modelo de analisis de costos unitarios

8/15/2019 modelo de analisis de costos unitarios

1/44

Página :

S10

Análisis de precios unitarios

Presupuesto 0801064 VIVIENDA COMERCIO

Fecha presupuesto

Partida 01.04.01.02 TRAZO DURANTE LA EJECUCION DE LA OBRA(007)01.04.01.02

Rendimiento m2/DIA MO.350.0000 EQ. 350.0000 Costo unitario directo por : m2

C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !0000"2 #OPO$R%FO hh 1.00 0.022& 10.00

01 !010002 OPER%R'O hh 1.00 0.022& 10.00

01 !01000 PEO( hh 2.00 0.0 )! !.)0

0.80

M, % ",-%&020201000) C*%+OS P%R% M%,ER% C-C " /g 0.0200 .00

02"0020001 ESO ,E 2 g 3O* 0.0)00 .)0

02 "&&0001 M%,ER% CORR'E(#E P%R% ES#%C%S p2 0.2)00 ".00

1.06

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 0. 0

0" &1&000) ES#%C'O( #O#%* '(C. %CCESOR'OS hm 1.00 0.022& 12.00

0.2

Partida 01.04.02.06 NIVELACION COM ACTACION ARA AL O I O EN VEREDA

(007)01.04.02.06


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !01000" OF'C'%* hh 1.00 0.2000 .!)

01 !01000 PEO( hh 1.00 0.2000 !.)0

3.25

M, % ",-%&

02"&0)0000 %$5% m" 0.1000 1.00

0.10

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 ".2)

0" &0"0001 COMP%C#%,OR +'3R. #'PO P*%(C4% 4P hm 0.!) 0.1)00 7.2)

1.04

Partida 01.04.03.03.02 ENCO RADO DE ENCO RADO NORMAL ARA OBRECIMIENTO A

(007)01.04.03.03.02


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1. 1.0000 10.00

01 !01000" OF'C'%* hh 1. 1.0000 .!)

01 !01000 PEO( hh 0.& 0.)000 !.)0

22.50

M, % ",-%&

020200000 %*%M3RE (E$RO RECOC',O 8 /g 0.2000 .00

020201000) C*%+OS P%R% M%,ER% C-C " /g 0.1000 .00

02 "0000"1 M%,ER% (%C'O(%* P-E(COFR%,O p2 .!000 ".)0

17.65E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 22.)0

0.68

Partida 01.04.04.03.03 ENCO RADO DE ENCO RADO NORMAL ARA OBRECIMIENTO RE O


2/44

(007)01.04.04.03.03


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 0.)""" 10.00

01 !01000" OF'C'%* hh 1.00 0.)""" .!)

01 !01000 PEO( hh 0.)0 0.277! !.)0

12.00

M, % ",-%&020200000 %*%M3RE (E$RO RECOC',O 8 /g 0.2000 .00

020201000) C*%+OS P%R% M%,ER% C-C " /g 0.1000 .00

02 "0000"1 M%,ER% (%C'O(%* P-E(COFR%,O p2 .!000 ".)0

17.65

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 12.00

0.36

Partida 01.04.03.01.01 OLADO E 2 MEZCLA 1912 CEMENTO: ORMI;ON

(007)01.04.03.01.01Rendimiento m2/DIA MO.80.0000 EQ. 80.0000 Costo unitario directo por : m2

C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 2.00 0.2000 10.00

01 !01000" OF'C'%* hh 1.00 0.1000 .!)

01 !01000 PEO( hh 7.00 0.7000 !.)0

7.38

M, % ",-%&

0221000000 CEME(#O POR#*%(, #'PO ' 9 2.) $ 3O* 0.1)2 2".00

02" 000000 4ORM'$O( m" 0.07") )).00

02"&0)0000 %$5% m" 0.1000 1.00

02 "1700)2 RE$*% ,E M%,ER% p2 0.0)00 ".)0

7.28

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 !."

0" &10000! ME;C*%,OR% CO(CRE#O #%M3OR 1 4P 11P" hm 1.00 0.1000 7.00

0.82

Partida 01.01.03.02 COLUMNETA DE CONCRETO 020;/CM2

(007)01.04.04.01.01

Rendimiento m3/DIA MO.25.0000 EQ. 25.0000 Costo unitario directo por : m"

C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,


3/44

01 !010002 OPER%R'O hh 2.00 0.7 00 10.00

01 !01000" OF'C'%* hh 2.00 0.7 00 .!)

01 !01000 PEO( hh .00 2.)700 !.)0

31.20

M, % ",-%&

020)00000" P'E,R% C4%(C%,% ,E 1-2 m" 0.7"00 )).00

020)01000 %RE(% $R5ES% m" 0.7200 )).00

0221000000 CEME(#O POR#*%(, #'PO ' 9 2.) $ 3O* &.)000 2".00

02"&0)0000 %$5% m" 0.0"00 1.00

287.28E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 "1.20

0" &0!000 +'3R%,OR ,E CO(CRE#O 4P 2. 0 hm 1.00 0."200 .00

0" &10000! ME;C*%,OR% CO(CRE#O #%M3OR 1 4P 11P" hm 1.00 0."200 7.00

4.14

Partida 01.04.04.02.01 CONCRETO EN VI;A DE CIMENTACION =C 210 >;/CM2

(007)01.04.04.02.01


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 2.00 0. 000 10.00

01 !01000" OF'C'%* hh 2.00 0. 000 .!)

01 !01000 PEO( hh .00 ".2000 !.)0

3 .00

M, % ",-%&

020)00000" P'E,R% C4%(C%,% ,E 1-2 m" 0.7"00 )).00

020)01000 %RE(% $R5ES% m" 0.7200 )).00

0221000000 CEME(#O POR#*%(, #'PO ' 9 2.) $ 3O* &.)000 2".00

02"&0)0000 %$5% m" 0.1 )0 1.00

287.44

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 "&.00

0" &0!000 +'3R%,OR ,E CO(CRE#O 4P 2. 0 hm 1.00 0. 000 .00

0" &10000! ME;C*%,OR% CO(CRE#O #%M3OR 1 4P 11P" hm 1.00 0. 000 7.00

5.17

Partida 01.04.04.07.01 CONCRETO EN LO A ALI;ERADA ?@' 210>;/CM2

(007)01.04.04.07.01


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh ".00 0.&700 10.00

01 !01000" OF'C'%* hh ".00 0.&700 .!)

01 !01000 PEO( hh 11.00 ".)200 !.)0

44.40

M, % ",-%&

020)00000" P'E,R% C4%(C%,% ,E 1-2 m" 0.7"00 )).00

020)01000 %RE(% $R5ES% m" 0.7200 )).000221000000 CEME(#O POR#*%(, #'PO ' 9 2.) $ 3O* &.)000 2".00

02"&0)0000 %$5% m" 0.1 )0 1.00

287.44

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 . 0

0" &0!000 +'3R%,OR ,E CO(CRE#O 4P 2. 0 hm 0.)0 0.1700 .00

0" &10000! ME;C*%,OR% CO(CRE#O #%M3OR 1 4P 11P" hm 1.00 0."200 7.00

3.8

Partida 01.04.04.04.01 CONCRETO EN COLUMNA =C 210 >;/CM2(007)01.04.04.04.01


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 2.00 1.7000 10.00


4/44

01 !01000" OF'C'%* hh 2.00 1.7000 .!)

01 !01000 PEO( hh 10.00 .0000 !.)0

0.00

M, % ",-%&

020)00000" P'E,R% C4%(C%,% ,E 1-2 m" 0.7"00 )).00

020)01000 %RE(% $R5ES% m" 0.7200 )).00

0221000000 CEME(#O POR#*%(, #'PO ' 9 2.) $ 3O* &.)000 2".00

02"&0)0000 %$5% m" 0.1 )0 1.00

287.44

E +" $&0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 &0.00

0" &0!000 +'3R%,OR ,E CO(CRE#O 4P 2. 0 hm 0.)0 0. 000 .00


.10

Partida 01.04.04.03.01 CONCRETO EN OBRECIMIENTO RE ORZADO =C 175 >;/CM2

(007)01.04.04.03.01


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.M,*$ !% O ,

01 !010002 OPER%R'O hh ".00 1.7000 10.00

01 !01000" OF'C'%* hh 1.00 0.)""" .!)

01 !01000 PEO( hh .00 .277! !.)0

52.67

M, % ",-%&

020)00000" P'E,R% C4%(C%,% ,E 1-2 m" 0.7"00 )).00

020)01000 %RE(% $R5ES% m" 0.7200 )).00

0221000000 CEME(#O POR#*%(, #'PO ' 9 2.) $ 3O* .)000 2".00

02"&0)0000 %$5% m" 0.1 00 1.00

264.43

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 )2.7!

0" &0!000 +'3R%,OR ,E CO(CRE#O 4P 2. 0 hm 1.00 0.)""" .00

0" &10000! ME;C*%,OR% CO(CRE#O #%M3OR 1 4P 11P" hm 1.00 0.)""" 7.00

6. 1

Partida 01.04.04.04.03 ENCO RADO DE ENCO RADO NORMAL EN COLUMNA

(007)01.04.04.04.03


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 0. 000 10.00

01 !01000" OF'C'%* hh 1.00 0. 000 .!)

01 !01000 PEO( hh 0.!) 0.7000 !.)0

1 .50

M, % ",-%&

020200000 %*%M3RE (E$RO RECOC',O 8 /g 0.2)00 .00

020201000) C*%+OS P%R% M%,ER% C-C " /g 0.1!00 .00

02 "0000"1 M%,ER% (%C'O(%* P-E(COFR%,O p2 ).0000 ".)01 .18

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 1&.)0

0.5

Partida 01.04.04.06.01 CONCRETO EN VI;A =C 210 >;/CM2

(007)01.04.04.06.01


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.M,*$ !% O ,

01 !010002 OPER%R'O hh 2.00 0. 000 10.00

01 !01000" OF'C'%* hh 2.00 0. 000 .!)

01 !01000 PEO( hh 10.00 .0000 !.)0

45.00

M, % ",-%&


5/44

020)00000" P'E,R% C4%(C%,% ,E 1-2 m" 0.7"00 )).00

020)01000 %RE(% $R5ES% m" 0.7200 )).00

0221000000 CEME(#O POR#*%(, #'PO ' 9 2.) $ 3O* &.)000 2".00

02"&0)0000 %$5% m" 0.1 )0 1.00

287.44

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 ).00

0" &0!000 +'3R%,OR ,E CO(CRE#O 4P 2. 0 hm 0.)0 0.2000 .00


4.55

Partida 01.04.04.04.02 ACERO = 4200 >;/CM2 ;RADO 60 EN COLUMNA

(007)01.04.04.04.02

Rendimiento #/DIA MO.250.0000 EQ. 250.0000 Costo unitario directo por : /g

C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 0.0"20 10.00

01 !01000" OF'C'%* hh 1.00 0.0"20 .!)

0.60M, % ",-%&

020200000! %*%M3RE (E$RO RECOC',O 8 17 /g 0.0 00 .00

020"02000 %CERO CORR5$%,O F;/CM2 ;RADO 60 EN VI;A

(007)01.04.04.06.02


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 0.027! 10.00

01 !01000" OF'C'%* hh 1.00 0.027! .!)

0.50

M, % ",-%&

020200000! %*%M3RE (E$RO RECOC',O 8 17 /g 0.0 00 .00

020"02000 %CERO CORR5$%,O F;/CM2 ;RADO 60 EN LO A ALI;ERADA

(007)01.04.04.07.02


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 0.0"20 10.00

01 !01000" OF'C'%* hh 1.00 0.0"20 .!)

0.60

M, % ",-%&

020200000! %*%M3RE (E$RO RECOC',O 8 17 /g 0.0 00 .00

020"02000 %CERO CORR5$%,O F;/CM2 ;RADO 60 EN ZA ATA

(007)01.04.04.01.02


6/44


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 0.027! 10.00

01 !01000 PEO( hh 1.00 0.027! !.)0

0.47

M, % ",-%&

020200000! %*%M3RE (E$RO RECOC',O 8 17 /g 0.0 00 .00

020"02000 %CERO CORR5$%,O F;/CM2 ;RADO 60 EN VI;A DE CIMENTACION

(007)01.04.04.02.02


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 0.027! 10.00

01 !01000 PEO( hh 1.00 0.027! !.)0

0.47

M, % ",-%&

020200000! %*%M3RE (E$RO RECOC',O 8 17 /g 0.0 00 .00

020"02000 %CERO CORR5$%,O F;/CM2 ;RADO 60 EN OBRECIMIENTO RE ORZADO

(007)01.04.04.03.02


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 0.027! 10.00

01 !01000" OF'C'%* hh 1.00 0.027! .!)

0.50

M, % ",-%&

020200000! %*%M3RE (E$RO RECOC',O 8 17 /g 0.0 00 .00

020"02000 %CERO CORR5$%,O F


7/44

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 1).00

0.45

Partida 01.01.02.01 MURO DE CABEZA LADRILLO >IN:>ON; DE ARCILLA

(008)01.01.02.01


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O , 01 !010002 OPER%R'O hh 1.00 1.2"0 10.00

01 !01000 PEO( hh 1.)0 1. 72 !.)0

26.16

M, % ",-%&

020201000) C*%+OS P%R% M%,ER% C-C " /g 0.0220 .00

020)01000 %RE(% $R5ES% m" 0.0) 0 )).00

0221000000 CEME(#O POR#*%(, #'PO ' 9 2.) $ 3O* 0. 0 0 2".00

02"&0)0000 %$5% m" 0.00 0 1.00

12.67

E +" $&0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 27.17

0.78

Partida 01.01.02.02 MURO DE O;A LADRILLO >IN:>ON; DE ARCILLA

(008)01.01.02.02

Rendimiento m2/DIA MO. .5000 EQ. .5000 Costo unitario directo por : m2

C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 0. 21 10.00

01 !01000 PEO( hh 0. ) 0.!1) !.)0

13.7

M, % ",-%&

020201000) C*%+OS P%R% M%,ER% C-C " /g 0.0220 .00

020)01000 %RE(% $R5ES% m" 0.0"10 )).00

0221000000 CEME(#O POR#*%(, #'PO ' 9 2.) $ 3O* 0.21 0 2".00

02"&0)0000 %$5% m" 0.00 0 1.00

6.82

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 1".!&

0.41

Partida 01.01.04.01 CIELORRA O C/BALDO A DE 0.60


8/44

020)01000 %RE(% $R5ES% m" 0.0)00 )).00

0221000000 CEME(#O POR#*%(, #'PO ' 9 2.) $ 3O* 0."&00 2".00

02"&0)0000 %$5% m" 0.0120 1.00

02 "1700)2 RE$*% ,E M%,ER% p2 0.0"00 ".)0

11.84

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 .

0" &10000! ME;C*%,OR% CO(CRE#O #%M3OR 1 4P 11P" hm 0.!) 0.1000 7.00

0.87

Partida 01.01.05.04 I O DE CERAMICO ANTIDE LIZANTE AT. 0.40


9/44

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 7.2

0.1

Partida 01.01.11.01 INTURA EN CIELORRA O EN VOLADO DE TEC O

(008)01.01.11.01


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O , 01 !010002 OPER%R'O hh 1.00 0."200 10.00

01 !01000 PEO( hh 2.00 0.7 00 !.)0

8.00

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 .00

0.24

Partida 01.01.11.03 INTURA EN AREDE INTERIORE

(008)01.01.11.03


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 0.2 )! 10.00

01 !01000" OF'C'%* hh 1.00 0.2 )! .!)

5.36

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 )."7

0.16

Partida 01.01.11.04 INTURA EN COLUMNA

(008)01.01.11.04


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 0."200 10.00

01 !01000" OF'C'%* hh 1.00 0."200 .!)

6.00

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 7.00

0.18

Partida 01.01.11.05 INTURA EN VI;A

(008)01.01.11.05


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 0."200 10.00

01 !01000" OF'C'%* hh 1.00 0."200 .!)

6.00

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 7.00

0.18

Partida 01.01.02.01.06 ALIDA DE DE A;UE EN TUB. VC 2

(010)01.01.02.01.06

Rendimiento $/DIA MO.8.0000 EQ. 8.0000 Costo unitario directo por : pto

C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 1.0000 10.00

01 !01000 PEO( hh 1.00 1.0000 !.)0

17.50

M, % ",-%&

02"0 700"! PE$%ME(#O P%R% P+C g>n 0.0200 100.00


10/44

02!21200!1 CO,O P+C S%* 2 ?&0@ pAa ).0000 1.)0

02!"170002 EE P+C S%* ,E 2 B 2 pAa 1.0000 2.00

11.50

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 1!.)0

0.53

Partida 01.01.02.01.07 ALIDA DE DE A;UE EN TUB. VC 4

(010)01.01.02.01.07


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 1.0000 10.00

01 !01000 PEO( hh 1.00 1.0000 !.)0

17.50

M, % ",-%&

02"0 700"! PE$%ME(#O P%R% P+C g>n 0.02)0 100.00

02!21200!" CO,O P+C S%* ? )@ pAa 1.0000 7.00

02!21200! CO,O P+C S%* 2 pAa 1.0000 7.0002!21200!) CO,O P+C S%* ?&0@ pAa 1.0000 7.00

02!"1"0007 #EE P+C S%* B pAa 1.0000 7.00

02!"1"000 #EE P+C S%* B 2 pAa 1.0000 7.00

02!"17000) EE P+C S%* ,E B 2 pAa 1.0000 7.00

02!"17000! EE P+C S%* ,E B pAa 1.0000 7.00

02!"1 000" RE,5CC'O( P+C S%* B 2 pAa 1.0000 7.00

50.50

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 1!.)0

0.53

Partida 01.01.02.01.11 OMBRERO DE VENTILACION 2

(010)01.01.02.01.11

Rendimiento +*!/DIA MO.25.0000 EQ. 25.0000 Costo unitario directo por : und

C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 0."200 10.00

01 !01000 PEO( hh 0.)0 0.1700 !.)0

4.40

M, % ",-%&

02"0 700"! PE$%ME(#O P%R% P+C g>n 0.0020 100.00

02!"2"0001 SOM3RERO ,E +E(#'*%C'O( P+C S%* 2 pAa 1.0000 2.00

2.20

Partida 01.01.01.01.07 ACCE ORIO VARIO

(010)01.01.01.01.07 01.01.02.01.12


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M, % ",-%&

02"0 700"! PE$%ME(#O P%R% P+C g>n 0.00)0 100.00

02"0 00"2 C'(#% #EF*O( pAa ".0000 1.00

02!21"0020 #EE P+C S%P ROSC%,O 1-2 pAa .0000 1.00

02!21"0021 #EE P+C S%P ROSC%,O "- pAa 1.0000 1.)0

02!21)00!) RE,5CC'O( P+C S%P "- % 1-2 pAa 2.0000 2.00

02!2)"0001 CO,O P+C S%P 9%$5% CO( ROSC% 1-2 B &0D pAa 7.0000 1.00

02!2)"00!0 CO,O P+C S%P 9%$5% CO( ROSC% "- B &0 pAa 2.0000 1.)0

26.00

Partida 01.01.02.01.0 UMIDERO 2(010)01.01.02.01.0

Rendimiento /DIA MO.8.0000 EQ. 8.0000 Costo unitario directo por : p t

C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 1.0000 10.00


11/44

01 !01000 PEO( hh 0.)0 0.)000 !.)0

13.75

M, % ",-%&

02101)00&& S5M',ERO ,E 3RO(CE CROM%,O 2 pAa 1.0000 2.00

02!"200002 #R%MP% P+C S%* P 2 pAa 1.0000 2.00

4.00

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 1".!)

0.41

Partida 01.01.02.01.13 CAJA DE RE;I TRO DE DE A;UE 12 24 TA A ( , , D%&,#+%)

(010)01.01.02.01.13


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 1.7000 10.00

01 !01000 PEO( hh 1.00 1.7000 !.)0

28.00

M, % ",-%&020 000000 %RE(% F'(% m" 0.1000 )).00

0221000000 CEME(#O POR#*%(, #'PO ' 9 2.) $ 3O* 0.!)00 2".00

02" 000000 4ORM'$O( m" 0.1000 )).00

02)0010000 C% % ,E ,ES%$5E ,E 12 B2 und 2.0000 10.00

02)0070010 #%P% C-M%RCO F@F@ ,E ,ES%$5E 12 B 2 pAa 1.0000 20.00

68.25

Partida 01.01.01.01.04 ALIDA DE A;UA RIA

(010)01.01.01.01.04


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 1.7000 10.00

01 !01000 PEO( hh 1.00 1.7000 !.)0

28.00

M, % ",-%&

022&0)0001 C'(#% #EF*O( r>> 0.)000 1.00

02"0 700"! PE$%ME(#O P%R% P+C g>n 0.00 0 100.00

02!20!0001 #EE P+C S%P "- C-R P-%$5% und ".0000 2.00

02!20 00"1 #53ER'% P+C S%P C 10 G "- m 1.0"00 1 .00

02!21)00!) RE,5CC'O( P+C S%P "- % 1-2 pAa 1.0000 2.00

02!2)"00!0 CO,O P+C S%P 9%$5% CO( ROSC% "- B &0 pAa 2.0000 1.)0

30.84

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 2 .00

0.84

Partida 01.01.02.01.10 ALIDA DE VENTILACION TUB. VC 2

(010)01.01.02.01.10


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 1.7000 10.00

01 !01000 PEO( hh 0.)0 0. 000 !.)0

22.00

M, % ",-%&

02"0 700"! PE$%ME(#O P%R% P+C g>n 0.0020 100.00

02!21200!1 CO,O P+C S%* 2 ?&0@ pAa 1.0000 1.)0

02!"010027 #53ER'% P+C S%* 2 m ".)000 1".0047.20

Partida 01.01.02.08 ALIDA ARA RO ECTOR MULTIMEDIA

(00 )01.01.02.08



12/44

C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 1.7000 10.00

01 !01000 PEO( hh 1.00 1.7000 !.)0

28.00

M, % ",-%&

020200000 %*%M3RE (E$RO RECOC',O 8 /g 0.0200 .00

02"0 700"! PE$%ME(#O P%R% P+C g>n 0.0200 100.00

02!"010027 #53ER'% P+C S%* 2 m 1.0"00 1".00

15.47E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 2 .00

0.84

Partida 01.01.01.04.01 ALIDA ARA CENTRO DE LUZ

(00 )01.01.01.04.01


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O , 01 !010002 OPER%R'O hh 1.00 1.0000 10.00

01 !01000 PEO( hh 1.00 1.0000 !.)0

17.50

M, % ",-%&

020200000! %*%M3RE (E$RO RECOC',O 8 17 /g 0.0200 .00

02"0 700"! PE$%ME(#O P%R% P+C g>n 0.01"! 100.00

1.45

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 1!.)0

0.53

Partida 01.01.01.06.01 ALIDA ARA INTERRU TOR IM LE INCLU E IN TALACION DE INTER

(00 )01.01.01.06.01


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 0.!2!" 10.00

01 !01000 PEO( hh 1.00 0.!2!" !.)0

12.72

M, % ",-%&

020200000! %*%M3RE (E$RO RECOC',O 8 17 /g 0.0200 .00

02"0 700"! PE$%ME(#O P%R% P+C g>n 0.0010 100.00

0.18

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 12.!2

0.38

Partida 01.01.01.06.02 ALIDA ARA INTERRU TOR DOBLE INCLU E IN TALACION DE INTERR

(00 )01.01.01.06.02


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 0.!2!" 10.00

01 !01000 PEO( hh 1.00 0.!2!" !.)0

12.72

M, % ",-%&

020200000! %*%M3RE (E$RO RECOC',O 8 17 /g 0.0200 .00

02"0 700"! PE$%ME(#O P%R% P+C g>n 0.0010 100.00

0.18E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 12.!2

0.38

Partida 01.01.01.06.03 ALIDA ARA INTERRU TOR DE CONMUTACION DOBLE INCLU E IN TA

(00 )01.01.01.06.03


13/44


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 0.!2!" 10.00

01 !01000 PEO( hh 1.00 0.!2!" !.)0

12.72

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 12.!2

0.38

Partida 01.01.01.07.01 ALIDA ARA TOMACORRIENTE DOBLE CON UE TA TIERRA INCLU

(00 )01.01.01.07.01


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 0. 000 10.00

01 !01000 PEO( hh 1.00 0. 000 !.)0

14.00M, % ",-%&

020200000! %*%M3RE (E$RO RECOC',O 8 17 /g 0.0200 .00

02"0 700"! PE$%ME(#O P%R% P+C g>n 0.0010 100.00

0.18

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 1 .00

0.42

Partida 01.01.01.07.03 ALIDA ARA TOMACORRIENTE DE LUZ DE EMER;ENCIA INCLU E IN

(00 )01.01.01.07.03


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 1.0000 10.00

01 !01000 PEO( hh 1.00 1.0000 !.)0

17.50

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 1!.)0

0.53

Partida 01.04.02.01 E CAVACION ARA CIMIENTO :ZA ATA

(007)01.04.02.01


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !01000 PEO( hh 1.00 2.2 )! !.)0

17.14

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO 1.0000 1!.10.17

Partida 01.01.01.01.03 RELLENO CON MATERIAL RO IO

(010)01.01.01.01.03 01.01.02.01.03

Rendimiento m/DIA MO.40.0000 EQ. 40.0000 Costo unitario directo por : m

C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !01000" OF'C'%* hh 1.00 0.2000 .!)

01 !01000 PEO( hh 2.00 0. 000 !.)04.75

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ).0000 .!)

0" &0"0001 COMP%C#%,OR +'3R. #'PO P*%(C4% 4P hm 1.00 0.2000 7.2)

1.4


14/44

Partida 01.04.03.03.01 CONCRETO 198 25F .M. ARA OBRECIMIENTO

(007)01.04.03.03.01


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 0.777! 10.00

01 !01000" OF'C'%* hh 2.00 1."""" .!)

01 !01000 PEO( hh 7.00 .0000 !.)0

48.34M, % ",-%&

020)000011 P'E,R% ME,'%(% ,E 7 m" 0. 000 "0.00

0221000000 CEME(#O POR#*%(, #'PO ' 9 2.) $ 3O* ".!000 2".00

02" 000000 4ORM'$O( m" 0. 00 )).00

02"&0)0000 %$5% m" 0.1"00 1.00

143.43

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 ."

0" &10000! ME;C*%,OR% CO(CRE#O #%M3OR 1 4P 11P" hm 1.00 0.777! 7.00

5.45

Partida 01.04.04.07.04 LADRILLO DE ARCILLA UECO 15 30 30 ARA TEC O

(007)01.04.04.07.04

Rendimiento +*!/DIA MO.1 600.0000 EQ. 1 600.0000 Costo unitario directo por : und

C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 0.00)0 10.00

01 !01000" OF'C'%* hh 1.00 0.00)0 .!)

01 !01000 PEO( hh 1.00 0.00)0 !.)0

0.13

M, % ",-%&

021!01000! *%,R'**O P-#EC4O 1)?"0?"0 CM 4COS. REB und 1.0)00 ".)0

3.68

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 0.1"

0.00

Partida 01.01.03.03 TARRAJEO EN MURO INTERIORE MEZCLA 195 CEMENTO9ARENA

(008)01.01.03.03


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1. 1.0000 10.00

01 !01000" OF'C'%* hh 1. 1.0000 .!)

01 !01000 PEO( hh 0.& 0.)000 !.)0

22.50

M, % ",-%&

020 000000 %RE(% F'(% m" 0.0170 )).00

0221000000 CEME(#O POR#*%(, #'PO ' 9 2.) $ 3O* 0.1"00 2".0002 "1700)2 RE$*% ,E M%,ER% p2 0.0120 ".)0

3. 1

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 22.)0

0.68

Partida 01.01.03.04 TARRAJEO DE U ER ICIE COLUMNA INCL. ARI TA MEZCLA 195 CEM

(008)01.01.03.04


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 1.1 2& 10.00

01 !01000 PEO( hh 0."" 0."!!1 !.)0

14.26

M, % ",-%&


15/44

020 000000 %RE(% F'(% m" 0.0170 )).00

0221000000 CEME(#O POR#*%(, #'PO ' 9 2.) $ 3O* 0.1"00 2".00

02 "1700)2 RE$*% ,E M%,ER% p2 0.0120 ".)0

3. 1

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 1 .27

0.43

Partida 01.01.03.05 TARRAJEO DE U ER.VI;A INCL.ARI TA MEZCLA 195 CEMENTO9AR

(008)01.01.03.05Rendimiento m2/DIA MO.7.0000 EQ. 7.0000 Costo unitario directo por : m2

C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 1.1 2& 10.00

01 !01000 PEO( hh 0."" 0."!!1 !.)0

14.26

M, % ",-%&

020201000) C*%+OS P%R% M%,ER% C-C " /g 0.0200 .00

020 000000 %RE(% F'(% m" 0.0170 )).000221000000 CEME(#O POR#*%(, #'PO ' 9 2.) $ 3O* 0.1"00 2".00

02 "1700)2 RE$*% ,E M%,ER% p2 0.0120 ".)0

3.

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 1 .27

0.43

Partida 01.01.07.02 UERTA CONTRA LACADA 35 MM. C/TRI LA 4MM. MARCO CEDRO 2

(008)01.01.07.02


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 .0000 10.00

01 !01000 PEO( hh 0."" 1."200 !.)0

4 . 0

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 &.&0

1.50

Partida 01.01.10.01 VIDRIO TEM LADO DE 8MM. EN VENTANA

(008)01.01.10.01

Rendimiento 2/DIA MO.60.0000 EQ. 60.0000 Costo unitario directo por : p2

C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 0.1""" 10.00

01 !01000 PEO( hh 0.!) 0.1000 !.)0

2.08

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 2.00.06

Partida 01.01.01.01.06 VALVULA COM UERTA DE BRONCE 1/2

(010)01.01.01.01.06


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 1.7000 10.00

01 !01000 PEO( hh 1.00 1.7000 !.)028.00

M, % ",-%&

022&0)0001 C'(#% #EF*O( r>> 0.0200 1.00

02"1)10020 C% % ,E CO(CRE#O P-ME,',OR %$5% und 1.0000 10.00

02"&&&001 #%P% ME#%*'C% CO( M%RCO SE$5RO und 1.0000 20.00

02!20"00"2 5('O( 5('+ERS%* P+C S%P ,E 1-2 und 2.0000 ".)0


16/44

02! 020021 +%*+5*% ESFER'C% ,E 1-2 und 1.0000 2.00

3 .02

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 2 .00

0.84

Partida 01.01.02.01.08 RE;I TRO RO CADO 4

(010)01.01.02.01.08

Rendimiento /DIA MO.8.0000 EQ. 8.0000 Costo unitario directo por : p t

C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 1.0000 10.00

10.00

M, % ",-%&

02!21200!) CO,O P+C S%* ?&0@ pAa 1.0000 7.00

02!21!000" #EE S%('#%R'% S'MP*E P+C S%* ,E und 1.0000 7.00

02!!0 001 RE$'S#RO ,E 3RO(CE ,E pAa 1.0000 10.00

22.00

E +" $&0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 10.00

0.30

Partida 01.01.01.03.01 CABLE ELECTRICO T G AG;:2 2.5mm2(NH14)

(00 )01.01.01.03.01


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 0.02)0 10.00

01 !01000" OF'C'%* hh 1.00 0.02)0 .!)

0.47

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 0. !

0.01

Partida 01.01.01.03.02 CABLE ELECTRICO T G AG;:2 4.0mm2 1


17/44

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 1.1 2& 10.00

01 !01000 PEO( hh 1.00 1.1 2& !.)0

20.00

M, % ",-%&

020200000! %*%M3RE (E$RO RECOC',O 8 17 /g 0.0100 .00

02"0 700"! PE$%ME(#O P%R% P+C g>n 0.0100 100.00

1.04

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 20.000.60

Partida 01.01.01.01.05 IN TALACION DE TUB. VC A C:10 1/2

(010)01.01.01.01.05


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 0.0)"" 10.00

01 !01000 PEO( hh 0.)0 0.027! !.)00.73

M, % ",-%&

022&0)0001 C'(#% #EF*O( r>> 0.1000 1.00

02"0 700"! PE$%ME(#O P%R% P+C g>n 0.0020 100.00

02!20 00 7 #53ER'% P+C S%P C 10 G 1-2 m 1.0"00 1".00

13.6

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 0.!"

0.02

Partida 01.01.03.01 IN TALACION DE TUB. VC MONTANTE 4

(010)01.01.03.01


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 0.0)"" 10.00

01 !01000 PEO( hh 1.00 0.0)"" !.)0

0. 3

M, % ",-%&

02"0 700"! PE$%ME(#O P%R% P+C g>n 0.0200 100.00

02!12!0001 %3R%;%,ER% C-#5ERC% #'PO 5 7 pAa ".0000 10.00

02!"0100"2 #53O P+C S%* m 1.0"00 22.00

54.66

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 0.&"

0.03

Partida 01.01.02.04 IN TALACION DE CABLE TV

(00 )01.01.02.04


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 0.0"7 10.00

01 !01000" OF'C'%* hh 0.)0 0.01 2 .!)

0.52

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 0.)2

0.02

Partida 01.01.02.01.04 IN TALACION DE TUB. VC 2

(010)01.01.02.01.04


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,


18/44

01 !010002 OPER%R'O hh 1.00 0.0)"" 10.00

01 !01000 PEO( hh 1.00 0.0)"" !.)0

0. 3

M, % ",-%&

02"0 700"! PE$%ME(#O P%R% P+C g>n 0.0020 100.00

02!22000"1 #%PO( P+C G 2 pAa 0."""0 2.00

02!2"20002 EE P+C S%* 2 und 0."""0 2.00

02!2"2000" EE P+C S%* C-RE,5CC. 2 und 0.2)00 7.00

02!"010027 #53ER'% P+C S%* 2 m 1.0"00 1".00

16.43E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 0.&"

0.03

Partida 01.01.02.01.05 IN TALACION DE TUB. VC 4

(010)01.01.02.01.05


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O , 01 !010002 OPER%R'O hh 1.00 0.0)"" 10.00

01 !01000 PEO( hh 1.00 0.0)"" !.)0

0. 3

M, % ",-%&

02"0 700"! PE$%ME(#O P%R% P+C g>n 0.0200 100.00

02!"0100"2 #53O P+C S%* m 1.0"00 22.00

24.66

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 0.&"

0.03

Partida 01.04.08.01 RUEBA DE CALIDAD DEL CONCRETO ( RUEBA A LA COM RE ION)

(007)01.04.08.01


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M, % ",-%&

02"&1)0000 PR5E3%S ,E C%*',%, ,E CO(CRE#O RO#5R% und 1.0000 )0.00

50.00

Partida 01.01.01.01.02 E CAVACION DE ZANJA RE INE CAMA DE A O O

(010)01.01.01.01.02 01.01.02.01.02


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !01000" OF'C'%* hh 1.00 0.)""" .!)

01 !01000 PEO( hh 2.00 1.077! !.)0

12.67

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 12.7!0.38

Partida 01.01.01.01.02 IN TALACION DE I TEMA DE UE TA A TIERRA

(00 )01.01.01.01.02

Rendimiento #$/DIA MO.1.0000 EQ. 1.0000 Costo unitario directo por : Hgo

C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 .0000 10.00

01 !01000 PEO( hh 2.00 17.0000 !.)0200.00

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 200.00

6.00

Partida 01.01.02.01.14 RUEBA IDRA ULICA EN I TEMA DE DE A;UE


19/44

(010)01.01.02.01.14

Rendimiento ;LB/DIA MO.240.0000 EQ. 240.0000 Costo unitario directo por : $*3

C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M, % ",-%&

02"&&0001 PR5E3% 4',R%45*'C% $*3 1.0000 10.00

10.00

Partida 01.01.01.01.01 TABLERO DE DI TRIBUCION T.D. 2

(00 )01.01.01.01.01Rendimiento E /DIA MO.2.0000 EQ. 2.0000 Costo unitario directo por : E p

C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 .0000 10.00

01 !01000" OF'C'%* hh 1.00 .0000 .!)

75.00

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 !).00

2.25

Partida 01.01.02.06 IN TALACION DE CABLE ARA TIMBRE/ ONIDO

(00 )01.01.02.06


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 0.077! 10.00

01 !01000" OF'C'%* hh 0.)0 0.0""" .!)

0. 6

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 0.&7

0.03

Partida 01.01.01.01.08 RUEBA IDRAULICA

(010)01.01.01.01.08

Rendimiento ;LB/DIA MO.1.0000 EQ. 1.0000 Costo unitario directo por : $*3

C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M, % ",-%&

02"&&0001 PR5E3% 4',R%45*'C% $*3 1.0000 10.00

10.00

Partida 01.04.02.03 ACARREO INTERNO MATERIAL ROCEDENTE DE E CAVACIONE OT

(007)01.04.02.03

Rendimiento m3/DIA MO.1 .2000 EQ. 1 .2000 Costo unitario directo por : m"

C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !01000 PEO( hh 1.00 0. 17! !.)0

3.13

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 ".1"

0.0

Partida 01.01.03.02 IN TALACION DE CAJA METALICA CON TA A 15 15 10'm

(00 )01.01.03.02


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 0. 000 10.00

8.00

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 .00

0.24


20/44

Partida 01.01.03.01 IN TALACION DE CAJA METALICA CON TA A 20 20 10'm

(00 )01.01.03.01


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 0. 000 10.00

8.00

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 .000.24

Partida 01.01.01.01.01 TRAZO RE LANTEO

(010)01.01.01.01.01 01.01.02.01.01


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !0000"2 #OPO$R%FO hh 1.00 0.0 00 10.00

01 !010002 OPER%R'O hh 1.00 0.0 00 10.0001 !01000 PEO( hh 2.00 0.0 00 !.)0

1.40

M, % ",-%&

020201000) C*%+OS P%R% M%,ER% C-C " /g 0.0100 .00

02"0020001 ESO ,E 2 g 3O* 0.00)0 .)0

02 "0000"1 M%,ER% (%C'O(%* P-E(COFR%,O p2 0.0200 ".)0

0.13

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 1. 0

0.04

Partida 01.04.02.02 RELLENO COM ACTADO CON MATERIAL RO IO EN CA A DE 0.20m.

(007)01.04.02.02


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 0.277! 10.00

01 !01000 PEO( hh 2.00 0.)""" !.)0

6.67

M, % ",-%&

02"&0)0000 %$5% m" 0.00)0 1.00

0.01

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 7.7!

0" &0"0001 COMP%C#%,OR +'3R. #'PO P*%(C4% 4P hm 2.00 0.)""" 7.2)

3.53

Partida 01.01.01.05.02 ARTE ACTO ARA EM OTRAR CON 02 LUORECENTE LINIALE DE 18

(00 )01.01.01.05.02


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 0."200 10.00

01 !01000 PEO( hh 1.00 0."200 !.)0

5.60

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 ).70

0.17

Partida 01.01.01.05.03 ARTE ACTO ARA EM OTRAR LUZ DE EMER;ENCIA

(00 )01.01.01.05.03


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,


21/44

01 !010002 OPER%R'O hh 1.00 0.)""" 10.00

01 !01000 PEO( hh 1.00 0.)""" !.)0

.33

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 &.""

0.28

Partida 01.01.01.02.01 TUBERIA VC : 25 mm

(00 )01.01.01.02.01 01.01.02.01


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 0.12"1 10.00

01 !01000 PEO( hh 1.00 0.12"1 !.)0

2.15

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 2.1)

0.06

Partida 01.01.02.02 TUBERIA VC : 20 mm

(00 )01.01.02.02


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 0.0)"" 10.00

01 !01000 PEO( hh 1.00 0.0)"" !.)0

0. 3

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 0.&"

0.03

Partida 01.04.04.02.03 ENCO RADO DE ENCO RADO DE VI;A DE CIMENTACION

(007)01.04.04.02.03


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 0.)""" 10.00

01 !01000" OF'C'%* hh 1.00 0.)""" .!)

01 !01000 PEO( hh 0.)0 0.277! !.)0

12.00

M, % ",-%&

020200000 %*%M3RE (E$RO RECOC',O 8 /g 0.2)00 .00

020201000) C*%+OS P%R% M%,ER% C-C " /g 0.1200 .00

02 "0000"1 M%,ER% (%C'O(%* P-E(COFR%,O p2 ". 000 ".)0

14.78

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 12.00

0.36

Partida 01.04.04.06.03 ENCO RADO DE NCO RADO NORMAL EN VI;A

(007)01.04.04.06.03


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !010002 OPER%R'O hh 1.00 0. 000 10.00

01 !01000" OF'C'%* hh 1.00 0. 000 .!)

01 !01000 PEO( hh 0.!) 0.7000 !.)01 .50

M, % ",-%&

020200000 %*%M3RE (E$RO RECOC',O 8 /g 0.1&00 .00

020201000) C*%+OS P%R% M%,ER% C-C " /g 0.2000 .00

02 "0000"1 M%,ER% (%C'O(%* P-E(COFR%,O p2 ). 000 ".)0

21.86


22/44

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 1&.)0

0.5

Partida 01.01.11.02 INTURA EN AREDE E TERIORE

(008)01.01.11.02


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O , 01 !010002 OPER%R'O hh 1.00 0.2 )! 10.00

01 !01000" OF'C'%* hh 1.00 0.2 )! .!)

5.36

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 )."7

0.16

Partida 01.04.02.04 ELIMINACION DE MATERIAL E CEDENTE CON E UI O

(007)01.04.02.04


C !"#$ D%&' " '" * R%'+ &$ U*"!,! C+,! "--, C,* "!,! %'"$ /.

M,*$ !% O ,

01 !01000 PEO( hh 2.00 0.0 !.)0

0.33

E +" $&

0""!010001 4ERR%M'E(#%S M%(5%*ES 6MO ".0000 0.""

0" 0 002) C%M'O( +O*Q5E#E ?2 210 2 0 4P M". hm 1.00 0.0222 120.00

0" &0 00&1 C%R$%,OR S-**%(#%S 100 11) 4P 2 2.2) ," hm 1.00 0.0222 1.00

2.6

Fecha : 23/04/2016 0592 938 M


23/44

1

23/04/2016

2.15

, '",- /.

0.2"

0.2"

0."

0.0

0.2"

0.!)

0.02

0.2!

4.39

, '",- /.

1.!)

1.)0

0.10

0.10

0.&

0.60M.

40.83

, '",- /.

10.00

.!)

".!)

0. 0

0. 0

17. )

0.7

ADO


24/44

30.01

, '",- /.

).""

.7!

2.00

0. 0

0. 0

17. )

0."7

15.48

, '",- /.

2.00

0.

.)0

".)1

". &

0.10

0.1

0.22

0.70

302.36

, '",- /.

. &

!.!

"".""

"1.&0"1.")

1 .00

0.0)

1.)0

0. &

2.7!

322.62

, '",- /.


25/44

7. 0

).70

1&.20

" .7)

" .10

21 .)0

0.0"

0.&

1.2

1.&2

331.61

, '",- /.

.00

!.00

2 .00

" .7)

" .10

21 .)0

0.1&

1.1!

1.70

2. 0

335.73

, '",- /.

&.70

. 0

27. 0

" .7)

" .1021 .)0

0.1&

1.""

0.7

1.&2

386.54

, '",- /.

17.00


26/44

1 .00

70.00

" .7)

" .10

21 .)0

0.1&

2.!0

1.70

. 0

324.01

, '",- /.

17.00

.7!

"2.00

" .7)

" .10

1&).)0

0.1

1.)

2.1"

".20

39.27

, '",- /.

.00

!.00

.)0

1.00

0.7

1!.)0

0.)&

336.99

, '",- /.

.00

!.00

"0.00


27/44

" .7)

" .10

21 .)0

0.1&

1.")

0. 0

2. 0

4.55

, '",- /.

0."2

0.2

0.17

".!)

0.02

0.02

4.44

, '",- /.

0.2!

0.2"

0.17

".!)

0.02

0.01

4.55

, '",- /.

0."2

0.2

0.17

".!)

0.02

0.02


28/44

4.22

, '",- /.

0.2!

0.20

0.17

".)!

0.01

0.01

4.40

, '",- /.

0.2!

0.20

0.17

".!)

0.01

0.01

4.23

, '",- /.

0.2!

0.2"

0.17

".)

0.02

0.01

31.55

, '",- /.

7.7!

). "

2.)0

0. 0

1.00

1 .!0


29/44

0. )

39.61

, '",- /.

12."1

1". )

0.0&

".1&

&."

0.01

0.!

21.02

, '",- /.

. 2

)."!

0.0&

1.!1

).01

0.01

0. 1

12.36

, '",- /.

).""

.7!

2.00

0."7

21.55

, '",- /.

2.7!

1.1!

).00


30/44

2.!)

.&!

0.01

0.11

0.2!

0.70

10.28

, '",- /.

.00

1.&

0."0

64.70

, '",- /.

).00

1).00

"1.)0

0.10

0.70

12.)0

E .

5.05

, '",- /.

.00

0.&0

0.1)

E TERIORE

7.59

, '",- /.

).001.2

0.""

0. "


31/44


32/44

!.)0

2.00

0.)"

68.53

, '",- /.

10.00

!.)0

2.)0

7.00

7.007.00

7.00

7.00

7.00

7.00

7.00

0.)"

6.60

, '",- /.

".20

1.20

0.20

2.00

26.00

, '",- /.

0.)0

".00

.00

1.)0

.00

7.00

".00

18.16

, '",- /.

10.00


33/44

".!)

2.00

2.00

0. 1

96.25

, '",- /.

17.00

12.00

).)0

1!.2)

).)0

20.00

20.00

59.68

, '",- /.

17.00

12.00

0.)0

0. 0

7.00

1 .)

2.00

".00

0.

69.20

, '",- /.

17.00

7.00

0.20

1.)0

).)0

44.31


34/44

, '",- /.

17.00

12.00

0.0

2.00

1"."&

0.

19.48

, '",- /.

10.00

!.)0

0.0

1."!

0.)"

TOR

13.28

, '",- /.

!.2!

). )

0.0

0.10

0."

TOR

13.28

, '",- /.

!.2!

). )

0.0

0.10

0."

ACION DE INTERRU TOR


35/44

13.10

, '",- /.

!.2!

). )

0."

N TALACION DE TOMACORRIENTE

14.60

, '",- /.

.00

7.00

0.0

0.10

0. 2

LACION DE TOMACORRIENTE

18.03

, '",- /.

10.00

!.)0

0.)"

17.31

, '",- /.

1!.1

0.1!

6.24

, '",- /.

1.!)

".00

0.2

1.2)


36/44

197.22

, '",- /.

7.7!

11.7!

"0.00

12.00

).10

7.20

0.1"

1. )

.00

3.81

, '",- /.

0.0)

0.0

0.0

".7

27.09

, '",- /.

10.00

.!)

".!)

0.

2.&&0.0

0.7

TO9ARENA

18.60

, '",- /.

11. "

2. "


37/44

0.

2.&&

0.0

0. "

A

18.68

, '",- /.

11. "

2. "

0.0

0.2.&&

0.0

0. "

51.40

, '",- /.

0.00

&.&0

1.)0

2.14

, '",- /.

1.""

0.!)

0.07

67.86

, '",- /.

17.00

12.00

0.02

10.00

20.00

!.00


38/44

2.00

0.

32.30

, '",- /.

10.00

7.00

7.00

10.00

0."0

0.48

, '",- /.

0.2)

0.22

0.01

TE )

0.52

, '",- /.

0.2!

0.2"

0.02

NCIA)

0.52

, '",- /.

0.2!

0.2"

0.02

21.64

, '",- /.


39/44

11. "

.)!

0.0

1.00

0.70

14.44

, '",- /.

0.)"

0.20

0.10

0.20

1"."&

0.02

55.62

, '",- /.

0.)"

0. 0

2.00

"0.00

22.77

0.0"

0.54

, '",- /.

0."7

0.17

0.02

17.39

, '",- /.


40/44

0.)"

0. 0

0.20

0.7!

0.7!

1.)0

1"."&

0.0"

25.62

, '",- /.

0.)"

0. 0

2.00

22.77

0.0"

50.00

, '",- /.

)0.00

13.05

, '",- /.

.7!

.00

0."

206.00

, '",- /.

0.00

120.00

7.00


41/44

10.00

, '",- /.

10.00

77.25

, '",- /.

0.00

").00

2.2)

0.99

, '",- /.

0.7!

0.2&

0.0"

10.00

, '",- /.

10.00

3.22

, '",- /.

".1"

0.0&

8.24

, '",- /.

.00

0.2


42/44

8.24

, '",- /.

.00

0.2

1.57

, '",- /.

0. 0

0. 00.70

0.0

0.02

0.0!

0.0

10.21

, '",- /.

2.7!

.00

0.01

0.20

".""

CON REJILLA I TEMA O TICO ARABOLICO

5.77

, '",- /.

".20

2. 0

0.1!

9.61

, '",- /.


43/44


44/44

0.)&

5.52

, '",- /.

2. 7

2.)0

0.17

3.02

, '",- /.

0.""

0.01

2.77

0.02

modelo de analisis de costos unitarios

Documents

Transcript of modelo de analisis de costos unitarios