0000

26,000.00

26,000.00




800214750

Página :95 Hora : 08:51:42


Nombre

Und



Precio 5 % ==>


Subtotal 1,300 ================ 337,300.00

Cub. mármol granito natural ve

ml

29805

Mes¢n Verde Ubatuba

ml

1.0000

270,000.00

270,000.00

62188

m. de o. inst. mes¢n granito

ml

1.0000

208,000.00

208,000.00


5 % ==>


10,400 ================ 488,400.00

Cub. mármol granito natural am

ml

29806

Mes¢n Amarillo Rubiano

ml

1.0000

240,000.00

240,000.00

62188


ml

1.0000

208,000.00

208,000.00


5 % ==>


10,400 ================ 458,400.00

Cub. mármol granito natural bl

ml

29807

Mes¢n Blanco Sardo

ml

1.0000

230,000.00

230,000.00

62188


ml

1.0000

208,000.00

208,000.00


5 % ==>


Lavad.pref.grano pulido (80)

und

15071

lavad.gran.pref.80x60 fdo blan

und

1.0000

20105

mortero 1:5 en obra

m3

0.0130

20148


und

12.0000

60035


h

60038

ayudante entendido

h

119,016.00

119,016.00

10

187,449.00

2,680.52

5

860.00

10,836.00

2.0000

5,385.00

10,770.00

3.0000

4,455.00

13,365.00


5 % ==>


Lavad.pref.grano pulido (60)

und

15070

lavad.gran.pref.55x60 fdo blan

und

1.0000

20105

mortero 1:5 en obra

m3

0.0120

20148


und

10.0000

60035


h

60038

ayudante entendido

h

1,206 ================ 157,874.27

80,156.00

80,156.00

10

187,449.00

2,474.32

5

860.00

9,030.00

1.5000 2.0000


5,385.00

8,077.50

4,455.00

8,910.00

5 % ==>


10,400 ================ 448,400.00

849 ================ 109,497.20

Cerradura ent.ppal sobreponer

und

16037

cerr.sobr.c-1000 schl

und

1.0000

82,070.00

82,070.00

61191

int.cerrad.sobreponer

und

1.0000

4,368.00

4,368.00


5 % ==>



218 ================ 86,656.40


800214750

Página :96 Hora : 08:51:42


Und

Nombre


Precio

Subtotal

Cerr. ent.ppal pomo mad.dorada

und

12668

cerr.mad.dor.253 duralock

und

1.0000

41,300.00

41,300.00

61188

inst.cerrad.

und

1.0000

13,728.00

13,728.00


5 % ==>


686 ================ 55,714.40

Cerradura baños pomo mad.dorad

und

12647

cerr.mad.dor.256 duralock

und

1.0000

29,000.00

29,000.00

61185

inst.cerrad.alc.paso. w.c

und

1.0000

6,053.00

6,053.00


5 % ==>


302 ================ 35,355.65

Cerradura alcoba pomo mad.dor

und

11732

cerr.mad.dor.bllw a50ws schl

und

1.0000

26,680.00

26,680.00

61185


und

1.0000

6,053.00

6,053.00


5 % ==>


302 ================ 33,035.65

Cerradur.alcoba pomo mad.alum.

und

11724

cerr.mad.al.bllw.a50pd schl

und

1.0000

44,660.00

44,660.00

61191

int.cerrad.sobreponer

und

1.0000

4,368.00

4,368.00


5 % ==>


218 ================ 49,246.40

Cerradura alcoba pomo de lujo

und

11854

cerr.al.pla.georgia a50ws schl

und

1.0000

32,828.00

32,828.00

61185


und

1.0000

6,053.00

6,053.00


5 % ==>


302 ================ 39,183.65

Cerradura closet pomo lujo

und

11857

cerr.al.pla.georgia.a71ws schl

und

1.0000

32,828.00

32,828.00

61185


und

1.0000

6,053.00

6,053.00


5 % ==>


Estuco en muros

m2

12132

estucor corona

kg

0.8000

60034


h

60038

ayudante entendido

71227


1,140.00

1,003.20

0.3000

5,998.00

1,799.40

h

0.3000

4,455.00

1,336.50

d¡a

0.0380

801.00

30.43

10


5 % ==>


Estuco en cielos

302 ================ 39,183.65

m2



156 ================ 4,326.33


800214750

Página :97 Hora : 08:51:42


Nombre

Und


Precio 1,140.00

1,048.80

Subtotal

12132

estucor corona

kg

0.8000

60034


h

0.3500

5,998.00

2,099.30

60038

ayudante entendido

h

0.3000

4,455.00

1,336.50

71227


d¡a

0.0440

801.00

35.24

15


5 % ==>


171 ================ 4,691.63

Estuco sobre bloque

m2

15939

yeso maravilla x 25

kg

0.8000

5

812.00

682.08

20050


sac

0.0030

5

22,600.00

71.19

20129

caolin polvo

kg

0.2500

5

1,102.00

289.27

60034


h

0.3500

5,998.00

2,099.30

60038

ayudante entendido

h

0.3000

4,455.00

1,336.50

71227


d¡a

0.1000

801.00

80.10

71247


d¡a

0.1200

285.00

34.20


5 % ==>


171 ================ 4,764.43

Estuco sobre revoque

m2

15939

yeso maravilla x 25

kg

0.8000

5

812.00

682.08

20050


sac

0.0020

5

22,600.00

47.46

20129

caolin polvo

kg

0.2500

5

1,102.00

289.27

60034


h

0.3000

5,998.00

1,799.40

60038

ayudante entendido

h

0.3000

4,455.00

1,336.50

71227


d¡a

0.1000

801.00

80.10

71247


d¡a

1.2000

285.00

342.00


5 % ==>


Vinilo tipo 3 en muros

m2

15428

pinturama pintuco (galon)

gal

0.0500

61800

m.o.vin.en m.(base+3manos)

m2

71227


d¡a

15,400.00

847.00

1.0000

3,310.00

3,310.00

0.2500

801.00

200.25

10


5 % ==>


156 ================ 4,733.61

Vinilo tipo i en muros

m2

15422

viniltex pintuco (gal)

gal

0.0330

60034


h

165 ================ 4,522.75

46,600.00

1,691.58

0.2500

5,998.00

1,499.50

10

60038

ayudante entendido

h

0.2500

4,455.00

1,113.75

71227


d¡a

0.1250

801.00

100.12

71247


d¡a

0.1200

285.00

34.20




800214750

Página :98 Hora : 08:51:42


Nombre

Und



Precio 5 % ==>


Cal muros y sotanos

m2

28520

cal

kg

1.6000

60035


h

71227


71247


873.60

0.4000

5,385.00

2,154.00

d¡a

0.0250

801.00

20.02

d¡a

0.0250

285.00

7.12

5 % ==>

Valor Total del Item ==> Cal en cielos

m2

28520

cal

kg

1.6000

60035


h

71227


71247


915.20

0.4500

5,385.00

2,423.25

d¡a

0.1500

801.00

120.15

d¡a

0.0100

285.00

2.85

5 % ==>


Ranuras y filetes-est.y vinilo

ml


h

0.4500

5 % ==>

Valor Total del Item ==> Esmalte bllte marco exterior

und

12355

esm.sintetico pintulux (gal)

gal

0.0600

60034


h

60035


h

2,423.25

121 ================ 2,544.41

54,799.00

3,550.97

3.0000

5,998.00

17,994.00

1.7000

5,385.00

9,154.50

8


5 % ==>


Esmalte bllante marco interior

und

12370

esm.domestico int.pintuco (gal

gal

0.0540

60034


h

60035


h

1,357 ================ 32,056.90

45,100.00

2,630.23

3.0000

5,998.00

17,994.00

1.5000

5,385.00

8,077.50

8


5 % ==>


Barniz tpte bllte ala mad.int.

und

12394

intemp.spar bllte pintuco (gal

gal

0.1600

60034


h

60035


h

1,303 ================ 30,005.30

49,700.00

8,588.16

2.0000

5,998.00

11,996.00

1.5000

5,385.00

8,077.50

8


5 % ==>


121 ================ 3,582.61

5,385.00


192010

107 ================ 3,162.45

520.00

10


190570

130 ================ 4,569.81

520.00

5


190560

Subtotal


1,003 ================ 29,665.33


800214750

Página :99 Hora : 08:51:42


Nombre

Und


192022

Esmalte bllante ala interior

und

12355


gal

0.1500

60034


h

60035


h

Precio

54,799.00

9,041.83

4.0000

5,998.00

23,992.00

2.5000

5,385.00

13,462.50

10


5 % ==>


Esmalte bllte ala interior

und

12370

esm.domestico int.pintuco (gal

gal

0.1400

60034


h

60035


h

6,819.12

4.0000

5,998.00

23,992.00

2.5000

5,385.00

13,462.50

5 % ==>

Valor Total del Item ==> Barniz guardaescoba madera

ml

12394


gal

0.0090

60034


h

0.5000

5


Laca guardaescoba madera

ml

15511

pintulaca bca 7408 pintuco (ga

gal

0.0060

60034


h

0.8000

8


469.66

5,998.00

2,999.00

5 % ==>

Laca cielo falso y cubierta

m2

15511


gal

0.0300

60034


h

60038

ayudante entendido

71227


401.75

5,998.00

4,798.40

5 % ==>

2,045.96

1.0000

5,998.00

5,998.00

h

0.5500

4,455.00

2,450.25

d¡a

0.8000

801.00

640.80

5 % ==>

Valor Total del Item ==> Pintura bajante pvc

ml

12355


gal

0.0160

60035


h

60038

ayudante entendido

h

920.62

0.2500

5,385.00

1,346.25

0.3000

4,455.00

1,336.50

5 % ==>

Valor Total del Item ==> Pintura canoas en lamina y pvc

ml

12355


gal

0.0100

60035


h

60038

ayudante entendido

h


422 ================ 11,557.42

54,799.00

5


192042

239 ================ 5,440.07

61,999.00

10


192040

149 ================ 3,618.61

61,999.00


1,872 ================ 46,146.34

49,700.00


1,872 ================ 48,369.06

45,100.00

8


192024

Subtotal

134 ================ 3,737.51

54,799.00

575.38

0.3000

5,385.00

1,615.50

0.3500

4,455.00

1,559.25

5



800214750

Página :100 Hora : 08:51:42


Nombre

Und



Precio 5 % ==>


Laca alas de madera interior

und

15511


gal

0.1500

60034


h

60035


h

10,229.83

4.0000

5,998.00

23,992.00

2.5000

5,385.00

13,462.50

5 % ==>

Valor Total del Item ==> Hidrofugo en muros exteriores

m2

15436

siliconite pintuco (gal)

gal

0.0400

60032


h

60038

ayudante entendido

71227


1,872 ================ 49,557.06

34,499.00

1,517.95

0.2500

6,410.00

1,602.50

h

0.2500

4,455.00

1,113.75

d¡a

0.2000

801.00

160.20

10


5 % ==>


158 ================ 3,908.87

61,999.00

10


192090

Subtotal

135 ================ 4,530.21

Revestim.fachadas esgrafiado

m2

12477

Graniplast exterior esgrafiado

cca

0.1400

10

51,400.00

7,915.60

15429

imprim.vinilo pintuco (gal)

gal

0.0800

10

21,900.00

1,927.20

60034


h

0.7000

5,998.00

4,198.60

60038

ayudante entendido

h

0.7000

4,455.00

3,118.50

71227


d¡a

0.1250

801.00

100.12


5 % ==>


365 ================ 17,625.88

193011

Barniz bllte tpte muro ladrill

m2

12384

barniz ref.sd1 pintuco (gal)

gal

0.0160

8

27,599.00

12394


gal

0.0200

8

49,700.00

1,073.52

476.91

60034


h

0.8000

5,998.00

4,798.40

60035


h

0.3000

5,385.00

1,615.50


5 % ==>


320 ================ 8,285.02

Revestim.piel de durazno

m2

13292

estuco veneciano

cca

0.1200

10

160,000.00

21,120.00

15429

imprim.vinilo pintuco (gal)

gal

0.0800

10

21,900.00

1,927.20

60034


h

0.5000

5,998.00

2,999.00

60038

ayudante entendido

h

0.5000

4,455.00

2,227.50

71227


d¡a

0.1250

801.00

100.12


5 % ==>


Grama jardin (0-50 m2)

m2



261 ================ 28,635.15


800214750

Página :101 Hora : 08:51:42


Nombre m.de o.coloc.grama(todo costo)

Und


Precio

m2

1.0000

3,407.00


5 % ==>


Subtotal 3,407.00

170 ================ 3,577.35

Anden en conc.liso

m2

20008

piedra

m3

0.1500

3

34,800.00

5,376.60

20086


m3

0.1000

5

248,936.00

26,138.28

20366

arenilla triturada

m3

0.0700

5

17,400.00

1,278.90

23862


und

0.7500

14,500.00

10,875.00

60032


h

0.9000

6,410.00

5,769.00

60039

ayudante raso

h

0.9000

3,890.00

3,501.00

60996


m3

0.2200

4,662.00

1,025.64


5 % ==>


514 ================ 54,479.20

Anden retal vitrif.y arenon

m2

20008

piedra

m3

0.1500

5

34,800.00

5,481.00

20018

arenon chino (25 kg) # 1

kg

0.3500

8

460.00

173.88

20050


sac

0.1800

10

22,600.00

4,474.80

20106

mortero 1:6 en obra

m3

0.0400

10

167,263.00

7,359.57

20269

retal de gres

m2

0.5000

5

4,561.00

2,394.52

60032


h

2.0000

6,410.00

12,820.00

60038

ayudante entendido

h

3.0000

4,455.00

13,365.00


5 % ==>


Cordones vaciados in situ

ml

20093


m3

0.0500

60032


h

60038

ayudante entendido

h

263,900.00

14,514.50

1.2000

6,410.00

7,692.00

1.0000

4,455.00

4,455.00

10


5 % ==>


Topellantas

und

20106

mortero 1:6 en obra

m3

0.0300

26776

topellanta 0.30x0.60 cm

und

60033


h

607 ================ 27,268.85

167,263.00

5,268.78

1.0000

9,860.00

9,860.00

0.7500

5,385.00

4,038.75

5


5 % ==>


1,309 ================ 47,378.02

201 ================ 19,369.47

Jardineras

ml

10066


kg

1.1200

3

1,920.00

2,214.91

20094


m3

0.0500

6

280,024.00

14,841.27

20105

mortero 1:5 en obra

m3

0.0800

6

187,449.00

15,895.67




800214750

Página :102 Hora : 08:51:42


Nombre

Und

20153


und

60032


h

Cantidad % Unitaria Desp 50.0000

Precio

5

1.3000


585.00

30,712.50

6,410.00

8,333.00

5 % ==>


Rieles concreto-garaje 60*10

ml

20094


m3

0.0600

60032


h

1.0000

7


416 ================ 72,414.00

280,024.00

17,977.54

6,410.00

6,410.00

5 % ==>



Subtotal


320 ================ 24,708.04

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