PFUI Proponente AE130v015

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Grau de sigilo Grau de sigilo #PÚBLICO #PÚBLICO

Proposta de Financiamento de Unidade Isolada

Proposta de Financiamento de Unidade Isolada

Construção, Conclusão, Ampliação ou

Construção, Conclusão, Ampliação ou Melhoria/ReformaMelhoria/Reforma

PROPOSTA

PROPOSTA

1.08

1.08 ProponenteProponente 1.01.0 CP! Prop.CP! Prop. 1.101.10 ""eleone Preleone Prop.op. 1.531.53 $espons%&el "'(ni(o ) $"$espons%&el "'(ni(o ) $" 1.5*1.5* ++,C,CAA--CC$$EEAA --!! 1.551.55 CP! $"CP! $" 1.5/1.5/ "eleone $""eleone $" D

DEENNIISSE E PPEERREEIIRRA A DDE E OOLLIIVVEEIIRRAA AA9966449955--66 MMSS 003355..449933..228811--0099 6677 9999664422--66666611

Identii(ao do i2&el proposto Identii(ao do i2&el proposto

1.40

1.40 Endereo e6ata2e7nte (o2o (onsta na 2atr(ula do i2&el9Endereo e6ata2e7nte (o2o (onsta na 2atr(ula do i2&el9 1.411.41 Co2ple2entoCo2ple2ento 1.431.43 CEPCEP 1.441.44 BairroBairro 79750000

79750000

1.45

1.45 :uni(pio:uni(pio 1.4/1.4/ -!-! 1.**1.** "ipo do i2&el proposto;"ipo do i2&el proposto; N

NOOVVAAAANNDDRRAADDIINNAA MSMS 1.**.011.**.01 CasaCasa 1.**.041.**.04  Aparta2e Aparta2entonto 1.**.031.**.03 Outro< espe(ii(ar;Outro< espe(ii(ar;

1.*5

1.*5 -so do i2&el proposto;-so do i2&el proposto; 1.8*1.8* "erreno; &alor proposto"erreno; &alor proposto 1.851.85 :atr(ula:atr(ula 1.8/1.8/ O(ioO(io 1.8=1.8= Co2ar(aCo2ar(a 1.881.88 -!-!

1.*5.01

1.*5.01 $esiden(ial$esiden(ial 1.*5.041.*5.04 Co2er(ialCo2er(ial 1.*5.031.*5.03 :isto:isto 11ºº NNOOVVAAAANNDDRRAADDIINNAA MMSS

DOCUMENTAÇÃO PARA ANLISE T!CNICA

DOCUMENTAÇÃO PARA ANLISE T!CNICA

>o(u2entao B%si(a >o(u2entao B%si(a

44.01

44.01 Certido do i2&el e6pedida pelo Cartrio de $egistro Geral de I2&eisCertido do i2&el e6pedida pelo Cartrio de $egistro Geral de I2&eis

>o(u2entao para A?uisio de "erreno e Construo >o(u2entao para A?uisio de "erreno e Construo

44.04

44.04 ++o o ((aasso o dde e aa??uuiissiio o dde e tteerrrreennoo< < ooppo o dde e ((oo22pprra a e e &&eennddaa;; @@aalloor r pprrooppoossttoo;; $$  rea; rea; 22 @alor unit%rio;@alor unit%rio; R" 0.00R" 0.0022

>o(u2entao para ConstruoCon(luso$eor2aA2pliao >o(u2entao para ConstruoCon(luso$eor2aA2pliao

44.03

44.03 OODDeettoo FFttaattuuss 44.03.01

44.03.01 Proeto de ar?uiteturaProeto de ar?uitetura O #$%&'(% )$*+,('(,/% )#$%)% #'% $% /%#'('('  ',:' #)$) ) ,;'$)<% ) #$,',$) #)$/').O #$%&'(% )$*+,('(,/% )#$%)% #'% $% /%#'('('  ',:' #)$) ) ,;'$)<% ) #$,',$) #)$/').

44.03.04

44.03.04  Al&ar%li(ena de oDra Al&ar%li(ena de oDra >ata de &alidade>ata de &alidade;;

= #%'$> '$ )#$''()) )( ) #$,',$) ,;'$)<% = #%'$> '$ )#$''()) )( ) #$,',$) ,;'$)<%

44.0

44.0 Itens >e(larados pelo $espons%&el "'(ni(oItens >e(larados pelo $espons%&el "'(ni(o 44.0.01

44.0.01 "ipo de undao (o2pat&el (o2 as (ara(tersti(as do "ipo de undao (o2pat&el (o2 as (ara(tersti(as do solo e da edii(ao.solo e da edii(ao. )('')(''

44.0.04

44.0.04 I2per2eaDiliHao da undaI2per2eaDiliHao da undao< de ali(er(es< Daldra2es e radiers< o< de ali(er(es< Daldra2es e radiers< e2 todas as a(es e2 todas as a(es ?ue tena2 (ontato (o2 o solo< para e&itar ?ue tena2 (ontato (o2 o solo< para e&itar a o(orrJn(ia de u2idade as(endente.a o(orrJn(ia de u2idade as(endente. )('')(''

44.0.03

44.0.03 I2per2eaDiliHao das 3 pri2eiras iadas I2per2eaDiliHao das 3 pri2eiras iadas de al&enaria< para e&itar a de al&enaria< para e&itar a o(orrJn(ia de u2idade as(endente.o(orrJn(ia de u2idade as(endente. )('')(''

44.0.0*

44.0.0* I2per2eaDiliHao de %reas K2idas Daneiros< (oHinas< sa(adas< I2per2eaDiliHao de %reas K2idas Daneiros< (oHinas< sa(adas< la&anderia9.la&anderia9. )('')(''

44.0.05

44.0.05 +o utiliHao de al&enaria de &edao (o2 uno estrutural.+o utiliHao de al&enaria de &edao (o2 uno estrutural. )('')(''

44.0.0/

44.0.0/ Cinta de a2arrao e2 (on(reto ar2ado soDre todas as paredes portantes.Cinta de a2arrao e2 (on(reto ar2ado soDre todas as paredes portantes. )('')(''

44.0.0=

44.0.0= @erg@ergas e2 todas as as e2 todas as portas e anelas< (o2 apoio de no 2ni2o portas e anelas< (o2 apoio de no 2ni2o de 40 (2 (ontra&ergas e2 tde 40 (2 (ontra&ergas e2 t odas as anelas (o2 &os odas as anelas (o2 &os a(i2a de 1<00 2.a(i2a de 1<00 2. )('')(''

44.0.08

44.0.08 "rata2en"rata2ento (ontra (upi2 e2 to (ontra (upi2 e2 todo tipo de 2adeira apli(ada na estrutura da (oDertura e das es?uadrias olas< (ai6ilos< 2ar(os< todo tipo de 2adeira apli(ada na estrutura da (oDertura e das es?uadrias olas< (ai6ilos< 2ar(os< (ontra)2ar(os e aliHares9.(ontra)2ar(os e aliHares9. )('')(''

44.0.0

44.0.0 -so de 2ateriais de (onstruo (onor2e as -so de 2ateriais de (onstruo (onor2e as nor2as t'(ni(as Drasileiras< e2 espe(ial as nor2as t'(ni(as Drasileiras< e2 espe(ial as (onstantes no PBMP)N.(onstantes no PBMP)N. )('')(''

ANOTAÇ?ES@RELATRIOS DE RESPONSABILIDADE T!CNICA  ART@RRT

ANOTAÇ?ES@RELATRIOS DE RESPONSABILIDADE T!CNICA  ART@RRT

>o(u2entao para ConstruoCon(luso$eor2aA2pliao >o(u2entao para ConstruoCon(luso$eor2aA2pliao

1*.01

1*.01  A$"$$" A$"$$" FtatusFtatus $espons%&el t'(ni(o ) $$espons%&el t'(ni(o ) $"" CP!CP! CA-C$EACA-C$EA C

Coonnsseelloo --!! $$eeggiissttrro o nn 1*.01.01

1*.01.01 Proeto Ar?uitetni(oProeto Ar?uitetni(o CCAAUU MMSS AA9966449955--66

1*.01.04

1*.01.04 Proeto EstruturalProeto Estrutural CCAAUU MMSS AA9966449955--66

1*.01.03

1*.01.03 Proeto El'tri(oProeto El'tri(o CCAAUU MMSS AA9966449955--66

1*.01.0*

1*.01.0* Proeto Nidrossanit%rioProeto Nidrossanit%rio CCAAUU MMSS AA9966449955--66

1*.01.05

1*.01.05 Proeto de I2per2eaDiliHaoProeto de I2per2eaDiliHao 1*.01.0/

1*.01.0/ Proetos Co2ple2entares op(ionais9Proetos Co2ple2entares op(ionais9 1*.01.0=

1*.01.0= E6e(uoE6e(uo CCAAUU MMSS AA9966449955--66

+ + ====

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1*.01.08 E2presa E6e(utoraConstrutora 1*.01.0 C+PQ E2presa

= #%'$> '$ )#$''()) )( ) #$,',$) ,;'$)<% == ' + '% RT %$ % $'#%>' #%$ ), ' + '$,<%  #%:' $'/%F'$ +) G,/) ART@RRT #)$) % /%&+(% ' '$,<% '' *+' (%% % '$,<% '('&) ',)'(' $',($)% % %/+'(%H '(' /)% $'#'(,$ (%% % )% #)$) (%% % '$,<% %; +) $'#%);,,)'

(3)

OBRA

I%$)<' ) %;$)

10.01 Fiste2a (onstruti&o 10.01.01 Con&en(ional 10.01.04 +o)(on&en(ional;

10.04 Padro de a(aDa2ento 10.04.01  Alto 10.04.04 +or2al 10.04.03 Bai6o 10.04.0* :ni2o

10.03 $egi2ede(onstruo Construtora C+PQ

10.03.01  Ad2inistrao direta 10.03.04 E2preitada;

=S,(') %-/%'/,%), '$% )),)% #%$ #$%,,%) % *+)$% CAIJA ==%'(' ' /)% ' '#$',())

Muadro de %reas Beneitorias

10.0*.01 NaDita(ional

10.05.01 10.05.01.01 10.05.01.04

10.0*.04 Co2er(ial

10.0*.03 "otal a (onstruir  0.00

VALORES@CUSTOS

Os ser&ios % e6e(utados ta2D'2 de&ero ser in(ludos no ora2ento.

O ora2ento oDrigatoria2ente de&er% (onte2plar os itens ?ue atenda2 Rs (ondiSes 2ni2as oDrigatrias para a(eitao do i2&el (o2o garantia.

Ite2 Fer&ios Muantidade Custo -nit%rio Custo "otal Peso

T$U T$U TVU

1=.01 FE$@IWOF P$ELI:I+A$EF E GE$AIF 0.00 0.00 >es(re&er todos os ser&ios preli2inares ne(ess%rios para a e6e(uo da oDra.

1=.01.01 &D 1.00 0.00 0.0

1=.04 I+!$AEF"$-"-$A 0.00 0.00

1=.04.01 >e2oliSes 2X 0.00 0.0

1=.04.04 Li2peHa do terreno 2 0.00 0.0 #@ % ,,/,% ) %;$) /)#,)$ $'(,$)) ' +&',$) ' ,')'(% ) %;$).

1=.04.03 Es(a&aSes 2e(Yni(as 2X 0.00 0.0

1=.04.0* Es(a&aSes 2anuais 2X 0.00 0.0 E/))<' #@ ''/+<% ) ;$%/) ;%/% ' ;)$)'.

1=.04.05 Aterro e apiloa2ento 2X 0.00 0.0 A('$$% ' )#,%)'(% ) ,) ;)$)' ,('$)

1=.04.0/ Lo(aodaoDra 2 0.00 0.0 L%/)<% /% (>;+) ' 20 / ' '()/) /% /),;$%.

1=.04.0= !undaSes superi(iais &D 1.00 0.00 0.0 ;$%/) /@,)'($% ' 25/ ' #$%. ' )( 5 ' ;%/% );% ' /%/$'(% )$)% /K20M#).

1=.04.08 !undaSes proundas &D 1.00 0.00 0.0

1=.04.0 I2per2eaDiliHao das undaSes &D 1.00 0.00 0.0 ;)$)' /)#) ' ')/,( ' '+($% ' 2 '%.

1=.04.10 0.00 0.0 ,) ;)$)' ' /%/$'(% )$)% /K20 M#).

1=.04.11 0.00 0.0

1=.03 F-P$AEF"$-"-$A 0.00 0.00

1=.03.01 Con(reto ar2ado< in(lusi&e or2a 2X 0.00 0.0 /%/$. )$)% #,)$' ,) ' $'#)% ' #,)$' % %,(' /K 20M#).

1=.03.04 Laederro 2 0.00 0.0

1=.03.03 Estrutura de 2adeira &D 1.00 0.00 0.0

1=.03.0* Estrutura 2et%li(a &D 1.00 0.00 0.0

1=.03.05 0.00 0.0

1=.03.0/ 0.00 0.0

1=.0* PA$E>EF E PAI+EIF 0.00 0.00

1=.0*.01 Al&enaria e2 tiolo urado 2 0.00 0.0 (,&%% /'$,/% 8 +$% 1@2 ' ) #)$'' ,('$) ' '('$) ($)<% 126

1=.0*.04 Al&enaria e2 tiolo 2a(io 2 0.00 0.0

1=.0*.03 Al&enaria e2 Dlo(o estrutural 2 0.00 0.0

1=.0*.0* Paredes de (on(reto 2 0.00 0.0

1=.0*.05 @ergas e (ontra&ergas de (on(reto 2 0.00 0.0 ' (%) ) &)') ' #%$() ' /%/$'(% )$)%.

1=.0*.0/ 0.00 0.0

Beneitorias

e6istentes :uro deal&enaria Outros<des(re&er;

-ni)

da)de Espe(ii(ao ) >es(rio das (ara(tersti(as de 2ateriais e ser&ios< (onstandoo padro de a(aDa2entolina do produto e lo(al onde sero e2pregados  Fer&. t'(ni(os < proetos< ta6as< desp. ini(.< inst.

pro&is.< Darra(o< (onsu2os e li2peHa de oDra P$%&'(% )#$%)% (') ' ,;'$)<% % >)$) ;)$$)/% ,())<%' ' )+) ' ''$,) '%/+'(% % /)$($,%.

Pre&er o 2o&i2ento de terra ne(ess%rio. O tipo de undao proetada e a i2per2eaDiliHao pre&ista para as undaSes.

>es(re&er o tipo de estrutura proetada e 2ateriais. Pre&er (inta de (on(reto para a2arrao da al&eanaria. +a ausJn(ia de lae ' oDrigatrio a (olo(ao de orro.

L)&' (,#% ($',<)) %$$% /% )&%() /'$. /%/$'(% /)#) /K20M#) / )F) ' 42 ,/+,% % ;',$)

>es(re&er o tipo de al&enaria tanto estrutural ?uanto de &edao.Espe(ii(ar onde sero e6e(utadas as &ergas e (ontra&ergas.

(4)

1=.0*.0= 0.00 0.0

(5)

1=.05 EFM-A>$IAF 0.00 0.00 Portas ou anelas e2 todas as aDerturas de ?uartos< Daneiros e &os e6ternos. 1=.05.01 Porta de entrada (o2pleta (on 0.00 0.0 #%$(. C%#')) /%#. /% #$%(. /%($) /+#, '/F)+$) ) )$/) P)%

1=.05.04 Portas internas (o2pleta (on 0.00 0.0 #%$(. C%#')) /%#. /% #$%(. /%($) /+#, '/F)+$) ) )$/) P)%

1=.05.03 Qanelas 2 0.00 0.0 % *+)$(% '',)) ' )<% )$/) )))K, . 1=.05.0* Bas(ulantes 2 0.00 0.0 1=.05.05 0.00 0.0 1=.05.0/ 0.00 0.0 1=.05.0= 0.00 0.0 1=.05.08 0.00 0.0 1=.05.0 0.00 0.0 1=.0/ @I>$OF E PLF"ICOF 0.00 0.00 1=.0/.01 Lisos 2 0.00 0.0 ) &)') ) '',)) ,$% ,% 40  ,/%%$  1=.0/.04 !antasia 2 0.00 0.0 1=.0/.03 "e2peradola2inado 2 0.00 0.0 % ;)F',$% /%,F) ' ))@(. M)$/) %+$)) '#'+$) ' 8  1=.0/.0* "iolode&idro 2 0.00 0.0 1=.0/.05 Pl%sti(os e a(rli(os 2 0.00 0.0 1=.0/.0/ 0.00 0.0 1=.0/.0= 0.00 0.0 1=.0/.08 0.00 0.0 1=.0= COBE$"-$AF 0.00 0.00

1=.0=.01 Estrutura para telado 2 0.00 0.0 '($+(. ' ('%+$) ('$<) /),;$% ' )',$) ' 1 /@($)(). /%($) /+#,.

1=.0=.04 "elas 2 0.00 0.0 ('F) ,;$%/,'(% ,/. 15Q 1=.0=.03 Calaseruos 2 0.00 0.0 $+% % ;',$), ' /)F) % '/%($% ' ('F)%' /F)#) )),)). 1=.0=.0* 0.00 0.0 1=.0=.05 0.00 0.0 1=.0=.0/ 0.00 0.0 1=.08 I:PE$:EABILIZAW[EF 0.00 0.00 1=.08.01 "erraos e (oDerturas 2 0.00 0.0

1=.08.04 Pisos e paredes do suDsolo 2 0.00 0.0

1=.08.03 Bo6es de Daneiros 2 0.00 0.0 1=.08.0* Qardineiras 2 0.00 0.0 1=.08.05 0.00 0.0 1=.08.0/ 0.00 0.0 1=.0 $E@EF"I:E+"OF I+"E$+OF 0.00 0.00 1=.0.01 Capis(o 2 0.00 0.0 /% )$',) $%) ' /,'(% ($)<% 13 '#05/ 1=.0.04 E2Doo 2 0.00 0.0 1=.0.03 $eDo(o 2 0.00 0.0 1=.0.0* $eDo(opaulista 2 0.00 0.0 )$',) ))) ,) /) ' /,'(% ($)<% 153 '#.25/. 1=.0.05 Gesso 2 0.00 0.0 1=.0.0/ CerY2i(a 2 0.00 0.0 1=.0.0= Pastilas de &idro 2 0.00 0.0 1=.0.08 Por(elanato 2 0.00 0.0 1=.0.0 0.00 0.0 1=.0.10 0.00 0.0 1=.0.11 0.00 0.0

CoDertura e2 telas (erY2i(as< de (on(reto ou de 2aterial (o2 dese2peno e?ui&alente. \ ad2itida tela de iDro(i2ento e ]^ /22 e2 i2&el (o2 lae.

,#.) 3 #$,',$) ,)) ' $';%/% '(. ' 60/ /% ')/,( ) )$))) ,#'$');,,)<% ) >$') %F)).

 Atender a e6igJn(ia a(aDa2ento nas paredes internas e Darra i2per2e%&el no Do6< (o2 altura 2ni2a de 1<50 2.

)+',&% ')()% PI-IV )'()% /% )$))) #$%() ,(. N% ;)F',$% ' /%,F) )(' % ('(% ' 1 ,)) %;$' % ()*+'

(6)

1=.10 !O$$OF 0.00 0.00 1=.10.01 Gesso 2 0.00 0.0 1=.10.04 P@C 2 0.00 0.0 1=.10.03 :adeira 2 0.00 0.0 1=.10.0* 0.00 0.0 1=.10.05 0.00 0.0 1=.10.0/ 0.00 0.0

1=.11 $E@EF"I:E+"OF E_"E$+OF 0.00 0.00 Atender Rs e6igJn(ias de re&esti2ento e6terno (o2 pintura.

1=.11.01 Capis(o 2 0.00 0.0 /% )$',) $%) ' /,'(% ($)<% 13 '#05/ 1=.11.04 E2Doo 2 0.00 0.0 1=.11.03 $eDo(o 2 0.00 0.0 1=.11.0* $eDo(opaulista 2 0.00 0.0 )$',) ))) ,) /) ' /,'(% ($)<% 153 '#.25/. 1=.11.05 CerY2i(a 2 0.00 0.0 1=.11.0/ Pastilas de &idro 2 0.00 0.0 1=.11.0= Por(elanato 2 0.00 0.0 1=.11.08 0.00 0.0 1=.11.0 0.00 0.0 1=.11.10 0.00 0.0

14.14 PI+"-$A 0.00 0.00 >es(re&er tipos de pinturas pre&istas e seus respe(ti&os lo(ais de apli(ao.

1=.14.01 E2assa2ento 2 0.00 0.0  +) '% ' )) #) V'+('

1=.14.04 Pinturainterna 2 0.00 0.0 A#,/. ' +) '% ' (,() #) +) '% ' )) #) V'+('

1=.14.03 Pinturae6terna 2 0.00 0.0 L,)'(% % $';%/% ')%$ )/$:,/% ' (,() )/$,,/) +) '%V'+('

1=.14.0* Pintura soDre 2adeira 2 0.00 0.0 ,)'(% ' '$,. V'+('

1=.14.05 Pintura soDre (on(reto 2 0.00 0.0

1=.14.0/ Pintura soDre 2etal 2 0.00 0.0 )') '',)) ,)'(% +% #$'#)$)%$ ' ')('. C%$)

1=.14.0= "e6tura 2 0.00 0.0 $),)(% ' +) #)$'' ) )/F)) )$/) '+('

1=.14.08 0.00 0.0

1=.14.0 0.00 0.0

1=.13 PIFOF 0.00 0.00 Atender a e6igJn(ia de piso i2per2e%&el nas %reas 2oladas.

1=.13.01 Contrapiso 2 0.00 0.0 A#,%)%. T$)<% 1H 3 H 4 '#'+$) 6 / /K 18M#). 1=.13.04 CerY2i(a 2 0.00 0.0 /'$),/) 5050 )$/) ,()$' )'()% / )$). I+($,),)) 1=.13.03 Ci2entado rKsti(o 2 0.00 0.0 1=.13.0* Ci2entadoliso 2 0.00 0.0 C)<)) ''/. % #'$,'($% '('$. ) ',/. '#7/ /% ,/ /%($)$,) ) #)$'' 1=.13.05 :adeira 2 0.00 0.0 1=.13.0/ Piso&inli(o 2 0.00 0.0 1=.13.0= Carpete 2 0.00 0.0 1=.13.08 Por(elanato 2 0.00 0.0 1=.13.0 0.00 0.0 1=.13.10 0.00 0.0 1=.1* ACABA:E+"OF 0.00 0.00 1=.1*.01 $odap's 2 0.00 0.0  ' 7 /'(:'(% )'()% /% )$))) ,+($,),)). 1=.1*.04 Foleiras 2 0.00 0.0 $),(% /@ )$. ' 15/ #%$ '#'+$) ' 3/ #%$() ' '($. /%. E ;)F.

1=.1*.03 Peitoris 2 0.00 0.0 E $),(%  &)') ' ,$% ('#'$)% ' 15 /'(:'($%. I/,)<% ' 1 Q.

1=.1*.0* 0.00 0.0

1=.1*.05 0.00 0.0

Caso estea pre&isto o uso de orro< espe(ii(ar o tipo de 2aterial e seu respe(ti&o lo(al de apli(ao.

(7)

1=.15 I+F"ALAW[EF EL\"$ICAF E "ELE!`+ICAF 0.00 0.00

1=.15.01 "uDulaSes e (ai6as nas laes &D 1.00 0.00 0.0 C% /),) #)$) )'()'(% ) +,>$,). T,$' ' #,)

1=.15.04 "uDulao e (ai6as nas al&enarias &D 1.00 0.00 0.0 C%+:(' (,$' ' /),) ' #/ )' ' ''($%+(% )(,/F))

1=.15.03 Eniao &D 1.00 0.00 0.0 ,% /%$,% /% #$%('<% )(,/F)).

1=.15.0* Muadros de distriDuio un 0.00 0.0 E #/ (,$' %+ )'

1=.15.05 "o2adas< interruptores e disuntores &D 1.00 0.00 0.0 E #/ ($)%(,) 8 ,&+(%$' ''($%)$ 

1=.15.0/ Muadro de entrada de energia un 0.00 0.0 + de pontos por (2odo preen(er (o2 a ?uant. rela(ionada aos tipos aDai6o9

1=.15.0= Interone &D 1.00 0.00 0.0 Muartos Fala CoHina C r. Fer&io

1=.15.08 0.00 0.0 "o2adas 4 9 12 3 2

1=.15.0 0.00 0.0 Interruptores 1 1 1 1 1

1=.15.10 0.00 0.0 Pontos de luH 1 1 1 1 1

1=.1/ I+F"ALAW[EF NI>$-LICAF 0.00 0.00

1=.1/.01 Ca&alete e idr2etro &D 1.00 0.00 0.0 %$'/,% #') )'+

1=.1/.04 "uDulao de %gua ria &D 1.00 0.00 0.0 E #/ 3@4 ' 1.1@2 (,$' %+ ))/%

1=.1/.03 "uDulao de %gua ?uente &D 1.00 0.00 0.0

1=.1/.0* $eser&atrio de %gua ria un 1.00 0.00 0.0 C),) ' >+) 500 ,($% ' #/ (,$'.

1=.1/.05 E?uipa2ento a?ue(i2ento de %gua un 0.00 0.0

1=.1/.0/ $eser&atrio de %gua ?uente un 0.00 0.0

1=.1/.0= 0.00 0.0

1=.1/.08 0.00 0.0

1=.1= I+F"ALAW[EF >E EFGO"O E G-AF PL-@IAIF 0.00 0.00

1=.1=.01 "uDulao &D 1.00 0.00 0.0 E PVC (,$' %+ ))/%

1=.1=.04 Cai6as un 0.00 0.0 (6. de gordura (6. passage2 ossa s'pti(a su2idouro

1=.1=.03 !ossa F'pti(a un 0.00 0.0 Capa(idade /. ' %$+$) 15 1680L 10600L

1=.1=.0* Fu2idouro un 0.00 0.0 :aterial #/ )')$,) )')$,) )')$,)

1=.1=.05 $ede de drenage2 do lote &D 1.00 0.00 0.0

1=.1=.0/ 0.00 0.0 1=.1=.0= 0.00 0.0 1=.18 LO-WAF E :E"AIF 0.00 0.00 1=.18.01 @asos sanit%rios un 0.00 0.0 D' %+<) ;$)/) )$/) ,/'#) #)$% ',% /@ ,#%,(,% ' +% +#% 1=.18.04 La&atrios un 0.00 0.0 /+;) ' %+<) ;$)/) /% );,'('. 1=.18.03 PiadeCoHina un 0.00 0.0 #,) ' $),(% 1=.18.0* Ban(adas 2 0.00 0.0 1=.18.05 "an?ue un 0.00 0.0 M)$%$' ,((,/%

1=.18.0/ "orneiras e registros un 0.00 0.0 $',($% %/% ' (%$',$) '('' (%$',$) % C /% )$'&)%$ 

1=.18.0= 0.00 0.0

1=.18.08 0.00 0.0

Fe utiliHado siste2a de a?ue(i2ento de %gua< inor2ar (ara(tersti(as< 2ar(a< 2odelo $eser&atrio de %gua ria (apa(idade 2ni2a de 500 l.>es(re&er a soluo de drenage2 de %guas plu&iais do terreno ou ustii(ar a dispensa.

$'' ' $')' #)$) $'F) W '$ ,())) % /)(% % ;)F',$%. O $' ()(' % %(' ('$) )(+$) +,/,'(' #)$) '/%)'(% +#'$,/,) ) A. P+,),

(8)

1=.1 CO:PLE:E+"OF 0.00 0.00

1=.1.01 Li2peHa inal e (alaetes &D 1.00 0.00 0.0 /)<);) ' ),)

1=.40 O-"$OF FE$@IWOF 0.00 0.00 >es(re&er.

1=.40.01 UN 1.00 0.00 0.0 F);,('-' ' )'$;)<% % /)$(%$,%

1=.40.04 0.00 0.0

1=.40.03 0.00 0.0

1=.41  "O"AL 0.00 0.00 Custo2 T$U 0.00

1=.41.03  NABI"AWbO 0.00 0.00

1=.41.0*  CO:E$CIAL 0.00 0.00

CRONOXRAMAS

18.01.01 PraHo pre&isto para e6e(uo 8 2eses 18.01.03 >ata pre&ista de t'r2ino 18.01.0* + de &istoriaspar(elas pre&istas 8

Ite2 Fer&io @alor 

Par(ela)01 Par(ela)04 Par(ela)03 Par(ela)0* Par(ela)05 Par(ela)0/ Par(ela)0= Par(ela)08

 Fp A( Fp A( Fp A( Fp A( Fp A( Fp A( Fp A( Fp A(

$ V V V V V V V V V V V V V V V V V V

18.01 Fer&ios preli2inares e gerais 0.00 0.00 100.0 100.00 100.0 100.0 100.0 100.0 100.0 100.0 100.0

18.04 Inra)estrutura 0.00 0.00 100.0 100.00 100.0 100.0 100.0 100.0 100.0 100.0 100.0 18.03 Fupra)estrutura 0.00 0.00 70.0 =0.00 20.0 0.0 10.0 100.0 100.0 100.0 100.0 100.0 100.0 18.0* Paredesepain'is 0.00 0.00 30.0 30.00 40.0 =0.0 20.0 0.0 10.0 100.0 100.0 100.0 100.0 100.0 18.05 Es?uadrias 0.00 0.00 0.00 0.0 10.0 10.0 40.0 50.0 50.0 100.0 100.0 100.0 100.0 18.0/ @idrosepl%sti(os 0.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 30.0 30.0 70.0 100.0 18.0= CoDerturas 0.00 0.00 0.00 0.0 10.0 10.0 35.0 *5.0 50.0 5.0 5.0 100.0 100.0 100.0 18.08 I2per2eaDiliHaSes 0.00 0.00 50.0 50.00 50.0 50.0 50.0 50.0 40.0 0.0 10.0 100.0 100.0 18.0 $e&esti2entos internos 0.00 0.00 0.00 0.0 0.0 0.0 20.0 40.0 50.0 =0.0 30.0 100.0 100.0 18.10 !orros 0.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 18.11 $e&esti2entos e6ternos 0.00 0.00 0.00 0.0 20.0 40.0 20.0 *0.0 30.0 =0.0 30.0 100.0 100.0 100.0 18.14 Pintura 0.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 18.13 Pisos 0.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 30.0 30.0 70.0 100.0 18.1*  A(aDa2entos 0.00 0.00 0.00 0.0 10.0 10.0 10.0 40.0 10.0 30.0 30.0 30.0 70.0 100.0

18.15 InstalaSes el'tri(as e teleni(as 0.00 0.00 0.00 10.0 10.0 10.0 10.0 40.0 40.0 50.0 =0.0 30.0 100.0 100.0 18.1/ InstalaSes idr%uli(as 0.00 0.00 0.00 10.0 10.0 10.0 40.0 40.0 30.0 50.0 30.0 80.0 10.0 0.0 10.0 100.0 18.1= InstalaSes de esgoto e %guas plu&iais 0.00 0.00 10.0 10.00 10.0 10.0 20.0 30.0 10.0 *0.0 10.0 50.0 40.0 0.0 10.0 100.0

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