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esupuesto 0201001 MEJORAMIENTO DE LA TRANSITABILIDAD VEHICULAR Y PEATONAL DE LA AV. JOSE OLAYA, V ETAPA VALLECITO ALTO EN LA ZO

bpresupuesto 001 MEJORAMIENTO DE LA TRANSITABILIDAD VEHICULAR Y PEATONAL DE LA AV. JOSE O Fecha presupuesto 31/0/201!

tida 01.01 MOVILIZACION Y DESMOVILIZACION DE E"UIPOS Y MA"UINARIAS

ndimiento #$%/DIA MO. EQ. Costo unitario directo por : gb 11,016.95

'(#) D*+((& R*+) U('' C'($$ C('' P*() S/. P($ S/.

E()+

0"0!0001 MO#$%$&'C$O( ) *ESMO#$%$&'C$O( *E EQ gb 1.0000 11+01,.- 11+01,.-

11,014.56

tida 01.02 CAMPAMENTO PROVISIONAL DE OBRA

ndimiento #$%/DIA MO. 1.0000 EQ. 1.0000 itario directo por : gb 11,977.40

'(#) D*+((& R*+) U('' C'($$ C('' P*() S/. P($ S/.

M) '* O%

010!0010 /'R*$'( mes .0000 +000.00 "+000.00

!,000.00

E()+

010100"! 2'3OS POR4'4$%ES O PRO#$S$O('%ES und !.0000 50.00 +0.00

2,260.00

S%('+

0100100! '%M'CE( m !0.0000 6.5 +",6.10

010011"01 OF$C$(' m 0.0000 ,!.-- 1+5-.60

0!010-00" %OS' *E CO(CRE4O P'R' P$SO m 0.0000 !-.- 1+-5-.0

6,2.!0

tida 01.03 CARTEL DE OBRA 3.407.20 CON BANNER

ndimiento '/DIA MO. 1.0000 EQ. 1.0000 itario directo por : und 1,772.51

'(#) D*+((& R*+) U('' C'($$ C('' P*() S/. P($ S/.

M) '* O%

0101000! OPER'R$O hh .0000 1,.0000 15.1- 5.0"

0101000 PEO( hh .0000 1,.0000 1!.1 0-.-

!8!.54

M*($*+

,51100! C'R4E% CO( 2'((ER und 1.0000 560.00 560.00

80.00E()+

0101000, 7ERR'M$E(4'S M'('%ES 8mo .0000 "6".-, ".

01000,0001 C'M$O( /R' 7MF hm 0.000 1.,000 !1.6 !50.!

35!.8

S%('+

051!00010 CO(CRE4O 9c;1"0


2/32

'(#) D*+((& R*+) U('' C'($$ C('' P*() S/. P($ S/.

M*($*+

,510001 M'(4E($M$E(4O ) *ES#$O *E 4R'(S$4O gb 1.0000 +000.00 +000.00

6,000.00

tida 02.01 LIMPIEZA DEL TERRENO MANUAL DURANTE LA EJECUCION

ndimiento 92/DIA MO. 100.0000 EQ. 100.0000 nitario directo por : m 1.23

'(#) D*+((& R*+) U('' C'($$ C('' P*() S/. P($ S/.

M) '* O%

0101000! OPER'R$O hh 0.1000 0.0060 15.1- 0.1"

0101000 PEO( hh 1.0000 0.0600 1!.1 1.0

1.15

E()+

0101000, 7ERR'M$E(4'S M'('%ES 8mo !.0000 1.1- 0.0"

0.0!

tida 02.02 TRAZO, NIVELES Y REPLANTEO DURANTE LA EJECUCION

ndimiento 92/DIA MO. !00.0000 EQ. !00.0000 nitario directo por : m 2.11

'(#) D*+((& R*+) U('' C'($$ C('' P*() S/. P($ S/.

M) '* O%

0101000 C'P'4'& hh 0.1000 0.000 0.,! 0.0"

0101000 PEO( hh !.0000 0.0,00 1!.1 0.5-

010!0000 OPER'R$O 4OPO/R'FO hh 1.0000 0.000 0.,! 0."1

1.2!

M*($*+

0"1000" C%'#OS PROME*$O


3/32

011"000 M'R4$%%O (EM'4$CO Apara compresoraB hm !.0000 0.-,00 ,.- ,.,5

011"000,000! COMPRESOR' (EM'4$C' 0 !!0 PCM hm 1.0000 0.!00 61.05 .-"

!0.!4

tida 0!.01 CORTE A NIVEL DE SUBRASANTE INCLUYE PAVIMENTO E:ISTENTE

ndimiento 93/DIA MO. 600.0000 EQ. 600.0000 nitario directo por : m! 9.73

'(#) D*+((& R*+) U('' C'($$ C('' P*() S/. P($ S/.

M) '* O%

0101000 C'P'4'& hh 0.1000 0.001, 0.,! 0.0!

0101000" OF$C$'% hh 1.0000 0.01,0 1".5 0.!

0101000 PEO( hh !.0000 0.0"60 1!.1 0.,!

0.85

E()+

0101000, 7ERR'M$E(4'S M'('%ES 8mo !.0000 0.6- 0.0!

011,0001000 C'R/'*OR FRO(4'% C'4-!0 hm 0.000 0.0060 1.0 1.50

0116000000 4R'C4OR *E OR/'S *E !00!!0 7P hm 1.0000 0.01,0 """.5 5.11

8.8!

tida 0!.02 E:CAVACION MANUAL PARA SARDINELES ; VEREDAS


'(#) D*+((& R*+) U('' C'($$ C('' P*() S/. P($ S/.

M) '* O%

0101000 C'P'4'& hh 0.1000 0.,,5 0.,! .0

0101000 PEO( hh 1.0000 .,,,5 1!.1 !".--

!0.!5

E()+

0101000, 7ERR'M$E(4'S M'('%ES 8mo !.0000 "0."- 1.1

1.21

tida 0!.03 CONFORMACION Y COMPACTACION DE SUBRASANTE

ndimiento 92/DIA MO. 1,600.0000 EQ. 1,600.0000 nitario directo por : m 3.35

'(#) D*+((& R*+) U('' C'($$ C('' P*() S/. P($ S/.

M) '* O%

0101000 C'P'4'& hh 0.1000 0.000 0.,! 0.01

0101000" OF$C$'% hh 1.0000 0.00! 1".5 0.06

0101000 PEO( hh !.0000 0.01,0 1!.1 0.1

0.30

M*($*+

05050001 '/' PES4' E( O2R' m! 0.0 5., 0."0

0.!0

E()+0101000, 7ERR'M$E(4'S M'('%ES 8mo .0000 0.!0 0.0

011-000000 RO*$%%O #$2R'4OR$O *)('P'C %$SO C' hm 1.0000 0.00! 1.!, 0.6

01000010001 MO4O($#E%'*OR' 1!0 1! 7P hm 1.0000 0.00! 16!.!1 0.-5

010000001 C'M$O( C$S4ER(' A+00 /%(S.B hm 1.0000 0.00! 1-.! 0.6"

2.46

tida 0!.0! NIVELACION Y COMPACTACION DEL TERRENO PARA VEREDAS


'(#) D*+((& R*+) U('' C'($$ C('' P*() S/. P($ S/.

M) '* O%


4/32

0101000 C'P'4'& hh 0.1000 0.01!! 0.,! 0.5

0101000" OF$C$'% hh 1.0000 0.1!!! 1".5 1.-"

0101000 PEO( hh ".0000 0.!!! 1!.1 5.00

5.21

M*($*+

050"0001000 M'4ER$'% /R'(%'R P'R' 2'SE m! 0.100 !5.0 "."

05050001 '/' PES4' E( O2R' m! 0.0100 5., 0.06

!.63

E()+

0101000, 7ERR'M$E(4'S M'('%ES 8mo !.0000 -.1 0.6

0110000! COMP'C4'*OR' *E P%'(C7' dDa 1.0000 0.01,5 ,.65 0."

0.3

tida 0!.06 ELIMINACION DE MATERIAL DE DEMOLICIONES


'(#) D*+((& R*+) U('' C'($$ C('' P*() S/. P($ S/.

M) '* O%

0101000 C'P'4'& hh 0.1000 0.001 0.,! 0.0"

0101000" OF$C$'% hh 1.0000 0.01! 1".5 0.!1

0101000 PEO( hh .0000 0.0"5 1!.1 0.,

0.51E()+

0101000, 7ERR'M$E(4'S M'('%ES 8mo !.0000 0.-1 0.0!

011,0001000 C'R/'*OR FRO(4'% C'4-!0 hm 1.0000 0.01! 1.0 ".!

01000"0001 C'M$O( #O%QE4E *E 1 m! hm .0000 0.10,5 ,6.,6 6.,5

33.23

tida 0!.04 ELIMINACION DE MATERIAL E:CEDENTE

ndimiento 93/DIA MO. !3.6000 EQ. !3.6000 nitario directo por : m! 29.26

'(#) D*+((& R*+) U('' C'($$ C('' P*() S/. P($ S/.

M) '* O%0101000 C'P'4'& hh 0.1000 0.0016 0.,! 0.0"

0101000" OF$C$'% hh 1.0000 0.016! 1".5 0.5

0101000 PEO( hh .0000 0.0!,, 1!.1 0."6

0.5

E()+

0101000, 7ERR'M$E(4'S M'('%ES 8mo !.0000 0.5- 0.0

011,0001000 C'R/'*OR FRO(4'% C'4-!0 hm 1.0000 0.016! 1.0 !.6-

01000"0001 C'M$O( #O%QE4E *E 1 m! hm .0000 0.0-1" ,6.,6 ".,

28.!

tida 06.01 BASE GRANULAR *


5/32

E()+

0101000, 7ERR'M$E(4'S M'('%ES 8mo .0000 0., 0.0!

011-000000 RO*$%%O #$2R'4OR$O *)('P'C %$SO C' hm 1.0000 0.006- 1.!, 1.!6

01000010001 MO4O($#E%'*OR' 1!0 1! 7P hm 1.0000 0.006- 16!.!1 1.,!

010000001 C'M$O( C$S4ER(' A+00 /%(S.B hm 1.0000 0.006- 1-.! 1."

!.!4

tida 06.02 IMPRIMACION ASFALTICA


'(#) D*+((& R*+) U('' C'($$ C('' P*() S/. P($ S/.

M) '* O%

0101000 C'P'4'& hh 0.1000 0.000" 0.,! 0.01

0101000" OF$C$'% hh .0000 0.005! 1".5 0.11

0101000 PEO( hh ".0000 0.01" 1!.1 0.1-

0.31

M*($*+

010"000 >EROSE(E $(*S4R$'% ga 0.0-00 -.60 0.66

0100006 %$Q$*O *E P'#$ME(4'C$O( ga 0.!,00 ,.10 .0

0!000010001 F%E4E *E 'SF'%4O %$Q$*O MC ga 0.!,00 0.05 0.0!

3.11

E()+0101000, 7ERR'M$E(4'S M'('%ES 8mo .0000 0.!1 0.0

010006000 C'M$O( $MPR$M'*OR , 15610 7P 1+60 hm 1.0000 0.00!, 1!-.0 0.0

01!-0000001 2'RRE*OR' MEC'($C' 100 7P 5 P.%O(/ hm 1.0000 0.00!, 1.0 0.16

0.0

tida 06.03 CARPETA ASFALTICA EN CALIENTE DE 2.6=


'(#) D*+((& R*+) U('' C'($$ C('' P*() S/. P($ S/.

M) '* O%

0101000 C'P'4'& hh 1.0000 0.00"" 0.,! 0.0-0101000! OPER'R$O hh .0000 0.006- 15.1- 0.1

0101000" OF$C$'% hh 1.0000 0.00"" 1".5 0.0,

0101000 PEO( hh 6.0000 0.0!, 1!.1 0."5

0.

M*($*+

010000 ME&C%' 'SF'%4$C' m! 0.0, "60.00 !0.00

30.00

E()+

0101000, 7ERR'M$E(4'S M'('%ES 8mo !.0000 0.55 0.0

01100000001 RO*$%%O 4'(*EM ES4 610 ton hm 1.0000 0.00"" 1",.06 0.,"

011-000000 RO*$%%O #$2R'4OR$O *)('P'C %$SO C' hm 1.0000 0.00"" 1.!, 0.,6

01!-000000 P'#$ME(4'*OR' SO2RE OR/'S ,- 7P 1 hm 1.0000 0.00"" 1!,.00 0.,01.5!

tida 04.01 CONCRETO PREMEZCLADO SARDINELES >?


6/32

!.1!

M*($*+

010!0001 /'SO%$(' ga 0.1,5 -.1 1.

1-010001000- CO(CRE4O PREME&C%'*O FC;15 ;

ndimiento @#/DIA MO. 260.0000 EQ. 260.0000 nitario directo por :


7/32

010!0001 /'SO%$(' ga 0.151" -.1 1.5

1-010001000- CO(CRE4O PREME&C%'*O FC;15


8/32

0101000, 7ERR'M$E(4'S M'('%ES 8mo .0000 .15 0.11

011000000 ROC$'*OR *E P$(4R' hm 1.0000 0.000 5." 0.!5

0.!8

tida 0.02 RESALTOS REDUCTORES DE VELOCIDAD


'(#) D*+((& R*+) U('' C'($$ C('' P*() S/. P($ S/.

S%('+

01000"10 CO(CRE4O PREME&C%'*O 9c;60


9/32

tida 0.06 SEALES REGLAMENTARIAS

ndimiento '/DIA MO. 2!.0000 EQ. 2!.0000 itario directo por : und 309.34

'(#) D*+((& R*+) U('' C'($$ C('' P*() S/. P($ S/.

M) '* O%

0101000 C'P'4'& hh 0.000 0.0,,5 0.,! 1.!6

0101000! OPER'R$O hh 1.0000 0.!!!! 15.1- .5!

0101000 PEO( hh 0.000 0.1,,5 1!.1 .1-

5.30

M*($*+

0"1,0010 P%'4$(' *E F$ERRO E;mm m 0.1"00 ".0 5.-

1,000 M'S$%%' P%'S4$C'


10/32

ndimiento 9/DIA MO. 160.0000 EQ. 160.0000 unitario directo por : m 8.70

'(#) D*+((& R*+) U('' C'($$ C('' P*() S/. P($ S/.

M) '* O%

0101000 C'P'4'& hh 0.1000 0.00! 0.,! 0.11

0101000! OPER'R$O hh 1.0000 0.0!! 15.1- 0.-

0101000" OF$C$'% hh 1.0000 0.0!! 1".5 0.56

0101000 PEO( hh ,.0000 0.!00 1!.1 ".0

4.01

M*($*+

"00,0001 P$(4R' P'R' 4R'F$CO ga 0.01 .00 0.,

"0060010001 SO%#E(4E $%O% ga 0.00!0 .0 0.05

0.2

E()+

0101000, 7ERR'M$E(4'S M'('%ES 8mo .0000 ,.01 0.!0

011000, *EM'RC'*OR *E P'#$ME(4O hm 1.0000 0.0!! !1. 1.,5

1.5

tida 0.05 PINTURA EN EJES

ndimiento 9/DIA MO. 200.0000 EQ. 200.0000 unitario directo por : m 6.58

'(#) D*+((& R*+) U('' C'($$ C('' P*() S/. P($ S/.M) '* O%

0101000 C'P'4'& hh 0.1000 0.00"0 0.,! 0.06

0101000! OPER'R$O hh 1.0000 0.0"00 15.1- 0.,-

0101000" OF$C$'% hh 1.0000 0.0"00 1".5 0.6

0101000 PEO( hh ,.0000 0."00 1!.1 !.1

!.60

M*($*+

"00,0001 P$(4R' P'R' 4R'F$CO ga 0.010 .00 0.,

"0060010001 SO%#E(4E $%O% ga 0.00!0 .0 0.05

0.45

E()+

0101000, 7ERR'M$E(4'S M'('%ES 8mo !.0000 ".0 0.1"011000, *EM'RC'*OR *E P'#$ME(4O hm 1.0000 0.0"00 !1. 1.

1.35

tida 08.01 SUMINISTRO E INSTALACION DE FICUS

ndimiento '/DIA MO. 30.0000 EQ. 30.0000 itario directo por : und 71.36

'(#) D*+((& R*+) U('' C'($$ C('' P*() S/. P($ S/.

M) '* O%

0101000 C'P'4'& hh 0.1000 0.0,5 0.,! 0.

0101000 PEO( hh !.0000 0.6000 1!.1 10.0

11.06M*($*+

0500001000 4$ERR' *E C7'CR' m! 0.000 5.00 1!.0

05050001 '/' PES4' E( O2R' m! 0.1000 5., 0.5,

1,00011 P%'(4O( *E F$CS 7;1.0m und 1.0000 !.00 !.00

-10000! '2O(OS m! 0.1000 5.00 5.0

64.4

E()+

0101000, 7ERR'M$E(4'S M'('%ES 8mo .0000 11.0 0.

0100050001 C'M$O( 2'R'(*' A"4(B hm 0.00 0.0,,5 ".00 !.00

3.66

tida 05.01 ELABORACION, IMPLEMENTACION Y ADMINISTRACION DEL PLAN DE SEGURIDAD Y SALUD EN EL TRABAJ


11/32

ndimiento #$%/DIA MO. EQ. Costo unitario directo por : gb 4,000.00

'(#) D*+((& R*+) U('' C'($$ C('' P*() S/. P($ S/.

M*($*+

""00001 E%'2OR'C$O( *E% P%'( *E SE/R$*'* gb 1.0000 "+000.00 "+000.00

!,000.00

tida 05.02 E"UIPO DE PROTECCION INDIVIDUAL


'(#) D*+((& R*+) U('' C'($$ C('' P*() S/. P($ S/.

M*($*+

,50100010006 C'SCOS CO( C$(4'S REF%EC4$#'S und 50.0000 1."0 1+056.00

,50!000- PRO4EC4ORES '*$4$#OS und 10.0000 1,.0 1,.00

,500001 /'(4ES *E CERO par ,0.0000 1.00 -00.00

,500006 /'(4ES *$E%EC4R$COS par .0000 100.00 00.00

,50,0016 C7'%ECO REF%EC4$#O und 50.0000 !.00 +"0.00

,50,000 F'H' %M2'R und ,.0000 6.-0 1+656.0

,505000 2O4$(ES *E CERO P'R' E%EC4R$C$S4' par .0000 .00 5.00

,505000, 2O4$(ES *E HE2E CO( P(4' REFOR&'* par ,.0000 .00 !+5.00

,50-000 %E(4ES P'R' SO%*'*OR und .0000 ".00 10.0011,028.60

tida 05.03 E"UIPO DE PROTECCION COLECTIVA


'(#) D*+((& R*+) U('' C'($$ C('' P*() S/. P($ S/.

M*($*+

,5110006000 RO%%' M'%%' PRO4ECC$O( *E 'CCESO ' m 1.0000 !".-0 !".-0

,51100 '%'RM' '*$2%E und ".0000 ,5.60 51.0

,51100, %CES ES4RO2OSCOP$C'S E( M'Q$('R und 1.0000 1,".0 1+-50."0

,511005 S$S4EM' *E E(4$2'*OS und ".0000 !0.00 1+"00.003,44.60

tida 05.0! SEALIZACION TEMPORAL DE SEGURIDAD


'(#) D*+((& R*+) U('' C'($$ C('' P*() S/. P($ S/.

M*($*+

,50600! M'%%'S *E SE/R$*'* und 1.0000 ".60 ,65.00

,5110001 C$(4' *E SE3'%$&'C$O( und .0000 1."0 !10.00

,511000" SE3'%ES *E O2%$/'C$O(+ PRE#E(C$O(+ und !0.0000 1.60 !+55".00

,511001! CO(OS REF%EC4'(4ES und ".0000 !.00 1+5.00,511006 POS4ES SE3'%$&'C$O( und 60.0000 -.60 +!6".00

8,30.00

tida 05.06 CAPACITACION EN SEGURIDAD Y SALUD


'(#) D*+((& R*+) U('' C'($$ C('' P*() S/. P($ S/.

M) '* O%

00001 'S$S4E(4E SE/R$*'* ) S'%* mes .0000 !+00.00 5+000.00

,000.00

M*($*+


12/32

-0100- 4$%ES *E OF$C$(' gb 1.0000 !0.00 !0.00

-01500010015 $MPRES$O(ES+ EQ$POS+E4C gb 1.0000 1+600.00 1+600.00

-0000- '%Q$%ER MO2$%$'R$O gb 1.0000 +00.00 +00.00

!,460.00

tida 05.04 RECURSOS PARA RESPUESTAS ANTE EMERGENCIAS


'(#) D*+((& R*+) U('' C'($$ C('' P*() S/. P($ S/.

M*($*+

,510000" C'M$%%' R$/$*' *E M'*ER' und .0000 50.00 1+""0.00

,510000 2O4$Q$( AeIuipado segun ista de materiaes und .0000 10.00 "0.00

,510001 E4$(4OR und ,.0000 1-.!0 55.60

2,!66.80

tida 10.01 PROGRAMA DE MEDIDAS PREVENTIVAS Y/O MITIGACION AMBIENTAL


'(#) D*+((& R*+) U('' C'($$ C('' P*() S/. P($ S/.

M*($*+

-10!000 PRO/R'M' *E ME*$*'S PRE#E(4$#'S )= gb 1.0000 +"!.5! +"!.5!26,!23.3

tida 11.01 E:CAVACION DE ZANJA MANUAL


'(#) D*+((& R*+) U('' C'($$ C('' P*() S/. P($ S/.

M) '* O%

0101000 C'P'4'& hh 0.1000 0.,,5 0.,! .0

0101000 PEO( hh 1.0000 .,,,5 1!.1 !".--

!0.!5

E()+0101000, 7ERR'M$E(4'S M'('%ES 8mo !.0000 "0."- 1.1

1.21

tida 11.02 REFINE Y NIVELACION DE ZANJAS

ndimiento 92/DIA MO. !0.0000 EQ. !0.0000 nitario directo por : m 2.70

'(#) D*+((& R*+) U('' C'($$ C('' P*() S/. P($ S/.

M) '* O%

0101000 PEO( hh 1.0000 0.000 1!.1 .,

2.42

E()+0101000, 7ERR'M$E(4'S M'('%ES 8mo !.0000 ., 0.06

0.08

tida 11.03 RELLENO COMPACTADO DE ZANJA


'(#) D*+((& R*+) U('' C'($$ C('' P*() S/. P($ S/.

M) '* O%

0101000 C'P'4'& hh 0.1000 0.0!! 0.,! 1.10

0101000" OF$C$'% hh 0.000 0.,,5 1".5 !.6-

0101000 PEO( hh ".0000 .1!!! 1!.1 5.--


13/32

32.58

M*($*+

010!0001 /'SO%$(' ga 0.100 -.1 1.!5

05050001 '/' PES4' E( O2R' m! 0.0600 5., 0.,0

1.5

E()+

0110000! COMP'C4'*OR' *E P%'(C7' dDa 1.0000 0.0,,5 ,.65 1.5-

1.5

tida 11.0! CONCRETO >?

3.2!

E()+0101000, 7ERR'M$E(4'S M'('%ES 8mo .0000 1.0- 0.0

0.06

tida 11.04 ENCOFRADO Y DESENCOFRADO DE ESTRUCTURA


'(#) D*+((& R*+) U('' C'($$ C('' P*() S/. P($ S/.

M) '* O%

0101000 C'P'4'& hh 0.1000 0.0600 0.,! 1.,

0101000! OPER'R$O hh 1.0000 0.6000 15.1- 1!.5

0101000" OF$C$'% hh 1.0000 0.6000 1".5 11.,,


14/32

2.04

M*($*+

0"0100010001 '%'M2RE (E/RO RECOC$*O ( 6


15/32

0101000 C'P'4'& hh 0.1000 0.00,5 0.,! 0.1"

0101000" OF$C$'% hh 1.0000 0.0,,5 1".5 0.-5

0101000 PEO( hh .0000 0.1!!! 1!.1 1.5

2.84

M*($*+

01000010001 'SF'%4O RC0 ga 0.1!!0 -.0- 1.1

0500001000 'RE(' /RES' m! 0.00! !6.1, 0.0-

1.30

E()+

0101000, 7ERR'M$E(4'S M'('%ES 8mo !.0000 .6, 0.0-

0.05

tida 12.02 NIVELACION DE CAJAS DE AGUA Y DESAGUE

ndimiento '/DIA MO. 20.0000 EQ. 20.0000 itario directo por : und 21.44

'(#) D*+((& R*+) U('' C'($$ C('' P*() S/. P($ S/.

M) '* O%

0101000 C'P'4'& hh 0.1000 0.0"00 0.,! 0.6!

0101000! OPER'R$O hh 1.0000 0."000 15.1- ,.66

0101000 PEO( hh 1.0000 0."000 1!.1 .

12.54

M*($*+05010001 P$E*R' C7'(C'*' m! 0.01!0 !6.1, 0.0

0500001000 'RE(' /RES' m! 0.0110 !6.1, 0."

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Anal is is SubruuyrtuPre Supuesto Vario s

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