03 Cu - Aula de Innovacion

8/16/2019 03 Cu - Aula de Innovacion

1/32

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Análisis de precios unitarios

supuesto 0301052 "MEJORAMIENTO DE LA INSTITUCION EDUCATIVA INMACULADA CONCEPCION"

bpresupuesto 003 AULA DE INNOVACION PEDAGOGICA

ida 04.01.01 LIMPIEZA DE TERRENO MANUAL

ndimiento MO. 250.0000 EQ. 250.0000 Costo

dig D!#$i%#ió& R!#'$ U&id(d C'(d$i))(

M(& d! O*$(

47010004 PEON 1.0000

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO

ida 04.01.02 TRAZO, NIVELES - REPLANTEO PRELIMINAR



M(& d! O*$(

470000!2 &OPO*R$+O 1.0000

47010004 PEON 1.0000

M(!$i()!

!0020001 ,ESO -E 2 / O(

4!"1001 ES&$C$ -E M$-ER$ p2

E+'i%

!0""0011 &EO-O(%&O m 1.0000

!70"002" #ERR$M%EN&$S M$N'$(ES )MO

ida 04.02.01 E/CAVACION DE ZANJAS PARA CIMIENTOS CORRIDOS



M(& d! O*$(

47010004 PEON 1.0000

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO

ida 04.02.02 E/CAVACION PARA ZAPATAS DE 2.00



M(& d! O*$(

47010004 PEON 1.0000

E+'i%


2/32

!70"002" #ERR$M%EN&$S M$N'$(ES )MO

ida 04.02.03 NIVELACION - COMPACTACION DE TERRENO CON COMPACTADORA



M(& d! O*$(

47010002 OPER$R%O 0.1000

4701000! O+%C%$( 1.0000

47010004 PEON 1.0000

M(!$i()!

!30"0000 $*'$ m!

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO

430!0004 COMP$C&$-OR %R. &%PO P($NC#$ 7 #P m 1.0000

ida 04.02.04 RELLENO CON MATERIAL DE PRESTAMO



M(& d! O*$(

47010004 PEON 1.0000

M(!$i()!

0"01001" M$&ER%$( -E RE((ENO m!

!30"0000 $*'$ m!

E+'i%

0"0100!! CONP$C&$-OR %R$&OR%O &%PO P($NC#$ 7 #P m 0."000!70"002" #ERR$M%EN&$S M$N'$(ES )MO

ida 04.02.05 RELLENO CON MATERIAL DE PRESTAMO E0.15, i. #%(#(#i&.



M(& d! O*$(

47010004 PEON !.0000

M(!$i()!0"01001" M$&ER%$( -E RE((ENO m!

!30"0000 $*'$ m!

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO

430!0004 COMP$C&$-OR %R. &%PO P($NC#$ 7 #P m 0."000

ida 04.02.0 ELIMINACION DE MATERIAL E/CEDENTE CON EUIPO

ndimiento MO. 1,0.0000 EQ. 1,0.0000 Costo



3/32

M(& d! O*$(

4700002! OPER$-OR -E EQ'%PO PES$-O 1".0000

4701002! CON&RO($-OR O+%C%$( 1.0000

E+'i%

4040027 C$M%ON O(Q'E&E 54 !!0 #P 10 M!. m 14.0000

4304000 C$R*$-OR S6(($N&$S 10011" #P 22.2" ,-! m 1.0000

ida 04.03.01.01 CIMIENTOS CORRIDOS MEZCLA 1610 CEMENTO7ORMIGON 308 PIEDRA



M(& d! O*$(

47000022 OPER$-OR -E EQ'%PO (%%$NO 1.0000

47010002 OPER$R%O 2.0000

4701000! O+%C%$( 1.0000

47010004 PEON .0000

M(!$i()!

0"000003 P%E-R$ *R$N-E -E 8 m!

21000000 CEMEN&O POR&($N- &%PO % 942."/* O(

!000000 #ORM%*ON m!

!30"0000 $*'$ m!

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO

43100007 ME;C($-OR$ CONCRE&O &$MOR 1#P 11P! m 1.0000

ida 04.03.02.01 CONCRETO 169258 P.M. PARA SO:RECIMIENTOS



M(& d! O*$(

47010002 OPER$R%O 1.0000

4701000! O+%C%$( 1.0000

47010004 PEON .0000

M(!$i()!

0"000011 P%E-R$ ME-%$N$ -E 8 m!

21000000 CEMEN&O POR&($N- &%PO % 942."/* O(

!000000 #ORM%*ON m!

!30"0000 $*'$ m!

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO

43100007 ME;C($-OR$ CONCRE&O &$MOR 1#P 11P! m 1.0000

ida 04.03.02.02 ENCO;RADO - DESENCO;. SO:RECIMIENTO DE 0.30 A 0.0 MT



M(& d! O*$(

47010002 OPER$R%O 1.00004701000! O+%C%$( 1.0000


4/32

M(!$i()!

0200000 $($MRE NE*RO RECOC%-O < =

0201000" C($OS P$R$ M$-ER$ C6C !8 =

4"010001 M$-ER$ &ORN%((O %NC.COR&E P6ENCO+R$-O p2

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO

ida 04.03.03.01 SOLADO EN ZAPATAS E4"



M(& d! O*$(

47010002 OPER$R%O 2.0000

4701000! O+%C%$( 1.0000

47010004 PEON .0000

M(!$i()!

21000000 CEMEN&O POR&($N- &%PO % 942."/* O(

!000000 #ORM%*ON m!

!30"0000 $*'$ m!

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO

401000 ME;C($-OR$ CONCRE&O &$MOR 11 P!1 #P m 1.0000

ida 04.03.03.02 ;ALSO PISO, E 4"


5/32

M(!$i()!

0"00000! P%E-R$ C#$NC$-$ -E 1628 m!

0"010004 $REN$ *R'ES$ m!

21000000 CEMEN&O POR&($N- &%PO % 942."/* O(

!30"0000 $*'$ m!

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO

4010011 ME;C($-OR$ -E CONCRE&O -E 3 11P! m 1.0000

43070004 %R$-OR -E CONCRE&O 4 #P 2.408 m 1.0000

ida 04.04.01.02 ACERO CORRUGADO ;-4200 ?g@#2



M(& d! O*$(

47010002 OPER$R%O 1.0000

4701000! O+%C%$( 1.0000

M(!$i()!

02040003 $($MRE NE*RO N>1 =

02370002 $CERO -E RE+'ER;O +,?4200 *R$-O 0 =

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO

430003 C%;$(($ P$R$ COR&E -E +%ERRO m 1.0000

430010 -O($-OR$ m 1.0000

ida 04.04.02.01 CONCRETO EN COLUMNAS ;>C210 ?G@CM2



M(& d! O*$(

47000022 OPER$-OR -E EQ'%PO (%%$NO 1.0000

47010002 OPER$R%O 2.0000

4701000! O+%C%$( 1.0000

47010004 PEON .0000

M(!$i()!

0"00000! P%E-R$ C#$NC$-$ -E 1628 m!

0"010004 $REN$ *R'ES$ m!

21000000 CEMEN&O POR&($N- &%PO % 942."/* O(!30"0000 $*'$ m!

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO


43070004 %R$-OR -E CONCRE&O 4 #P 2.408 m 1.0000

ida 04.04.02.02 ENCO;RADO - DESENCO;RADO NORMAL EN COLUMNAS




6/32

M(& d! O*$(

47010002 OPER$R%O 1.0000

4701000! O+%C%$( 1.0000

M(!$i()!

0201000" C($OS P$R$ M$-ER$ C6C !8 =

02040010 $($MRE NE*RO N> =

4!01000! M$-ER$ &ORN%((O p2

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO




M(& d! O*$(

47010002 OPER$R%O 1.0000

4701000! O+%C%$( 1.0000

M(!$i()!

02040003 $($MRE NE*RO N>1 =

02370002 $CERO -E RE+'ER;O +,?4200 *R$-O 0 =

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO

430003 C%;$(($ P$R$ COR&E -E +%ERRO m 1.0000

430010 -O($-OR$ m 1.0000

ida 04.04.03.01 CONCRETO EN VIGAS ;>C210 ?G@CM2



M(& d! O*$(

47000022 OPER$-OR -E EQ'%PO (%%$NO 1.0000

47010002 OPER$R%O 2.0000

4701000! O+%C%$( 1.0000

47010004 PEON .0000

M(!$i()!

0"00000! P%E-R$ C#$NC$-$ -E 1628 m!

0"010004 $REN$ *R'ES$ m!

21000000 CEMEN&O POR&($N- &%PO % 942."/* O(!30"0000 $*'$ m!

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO


43070004 %R$-OR -E CONCRE&O 4 #P 2.408 m 1.0000

ida 04.04.03.02 ENCO;RADO - DESENCO;RADO NORMAL EN VIGAS




7/32

M(& d! O*$(

47010002 OPER$R%O 1.0000

4701000! O+%C%$( 1.0000

M(!$i()!

0201000" C($OS P$R$ M$-ER$ C6C !8 =

02040010 $($MRE NE*RO N> =

4!01000! M$-ER$ &ORN%((O p2

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO




M(& d! O*$(

47010002 OPER$R%O 1.0000

4701000! O+%C%$( 1.0000

M(!$i()!

02040003 $($MRE NE*RO N>1 =

02370002 $CERO -E RE+'ER;O +,?4200 *R$-O 0 =

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO

430003 C%;$(($ P$R$ COR&E -E +%ERRO m 1.0000

430010 -O($-OR$ m 1.0000

ida 04.04.04.01 CONCRETO EN LOSAS ALIGERADAS ;C210 ?G@CM2



M(& d! O*$(

47000022 OPER$-OR -E EQ'%PO (%%$NO 1.0000

47010002 OPER$R%O 2.0000

4701000! O+%C%$( 2.0000

47010004 PEON 12.0000

M(!$i()!

0"00000! P%E-R$ C#$NC$-$ -E 1628 m!

0"010004 $REN$ *R'ES$ m!

21000000 CEMEN&O POR&($N- &%PO % 942."/* O(!30"0000 $*'$ m!

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO


43070004 %R$-OR -E CONCRE&O 4 #P 2.408 m 1.0000

ida 04.04.04.02 ENCO;RADO - DESENCO;RADO EN LOSAS ALIGERADAS




8/32

M(& d! O*$(

47010002 OPER$R%O 1.0000

4701000! O+%C%$( 1.0000

M(!$i()!

0201000" C($OS P$R$ M$-ER$ C6C !8 =

02040010 $($MRE NE*RO N> =

4!01000! M$-ER$ &ORN%((O p2

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO




M(& d! O*$(

47010002 OPER$R%O 1.0000

4701000! O+%C%$( 1.0000

M(!$i()!

02040003 $($MRE NE*RO N>1 =

02370002 $CERO -E RE+'ER;O +,?4200 *R$-O 0 =

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO

430003 C%;$(($ P$R$ COR&E -E +%ERRO m 1.0000

430010 -O($-OR$ m 1.0000

ida 04.04.04.04 LADRILLO UECO DE ARCILLA 15/30/30 CM PARA TECO ALIGERADO

ndimiento MO. 2,B5.0000 EQ. 2,B5.0000 Costo u


M(& d! O*$(

47010002 OPER$R%O 1.0000

4701000! O+%C%$( 1.0000

47010004 PEON 3.0000

M(!$i()!

17010004 ($-R%((O P6&EC#O -E 1"5!05!0 CM #COS. und

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO

ida 04.05.01 MURO DE SOGA LADRILLO ?? 1 UECOS CON CEMENTO 7 ARENA

ndimiento MO. .0000 EQ. .0000 Costo


M(& d! O*$(

47010002 OPER$R%O 1.0000

47010004 PEON 0."000

M(!$i()!0"010004 $REN$ *R'ES$ m!


9/32

1700000 ($-R%((O $RON& 1 #COS. 3511524 CM P%R$M%-E und

21000000 CEMEN&O POR&($N- &%PO % 942."/* O(

!30"0000 $*'$ m!

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO

ida 04.0.01 CORREA DE MADERA DE 2"/3"



M(& d! O*$(

47010002 OPER$R%O 1.0000

4701000! O+%C%$( 1.0000

M(!$i()!

02020004 C($OS +o No C6C !8 =

4!01000! M$-ER$ &ORN%((O p2

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO

ida 04.0.02 CO:ERTURA CON ETERNIT TIPO TEJA ANDINA



M(& d! O*$(

47010002 OPER$R%O 1.0000

4701000! O+%C%$( 1.0000

47010004 PEON 1.0000

M(!$i()!

"300001 &E@$ $N-%N$ E&ERN%& 1.1m 50.74"m 5"mm pAa

"7000"2 &%R$+ON CON C$P'C#$ P$R$ &E@$ $N-%N$ und

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO

ida 04.0.03 CUM:RERA CON ETERNIT TIPO TEJA ANDINA



M(& d! O*$(

47010002 OPER$R%O 1.0000

4701000! O+%C%$( 1.0000

47010004 PEON 1.0000

M(!$i()!

171001 C'MRER$ S'PER%OR &E@$ $N-%N$ de 0.72m 5 0.!"m pAa

171002 C'MRER$ %N+ER%OR &E@$ $N-%N$ de 0.72m 5 0.!"m pAa

"7000"2 &%R$+ON CON C$P'C#$ P$R$ &E@$ $N-%N$ und

E+'i%!70"002" #ERR$M%EN&$S M$N'$(ES )MO


10/32

ida 04.0B.01 TARRAJEO EN E/TERIORES E INTERIORES



M(& d! O*$(

47010002 OPER$R%O 1.0000

47010004 PEON 0.!!00

M(!$i()!

04000000 $REN$ +%N$ m!

21000000 CEMEN&O POR&($N- &%PO % 942."/* O(

4!000024 M$-ER$ $N-$M%$@E p2

4!100"2 RE*($ -E M$-ER$ p2

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO

ida 04.0B.02 TARRAJEO DE SUPER;ICIE DE COLUMNAS



M(& d! O*$(

47010002 OPER$R%O 1.0000

47010004 PEON 0.!!00

M(!$i()!

04000000 $REN$ +%N$ m!

21000000 CEMEN&O POR&($N- &%PO % 942."/* O(

4!000024 M$-ER$ $N-$M%$@E p2

4!100"2 RE*($ -E M$-ER$ p2

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO

ida 04.0B.03 TARRAJEO DE SUPER;ICIE DE VIGAS



M(& d! O*$(

47010002 OPER$R%O 1.000047010004 PEON 0.!!00

M(!$i()!

04000000 $REN$ +%N$ m!

21000000 CEMEN&O POR&($N- &%PO % 942."/* O(

4!000024 M$-ER$ $N-$M%$@E p2

4!100"2 RE*($ -E M$-ER$ p2

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO

ida 04.0.01 PISO DE MADERA TORNILLO MACIEM:RADA


11/32



M(& d! O*$(

47010002 OPER$R%O 1.0000

4701000! O+%C%$( 1.0000

47010004 PEON 1.0000

M(!$i()!

0201000! C($OS P$R$ M$-ER$ C6C 28 =

4!01000! M$-ER$ &ORN%((O p2

4404000! M$-ER$ M$C#%#EMR$-$ &ORN%((O p2

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO

ida 04.0.01 CIELO RASO CON MEZCLA DE CEMENTO ARENA



M(& d! O*$(

47010002 OPER$R%O 1.0000

47010004 PEON 0."000

M(!$i()!

0201000" C($OS P$R$ M$-ER$ C6C !8 =

04000000 $REN$ +%N$ m!

21000000 CEMEN&O POR&($N- &%PO % 942."/* O(

!30"0000 $*'$ m!

4!000024 M$-ER$ $N-$M%$@E p2

4!100"2 RE*($ -E M$-ER$ p2

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO

ida 04.10.01.01 PUERTA DE MADERA CEDRO APANELADA



M(!$i()!

4!01010 P'ER&$ -E M$-ER$ CE-RO $P$NE($-$B %NC. %NS&$($C%ON m2

ida 04.11.01 PINTURA LATE/ EN MUROS E/TERIORES E INTERIORES



M(& d! O*$(

47010002 OPER$R%O 1.0000

47010004 PEON 0."000

M(!$i()!

!3020027 (%@$ -E +%ERRO < 0 pAa"401001" %MPR%M$N&E n


12/32

"40100"1 P%N&'R$ ($&ED n

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO

ida 04.11.02 PINTURA LATE/ EN COLUMNAS



M(& d! O*$(

47010002 OPER$R%O 1.0000

47010004 PEON 0."000

M(!$i()!

!3020027 (%@$ -E +%ERRO < 0 pAa

"401001" %MPR%M$N&E n

"40100"1 P%N&'R$ ($&ED n

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO

ida 04.11.03 PINTURA LATE/ EN VIGAS



M(& d! O*$(

47010002 OPER$R%O 1.0000

47010004 PEON 0."000

M(!$i()!

!3020027 (%@$ -E +%ERRO < 0 pAa"401001" %MPR%M$N&E n

"40100"1 P%N&'R$ ($&ED n

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO

ida 04.11.04 PINTURA LATE/ EN CIELORRASO


dig D!#$i%#ió& R!#'$ U&id(d C'(d$i))(M(& d! O*$(

47010002 OPER$R%O 1.0000

47010004 PEON 0."000

M(!$i()!

!3020027 (%@$ -E +%ERRO < 0 pAa

"401001" %MPR%M$N&E n

"40100"1 P%N&'R$ ($&ED n

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO


13/32

ida 04.12.01 CRISTAL TEMPLADO DE #& (##. #)#(#i&



M(!$i()!

!0!1004 CR%S&$( &EMP($-O -E mm %nc. $cc. Coocacion m2

ida 04.13.01 CANALETA GALVANIZADA DE "



M(& d! O*$(

47010002 OPER$R%O 1.0000

47010004 PEON 1.0000

M(!$i()!

10000014 *$NC#O *$(. P6ES&R'C&. ME&$(%C$ d?1"mm und

101000" C$N$(E&$ -E +%ERRO *$($N%;$-O m

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO

ida 04.13.02 :AJADA DE TU:ERIA PLUVIAL PVC7SAP DE 3"

ndimiento MO. 10.0000 EQ. 10.0000 Costo u


M(& d! O*$(

47010002 OPER$R%O 1.0000

47010004 PEON 0."000

M(!$i()!

72"!00!4 CO-O PC S$P !8 D 30> pAa

7!0100! &'ER%$ PC S$( !8 m

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO

ida 04.14.01.01 SALIDA PARA ALUM:RADO EN TECO DE PVC SAP 15



M(& d! O*$(

47010002 OPER$R%O 1.0000

47010004 PEON 1.0000

M(!$i()!

07000017 C$(E (SO# 2." mm2 m

120300"! C$@$ +%ERR.*$($N. 400 D 400 D!0 MM und

23040001 C%N&$ $%S($N&E r

74020014 C'R$ PC S$P !648 pAa

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO


14/32

ida 04.14.02.01 INTERRUPTOR UNIPOLAR SIMPLE DE PVC SAP 15



M(& d! O*$(

47010002 OPER$R%O 1.0000

47010004 PEON 1.0000

M(!$i()!

07000017 C$(E (SO# 2." mm2 m

120300"" C$@$ REC&$N*'($R -E PC 1005""5"0mm und

12!1002 %N&ERR'P&OR S%MP(E und

23040001 C%N&$ $%S($N&E r

74010037 &'O PC S$P 20mm 5 !m und

74020014 C'R$ PC S$P !648 pAa

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO

ida 04.14.02.02 INTERRUPTOR UNIPOLAR DO:LE DE PVC SAP 15



M(& d! O*$(

47010002 OPER$R%O 1.0000

47010004 PEON 1.0000

M(!$i()!

07000017 C$(E (SO# 2." mm2 m

120300"" C$@$ REC&$N*'($R -E PC 1005""5"0mm und12!100! %N&ERR'P&OR -O(E und

23040001 C%N&$ $%S($N&E r

74010037 &'O PC S$P 20mm 5 !m und

74020014 C'R$ PC S$P !648 pAa

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO

ida 04.14.03.01 TOMACORRIENTE :IPOLAR DO:LE C@LINEA A TIERRA PVC SAP 15 EN PARED



M(& d! O*$(

47010002 OPER$R%O 1.0000

47010004 PEON 1.0000

M(!$i()!

0700001 C$(E (SO# 4 mm2 m

120300"" C$@$ REC&$N*'($R -E PC 1005""5"0mm und

12!100" &OM$CORR%EN&E -O(E und

23040001 C%N&$ $%S($N&E r

74010037 &'O PC S$P 20mm 5 !m und74020014 C'R$ PC S$P !648 pAa


15/32

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO

ida 04.15.01 TU:ERIA PVC SAP


16/32

47010002 OPER$R%O 1.0000

47010004 PEON 1.0000

M(!$i()!

120000"0 &$(ERO *$%NE&E ME&$( und

12020024 %N&ERR'P&OR &ERMOM$*NE&%CO -E 251"$5240 und

1202002" %N&ERR'P&OR &ERMOM$*NE&%CO -E 2520$5240 und

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO

ida 04.1.01 ARTE;ACTO ADOSADO A TECO C@2 LAMPARAS ;LUORESCENTE 3

ndimiento MO. .0000 EQ. .0000 Costo u


M(!$i()!

11210033 $R&E+$C&O C62 ($MP$R$S -E !F @OS+E( O S%M%($R und

ida 04.1.02 COLOCACION DE ARTE;ACTOS DE ALUM:RADO

ndimiento MO. 10.0000 EQ. 10.0000 Costo u


M(& d! O*$(

47010002 OPER$R%O 1.0000

47010004 PEON 0."000

E+'i%

!70"002" #ERR$M%EN&$S M$N'$(ES )MO


17/32

PGina : 1

+eca presupuesto 10@11@2014

ario directo por : m2 0.43

C(&id(d P$!#i S@. P($#i() S@.

0.0!20 12.3 0.42

0.42

!.0000 0.42 0.01

0.01


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03 Cu - Aula de Innovacion

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