Análisis de Precios Unitarios Proyecto Nichos

ANALISIS DE PREC IOS UNITARIOS

Proyecto:

"CONSTRUCCION DE UN PABELLON DE 600 NICHOS EN EL CEMENTERIO GENERAL - SAN MIGUEL DE ARCANGEL"

Fecha:

15/02/2015

Partida

01.01

Rendimiento

,/DIA

C,#$!

D+)'#)# R)'+!

0147010002 0147010004

OPERARO PEO"

CARTEL DE OBRA DE (1.80 x 2.70 M. C! G#$%&!$'%#% )/*%+&. , %,'% , 2" x 2"

EQ. .0000

 .0 0 0 0

U#,%,

Costo unitario directo por : und

617.71

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 1.0000

2.!!!7 2.!!!7

17.27 1#.1$

0.!,00 21.0000 10.0000 4.5!00

,.00 2.00 10.00 50.00

#.0000

51.22

Costo unitario directo por : mes

53.81

M%! , O*'%

hh hh M%&'#%3+

02021000$$ 024#00000! 024#2100#7 02,4$2000#

C%A&O' (E 2) A 4) -A(ERA COPAA O '-%AR '/"O (E 4) /ACAP o Q"%%A3 A"ORAFA (E 1.50 6 2.70 m. "C%8E CO%OCACO"

0##7010001

/ERRA-E"A' -A"A%E'

Partida

01.02

Rendimiento

+/DIA

C,#$!

D+)'#)# R)'+!

0147010002 0147010004

OPERARO PEO"

*+ p2 m m2

E4#!+

9-O

ALMACEN GUARDIANIA  OICINA

EQ. 0.0000

0.0000

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 #.0000

0.2!!7 0.5000

17.27 1#.1$

*+ *+ m# ;s u nd u nd P2. -%.

0.2!00 0.2!00 0.0700 0.2,00 0.0400 #.0000 7.7000 #.0000

,.00 ,.00 #0.00 2!.00 1,.00 #.00 1.,0 2.00

9-O

2.0000

1,.1!

Costo unitario directo por : ton

60.00

M%! , O*'%

hh hh M%&'#%3+

02020100!1 02021000$$ 0204010005 0221000000 022!1#00$1 024#0000#1 024#0$0001 024#210002

C%A&O' (E ,) C%A&O' (E 2) A 4) ARE"A CE-E"O POR%A"( PO  RA(OR -EA%CO CA"(A(O A%(AA CR'"E
0##7010001


Partida

01.0

Rendimiento

&!/DIA

C,#$!

D+)'#)# R)'+!

TRANSPORTE DE MATERIALES HERRAMIENTAS  EUIPOS

EQ. 1.0000

1 .0 0 0 0

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

M%&'#%3+

02#2010105

RA"'PORE (E -AERA%E' /ERRA-E"A' 8 EQPO' (E'(E A%-ACE" (E PRO&EE(OR A ton

Partida

01.09

Rendimiento

,/DIA

C,#$!

D+)'#)# R)'+!

1.0000

!0.00


489.21

PO:A DE ALMACENAMIENTO DE AGUA 1M. x 2M. x 1.20 M. (I). T%''%;!

EQ. 1.0000

1 .0 0 0 0

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 1.0000

5.0000 5.0000

17.27 1#.1$

0.4$20 202.0000 #.2,00

#0.00 0.70 2!.00

2.0000

24#.!5

M%! , O*'%

0147010002 0147010004

OPERARO PEO"

hh hh

0204010005 0217720001 0221000000

ARE"A %A(R%%O %AR 0.10,=0.1!,=0.213 CE-E"O POR%A"( PO 

0##7010001


Partida

02.01

M%&'#%3+

m# u nd ;s

E4#!+

9-O

LIMPIE:A DE TERRENO MANUAL (C! #)! 3%% < )%''!%

Rendimiento

2/DIA

C,#$!

D+)'#)# R)'+!

100.0000

EQ. 100.0000 U#,%,

Costo unitario directo por : m2

3.23

C%,'#33%

C%&#,%,

P')#! S/.

#.0000

0.2400

1#.1$

2.0000

#.17


1.53

M%! , O*'%

0147010004

PEO"

hh

0##7010001


Partida

0 2 .0 2

Rendimiento

2/DIA

C,#$!

D+)'#)# R)'+!

E4#!+

9-O

TRA:O NI=ELES  REPLANTEO ()! &!,!3#&! ! #>3 500.0000

EQ. 500.0000 U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 1.0000 2.0000

0.01!0 0.01!0 0.0#20

17.27 14.!, 1#.1$

0.0,00 0.1,00

1.,0 2.00

#.0000 0.01!0

0.$# 12.00


208.02

M%! , O*'%

0147010002 014701000# 0147010004

OPERARO OFCA% PEO"

hh hh hh

022$0#00$$ 024#00000!

>A -A(ERA COPAA O '-%AR

0##7010001 0#4$55000#

/ERRA-E"A' -A"A%E' EO(O%O

Partida

0 2 .0 

Rendimiento

,/DIA

C,#$!

D+)'#)# R)'+!

M%&'#%3+

*+ p2 E4#!+

9-O hm

1.0000

PILOTES DE SHUNGO DE HUACAPU O SIMILAR ? @ 8" x 6.00.

EQ. 8.0000

8.0000

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

2.0000 2.0000 4.0000

2.0000 2.0000 4.0000

17.27 14.!, 1#.1$

!.0000 0.0$!0

12.00 20.00

#.0000 0.7000

11!.!0 20.00

Costo unitario directo por : m#

27.17

M%! , O*'%

0147010002 014701000# 0147010004


hh hh hh

024#21000$ 02,4720002

'/"O (E !) /ACAP o Q"%%A3 PRE'ER&A"E (E -A(ERA

0##7010001 0#4$0200$4

/ERRA-E"A' -A"A%E' -AR%%O ARE'A"A%

Partida

0  .0 1

Rendimiento

/DIA

C,#$!

D+)'#)# R)'+!

M%&'#%3+

m +;n

E4#!+

9-O hm

0.7000

ECA=ACION DE :ANA PARA CUNETAS DE MORTERO

EQ. 9.0000

9 .0 0 0 0

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000

2.0000

1#.1$

#.0000

2!.#5


26.91

M%! , O*'%

0147010004

PEO"

hh

0##7010001


Partida

0  .0 2

Rendimiento

/DIA

C,#$!

D+)'#)# R)'+!

E4#!+

9-O

ECA=ACION DE :ANA PARA =IGA DE CIMENTACION

EQ. 9.0000

9 .0 0 0 0

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000

2.0000

1#.1$

2.0000

2!.#5


22.16

M%! , O*'%

0147010004

PEO"

hh

0##7010001


Partida

0  .0 

Rendimiento

/DIA

C,#$!

D+)'#)# R)'+!

E4#!+

9-O

CORTE DE MATERIAL ORGANICO PARA PLATAORMA DE CIMENTACION @ 0.5 . 5 .0 0 0 0

EQ. 5.0000 U#,%,

M%! , O*'%

C%,'#33%

C%&#,%,

P')#! S/.

Rendimiento

2/DIA

C,#$!

D+)'#)# R)'+!

100.0000

EQ. 100.0000 U#,%,


3.23

C%,'#33%

C%&#,%,

P')#! S/.

#.0000

0.2400

1#.1$

2.0000

#.17


1.53

M%! , O*'%

0147010004

PEO"

hh

0##7010001


Partida

0 2 .0 2

Rendimiento

2/DIA

C,#$!

D+)'#)# R)'+!

E4#!+

9-O

TRA:O NI=ELES  REPLANTEO ()! &!,!3#&! ! #>3 500.0000

EQ. 500.0000 U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 1.0000 2.0000

0.01!0 0.01!0 0.0#20

17.27 14.!, 1#.1$

0.0,00 0.1,00

1.,0 2.00

#.0000 0.01!0

0.$# 12.00


208.02

M%! , O*'%

0147010002 014701000# 0147010004


hh hh hh

022$0#00$$ 024#00000!

>A -A(ERA COPAA O '-%AR

0##7010001 0#4$55000#

/ERRA-E"A' -A"A%E' EO(O%O

Partida

0 2 .0 

Rendimiento

,/DIA

C,#$!

D+)'#)# R)'+!

M%&'#%3+

*+ p2 E4#!+

9-O hm

1.0000

PILOTES DE SHUNGO DE HUACAPU O SIMILAR ? @ 8" x 6.00.

EQ. 8.0000

8.0000

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

2.0000 2.0000 4.0000

2.0000 2.0000 4.0000

17.27 14.!, 1#.1$

!.0000 0.0$!0

12.00 20.00

#.0000 0.7000

11!.!0 20.00


27.17

M%! , O*'%

0147010002 014701000# 0147010004


hh hh hh

024#21000$ 02,4720002

'/"O (E !) /ACAP o Q"%%A3 PRE'ER&A"E (E -A(ERA

0##7010001 0#4$0200$4

/ERRA-E"A' -A"A%E' -AR%%O ARE'A"A%

Partida

0  .0 1

Rendimiento

/DIA

C,#$!

D+)'#)# R)'+!

M%&'#%3+

m +;n

E4#!+

9-O hm

0.7000

ECA=ACION DE :ANA PARA CUNETAS DE MORTERO

EQ. 9.0000

9 .0 0 0 0

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000

2.0000

1#.1$

#.0000

2!.#5


26.91

M%! , O*'%

0147010004

PEO"

hh

0##7010001


Partida

0  .0 2

Rendimiento

/DIA

C,#$!

D+)'#)# R)'+!

E4#!+

9-O

ECA=ACION DE :ANA PARA =IGA DE CIMENTACION

EQ. 9.0000

9 .0 0 0 0

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000

2.0000

1#.1$

2.0000

2!.#5


22.16

M%! , O*'%

0147010004

PEO"

hh

0##7010001


Partida

0  .0 

Rendimiento

/DIA

C,#$!

D+)'#)# R)'+!

E4#!+

9-O

CORTE DE MATERIAL ORGANICO PARA PLATAORMA DE CIMENTACION @ 0.5 . 5 .0 0 0 0

EQ. 5.0000 U#,%,

M%! , O*'%

C%,'#33%

C%&#,%,

P')#! S/.

0147010004

PEO"

hh

0##7010001


Partida

0  .0 9

Rendimiento

M./DIA

C,#$!

D+)'#)# R)'+!

1.0000

1.!000

1#.1$

,.0000

21.10

Costo unitario directo por : -#.

63.88

E4#!+

9-O

RELLENO COMPACTADO CON MATERIAL DE PRESTAMO A-2-9

EQ. 10.0000

10.0000

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 1.0000

0.5000 0.5000

14.!, 1#.1$

0.247, 1.0200

#.00 #0.00

#.0000 0.5000

22.27 12.00


61.43

M%! , O*'%

014701000# 0147010004

OFCA% PEO"

hh hh

0204120001 020,0100#,

AA -AERA% (E RE%%E"O A ? 2 ? 4

0##7010001 0#4$0#0004

/ERRA-E"A' -A"A%E' CO-PACA(OR &R. PO P%A"C/A 7 /P

Partida

0  .0 5

Rendimiento

M./DIA

C,#$!

D+)'#)# R)'+!

014701000# 0147010004

OFCA% PEO"

0204120001 020,#0005$

AA -AERA% (E CO-PACO

M%&'#%3+

-#. m#

E4#!+

9-O hm

1.0000

RELLENO CON MATERIAL DE COMPACTO

EQ. 15.0000

15.0000

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 1.0000

0.,### 0.,###

14.!, 1#.1$

0.247, 1.#000

#.00 #0.00

#.0000 0.,###

14.54 12.00

Costo unitario directo por : -2.

4.10

M%! , O*'%

hh hh M%&'#%3+

-#. m# E4#!+

0##7010001 0#4$0#0004

/ERRA-E"A' -A"A%E' CO-PACA(OR &R. PO P%A"C/A 7 /P

Partida

0  .0 6

Rendimiento

M2./DIA

C,#$!

D+)'#)# R)'+!

014701000# 0147010004

OFCA% PEO"

9-O hm

1.0000

NI=ELACION REGLADO  APISONADO MANUAL 100.0000

EQ. 100.0000 U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 2.0000

0.0500 0.1!00

14.!, 1#.1$

0.1!00

2.20

2.0000 0.0500

#.25 ,.00


15.52

M%! , O*'%

hh hh M%&'#%3+

024#1!00,2

RE%A (E -A(ERA

p2

0##7010001 0#45720001

/ERRA-E"A' -A"A%E' P>O" -A"A%

Partida

0  .0 7

Rendimiento

M./DIA

C,#$!

D+)'#)# R)'+!

E4#!+

9-O hm

1.0000

ELIMINACION DE MATERIAL ECEDENTE A 100M. DE LAOBRA )/)%''!%

EQ. 7.0000

7 .0 0 0 0

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000

1.142$

1#.1$

#.0000

1,.07


14.32

M%! , O*'%

0147010004

PEO"

hh

0##7010001


Partida

0 9 .0 1

Rendimiento

M2./DIA

C,#$!

D+)'#)# R)'+!

0147010002 0147010004

OPERARO PEO"

E4#!+

9-O

SOLADO DE MORTERO 110  @ 2" >%)%,! )! )%''!% 150.0000

EQ. 150.0000 U#,%,

C%,'#33%

C%&#,%,

2.0000 7.0000

0.10!7 0.#7##

P')#! S/.

M%! , O*'%

hh hh

17.27 1#.1$

M%&'#%3+

0204010005 0204120001 0221000000

ARE"A AA CE-E"O POR%A"( PO 

m# -#. ;s

0##7010001 0#45010011

/ERRA-E"A' -A"A%E' -E>C%A(ORA (E $ P# trompo3

Partida

05.01.01

Rendimiento

/DIA

C,#$!

D+)'#)# R)'+!

0.0!#0 0.0051 0.15,0

#0.00 #.00 2!.00

#.0000 0.0,##

!.7! 12.00


474.00

E4#!+

9-O hm

1.0000

MORTERO )@ 175 F$/C2  =#$%+ , C#&%)#

EQ. 19.0000

19.0000

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

hh hh hh

2.0000 1.0000 12.0000

1.142$ 0.,714 !.5,71

17.27 14.!, 1#.1$

m# -#. ;s

1.2000 0.15,0 11.!000

#0.00 #.00 2!.00

9-O hm hm

#.0000 0.,714 0.,714

115.,! 12.00 12.00

Costo unitario directo por : *+

4.69

M%! , O*'%

0147010002 014701000# 0147010004


0204010005 0204120001 0221000000


0##7010001 0#45010011 0#4$070004

/ERRA-E"A' -A"A%E' -E>C%A(ORA (E $ P# trompo3 &RA(OR (E CO"CREO 4 /P 2.40)

Partida

05.01.02

Rendimiento

$/DIA

C,#$!

D+)'#)# R)'+!

M%&'#%3+

E4#!+

1.0000 1.0000

IERRO CORRUGADO DE 1/2". #)3< )!3!)%,! 5 ,+',#)#!+.

EQ. 250.0000

250.0000

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 1.0000

0.0#20 0.0#20

17.27 14.!,

*+ D.

0.0,00 1.0,00

4.00 #.12

9-O hm

#.0000 0.0#20

1.02 ,.00


5.21

M%! , O*'%

0147010002 014701000#

OPERARO OFCA%

hh hh

020204000$ 020#0#00$$

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05.01.0

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EQ. 250.0000 U#,%,

C%,'#33%

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1.0000 1.0000

0.0#20 0.0#20

17.27 14.!,

1.0000

4.00

#.0000 0.0#20

1.02 ,.00


40.40

M%! , O*'%

0147010002 014701000#


hh hh

0202110000

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Partida

05.01.09

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ENCORADO  DESENCORADO - =IGA DE CIMENTACION 1.0000

EQ. 1.0000 U#,%,

C%,'#33%

C%&#,%,

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17.27 14.!,

0.##00 0.#000

,.00 4.00

M%! , O*'%

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C%A&O' (E #) A%A-RE "ERO "@5

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05.02.01

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C,#$!

D+)'#)# R)'+!

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,.#,00

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478.50

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MORTERO J)@175 F$/)2 (L!+% A'%,%

EQ. 12.0000

12.0000

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hh hh hh

2.0000 1.0000 10.0000

1.#### 0.!!!7 !.!!!7

17.27 14.!, 1#.1$

1.2000 0.1540 11.!000

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#.0000 0.!!!7 0.!!!7

120.7# 12.00 12.00


4.69

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0204010005 0204120001 0221000000


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05.02.02

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EQ. 250.0000

250.0000

U#,%,

C%,'#33%

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0.0#20 0.0#20

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#.0000 0.0#20

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26.19

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05.02.0

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1.0000

ENCORADO  DESENCORADO DE LOSA ARMADA

EQ. 16.0000

16.0000

U#,%,

C%,'#33%

C%&#,%,

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1.0000 1.0000

0.,000 0.,000

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0.#000 0.0#00 ,.2000

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9-O

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470.62

M%! , O*'%

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C%A&O' (E #) A%A-RE "ERO "@5 -A(ERA CORRE"E catahua o simi;ar3 02 sos

0##7010001


Partida

05.0.01

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M./DIA

C,#$!

D+)'#)# R)'+!

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MORTERO J)@175 F$/)2 (C!3%+ 10.0000

EQ. 10.0000 U#,%,

C%,'#33%

C%&#,%,

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1.0000 1.0000 5.0000

0.5000 0.5000 !.4000

17.27 14.!, 1#.1$

1.2000 0.15,0 11.!000

#0.00 #.00 2!.00

M%! , O*'%

0147010002 014701000# 0147010004


hh hh hh

0204010005 0204120001 0221000000


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Partida

05.0.02

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$/DIA

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#.0000 0.5000 0.5000

10$.$! 12.00 12.00


4.69

1.0000 1.0000


EQ. 250.0000

250.0000

U#,%,

C%,'#33%

C%&#,%,

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1.0000 1.0000

0.0#20 0.0#20

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0.0,00 1.0,00

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#.0000 0.0#20

1.02 ,.00


5.21

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0147010002 014701000#


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0147010002 014701000#


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IERRO LISO DE 1/9" #)3< ,!*3%,! < )!3!)%,! 5 ,+',#)#!+

EQ. 250.0000

250.0000

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 1.0000

0.0#20 0.0#20

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1.0000

4.00

#.0000 0.0#20

1.02 ,.00


36.32

M%! , O*'%

hh hh M%&'#%3+

0202110000

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Partida

05.0.09

Rendimiento

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C,#$!

D+)'#)# R)'+!

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1.0000

ENCORADO  DESENCORADO DE COLUMNAS

EQ. 12.0000

12.0000

U#,%,

C%,'#33%

C%&#,%,

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1.0000 1.0000

0.!!!7 0.!!!7

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0.#,00 0.#,00 7.,000

,.00 4.00 1.,0

9-O

#.0000

21.25


492.35

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0147010002 014701000#


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02020100!# 0202040010 024#0$0002


0##7010001


Partida

05.09.01

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M./DIA

C,#$!

D+)'#)# R)'+!

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MORTERO J)@175 F$/)2 (=#$% , A%'' 10.0000

EQ. 10.0000 U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

hh hh hh

1.0000 1.0000 10.0000

0.5000 0.5000 5.0000

17.27 14.!, 1#.1$

1.2000 0.15,0 11.!000

#0.00 #.00 2!.00

#.0000 0.5000 0.5000

1#1.0! 12.00 12.00

M%! , O*'%

0147010002 014701000# 0147010004


0204010005 0204120001 0221000000


0##7010001 0#45010011 0#4$070004


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m# -#. ;s E4#!+

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1.0000 1.0000

Partida

05.09.02

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0147010002 014701000#


020204000$ 020#0#00$$



EQ. 250.0000

250.0000

U#,%,


4.69

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 1.0000

0.0#20 0.0#20

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0.0,00 1.0,00

4.00 #.12

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5.21

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hh hh M%&'#%3+

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05.09.0

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$/DIA

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1.0000

IERRO LISO DE 1/9" #)3< ,!*3%,! < )!3!)%,! 5 ,+',#)#!+

EQ. 250.0000

250.0000

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C%,'#33%

C%&#,%,

P')#! S/.

1.0000 1.0000

0.0#20 0.0#20

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1.0000

4.00

#.0000 0.0#20

1.02 ,.00


42.24

M%! , O*'%

0147010002 014701000#


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0202110000

FERRO %'O (E 14)

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Partida

05.09.09

Rendimiento

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ENCORADO  DESENCORADO =IGA AMARRE

EQ. K.0000

K.0000

U#,%,

C%,'#33%

C%&#,%,

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1.0000 1.0000

0.555$ 0.555$

17.27 14.!,

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0.#,00 0.#000 !.7100

,.00 4.00 1.,0

9-O

#.0000

25.#7


414.94

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0147010002 014701000#


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Partida

05.05.01

Rendimiento

/DIA

C,#$!

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M%&'#%3+

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MORTERO J)@175 F$/)2 E C&%+ 16.0000

EQ. 16.0000 U#,%,

C%,'#33%

C%&#,%,

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1.0000 1.0000 5.0000

0.,000 0.,000 4.0000

17.27 14.!, 1#.1$

1.2000 0.1540 11.!000

#0.00 #.00 2!.00

#.0000 0.,000

!5.7# 12.00


4.33

M%! , O*'%

0147010002 014701000# 0147010004


hh hh hh

0204010005 0204120001 0221000000


0##7010001 0#45010011


Partida

05.05.02

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$/DIA

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D+)'#)# R)'+!

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IERRO CORRUGADO DE /8". #)3< )!3!)%,! 5 ,+',#)#!+. 250.0000

EQ. 250.0000 U#,%,

M%! , O*'%

C%,'#33%

C%&#,%,

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0147010002 014701000#


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1.0000 1.0000

0.0#20 0.0#20

17.27 14.!,

*+ *+

0.0,00 1.0,00

4.00 2.75

9-O hm

#.0000 0.0#20

1.02 ,.00


22.48

M%&'#%3+

020204000$ 020#0#000!

A%A-RE "ERO "@1! FERRO CORRA(O #5). F84200 DC-2

0##7010001 0#45$!0002

/ERRA-E"A' -A"A%E' C>A%%A -A"A%

Partida

05.05.0

Rendimiento

2/DIA

C,#$!

D+)'#)# R)'+!

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1.0000

ENCORADO  DESENCORADO DE CUNETAS

EQ. 15.0000

15.0000

U#,%,

C%,'#33%

C%&#,%,

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1.0000 1.0000

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0.1!00 0.1#00 2.4200

,.00 4.00 1.,0

9-O

#.0000

17.02


489.25

M%! , O*'%

0147010002 014701000#


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02020100!# 0202040010 024#0$0002


0##7010001


Partida

05.06.01

Rendimiento

M./DIA

C,#$!

D+)'#)# R)'+!

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MORTERO ) @ 210 $/)2. (L!+% A3#$'%,%

EQ. 16.0000

16.0000

U#,%,

C%,'#33%

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P')#! S/.

hh hh hh

1.0000 1.0000 1#.0000

0.,000 0.,000 !.,000

17.27 14.!, 1#.1$

m# -#. ;s

1.2000 0.1540 12.$!00

#0.00 #.00 2!.00

9-O hm hm

2.0000 0.,000 0.,000

101.71 12.00 12.00


21.24

M%! , O*'%

0147010002 014701000# 0147010004


0204010005 0204120001 0221000000


0##7010001 0#45010011 0#4$070004


Partida

05.06.02

Rendimiento

2/DIA

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D+)'#)# R)'+!

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ENCORADO  DESENCORADO DE LOSA ALIGERADA

EQ. 16.0000

16.0000

U#,%,

C%,'#33%

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1.0000 1.0000

0.,000 0.,000

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4.00 ,.00 1.,0

9-O

#.0000

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4.69

M%! , O*'%

0147010002 014701000#


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0202040010 02021000$$ 024#0$0002

A%A-RE "ERO "@5 C%A&O' (E 2) A 4) -A(ERA CORRE"E catahua o simi;ar3 02 sos

M%&'#%3+

E4#!+

0##7010001


Partida

05.06.0

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$/DIA

C,#$!

D+)'#)# R)'+!

IERRO CORRUGADO DE 1/2". #)3< )!3!)%,! 5 ,+',#)#!+. 250.0000

EQ. 250.0000 U#,%,

C%,'#33%

C%&#,%,

1.0000 1.0000

0.0#20 0.0#20

P')#! S/.

M%! , O*'%

0147010002 014701000#


hh hh M%&'#%3+

17.27 14.!,

020204000$ 020#0#00$$


*+ D.

0.0,00 1.0,00

4.00 #.12

#.0000 0.0#20

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5.21

E4#!+

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Partida

05.06.09

Rendimiento

$/DIA

C,#$!

D+)'#)# R)'+!

9-O hm

1.0000

IERRO LISO DE 1/9" #)3< ,!*3%,! < )!3!)%,! 5 ,+',#)#!+

EQ. 250.0000

250.0000

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 1.0000

0.0#20 0.0#20

17.27 14.!,

1.0000

4.00

#.0000 0.0#20

1.02 ,.00


437.07

M%! , O*'%

0147010002 014701000#


hh hh

0202110000

FERRO %'O (E 14)

0##7010001 0#45$!0002

/ERRA-E"A' -A"A%E' C>A%%A -A"A%

Partida

05.07.01

Rendimiento

/DIA

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1.0000

MORTERO )@ 210 FG/ CM2 - ESCALERAS

EQ. 19.0000

19.0000

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 1.0000 4.0000

0.,714 0.,714 2.25,7

17.27 14.!, 1#.1$

1.2000 0.1540 12.$!00

#0.00 #.00 2!.00

#.0000 0.,714 0.,714

45.#$ 12.00 12.00


29.58

M%! , O*'%

0147010002 014701000# 0147010004


hh hh hh

0204010005 0204120001 0221000000


0##7010001 0#45010011 0#4$070004


Partida

05.07.02

Rendimiento

2/DIA

C,#$!

D+)'#)# R)'+!

M%&'#%3+

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9-O hm hm

1.0000 1.0000

ENCORADO  DESENCORADO DE ESCALERA

EQ. 15.0000

15.0000

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 1.0000

0.,### 0.,###

17.27 14.!,

*+ *+ P2.

0.#000 0.#100 !.2000

4.00 ,.00 1.,0

9-O

#.0000

17.02


4.69

M%! , O*'%

0147010002 014701000#


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0##7010001


Partida

05.07.0

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$/DIA

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D+)'#)# R)'+!

M%&'#%3+

E4#!+

IERRO CORRUGADO DE 1/2". #)3< )!3!)%,! 5 ,+',#)#!+. 250.0000

EQ. 250.0000 U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 1.0000

0.0#20 0.0#20

17.27 14.!,

*+ D.

0.0,00 1.0,00

4.00 #.12

9-O

#.0000

1.02

M%! , O*'%

0147010002 014701000#


hh hh

020204000$ 020#0#00$$


0##7010001


M%&'#%3+

E4#!+

0#45$!0002

C>A%%A -A"A%

Partida

05.07.09

Rendimiento

$/DIA

C,#$!

D+)'#)# R)'+!

hm

1.0000

0.0#20

,.00


4.33

IERRO CORRUGADO DE /8". #)3< )!3!)%,! 5 ,+',#)#!+.

EQ. 250.0000

250.0000

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 1.0000

0.0#20 0.0#20

17.27 14.!,

0.0,00 1.0,00

4.00 2.75

#.0000 0.0#20

1.02 ,.00


64.58

M%! , O*'%

0147010002 014701000#


hh hh

020204000$ 020#0#000!

A%A-RE "ERO "@1! FERRO CORRA(O #5). F84200 DC-2

0##7010001 0#45$!0002

/ERRA-E"A' -A"A%E' C>A%%A -A"A%

Partida

06.01

Rendimiento

M2./DIA

C,#$!

D+)'#)# R)'+!

M%&'#%3+

*+ *+

E4#!+

9-O hm

1.0000

MURO DE LADRILLO TUB(10.516.521.5 %%';! C%*% )% 15 @1.5).

EQ. 8.0000

8.0000

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 0.7,00

1.0000 0.7,00

17.27 1#.1$

0.0200 0.0#00 0.0070 #,.0000 0.4000 0.4!00

,.00 #0.00 #.00 0.70 2!.00 1.,0

#.0000

27.1!


62.48

M%! , O*'%

0147010002 0147010004

OPERARO PEO"

hh hh

02021000$$ 0204010005 0204120001 0217720001 0221000000 024#0$0001

C%A&O' (E 2) A 4) ARE"A AA %A(R%%O %AR 0.10,=0.1!,=0.213 CE-E"O POR%A"( PO  -A(ERA CORRE"E CAA/A O '-%AR3 andamio

0##7010001


Partida

06.02

Rendimiento

M2./DIA

C,#$!

D+)'#)# R)'+!

0147010002 0147010004

OPERARO PEO"

M%&'#%3+

*+ m# -#. und ;s P2.

E4#!+

9-O

MURO DE LADRILLO TUBULAR(10.516.521 %%';! , +!$% ;&% 1.5). )%@15

EQ. 8.0000

8.0000

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 0.7,00

1.0000 0.7,00

17.27 1#.1$

0.0200 0.0#00 0.0070 #2.0000 0.4000 0.4!00

,.00 #0.00 #.00 0.70 2!.00 1.,0

#.0000

27.1!


94.02

M%! , O*'%

hh hh M%&'#%3+

02021000$$ 0204010005 0204120001 0217720001 0221000000 024#0$0002

C%A&O' (E 2) A 4) ARE"A AA %A(R%%O %AR 0.10,=0.1!,=0.213 CE-E"O POR%A"( PO  -A(ERA CORRE"E catahua o simi;ar3 02 sos

0##7010001


Partida

06.0

Rendimiento

M2./DIA

C,#$!

D+)'#)# R)'+!

*+ m# -#. und ;s P2.

E4#!+

9-O

MURO DE LADRILLO COMUN (0.220.110.07 %%';! , +!$% ;&% 1.5). )%@15 6.0000

EQ. 6.0000 U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 1.0000

1.#### 1.####

17.27 1#.1$

0.0200 0.0170 0.1440 ,4.0000 0.17,0 0.4!00

,.00 #0.00 #.00 0.5, 2!.00 1.,0

M%! , O*'%

0147010002 0147010004

OPERARO PEO"

hh hh

02021000$$ 0204010005 0204120001 02170,0002 0221000000 024#0$0002

C%A&O' (E 2) A 4) ARE"A AA %A(R%%O CO-" 0.22 6 0.11 6 0.073 CE-E"O POR%A"( PO  -A(ERA CORRE"E catahua o simi;ar3 02 sos

M%&'#%3+

*+ m# -#. und ;s P2.

E4#!+

0##7010001


Partida

06.09

Rendimiento

M2./DIA

C,#$!

D+)'#)# R)'+!

9-O

#.0000

40.!2


83.55

ARCO DE LADRILLO COMUN (0.220.110.07 %%';! , +!$% ;&% 1.5). )%@15 LONG. 6.76 . *!>.

EQ. 8.0000

8.0000

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 1.0000

1.0000 1.0000

17.27 1#.1$

0.0200 0.0170 0.1440 ,4.0000 0.17,0 0.4!00

,.00 #0.00 #.00 0.5, 2!.00 1.,0

#.0000

#0.4!


26.07

M%! , O*'%

0147010002 0147010004

OPERARO PEO"

hh hh

02021000$$ 0204010005 0204120001 02170,0002 0221000000 024#0$0002

C%A&O' (E 2) A 4) ARE"A AA %A(R%%O CO-" 0.22 6 0.11 6 0.073 CE-E"O POR%A"( PO  -A(ERA CORRE"E catahua o simi;ar3 02 sos

0##7010001


Partida

06.05

Rendimiento

M2./DIA

C,#$!

D+)'#)# R)'+!

M%&'#%3+

*+ m# -#. und ;s P2.

E4#!+

9-O

ENCORADO  DESENCORADO DESLI:ANTE EN BO=EDA

EQ. 15.0000

15.0000

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 1.0000

0.,### 0.,###

17.27 14.!,

*+ *+ p2

0.2!00 0.1!00 #.#,00

4.00 ,.00 2.00

9-O

#.0000

17.02


22.38

M%! , O*'%

0147010002 014701000#


hh hh

0202040010 02021000$$ 024#00000!

A%A-RE "ERO "@5 C%A&O' (E 2) A 4) -A(ERA COPAA O '-%AR

0##7010001


Partida

07.01

Rendimiento

M2./DIA

C,#$!

D+)'#)# R)'+!

M%&'#%3+

E4#!+

TARRAEO ROTACHADO EN MUROS ETERIORES

EQ. 12.0000

12.0000

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 0.!!!0

0.!!!7 0.4440

17.27 1#.1$

*+ m# -#. ;s P2. p2

0.0200 0.01!0 0.0040 0.1210 0.4!00 0.02,0

,.00 #0.00 #.00 2!.00 1.,0 2.20

9-O

#.0000

17.#7


18.81

M%! , O*'%

0147010002 0147010004

OPERARO PEO"

hh hh

02021000$$ 0204010005 0204120001 0221000000 024#0$0001 024#1!00,2

C%A&O' (E 2) A 4) ARE"A AA CE-E"O POR%A"( PO  -A(ERA CORRE"E CAA/A O '-%AR3 andamio RE%A (E -A(ERA

M%&'#%3+

E4#!+

0##7010001


Partida

07.02

Rendimiento

M2./DIA

C,#$!

D+)'#)# R)'+!

TARRAEO ROTACHADO EN MUROS INTERIORES )% @15 @1.5). 15.0000

EQ. 15.0000 U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 0.!!!0

0.,### 0.#,,2

17.27 1#.1$

0.0200 0.01!0 0.0040 0.1210

,.00 #0.00 #.00 2!.00

M%! , O*'%

0147010002 0147010004

OPERARO PEO"

hh hh

02021000$$ 0204010005 0204120001 0221000000

C%A&O' (E 2) A 4) ARE"A AA CE-E"O POR%A"( PO 

M%&'#%3+

*+ m# -#. ;s

024#0$0001 024#1!00,2

-A(ERA CORRE"E CAA/A O '-%AR3 andamio RE%A (E -A(ERA

P2. p2

0.4!00 0.02,0

1.,0 2.20

9-O

#.0000

1#.$0


32.99

E4#!+

0##7010001


Partida

07.0

Rendimiento

2/DIA

C,#$!

D+)'#)# R)'+!

TARRAEO ROTACHADO EN =ANOS DE PUERTAS DE NICHOS M!'&'! 15

EQ. 8.0000

8.0000

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 0.7,00

1.0000 0.7,00

17.27 1#.1$

*+ m# -#. ;s P2. p2 p;n

0.0200 0.0150 0.0040 0.11!0 0.4!00 0.02,0 0.0#00

,.00 #0.00 #.00 2!.00 1.,0 2.20 20.00

9-O

#.0000

27.1!


19.64

M%! , O*'%

0147010002 0147010004

OPERARO PEO"

hh hh

02021000$$ 0204010005 0204120001 0221000000 024#0$0001 024#1!00,2 02440#00#0

C%A&O' (E 2) A 4) ARE"A AA CE-E"O POR%A"( PO  -A(ERA CORRE"E CAA/A O '-%AR3 andamio RE%A (E -A(ERA RP%A8 e4mm.

0##7010001


Partida

07.09

Rendimiento

M2./DIA

C,#$!

D+)'#)# R)'+!

M%&'#%3+

E4#!+

TARRAEO PULIDO EN CUNETAS CON MORTERO 15 16.0000

EQ. 16.0000 U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 1.0000

0.,000 0.,000

17.27 1#.1$

*+ m# -#. ;s p2

0.0220 0.0200 0.0120 0.1150 0.0,,0

,.00 #0.00 #.00 2!.00 2.20

9-O

#.0000

1,.24


28.07

M%! , O*'%

0147010002 0147010004

OPERARO PEO"

hh hh

02021000$$ 0204010005 0204120001 0221000000 024#1!00,2

C%A&O' (E 2) A 4) ARE"A AA CE-E"O POR%A"( PO  RE%A (E -A(ERA

0##7010001


Partida

08.01

Rendimiento

2/DIA

C,#$!

D+)'#)# R)'+!

M%&'#%3+

E4#!+

PISO DE CEMENTO SOBRE PLATAORMA  @ 2" C! M)3% )% 19 70.0000

EQ. 70.0000 U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 7.0000

0.114# 0.5000

17.27 1#.1$

0.0,00 0.02,0 0.4700

#0.00 #.00 2!.00

#.0000 0.114#

12.,2 12.00


28.07

M%! , O*'%

0147010002 0147010004

OPERARO PEO"

hh hh

0204010005 0204120001 0221000000


0##7010001 0#45010011


Partida

08.02

Rendimiento

2/DIA

C,#$!

D+)'#)# R)'+!

M%&'#%3+

m# -#. ;s E4#!+

9-O hm

1.0000

PISO DE CEMENTO EN BO=EDA @ 2" C! M)3% )% 19 70.0000

EQ. 70.0000 U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 7.0000

0.114# 0.5000

17.27 1#.1$

0.0,00

#0.00

M%! , O*'%

0147010002 0147010004

OPERARO PEO"

0204010005

ARE"A

hh hh M%&'#%3+

m#

0204120001 0221000000

AA CE-E"O POR%A"( PO 

-#. ;s

0.02,0 0.4700

#.00 2!.00

#.0000 0.114#

12.,2 12.00


5.38

E4#!+

0##7010001 0#45010011


Partida

08.0

Rendimiento

$/DIA

C,#$!

D+)'#)# R)'+!

9-O hm

1.0000

IERRO LISO DE 1/9" EN PISO DE BO=EDA #)3< ,!*3%,! < )!3!)%,! 5 ,+',#)#!+

EQ. 250.0000

250.0000

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 1.0000

0.0#20 0.0#20

17.27 14.!,

1.0,00

4.00

0.0#20

,.00


745.59

M%! , O*'%

0147010002 014701000#


0202110000

FERRO %'O (E 14)

0#45$!0002

C>A%%A -A"A%

Partida

0K.01

Rendimiento

,/DIA

C,#$!

D+)'#)# R)'+!

hh hh M%&'#%3+

*+ E4#!+

hm

1.0000

TIERAL DE MADERA T-1 , 7.65 3 x 1.20 .

EQ. 2.0000

2.0000

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 2.0000 !.0000

4.0000 5.0000 24.0000

17.27 14.!, 1#.1$

1.,000 !#.#400 5.2700 2!.4700 1.2000

,.00 2.00 2.00 2.00 20.00

#.0000

,02.54


370.03

M%! , O*'%

0147010002 014701000# 0147010004


hh hh hh

02021000$$ 024#010020 024#0400,4 024#0400,, 02,#020000

C%A&O' (E 2) A 4) -A(ERA OR"%%O (E 2) 6 !) -A(ERA OR"%%O (E 2) 6 4) -A(ERA OR"%%O (E 1) 6 10) A%QRA" CO-O PRE'ER&A"E

0##7010001


Partida

0K.02

Rendimiento

,/DIA

C,#$!

D+)'#)# R)'+!

M%&'#%3+

*+ p2 p2 p2 +;n

E4#!+

9-O

TIERAL DE MADERA T-2 , 5.K7 3. x 1.20 .

EQ. 9.0000

9.0000

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 2.0000 ,.0000

2.0000 4.0000 10.0000

17.27 14.!, 1#.1$

1.,000 #2.$#00 4.2000 1!.2400 1.2000

,.00 2.00 2.00 2.00 20.00

#.0000

22,.04


161.03

M%! , O*'%

0147010002 014701000# 0147010004


hh hh hh

02021000$$ 024#010020 024#0400,4 024#0400,, 02,#020000

C%A&O' (E 2) A 4) -A(ERA OR"%%O (E 2) 6 !) -A(ERA OR"%%O (E 2) 6 4) -A(ERA OR"%%O (E 1) 6 10) A%QRA" CO-O PRE'ER&A"E

0##7010001


Partida

0K.0

Rendimiento

,/DIA

C,#$!

D+)'#)# R)'+!

0147010002 014701000# 0147010004


02021000$$ 024#010020

C%A&O' (E 2) A 4) -A(ERA OR"%%O (E 2) 6 !)

M%&'#%3+

*+ p2 p2 p2 +;n

E4#!+

9-O

TIERAL DE MADERA T- , 9.62 3. x 1.20 . 10.0000

EQ. 10.0000 U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 2.0000 ,.0000

0.5000 1.!000 4.0000

17.27 14.!, 1#.1$

0.#,00 1$.!700

,.00 2.00

M%! , O*'%

hh hh hh M%&'#%3+

*+ p2

024#0400,4 024#0400,, 02,#020000

-A(ERA OR"%%O (E 2) 6 4) -A(ERA OR"%%O (E 1) 6 10) A%QRA" CO-O PRE'ER&A"E

0##7010001


Partida

0K.09

Rendimiento

/DIA

C,#$!

D+)'#)# R)'+!

p2 p2 +;n

2.5$00 7.2200 0.#,00

2.00 2.00 20.00

9-O

#.0000

$0.02

Costo unitario directo por : m

17.11

E4#!+

ARRIOSTRE ENTRE TIERALES 2" x 9" , %,'% '!&$#,% )! %34#&'

EQ. 25.0000

25.0000

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 1.0000

0.#200 0.#200

17.27 1#.1$

*+ p2 +;n

0.0,00 2.4100 0.1000

,.00 2.00 20.00

9-O

#.0000

$.7,


52.25

M%! , O*'%

0147010002 0147010004

OPERARO PEO"

hh hh

02021000$$ 024#0400,4 02,#020000

C%A&O' (E 2) A 4) -A(ERA OR"%%O (E 2) 6 4) A%QRA" CO-O PRE'ER&A"E

0##7010001


Partida

0K.05

Rendimiento

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D+)'#)# R)'+!

M%&'#%3+

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COBERTURA DE CALAMINA CORRUGADA BG-0 6 #). )!''%+ 2".

EQ. 15.0000

15.0000

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 2.0000

0.,### 1.0!!7

17.27 1#.1$

*+ *+ P2. P2. +;n p;n

0.0,00 0.0500 0.,#00 2.4000 0.0210 0.5$00

,.00 5.00 1.,0 2.00 20.00 24.00

9-O

#.0000

2#.25


27.83

M%! , O*'%

0147010002 0147010004

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hh hh

02021000$$ 02021#0021 024#0$0001 024##00004 02,#020000 02,!$7000#

C%A&O' (E 2) A 4) C%A&O' PARA CA%A-"A -A(ERA CORRE"E CAA/A O '-%AR3 andamio -A(ERA COPAA (E 2)=#) A%QRA" CO-O PRE'ER&A"E CA%A-"A CORRA(A (E >"C # = !?#0

0##7010001


Partida

0K.06

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/DIA

C,#$!

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M%&'#%3+

E4#!+

RISO DE CALAMINA CORRUGADA

EQ. 0.0000

0.0000

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 2.0000

0.2!!7 0.,###

17.27 1#.1$

*+ p2 p2 p;n

0.!,00 2.#,00 0.4!00 0.#000

,.00 2.00 1.,0 24.00

9-O

#.0000

11.!4


12.65

M%! , O*'%

hh hh M%&'#%3+

02020100!! 024#010071 02440100,, 02,!$7000,

C%A&O' (E 1 12) -A(ERA OR"%%O (E 2) 6 2) -A(ERA CAA/A O '-%AR CA%A-"A CORRA(A (E >"C 0.5#  1.50 m ? 0.2! mm

0##7010001


Partida

0K.07

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/DIA

C,#$!

D+)'#)# R)'+!

0147010002 0147010004

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E4#!+

CUMBRERA DE PLANCHA GAL=ANI:ADA DE :INC LISO 70.0000

EQ. 70.0000 U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 1.0000

0.114# 0.114#

17.27 1#.1$

0.0255 0.#400

5.00 2!.00

M%! , O*'%

hh hh M%&'#%3+

02021#0021 02,!$5000,

C%A&O' PARA CA%A-"A >"C %'O 0.2! mm #  !3

*+ p;n

E4#!+

0##7010001


Partida

10.01

Rendimiento

M2./DIA

C,#$!

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9-O

#.0000

#.45


83.69

CIELORASO DE PANEL P=C )! &'%. 2"x2".

EQ. 15.0000

15.0000

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 1.0000

0.,### 0.,###

17.27 1#.1$

*+ *+ p2 m2 p2

0.0100 0.1,00 #.,000 1.4000 1.5500

7.00 ,.00 2.00 40.00 1.,0

9-O

,.0000

1!.24


7.31

M%! , O*'%

hh hh M%&'#%3+

02020100!2 02021000$$ 024#010111 024#4000#7 02440100,,

C%A&O' (E 1) C%A&O' (E 2) A 4) -A(ERA OR"%%O O '-%AR de 2)  2) PA"E% P&C PARA CE%ORA'O -A(ERA CAA/A O '-%AR

0##7010001


Partida

11.01

Rendimiento

2/DIA

C,#$!

D+)'#)# R)'+!

E4#!+

PINTURA LATE EN MUROS ETERIORES 2 %!+

EQ. 98.0000

98.0000

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 1.0000

0.1!!7 0.1!!7

17.27 1#.1$

;s +;n p;+

0.0400 0.0,,0 0.0200

7.00 #2.00 2.00

9-O

#.0000

,.05


11.49

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0147010002 0147010004

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hh hh

02#0$00002 02,40100,1 02$!020002

-PR-A"E , Di;o+ramos P"RA %AE6 (E PR-ERA CA%(A( %
0##7010001


Partida

11.02

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M2./DIA

C,#$!

D+)'#)# R)'+!

0147010002 0147010004

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M%&'#%3+

E4#!+

PINTURA ANTICORROSI=A EN COBERTURA 2 %!+ '>#! 3%>%,!.

EQ. 5.0000

5.0000

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 1.0000

0.225! 0.225!

17.27 1#.1$

*+ p;+ P2. +;n +;n

0.2000 0.0#,0 0.2,00 0.02,0 0.0,,0

,.00 2.00 1.,0 22.00 42.00

9-O

#.0000

!.$7

Costo unitario directo por : -%.

8.49

M%! , O*'%

hh hh M%&'#%3+

022$210010 02#$010027 024#0$0001 02,#0#0027 02,4210001

GA8PE %
0##7010001


Partida

11.0

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ML./DIA

C,#$!

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022$210010 02#$010027 024#0$0001 02,#0#0027 02,4210001

GA8PE %
E4#!+

PINTURA ANTICORROSI=A EN BARANDA G ? " 2 %!+ '>#! 3%>%,!. 60.0000

EQ. 60.0000 U#,%,

C%,'#33%

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P')#! S/.

1.0000 1.0000

0.1### 0.1###

17.27 1#.1$

0.2000 0.0#,0 0.2,00 0.02,0 0.0,,0

,.00 2.00 1.,0 22.00 42.00

M%! , O*'%

hh hh M%&'#%3+

E4#!+

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0##7010001


Partida

11.09.01

Rendimiento

M2./DIA

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60.43

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EQ. K0.0000

K0.0000

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C%,'#33%

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1.0000 1.0000 5.0000

0.055$ 0.055$ 0.7111

17.27 14.!, 1#.1$

0.0200 0.1200 0.0,00 1.!000 0.!000

,.00 #0.00 #.00 2!.00 2.20

#.0000 0.055$

12.22 12.00


21.22

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0147010002 014701000# 0147010004


hh hh hh M%&'#%3+

02021000$$ 0204010005 0204120001 0221000000 024#1!00,2

C%A&O' (E 2) A 4) ARE"A AA CE-E"O POR%A"( PO  RE%A (E -A(ERA

*+ m# -#. ;s p2

0##7010001 0#45010011


Partida

11.09.02

Rendimiento

M2./DIA

C,#$!

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ENCORADO  DESENCORADO DE =EREDA @9"

EQ. 16.0000

16.0000

U#,%,

C%,'#33%

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1.0000 1.0000

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0.2!00 0.1!00 #.#,00

4.00 ,.00 1.,0

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7.57

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014701000# 0147010004

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hh hh

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0##7010001


Partida

11.09.0

Rendimiento

/DIA

C,#$!

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RELLENO DE UNTA CON MORTERO ASALTICO 19 E@1" H@9"

EQ. 900.0000

900.0000

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 #.0000

0.0200 0.0!00

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m# +;n

0.0#00 0.2200

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31.98

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0147010002 0147010004

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hh hh M%&'#%3+

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0##7010001


Partida

12.01

Rendimiento

/DIA

C,#$!

D+)'#)# R)'+!

CANALETA DE E=ACUACION PLU=IAL )/3&! , +;)#!. +!3,%,. < )!3!). 90.0000

EQ. 90.0000 U#,%,

C%,'#33%

C%&#,%,

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1.0000 2.0000

0.2000 0.4000

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0.0#00 0.1000 0.#400 1.0000

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0147010002 0147010004

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02021000$$ 022$,00011 02,!$5000, 0271700001

C%A&O' (E 2) A 4) E'AHO >"C %'O 0.2! mm #  !3 A"C/O' PARA 'OPORE (E CA"A%EA CPintura AnticorrosiIa

M%&'#%3+

E4#!+

0##7010001


Partida

12.02

Rendimiento

/DIA

C,#$!

D+)'#)# R)'+!

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02021#0012 021#,10002 02720100## 027#110004

'OPORE ARA>A(ERA P 4)?!) PEA-E"O ERA P&C 'A% J 4) CO(O' P&C 'A% 4) 6 $0@

0##7010001


Partida

1.01

Rendimiento

3/DIA

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BAADAS DE AGUAS PLU=IALES Q 9"

EQ. 19.0000

19.0000

U#,%,


25.45

C%,'#33%

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1.0000 0.,000

0.,714 0.25,7

17.27 1#.1$

und +;n m pKa

0.0700 0.0140 1.0000 0.4!00

4.00 ,0.00 7.50 !.00

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1#.!4

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62.07

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hh hh M%&'#%3+

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BARANDA DE G DE ? "

EQ. 8.0000

8.0000

U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000 1.0000

1.0000 1.0000

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0.1000 1.0,00 0.2,00

$5.00 5.00 2.00

#.0000 1.0000

#0.4! 12.00


350.00

M%! , O*'%

hh hh M%&'#%3+

022$,000#, 02!,#0000! 02$!020001

'O%(A(RA CE%%OCOR( !011 ? 15) ERA (E FERRO A%&A">A(O #) %
*+ m p;+

0##7010001 0#452100!4

/ERRA-E"A' -A"A%E' -AQ"A 'O%(A(ORA

Partida

1.02

Rendimiento

,/DIA

C,#$!

D+)'#)# R)'+!

0212100100

P%ACA RECOR(AORA (E RO"CE (E 0.40  0.!0m

E4#!+

9-O hm

1.0000

PLACA RECORDATORIA DE BRONCE DE 0.90 x 0.60 1.0000

EQ. 1.0000 U#,%,

C%,'#33%

C%&#,%,

P')#! S/.

1.0000

#,0.00

M%&'#%3+

und

P%')#%3 S/.

4!.0, #,.17 81.22

#.2, 42.00 100.00 #55.50 59.05

2.44 2.99

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4.!1 10.,, 15.16

1.#0 1.#0 2.10 !.,0 0.!0 $.00 11.,, !.00 8.5

0.#0 0.0

P%')#%3 S/.

!0.00 60.00

P%')#%3 S/.

1#5.1! 10,.,2 29.68

14.7! 141.40 54.,0 290.66

4.57 9.87

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#.17 .17

0.0! 0.06

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0.25 0.2# 0.42 0.K

0.05 0.#0 0.8

0.0# 0.1$ 0.22

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#4.,4 2$.#0 ,2.7! 116.60

72.00 1.$2 7.K2

#.,0 14.00 17.50

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2!.#5 26.8

0.7$ 0.7K

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2!.#5 26.8

0.,# 0.5

P%')#%3 S/.

21.10 21.10

1.0! 1.06

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11.72 10.,, 22.27

0.74 #0.!0 1.9

0.!7 $.!0 10.27

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7.51 7.0# 19.89

0.74 #$.00 K.79

0.4, !.40 6.85

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1.17 2.11 .28

0.#, 0.5

0.07 0.40 0.97

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1,.07 15.07

0.4, 0.95

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1.54 4.$2

6.76

1.5$ 0.02 4.51 6.72

0.20 0.!4 0.89

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1$.74 5.#7 $0.4, 118.56

#!.00 0.,! #01.!0 8.16

#.,! !.5! !.5! 17.28

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0.,, 0.47 1.02

0.20 #.25 .98

0.0# 0.1! 0.1K

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4.00 9.00

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10.!# 15.0# 28.66

1.!, 1.20

5.0# 10.88

0.5! 0.86

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2#.0# $.77 57.$# 120.7

#!.00 0.,, #01.!0 8.15

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5.!4 7.## 15.K7

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0.50 0.80

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1#.52 11.72 54.42 10K.K6

#!.00 0.,! #01.!0 8.16

#.#0 $.!0 $.!0 22.50

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0.20 #.25 .98

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4.00 9.00

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11.,1 $.77 21.28

1.7, 1.40 11.2, 19.90

0.!4 0.69

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1#.52 11.72 10,.,2 11.06

#!.00 0.,! #01.!0 8.16

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0.20 #.25 .98

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4.00 9.00

0.0# 0.1! 0.1K

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1,.#, 1#.02 28.7

1.7, 1.20 10.07 1.02

0.5, 0.85

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5.!4 7.## ,2.7! 68.7

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0.20 2.$2 .12

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$.21 7.51 17.02

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5.!4 7.## 5,.74 101.71

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2.0# !.00 !.00 19.0

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0.45 0.98

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0.20 #.25 .98

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4.00 9.00

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$.57 5.#7 #0.1, 98.K

#!.00 0.,, ##!.$! 7.51

1.4, !.5! !.5! 15.17

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$.21 7.51 17.02

1.20 1.,, $.#0 12.05

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0.20 2.$2 .12

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17.27 $.5$ 27.16

0.10 0.$0 0.02 24.,0 10.40 0.!$ 6.61

0.51 0.81

P%')#%3 S/.

17.27 $.5$ 27.16

0.10 0.$0 0.02 22.40 10.40 0.!$ 9.51

0.51 0.81

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2#.0# 17.,$ 90.62

0.10 0.,1 0.4# 4,.$0 4.,, 0.!$

52.18

1.22 1.22

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17.27 1#.1$ 0.96

0.10 0.,1 0.4# 4,.$0 4.,, 0.!$ 52.18

0.$1 0.K1

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$.21 7.51 17.02

1.04 0.50 !.70 8.59

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0.10 0.45 0.01 #.1, 0.!$ 0.0! 9.9K

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$.21 4.!$ 1.K0

0.10 0.45 0.01 #.1,

0.!$ 0.0! 9.9K

0.42 0.92

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17.27 $.5$ 27.16

0.10 0.,4 0.01 #.02 0.!$ 0.0! 0.!0 5.02

0.51 0.81

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Análisis de Precios Unitarios Proyecto Nichos

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