Analisis de Costos Unitarios Ica

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S10

Análisis de precios unitarios 0202047 0202047 CONSTRUCCION CONSTRUCCION DE MODULO HABITACIONAL HABITACIONAL VIVIENDA VIVIENDA DIGNA DIGNA

Presupuesto Subpresupuesto

001 CONSTRUCCION CONSTRUCCION DE MODULO HABITACIONAL HABITACIONAL VIVIENDA VIVIENDA DIGNA DIGNA

Partida

01.01.01

Rendimiento

glbDIA

C! " #g $

D%&'(#)'#!* R%'+(&$

MOVILIZACION Y DESMOVILIZACION DE EQUIPOS 1.0000

EQ. 1.0000

U*#","

Costo unitario directo por : glb

C+,"(#ll,

734.40

C,*-#","

P(%'#$ S.

1.0000

7!4.40

Costo unitario directo por : m2

3.44

M,-%(#,l%& 02720400!

"#$%&%'(C%#) * +ES"#$%&%'(C%#)

Partida

01.01.02

Rendimiento

2DIA

C! " #g $

D%&'(#)'#!* R%'+(&$

glb

LIMPIEZA DE TERRENO MANUAL /.0000

EQ. /.0000

U*#","

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 0101010002

C(P(,('

--

0.1000

0.0211

20.!

010101000

PE#)

--

1.0000

0.210

1!.77

!.0000

!.!4


2.59

E+#)$& 0!0101000

/ERR("%E),(S "()(&ES

Partida

01.01.0/

Rendimiento

2DIA

C! " #g $

D%&'(#)'#!* R%'+(&$

mo

TRAZO NIVELES Y REPLANTEO PRELIMINAR 1.0000

EQ. 1.0000

U*#","

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 0101010002

C(P(,('

--

0.1000

0.002

20.!

010101000

PE#)

--

1.0000

0.01

1!.77

01010!0000

,#P#R(3#

--

1.0000

0.01

20.!

01010!000

(*+(),E +E ,#P#R(3#

--

1.0000

0.01

1!.77

Partida

01.01.04

Rendimiento

2DIA


2.59

C! " #g $

D%&'(#)'#!* R%'+(&$

TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO 1.0000

EQ. 1.0000

U*#","

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 0101010002

C(P(,('

--

0.1000

0.002

20.!

010101000

PE#)

--

1.0000

0.01

1!.77

01010!0000

,#P#R(3#

--

1.0000

0.01

20.!

01010!000

(*+(),E +E ,#P#R(3#

--

1.0000

0.01

1!.77

Partida

01.01.0

Rendimiento

/DIA

Costo unitario directo por : m!

37.28

E3CAVACION ZA ZANAS PCIMIENTOS MAT. SUELTO H51.00 M. /.000

EQ. /.000

C! " #g $

D%&'(#)'#!* R%'+(&$

U*#","

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 0101010002

C(P(,('

--

0.1000

0.225

20.!

010101000

PE#)

--

1.0000

2.257

1!.77

!.0000

!.1

E+#)$& 0!0101000

/ERR("%E),(S "()(&ES

mo

S10




Partida

01.01.06

Rendimiento

2DIA

C! " #g $

D%&'(#)'#!* R%'+(&$

REINE NIVELACION Y COMPACTADO DE TERRENO NORMAL CPISON MANUAL 27.0000

EQ. 27.0000

U*#","


12.51

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 0101010002

C(P(,('

--

0.1000

0.02

20.!

010101000

PE#)

--

1.0000

0.2!

1!.77

E+#)$& 0!0101000

/ERR("%E),(S "()(&ES

mo

!.0000

4.

0!01!0011

P%S#) +E C#)CRE,#

m!

0.0!20

240.00

Partida

01.01.07

Rendimiento

/DIA


60.04

C! " #g $

D%&'(#)'#!* R%'+(&$

ELIMINACION DE MATERIAL CARGUIO MANUAL CVOLQUETE 6 M/ DM510 8M 60.0000

EQ. 60.0000

U*#","

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 0101010002

C(P(,('

--

0.1000

0.01!!

20.!

0101010010

#PER(+#R C/#3ER

--

1.0000

0.1!!!

15.25

E+#)$& 0!01220015

C("%#) $#&QE,E  "!

-m

.5

1.!!!!

!7.00

0!0122001

#PER. C("%#)  "!

-m

.5

1.!!!!

.00

Partida

01.02.01

Rendimiento

2DIA


25.77

C! " #g $

D%&'(#)'#!* R%'+(&$

SOLADO PARA CIMENTACION C9H 1910 E52: 12.0000

EQ. 12.0000

U*#","

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 0101010002

C(P(,('

--

0.1000

0.07

20.!

010101000!

#PER(R%#

--

1.0000

0.7

15.25

010101000

PE#)

--

1.0000

0.7

1!.77

M,-%(#,l%&

02070!0001

/#R"%#)

m!

0.000

4.00

021!010001

CE"E),# P#R,&()+ ,%P# % 642. g8

bol

0.000

17.0

mo

!.0000

22.7


277.10

E+#)$& 0!0101000

/ERR("%E),(S "()(&ES

Partida

01.02.02

Rendimiento

/DIA

C! " #g $

D%&'(#)'#!* R%'+(&$

CONCRETO CICLOPEO 19 ; P.M. EQ. /0.0000

/0.0000

U*#","

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 0101010002

C(P(,('

--

0.2000

0.0!!

20.!

010101000!

#PER(R%#

--

2.0000

0.!!!

15.25

0101010004

#3%C%(&

--

2.0000

0.!!!

1.!1

010101000

PE#)

--

12.0000

!.2000

1!.77

0101010000002

#PER(+#R +E EQ%P# &%$%()#

--

2.0000

0.!!!

1.!1

S10


Presupuesto


Subpresupuesto

M,-%(#,l%& 020101002!

(CE%,E "#,#R (S#&%)( S(E !09

gal

0.0100

7.00

0201020014

R(S( "&,%P&E EP

lbs

0.0200

1.00

02010!0001000

(S#&%)( 54 #C,()#S R%3# C/%)C/(

gal

0.!000

1.!0

020701000

P%E+R( "E+%()(

m!

0.5000

0.00

02070200010002

(RE)( RES(

m!

0.000

4.00

021!010001

CE"E),# P#R,&()+ ,%P# % 642. g8

bol

.000

17.0

0201!0021

((

m!

0.1500

.5

!.0000

71.2!

E+#)$& 0!0101000

/ERR("%E),(S "()(&ES

mo

0!01200010007

$%R(+#R +E C#)CRE,# 4 /P 1.0;

-m

!.0000

0.5000

7.0

0!012000!000

"E'C&(+#R( +E C#)CRE,# ,. ,("#R 2! /P 11P!

-m

!.0000

0.5000

15.7

Partida

01.0 01.0/. /.01 01.0 .011

CONCRE CON CRETO TO PREM PREMEZ EZCL CLADO ADO I> P P VIG VIGAS AS DE DE CIM CIMEN ENTTACIO ACION N

Rendimiento

/DIA

2.0000

C! " #g $

D%&'(#)'#!* R%'+(&$

EQ. 2.0000

U*#","


317.84

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 0101010002

C(P(,('

--

1.0000

0.!200

20.!

010101000!

#PER(R%#

--

2.0000

0.400

15.25

0101010004

#3%C%(&

--

1.0000

0.!200

1.!1

010101000

PE#)

--

4.0000

1.2500

1!.77

010101000000!

#PER(+#R +E EQ%P# &%$%()# 1

--

1.0000

0.!200

15.25

1.0200

22.00

M,-%(#,l%& 021040004

C#)CRE,# 3?C"2

m!

02100002

SER$%C%# +E #"( ,E&ESC#P%C(

m!

0.225

0.00

!.0000

4.5

0.225

.

E+#)$& 0!0101000

/ERR("%E),(S "()(&ES

mo

0!01200010002

$%R(+#R +E C#)CRE,# 4 /P 1.2;

-m

Partida

01.0/.01.02

Rendimiento

gDIA

C! " #g $

D%&'(#)'#!* R%'+(&$

0.7144

ACERO Y  Y5 000 8GCM RED520 8GDIA =REUERZO? MALLA DO@ELL? Q51> EQ. 240.0000

240.0000

U*#","

Costo unitario directo por : g

4.18

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 0101010002

C(P(,('

--

0.1000

0.00!!

20.!

010101000!

#PER(R%#

--

1.0000

0.0!!!

15.25

0101010004

#3%C%(&

--

1.0000

0.0!!!

1.!1

M,-%(#,l%& 02040100020001

(&("RE )ER# )@ 1

g

0.0!00

4.7

027104002

(RR( +E (CER#

g

1.0000

2.51

mo

!.0000

1.1


51.66

E+#)$& 0!0101000

/ERR("%E),(S "()(&ES

S10




Partida

01.0/.01.0/

Rendimiento

2DIA

C! " #g $

D%&'(#)'#!* R%'+(&$

ENCORADO Y DESENCORADO CARAVISTA PLATEA DE CIMENTACION 10.0000

EQ. 10.0000

U*#","

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 0101010002

C(P(,('

--

0.1000

0.0500

20.!

010101000!

#PER(R%#

--

1.0000

0.5000

15.25

0101010004

#3%C%(&

--

1.0000

0.5000

1.!1

M,-%(#,l%& 0204010011

(&("RE )ER# REC#C%+# 9 )A 05

g

0.2000

4.0

020412000

C&($#S C?C(E'( P?C#)S,RCC%#)

g

0.2000

4.7

0222140010

+ES"#&+(+#R P(R( E)C#3R(+#

g

0.027

.!!

02!1010001

"(+ER( ,#R)%&&#

p2

!.2000

4.!

02!100001000

,R%P&(* &P)( 4 B 5 B 15 mm P?E)C#3R(+#

pa

0.0441

50.00

mo

.0000

25.2

E+#)$& 0!0101000

/ERR("%E),(S "()(&ES

Partida

01.0/.01.04

ENCORADO Y DESENCORADO DE DE VIGAS DE CIMENTACION

Rendimiento

2DIA

C! " #g $

D%&'(#)'#!* R%'+(&$

EQ. 12.0000

12.0000

U*#","


46.68

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 0101010002

C(P(,('

--

0.1000

0.07

20.!

010101000!

#PER(R%#

--

1.0000

0.7

15.25

0101010004

#3%C%(&

--

1.0000

0.7

1.!1

M,-%(#,l%& 0204010011

(&("RE )ER# REC#C%+# 9 )A 05

g

0.2000

4.0

020412000

C&($#S C?C(E'( P?C#)S,RCC%#)

g

0.2000

4.7

0222140010

+ES"#&+(+#R P(R( E)C#3R(+#

g

0.027

.!!

02!1010001

"(+ER( ,#R)%&&#

p2

!.2000

4.!

02!100001000

,R%P&(* &P)( 4 B 5 B 15 mm P?E)C#3R(+#

pa

0.0441

50.00

mo

.0000

2!.75

E+#)$& 0!0101000

/ERR("%E),(S "()(&ES

Partida

01.0 01.0/. /.02 02.0 .011

CONCRE CON CRETO TO C5 C517 17 8G 8GCM CM22 =PI =PIED EDRA RA 2 CEME CEMENT NTO O TIP TIPO O I>? I>? MURO MURO PLAC PLACA A ARM ARMADA ADA INCL INCLUY UYEE BOM BOMBA BA

Rendimiento

/DIA

/0.0000

C! " #g $

D%&'(#)'#!* R%'+(&$

EQ. /0.0000

U*#","


348.31

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 0101010002

C(P(,('

--

0.1000

0.027

20.!

010101000!

#PER(R%#

--

2.0000

0.!!!

15.25

0101010004

#3%C%(&

--

1.0000

0.27

1.!1

010101000

PE#)

--

4.0000

1.07

1!.77

010101000000!

#PER(+#R +E EQ%P# &%$%()# 1

--

1.0000

0.27

15.25

M,-%(#,l%& 02104000

C#)CRE,# 3?C"2

m!

1.0200

2.70

02100002

SER$%C%# +E #"( ,E&ESC#P%C(

m!

1.0000

0.00

!.0000

!!.

0.27

.

S10



001 CONSTRUCCION CONSTRUCCION DE MODULO HABITACIONAL HABITACIONAL VIVIENDA VIVIENDA DIGNA DIGNA E+#)$&

0!0101000

/ERR("%E),(S "()(&ES

mo

0!01200010002

$%R(+#R +E C#)CRE,# 4 /P 1.2;

-m

Partida

01.0/.02.02

Rendimiento

gDIA

1.0000

ACERO Y  Y5 000 8GCM =MALLA ELECTROSOLDADA? QE16? QE27? QE1? RE. 12 MM.> 20.0000

EQ. 20.0000


4.63

C!"#g$

D%&'(#)'#!* R%'+(&$

U*#","

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 0101010002

C(P(,('

--

0.1000

0.00!2

20.!

010101000!

#PER(R%#

--

1.0000

0.0!20

15.25

0101010004

#3%C%(&

--

2.0000

0.040

1.!1

M,-%(#,l%& 02040100020001

(&("RE )ER# )@ 1

g

0.0!00

4.7

02041000

"(&&( +E (CER# E&EC,R#S#&+(+(

g

1.0000

2.51

mo

!.0000

1.!


57.88

E+#)$& 0!0101000

/ERR("%E),(S "()(&ES

Partida

01.0/.02.0/

Rendimiento

2DIA

C!"#g$

D%&'(#)'#!* R%'+(&$

ENCORADO Y DESENCORADO CARAVISTA MUROS DE CONCRETO 10.0000

EQ. 10.0000

U*#","

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 0101010002

C(P(,('

--

0.1000

0.0500

20.!

010101000!

#PER(R%#

--

1.0000

0.5000

15.25

0101010004

#3%C%(&

--

1.0000

0.5000

1.!1

M,-%(#,l%& 0204010011

(&("RE )ER# REC#C%+# 9 )A 05

g

0.2000

4.0

020412000

C&($#S C?C(E'( P?C#)S,RCC%#)

g

0.2000

4.7

0222140011

+ES"#&+(+#R P(R( E)C#3R(+# 1

g

0.027

.00

02!101000

"(+ER( ,#R)%&&# 1

p2

!.2000

.0

02!100001000

,R%P&(* &P)( 4 B 5 B 15 mm P?E)C#3R(+#

pa

0.0441

50.00

mo

.0000

25.2

E+#)$& 0!0101000

/ERR("%E),(S "()(&ES

Partida

01.0/.0/.01

CONCRETO PREMEZCLADO C517 8GCM2 =PIEDRA 7 CEMENTO PORTLAND TIPO I> EN LOSA DE TECHO

Rendimiento

/DIA

0.0000

C!"#g$

D%&'(#)'#!* R%'+(&$

EQ. 0.0000

U*#","


333.71

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 0101010002

C(P(,('

--

0.1000

0.010

20.!

010101000!

#PER(R%#

--

2.0000

0.!200

15.25

0101010004

#3%C%(&

--

1.0000

0.100

1.!1

010101000

PE#)

--

4.0000

0.400

1!.77

010101000000!

#PER(+#R +E EQ%P# &%$%()# 1

--

1.0000

0.100

15.25

M,-%(#,l%& 02104000

C#)CRE,# 3?C"2

m!

1.0200

2.70

02100002

SER$%C%# +E #"( ,E&ESC#P%C(

m!

1.0000

0.00

S10

Análisis de precios unitarios Presupuesto Subpresupuesto

0202047 CONSTRUCCION DE MODULO HABITACIONAL VIVIENDA DIGNA 001 CONSTRUCCION DE MODULO HABITACIONAL VIVIENDA DIGNA

E+#)$& 0!0101000

/ERR("%E),(S "()(&ES

mo

0!01200010002

$%R(+#R +E C#)CRE,# 4 /P 1.2;

-m

Partida

01.0/.0/.02

Rendimiento

gDIA

C!"#g$

D%&'(#)'#!* R%'+(&$

!.0000

20.!

0.100

.


5.04

1.0000

ACERO Y5 000 8GCM =ACERO TRIILADO . MM? 7./ MM? 11.7 MM.> 200.0000

EQ. 200.0000

U*#","

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 0101010002

C(P(,('

--

0.1000

0.0040

20.!

010101000!

#PER(R%#

--

1.0000

0.0400

15.25

0101010004

#3%C%(&

--

2.0000

0.0500

1.!1

M,-%(#,l%& 0204010012

(&("RE )D 1 REC#C%+# +C,%&

g

0.0!00

4.7

027104004

(RR( +E (CER# 7.! "" . "" 11.7 "".

g

1.0000

2.51

mo

!.0000

2.0!


57.88

E+#)$& 0!0101000

/ERR("%E),(S "()(&ES

Partida

01.0/.0/.0/

Rendimiento

2DIA

C!"#g$

D%&'(#)'#!* R%'+(&$

ENCORADO Y DESENCORADO CARAVISTA DE LOSA DE TECHO EQ. 10.0000

10.0000

U*#","

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 0101010002

C(P(,('

--

0.1000

0.0500

20.!

010101000!

#PER(R%#

--

1.0000

0.5000

15.25

0101010004

#3%C%(&

--

1.0000

0.5000

1.!1

M,-%(#,l%& 0204010011

(&("RE )ER# REC#C%+# 9 )A 05

g

0.2000

4.0

020412000

C&($#S C?C(E'( P?C#)S,RCC%#)

g

0.2000

4.7

0222140011

+ES"#&+(+#R P(R( E)C#3R(+# 1

g

0.027

.00

02!101000

"(+ER( ,#R)%&&# 1

p2

!.2000

.0

02!100001000

,R%P&(* &P)( 4 B 5 B 15 mm P?E)C#3R(+#

pa

0.0441

50.00

mo

.0000

25.2


16.99

E+#)$& 0!0101000

/ERR("%E),(S "()(&ES

Partida

01.04.01

Rendimiento

2DIA

C!"#g$

D%&'(#)'#!* R%'+(&$

SOLAQUEO DE MUROS Y TECHO 1.0000

EQ. 1.0000

U*#","

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 0101010002

C(P(,('

--

0.1000

0.0444

20.!

010101000!

#PER(R%#

--

1.0000

0.4444

15.25

M,-%(#,l%&

021!010001

CE"E),# P#R,&()+ ,%P# % 642. g8

bol

0.1200

17.0

021!0!000

*ES#

bol

0.0700

!.00

02720400

RE&( +E (&"%)%#

m

0.120

2.00

!.0000

.04


18.82

S10

Análisis de precios unitarios 0202047 CONSTRUCCION DE MODULO HABITACIONAL VIVIENDA DIGNA

Presupuesto

001 CONSTRUCCION DE MODULO HABITACIONAL VIVIENDA DIGNA

Subpresupuesto

E+#)$& 0!0101000

/ERR("%E),(S "()(&ES

Partida

01.0.01

Rendimiento

2DIA

C!"#g$

D%&'(#)'#!* R%'+(&$

mo

PULIDO DE PISO DE CONCRETO C5140 8GCM2 COCRE 191 MM. 7.2100

EQ. 7.2100

U*#","

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 0101010002

C(P(,('

--

0.2000

0.0250

20.!

010101000!

#PER(R%#

--

4.0000

0.!

15.25

0101010004

#3%C%(&

--

1.0000

0.1!5

1.!1

M,-%(#,l%& 02070200010001

(RE)( 3%)(

m!

0.0210

4.00

021!010001

CE"E),# P#R,&()+ ,%P# % 642. g8

bol

0.070

17.0

021!00001

#CRE

g

0.0200

12.00

02720400

RE&( +E (&"%)%#

m

0.120

2.00

mo

!.0000

12.4


62.80

E+#)$& 0!0101000

/ERR("%E),(S "()(&ES

Partida

01.0.02

Rendimiento

2DIA

C!"#g$

D%&'(#)'#!* R%'+(&$

PISO DE CERAMICA COLOR DE 4 3 4 COCINA Y BAO 1.0000

EQ. 1.0000

U*#","

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 0101010002

C(P(,('

--

0.1000

0.0!!

20.!

010101000!

#PER(R%#

--

1.0000

0.!!!

15.25

0101010004

#3%C%(&

--

1.0000

0.!!!

1.!1

M,-%(#,l%& 021!070001

3R((

g

0.2000

12.00

02220500!

PE("E),#

bol

0.2000

2.00

0220201!7

CER("%C( CE&%"( 0.4 F 0.4 cm

m2

1.0200

!.00

020150010

SEP(R(+#RES

cto

0.1000

1.20

mo

!.0000

1.01

E+#)$& 0!0101000

/ERR("%E),(S "()(&ES

Partida

01.06.01

CONTRAZOCALO DE CEMENTO PULIDO 100 MM.

Rendimiento

DIA

C!"#g$

D%&'(#)'#!* R%'+(&$

1.0000

EQ. 1.0000

U*#","

Costo unitario directo por : m

23.41

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 0101010002

C(P(,('

--

0.1000

0.0!!

20.!

010101000!

#PER(R%#

--

1.0000

0.!!!

15.25

01010!0010

(*+(),E

--

1.0000

0.!!!

1!.77

M,-%(#,l%& 0240150011

"%CR#CE"E),#

bol

0.0200

2.00

0211400010011

RG(

m

0.!!!!

12.0

!.0000

15.1


60.91

S10



001 CONSTRUCCION DE MODULO HABITACIONAL VIVIENDA DIGNA E+#)$&

0!0101000

/ERR("%E),(S "()(&ES

Partida

01.07.01

Rendimiento

2DIA

C!"#g$

D%&'(#)'#!* R%'+(&$

mo

CERAMICA CELIMA 0.2 3 0.40 M. COCINA SERIE LISOS COLOR 1.0000

EQ. 1.0000

U*#","

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 0101010002

C(P(,('

--

0.1000

0.0421

20.!

010101000!

#PER(R%#

--

2.0000

0.5421

15.25

0101010004

#3%C%(&

--

1.0000

0.4211

1.!1

M,-%(#,l%& 021!070001

3R((

g

0.2000

12.00

02220500!

PE("E),#

bol

0.2000

2.00

0220201!5

CER("%C( CE&%"( 0.2 F 0.40 cm

m2

1.0000

!0.00

020150010

SEP(R(+#RES

cto

0.1000

1.20

mo

!.0000

22.71


73.36

E+#)$& 0!0101000

/ERR("%E),(S "()(&ES

Partida

01.07.02

Rendimiento

2DIA

C!"#g$

D%&'(#)'#!* R%'+(&$

CERAMICA CELIMA 0.2 3 0.40 M. BAO SERIE LISOS COLOR 12.4000

EQ. 12.4000

U*#","

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 0101010002

C(P(,('

--

0.1000

0.04

20.!

010101000!

#PER(R%#

--

2.0000

1.20!

15.25

0101010004

#3%C%(&

--

1.0000

0.42

1.!1

M,-%(#,l%& 021!070001

3R((

g

0.2000

12.00

02220500!

PE("E),#

bol

0.2000

2.00

0220201!5

CER("%C( CE&%"( 0.2 F 0.40 cm

m2

1.0000

!0.00

020150010

SEP(R(+#RES

cto

0.1000

1.20

mo

!.0000

!4.50


15.20

E+#)$& 0!0101000

/ERR("%E),(S "()(&ES

Partida

01.07.0/

Rendimiento

DIA

C!"#g$

D%&'(#)'#!* R%'+(&$

CENEA DE CERAMICA 0.6 3 0./ CM. 20.0000

EQ. 20.0000

U*#","

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 0101010002

C(P(,('

--

0.1001

0.0400

20.!

010101000!

#PER(R%#

--

1.0001

0.4000

15.25

M,-%(#,l%& 021!070001

3R((

g

0.0200

12.00

02220500!

PE("E),#

bol

0.0200

2.00

02710400!

CE)E3( CE&%"( /=2;

m

1.0000

.!2

S10




Partida

01.0.01

SUM. Y MONT. PUERTAS MADERA CONTRAPL. MARCA DIMER MOD. PRESTIGE 0. 3 2.10 MD CODIGO S8U 20146

Rendimiento

2DIA

/.0000

C!"#g$

D%&'(#)'#!* R%'+(&$

EQ. /.0000

U*#","


354.63

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 0101010002

C(P(,('

--

0.!000

0.5000

20.!

010101000!

#PER(R%#

--

1.0000

2.7

15.25

0101010004

#3%C%(&

--

1.0000

2.7

1.!1

M,-%(#,l%& 020412000

C&($#S C?C(E'( P?C#)S,RCC%#)

g

0.0

4.7

020010001001!

"(RC# +E "(+ER( C/#&() /(%&%,(+#

Hgo

1.0000

!.00

0222110001

C#&( S%),E,%C(

gal

0.1200

1.2

02!700001000

%S(R( 2 1?2; F !; (CER# %)#F.

pa

!.0000

.50

02!501000

&%I( P(R( "(+ER(

-Ha

1.1000

0.71

02001000!

,(R#S +E "(+ER( +E !?5;

pa

.0000

0.2

0210!000!

,#R)%&&# +E (CER# S(E 1020 21?2; F !?4; F 1.2 3%I(R "(RC#

cto

0.000

120.00

027201011

C#),R(P&(C(+( "+3

pa

1.0000

15.0

!.0000

10.05

E+#)$& 0!0101000

/ERR("%E),(S "()(&ES

mo

0!01050001

CEP%&&(+#R( E&EC,R%C(

-m

0.!000

0.5000

.0

0!0105000!0002

S%ERR( C%RC&(R

-m

0.!000

0.5000

4.1!

0!01140012

,(&(+R# "()(&

-m

0.!000

Partida

01.0.02

PUERTA PLEGLABLE MARCA HOGGAN MOD. LUGANO PVC BLANCO 0.0 3 2.00 INC. RIELES IACIONES Y MANILLAS

Rendimiento

2DIA

/.0000

C!"#g$

D%&'(#)'#!* R%'+(&$

EQ. /.0000

U*#","

0.5000


7.00

311.83

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 0101010002

C(P(,('

--

0.!000

0.5000

20.!

010101000!

#PER(R%#

--

1.0000

2.7

15.25

0101010004

#3%C%(&

--

1.0000

2.7

1.!1

M,-%(#,l%& 02!71!000!

CERR(+R( P%C# &#R#

pa

1.0000

2.2

02010001000

&()C# 0.0 F 2.00 %)C. R%E&ES 3%I(C%#)ES * "()%&&(S

pa

1.0000

17.0

0.050

7.00

E+#)$& 0!01140012

,(&(+R# "()(&

Partida

01.0.0/

Rendimiento

2DIA

C!"#g$

D%&'(#)'#!* R%'+(&$

-m

0.0!2!

PUERTA CONTRAPLACADA VAIVEN MARCA MODELMOLD MOD. VERONA 0./ 3 2.10 M. /.0000

EQ. /.0000

U*#","


338.61

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 0101010002

C(P(,('

--

0.!000

0.5000

20.!

010101000!

#PER(R%#

--

1.0000

2.7

15.25

0101010004

#3%C%(&

--

1.0000

2.7

1.!1

S10

Análisis de precios unitarios Presupuesto


Subpresupuesto

001 CONSTRUCCION DE MODULO HABITACIONAL VIVIENDA DIGNA M,-%(#,l%&

020412000

C&($#S C?C(E'( P?C#)S,RCC%#)

g

0.0

4.7

020010001001!

"(RC# +E "(+ER( C/#&() /(%&%,(+#

Hgo

1.0000

!.00

0222110001

C#&( S%),E,%C(

gal

0.1200

1.2

02!700001000

%S(R( 2 1?2; F !; (CER# %)#F.

pa

!.0000

.50

02!501000

&%I( P(R( "(+ER(

-Ha

1.1000

0.71

02001000!

,(R#S +E "(+ER( +E !?5;

pa

.0000

0.2

0210!000!

,#R)%&&# +E (CER# S(E 1020 21?2; F !?4; F 1.2 3%I(R "(RC#

cto

0.000

120.00

02000000010

$ER#)( 0.5! F 2.10 ".

pa

1.0000

145.00

!.0000

10.05

E+#)$& 0!0101000

/ERR("%E),(S "()(&ES

mo

0!01050001


-m

0.!000

0.5000

.0

0!0105000!0002

S%ERR( C%RC&(R

-m

0.!000

0.5000

4.1!

0!01140012

,(&(+R# "()(&

Partida

01.0.04

Rendimiento

2DIA

C!"#g$

D%&'(#)'#!* R%'+(&$

-m

0.027

0.05

7.00

PUERTA MADERA CONTRAPLACADA MARCA DIMER MOD. PRESTIGE 0.7 3 2.10 M. /.0000

EQ. /.0000

U*#","


337.93

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 0101010002

C(P(,('

--

0.200

0.7

20.!

010101000!

#PER(R%#

--

1.0000

2.7

15.25

0101010004

#3%C%(&

--

1.0000

2.7

1.!1

M,-%(#,l%& 020412000

C&($#S C?C(E'( P?C#)S,RCC%#)

g

0.0

4.7

020010001001!

"(RC# +E "(+ER( C/#&() /(%&%,(+#

Hgo

1.0000

!.00

0222110001

C#&( S%),E,%C(

gal

0.1200

1.2

02!700001000

%S(R( 2 1?2; F !; (CER# %)#F.

pa

!.0000

.50

02!71!0004

CERR(+R( PER%&&( P?+#R"%,#R%# R#)CE (),%( R.2

pa

1.0000

2.2

02!501000

&%I( P(R( "(+ER(

-Ha

1.1000

0.71

02001000!

,(R#S +E "(+ER( +E !?5;

pa

.0000

0.2

0210!000!

,#R)%&&# +E (CER# S(E 1020 21?2; F !?4; F 1.2 3%I(R "(RC#

cto

0.000

120.00

02210021

PER,( "(RC( +%"3ER "#+. PRES,%E 0.7 F 2.10 ". C#),R pa

1.0000

125.00

E+#)$& 0!01050001


-m

0.!000

0.5000

.0

0!0105000!0002

S%ERR( C%RC&(R

-m

0.!000

0.5000

4.1!

0!01140012

,(&(+R# "()(&

-m

0.027

0.05

7.00

Partida

01.0.01

Rendimiento

)F,DIA

Costo unitario directo por : pa

322.00

C!"#g$

D%&'(#)'#!* R%'+(&$

VENTANA METALICA H51.20 L51./0 MARCA IMV MODELO ECONOMICO 2.0000

EQ. 2.0000

U*#","

C+,"(#ll,

C,*-#","

P(%'#$ S.

1.0000

4.0000

15.25

M,*$ "% Ob(, 0101010000004

#PER(+#R S#&+(+#R !

--

M,-%(#,l%& 020402001

()&# +E (CER# )ER# 1; F 1; F 1?5; F  ".

m

.0000

.0

020100002

,EE +E (CER# )ER# 1 F 1 F 1?5; F  ".

pa

!.7000

!2.5

024!120004

$%+R%# CR+#

m2

1.00

4.00

02050020

S#&+(+R( CE&&#C#R+ P !?1; E 011

g

0.20

11.5

!.0000

7!.12

4.0000

.00

S10


0202047 CONSTRUCCION DE MODULO HABITACIONAL VIVIENDA DIGNA 001 CONSTRUCCION DE MODULO HABITACIONAL VIVIENDA DIGNA E+#)$&

0!0101000

/ERR("%E),(S "()(&ES

mo

0!01!!0010

EQ%P# +E S#&+(R

-m

1.0000

Partida

01.0.02

Rendimiento

)F,DIA

C!"#g$

D%&'(#)'#!* R%'+(&$

VENTANA METALICA H50./0 L51./0 MARCA IMV MODELO ECONOMICO .0000

EQ. .0000

U*#","


131.92

C+,"(#ll,

C,*-#","

P(%'#$ S.

1.0000

1.000

15.25

M,*$ "% Ob(, 0101010000004

#PER(+#R S#&+(+#R !

--

M,-%(#,l%& 020100002

,EE +E (CER# )ER# 1 F 1 F 1?5; F  ".

pa

0.000

!2.5

024!120004

$%+R%# CR+#

m2

1.00

4.00

02050020

S#&+(+R( CE&&#C#R+ P !?1; E 011

g

0.20

11.5

!.0000

2.2

1.000

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Partida

01.0.0

PUERTA PRINCIPAL METALICA CMARCO 0. 3 2.10 M. MARCA IMV CONTRAPLACADA CPL 1. MM.

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Partida

01.10.01

Rendimiento

2DIA

C!"#g$

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01.10.02

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C!"#g$

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IMPRIMANTE DE CIELO RASO 2.0000

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01.10.0/

Rendimiento

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ACABADO UNA MANO 40.0000

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Presupuesto


Subpresupuesto Partida

01.11.01

Rendimiento

2DIA

C!"#g$

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LIMPIEZA PERMANENTE DE OBRA 2.0000

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01.11.02

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C!"#g$

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LIMPIEZA INAL DE OBRA 60.0000

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01.12.01

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mo

INODORO TOP PIECE MARCA TREBOL INC. COLOCACION 4.0000

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01.12.02

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C!"#g$

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LAVATORIO ONTANA BLANCO STANDAR INC. COLOCACION Y ACCESORIOS? SIN GRIERIA 2.0000

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147.37

S10




Partida

01.12.0/

LLAVE DUCHA CON SALIDA DE DUCHA OMEGA LINEA VALLARTA CROMADA INC. COLOCACION

Rendimiento

)F,DIA

2.0000

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01.12.04

Rendimiento

)F,DIA


287.90

LAVADERO INO3. 1 POZA C ESC. CACCESORIOS CROMADOS 4.0000

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01.12.0

Rendimiento

)F,DIA


33.77

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ABONERA INC. COLOCACION 10.0000

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01.12.06

Rendimiento

)F,DIA


30.77

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61.87

S10




Partida

01.12.07

Rendimiento

)F,DIA

C!"#g$

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01.12.0

Rendimiento

)F,DIA


48.87

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VALVULA CHEC8 BRONCE D512: INC. COLOCACION 10.0000

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01.12.0

Rendimiento

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26.87

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SUMIDERO BRONCE D52: INC. COLOCACION 10.0000

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01.12.10

Rendimiento

)F,DIA


31.67

C!"#g$

D%&'(#)'#!* R%'+(&$

REGISTRO BRONCE ROSCADO D54: INC. COLOCACION 10.0000

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0202047 CONSTRUCCION DE MODULO HABITACIONAL VIVIENDA DIGNA 001 CONSTRUCCION DE MODULO HABITACIONAL VIVIENDA DIGNA

Partida

01.12.11

Rendimiento

)F,DIA

C!"#g$

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CAA REGISTRO 0./0 3 0.60 CONCRETO CTAPA CONCRETO INC. COLOCACION 10.0000

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01.12.12

Rendimiento

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C!"#g$

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CAA PCOMPUERTA Y CHEC8 0./0 3 0.7 CONCRETO CTAPA CONCRETO INC. COLOCACION 10.0000

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0.5000

15.25

1.0000

220.00

M,-%(#,l%& 025270001

C(I( +E RE%S,R# C#)CRE,# PRE3(R%C(+#

Partida

01.1/.01

Rendimiento

)-$DIA

C!"#g$

D%&'(#)'#!* R%'+(&$

und

SALIDA DESAGUE D52: PVC PESADO 4.0000

EQ. 4.0000

U*#","

Costo unitario directo por : pto

82.45

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 010101000!

#PER(R%#

--

1.0000

2.0000

15.25

01010!0010

(*+(),E

--

1.0000

2.0000

1!.77

M,-%(#,l%& 0211!00010025

,ER%( P$C S(& +E 2;

m

0.000

5.0

0222050021

PE("E),# P(R( P$C 3#R,%+

gal

0.02

140.00

02711001

C#+# P$C S(P 2;

und

1.0000

4.0

Partida

01.1/.02

Rendimiento

)-$DIA


88.05

C!"#g$

D%&'(#)'#!* R%'+(&$

SALIDA DESAGUE D54: PVC PESADO 4.0000

EQ. 4.0000

U*#","

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 010101000!

#PER(R%#

--

1.0000

2.0000

15.25

01010!0010

(*+(),E

--

1.0000

2.0000

1!.77

M,-%(#,l%& 0211!000100!1

,ER%( P$C S(& +E 4;

m

0.000

12.00

0222050021

PE("E),# P(R( P$C 3#R,%+

gal

0.02

140.00

02711002

C#+# P$C S(P 4;

und

1.0000

5.00

S10


Presupuesto


Subpresupuesto Partida

01.1/.0/

Rendimiento

DIA

C!"#g$

D%&'(#)'#!* R%'+(&$

TENDIDO DE TUBERIA PVC PESADO DIAMETRO 4: 60.0000

EQ. 60.0000

U*#","


25.03

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 010101000!

#PER(R%#

--

1.0000

0.1!!!

15.25

01010!0010

(*+(),E

--

1.0000

0.1!!!

1!.77

M,-%(#,l%& 0211!000100!1

,ER%( P$C S(& +E 4;

m

1.0000

12.00

0222050021

PE("E),# P(R( P$C 3#R,%+

gal

0.02

140.00

Partida

01.1/.04

Rendimiento

DIA


21.53

C!"#g$

D%&'(#)'#!* R%'+(&$

TENDIDO DE TUBERIA PVC PESADO DIAMETRO 2: 60.0000

EQ. 60.0000

U*#","

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 010101000!

#PER(R%#

--

1.0000

0.1!!!

15.25

01010!0010

(*+(),E

--

1.0000

0.1!!!

1!.77

M,-%(#,l%& 0211!00010025

,ER%( P$C S(& +E 2;

m

1.0000

5.0

0222050021

PE("E),# P(R( P$C 3#R,%+

gal

0.02

140.00

Partida

01.1/.0

Rendimiento

)-$DIA


106.06

C!"#g$

D%&'(#)'#!* R%'+(&$

SALIDA DE AGUA RIA D512: 2.000

EQ. 2.000

U*#","

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 010101000!

#PER(R%#

--

1.0000

!.2000

15.25

01010!0010

(*+(),E

--

1.0000

!.2000

1!.77

M,-%(#,l%& 021020002001

C#+# P$C S(P R#SC(+# 1?2;

m

1.0000

2.0

02410!0001

C%),( ,E3&#)

und

1.0000

1.00

Partida

01.1/.06

TUBERIA PVC SAP D512:

Rendimiento

DIA

60.0000

C!"#g$

D%&'(#)'#!* R%'+(&$

EQ. 60.0000

U*#","


16.53

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 010101000!

#PER(R%#

--

1.0000

0.1!!!

15.25

01010!0010

(*+(),E

--

1.0000

0.1!!!

1!.77

M,-%(#,l%& 0211!000100!2

,ER%( P$C S(P CJ10 +E 1?2;

m

1.0000

!.0

0222050021

PE("E),# P(R( P$C 3#R,%+

gal

0.02

140.00

S10




Partida

01.14.01

INTERRUPTOR SIMPLE MARCA TICINO

Rendimiento

)F,DIA

EQ.

C!"#g$

D%&'(#)'#!* R%'+(&$


U*#","

C+,"(#ll,

22.00

C,*-#","

P(%'#$ S.

1.0000

22.00

M,-%(#,l%& 02200004001

%),ERRP,#R S%"P&E "(RC( ,%C%)#

und

Partida

01.14.02

INTERRUPTOR DOBLE MARCA TICINO

Rendimiento

)F,DIA

EQ.

C!"#g$

D%&'(#)'#!* R%'+(&$


U*#","

C+,"(#ll,

38.00

C,*-#","

P(%'#$ S.

1.0000

!5.00

M,-%(#,l%& 022000040022

%),ERRP,#R +#&E "(RC( ,%C%)#

Partida

01.14.0/

Rendimiento

)F,DIA

C!"#g$

D%&'(#)'#!* R%'+(&$

und

INTERRUPTOR CONMUTACION MARCA TICINO EQ.


U*#","

C+,"(#ll,

20.00

C,*-#","

P(%'#$ S.

1.0000

20.00

M,-%(#,l%& 02200004002!

%),ERRP,#R C#)",(C%#) "(RC( ,%C%)#

Partida

01.14.04

Rendimiento

)F,DIA

C!"#g$

D%&'(#)'#!* R%'+(&$

und

TOMACORRIENTE DOBLE CT EQ.


U*#","

C+,"(#ll,

35.00

C,*-#","

P(%'#$ S.

1.0000

!.00

M,-%(#,l%& 0221!0004

,#"(C#RR%E),E +#&E

und

Partida

01.14.0

TABLERO GENERAL ELECTRICO CT 12 POLOS

Rendimiento

)F,DIA

C!"#g$

D%&'(#)'#!* R%'+(&$

EQ.


U*#","

C+,"(#ll,

500.00

C,*-#","

P(%'#$ S.

1.0000

00.00

M,-%(#,l%& 027401000

,(&ER# E)ER(& E&EC,R%C# C?, 12 P#&#S

Partida

01.14.06

Rendimiento

)F,DIA

C!"#g$

D%&'(#)'#!* R%'+(&$

und

PULSADOR PARA TIMBRE EQ.


U*#","

C+,"(#ll,

25.00

C,*-#","

P(%'#$ S.

1.0000

2.00


34.27

M,-%(#,l%& 022100010002

P&S(+#R +E ,%"RE

und

S10




Partida

01.14.07

Rendimiento

)F,DIA

C!"#g$

D%&'(#)'#!* R%'+(&$

LUMINARIAS OCOS AHORRADORES 1 @. MARCA PHILLIPS EQ.

U*#","

C+,"(#ll,

C,*-#","

P(%'#$ S.

1.0000

!4.27

M,-%(#,l%& 02100020

&"%)(R%(S 3#C#S (/#RR(+#RES 15 9 "(RC( P/%&&%PS

Partida

01.1.01

Rendimiento

)-$DIA

C!"#g$

D%&'(#)'#!* R%'+(&$

und

SALIDA DE TECHO TUBO DIAMETRO /4: TH@ PESADA .0000

EQ. .0000

U*#","


37.45

C+,"(#ll,

C,*-#","

P(%'#$ S.

1.0000

1.000

15.25

M,*$ "% Ob(, 010101000!

#PER(R%#

--

M,-%(#,l%& 0211!0001007

,ER%( P$C S(P +E !?4;

m

0.000

2.00

0271100!0

C#+# P$C S(P !?4;F0D

und

1.0000

2.0

02520004

#C,##)(& P$C

und

1.0000

4.0

Partida

01.1.02

SALIDA CONMUTACION TUBO DIAMETRO /4: PESADA

Rendimiento

)-$DIA

.0000

C!"#g$

D%&'(#)'#!* R%'+(&$

EQ. .0000

U*#","


36.45

C+,"(#ll,

C,*-#","

P(%'#$ S.

1.0000

1.000

15.25

M,*$ "% Ob(, 010101000!

#PER(R%#

--

M,-%(#,l%& 0211!0001007

,ER%( P$C S(P +E !?4;

m

0.000

2.00

0271100!0

C#+# P$C S(P !?4;F0D

und

1.0000

2.0

0201!0000010

REC,()&(R

und

1.0000

!.0

Partida

01.1.0/

Rendimiento

)-$DIA


36.45

C!"#g$

D%&'(#)'#!* R%'+(&$

SALIDA INTERRUPTOR TUBO DIAMETRO /4: PESADA .0000

EQ. .0000

U*#","

C+,"(#ll,

C,*-#","

P(%'#$ S.

1.0000

1.000

15.25

M,*$ "% Ob(, 010101000!

#PER(R%#

--

M,-%(#,l%& 0211!0001007

,ER%( P$C S(P +E !?4;

m

0.000

2.00

0271100!0

C#+# P$C S(P !?4;F0D

und

1.0000

2.0

0201!0000010

REC,()&(R

und

1.0000

!.0

Partida

01.1.04

Rendimiento

)-$DIA


37.45

C!"#g$

D%&'(#)'#!* R%'+(&$

SALIDA TAMACORRIENTE TUBO DIAMETRO /4: PESADO .0000

EQ. .0000

U*#","

C+,"(#ll,

C,*-#","

P(%'#$ S.

1.0000

1.000

15.25

M,*$ "% Ob(, 010101000!

#PER(R%#

--

S10



001 CONSTRUCCION DE MODULO HABITACIONAL VIVIENDA DIGNA M,-%(#,l%&

0211!0001007

,ER%( P$C S(P +E !?4;

m

0.000

2.00

0271100!0

C#+# P$C S(P !?4;F0D

und

1.0000

2.0

02520004

#C,##)(& P$C

und

1.0000

4.0

Partida

01.1.0

Rendimiento

DIA


9.76

C!"#g$

D%&'(#)'#!* R%'+(&$

CABLEADO TH@ 2 3 2. MM2 ; 1 3 2. MM2 =T> 100.0000

EQ. 100.0000

U*#","

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 010101000!

#PER(R%#

--

1.0000

0.0500

15.25

01010!0010

(*+(),E

--

1.0000

0.0500

1!.77

M,-%(#,l%& 0211!0001007

,ER%( P$C S(P +E !?4;

m

1.0000

2.00

0270010!1

C#)+C,#R ,/9 2. ""2.

m

1.0000

2.50

02720000

,ER"%)(&ES +E C#"PRES%#) +E 2 mm2

und

4.0000

0.0

Partida

01.1.06

Rendimiento

DIA


13.86

C!"#g$

D%&'(#)'#!* R%'+(&$

CABLEADO TH@ 4 3 2. MM2 ; 1 3 2. MM2 =T> 100.0000

EQ. 100.0000

U*#","

C+,"(#ll,

C,*-#","

P(%'#$ S.

M,*$ "% Ob(, 010101000!

#PER(R%#

--

1.0000

0.0500

15.25

01010!0010

(*+(),E

--

1.0000

0.0500

1!.77

M,-%(#,l%& 0211!0001007

,ER%( P$C S(P +E !?4;

m

1.0000

2.00

0270010!1

C#)+C,#R ,/9 2. ""2.

m

1.0000

2.50

0270010!1

C#)+C,#R ,/9 4.0 ""2.

m

1.0000

!.70

027200001

,ER"%)(&ES +E C#"PRES%#) +E 4 mm2

und

2.0000

0.50

02720000

,ER"%)(&ES +E C#"PRES%#) +E 2 mm2

und

2.0000

0.0

1

P,('#,l S. 7!4.40

7/4.40

P,('#,l S. 0.44 2.0

/./4 0.10

0.10

P,('#,l S. 0.11 0.71 1.0 0.71

2.

P,('#,l S. 0.11 0.71 1.0 0.71

2.

P,('#,l S. 4.72 !1.47

/6.1 1.0

1.0

P,('#,l S. 0.1 4.05

4.6 0.14 7.5

7.2

P,('#,l S. 0.27 2.44

2.71 4.!! 5.00

7.//

P,('#,l S. 1.!5 12.1 .15

22.7

2.2 0.0

2./4 0.5

0.6

P,('#,l S. 1.10 .7 5.1 44.0 5.1

71.2/

0.7 0.!0 4. 40.00 22.0 11!.7 1.02

12.7/ 2.14 .00 1.00

2/.14

P,('#,l S. .0 11.70 4.0 17.! .5

46.6 27.04

11.4!

26.47 1.40 1.2

2.6

P,('#,l S. 0.07 0.1 0.1

1.1 0.14 2.51

2. 0.04

0.04

P,('#,l S. 1. 14.2 12.2

2.2 0.0 0.1 1. 14.52 !.!

21.71 1.4!

1.4/

P,('#,l S. 1.!5 12.1 10.21

2/.7 0.0 0.1 1. 14.52 !.!

21.71 1.1

1.1

P,('#,l S. 0. .7 4.05 14. 4.55

//. 21.5! 0.00

/11./

1.02 1.1

2./

P,('#,l S. 0.07 0.5 0.5

1.6/ 0.14 2.51

2. 0.0

0.0

P,('#,l S. 1. 14.2 12.2

2.2 0.0 0.1 1.7 20.50 !.!

27./ 1.4!

1.4/

P,('#,l S. 0.!! .5 2.4 5.51 2.2

20./6 21.5! 0.00

/11./

0.1 0.1

1.2

P,('#,l S. 0.05 0.7! 1.22

2.0/ 0.14 2.51

2. 0.0

0.06

P,('#,l S. 1. 14.2 12.2

2.2 0.0 0.1 1.7 20.50 !.!

27./ 1.4!

1.4/

P,('#,l S. 0.2 5.12

.04

2.10 2.4 !.1!

7.6

0.27

0.27

P,('#,l S. 0.5 10.22 2.14

12.4 0. 1.17 0.24 !.1!

.4 0.!

0./

P,('#,l S. 1.10 .7 5.1

1.01 2.40 .00 !.70 0.12

4/.22 0.7

0.7

P,('#,l S. 1.10 .7 7.!4

1.1 0.0 4.17

4.67

0.

0.

P,('#,l S. 0.57 1.! .4

22.71 2.40 .00 !0.00 0.12

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0.6

P,('#,l S. 1.!! 2!. .55

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2.40 .00 !0.00 0.12

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1.04

P,('#,l S. 0.5! 7.!1

.14 0.24 0.0 .!2

7.06

P,('#,l S. 1.0 45.7 40.5!

106.0 0.!1 !.00 1.5! 17.40 0.75 2.2 10.50 15.0

2/1.27 !.15 .20 !.!0

.0

17.2

P,('#,l S. 1.0 45.7 40.5!

106.0 2.2 17.0

20.1 0.0

0.60

P,('#,l S. 1.0 45.7 40.5!

106.0

0.!1 !.00 1.5! 17.40 0.75 2.2 10.50 145.00

220./7 !.15 .20 !.!0

0.45

12.16

P,('#,l S. 1!.7 45.7 40.5!

10/.// 0.!1 !.00 1.5! 17.40 2.2 0.75 2.2 10.50 125.00

22.62 .20 !.!0 0.45

.

P,('#,l S. 7!.12

7/.12 2.0 120. 70.20 2.44

222.6

2.1 24.00

26.1

P,('#,l S. 2.2

2.2 1. 70.20 2.44

2.1 0.55 .0

10.4

P,('#,l S. !.

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11.6 1.10 12.00

1/.10

P,('#,l S. 7!.12

7/.12 4.2 !. 1.5

66.16 2.1 24.00

26.1

P,('#,l S. 14.24

146.24 1!.0 4.0 0.00 50.00 1.1 14.2! 152.40

46.1 4.! 1.4

./

P,('#,l S. 7!.12

7/.12 !. 45.44

2.00 2.1

2.1

P,('#,l S. 7!.12

7/.12 !. 40.15

4/.74 2.1

2.1

P,('#,l S. 0. 4.55

.4/ 0.07 0.12 0.0

0.2 0.1

0.16

P,('#,l S. 0. .5

6.1 0.07 0.12 0.0

0.2 0.20

0.20

P,('#,l S. 0.41 7.!1

7.72 0.07 0.12 0.0

0.2 0.2!

0.2/

P,('#,l S. 0. 4.41

.07 0.1

0.1

P,('#,l S. 0.27 .1

.7 0.17

0.17

P,('#,l S. 5.2 !.

44.1 5.7! 11.5 2.00 .!2 45.!!

//7.24

P,('#,l S. 5.2 7!.12

1./7 1.00 1.25 0.0 20.4 !.00 0.17

77.0

P,('#,l S. 5.2 7!.12

1./7 1.00 !0.00 !.00

66.00

P,('#,l S. 4.1! !.

40.6 152.0 2.00 1.00 5.14 2.00 0.17

247.21

P,('#,l S. 1. 14.2

16.27 2.0 1.00

17.0

P,('#,l S. 1. 14.2

16.27 2.0 12.00

14.0

P,('#,l S. 1. 14.2

16.27

0.0 4.00

4.60

P,('#,l S. 1. 14.2

16.27 0.0 !2.00

/2.60

P,('#,l S. 1. 14.2

16.27 0.0 10.00

10.60

P,('#,l S. 1. 14.2

16.27 .40 10.00

1.40

P,('#,l S. 1. 14.2

16.27 220.00

220.00

P,('#,l S. 1. 14.2

16.27 220.00

220.00

P,('#,l S. !. 27.4

64.10 .10 5.7 4.0

1./

P,('#,l S. !. 27.4

64.10 7.20 5.7 5.00

2/.

P,('#,l S. 2.44 1.54

4.2 12.00 5.7

20.7

P,('#,l S. 2.44 1.54

4.2 5.0 5.7

17.2

P,('#,l S. 5.0 44.0

102.6 2.0 1.00

/.0

P,('#,l S. 2.44 1.54

4.2 !.0 5.7

12.2

P,('#,l S. 22.00

22.00

P,('#,l S. !5.00

/.00

P,('#,l S. 20.00

20.00

P,('#,l S. !.00

/.00

P,('#,l S. 00.00

00.00

P,('#,l S. 2.00

2.00

P,('#,l S. !4.27

/4.27

P,('#,l S. 2.2

2.2 1.20 2.0 4.0

.20

P,('#,l S. 2.2

2.2 1.20 2.0 !.0

7.20

P,('#,l S. 2.2

2.2 1.20 2.0 !.0

7.20

P,('#,l S. 2.2

2.2

1.20 2.0 4.0

.20

P,('#,l S. 1.4 1.10

Analisis de Costos Unitarios Ica

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