medição - construção ete stocco

'.' ..4,",
""""1II;q.g., __
_
~
~---.
LOTE 01 . CONSTRUCAO CIVIL
~9h~EI}s'
.ETE Stocco
Planilha de Medicão
PREÇO
TOTAL (R$)CORRIGlOO
UNtT.
QUA,NT.
UNIO.
DESCA..lçAO
mo
.,
,
CONSTRUCAOCIVll-
•
EM MAOElRA, COll£ll,TUlA
~.
''!, "
-•..)'<;,u,••.•.
EM TaHA
All.lGlJfL CO",U.l~ER/ESCRITM'C
C/I VASO/llAVII
MIC/4 QflNlARC_2,lOM
COMPR~6,20H
"ll_2,SOM
OW'AACO
N(RVTAAl'EZ FOAAOCIlSOl TtRl'tORfFORC PlSO COMPiN$ N"'VM. ItIO.lNST
ACUST QtASSts
AlLGJElCOOTAlM£RJ$ANfT
COMPR_6,2Cif'1 AlT"2,5OH
1.1.)
DE: MIIDBRA COMPEM!>"''''' 16MM). PltmJRA
m'
ACAl-
liA
lDCA~
CONv{HCIDN~
LU
1.1.,_
iÚii
12.6
GIl.AOfAMeN
o
~ ••08RA. AWvtS
.
,,'-::t. . ;;<;r
ot Gl.BAAlTO DE TABUAS CORRlOAS
,
,I,
"
l.2.bA
Aro
CA-So, OtAM. 6,J (1/4)
12,SMM(lm
L1~G
-
e a~lG
di! CCIl'£I1'lG ou m...sa
.""
,
por DGmbtammU> (sefV~
.,
, ,f
' ,,..~19.10fl
,
:it
'"
"~
"M
NAO ESTRUTURAL, CONSUMO MINlMO UOKGJM)
(I:4'S)
(PARA
1,21
REAT!RIl.O
f
COMPACfACAO
MECA"ICO OE VALA COM COMPACTAOOR MANUAL
m'
5,49
120,10
m'
o,n
2JS,18
m'
18,79
H.22
~~RMf/llmUAu.OCOM
OMflfTO
ausrAlllAlfTt
COM EMUlSAO ADESIVA PARA
1.l.U
m'
2S,'l&
fSlAo.
. 1..3";';
(SCrwAOA
HtUoNlCAMfNlf.
E
'" PlNElRA
ROlAm",;
ESTACA l$C.AVMlA MECA!.1f.AMHITE
SUPO
ESl:.AV~MANUA.l
, --
ot lACATtGORlAAT£
'"
;;:-'.
"1,18
l,bO
m'
1,51'1
,
LU
.,
loloI,lS
AR,M.\CAO ACOU.'SO,
CIAM. 6,3 (1/4)
12,5MM(1/2)
ARfolN:AO DE #1:.0 (.0,-(00 CIAM, J.~A 6,OMM.- f()AAtOM£HTO
1,3.9
.
1.lI~
t
COltCll.rTO
N.o\OESTRUTURAL, ~SUMO
aden...menlo
de tooere\Oou
mas ••
pol"
55),11
I CORTt
(ClPEROA O£
t>ombeolmmlO(~
1.3,lilA
MINlHO ISO KGJMl (l;ü)
(I'AltA
~
,
no
nu
..'
',,",
m'
0,)1
lJS,78
,
li;; 15ei:ijj,íg~'"~"O"'''''''''
m'
Ll.lS
••
14,1
1'1N1\JRA EM PlllMEll. H'O~~
A
VMA BCOAADA
MAT IA CAT CiIlETRO£Sl:.AV DE U
A 3M EXU,USM
..
~.".
'.
12,04
m'
m'
,
""
>
':';-,.;,
<t~
,.
r.t:i'(,
' ';,j7'll"~"
'"
".
'M
,,~
.'".
.
.
.
~
".'
Ill,OO
". ..10000II
41."
."
'00
IC1,S1
11.'1
111.61
5.l~U'l
551.11
).196.10
nc,w
"
,
),4J1IUJ
U,ILlO',
,~
l09L.~
1I1.M
n,!>f;
:~\;~ 1
I~
""
u.1oQ
'04-11-
.
.
{O.lJI'l
'.00
'00
li'~
o,~ i
~~i;.l.':~
,,~
~~
',~ li:;l:'<
.
a
m.15l;
nu!.
-.'
. ",'"
.""
'ô.ooil
~~
lUI1.6li
.:'
.,
.
I Jl~ 41
..
~,,.,.-.~:''~, ,;f.~0.00
b
71,\4
11.~
~.
. .. ,,~
,
n,,,.•• ,
'.00
,~."
lQo.l.llC'!'o',,
"'''
o,n
,
'"",'-
51O.~6
).111.49
'"
~~;[~
r~~T
"
n.f>8
',H
,
li~oo'OOll
1~;3'ii
~
O~,I,'
'.00
~tOO.ool'
1;,~100.~'
184.16
1!lOG,"
141,1~
m
N.OO
.
.
"SS,06
•.
~'~r~
:n.4IU1
".4B.1IS
,',
....,-
I~V&
O.fl
;!hoc'l)(IlI'
••1.:15••.•
f,::t,
hl~~'
IQo.I,~
19265
~5~.U
1>.96
t_~~lfm;
l~~
S9l,15
..
11.10
)),01
"
--
lOI,l~
U11,91
,
,
~!{~:-:~
,".,.
~~.
:.:
: ••.. -'JV
U90,49
11.~
'~'
:J;,_
1.~,
i'..,
211,88
,,53;' 11,
U".57
I'~~!',~
+IOO~:
"
1.08 09
1,09I~
1,91
~~
,~"'"
"
't '~,:,
. f;'-
n.5"
,,,,''''
"
27,5'>
m'
-
f ••
[lO RéATOR .•••. G-~"
CAIXA D ~AllE1A ~ '~fNTA
ESCAVACAO DE VAlACOH RfTllOESCAVAOORA 15 HP, EM MAnlUAt
DE IA
u.TEG01UA
A~ 1,5M DE ll'ROfUHOIOAm,
[)la.UIUlX)
fSGOTAMEI'fTO E
I~?VACAO
1,",2
~STRIJTUlIA DE AOO CAAllONO,o\PllCAOO
,,O>
,,'.'';<
li;"
'
,>f~
n09
"'"
lOO,?
ü,c'l
IS4~ "
"'-"
1,3,11
ll,SS
110.10
1,91S.lol
/(l,~l
,
i
";
1,'45.40
4'J4.01
ii1~~
"",'
11.I000,n
~';~
1.15
1,15
.1OO,Ç(lI'
"Ioo.~
.
.!.:'"~~
~S.10
'~%
<â~
.,
48
~
~,OO"I,<'
100.CJOIiO.
.)00,('(1%
5»,96
0205
'.'
'1~OO.l)X
IJ~~:WÂ
J,m,IO
1,21
120,20
,
171U
5.)+119
5HO
.'f()RNEC~MfNTOl
\
,,,
, ,',
""
"'""
'M
.
11,"
~. ,
u
"
.•..•
201.12
:iii _ifiJiij!~~i;;;~~~
"
I ).8
!
n"
'"
,,O>
m'
,
,
\',;r1OO.00I'
,
L, ,,", "
".CJ] B3
n5?
".-
14,79C,M
"'\ 'iil~.
I,006,ol8
J.)l~ Cl
;21.41918'
5,111.!6
Ut6.00
..
,-- ,
,
"55,06
R\n
S,6l'.r..
,~
,
C,;,
"'"
,~"
~"
-,"*'<i
.',
>
0,00
-
:,"
659,111
))59
ClA~' 2~CAI'A(.I0AIlE
"7( 20 TF
ti{"'ff'
; '"", J.,.U;:
DW4 1504 CAl'AOOA.D{ ATE :o Tf
DE VA!..AEM ••••••
TEltlAt
,
,
Ul1.l3
\ll,ro
''1
Iir;.~.
~
~
..
~1
,~
1.3/191
~nos
1.28
\.2.9
"
,
2OJ,J9
1,2.7A
coPiC/l.ETO
"lCoJ~
~i;'
).)9:1,-011
0,"
21,!fl
~~~
"
21014
1.9;1';30
J 61'\1 51
5110
4'14,01
•
1.'l,45,'lO
0,00
.,
•. .
001''''.
.~";'~-4UtUt /"i :'~..
7.J~UI
)J.~~~
)
~~w
.,.~~.;À
il~w.<,
2UCO.M
~I,18
15,10
~
,
5.271,)6
7,7]
"
..,
I CORtE(Cjf'€IlOAOE
","
),196,00
,
,
,
_FQlrnEOMUffil/
IARJolACAODE ACOUo-flO DlA'''. l." ol6,OMM., l'Gt'EOMHITO
m'
m'
.jjjjj;;
A~ACNJ
I', }
HETllIllIDRQ-SANlT
112,00
111
. ~
"-
,.
illlO,ÓCIlo.:,
•
U
Q".n\
]6,00
~. Y,.' ,:~t " .
1;:;/./'
•
'
'.$:fi ,
c,
$.629,15
JOl,71
0,0>
o~
't •• -;',;~.'7
.ff~~r'
1<",;' :;,J~
.' '''...,;<
,
1.611,38
'"1,-42
, ,. ~
,
Ã''''';-.
ElETRJl1I0R0-SANlT
Htq~ CKN I.AAG" 1,2OM
Q\,I.,PA$ AOOCIJ;EQ;V TlW'EZ FORRO CI fSOl. TI.Il.MO~"VAllltClll6T
•
ni
QUI"',
1.3Sl,51
"""
0,0>
CJ~'Ill!IJSfllAV"TfI
ACUST I1ASS1S REfORC PISOCOMPOS
TAô'UME DE 0lAl'''
o~
.:46.511
,'}',i'_"''i
"1'1';'
36,00
m'
DE
1.1.1
1.1,2
.
LOTE01
•i
PR..EUMIMo\
",\'I
GAL9AO ABERTO PROVISORtO
' •• 1.1.
4.046.473,80
SALDO
ACUMULADO
11
Medição
ATUAL
Ili
~"
'.
,
, ,"
~KJ
,.,' ---'..
....
.
•
8"1." •••. -
-.,."l1li
O CIVIL
LOTE 01- CONSTRU
Planilha de Medi ão - ETE Stocco
UNto.
DESClUÇÁO
mM
."''''
TOTAL (R$)CORRJGIOO
UNIT.
QUANT.
Medição 11
ATUAL
,
4,046.473,80
CONSTRUCAO
CML
• LOTE 01
."~
,~.,
5150)
1.&913]
28/881
11.230')1
.
~210
.lilI'IACAOl)E#ICOUl-l5O OI,t.,M.),4
Ol.6,0f'1M--
~
~
fOilNEC1MEt«O/COl'ITE (Cf'EADA D~
1.4.9A
U"",,",",'O li!~
de concrtto ou r1\MWpor ~mmto
,
1.'UOA
(serviço
COHCAE1O ItAO ES1ltUTUAAl. COI1SUMO MltllMO 150 KG/M) (1:4:'»
m'
1.4.l1
ESTACA ['LAVADA 11EU,NlUJolUlR
U'~t.lU TORANUP.6BID
ESTACA CO~ItETO
OIAM l~M CAPAll()A()E "TI: 2011'
"?;.4
••:"'!", ;BIO
R TOIU,S"
Iof
AIlMAOOalflRlfUGAOO
O. 28CM INClUSM CAAV"U.O E
11.88
2.~Z'),1lll
••n
5.\IOJ,'l6
n~
J.J8'IIIO
~",
~,
."....,
l.S84,41909
..
402,'>25,&)
m
120,40
m'
6,91
1.5.1
2 ll'l65
11.5
,
15,13
..
1.072,98
"GiM' (1:'1:5) (PARA
m'
35,00
IMP£RHEABIUZACAO COM CIMENTO CRlST ALUAm
~
t
COM EP':\A.SAO Aot:SlVA
fLARE,.j
E5JJ,.vN:/40 W •.ff.,ilJ. DEVAU. u' ~~nRlAl.
..
,..
1.6.3
,
U~
"
llf
LA.
MP~CI\"""N
A ~M'"
SUAA
CDnm=tll••V\a<lO,fd<.~OJo!fI.
~,"......-de
FOll.MA
..•/ .•.•
"";I~, "~it;,,'"!;.
,'
OlI"U,TEIiORlIt.
~N:lJu..~,
lS"
11:<l<t'>bN_
porba!rt>t'omenlO
(~W!llll
m'
•.)
"00
US2"J1
OE N:D (TOAAl
00 A.AAEl
DE
•
1.6.1
~
..•.
.'
•.
I ;~,
.>->'t'
2,13
~1,t8
;.,;i
'"
4J2,05
1Z0,JIl
'"
lSi,4\
<,00
1,12
f •
"'~~
""
41,18
,.
00'
"'"
52\0
••
ARl'~
0l1iXJ
CIt.-W \)~,
J,~li.&,llMM. FQllJIEClHtNT'O/CORTt
Ie:eEPf!A.OE
~
1.7.60\
..
,
.. :"
.
.
~
,
'.
""" ..
.-
.,
• ;.:i ',..
.~
"
'.~
~o,n
\lUll,11
1~1.~5
ll.17U'
l.S14,SO
'M
>
1'1,6-1
m.u
".8Jft,lS
5110
PIWI E PAAEllE EM CH""A
•••.\0/1..
""4
OI••.•••
, 6.J {l'~l 12,!>MM(I/ll'FORNE<1MurrotCO~n(Pf-
um.91
61.),ll~
'''''
,
m'
l~
DE POSTE
..
.'.'
1-011.•
126.9&1,69
U,U
1.524,50
m'
"'E I,~~ EXCUJI~OO
Tt
contretoou
ma","
P
5
»5.18
1.641,4.
m'
1.6.1
!.fi2
"",01;0,<»
o06l.\8J1J
JS6')1
m'
IUtôol.ClI
)91.G81,~2
120,20
m'
1.5,14
~ 1,6"" 1l~Ef:c:AsADIC:OHfl\
"ll
1SIl,OO
~,loo.9l
6O'l.47'l,6I
',"
66460,00
(seMço
IMPl:RMf.A81u'u'CAO Df lAlE COM EKllSAO AOUUCA f'illLfN"'O" çOH TEU.
soeR£ OHt:fHO CIUSTAUlArfll, INClUSO EM\A.SAOAoeSIVIl. DE 1".5E ACRIUCA
l.4~I,411
1~',7!I
lli1Q.oo
2') lU \00
213611 ~l
,
88.IlM,OO
••
(.QNClIETO t;II,OEST1l.lJTUII.o\l.CONSUHO MtN1MO 150
J
ii'
'U.U
85
.&-5'\,20
22,H
,."
5110
~ conutto ou fIIMSIlpor botnlx'arTlC1'IlO
."t;...
ill,6a
,,.~
••
li!~Mto
':t
U1,:.-I
"","
L!If1Çiol'''''1ItO
"/
~.'101.oII
'" Ml
,
\1\.l1li
1.5,1
ESCAVACAODE VAlA COM R(Tll.OESCAvAOElAA 15 llP, EM ~ATERlAl DE ,A
CATEGORIA ATt 1,51'1 DE PROf\JNDlDAOf. fXQ.U[f.OO ESGOTAMENTO E
11:.19
J.ll
15l,n
;.
ri
lI."
ns.1S
3,32
m'
11,IJ
~6,19l'
').o<~llD
120,20
1.4.11
lMPERMf.ABIUlACAO COM ClMf.NTOCRlSTAUL\NTE CO~, EMl.JlSAOADESIVA 'A!lA
U61,GI
41 ••••••
l1G,O'.l
~J20S
21,88
"
5~.1lO
ll~.~~
9.382,06
1,21
)7,0
m'
(PARA
~
1.)67,01
,
os
QUlnI.
785,98
24,21
m'
SALDO
ACUMULADO
1,27
•••
6,824"17 ~
"4'''~
67,71
loo.~
,,~'00_
100.00'II
1155
1.• 25 11
l'J6.l>5
~5.4~1I
45A~"
1.1~l'>6
41»4"
l.no.lI
loo.OIJloI
-V"
"
1814
,
"
J,II
~.
."
4,51
'<)1S'J
',",
_
1.SO
",'
i\."!:¥'
.•. ',.'"
,~'il"
171,01
OI
,,~
4.~J
"~O
,,~
':5'iI.09
Ju'fo\I
116,l5
'"
596.s,
n.~~
10,\00
.~,IO,5~
~(.,
2!ol1,OO
l~&.OO
....•.
1.411,/o~
'.00
••00
',~
111,1))
0,00
2,40210
IU,)S
U
9~n
••••
"
.,5'
>01'
4)OMS6
6.6l5,&1
)6<1,91
"
,,',~.
1,11
552,110
~),
,i '
U>
141J,65
~, l 53,307
61.U
11.14
"'''
"
'<
.••. 6AUU
-ih£.
., .•~bo-'"
LOTE 01 - CONSTRUCAO CIVIL
Planilha de Medicão - ETEStocco
mço
UNtO.
DE$CRlç.lO
mH
TOT"'~ (fI.$)CORRlGIDO
UNfT.
QUANT.
4.046.473,80
CONSTRUCAO
~,
CIVIL - LOTE 01
•..•.._,-""
~
1.1,6,1,
179
'IJ205
~8,'.11
m'
m'
75,90
Te/h.1mento em chapa dea~
m'
70,56
m'
27.36
m'
31,&4
1.82
m'
130,1>2
16,18
comepóltle poliéster. perlIllr"Pe'oIdlIl
~ 20(.M, COM..ulGA!"ASSA DEO~E'''lO, CAl
COM n~~~EruMl~
EM
MOACO£~, Il"LDAAMES
E
COM AR~MASSA PRE-fAIlIU'"..ADA, ESPESSURA O,S(M, PREPARO
M'
0.00
1.-010.58
U3H4
,.•.•.
1.7.12
~:~
141.6
2.112,78
..•."
1,1.U
10,00
81068
).1eo1>6
4,SOlOl
1980
7051>
l,lloo,40
19:.74
2,lso,«I
•• ,LO
'~'i.;
791,14
l.l.l')
o:EOJÇ.i.O Clt CJ,\Ço'<OA
t". u
WA)I'R.EPAAO HEONICO.
EM COfICRfTO I:H{fO(-12
E. 7UI
",'
;li! fjj~lii;;;(
I 8.7
AA.MJ.,U.D AOO~(A.~,
OIAM. 6,3 (114)
} I 6011
; I
PR!OIOADMINlmA
Ofl.J\BOAATÓRlOl~"",'\
f.SIAC" e£IoVADII M[C.M.l(AMUlrE
OW1 JOCH UJ>AC10AOE ATE 32 rF H
~"
..
~1,18
m'
~:
,
~
~"
,"
41S,83
12,SHH{llll'FOR.'lW"MEIfTOI
l0.D41
,0.00'
o.ÕOti
"
..,1
3.8'1959
"
1-0._
1,849.61
'.91
,
\,1,11
IHl'tRMU,6IUZACAO
-ú
IOS.to
69.1>6
1.1.10
AlVENARIAEM11JOlOS HAO~.~
a ••••e.
\.070,!H
120,20
IAlf PIlE-MOLO BETA 11 P/1KNJHl VWJS <4.~OM{1!'tQ.VlGOTAS lUOlOS
~.~AOtJRA NEGATIVA CJ,P[AMENTO.)Ol
COOCRETO 20HPA ESCOAAME,'fTO
~~
"
,~~ •
SALDO
ACUMULADO
Medição 11
ATUAL
00
,..
60
.•
6.51
a.s7i,16
i'i-.:t:"., .,',
frt
' ~
19265
1.41814
"'~
5.14J 11
J.265,l1
')'1,45
S.B7
11,60
lO,"
1l.1\O
121,9l
1.82
1.'14,!]
U5.15
lJV6
!lUI
UI.II
AI.VEMARlA DE 1Il0c0s DE CONCRETO VEOACAO 20112OX"lOCH, ESPESSURA lOCM,
,t&SEtrr.AOOS COM ARGAMASSA TRACO \"0.5:8 {OM'EKTO. CAl. E ARE!J\J
C08ERTUAA
CCtl TELHA DE
FlllJl.OC1MlNfO ESlRIJTUiVJ..LAItGUAA
Uf1l49CH,
m'
126,02
m'
44,23
m'
6,25
"".U
3,])5,8)
18,12
l.lU3
RUFO EM CHAPA Df N:;O GAl\lANtlAOO rUi,
DES(NVOt.•••.•
MENTO2stH M 20,0'1
CtlAPtsCO EM P~IlfO£S lRAOO 1:4 (OMENTO E ARUA). ESPBSUAA O,5CM,
m'
252,04
REBOCO COM ,l.R("AI1,t,SSA PRE-rAelUCAOA,
m'
252.04
1.8.1'1
ESPESSURA o,SCM. PREPAll.O
UI,15
151.001
',.
11>,18
1.058,22
4.016.15
UlIO.l'
t.8.15
1,8.16
CEAAMICA ESIW.TADJ\ EM PARt:O{$ IA, PU-", 2OX2OCM. PADRAO M€DIO, f1lú\OA
COM ARGAMASSA
E I<EJUNTAME!fTOCO!'\ ClME!fTO IJAAtIOO (!~ll.,
wc.
1.8.17
CON'lRAPtsO
t.8,18
PISO EM (£AAHICI\
cowm
tH
ARGAH"'~
TRACO 1;4
ESHAl.~AOA 1A.~'V,
(OI'!UmH ARE1A), ESP£SSURA
7tH,
PADRAO M€DIO, ASSf,tlTADA CO!'!
2.llIG,19
m'
1.823
lOIl.JO
49.60
m'
,
1.824 -IVASO SANrr,wo,
ASSEmo PLASTtCO, CJJXJ, DE DESCARGA PVC OE SOIlREPOlt,
,~"
2«<.5)
179)
19 II
2851
rii~:;;~;~;;;='iT.~
m
.",
9,03
o
T\JOO I'VC ESGOlO pll,(OlAl OH 100M"" INCUJSIVE CClNfXOES - FORIIECiT'tENTO (
.,~
2.011,30
m'
m'
;"i'.;;
1058.11
lU-,,",
4MO
J,lOO,n
J,12I80
9.01
llOO.31
ll1UO
1,144.15
-
2.244,25
4,8'\24'J
5\1 10
.••.~
6,00
lf>'.1O
lilil.M
.1CK).QOlIIl
m.oo
H.H
.~'d-"
511,:0
~J\
(,00
'~'."'.
..
.
~.
.
--
••
-~'"~,~
..•....•
.x-~
~,!,.
LOTE 01
- CONSTRUr.Í\O CIVIL
Planilha de Medicão
£.9b~B~
- elE Stocco
PREço
QUANT.
UNTO.
OESCRlç.l..O
mM
TOTIll (R$)CORIUGfDO
UN".
I
~
4.046.413,80
CONSTRUCAO
CIVIl-
LAVATOIUOEM lOUCA BRANCA,SE•••COUJNA p",oRAO PQPlJlAR, COMTORNEtAA
PlA A.CJ)tNOXlOA.VEl200X6OCH ((ltoI2 OJIIAS - FORNKIMEN'TO E INST"LACAO
TOSlNE1AACIWM",OATUBO Mova Df MREOE 112" ou
Jf4'
.."
',00
""H
""o
',00
112.,28
"""
',00
~7.00
PARAPtA DE
1.811
FORNEC1MfTO[lN9A~.~
CAIXA~A
rnROClMEN'TO~.
ENTAAOA
201'11'1CO!'lllÓlA 1/2', SAlDA HMM E SISTEMADE UMPElA E EX11V<\lASOR32"'1'1
U2a
CAIXAOE GORDURASIMPlES EMCONCRETOAAHIOUlAOO DN 40MM COI'l
"""
"""
18.29
UJXA SIFONADA(M PVC l00xl~OMM
SIMPUS, FOR!'lEClMENTOE
1,8,30
UUI
POKfO DE ESGOTOPVC 100M"" MEDIA1,IO!'I DE TUllO P'IC ESGOTO PREDIAl
OHlOOMME I JOElHO PVC '){)GRAUSE~O
mOIAL \)ti 1000M •
\,8,32
PQriTO OE AGUAfRlA PVC 3{'l". MW1A ~,OOMOI' l\IBO DE P'K ROSCAVR M:>t»o
flUo' )/~. E 2 ~tHOS DE PVC RDSüWR ~(lGRAUSAGUA.fRlA 3/~••
1.8.33
PONlO DE AGUAfRIA PVC 1/2" MEOL\..5.00M DE ruooO£ P'VCROSCAVELAWA
fRIA JW E 2 JúfLHOS ut PVC ROSCAVEL90GRAUS N:>UAflUA J{'l".
W.•
17,98
"""
.
, ,
EXECUÇAODE CAlÇADAEMCONCRETO\:J'5 (KI(_12 "'PA) PRfPAIl.O MECAlllCO,
1.8.)6
-.
' ARfA OOEI'tNA Il CASAQE tERAl)OfU:S
. ':li-"
~'}-
o/ü
..,.,.
CERCACOMMOORÕESDl: cotICRETO, sEÇÀO "T" PONT'-'1~'l.wA,
1,S.'.~M,
c
E:W'-'ÇAMENTODE 3M. CRAVAOOS0,5101,COM 11 nos DE llRA'!E fARP"OO Il l4
Q,A5SE no. fOIo:N~CE COLDC.COMPVC no 12 MIU.HII1.!>CM
1.'H
I'QRTfoOEMTfi.A AAAMEG.&LVA!l~,';?,,~l.~1.H/I.
2~} MOLDURAEMTUI!OS OE
192
G_b
.•.
r.•.r .•••s~M
I'I~
1,97
P,M2 rlfuNOA(;Of.",INCl MONTAGEME
.
12.SMM(I/2).fOIlhECIMEOfIOICQll,H(PEIlD.o\OI'
0,0""' """"""""
I 00'" 'OI••••.• '"
5\E
lJ,Cl<OfCOMPACT/lO-O•••••••.
'fI),>,lO TEAAf
lAST
CClIIR
'U f~SSUl'A5(1oI PR(P
MECA~1
""' ••.••(.00 f lHA
.O.lOA'
0..6('1 4
IOCM
IU.Vf.NAlUA
El'I11lOI.OSl'IAÇ1C05.E. lO Ctol,a:»l ARG#,M~SSA
DECIMEmO, (AI. f
19.9'-'
1.9.U
l""ER/'lfA~l\llJ£AOCOl'l
n'lTA ,fT\IM1NOSAf'" F\IIlI)A(O(S, 8Al.oMMfS E fo\lJllOSDE
1.9.16
.•••.
VEN.o.l'\lII
Df lllOCOS O~COICCnTO VEr»OIJ
1,9,15
1.9.16
1.9.11
'"
zen,63
121),Ot-
m'
m'
O-'iiii
15 em lnI<Uno:I':>
l<~óoe<l'mpMOllO
P'(>Ude _
de atlrlr 0C>mS's~
Pl!fTUllA 1 ACflI
AMBIEN1l5IN ~1lOS
AAOS lRE5 OE>'IilOS
P
T Of",.eosC
DEMAOlAR
P
IA'
I
,,,, •• 1>01<7'
h "'TO~' ."'.....
'm~n •• COm, ••lo, (>.m I•••• 01",1 ••
'I,
DA KlOMUUCA.
fiNAl!:
lUIlOCONCItETO MIMADOClASSE A-2 PB Jt NIlR-8890 OH 400MM PI ESG
,
,.
'lo,~21'.1
1159
41,IB
&l,6J
3.069,11
16,18
4,l1l,15
',.
O.~
1000J,H
()8,12
J.131,9S
m'
~
"
m
2210
'"00
~ll.'~
35,00
~"
»"
::~
116,14
.. ..•.
'
'00
0,00
,-
I~tn',
,.•.•..
~.D6'I,n
,
\OO,llC'M
..,
'Ioo,~
l{.!r~
UXl~~,~
if+~...
l
"
"1,
:,'
'"
,:
., ,
BJM.ll
.
.;~
100l,fI.l
811,40
1'll1,ll
l.4\llSB
~J.Oll
107-'0
tiT'
7Jl ""
I!'
'00,"
SSIU8
.,00
106'J1l
15H.\l6
411~,U
I~H,<JO
1.0llJ.1~
' "'"
J.lll,9S
16~I,&1
,~
t.!>S).n
il
.•• U(J,cr
~'.:!.'r.'...-'_' '\',:
:',
-;~.~~
'
,_,
lEI"'",',;'
_.
~~
a
.
I ~
-
'"",---
.•
-".
,
,.,
'
.
~'.
+
.
'00
(O,ro}
([1,(101
10,06)
1[1,'131
.
"_~,Ol"
&1~.'16
lHO
r
'}-,
~~;. ,.•.
'lU
O~
.'
10,,,",1.'11
1~.OO
....•.
~'
"
T,
l6~U~
'.M
~ IQ[I,Q(I'ÍI
1\(
7.<17B,12
;~;,.
)OU1
~,llll.OJ
49,00
rl,~~
~:i4
.'
IU66,7i.
~i'"
..
~t-
7.l"
lo
1(Xl,~.~
.
f''-;':'''l.
"U,II~,"""
'll,lg
'~~~~':!
::~,l~
'
"',.
<j"'V'l
SIIU~
'""
~<jJlO
íl;';-
};,,,<
1'1,'"
1l.1O
" IO[I,OÍJK'
.~~l
:..
'00
iloo;6;~
I~~
.~
, ,.,
l~lXl'O"1
-
,
,.• ~oo.OIl"'''
III,lo6
---
'~"'li'
.,~
~.
"
.
~.
111,0'}
'.00
49.1••••11
191,6J
'1~
O~~
lSO'l(>!l
10.444.$1
•
B.~~
oi::"~
1,f>B)1SI
I.S5JU
4.0155'
1911
,
'00,"",
~
5.516,18
"'''
,-
l(O).~
1'10 II
1.<¥lISll
sul',
'M
IUI
;;100~
"""
--:",,/-f
"'.~
11
872.40
".
~~
•••
,";\00,00'1(
2.04J.6'J
1,17
~,
í.-
l,MS lI',
O,M
<': "'
lOO~:t
100,00
O~
~',
UIo,(ll
.00\,07
m'
m'
m'
m'
~
I'~~~~
100PJli •
,
".,
IQ[I~.
m'
~,OO
.•
4&1.00
IM,5'
~r
'
.
)oH7
'00
m'
"
"
B.• U
H822'lo
5.171116
1,81
1'>8,00
wm t<14~
,.,
.. ~
0,00
~,OO
"
"
"n.15
m'
fSPl'5SURA0.504, "'II'PAIlO "fU,N!CO
••.~
10.681.'17
m
O,~
R£llOCOCOMAAG.M.".SSIII'llE-U8R~,
E~ PAREDESnoN:O 1;4 (ClMEtiTOE AAflAl. ESl'ESSUAAO,5Ol PRnAIlO
ao.1I
121.92
m'
,,",00
__ M'_
1.10.1
lllX20ll<lOCH.ESl'f;5SlJ1lA2OC••••
~
~
,~
0-
107~.22
~J2[15
m'
PI-'<>
'"'" ~o.mvdo
,
'11,J'lo
m'
Cl-W'l~
1.9.19
00
'00
••1,lS
<AlEPRE-JolOl[W)Ap/FORRO,SO'::IIl.!:O-~ IllIII«iI"'l, vN:1S/lU J,SOMIE"8CM,
C/I.AJOrASECAl'CJOOItCK~_20!'lP"" XM, l'lTU-fll<O J8OoI,ClESCOlW1(I(IO
1.9.\8
U
11l.ro
I
""'ir""~~'''"','"
~llIo'ACJOlIl;O0.''50, OlA.IoI,6,l(l/4)'-'
1,9.9
"m'
15.00
m'
"
q
"...
~~~;~~~~~~~,acM)
'"""
1.96
~,w
221.66
m
,
W,~
~,~
m
m'
"
f&I. t
"""
!'i¥""":'"
de I .000 lluos
ll<:$«'YalÓflO
•••••..IkoCil:n<tl<1:l••••ll31la! .(
2[11f
MECAN'o.."'E'fl'EDl~M~
O-PN:;.
ESCAv.t£AO"A'rJ~t Dl: VMA EM"'~TERIAI.DEI •••O-T~
~1E I,SH (XClIJINOO
,.•.
'.00
~~
,,~
.,~
31.JO
m'
Il1,lS
1.00
I&<.~
',00
•
1.8.lS
lel,SI;
l1l,O'J
8~,'.l6
'.00
'.00
~foo"~
".
CHUVEIRO ELfTR\CO COMlJM COIU'O PlASTlCO TIPO DUC~••••fORNEdMWTO
'106)11
,o; .~
'~;;
:~I~'
75,91
91,2'l
16.00
~
'.00
"61,00
',00
m
,-
•
,~IOO~
tlua
107,)6
ruBO PVC ESGOTOI'RWlAL Dli 100MM, INO.l1SM. CotlEXOES. fORN£C1MENro E
~
W,.
2,00
3,00
...,
•
,
:132,$6
<.00
~.
E
Qu'ftt.
"
00.
!.lU,",
.,.'1.11
166.8.2
',00
""o
\,8,25
1.8.26
,~., •
lOTE 01
SALDO
ACUMULADO
11
Medição
ATUAL
/'
4.[115.'16
1(71,00
, .-
1'51JOl.1oa
~9.00
l~.OO
;,/UI'
.l<t.:;', </!-flo.46Ul
.,~,1J
'-
--.-;-.-'' '0' ' '
LOTE 01 - CONSTRU AO CIVIL
Planilha de Medi ão • ETE Stocco
PREço
UNID.
DESCRIÇÃO
mo
TOTAL (lt.$)COIUUGtOO
UNIT.
ATUAL
QUANT.
4.0%.473,80
CONSTRUCAOCMl
ASSENTAMENTODE1\IllO D£ CO~
1.10.3
~.
,
OIA!'\ETRO 400 MM, JUNTAS COM ANU
l.l0,5
,
,
,
0<M<4M
""'"
A~ACO~'SO,
H,96
m'
56,00
.~
o,~
'M
H.%
PACT.tQ.O MANUALOI: rrRRF.NO COM
OIAM. 6,3(114)
"
"
31'.1,86
m'
',00
•••
,~
••••
"*,,01
<Cl7.3&
O,IS
m'
1,10H
ui.'
1.112
unQUf.
DE toNTA.TO, 8.••etA DE CONTtN
OO'E,HIPOClOlUTO;
,
,15,"
~"
m'
1.11.9
fC)(Jo.(,O
••
O.WI.1,4/l.6,OMM .• I'OIl1lECIMtNTOICQIlU (Cjf'EIIílIIlDE
t.alÇoilmenlo e~'er\lo
de toOO~IOO\l""'"
c;,
COIlCRnO I>N) ESn'l'.IT1JIW .• ro~WMO"'INIMO
81,39
<U~
3<."
m'
(1.4,S)(para
'"7,21
4,828,41
"
P'JI'oomt>e.vneJ'1O (wtV""
I!>O~M'
',<'<
m'
l.1IlQ
REAUAAO E COI1PACTACAOH[U.~lro
li,l£>
m'
DE VAU COM C01'\PACTAOOR "'A~
1.11.11
)g7,1tl
m'
,
"
"
•.
000
'00
><00
'00
'00
,
<,00
'"
'"
'"
0,00
14,00
>O"
""
',00
'm"
L12.l6
'1UI
.21'1
61.11
61,11
114,00
m
m
m
m
'00 00
'0000
'0000
m
100,00
200,00
414.D6
17,51
:~1'e:
01.00
,~""
,,~
11.9'i12l
100.00
'.00
50.00
""
"
""
."
la,~
.."
II,H
'"
'"
116,11
201l,6Ii
~.liIlS.'"
171.6'1
~,OO
635,01
1.16S.U
1&.00
I' 1lo5200
If,US
11.00
'lO,"
'.11,\14
lU6
603.08
IU!IQ,s'
lIO.U
U.I99,S'
, ,"111.141,51
92M3
. 177.14 SS
..
~
,,~
,,~
~~
'"
1652
7•• 18
11,00
"'"
'.00
14,00
'.00
',00
<.00
'.00
•.
~
..
'I,'"
16.51
"
,,~
5.SI
::d
7'11
""
2Y1,61
37.11
"
041,41
3111
..
•
1241,47
1,91
~,
,.,
'"
,W
,"00
,"00
,"00
,,~
,,~
4;.SU,41
UJoo,OO
24,22
"
~
107.00
l'l,41
l~.3'>6,OJ
1J.llll,l4
uva
)(1,71
•
~.~
11.9'1154
~~
'.M
.
411.'1
2195,26
197,4(,
6,97
~w
suo
AAWQl)()f
u,~.lfo
%"
~'$8.:m,i4'.
tSIN:.A lSI:.A'IPDA MtCANICllt-lElllt OLl.MJOCM (AI',o,tIOAOt AIE)2 1l' H
ESCAVACAODf VAI" COM R£TROEsu,VADEIAA 75 MP, EM MATtlUAl DE 10\
CATEGORIAAl~ I,SM Df: PlI.OFUNOlOADf. EXaUL'fOO ESGOTAMEIfTO(
1.11.7
~"
461,68
42'-0£>
1'l,ll
m'
MECAN!OODf VAIA CO'l COl'lP,l,CTADOR ,...••.NUAl
'""
46U8
10,06
91,21
110.10
IlEATERRO E COMPACT~
•••••
1,16.l.44
',00
m'
o 05M E (11 ~M DF OtAME1RO
m
m
••
1.761•.••••
',00
uso
SALDO
2Vl
»,00
"
POCOVlSlTA ESCiSANrr ANEl CONe PIlE'MOLO PROf ••2.00MC/TAMPAO ffnPO
MEOIO(AO)D-6OCM InKG{tlEGRAUS Ff/llfJUNT"MENTO AIIElS/IlfV(ST
CAUV. IKtERN"CiARG ClH/AAElA 1:<4.llASE/IIAtlQUET'"EM CONCR R:K ••tOtolPA
,
UO,4
•
- lOTE 01
I.tO,2
ACUMULADO
Medição 11
531,92
110,00
.•..
_m
tllll.OO
,
~
Sl1.91
100.00
,~~
COtlF N8R 61411
~'-.: 7
~
.
'
,'.
~
,
.
"
.
•
.
~.
LOTE 01 - CONSTRU AO CIVIL
Planilha de Medi
-o
"9!-;~B~
- ETE Stocco
PREço
CONSTRUCA,O
CMl-lOTE
1.1219
l.I2.Z0
NaR61~6
1,12..21
!leR61~e
"ru
.".
..
"'"'
"'"'
112.26
100,00
100,00
".
•
•
•
•
m
••
•
,
"C
COM FVCCOM FlOGUtA DE AC.OGALVANIZADO,LANCAOODIRETO hO SOlO - o.
)OMM. CON'i11WCAO UNHA SIMPtES
m
COM P\IC COt'l no GlJLI, Df ••.CO GAlVWltL\OO, LANCAOODIRETO NO SOlO • D •
s~ ••• CONSlllUCAO UNHA. SIMl'lfS
"'
COM f'VÇCOM FIO GUt\ DE ACO GAlVANI1.AOO,lN'lCADO 0111£1"0 foIO SOlO'
7SMM • CON5fllUCAO L1Nft" SIf4Pl.ES
m
1.\2,].
1.12.35
,
1.11.)6
,
" o"
COI'! vvc co'" no GUIA O£ ACO GALVANIZADO,lMCAOO D1R£TO NO SOLO lOO!'lM • COfoSlRUC"O UNI« SIMPlES
o PAIlA o."IAFlEX alAM 30 101M
PAAAo.NAfLEX D1AH 50MM
00' o I'AAACAHAftEX D1Al'I 75 MM
D.
""n,"
~
IU.<IO
m
1.12.41
112.~J
'"
Il.kUCAOO 20!'1MnPOTIGREflEXOU
f'VCHVClVU
E
,
N
FLE)(
~'"
"""
GAlVAItIZ ROSCA IlSP PAIlA TUBO no.
FERROGALVROSCA RlF. 114"X1
2"
ffRIIO GALVROSCA RtF. 11 4":0 'I"
HRROGAlV ROSCA RU. 11 4"XI"
MAmo I
Uz.61
1.12."
.•
"'
(ON(CTOR.OE AT£RAAMEtrrOnE.
:,
8RONlt"P
100,00
'.»
12,00
<8,3\
,."
~
"
40,00
~.~
7l~<,(l
lOO.clO
~oo
551.11
n,oo
H'HO
..,
11.'I'J
IS)1Il
"
,t,JO__
61,
",.,
,~
~,ss
'"
IO,ll
15.)\
Il,16
."
"
,'IN
".
'."
IUI
'00
'.00
'.00
1,65
'00
!l.00
,',
11.0'1
U1,9S
1l0,OO
"
23',95
los.I6
'0.00
lGll,I6
U~.18
u.oo
. '~~~~~.;
l.lS818
,~~#
)51,14
.',~
••
21.00
;
&
..
,
".
,.-\,
..
14.n
'.00
n~
,.
....
"",.,
'"''''
,..
'.M
'"
.."
IUJ
,.,
'M
""
'.»
'.00
241l
.•
91."
'.00
15'9
O"
O"
,
~"
'.00
'.00
'.00
'.00
."
""
,,~
•••
~
21,00
'.00
'.M
,~
3200
".00
'.11,86
""
',»
~
]1.00
'.00
'M
'"
1,(.)
,~
'00
'M
,n
\l.U
'00
:~
H,H
6,12
J6.(l
'00
M~
-
~-
11.14
n,)2
11).65
1\0(1,0:1
""
•••
'M
1711
~,O2
110.00
no'''l
,.ro
'"
'."
,
'"'
""
H'I.OI
,~
,~.,
1'li.1O
',ao
'"
'"
"00
11.00
51.00
1"00.1&
7l5.SO
',n
,ao
MI,OG
u=
um
'"
'00
11.10.60
1.500,111
111.
]IJ2
'"~
'"
."
100,00
551,81
lU'.!
',00
!>O.54
Ill,O'i
46,5]
88V)ll
"'~
,"00
,ao
R.EDN 3 ". X )OOOMM
CABO 95MM2 A 8AIlRADE An 7MH2
250,00
1."2
'00
I 'I"
OATMosrrRICA
RfV5TlOOOf:
,,M
,
'00
"'
~
~
....
1871~
25000
""
.00
10,00
46,00
14.00
'00"
2.'''9201
2.24142
415)
'."
m
m
m
~
~
fURO Df nxACAO
AUFlIlAMENTO I PilOU
HASTl' DE lERRA EM
."
".
~IO."
100.00
,'i
1.~/lO
11,6ol
>100
'00
'00"
~"
100,00
""
'"''
""
!>1O.16
li! 05
U!
"00
166.46
'00"
.,:,';
~~
M
QUO"'-
M
,,""'"
510,16
260.00
110,00
~;
..~
$20,16
'"'"
'"
lO"
•
~
,M
'.M
""
""
~l>R'
1,12,33
Joo,OO
m
75'>15MI'I'
(~LOCKAlUL
t*.OCKAM 5.>401'11'1'
"'"' '" "
PlOOTl
CONfCTOR
lLIMIN
GANOlOSUSPEN
"'AlA EMlunOONO
CAMPO
1.12.25
m
m
..
..
~
••
Q""nl .
SALDO
ACUMULADO
11
Medição
4.046.473,80
..'
01
CONF NBR 6148
TOTAL (A.JCOIUUGIDO
UNIT.
ATUAL
QUANT.
UNtO.
OESCAlçAO
no"
-
....•
:;:~
'~"~
""C:'
.".~-
••••• h
" •••.:...
O CIVIL
LOTE 01 - CONSTRU
Planilha de Medi - o - ETE Stocco
U"IIO,
D(SCRlçlO
mH
PREço
UNlT,
QUANT,
TOTAl(~lCORRlGIDO
Medição 11
AnJAl
.,00
,, .
'"
"
14n,45
lS'l,41
21,00
102."8
VfU}..
EM I'IA.TtRlAll>E
IAOTEGQIUA
"00
~oo
2100
59l)
Cllf'IPACTAÇÃO
1.13.2
~Nl\lA1
fU/'iOO ll£ VAlASCOM
E (UHI'...aK,N) to\ECAHlCO OE
IlEATERIlO
loIAço_l0
1~5l
2l'i61
v~
COM COM'ACTAOQlI.
1oIA/flJAl. TIPO
1.13.3
'"
CANA E C(:IKllETO Ot.t.-~ETllO 300 Iol'"
lOS Of C:O"~II
o 014)00 HH
SEIIVl
1.13.5
4.1l787
U,60
m
1161»
I 136
OOMpw:rN;)D:oIAfiUAl
1,13.7
ASstNTAMO(TOD{lU30SOf
m'
f\.IIjOOOE VA:,ASalM MAço_lO KG MAA I\fDE Ilf E%O'!O'
m'
CONCllE'lOO!AMETRO •• 3OO"M. SlMP'lESOV All.i'lAoo,
1.13,S REATERIlDECOHP.o.crACAO
ME{A~KOOf
vMACOM
C(lMPAClAOOIIIWIUA.t
TIPO
1'11'
MATfIUAlI
1.1).9
1.1).10
TUaO CO/'I'tREll)AAWoOOC1JISSl:
p",.2l'B
NBIl.6890/;N01
ON:tlXlM"l P/AG'JM
PUMAlS
8OC" Of 10110
UIIVI 0$
CAIJ(A TIPO IlOCAlCHIO JO):9(lX'JOCH, E!'II4V TU I'IIlOCO 1 VEZ, llEVl:ST1DA COM
~~USA
1:~CII1E~lO;All.E~ SOllIl! IlASEOf CONCIlETOSl"'l\~ fO(_IOMPo\ COI1
m'
1 IUl;[N
P!tE,AAO HEONICO,lANÇ.o'Ml:H10E
1.13.13
1.13.15
]. 6
RE8OCO(X)Iol.wiAMASSAPRE-f~
oe COItCRfTOAIlHAOO'(AW
1",,",'"
DE VlSITA
SERVl
,'A
80.'0(14
I "'OEl
116.00
)74
"
....,
,,~
421,07
O'>.~
6.~7
'~,«l
l,~
0<,"
u,~
O'>,~
24,22
".
\.11,14
..~."
"
259.:18
UI"81
•.."
1.<162,18
W'l.)f>S.60
.~,tl,.1;lots"
764.l'I
1I'1.11
Il'U7
J7U.71
'lI,Ol
1~'J.13
I.JI4.81
1,(l;2,IS
5.5lf.18
S.S19.lS
.,.,
4,n~,11
40235,21
1.lM,!O
101,61>
;~~~~~~I:;=~:OE:E~~~OIAU.TEGOO"
lUlJIO.
E
fW:I
JotA
CONC1l£TO fO( _15 MPA (1:2.5']). I~INOO
,,~
,
""'"
o Of VfsrrA 60.40.
SOC,",
UIIVl S. PAltA. UN1DAOts
Ul.Il
,,~
329.37
""
,
,,~
319.23
""
,00
/'.,:.
tl,'"'15
",.
41,11
l.~
'l.ao
m'
92S,!7
1,1'1.11
15UR
1'lO.46
4.7)1,87
,.W
os
~~~H~~;;-A~~=':E~E:;~~~~IAe.-TEGOIUA
J 151.01
W.O'>
109.365,(;0
,,~
m'
m'
l@'A,AAREDEDEEV..ow
) 5-".1l
21.00
",,*
"
,.."
ATE l,!iI'l £J(CU!1rt.Xl
14.114.51
..,.,
",.,
..~
9l"i 27
1.24)8)
153!l$
r>!1 ••
foWI\!II,l. DE
"W
,"00
"00
W
1.13.l
1~.n •••SJ
2.152,02
',00
os
11.00
3,~.1)
10,00
",00
>000
""
••• 0'>
O<
00
'.I.B!l16
."
~16U
6.1)
6,U
fi,U
l1fi.15
411.94
9.+101.11>
91!l9.lfi
l.OO
,
,,~
1'.19
~~
,,~
716n
"O'>
10,00
.~
'4,!l'l
'H
H
H
14~2
17J,S1
"O'>
'.0'>
...".",
,~
~
'.0'>
173,57
lnS7
"00
'00
'00
.00
>000
)000
)0000
,"00
m
SEIIVI
E~vAOlJ
•
CIVIL - lOTE 01
'"
'"
SALDO
a..,.t.
4,046.473,80
CONSTRUCAO
ACUMULADO
ESPESWAAO,~
DE lJ(iACAO
NE,AAQMOCAN!CO
IJtSI't
.'
m'
.'
fll'
flI'
I""
,,~
o.•
"W
,O'>
~
IOU6
6,91
lU
910,15
162.53
16,18
m
~n
''''o
"l6,0}
,
n,O<
m~
,.
'"
U.S6
"
e.
•.n
16l:,15
'JIO.U
LOTE 01 • CONSTRUcAO CIVIL
PREço
UH1T.
QUANT.
Utuo.
DISCRIÇÃO
mM
TOTAl(R$lCORR.1GlOO
4.046.473,80
,
lOTE 01
£SC,I.vloCNJ M£C Df V~ (SC()llA[)4COM ll£1lIO 7S 111'.£101"""T'fRJlol. Df: I" C/lT£«I!l,lA
Ati UM De PIlOf\IlIDlCW)f, EXtUIl"OO ESGOTAMHITO E E5OOAAM!NTO
113 .• 7
COIf(R£fO
Fel(.
M;fAODIO,I,l<Il) ••••.. ff~~
IS MPA(I:l,S:)),lllClUI'IOOPIl1PAAO
MEQ."ICO, LA~EN1"OE
m'
1~.90
m'
'00
m'
O ••
l.l320
Il.EllOCOCOM o\lll,iA/'lASSAPRE-Ho.IlltlC/<O.\ ESfUSUAAO.SOt.
U3.21
TAMPA O~ CQNOl[IO,tJlIoWlO'
SOCA P"'~
BU~I~O
CAIXA ~
",lIRO Al.A 5T1""lU
U(W\,CAO
PlUpAAQ MEV\1I1CO
ou IIlSPE(J,()
m'
'00
m'
'.~
.1É 1.5M DE.PIl;QRJNDI[Wl(" EXClUII/OO (5GOT»It~'lO
~
""'"
COIlCll.ETO rOl.
1.13.25
1.13.27
~
PEIl.OA
ll.IZJoCA (
8,10
E~ll<X.lfo\EH10.
DO ""'T£RlAL
CA ••.••~IETADE OUVlO
E~VA.CNJ Mf.C Df vAU. (SCCllAADo'COi'l IlVJt01S
I,U 3l
ru=
I-\,13.3'1
1.13:!S
.••rt I,S"
Dl: fIoI'tOf\I1tOlo.o.l~rNOO
~~.IZACAO
MP...cl
m'
~""
""
"
'
r.
'
PROJETO,~"
"-
-•.' - (ir";';
't"~
-
""~
m'
.,
',~.
' ;4'~;':'
•
l,,"
,4'"
'00
'-'""<!
S
••
10481
\.l2':l )6
I~'h.ó''-t,'~!~~ftil0
) 9
c.n:r
DOS £QlJIt'AMf!(r05
radG'
oom pot@ncll ~
Of
li ou ~~2;~~
••':. hllOf de
.00
..
,
,,~
-~
.-
•••••
S2
'.3
bz:::
OJRVA'IO"
RAIO CURTON:D
""'1
.•
uNd
1,00
,..,11
"~o;>
HlOX AlSI ll>4 SOtl'DULE
~."
~"
"
~"
, ., "1-
••
';.,"i::.
.,
S6'1l$,SO
:0-.6""'''''
'.1'203.531 04
6& l~S&l
l'5.1S1'11
1~1ll84
16.23)&4
),97
1414
ii.ii~F'OO'rI"O'=
TI: ACO lOOX Al51 304 SCHEOlJlE SS 0Ii INT OH 12" X 11" E.
).971414 24,41«>
..•.
,..,
..•.
"'"
.'
'1.401>,91
~
'.M
lU';
U1,%
"r
~
'"
'<'.'
1.1'"
i"l;-ft.!''''
'"
V,,"61S4~
2.45S'J1
24.9'lC71
'»
't-l!:l'~!')i.'~.iH.;~" IUsa,1I1\
,~;:
8l e66 81
1/,"'-'
U.
~
IU1
~IS.17
!.lO
_/OO,Wol
9,15
0,11
.I(1(l,OO'JI
:j.~~,,':j
U1J,a8
264.00
:;:.oo.•• i~
1'.U
l~~-,;'
1r:;OO/1f'l<
".00
17S,lO
..
~U""
"'.""
Ijt
l'll,l~
IllSll,U
.,
420.00
'~
...
1';.Utl
'1119.64
~.ll'l,41
z<lUl
•.•.
1O.loOJ,64
68.1l!<l.lll
!7.VSU'I
1J.--oJj'J]'4
l00,OO'h
n.m,n
~.-f'
1!lO.1,;
IV,5/
1~1,00
)l.751.4ll
I.5JJ,'lll
16.lJl.J14
16,1~~:~
l~~.oo
000
I(o,~~
<j,'lfJi.i
~.~
'""'
\l;r"~l
.~,~)1
IJO,'lOló'
-~;
~6.'1J8,SO
lOl.16
,
.;r
l~~'"
U9,f44,U
•
y~,,~-::;;;.,
.••.
,
10'>,)5
I~:~
I
~!:.]
~
1
!1>l.81
1l19,lf>
1.10
'1:10,«1100
<
~ .•1
uo
"•.""
i,ioo,wx
i-~~~
Ú.~tl;,;"I'\!! :," .,
8)1\88,111
lr:!~>
1~;,:m~~~j-326'141,61
,::;}7 ,
~m•.•
~l""OO '>;(::::;;li.'1t"
,'1' ' I,,'~'
fS,,~:5"..o:;'l;."f.}f~I!l!'c:,"~}H'\
'j:J:! "ii'.il ~JQ;r.~:;',
;~,
•.00
"'"
"f
••
-
.
.2t,4"U.4
!.4\~,'1
249!lO.1)
'.""
I.""
I.""
'''''
.""
"""
1,:H9.63
2,04S.2l
1,454,4/
1,7l4 16
14) 1l
Illl'lO
" "
..
2.fl9'l.26
40'10,46
,
~
IP'Il28
57 'Jl
Utl424C1
~tOô,M
f;~~11~i üi&"':;U~-1S!'~'8'j--."1
U.M8.11
'00
fi'loo;~~'t
'ao!
',;ir ./-'U.~),6\
r:'0l),~#~~~-á~~-'
UM_:""
to,
"Cr
.• t~
IIlJ'lO
I11S
S5 ON lNT 12' E.
I
l~t~;:l...
I~~
..•.
,
(,)8'1.4)
11.15
2 4~
](oH?
1.'80~
~":'~'iJ?tJ::tiiIªft'UiA~'~,oo.",,"!:~
..
~.
~
I.
\~,
1]4,+'1
6,97
~}~'$:~~"I!~~
~
Pltoas~~~NOS
168/181)'>.V1\, 220/121
,.00
I~
FORNECIMENTO DE EQUIPAMENTOS DE PROCESSO, MONTAGEM E
ENGENHARIA
~
•••
%.~7
l\(,0ll
_00
1.\7(,00
15100
25200
41000
..•.
~,,".-~
i:t'IOO,OOlI
715]0
16'lU
l~2.91
"'
\SAAJEU lOXllC"I ~1E1(HIO
~, '07.-
111
'"
1~5,JS
T ~1Uõ
"til>
..
1-1S
m'
P~VIMENT.e"t.O ["I 81.0c0s DE CONCIlfTO SEXTAVAOOESfl'£SSUAA 8 00\, ..••
SSENTAOOS
SOB~ê COlO'AOO£ PO DE rwRA, RLVITl COM lllGJ,""'5SA. lAACO t4 (Ctl'IENTO (
,,45
:,
DE IA CATEQ)IlJ.t<
ESGQf •.••
"IH{TO E ESCOAA"IENTO
KANl
""'-IO.flO CCIM!oAAJ£T.l.D.EOJTMlO qecrlllJSOllA
1141
110
I~ l
,
li', UI ","l(flJlll
"
101,31
1i::,10!l.~
UlU,M
~2 10
"00
m'
m'
w.tIUAl DE WMlI'O
."
1.D!>3.U
OH
:.,'
.
11_,81
O"
.
.
7.71
••
'1.
,.
'"
915,11
W
' ,~"t:;
m:~~'
If+~.~
~:,~;~J
IOJ,I1
,.00
\
m'
COM tl£l1lO IS HP, EM W,TERlAl DE IA CATE~
ACT
'M
'.M
« ••
m'
11,59
6,97
,
"'.00
1,13.29
11
,~
416,0)
O"
m'
SUAASCll fi\fpAFfO MK.l'lICO
11,SMM(11ll .IOIl.NOCllolE"'lU(CORlf(
..,'.'"""'iJ.....""'"'00''''''_~O, ,."....,~
,
VAV. E~
'.W
m'
t/oHÇAHEKTO E
I'I'..AAE "",,(OE EM (lWI>\IlESI'l.lDAE_
10 t'.'"
1l'\A!'\.MII. P
.c.."'0(
AMORTfOMEtiTO
SfllVlCOS _ '.lU.
UNIOAOfS(I1UII.O
ALA) (1 UNIOADE I'lNAL tIl.N ••~n •. Df
£S(.lVAC.lD "reDE
..
1~ll
16.18
••
Qu'"' .
IUO
. .;
,
1.05:1,11
13181
•
••
o.o.n!.
I
'.im
'"
16U)
•••
m'
PlID' .•••
RO ",£~roo.
,
1:3
IJSn:tO Df CONr.AEfO
AIl!'\IOO ~e.t-'5Q,
Dl,O.M,~.)(II411o.
(eSCOAAME!iTO
T ~AENO
(OMPJ\CT,o,o..oMAIILIll
1~ li"" (1:2,5:)11~NOO
,.
11J8u\Jl1l. O" 300 m",
• ',,"RIo" UNIOAOU
51 VI
e9:.AvN:.ll)MOC Df vAU. ESCOllJ',()ACOM RETRO 75I1l', EM "' .••lERJoI,l. Df IA r.ATEGOllI"
l,n.2)
.,
IH,SI
416,B]
m'
m'
p"Of_1IOA16OCM 1 VEZ
Q~I"I
IOJ,67
6,91
....
,..
\.13.19
.lolV!:"AllJ'" TI.JOl.O KAClCO nuo:QOCM a ••r;elAA U:~
,..
I
•
SALDO
ACUMULADO
11
Medição
ATU"'l
I
CONSTRUCAO CIVIL.
~Eh~~~
Planilha de Medicão • ElE Stocco
11.1\
'.00
!re?~ ..'
It:~WÃ
11,
.
FIOO~.~
1l».OO:~
.
".""
1,._1
l_i
~
,.00
li
its::;-i.- .•,
.
'~
'00
'.00
,"00
1~.'4~.n
U9'l,l~
'.1l'.>O,46
190U~
1l.7'1),18
514.'!
18.142.40
-.!!ISIII __
-
-;;.::;
LOTE 01 - CONSTRU AO CIVIL
~9~~frI~
Planilha de Medi ão - ETE Stocco
, •• ço
",H
4.046.473.80
..,..,
..,
..,
1\180 AOO lHOX AISI)lM SCHEOOlESS OH 12"' E•.),91 Hf'l. 3\,7&6 KGJM 11 •.
VMI,ln
'.00
1.M'l.61
"
'.00
•••
"'H
5.20
OJII.VA 900
ACO IIlOX "lSlll'H
IWOOJRTO
sctlEOULE SS OH IN! 6"x3" E •. 2,77 MM
M:fJ lNOX ,o.lSI
304 SCHlOlU
S5 00 1~ 6' E" 2,17 MM
~EOUlE
se; 00 IríT 8" E. 2,17 !'IM
5.21
OJ1<I/A9(lO AAIO CURTO N:.O lNOX AISl
304
5.22
'o'M.VU!.AIlORllOlETA I AClOHAMfIiTO
Al,A1/41'ICA I
OI> 8"/ V£O,>,CAOEJ'OMI
S.2l
.00
.00
.00
"00
..,..,
..,
..,..,
..,..,
..,..,
..,
..,..,
,~
..,..,
..,
..,
•••
..,..,..,
1'1104,5,91$
XGJMI L"
SIlO
S.49
S.50
'>.51
VALVUI.A<>AVO"-f
ftANGE
ESGOTO
TAATADOI
AVUlSON:-OCAAIlOOO
SAE
(UNIU,
1020 DN ltrT .•• S,9KG
:
.~
• ,"'
~
:
'.'
,_o
~
:...~
.,
,.,
5n.14
IM,«>
11~9.JS
IU,H
'.00
•.00
l.lS9 JS
14 1)
.""
'''~
'lHI,CIto
•• W
~
'"~
U16.64
514,91
'.00
513.14
1_1~935
14JJl
UIoIH,Il'J
'.00
<00
1.6at.ll6
1I,M.S6
'.00
1l.«J
3.6/10406
H.m~
'.00
l,Xl'!.&'
'.00
.,
•••••
24],71
'.00
••••
i.?l2,Cl
'.00
sn.9~
1,1'S,'l6
'.00
I,OJ6,~
2.111.1,16
'00
SII :x
1!16262
~,09000
1.'lS1 <H
"'"
:/97,Jl
061,S1
'.00
..
.""
,."
.,...
'.00
l~J,n
"'00
'00
"00
26,00
ilO 24
1.8J1,1'
'.0>
1,\<1,68
• 00
"00
'00
.00
.00
115706
112416
lO})
tll.DO
'.00
4J1,8O
'.0>
/'5',]2
'.00
115,36
~5'.S'
$.HUJ
!l,O:>
1.14'>.%
'00
H51.M
514-'fi
".00
'.00
,,,o
""""
'.00
12.4)0,08
l,lOS,64
1~.461.U
"00
29.~I611
))Uj,,~
.,
'.00
~.
4)0)4
'.00
4\024
J.HoI.61
•..•
•..•
9.12$,44
',Il\.4C
t ~lo.ll5
1'1~1.1l4
~ '10,110
1,}49.&'I
5J4,9Z
....
14,00
H20M
16.I'JIS&4
1~80
'00
<00
1-1'"&4
n
.00
noz
'.00
1,9'>1 ""
• ••
I~
l8
'.lJ'4.68
'.00
Illl..U
I~J\U5
'.00
1-I~5,96
..,..
.0>
>'11.10
'.00
$1)1';,12
al51B
a26,~1
US1.44
'00
o\tI1,!>'I
"' ..
""
.-••...
lItS.~
IOlJ.1~
.,
.,
29'1,12
511,98
17U,24
'.00
~
..•..•
..,.~'
191,31
'.00
,,~
1',25'
P04.14
'.00
.,,,
" ••
'.00
~.
..,
•• '
•
"S1J,I~
,",00
5,llU.
'.00
'.00
..,
EPOM I OH 4"
57 92
os
'.00
6.e96~
I~ 11
•.
'.00
12,00
m
l\IllO ACO IIfOX AI'>I 304 !iQ;EOOlE SS ON 4"' E_I,11
".
os
'.00
.00
"00
m
. ','
Q~.ft'.
5S2,.l
'00
",00
'00
'00
~A
:"
i
SALDO
ACUMULADO
11
os
Q""nL
">",-.:"
<"""
1.7~le
'00
.00
•
5.])8.\8
'.00
~...,
GAAOtJJl,l
Medição
"'nJAl
CONSTRUCAO CIVIL - lOTE 01
o
TOTAL (Rt)OORRIG1OO
UHIT.
QUANT.
UNID.
OESCRlçAO
$'4'2
1!6,OO
'.00
••••
00
4)1.10
'.00
~]I,1IO
1">1.U
""
m.••
10U!
'.00
~ ,IOO.(lJ'l(
J\
101,52
",
. :. -fio
&
.~
,
.
~
.:;;;
~
.
_
~
"'-'l<ó
,
.
..~
-
o_~~_
-
'"'<'-i<
o CIVIL
LOTE 01 - CONSTRU
Planilha de Medi
-O
-
ETE stocco
PREço
DESCRlçAO
urUD.
QUANT.
UHIT.
Medição 11
AruA!.
ACUMULADO
SALDO
---C~O-N-S~TR-U-C~A-O-C~I-V-ILc-~LO"'T"'E=Ol:--------------------'4;;.O;';4"6."47;:3;:;,."O'
5.52
COIVUIfTO
PAAAflJSO
~,
COM"lETO I'AAA nJ\NGfS 1''110 DN 100 MM
'.00
..
•
~
Quonl
.
"
"""
~,
---...
~:~"
'.2
O£ GRADE fIXA I'OCUNAOA. '25 /-IM(1000 "'l'I li. I~OO"'''' •
,.
[I[ PUJEIllA ROTATIVA COM AtJMEtIT
,.s
,
o ltm:ItNA PAAA V
INSTAlAçM OI O. MOrO-llOMlIA R£'AlJTOESCOllVA/flt v~
DE 200 M'It!,
AlT1JRA MA'lOMtrR!cA DE 15 MCA, MOTOR Df n cv /- RFO. SElO MECÁ'lICO
IrmA
Of5OJ'RAOOll.
nvo ROOTS~
V
o DE1.200""IH li.5,0 MO..
DE I1IPOQOlUTO'" 12 A 20"Jb
•
IMO
M~
211 li
65•• 1
'.00
IM.U
926l
'00
'00
'00
'00
350 76
~
,,
,
1.1~@ l!O
1.60912
10.00
~OO
1111.80
'.609.J1
18i,92
"00
74104
2104 66
141.04
2104,~
BUlO
l<l5.20
1.w:l,OO
'0000
"••
100 1~
59,'lI
. '.\":'. : 94
."1.8'1
100.14
1l1,1&
'00
:H
00
HOQ.OO
.00
.00
, "
.,
180.91
1~4.• 6
19111--1
'I.'
~I
1&-4,16
M
59_~1I3'
'00
r,-'
Quo"'.
"'''
11,?O
'00
'00
'00
's
,U
2<"
200,00
QU",,1
2l1lo.111
SCRUBBfR (RfATOR). FURE
2000
3600
"
,.•.
205,20
;,;,""-
.
,
'.00
~9 411.l6
M.4a ••00
•••
'.00
"""
'.00
62'\0,00
U~,OO
'00
O"'
200
\.ll!50
1.41500
'.00
26.000,00
115,OOO,OO
'00
26000.00
~_lll,))
•••
•••
'.00
1I.~.oo
11.750,00
'.00
111>0,00
S2'~.oo
14) •.00
...
>.00
1l.100,OO
'.00
1'-"'00.00
'00
5.!tOO.00
11.](10,00
11.700,00
"""
',00
."' ...
'.00
@.JOO,OO
'00
HOO,ro
tl657
2,36000
2..S000
1.400 00
"'00
1.l9000
~.
•••
"""
200
'00
'00
200
1.18000
-"
1ltiO,OO
HW.oo
1000.00
U'lll,OO
R$1.255.61948
Artur NOQueira. 12 janeiro de 2015
DE ALORDO COM OS
S:r#'Ç~~EJEC/U~t~s
-----=---
2~~
Diretor de Obras e Serviços Municipais
Engenheiro Civil- CREA: S061Q29R.10!O
José Doni etli Prado
Secretário de Planej mer'lto,Urhar'lisfrll"
Habitação. Desenvolvimento SuslentBv","
Eng.Civil-C~;
n;;s:
~h;,~'i>. ~,t't~
~.
Q
Maurillo B. Silva Júnior
Engenheiro Civil
CREA: 506!007248
~
~
..
.
:-
:
-"~
,.
-
"
~ E ;,
t:
w
o~, ••~ S ª
~ ~ a
~5~ 5
<
~"'~-~
o~ ~ ~
.m~m
<~,,~
;
'"
"
•
E~~~
~
~
~5
~i~~
$~ ~ ~
;';~
"~
~
~
•• •
;
~
;:
!.
~
"
!.
!.
~
~
,
- !.
;, !.
~~~
•
f:'
;; i ~
, •• ••
~
~
~
. ;, . !.
- ~"
~~
~ ~
.
8
•
S
"
!.
!
~ ;; ~
~~
~
~
i
~"
!
• ~~
~
~
.;,
~ ~
;, !.
"
"
,'"
"
ia
;.
•
r
g~
.. ..
n
o
:z
r-
~
~g
m
o
•....
o
~.~ a•
~2"
','
~ <:;;;
•
••
~~.,,-
~
Biz~ 8~ ~
B
~ m
~ ;;z!; ~~~ ~
••
~
~ t~ z.•.
~ ~~~
~
~ ~ "" ~~~x
;;!
~
i:: ~/
0;;lt
~ ~ i:5 ~. ~gr
i.;; ~ ;; .{
mm<
ª
"
l:::lÇ ••.•••
"
'l
!.
!. !.
~
~
;,
,.
,õ
~
i
"
!'
8 8
"
õ8:S8:
"g'l
•
,-
•
~
8
•• ~••
o
o
n
<:•...•r-
11
.
!i
;;
!
r
"
8
;.
'C'
(!z1l:
r;;::I-g
~ ~
"O
a
~
•• =
~
;
•
:;:
ª~
• •• •
"
"
• 9;;1 ~
~ ~• ~ õ :ll:::e , ~•
;;
,~
"
• • • ••
G~~~• ••
!I=~
j
"
• ~~~~~
~
~••1; • ~ll:lO;;::::;
•"
,~
• i• •
•
"
••
.
;;
e
~•
~
~
•
i
~
• ~• E
•
i<
,r
-. ,x
:'!"'
:' ~
-" :
~
~a
'),
);
,
~~
• •
~
:;:
OI
Q,
"
3:
"
!!:
o
"~
",,;;
ir
2,
OI'
,
•
~--~
I,;
i1
c
."
0_
~ ~
~
;o
•
.h
• .W
.,,~â.~"
••
.., " ~~~~
1;
o
Z
~
~És
~
~
J:-
n
o~
8~~ i;}
o
"
;;-
:!!~~
o
" ~• ~•• " •• •• ~ • • ~~ ••
• • • •• 'SE;::
"
""
~~
:.
ij
'O
•• :i:,';-:i:
~
-
1:1 ~
E
i
~
•
'"•
,I
o
~,'"
E
;-
~,,;.•...
2
~
~
,2
~:i:=:l'
'I:
~$
~m~ q
I.
~
,
~
;
~~~~
•
"
~ ê
!' •.
~~~~
~
~
,
I
i i ,~~ • ~ , ~
íi:~i~ ~ ~
i
j-ª
;.
w
~s
~ l ~!~
'"...
H i • ~~~n~
!:a '"
~~~a
~â
~
c
~
,."
~
i;<'
~~~
S
~"
•
• •• ~ g¥~ 11
~
~ ~.'l
~;
~", j ~
~~£ ~:- ~
~
ª.
i •I
£
m
-
" ":-
t
...
S
m
m
.n.
'~ofl"
~
ao
ali
O
•..•
I;
:.1
o
'"
,•!
.
.
,
[
'"
:r>
•...
O
ih
~"'_f:,
,.
O
",I
,f;
O CIVIL
LOTE 01 - CONSTRU
Planilha de Medi ão • ETE Stocco
PREÇO
"'M
UlolIO.
O(5CRlçAo
CONSTRUCAO
TOTAL (A$)CORRIGIOO
UNIT.
ATUAL
QUANT.
Medição 12
4.046,473,BO
CIVIL - lOTE 01
m'
785,88
52S113
1.6\11 }}
2.87887
1l,2JO 97
2B78 •• '
U21O.91
AAH.OoOO Df: MXJ CM4 DlAM. 1,4 A '.1)••••
"',- fOllNKJM£lffO
•
1,4.12
,.,
1.5.1
1.5.2
OE
COIlCI'mI
ou mm.1 por boIIlbwllerTto(~
1.4.10,l, lançarnetlto e ~eolode
1.4.11
I COflTE ('/PERCA
7,27
m'
21,88
CONCRETO NAO ESTRlITURAL, CONSUMO "']"lfol() ISO mJM3 (1,4'5) (PAlIA
m'
3,12
IMPEIlM£ABIUZACAOeM
01'
E~"Aú\
(5(AVAOA
CIMENTO CRJSTAUlA'fll'
COM EMIJl.S,I,(l AOfSJVA PARA
MECAI<lCAMENl'r OlAM 2KM (APAOOA(J(
ATE 2
152,37
TT
w
"NAERÓBJ.A~R
ll-IO,-fRtAl
RfS
/)., . .\'
ESTACA CONCRETO AR!'IAOO CEHTllJf\.IGAOO O •• 2804 IIKlUSfVE av.VACAO E
"'j.,~;
,,~
9,45):10
IClD.OOI'
120,20
2.629,68
100.00"
AAHACAO ACO 0..5(1 DW1,16,O(5/B)
2S.~M
(I)'
,,,.
..~
1.5.11
COOCRrTO tlAO ESJRtmJRAl., COHStlMO MINlHO ISO kG/M' (1:4:5) (PARA
1.5.13
IMPl~U.8JUlACAO
Df LAJE COM EMl.l.SAO ACRIUCA ESlILENADACOM lHA
SOBREOMENTOCRlSf.o.L1lANlf, INClUSO EMIASAOAllE5rvA DE lW>E ACRlUCA
m'
15.14
..••.1'.6'
•.
UI
E~V~
DE VAIA E>l ""'lElUAI. DE IA CATEGORI~ ~TE 1,5H EXCUJINDO
,.
1.6."'"
t6,6
_
It!:
1ZN:..JrJ
COOPACTM:.'OH~M.lAl.DEl
RI) DE Il'UlA SHH E
SSIJAA
~
~
__ IO.
fdl •• 40 li HI'"
.~
<l1li
0)n<r0\ll()J _~
~!,
'1 ~~
m'
m'
m'
m'
1<UlJ JoWoIUAl
~(~ço
...
.._""
",-
,:'."
J.615.U
181,J"J
au'
5891.40
~Uli.l1l.44
001625,61
44,40
-"z•••f.,
5.!lOl.'"
1,'9140
UUQoU6
40H15o,61
2,13
l,)
"
2SB
'.
50,22
411Xl.'2
1\09.479,61
8•. .0.,00
)91,061,42
66.460.00
(,}.]5115
91,''':13
, •
,.~
2,11
u.
4.51
4-
...
2U5
,
1.41',r.s
'.00
552,80
53.30113
4.14'156
In,07
4l'i01
2.<1270
6,)
'I£>
6,615,az
...."
•
'.w
U.
1.nO,71
ik:.
;,'
UI
1.14)68
4~l,se
'M
~
81,11
l'.l6,65
..~
.
,.
J.i.U,n;
11 55
1.425,11
"""
..
16,48
'MM
:hH,,",
".
'U
41,1'
1.641.41
126.!l2I,28
41,1'
~
~66,87
211.67]52
'm,ll
~,41
".
151,00
2'J.211 50
5210
1,12
61U.
611,68
1110,00
Z8.5'15,20
H"
, •.
5110
&
ZlU
l.onu
'*
"<I
m'
"
94SUO
1-012.'.
2.52'4,50
W
w
,.
•...-
210,og
•..•.
7:1"9:1
120,20
m'
-,
5111,06
11,11
128,967,611
,,,.
DE POÇTE Df: K.O (1OAAE 00 flJJl.l:)'
Ui.7
11M,Ol
120,20
11,27
ou»bt)
A
N~P
PlAREP
DEEHQW~RESN
E_ HlH
AAAN.HJ Aro (A.5O, OlAM. 6,l (1/4)
1l,5~ln)
.fORNKlI'IEN10/ CORTt.(PIJU>A DE
alUI
11 HO.97
.358] 11
1.6'lI,U
l5,OO
m'
RRENO
';OO,OO'll
I,m.u
M."
115.55
4120S
UI71,98
~c t;~V';1!~ f t~ •••
OHTROL£
I.. )
I.M
f
lAS!'fCASADE
HI9.U
"
SJ5.01
, ~ "4!.5Ik,ji,
'.W
f<)~EaMENTOI
COM HIUlSAO AlJEStvA
,...."
!-O.ZI
~.U
Quonl .
".
m'
m'
lMPERMEA8IUlACAO COH OM(NTOOUST.t.l.IlANTE
9,45UO
.,.•.
JI.45
U01,48
.~
,
•..•.
•..•.
;~QO,MI
.•-
UI
2,179 (,5
11,52485
1.5.9
I~~
lOO,OO'oi
270,09
120,00
£SJ:AVICNJ DE VAlA COM RfTROESOoVADElAA ~ til', EM IlATElUAL OC '"
CATlGOIUA Art t,5M Df PROAJN010NJ(" ll«1UH400 ESGOTAMENTOE
,,,••..
''''''''
,....".
100,00\II.
,
9,:132,06
1.4.9J\
SALDO
ACUMULADO
1.11
"->="
': c,
""'
,M
IU.oo
".00
m,'.
5!.li .• '
~,n
10,011
(O,Il)
10.011
((lDOI
j
I ,
.-
!-
••
••
••
;;::
::;;
~
!'li
~ ::
::;
-E~~~
--
::
-
E
8
z
~
ê
o
O
S
r
~.-.- .
"
"O
i»
=-~
••
"-"
3:
"5!:
•.,
o
s:
/li
C.
.~,
';:;'
(
111'
~,
••••
O
'"
1,/'
:l>
n
C
s:
C
S;
•
e ~.
• •
.'~
it.
.,
C
O
~
5
O
-H
.
"''''~.
"
--~-
LOTE 01 - CONSTRUCAO CIVIL
Planilha de Medicão
£9k~~o~
- elE Stocco
PREço
m.
DESCAlçA0
UNID.I
UHIT.
ATUAL
QUANT.
TOTAL (Rt)COARJGIDO
Medição 12
Iri:l
'.00
TORNEtAAC~~HOVElOfP~Nlf:..,r::/-;;,~.PAAAPlADE
U'>kl
"'~
....
',00
111.2&
111,18
1,818
fORNfOM£TOf I~STAlJ9O DE CAIXAO'AGlJA fl81tOClMENTO sooc, ENTRAloA
2OMMCl»41lÓ1A 1{2", SAlDA 25MM E SlSTI:MA DE lIMPEZA E EJmV,v.t.SOR JlI'IM
ookl
',00
~1,00
.,..,
1.&.29
CAIXADE GQRl)l)RA s.tMPlE.S EM CONCRfTO PRE.MOU'J,I,OOOH 'IOIolMCOM
unld
18.30
CAiXAs,~
unId
1.8.31
OHIOOMM E 1 JOElHO PIIC 90GRAUS [5G:)TQ
CONSTRUCÃO CIVIL.
LOTE 01
4.046.473.80
1,8,25
LAVATOR.IOEM LOUCA8AA'fCA, SEMCOWHA PAOAAO l'OP\.Il.AR, COt-Il"QIltjElAA
18,26
p~
1821
Iri:l
AC.OlNOXlDAVR 200X6OCM COM 2 OJBAS. FORNEOMENTO E I"lST,IU,(AO
EM PVC IOOXl00xSOMM SlH~ES.
FORt;EaM~NTO
f
'.00
, ~
\M,82
•
ACUMULADO
••
Qy.~'.
••••
SALDO
M
••
~O~
'.00
~
'.00
...,
...,
'.00
..•~
IS1,'tl;
112.71
.61.00
'.00
~.~
~.~
2.00
31,98
15,97
'.00
IU1
'.00
\(17,)(;
321,09
'.00
Jl1.09
,..,
-.-
'9.~
PONTO DE ESGOTO PVC 1000M. MEDIA J.lOM DE T\IflO PVC fSGOTOPREOlAl
18,32
1.8))
I B~
TIJ/lOPVC ESGOTO PRfOlAI.DN 100M,.., l'lCtUSM
1.835
~~lmucO
~ECU;Ml
t \1.1
1.9.2
\l1Id
fílRNEOMEtiJ!l f JNg!'"UO
POHTQOf AGlJA FRlo' PVC 31~.MEDIA 5,OOM Dl t1JfIO DE PVC ROSCNIfL AGlIA
IflUA]14" E 2 XlfLHOS DE PVt Il.OSCAVEL90GAAUS ~
FIUA)f4".
I t.f1ld
roPWOHfKID f 'NSTN a(Ao
PONTO OEIGUA FlUA PYC l/r.
MEDIA S,OOMDE TUlODE PVC R05C\Vfl NJAJA
flUA lI"- E 2 lOHHOS DE PYC ROSCA'o'EL90GllNJS I6JA flUA 31". I Iri:l
1.8.36
.1:1,9'°:
PREDIAL OH lOOMM.
CO/ill(OES - fORHEOMENlO E
OO"lUM CORPO pv.s-nco TlPO DUOlA, FORN[OMfNlD
OI: CALÇAflAEM COrtCRtTO 1:3:5 (fChlZ
ti
ÁJl.fAEXTElINA CA
fi
MPA) PRt;PARO MECÁN1<O,
GUlAOOllt9'~,r"'",_:,-~'
".12
r E MOUXJRA EM T\JflOS DE
MALHA
1,91
1.9.9
1.9.9A
0lAM, 6,3 (1/4) À It!>MM(1/1)
I~
"':1~m(.lC::~,),4
"'6,OMM,.
REGllAAIlACAO
LASTlO
COHCfl£lQ lR,o\(O p.S
Q[
m'
Q-,.
(C/PEROAOE
t.9.t~
,~':."..':~~~ll'll"'~JNOSAE"RlHOItCOfS.IW.ClAAMESE
OE ClMEN'TÓ, tiú
I'U\O$OEl
AlVE",","OE
112.20
..
,
91.19
m'
m'
••••
1.9.16
w
~
1.9.11
IlfIlOCOCOMNlGo\IlASSA
PIlEPAIlOMfC.,Uj1CO
m'
EsPESS\.Il,A o,SCM, PllPAIlO
""
m'
251,00
OW'ISCO
~
PAItfDES TAACO 1:4 (C1t1fffTO E mIA).
1.9.19 1_ ••••<onano_000l...."ftpe$OUf.15t1A"*<.II"ICIO~~
.•••.••••••.••
doiIImm 2!. >'ffi!\do
PI:i<a"""""'doilblYa<llsis_do
ee!!!W !.ATDe ,f£fUUCA AIoImE1lTESItfTrPJ!OS!Qi!f~N9S TllfS Q£MAOS
P1"'ftlAA fSMAL!t
2 !lfMAOS CO [)fJolA,() 1N!íA9 PIE59 ••••• , .•. fUBO
\nI
•• b""
_
A'
__
,..
~m6>1Ce
<MO
!A!of
,,",1"8
*¥_
•• 181
1101 '; £MJ S
OflNALU
.UO UUCA'<:J!': ;"' •••
l.tO.1
TUIlOCONCIlETOARMADOQASS{ A.2 P8 11 tlBIl.8890 00 4OOI'!!'lP/ lSG
p--'
;;~:'.'
~
.•.
•.
!li'
~,OO
!li'
Ql'
!li'
!li'
~80
62S
lWOO
22.10
..
~
"..
~'..:.~.
)5,00
.
'.00
1l.30
,
~,*.
121.66
46.07
.,,"
"
..
\90,32
4'.00
~
•...
..•.
101.-.;1
7J,IS
55,16
SSI6,18
"-"
,»
).069,11
",00
•. iJ1IS
",.
1.lMIJ,2.
~.OO
J.ll1.9S
".00
.•.,
116,14
,10,'64,51
"'.lI
(~.001
(O.~I
(~,9SI
~.oo
619,1lEi
1.5041\8
i.',~
'.00
'00
6.15
4.01~';6
l!S
•••
'00'"
1.I\8J67
1.55] JJ
~
""".!U!
Uv.,JI
,~
812,.:1
16.1&
101olll,U
19J,6J
I,~
'.~
1(171.U
1,IS
2.1)42,&9
-""
~
91.l9
).65$ 16
111,92
0'.00
",y
••••
IS • .oo
'-710,0)
1,21
:s!!
":,f.
•.
"
,..,
mO'
41.18
•.•.
100,00
EsPESSUAA O,~
~
-"'""'--
m'
PlI£-fAlllllCAOA,
J9,S8
••••••
iU86)l
9,S8219
s'17L86
o;.SBd!
".
11.00
16.l1li2.91
."
rn:;1
297,6)
,..,
1.0n,n
.llie!!!
~
~
lIlOtOS DI: OONCRfTOVEf)N:JI:) ;IQl(2Oll4OC••••
-ES~-iocM.
'.0 SA rnllfNTQ
rI! E 'BEle'
lAlE ~
P/FOAAD, SOllI'l((..OAG.lool::G/Ml..
VAOS"'TE 3,50MjE.8Ol,
(,oU.ICJTASE e».(fOONC F'Q(.2OHP .•.• :JCII. INTEl.fl1lO
l8I04, e,tE5C(lP./ol'4E'110
1S5f•••tCIJSCOf!: 'D(;!"'SS! nr!m
~,~
15,00
w
EsPES9JAA 5Cl'I PlU:P"'110 MfCAHlCO
.•."
+~,if~
~~J;.::>,'!,;~-.o.t5M'
~
w
lI4,llEilll(l(1.(X1'\
J9,S8
'"''
,.•.
,",y
~.•.
221,66
9~
;;;;:
1.9.13
1.9.18
'
, ~
'"
nwlfO
AAJON:N:i EMnu SCIll».Dh
IACOCA«I Ul'lM 9IoeM)
1••••'o1'tIIIIUAEMTtlOlOS MACJC05, E. 20 CM, COM AAGNoIASSA
1.9.15
•
'.00
m'
OI'
..f()RN((IM(NTO(CORH(PE_
fOAAOClMEHTO ICOIm
Qf
E COMP/IClAC-AO _
M._
J.!"L
(SCAVACACi _
OEV"lA, EM MATEI\l.O.l DE 1.•. U,lEGOll:IA .•.TE I,!>14 E"JO.UJNOO
ESOJ!lllfll!0! E9'X'f!'''ENIO
FOIl>AAS ClTAilUA$ 3A (2.!>X:lO,OCMJ P"'ll P/~VM:IACOES,INCl.
MONt,\GfM
E
OI'SUONT,o,oFM!O'lf_
:no:
ARKIICAON;.OCA.S(I,
'.00
32,30
Mo
~.olno~!co~I!sjriKWilill't!O!lC!!!:!d!tdo 10000btrco
m&UÇAV@':!!pJ'!!CAMEWTEPJ.o.M
?SeM CAAAC1llo':DE AlE 2OlI'
1.9,6
pl
m'
~~'
~~lATIoJ5EM
~.~
18,00
CUlCACOM MOURÕESOCCOJtCRfTO, sEÇAo"T' PONTA ItlCUNfID.\ l,SX7,5Ol,
ESPAÇAlolUTO Df lM, CRAVADOSO,SM, COM 11 FlOS OI: ARAMEFARPAOO NOI4
QASS( lSO. FORIoIECE COlDC.COH PVCFlO 12 MoWtA l,SOI
IPORTN:) EM TfLA AIIN'lE GAl.VA~lAOO
','O
2UO
,:i-
~~"IrD,!f.f
',"
",'~;'.
~
~'"
4,0&4,7)
,
....
.:.
&
.
,.
,
~.
.,OIS.S6
~
"
~
tO,"",U
UI64.1J
....
,..
&
,
",-
~
,
'
.
-
',',
.
'.
LOTE 01 - CONSTRU AO CIVIL
Planilha de Medi ão - ETE Stocco
PRfÇQ
m"
UNIO.
DtSCIUç.lO
QUANT.
TOTAL (R$)CORRJG1OO
UH".
Medição 12
ATUAL
CONSTRUCAO CIVIL. LOTE 01
1-10.2
1.10.)
UQA
4.046.473,80
ASSfHTAM£tfTO OE 1\JlIO Df CONOI£TO DlAHETRO ~oo HH, JJtfTASCOM "'''lEl
POCO VISITA ESG SAIIlT A1lnCOIiC !'RE-MOlD PROf.2,OOM C/íAMP..••
O ff TIPO
M£0I0(AO)D.6OCl11~~GfOEGRAUS FFfREJUNlAM(ffTO ANElSI REVESTuso
CAUtA INTERNACJAAGOM/AIU1A 1:4.llASfJeAtlQUETA £101 ccmat F(X_ICIMPA
OOSM E o 15M ot: OlAMElRO
1.10.$
1.10 la
L11)11
IllATERRO E COMI'ACT...cAOM(C\N1CO ot: VALACOMCOMPAÇ'TAOOIlMANUAL
•
"'"
.'.'
••
.'.'
.'
]5,00
24,71
'.00
I.Je2, .•••
24.96
'.~
56,03
•.n
""
".
•••
119,86
H96
,
un..•.•
.'
~
I.U.9
1-11.10
l.li.lI
1.l11l
ARMACAO
OE AfX)(A-ro DI""'. M /l.6,OMM."f(lAA(CIf'lEIfTOICORlf (C/PERDADf
1Anç.>rnl'Olo'!' ~to
de coruetD ou l'\'W;U par bonlbo-~_
('"""11;0
COttCRETO tlN:) ESTlltlTURAl.,CONSUMOMIUII10 150 KG/"" (1:4;5) (par4
REAnAAO E COMPACTACAOMECANlCODf \lAI.ACOM COMPACTADORt«mJol.t
l~iIJaçIo
em a.gamas.s.a po/i'nhIca com relorço em
IN
poltkto." p.w~
"
'".
.'.
'
m'
.',
~â:~~!24
197,46
•• >~
17.9161lZ
MP.F1.UOftESQ;rtTE2Xl
IHCtUSO REATOR
OONEXOES, fORNEOMEIfTO E I~AIACAO
FIO OE I SG "1M2- 75(1\I DE lSOl.ACAO YERMELHO Nf NGR61
OE 1 SG "1M2-7Sa Y OE ISOl.ACAQAl1JlClARO CONF NIIR 6148
FIO DE 1 SOMM2 -750\101: I
CAOyfRD£ AMAAE10CONF MIII 6148
"
1.1211
U2.18
NIIR6148
OONF NlIIt 6148
"""
17.l6'Il.
JU.18.J'I
7,21
lUI,,"
lU)'Il.
615,01
4V~
11,6OlIo
3.,40
120,20
4TH,H
II,GO'I>
••••
215,78
1~,90
33,16
21,22
'"
'"
'"
'"
'"
'.00
'"
IS,H
_.00
18,5~
14,00
18,54
>,00
m
m
m
m
114,00
•
•
200,00
'0000
'00
'0000
100,00
."
."
178,21
7,97
,~
,~
,~
.
"
'."
l00.OO'Il.
~,~
)(1,11
"
>000
0000
~
•.••
ou,
14J!16 (ol)
'"
,
100.00
43205
397,2.
,
.II,Ul<.
-~
..
6.97
5110
.00
'00
,•... ,. """
'1.11
IU"S'l
,
87,39
gl.ll
"....
24.22
"
»00
"00
'00
''''''''''
411.'1
61.11
-h":-
~
~
~
~n91
401,)3
H28,41
96.94
U95,2~
0,15
>O ••
1,11.1
'6l-U
219$.16
'11.21
114,39
10,00
10,06
00
~1~.(l6
n..
14!,4i
920 81
111,14
"~
,,~
,
"m
"
~~
'"
7.•••18
..
"'..,
' ~
"
""
1,~7,O
. " ú.I.".II
iJ,~""P
'IJUI
1.OlU'
1l~.J9
'"
,,,.
..,.
111.5'
o~
Jol4,12
294,71
IJI,41
'.111,'1
l7,jt
l1.ft
.",
.'"
J.4,4C
.~
~.~
'"
lU'
12.199,59
"
B6UI
1.761.44
16),88
'j
'.11.2
••
•
46,07
i.U
SALDO
"'''
1,98
17,51
ACUMULADO
Jt1,18
,
".00
-'I
610,<10
:;;.-4,
lUO
!l.OO
"ro
'00
1•. 00
oro
'.00
"'"
5.5l
1•. 11
141,16
I~,OO
lS'.62
".00
~.OO
'.00
100.00
100.00
~~
16.51
~t.s,
'.00
114.00
m."
••••
Tua
'.00
,~oo
,~oo
nO,H
, Ul.UUS
~.m
,~oo
wo~
11199.59
IlXl.OO
16.15
H,II
1..l~1.4T
~"
,~'"
'''"''
lSO.OCI
•
O CIVIL
LOTE 01 - CONSTRU
Planilha de Medi ão - ETE Stocco
PREÇO
"'M
UNID.
DE5OUçJ.O
QUANT.
UHrT.
TOTAl.{Rt)OORRlGIOO
Medição 12
ATUAL
CONSTRUCAOCMl-
4.046.473.80
LOTE 01
'.••
"',"
1.12.19
COh'F H8116148
m
100,00
1.12.20
N6lI.614l1
m
100,00
.,"
520,16
m
100,00
S,"
520,16
'"
'"'"
"
IDO nf'O H SCOTCHtOCK Alll. I) 15 -"
1 SM1'l'
'"00
••00
"00
.>~OMM'
EM TUBO
••
m
260,00
100,00
m
10GV
m
PVC 10GV
70G\l
m
m
EPll.90"C
m
m
110,00
"'00
"'00
"00
"00
'"
."
U,6'I
.15)
lel28
,n
"
•
~~
~
"
1,600,60
.,,"
1.12.)4
CDH
P'£COM flOGUlA OfACOGAlVANllADO. lAItCAOO DIR£TO
SOM'" • CONSl'RIJCJO UNfiA SIMPlES
m
100,00
',M
ns,50
1.12.l5
COM I'\IC COM FIO GUlA OfACO Go\LVANt1AOO, lAHCAOO OlR£TO NO SOLO. O ••
15M'" • CONSTR\.ICAO UNfiA SIMPlES
10,00
18,59
1.12.36
COM P\(; COM fIO GUlA DE ACO GALVANIZADO, LAf'ICAOODIRETO l'tO SOLO
100MM - OOHSTIUICAO UIlHA SIMPlES
COM
PARA
l'JlDl OlAH J.O "'H
COM
PARA CAN"ftE)l OlAM:>O fiM
CON
PARACANMiDl OIAM7S "'M
12,00
21,ll
,
"
GAl.V
11
GA1.VANU ROSCA
RU. 11 ".XI
VROSCAREf.l1
DETEItAA
[101 Aro
O£ COBRE ON
'"
15,ll
91,16
,~
"'
',00
m
,o>
n
flEX
m
'00
'00
200
'00
'"
'"
2,00
1,6l
"'
""'
'"
',",
asp PARA 1\1110 nu
pç
',~
200
'"
6,00
'00
200
'00
'00
'00
'00
"'00
•••
•• X
""
m
OATMOSFtRlCA
RtVESl100
'.00
tUl
fl[)l
fURO DE fIXJ(AQ
tIASl'E
1.12.63
""
JI,OO
<0,00
E PilOU
1l.99
~I.JO
10,3)
110,00
ATtkFlo\M(IIifO
'.00
'"'"
GAlVROSCA REf. I I ""XI.
UH'
l)9.1'O
'00
',00
3000MM
CONfCTOR. DE ATERRAHEHTODE BROHll' P CAllO 9!lfol"l1 A lIARIlA Df: An 1MM2
pç
'",~
'"'"
'"
•••
.'"
.~
'"
,~
"00
~"
27,00
1),26
&
~,.
15,00
m
GALVANll ROSCA BSP PARA 1\160 fLEX
GAl.VANIl ROSCA BSP PARATUBO FLU
,~..,
!l.DO
"',~
"".,
•••
1,55
'"
""00
551,11
',00
m
"..,
"..,
.,00
551,11
',00
'"
1,640,lóll
115,'>0
',00
m
''''00
..••••"
111.05
""00
m
3 M OOHF NeR 5624
....,
lA92.oJ
1.2~',~J
11.1~
ll.n
nU5
~,~
GAlVAHWOO
5lO.16
,",00
",00
00.00
11,00
'fi
CAROONQ
51<1.16
100,00
Vfi 02
2.2'l7.2
111.
ll31
)1l65
2,12
'"'"
166,.6
100,00
W,OO
250,00
1111
100,00
1.500,11
25000
"00
'00
.00
.,
QlIItrI,
1I0,OO
m
O ••
•
1,5OO,Ie
COM po,(;COM noGU'" DE ACO GAlVANllAoo,l.MCADO DlR£TO NO SOLO. O ••
30M",. CONSTIl.UCAOUNtlA ST,",PH5
O.
..'""
'.~'
SALDO
100,00
1,12,n
NO SOLO.
.•..•.
'.""
~'
0<
ACUMULADO
n
"..
U
'"
'"
••n
,.
""'"
2l1,9S
los,I6
•
3S4,11
.
..,
""
,..,
>.00
'.00
'.00
'00
>,00
16,02
!l,H
,,~
"..,
91.'6
".
'"
lO
1~,lJ
'00
1,16
,..,
,,O
',00
>,00
',00
'00
'00
'.00
.
,..,..,
"m
110,00
.m
um
17,00
~,ll
24.1)
15,"
"'"
U6
24.1)
US
',00
".••
H/.iS
101,16
IlSUI
3Sft,lO
••
LOTE 01 • CONSTRU
O CIVIL
Planilha de Medi -O • ElE Stocco
PRIÇO
",H
UNIO.
OISCRIç.I,O
QUAKT.
UH".
CONSTRUCAO
CIVIL - LOTE 01
(R$)CORRJG1DO
I7J,S1
...,.,
16,00
".
IOl,-llI
1.13.8
)))MIol.
SIM."l£SOUAA.'UOO,
10.00
IHR51
10,00
1.5.4.\]
lI,OO
1.1~I,OI
ll.OO
nU7
lIU.Bl
1~l.9a
2'Xl,Mó
4117.11
Ul7t7
m<
".00
1l.00
,
."
10Ur.~,(,O
'.00
y
"" ;,
'--I"
"".
91.1S5,n
11,5r.
Jr..t,n
119,1l
9J,l0
,,~
1I9.l1
119,)7
),7
0<>,<
"'ECAN1CO Cf: YALAC0/04C()Oo\1'CAOOR MA.'IlJAl mo
"00
, "'
m'
116.l5
4J9.94
9,4".00
9.199.15
"".00
US2.01
IO!U6S,60
•••
'"
'00
~.OO
~.OO
1I.OO
11600
CE toNCRETOOW1£TRC)_
UI
.."'
0<>.00
1),60
E COHP~~
'.00
15198
"H
.o.ssENTA/o1EI'ITO DE1\I80S
J4.119
OU
915 17
.,~
atA1UillO
"m
U41&l
109)M,60
173,51
74,lI9
».,
30.,
1.13.1
'.00
00"
2>"'
•
""'.
", ..
21,00
•
•
•.
00
9.19916
10.00
I«i "IN RWE O( ESGOTO
•.,.
..
'""'
O£ V.lJ...lS COI'lI'lloÇO-IO
.
,~
"
30"'
fU'lOO
""'
;' •. ,
SALDO
u
JOO .,
/'l.WJAl
•
ACUMULADO
ou
00"'
CC/olPACrAÇlo
Medição 12
4.046.473,80
',"
1.13.6
TOU!.
.ru.••.
71
liMO
119,)1
J./'~,73
421.07
0<>.0<>
1W,14
75,40
lY.!,l'
1,!lU!
411,OI
m
I.lI'4.S1
94.10
m'
1.-M1,78
(,0.40
1.46U'
ioo..,.
94,]0
5519.1'
100~."
'.00
ATtR1AI$
1.13.9
rueoCONCJl£roAAHAOOClASS£"
1.13.10
e;.t.W.TlI'O
IIOCA LOBO ~
AAG.l.MASSA 1:<40"lEm"O:AAflA,
.•••21'l1 N8Il.-lJ89O{2IJiJ71)N XIil""
p/JJ0.JJ6 PUMAlS
o
ItR
'UV1
1-13.11
I
•
1',lU. 4 UNIDADE
UoI N..YTU """""00 I VEZ, ru:vESTlDA COM
SOfRE BASE OE CONCRETOSI"Pt£S
fO:.l~PI<, (OH
o.o
ESOw ••
I'IB: DE VMA ESCOAAIlol.COIoI
.•.T~ I,S'" DEI'!ICll'l.fflOlDAD£, OCLU1NllO
,
l.IUJ
CO<ICJo,!.lOP'CK•• 15 "'P"'(l:U:)~
1.13.14
Al.VUlAIUA TUOlOI'\ACICO
1,1).15
R£lIOOOC0t4
1&
~SAI'Rf-#
1.1158,80
'4,2l5,21
~.H"'ll
•
l\ETR(l 15 HP. EM IoIATEIUAlDt:
lSG01AMEI(TO E ~1fTO
\ANÇAHfNTOf
ClMJSB,lAA 1:2:2 PIlOf-eoAI6OOl1
.•.&RJCAo.-, ESPESSURAO,5CM,
Tol,MP",OE
"flIolA
Df VlsrrAIO.
to •• o eM
IU.VI
AU. 2 UNIDADES
llA
t
'"
m'
10),66
IU7
2M
l'lUtJINDOPI\lPAAO~1CO,
1l(lllX2OCM
I'" CATEGORIA
,
OUlh
V£l
m'
rP.{PAAO "'fCAHlCO
m'
c:
11.""
416,0)
m'
"'~
,O<>
910.15
16,18
,.0<>
1]181
1.56
&:"--.' &
."
.
.
.
,
'I.J'
IRU
I
-
••••••
0.19
1~
/I.M
llU9
':.)2
'y~r
C
"'""
,+
.\10;
••••••••
;b,
••• b
;;
•
8
z
~
;<J
C
e;
n
S
r
••
"
••.•.•
ao
•••
..,
888888:;;
•.••.•
:;.'!::
•
1\.- 1" ~'
g.~'
m~.......
ft
1i!~ ~ t
~:!!_ .e.to.e.e
~
li:
"Cl
ii>
2-
:T
••
Co
••3:
..,
~
o
s
fi)
...,a.
llll
o
•••
N
.
-
~
~
. .,
"'~
'
i
H
.~
':1'
,
.
i'i
""~
.,
;;
i~
•
n
c
S
c
~
o
O
~~
t::
8::5 :
SJJ
~"
:.1:"Z'
UhHHl
..
i
:;::;:",:::,
~ ~~~ 8
~8 . i~~i~.~ ~ ~
,
;
",::l
õ8
•
õ
é
t
~~;; ~ i:
~i i
•• ~ ~
,
f
li>
~
•....
o
O
~
~i
"i
ª~
e
~ •• ~
~ ~~
;: o: ••
l::
9.
t>
gn
•
•
• •
_~~¥.o;.~~@~
.= ~ I ~
;;:::!,~:;~t:~_g
•
•
ii
l;:!:
,•
.;
~
• i ;g "
•
É ~E
,
• S
.~
~'.
.~
;,
'~
--~
LOTE 01 - CONSTRU AO CIVIL
Planilha de Medi ão • ETE Stocco
mM
DESCRIçAo
UNIO.
QUANT.
PREÇO
UN".
ATUAL
TOTAL (R$)CORRIGlOO
Medição 12
CONSTRUCAO CIVIL lOTE 01
4.046.473,80
w
••••
..••
..••
••••
..••
...•
...•
..••
~.
""
GRADUALN:.O lNOX AlSI :lO4SOlElXJl.f SS OH 11fT6-.a" E _ 2.77 MJo4
5.21
CURVA'JOORAlO CUkTO 1£0 IHOXAlSl 304 SCHEoo..E 5S ON Iffl 5" E _ 2.77 MI1
5.22
CURVA90" RAJOCURTO 1£0 Ir«»( AlSl 304 SCliEOUI.f 55 OH lNT 8" E _ 2,71 101M
5.B
VAlVIJI.ABORBOlETAf ACIQrWolUl1'O AlAVAIfO, f D~ 8" I VHlACAOEPOMI
..••
..••
..••
••••
..••
••••
..••
••••
..••
..••
..••
..••
m
..••
..••
..••
..••
..••
..••
..••
..••
,...
'"
m
lVllO NXJ INOXAISl304 SOlEDU.[ 55 ON 4". [_2.11 f'IM . 5.925 KGlMI L • ~
5.SI)
VAl'llAAGAV£TAJ ESGOlOlRATAOO f ClJ«11AEPOMf OH 4"
5-51
fl.A~
A'oUSO N:.O CARBONOSAl: 1020 OH INT 4" 5,9KG
..••
..••
..••
.-
-
-
~
Quant.
.~
,~
~
2.669.09
!>.]l8,18
'.00
I.H'l,6l
~.<l'I8.8'l
.00
'00
l,n~ I~
~.896 64
0.00
0.00
61%.51
571,91
1.20
9al,llli
>.00
nUI
>.00
'.00
'.00
I.ISU5
111./3
".
81833
,
"
~,~
2.00
51l.1~
S1l.1~
'00
'00
'00
'00
»00
Hl7l
~
"'~
\.IS9lS
l~l7l
1.1S9»
1~)7l
..,,,
"'~
8S2.~1
2.00
1..s.66
1'7.»
2.00
2H,n
••••1.54
0.00
OMp<
'00
2.00
.00
"00
.00
• 00
SH 25
(,62&2
200
2600
2.00
2.00
"'"
1.101.84
S72,'18
103&,38
.~
~
2.
11-75956
2.00
,-
1 JlUI
1.1~S.'.l6
'.00
1.I0S.96
2,on.7ti
2.00
1.012,16
'00
IOW.oo
7.951.14
)11),21
n.oo
0.00
'.00
29J,l.Z
,~
,~
>181.54
,~
~.OO
12,00
~18.06
5.13&.72
ll.OO
2.00
,,~
S12,ge
U~S.96
"00
600
~'"
""
1.9SI '14
n~86
2600
al833
2'l,"6IU
28.00
~.M
12.0100.011
<.00
a26,~1
llOS,64
'00
410~
410~
'.00
U3I,17
1.ll4,&II
'.00
1.1>\0,&11
9.125.'14
13681
1.15106
1.7~1~
l~l1l
H]7l
4.~2~8&
15.19884
600
",00
'00
'"O
'".
>.00
487,<,0
S ll6.lJ
IIIS,96
19SI ••••
1l400,08
,~
.~
.~
.~
11,00
'.00
O~
IlI.OO
~.oo
>.00
~1I.80
~)1.llO
'.00
1S1,)2
751.»
,~
,~
<.00
l1S,33
101.52
_.00
'00
.
2~I.Jl
18.00
6.00
.
IIUS
192~,lS
51',86
O~
~
.
1Q.48
194&1.1-.8
',,-:.
.,
U
481.51
35.00
O~
-'~"-:f
Igl,U
'00
~"
f~:;<~:'
• ~
57~92
~
1.684.06
1I,If,M5
O~
$Ia 66
19.~9~
~],71
~.~
I.Jll.~
.,.•
S)4ge
1041.,89
1.~.U
~0'J(l(ll)
7.951 '14
'"" ,
..,"
U3ua
"'"
,~
,~
--.-'-
&
QUI","
SALDO
2.00
~.
..••
..••
..••
•
ACUMULADO
l,1<lS.&4
110.21
1,124.&8
9.125,11
4.110,86
lUga.M
1-510,ao
1-119,81
511,91
116.00
IU.ao
~7,32
lV1,Sl
O CIVIL
LOTE 01 - CONSTRU
Planilha de Medi ão • ElE Stocco
PREço
noM
UNID.
DfSCRlÇÃO
QUANT.
UNIT.
ATUAL
CONSTRUCAO ClVIl-
LOTE 01
""'
1',,:.'{
.,
,.
DE P£H[JRJl
a.
.
ROlAlNA
+
VOI.A~
+
_"
'2S MH (1000 M.HX 1400 MM.
COM ,l,UMftfT
lNlfllNA PARA V;,;z
"mo
IHSTAl.AÇÃOOE
MOTQ-OOI1M RE-AIJ1'OESCOR.VAHfE
Df 200 joI'/ti,
Ill1\J1lA MANOMtnucA oe 15 MO, MOTOR OI::2S çV /- FtFO. sno MECÂNlCO
IN5"r
Df: SOPAAOOR
nro ROOTS(OH v
o DE I,HlO MlltI X5,0 MCA.
DE Hll'OClORITO
fi
U A 20'll>.
.".
'"00
"00
JO,oo
12,00
IV»
1"'.91
.00
l ••••
lti
.00
14\.04
11rn,~
)lHO
'.00
'.00
M."
.. ,,
.00
.00
'00
~.oo
1.\040,00
'00
19l.61
lDO,ll
!lU'
.00
~\
""'
.'oJ.:
...••,
11.150,00
'.00
'.00
>.00
'f.":JO.~
'00
"100.ClUIl;
8,2010,00
1,475.00
'.00
'.00
lUOO.OO
1.00
'.00
!l.oWO.'"
'.00
,.00
11.700.00
'.00
1.)0000
'.00
,.00
J.3w,oo
.100.~
'.00
iro,1JOll
'.l«l,OQli
100
'00
'00"
lOO~
'00
R 57.12582
la
1.718.110
1<O'.l,11
.,
'00
Artur NOQuelra,
1~,1C
'.00
200,00
m
••
Q•• ",.
'"
""'
""'
,.•
••
'.00
.00
'00
'00
""'
""'
~OO X ~OO HH
SALDO
ACUMULADO
'.00
""'
""'
""'
"
Medição 12
••
CONJUNTO PAAAfUSO CCIU'lETO PARA FI,ANG£S PNIllQtj 100 !'IH
Df: GRADE fl):,.l, lIKUN,t,[lA.
TOTAL {R$lCORRlGIDO
: R$ 2,848.680
,7040%"
00
~
6{)t/.
.,
'.00
, .~
l,ISO,DO
1400.00
1.1'10,00
R$1.19Y.87862
fevereiro de 2015
yt~l.uM'h~
'0. ~~Afu 1,
Maurílio B. Silva Júni~~'
Engenheiro Civil
CREA: 5069007248
.
~
..-.-
.
~.~
..
~
..
--.