The URL can be used to link to this page

Home My WebLink AboutConst. Vouch & Pay Estimates TEL: Jan 08 99 15:41 No.OOS P.02 or s -0 1 RECEIVED JAN 1 1 1999 CITY OF PRIOR LAKE P.02/07 JAN-08-1999 14127 ~ CCNTRACTlHa INC. 612~.c:5944 lVU.l ~1 ~CvV'.l.M. l.It:pClJ. Ull~UL Ul l'~V~1\U~ Withholding Affidavit for Contractors Thi. oHiaavlf mUM b. opprovttd by ,I... MlnfleJOtD o.porlmenl 01 Rav."u. (,oFo,.. 11.. .1aIa of Minntuoro or o"y 01 "" JubcllvT5/ons con mo~e finol poymenJ to ccnlrocrors. IC-134 ".0.. '>1>> '" pri'" c/.otlJ'. J1.1s"" be your tnoilin,g lob" Ir1r """mIllS'" COIftp#dod Ionn. · rc;;:-;;;;..-------------, me . l"~ I g,snara Contracting, Inc. J ?i"1 J ~~-S940 L. . . j I Add,... I 101a1 tOftlfQct offtfunt o ....J I 5001. 160th St~eet ~est I S &;q 013'1'./1- I: '; I Clt)' !lCle ZIp c~ I ,,",0""' \IQI due ~~.~: ,,~o~~~~~~o~2~6!____./ .~. ffllU,7.'i~- M"".ada ~hcaldl"a tax IP 1\11"'"' 1525665 #.Ionlhlyeol wor. began 09/97 MDrtJ11/yeOl wotk .ftdtd 07/98 '. .::.~ Pro~ '''''''* "O(tel Iocal~ ..:.:-~~97-02, 95-07,97-17 FISH POINT RD, MUSluvWN RD, i:i~~ cirY OF PRIOR lAKE ' Adt6ioo EAGLE CREEK AVE 5[" .1:i~ Oid yau N". .,,'...v~ 1IM\ 011 "'il p,olod' fli y" 0 No II "., ~ did fie workt . :" .~~ . , .~... '~T:l! ~ :~ iil . .. +.1 't ...!.:. ~1 ~'t .;..,:.MJ \'::~';.1.'b .::t~~~~ . ., ...~.~ . \,..] :~'~~ :~~'I:~.~.'~~ :';./ (l~( ~. .',' .;; !L~ .- '~ 'oo .l~ ......, ...~... . . ., . " :: '. . ..'.'- :.: .~~ ~~.- : (~.. !:l ":' ...;.' .. ~.'.~~~ :'. ~~~~~~; It....) '. :',>,:.., ~.~?:..~ .....:.1.i .... :':1 .'. 1;' .., ':} .t ~'.i I: 'J .1' ,. '" .:, ..- PINE lAKE TR. Ory PRIOR J.}J{E SIaM ZIp ~ . m . 55372 Chflt:k "'0 bO)( ,hol deKtlba.s )'Our Involvement I" ,11ft pro/eet and fllf In 011 Informallon requesretJ. o 501. conlrClctar o Subeentredor No.... 01 cOftfracIDl who hired you Addr... g1J 'rime controctor-" you ,ubcontroatecl out any work 0" thla proJect, all 01 yu"r aubt;onlradora Must ftl. thtir own IC.134 affidavit. and hove !hem certUi..d by Ih~ Department of Revenue be/or. you COft flIe your afffdQvh. For DOc:h subco"tractor you had, flllln tha fnrom'lotlon below and ottac:h a copy of eocft subconlroclor', c,rtIA.d 1C.134. IFyou .need mOle 'PQoe, attach Q ,eporota .hect. . hal".., Dim' .A):!IF" OwntclQf&Jr BROWN & CRIS INC 19740 UNRICK AVE 1J\KEVILLE ~ 55044 ARIO CONSI'RU~J.LON 00 BOX 446 MADISON LAKE l-fi 56063 ..Jl.l\D( SOD FARM INC 20245 BlAlNE AVE FAlUiI.OO'roN m '55024 RO,>.L.L OONmU~l.J.ON m PO BOX 243 LAKEVIllE MN 55044 PREX:ISION PAV&Juu MARKING INC 14280 JAHFS ~n ROOERS' ftti 55474 , JK'a,. ,lte" 011 IMorrnoHon , Ito"e ,m,d hi Itn ""I bin .. ""'f afld co",p/.. '0 ,be b.., 0' trt.T ~..JD' OM ..n.t. '011'0'1.. ".. ~,.".'" 01 I.venue to 6,d;).. ,,"'n.ra, ,rtfOmtallolt ,.101'''9 fo ""J pro/ee'. Incllld;", 'MJ,,,,, ~.1N oIlltl.lanrt. ,. lite pdm. flOft'.. ~ ., '" ClIft a subcx... w . ~ ,,"cI If) ""Y ,.,NClnnv",.... II' CIftI _ pi_ CIOnfrocfar, ond '0 1ft, conlrot;t{np Ofl"ncy. . C ..it ~ It IJtrn ing [)MPOft, Mall $toIIbII 6610, Sf. Paul~ MN 5514606610 t/ti~ub. t>$~ .If Certificate of Complic.nce JAN .0 8 1999 " TEL: Jan 08 99 . JAH~a-1999 1sz.0~."M _.t:?~ .C:'_~~~~~~!L!~~...... MINNESOTA Department of R~v,",ue Withholding Affidavit far Contractors n.b a#Bda.,jt InUII' ~ approv.rI Jay lit. Mi'nncrlON D.,xIrlm.,,' of 'cvon". before rh. flule cf M1,."ato~ or any al Us 4ubdlv;sJoP\J an lftal.1fnal PfI1"'Mt ro conlro,J;rs, 16:19 No.008 P.02 61~~5944 P. 02/06 -a 'IV"" r, GA' ".. e~ . ..-... :C:-134 ,..... ~~ eI ptllt .rly. Thr, wi. ". ywr InIJq ,.,.., fIK "N(JI"t IA4 c~ Iomt, i"~:'~ ,..----------------~ · .t~l- '1 rc".. ftO"'_ Dtt.......~ ~.. ~ I B:RCXm & OIS INC. I I , i~f.~ lAo/i9740 mMOtAV! " : '~2~;;~64 ;~ ; I c:" "a~ lip Coda , A"Wtl' ~. tiI. ~':',' I..AXEVIU:E HN SS044 I S 10.,.534.98 :'.id~l '-- ---------------; . fNb~m1i! c ft~~.p M...".,.. ....l- b.,." 09/97 M."Jh/y.., WDI' II...... 06/98 \;.~j ~,.'~".~r ~ Jocodon I~;...~ . 9!..~"J,. 95-07, 97-17 ...~H rom Im, nJ~~~ J.D, PINt ~ T.R :" . ~ .."., II ,.. ..& c:ay 1;' · CI1Y OF PRIOR I.AiCE 1'~OO tACLE ~J(U,l( A~ SE nD..MJQ! ~." '. ~,... ~. ....,10,... ...,\ ... "'" ".iKtt ~ v. []..... . "., ......~ ... ~ : . ~- ~ . . , '... . ; -.;.~;~~ tMek lit- box '~at J~L.J )OUt ;/llIo/"erntM In II. prc/llt,onJ I' ill alllnFonnfJli." ~ ; ~~~~ 0 ..1. contrCldgr .. ~.~ ' {. i~ g .uII_n........ ~;i~ ~ lNC ;~:~~ sM1~60th. 51 W ROSOOrm- HN SSO&B ~ 't;~ .~~ '~.f :~! 0 . . .. 1:" JtoIe ZIp c.d. t1N S~J'2 Prfm* .fI,""tor If yw lubG~ntr.aC:1M out on'1--r~ an IIlI. ,'Oled, III' D' )OlIr J"bconlwxYor~ ",,,.r HI. their own IC.13~ .ffl~"''' Qnd heayo t~om ..rtffJ.J ~ ,he C.parlmltnt of It..,.". _,_ you t.Gft F.1t your affJdo~t. for eadt .uln~ontradDr you )socl, fill ill .h. !nfonn.Uon b.low and aIIach a capy of eed. lubeDhrrOdot', certlff.d 10.134. If you n..cI mgra ',ace. caft.eft a ..para'. ,h.,.. 1MkIw-1'''' ~ll C>-ur&lD.r.r " ":. t .~, f.~ f4 - .I. ~Jl1' ~. ~( .. ..:). . ..!, ~:t.; · ..t" -; !to,,,, ~,.~~ I.;'~~.".# ,. ",I:" ri "1.11.. 'Ii .~):'~-l!i '" I,.. ~:. .." -... . ,... . . .......... " .:, '.. l :. ~fl ; ..= ~- ;11 I .... ",. of ~Ian J hCJN III1.J lit 011 ..." f.np " tv. ImJ ,.".,.'. III ".. "".1 '"J .~ flit; ".,1. I aldA.tI,. ~. lJ.,.""",.,., ., ,.~ 10 .... ,-"""'" '''''''''0''.'' """"", '" "'... e"'.'" ","',1'" ~'" .."1,, f1f w.IDnt, J1J.... ,.. CIMINtftJ, , , .Ift . 'VkoltlroQ)r. ottd ID~ "...."..,.,. II'...... pnfftD c,,~aJ.r, rW/,.~. O"....~ ~q. C · jJl"....... ~ - . .. file DeJa .J PIlJ.lt;$'~" I... ~. . V-t Wlhh.IJ:"V DiYtsrGn, ~61 0, It. raul IAN 551~ \ 0 .I" Certificate of Complienaa 8ese~ 0" racorc:U of .he MJnn8Joro DeP&1t1n\ont 0I1."."u., I eer11ft .... th. aont'adOl' who hq.. .l;nr:cI .hls cerjgaale hGj fulflllMJ 011 the ~ul'.m.,." of MI""..da S'oIwhtl 290.92 anrl290. 91 ea"tl'"I"O th. wI"'hDWI,,~ .., Mi""GlOla '''~OI'I\e IDIl Fn.m was.. pairllw IIIft1p1oyelJ reJofitlg 'a co"troc' ",.,Ice._ wlfh Ih. sIaIB AI MJ"nesohl Qnd/or ,,. 'ubdlYl,'onl. 0.,.".".,., 0/....... .",.....oJ DwIIe t/~ ~ JA~081999 " "' .I .,... "'.. 6OMlI. ..... I' "..., n,II rC. p" 01 TEL: . JAI-.I-OO-l999 15:09 f'CNAMffiA ca~TRACTIHG INC. !"VjU"'Il ".c.~.l..n. L.I~'p4U lllh . t.1! ~V~llUt! Withholding Affidavit for Contractors This .liiJotl'iI MII,t ~ opprov"n by lb. MinfloJolo D~porIrnrnt 01 R.~a>> btt/oftt "'e $10_ of Min".sottl or ol1y 0' ils $1I"o;II;.(io", ~(Jn lI1oJc.Il,.ol ptJyrn.,.' to ~"&elo'.. Jan 08 99 16:19 No.008 P.03 61?'~~~944 P.03/06 IC-l ~4 . :.. '/N~ "'I'f Of "Waeody. Th/...ttf Qr '10'; ~1"B Wtl for 1'8"""'", tit. c.nrplftl ~ ~;;;-:--------------, Det'I--.,". -1' ~ I ~to ~~J.ju..,.LJ.ON 00 - I 11411 9~.l'" ~ / / ~ If ~ I ....." I T_ ~ amount I..' I BOX.A46 I .199,779.00 ~ ..... I Cltr s...o ~ C-d. I ~".J. :,-}: \.. .!fAD:ISO!!. ~ _ _ Jtl _ J.G~ _ _.J $4.988.95 IA', I . ,. , --i1"helCllII8 .... II> """,bet I 4t/ 9'r3~17 Mtt~,.jf weft bepaft 09/97 """"',.ot ~ ended 06/98 ..' rwq.(i 'lURe", r~lect ~ . .:1,...02.95-07,97-17 FISlI roINr RD,. MUS~ lb. 'fINE 1..AKE ~ . ,. I . .. " ~ o-ntr A~cJ'''M c~ ;i~l.JJ OF PRIOR UJ<E 16200 EAGIE af.EK AVE SE PRIOR lAKE ,l: :: DMI_ ..... ........... -otI... "'" ....lo~ Uv.. 0 No n......;;.~......._, f :.J. ~IQ" lip code . MN 55372. .:. ~i~~i ehetlt ".. bcM that d.lCriL.J your ;nvoJ...rJf1JarrI I" #h. ptqffd anti fin 1ft 0" ittlorlf7Orfon r~qu.~..d. .~.:.,....{.'.::~ D s... _".....~, Vii SvIN.ntrllllctor ~ .~; '~1 ~cliNG me . " -. '~~~;'~~~1 ~l60th sr II ROS~ l'f{ 33068 ; .:it.~.. 0 PIt.. .......ctor-1f YOlJ s"bC1ll1rrVcJad gul any ~ on !h15 prol8Cf. aJl of your ,ubeoh"ClC~" mil" file their OW" .E JC-13A offJrlovlh dnd "'0". th.," c.r1IRed by the D.partm.".oI Rwel"lU. bJo,. ycu mn AI. your afAdo...Jt. ror ooc~ f wbconlrocror you had.. flU in .h, inlOf7nolJon below and attach 0 copy (II eae" ..bcont,ector't ccrtlfrcd Ie 134. IF)"Au :. :,:: ...... _Ie 1p0.... QIIoch (/ "P_" -hoot, : -;; ,~..... ~. ~..... OnIrfomnr .- ",' " . .' ", . : i : '}t~ . . I : .~ .~ ~ .:~;j I, . ::.::~:.:: i. .- 1< "..i . ~..' , .I.e'" tItot 01 ~00t , #to... t/loJ III ... 1#.;' ,.",.,. ItW ""J ~ 10 II.. ... 01 "!r 1:~1cJp an4 We( I e.lh6If,n .. O.pMftt.., 01 ....."". ,. ....... ".,..", IttfotlftGfttM rdad"8 to &'Ira poiecr, t"cMfJn, fMtfllt(l copIu 01 ",..Ibntt, ID lit, prirlt. ~ ill om " ..,~~#;. "MI. all)' Man......,.,. If' 4211I '. ,,!(IM " . ... .,. ""d 10 "'~ '''''l1X1hg ~. (:~'.'" . · ~. .......', 'life 0- ,. ..... ~!- ..'.. I ~ ,.~...........-: ,. ,}'U/::i'/;yj', '/mll4, rJUJ??~j,. /".//-9? M.iI... Mt-I 00.... .FI'....."u.. W~holdln8 DI.,',kJr\. Malls,.,.._ U10. Sr. 'aul, MN '-""H610 ,/ : Certifka.. of Compliance acned on ~ of Ih. Mlnne5Olo Depc:alt~"t oJ .~."..,.. I ~.rfi~ thot lite eonlfDc:;lor who hcu .fgned thI. wtliHcot. hat fuJlJ11ed Glr 11'8 ~uJr.montJ of Mlnnoaota StotvlctJ 290.92 ond 290.91 eonterrdnG ,he wrlhhofcl''''I of. Minnesota incomv fgx r · ... wog_ pc:Ild to .",p4oy.OJ roJollng to oontnxt MMe.. ~Ih th. _dl_ of MiPlfle.ora and/or a. ..,bdf.,;~..... ~~q/~~ . 0- t 1i~ aelP--'~ 'JA!J O..B.1qgg "'\ ..... / -.clNl>>. ~ooou. --- "".., ,~ - """"'t ... 10.. ....--~ ....... ~-r' ,~. It.L: JAH-0S-1999 15:10 . I>EC-1~'''1919 152eb MCNAMARA C~TRRCTJNG INC. MH\ll\J.t:.:)Ul..J-\ U~pl1..rL1UCIU U! J.\rV~.1tlU:= With10lding Affidavit for Contractolrs TItIJ aRIdo";" ,.,,,,,1,. opprav.J hy u.. M1"""olc1 D_PQI,rnwnl a1 '.".nU8 b"Io,.Ih, . .l/a'ft 01 MnflelOlD 0' Gny 01 /II Jubdlv/~/O'1J c:on m,t. l1n(l# paYIrI'"' to ton'roclorJ. Jan 08 99 16:20 No.008 P.04 6123225944 P.04~~v~ t'CNAM~ CO-tTRACTIHG It-IC. 6123225944 P.021'04 IC..l34 "'..... '1P' ... ptf"r cJlody. 7M will bt 70" ,""lfn,l,*, M ,.".",. I.. ~~p""d form. .... tc.QD;;-~ - - - - - - - - - - - - -"' EJo1thRc ph.", .t.: '. JIlEK SOD fARM, INC I rC45'J..~.(~ ... ' I A.d",... I T:ir ..........,.,,,, ..... I 2024.5 BL.\INE AVE I $ 32,148.20 f.. , C111 Iitol, %Ie Coi. I ".,,", .f1R fill' ~~'~ "-1:~L~___l11__l..5E?A___.J $ 1.607.41 A.tIM...", "".DI",", I.. r,) IIl1/l'he, ~ 09/97 M-n~/ywr Mt'c tJlclacr 01198 -~"';'" ~ 'tc>,.., A"~ hcfed _110" · ::97-:Q!.95-0L.97-17 --.!IS"_POIh1' RD. ~KltMR 1m, PINE tAKE 11 J'~' Prollct WfII' Add,c.. . tb ~,! CITY' OF ~WR LAKE 16~_QO rAOU CREBK ~VE SE PRIOR L \KE ': ;if~ DId you ,... ....p_..~ ..",.. '" 11\1. prOJUI' By., 0.... "Itta ....... .. wwttlJ . ." I'"'' . ..o_f , .<;i . Clad tAft .....lbot cI~~tII:,OJ your Invo/"MU'l1f In 'ht prof.a' onJ ~n ,,, oR Informdon rllqU8l ..rJ. "~'~ CJ IDI. aO"'rGctor . '~'.i:~ ~ Sultt.lreeter . ;~ ~I NCIIII. .. ~ftIN.,., ",hi ..,.~ r'll . 'i,fl lCWWt4 m~(~ I.~~ .... ..~:1 ~ 160th ST-~ lU)..j00lJN'l' ttl 550GS llO.. ~ 1,- cadl '.53/2 . ,-,': . .1.!1: . . " . '.i J'" ~~: . . ~ . . . . . ... . ". " !' ~ . ..~~ .... (: ~\ ~,!J . -';':\' i.~ :: ;;i ". '.-~ '-~ o PrIme .."t'act~'-")'1)\I lubtol\tr"'ad aur (1ft)' work 0'" thl. ptoiact, all of your JUbc on'ractor, mUlt nf. rholr own te.13~ aFftdbvf'J G"d hc'io thtm cernll.d by tho Depottmllnt oJ l.w"u.I:..~,. you QJr ~r. yovr affidavit. For each 5ubcontrQa'D" yow had, II. 'n .h, ,^fotrnaliolt b.ro~ G"rl Qltoch a copy of .atk ,ubcPI\" ~dO('a ~ortJ~.d Ie-, 34. If you need 1'110(' Jpoc:a. anoch a npQrar. .heet. I~~n II'" ~~} OwnllrlOfflpr :' . . . .., . r" , ... -- . !.....~ . ~ 4 .... . '" '." .. ",I, .' ,,11''''''''''''''-'' 1.1911'I "Ie. 1ft "1'1 "", A,,,,. It I1W attJ eawJ... 10 Ite boa. e1.-~ tlt~"" pttJ ,. ieL , oullsora. rh DfPG!1menl ,,1 fie.. p."J".ftllolDrJfto,1D1l "tatf~ to "" pRJ1--t IMWitp s'."" cDpIu ., ,h,. lIl,,., II. 1ft, "". . ""*ottW "1',. It 1UJ.e611'".,. ID ..., ~,."rN~ ~ r 011I . p'I"'6 CDftD' .IId III h -:0"""'" ".M1. "'t~. A~' . Q,.. - .. · t..?'V 101" /"9Jr h6'. MN'oe .. ' III, wl,hhvJdlns ~v'.Io,,- AAollll.'OA 6610. St. Palrl, MN551.4""'O I - Certiflcat. of C:ompnance lased 01\ "I:ord. pF..,. Ml"n~'oro D.porlmant of Rtv&nw, I c.rtily that 'he tonlrOCfar who J\01 · " d -hi. ...r.r,f,ott has Fvrftfl.d QIl the r~ul'."'entl 61 MfnOftDla 6fQIUIU 290.92 8"d ~90.'" COfIOfmlnA th. wfthhotc:l.:J ~\M'nn..aJo 'nee"'8 lax fro", ~gu pold 10 emplO)'l85 ~alln9 10 contract lerr;e" wilh rh. &Jo'. 01 MJ""Aeot.. "ttd/or lie .,iJeilvfllo".. ~ O"-....'oIl.~ [)~ m!L199~ ~ J .. "'t. 'ODOI~e .. "/951 'Nt" III ....... ....,... 'ML ,............. .." """ ..~).4 Ill\' TEL: . JAN-08-1999 15110 MJ-tAM~ CO'-ITRACT I NG 1 NC. ~~NESOTA D~arhnentofRevenue '<" Withholding AHidavit for Contractors This oHidavlt mus' be opprO'led by th. Mlnn.1CIa O.pOrlment of RfWMlJlt bJore ,~ JIoIe of MJnnft.~()I(J of ony oIl" $vbclivislonJ con make hllul poynrtJIJI 10 conlrO~. :~il.'" . ." . :..~' ::[' ..... . .\. ..' / Jan 08 99 16:21 No.008 P.05 61~S944 P.0S/05 iC ~ 134 PIH../ypt Of prltl/ clearly. 'hI. WI' be )'04J' mtJlllng Iobt/lo, ,.Alm'''9 III, compI.w (.;m. re,;;;.:;: ;:;;.. - - - - - - - - - - ~ -- , 0a)4IfM phone I ....1_:":': Gulfh,,~~)~:"L Co ~ I 141~1 8Pt>.-~n 3 I /iltdd~ . I Tgtul CDftInrCl amo""t I~~- G.1I. ""L4.3 ,I $ 11~ Jq'.lo I <:nv &ara 21p Cod, I Atn6utf ifill s,. \..l~'~___.lMaI__~LOl:lY__.) ~s /? /9. /,~ MInA.tQ" wl1kholcllnSlIl:" 10 ""mb.., ':J '3 7, L;). >9 M,nfhlyeor wor\( ~Cln 1(;) - "7 MonllVy.ar wcm ~ndeG ,,-= ?S 'RIled "u",ber ~ it....,. 01. if S'-01 ,...,", vw,* Add..... 1:J.. '* . Pnr~ l.B.AJ. DhI~ .~ wotfc on Ihl. proltdJ 'tcfeet looolon .. l-" 1-~ :t I',..,.k Ilw J €." (?..)>V" ~p . ~ Ve. 0 Nfl If "0, 4I1d.... WOt\. sa. :Jp c:. "',IU S-S- p;; Cheelc "'d bo1C ,hat cktxrlbes yout Involv,me", In the proffJt:f ant/lilllll 011 informotion requ.,,.J. o hi. Cofttrador ria luhfontrador NalRM.AOJ'1p:~ _who hIred pi /I ~"L _1... ."-L ~ ~6I"tt ~O"-:uAItf1M ~ ~ "'il2aJ U(}f1,~.r I6.r ~vvd-. ~ C;-5"VL. i o Prl.... conlrQ(tvr-1f yoU subcontracted out any work an thl. prolect. all of your JlIbcontractorl must ~ir. their own JC 13~ afftdavit. and hQ". ,h~ ~r1IIJed by the Depar1ment of Revenue belor. you can fll. )'Our affldo\llt. For ecch lubco"frQC;Iur you had, flQ III rho Informatton below and ottach Q copy oJ ~ch lubcontrador'. c.,UEI.d IC.134. If you fteed mOl. tpcc:e. oHoah 0 leporD'S aheel. . Wn... 1'0"'. Addnru OwmerJOfRe., , I dtIeI.r. IItat oIlrrfonnalfon I hqv. It1/tclltt Oil this 10,", II hie tllItl r.otrI,.I.,. Ie tit. a." .I",y .".wi.Jg. .1Id 1>./1.1. I ovdtorlze 1ft, D.pa""',nr "f ,. i. .. ID dtKloM ~ nt information ""'01l~ b "'" prv/-c:t. 'nclllfllllll HffCIlttg cop'" fir rid, /Q"", *' lite prfme C'Dn~G~ IF I om p .u&cOltIr:.;QO:". DMIO tMy IrtIdor. IF / om ( "rim. c!f)"'~~"" Oft" ,. th. eoN~fl"f1119."'Y. COft~. a~. . I 1'I~. D J ...1 Oat. ~ . f'fVJ.'~~ /~-/,,.9 ? Mall... v.roe. W;",~ldlng DJvIaIOf\ Mail Slo.~-i61'o, Sr. Puvl, MN ~Sl460601o , . Certfft(ClIe of Compliance Boscd on record. of tlU! MJnnesok1 Deponment or Kevenue, r cattily that the contractor who hot algnod thl. c:er1iflcahl has furhn.d an the t'IIqulro",.nta of M'nn8tOla Statvta. 290.92 ond 290.97 concemJng 111. wllhholdlng of Mlmesola Income lax from wage. paid to employe~1 relating to contrad servlcas ow"h the ctQtg of Mlnno.ola and/C1f 115 tubdlvlllon.. "-'-'....o,t:!2lJ;;t t?~ 'SA ~O 8 1999 " S'-4 N.. ",000 t ~ ..... 111"1 , -' """114 - ~,.., Willt ,~ ......."'I'III, .....".111. evrtae... ~k. TEL: JAN-06-1999 15~11 Jan 08 99 16:21 No.008 P.06 6123225944 P.06/06 t1:l-IAMFRA CO-ITRACT I N!3 I NC . 1C-1M IIov. "/to JUN 2. 2, 199& Mlnn..ote Department of Rov...". Withholding Affidavit for Contractors f...,. Company namr. PRECISION PAVEMENT MARKING INC Address 14280 JAMES ROAD City Sute ZIp COde ROGERS MN 66474 "'e8l8 type or f'I'Int oI..rJv '~OYI. Thla w'" bo your m811np lab., felf Nturnl(1g tho oompl,~ forn1. T .lepho"l runbet (01 ~)52ft}H20 O'C1 you "'VI .meloy... work 0" till. proje011 " non.. IXIJ1IIn who dId -nM'work( - ..... . YES Thl& etflOllVlt MU8t be IPDfoved bv the Mlt\"..ota D~nlMnt 01 Revenue bafot. the 818to of Mlnnolota or any 01 Itl a\lbdlvl,lona oan rnak4' fJnal paymvnt to aorul8C11M'tI. MlMMOta 10 numb.., 1888443 MontJ\/v...r \/Worle beg,..., Oct.97 Monthfre.r work ended Jun-9B Total conVlot amount: $4,740.00 Amount .tll dUll: - ._1 r,CI)eet number: Pro]eot 1oca,1on: hol'~ ~ Address '488.00 CP 97-02 FISH POINT RD/PRIOR LAKe CITY OF PRIOR LAKE Check the box that dHorlboa YOllr Il\volvernont In th. project end fill In aI.lnformatlon '.quested In th.t o....,gory: o Sole DOI'I1nICtDt ~~Ullc.an\r"" If you Ire I 'VbOontl.Dlor. ellt In tt\. name .tad ..ddtea ot the uuntrecnor Nt h&lod yOu: MCNAMARA CONTRACTING INCi 6001 160TH WEST, ROSEMOUNT, MN 66068 OPrhI- ConlNato, If vou 8Ubconnctld out any work on Ittll pt~jeCl. alf of vour lubeomreC1or. must fIe melr own IC-134 .fflda"k end h.". the." L'Br1Itlea bV \he P'Plrt"*,t of Rev.nue bafo" y~ OM 1U, your .fTld.vt!. ~ Nth e",boontflvtor YOU hid, flU tn 1."'" bU!llne.. Infonm1Jon billow, Ind .u.oh I copy of each 8tJ~oto,'a oenif*f JC-134. (If you nee" ,"orl 'PIOll, It.DtII1 ceperale ehelt.) BUlinell name Add,.!s Own.rlOffloer ...",,"- . ., 1._..._ '.,!_ I d....,.. ..t..., "'ormI1Jon , hive mid In "" th. form hl1r""nd oompllllwd to "'.lJIct of my knawJtage wwfW8f. , ,u~orlll the [)ep8r1rMnt of R~nue 10 dJlOIosI per1tnenr Intorm.1fon r..tlng to thla proJect,lncludlng sending ooplel of fll. form, to the prin}e I am , euboof1b'1tOtor, .-ld 1a ,.ttY .ubOon1rlotor. " J 1m I DrlMO oonttelGtOr, II'HJ to \h, CDnlrlc!lng agency. uVCJ10 . --I- Title " nata -,,1- OFFICE MANAGER 6/18/98 r o.rtifl~tlon, mall orlg"lne' lind one copy to: MlnnBsotCl DepArtmant of Revenue, Buafn&&s TruAt Tax Seotlon Mall Station 661 0, &t Paul, MN 861 48-661 0 Cer1Jfloete of ComplJanoo with MInn.,ota 'noom. Tex WIthholding law S8ncf on records of the Mlr1ne.Dtl Dep.r1mont of nOVArlue, I wnlly thllt the C(N\trAettw whe .,.. clghnod till, O-.11Jc8t. n.. fuJfllJ.d all the ,.."ur.rmmll 01 Mlmt.ote Statutttl 290.92 and 290.8'1 conoernlng 1he wkhholdlng 0' Mw..ol. irKJDme 11" ',om weQoI paid 10 amp'o~.~. relal'"a to c:ontr.ct IOMOta wi." the c..,. of M~.oto .nd/or III luWlv"'onl. .,...................-... ...."t/~ t?~ u ALl .'.....1000... .... Y Om ~ lOTi=L P. 06 CONSTRUCTION PAYMENT VOUCH~ Estimate Voucher No. FINAL For Period Ending: January 11, 1999 Date: January 11, 1999 Project Number: 95-07 Class of Work: Mushtown Road Street Improvements For: City of Prior Lake To: McNamara Contracting, Inc. 5001 l60th Street Rosemont, MN 55068 A. Original Contract Amount $ 310,774.65 B. Total Additions $ 0.00 C. Total Deductions $ 0.00 D. Total Funds Encumbered $ 310,774.65 E. Total Value of Work Certified to Date $ 303,078.7 3 F. Less Retained Percentage 0 % $ 0.00 G. Less Total Previous Payments $ 274,888.90 H. Approved for Payment, This Report $ 28,189.83 I. Total Payments Including This Voucher $ 303,078.7 1 J. Balance Carried Forward $ 7,695.91 APPROV ALS Pursuant to our field observation, as performed in accordance with our contract, we hereby certify that the materials are satisfactory and the work properly performed in accordance with the plans and specifications and that the total work is 100 % completed as of, December 31 , 1998, I hereby recommend payment of this voucher. Project Engineer Approval: ~ cf)~ --tt- - - This is to certify that to the best of my knowledge, information, and belief, the quantities and values of work certified herein is a fair approximate estimate for the period covered by this voucher. V\il C ~/l1O'\A y' "" G'^" -h-" ~-h~j,1A C. Signed By: A ~ ~ '2.-1 2,.-/ q '1 Title: "c c; ~ Contractor: Date: CITY OF PRIOR LAKE ::7'~/Y~ Voucher checI(ed By AP~ Aillhorizeo Representative Date: /-//-99 Date: I /~7Iq~ G:\Projects\1997\17pikeso\payest.xls 50l -lfB (~1S -es6f :ONSTRUCTION PAYMENT VOUCHEI Estimate Voucher No. 5 For Period Ending: October 6, 1998 Date: October 13, 1998 Project Number: 95-07 Class of Work: Mushtown Road Street Improvements For: City of Prior Lake To: McNamara Contracting, Inc. 5001 160th Street Rosemont, MN 55068 A. Original Contract Amount $ 310,774.65 B. Total Additions $ 0.00 C. Total Deductions $ 0.00 D. Total Funds Encumbered $ 310,774.65 E. Total Value of Work Certified to Date $ 289,356.74 F. Less Retained Percentage 5 % $ 14,467.84 G. Less Total Previous Payments $ 254,013.37 H. Approved for Payment, This Report $ 20,875.54 I. Total Payments Including This Voucher $ 274,888.90 J. Balance Carried Forward $ 35,885.75 APPROV ALS Pursuant to our field observation, as perfv.lu.led in accordance with our contract, we hereby certify that the materials are satisfactory and the work properly performed in accordance with the plans and specifications and that the total work is 95 % completed as of, October 13 , 1998, I hereby recommend payment of this voucher. Project Engineer Approval: ~LiJj. ~ I f7 This is to certify that to the best of my knowledge, information, and belief, the quantitilfs and values of work certified herein is a fair app.loximate estimate for the period covered by this voucher. Contractor: ;?1e-!liamtl/ZL CM-fJC/. ~ 'P1 (.. . .I Signed By: ~~ )??:dd, ;' / ~ -,r: r_ ../"" -~ Date: I 0 -. ?-. ~ -- <1 "B Title: CITY OF PRIOR LAKE (- ~f, P II r.J)o.t rvv~-ft- Voucher ChecKOO By Appro~ for Paym~ Ao.A~~ Authorized Representative Date: /O//3)Q8 Date: /0 JI.3I 'ft:- G:\Projects\1997\ 17pikeso\payest.xls 5o/-L-i8215 -50 I PA Y EST/AfA TE NUMBER 5 PROJECT: FISHPOINT ROAD SAP 201-105-06 PIKE LAKE ROAD SAP 201-114-03 MUSHTOWN ROAD CITY OF PRIOR LAKE, MINNESOTA AUGUST 4, 1997 HOWARD R. GREEN COMPANY OWNER: OPENING DATE: ENGINEER: DATE SCHEDULE 1.0 FISH POINT ROAD (STREET) 1 MOBILIZATION LS 1 $ 4,000.00 0.00 $ - 1.00 $ 4,000.00 2 COMMON EXCAVATION CY 1105 $ 5.00 0.00 $ - 1105.00 $ 5,525.00 3 SUBGRADE EXCAVATION CY 500 $ 6.50 0.00 $ - 0.00 $ 4 TOPSOIL BORROW CY 1066 $ 7.00 0.00 $ - 1000.00 $ 7,000.00 5 SUBGRADE PREPARATION RDSTA 12 $ 125.00 0.00 $ - 12.00 $ 1,500.00 6 GEOTEXTILE FABRIC TYPE V SY 1500 $ 1.00 0.00 $ - 0.00 $ 7 AGGREGATE BASE, CLASS 5 TON 3850 $ 7.25 0.00 $ - 3409.85 $ 24,721.41 8 3" MINUS -100% CRUSHED QUARRY LIMESTONE TON 930 $ 7_25 0.00 $ - 0.00 $ 9 TYPE 41A, 2 1/2" BITUMINOUS PATHWAY TON 300 $ 42.00 0.00 $ - 179.00 $ 7,518.00 10 TYPE 41A, WEAR COURSE MIXTURE TON 700 $ 24.50 0.00 $ - 614.28 $ 15,049.86 11 TYPE 31 B, BASE COURSE MIXTURE TON 1410 $ 21.00 0.00 $ - 1009.49 $ 21,199.29 12 BITUMINOUS MATERIAL FOR TACK COAT GAL 220 $ 1.50 0.00 $ - 225.00 $ 337.50 13 ADJUST GATE VALVE EA 4 $ 100.00 0.00 $ - 4.00 $ 400.00 14 ADJUST FRAME AND RING CASTING EA 8 $ 165.00 0.00 $ - 8.00 $ 1,320.00 15 4" CONCRETE WALK SF 5786 $ 1.70 0.00 $ - 5671.00 $ 9,640.70 16 CONCRETE CROSSWALK SPECIAL SF 360 $ 4.20 0.00 $ - 308.00 $ 1,293.60 17 CONCRETE CURB & GUTTER, B618 LF 4600 $ 6.20 0.00 $ - 4541.00 $ 28,154.20 18 CONCRETE PEDESTRIAN RAMP EA 8 $ 190.00 0.00 $ - 8.00 $ 1,520.00 19 CONCRETE TRIANGULAR VALLEY GUTTER SF 150 $ 5.25 0.00 $ - 66.00 $ 346.50 20 CONCRETE VALLEY GUTTER LF 75 $ 15.50 0.00 $ - 47.50 $ 736.25 21 PERMANENT BARRICADE EA 2 $ 325.00 0.00 $ - 2.00 $ 650.00 22 PAVEMENT STRIPING, 4" EQUIV. WIDTH LF 5000 $ 0.50 0.00 $ - 5143.00 $ 2,571.50 23 FURNISH & INSTALL SIGN PANELS, TYPE C SF 102 $ 23.00 0.00 $ - 102.00 $ 2,346.00 24 BALE CHECK EA 30 $ 15.00 15.00 $ 225.00 15.00 $ 225.00 25 SILT FENCE, HEAVY DUTY LF 525 $ 2.50 0.00 $ - 607.00 $ 1,517.50 26 CATCH BASIN SEDIMENT BARRIER EA 17 $ 125.00 0.00 $ - 0.00 $ 27 DUST CONTROL WATER MGAL 60 $ 15.00 0.00 $ - 0.00 $ G:\Projects\ 1997\ 17pikeso\payest.xls Page 1 Pay Estimate 5 !!rESS!I!i!i ~ 28 SEED MIXTURE 500 AC 1.1 $ 1,000.00 0.00 $ - 0.53 $ 530.00 29 SODDING, LAWN & BOULEVARD SY 2350 $ 2.00 0.00 $ - 5085.00 $ 10,170.00 30 WOOD FIBER BLANKET TYPE REGULAR SY 1825 $ 1.00 0.00 $ - 1298.00 $ 1,298.00 31 TRAFFIC CONTROL LS 1 $ 1,500.00 0.00 $ - 1.00 $ 1,500.00 32 SUBGRADE DENSITY TEST, INPLACE EA 2 $ 55.00 0.00 $ - 2.00 $ 110.00 33 CLASS 5 GRADATION TEST EA 2 $ 55.00 0.00 $ - 2.00 $ 110.00 34 CLASS 5 PROCTOR TEST EA 1 $ 100.00 0.00 $ - 1.00 $ 100.00 35 CLASS 5 DENSITY TEST, INPLACE EA 3 $ 55.00 0.00 $ - 3.00 $ 165.00 36 CONCRETE TESTING EA 9 $ 75.00 0.00 $ - 6.00 $ 450.00 37 BITUMINOUS AIR VOID TEST EA 6 $ 100.00 0.00 $ - 4.00 $ 400.00 38 BITUMINOUS CORE DENSITY TEST EA 6 $ 25.00 0.00 $ - 2.00 $ 50.00 T SCHEDULE 1.0 FISH POINT ROAD (STREET) . TOTAL SCHEDULE 2.0 FISH POINT ROAD (STORM SEWER) 1 12" RC PIPE SEWER DESIGN 3006 CLASS V LF 2 15" RC PIPE SEWER DESIGN 3006 CLASS V LF 3 18" RC PIPE SEWER DESIGN 3006 CLASS III LF 4 4" PERFORATED THERMOPLASTIC PIPE DRAIN LF 5 CONNECT TO EXISTING MANHOLE EA 6 CONNECT TO EXISTING PIPE EA 7 CONST DRAINAGE STRUCTURE. DESIGN 48-4020 EA 8 CONST DRAINAGE STRUCTURE, DESIGN SPECIAL EA 9 SUBGRADE PROCTOR EA 10 SUBGRADE DENSITY - INPLACE EA T SCHEDULE 2.0 FISH POINT ROAD (STORM SEWER) - TOTAL SCHEDULE 3.0 PIKE LAKE TRAIL (STREET) 1 MOBILIZATION LS 2 CLEARING AC 3 GRUBBING AC 4 CLEARING EA 5 GRUBBING EA 6 SALVAGE AND REINSTALL CMP LF 7 REMOVE BITUMINOUS SURFACE SY 8 COMMON EXCAVATION CY 9 SUBGRADE EXCAVATION CY G:\Projects\ 1997\ 17pikeso\payest.xls 480 $ 870 $ 70 $ 200 $ 1 $ 1 $ 9 $ 9 $ 1 $ 8 $ 1 $ 0.9 $ 0.9 $ 28 $ 28 $ 30 $ 280 $ 4960 $ 500 $ 23.75 25.25 27.00 10_00 500.00 475.00 1,050.00 825.00 85.00 40.00 3,000.00 2,500.00 1,250.00 150.00 110.00 15.00 3.00 3.50 5.00 Page 2 0.00 $ 225.00 $ 152,455.31 0.00 $ - 448.00 $ 10,640.00 0.00 $ - 867.00 $ 21,891.75 0.00 $ - 74.00 $ 1,998.00 0.00 $ - 0.00 $ 0.00 $ - 1.00 $ 500.00 0.00 $ - 1.00 $ 475.00 0.00 $ - 9.00 $ 9,450.00 0.00 $ - 9.00 $ 7,425.00 0.00 $ - 1.00 $ 85.00 0.00 $ - 5.00 $ 200.00 $ - $ 52,664.75 0.00 $ - 1.00 $ 3,000.00 0.00 $ - 1.60 $ 4,000.00 0.00 $ - 1.60 $ 2,000.00 0.00 $ - 28.00 $ 4,200.00 0.00 $ - 28.00 $ 3,080.00 0.00 $ - 10.00 $ 150.00 0.00 $ - 60.00 $ 180.00 0.00 $ - 4960.00 $ 17,360.00 0.00 $ - 1074.00 $ 5,370.00 Pay Estimate 5 1~1IIII:f~1~~~~' ,=~~~===-~~~._~-=== 10 SALVAGE TOPSOIL RESPREAD CY 1080 $ 2.50 0.00 $ 11 MODIFIED SELECT GRANULAR BORROW CY 1920 $ 7.00 0.00 $ 12 GEOTEXTILE FABRIC TYPE V SY 1500 $ 1.00 0.00 $ 13 AGGREGATE BASE, CLASS 5 TON 4075 $ 7.25 0.00 $ 14 3" MINUS 100% CRUSHED QUARRY LIMESTONE TON 930 $ 7.75 0.00 $ 15 3" BITUMINOUS DRIVEWAY RESTORATION SY 85 $ 42.00 0.00 $ 16 TYPE 41A, WEARING COURSE MIXTURE TON 550 $ 25.00 362.00 $ 17 TYPE 31 B, BASE COURSE MIXTURE TON 900 $ 22.00 0.00 $ 18 BIT. MATERIAL FOR TACK COAT GAL 230 $ 1.50 230.00 $ 19 MODULAR BLOCK RETAINING WALL SF 6000 $ 14.30 0.00 $ 20 ADUST FRAME AND RING CASTING EA 3 $ 160.00 0.00 $ 21 4" CONCRETE WALK SF 6400 $ 1.75 0.00 $ 22 CONCRETE CURB AND GUTTER, DESIGN B618 LF 2700 $ 6.30 0.00 $ 23 CONCRETE DRIVEWAY PAVEMENT SY 30 $ 28.00 0.00 $ 24 CONCRETE PEDESTRIAN RAMP EA 2 $ 190.00 0.00 $ 25 TRAFFIC BARRIER DESIGN A8307 LF 570 $ 13.00 0.00 $ 26 FURNISH & INSTALL SIGN PANELS, TYPE C SF 103 $ 23.00 103.00 $ 27 SILT FENCE, HEAVY DUTY LF 1200 $ 2.75 0.00 $ 28 CATCH BASIN SEDIMENT BARRIER EA 13 $ 125,00 0.00 $ 29 WOOD FIBER BLANKET SY 50 $ 3.00 50.00 $ 30 SEED MIXTURE 500 AC 1 $ 500.00 1.50 $ 31 SODDING, LAWN & BOULEVARD SY 1600 $ 2.00 1985.00 $ 32 DUST CONTROL WATER MGAL 35 $ 20.00 0.00 $ 33 PAVEMENT STRIPING, 4" EQUIV. WIDTH LF 6225 $ 0.45 6000.00 $ 34 TRAFFIC CONTROL LS 1 $ 55.00 0.00 $ 35 CLASS 5 GRADATION TEST EA 2 $ 55.00 0.00 $ 36 CLASS 5 PROCTOR TEST EA 1 $ 100.00 0.00 $ 37 CLASS 5 DENSITY- INPLACE EA 3 $ 55.00 0.00 $ 38 CONCRETE TESTING EA 4 $ 75.00 0.00 $ 39 BITUMINOUS AIR VOIDS EA 6 $ 100.00 0.00 $ 40 BITUMINOUS CORE DENSITY EA 6 $ 25.00 0.00 $ 41 SUBGRADE DENSITY-INPLACE EA 4 $ 55.00 0.00 $ T SCHEDULE 3.0 PIKE LAKE TRAIL (STREET) - TOTAL $ G:\Projects\ 1997\ 17pikeso\payest.x1s Page 3 9,050.00 345.00 2,369.00 150.00 750.00 3,970.00 2,700.00 19,334.00 845.00 $ 2,112.50 2350.40 $ 16,452.80 0.00 $ 4312.06 $ 31,262.44 2142.66 $ 16,605.62 160.00 $ 6,720.00 362.00 $ 9,050.00 678.01 $ 14,916.22 275.00 $ 412.50 386.00 $ 5,519.80 4.00 $ 640.00 4910.00 $ 8,592.50 2660.00 $ 16,758.00 49.10 $ 1,374.80 5.00 $ 950.00 0.00 $ 103.00 $ 2,369.00 1923.00 $ 5,288.25 13.00 $ 1,625.00 50.00 $ 150.00 1.50 $ 750.00 1985.00 $ 3,970.00 0.00 $ 6000.00 $ 2,700.00 1.00 $ 55.00 2.00 $ 110.00 0.00 $ 1.00 $ 55.00 4.00 $ 300.00 2.00 $ 200.00 0.00 $ 2.00 $ 110.00 $ 188,389.42 Pay Estimate 5 SCHEDULE 4.0 PIKE LAKE TRAIL (TRUNK STORM SEWER) 1 4" PERFORATED THERMOPLASTIC PIPE DRAIN LF 360 $ 9.50 0.00 $ - 350.00 $ 3,325.00 2 RANDOM RIP RAP CLASS III CY 8.5 $ 53.00 0.00 $ - 8.50 $ 450.50 3 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 48-4020 EA 2 $ 1,050.00 0.00 $ - 3.00 $ 3,150.00 4 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 60-4020 EA 3 $ 1,490.00 0.00 $ - 3.00 $ 4,470.00 5 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 84-4020 (SUMP) EA 1 $ 2,400.00 0.00 $ - 1.00 $ 2,400.00 6 CONSTRUCT DRAINAGE STRUCTURE, DESIGN SPECIAL EA 8 $ 825.00 0.00 $ - 7.00 $ 5,775.00 7 CONNECT TO EXISTING STORM SEWER MANHOLE EA 1 $ 475.00 0.00 $ - 1.00 $ 475.00 8 12" RC PIPE SEWER, DESIGN 3006 CLASS V LF 127 $ 23.00 0.00 $ - 108.00 $ 2,484.00 9 15" RC PIPE SEWER, DESIGN 3006 CLASS V j LF 292 $ 24.30 0.00 $ - 293.00 $ 7,119.90 10 18" RC PIPE SEWER, DESIGN 3006 CLASS III LF 552 $ 26.30 0.00 $ - 555.00 $ 14,596.50 11 21" RC PIPE SEWER, DESIGN 3006 CLASS III LF 122 $ 28.50 0.00 $ - 41.20 $ 1,174.20 12 24" RC PIPE SEWER, DESIGN 3006 CLASS III LF 255 $ 30.30 0.00 $ - 255.00 $ 7,726.50 13 27" RC PIPE SEWER, DESIGN 3006 CLASS III LF 184 $ 36.60 0.00 $ - 184.00 $ 6,734.40 14 36" RC PIPE SEWER, DESIGN 3006 CLASS III LF 150 $ 50.50 0.00 $ - 152.00 $ 7,676.00 15 36" RC PIPE APRON EA 1 $ 1,250.00 0.00 $ - 1.00 $ 1,250.00 16 SUBGRADE PROCTOR EA 1 $ 80.00 0.00 $ - 0.00 $ 17 SUBGRADE DENSITY - INPLACE EA 8 $ 38,00 0.00 $ - 0.00 $ 18 PIPE FOUNDATION MATERIAL CY 50 $ 13.70 0.00 $ - 46.70 $ 639.79 T SCHEDULE 4.0 PIKE LAKE TRAIL (STORM SEWER) - TOTAL $ - $ 69,446.79 SCHEDULE 5.0 PIKE LAKE TRAIL CNA TERMAIN) 1 CONNECT TO EXISTING WA TERMAIN EA 2 $ 480.00 0.00 $ - 2.00 $ 960.00 2 HYDRANT WITH 6" VALVE EA 5 $ 1,750.00 0.00 $ - 5.00 $ 8,750.00 3 6" GATE VALVE EA 1 $ 455.00 0.00 $ - 1.00 $ 455.00 4 8" GATE VALVE EA 1 $ 600.00 0.00 $ - 2.00 $ 1,200.00 5 10" GATE VALVE EA 1 $ 840.00 0.00 $ - 1.00 $ 840.00 6 12" BUTTERFLY VALVE EA 2 $ 775.00 0.00 $ - 2.00 $ 1,550.00 7 6" DIP WATERMAIN, CLASS 52 LF 163 $ 16.50 0.00 $ - 141.00 $ 2,326.50 G:\Projects\ 1997\ 17pikeso\payest.xls Page 4 Pay Estimate 5 !r~-~- 8 8" DIP WATERMAIN, CLASS 52 LF 48 $ 19.20 0.00 $ - 48.00 $ 921.60 9 10" DIP WATERMAIN, CLASS 52 LF 773 $ 21.80 0.00 $ - 794.00 $ 17,309.20 10 12" DIP WATERMAIN, CLASS 50 LF 553 $ 23.30 0.00 $ - 555.00 $ 12,931.50 11 FITTINGS LBS 3150 $ 1.55 0.00 $ - 3235.00 $ 5,014.25 12 SUBGRADE PROCTOR EA 1 $ 80.00 0.00 $ - 1.00 $ 80.00 13 SUBGRADE DENSITY -INPLACE EA 10 $ 40.00 0.00 $ - 4.00 $ 160.00 14 PIPE FOUNDATION MATERIAL CY 50 $ 14.00 0.00 $ - 50.00 $ 700.00 T SCHEDULE 5.0 PIKE LAKE TRAIL fNATERMAIN) - TOTAL SCHEDULE 6.0 PIKE LAKE TRAIL (SANITARY SEWER) 1 8" PVC SEWER SDR 35 (10-12') DEEP LF 2 4" PVC PIPE SEWER LF 3 8"X4" PVC WYE EA 4 CONNECT TO EXISTING SANITARY SEWER MANHOLE EA 5 48" DIAMETER SANITARY MANHOLE EA 6 SUBGRADE PROCTOR EA 7 SUBGRADE DENSITY - INPLACE EA 8 PIPE FOUNDATiON MATERIAL CY T SCHEDULE 6.0 PIKE LAKE TRAIL (SANITARY SEWER) . TOTAL SCHEDULE 7.0 MUSHTOWN ROAD (STREET) 1 MOBILIZATION LS 2 CLEARING AC 3 GRUBBING AC 4 CLEARING EA 5 GRUBBING EA 6 COMMON EXCAVATION CY 7 SUBGRADE EXCAVATION CY 8 SALVAGE TOPSOIL AND RESPREAD CY 9 GEOTEXTILE FABRIC TYPE V SY 10 MODIFIED SELECT GRANULAR BORROW CY 11 AGGREGATE BASE, CLASS 5 TON 12 3 " MINUS 100% CRUSHED QUARRY LIMESTONE TON 13 TYPE 41A, WEAR COURSE MIXTURE TON 14 TYPE 31 B, BASE COURSE MIXTURE TON 15 BITUMINOUS MATERIAL FOR TACK COAT GAL G:\Projects\ 1997\ 17pikeso\payest.x1s 427 $ 16.00 40 $ 8.80 1 $ 29.00 3 $ 500.00 2 $ 1,425.00 1 $ 80.00 2 $ 40.00 50 $ 14000 1 $ 1 $ 1 $ 1 $ 1 $ 9037 $ 650 $ 2775 $ 1950 $ 3530 $ 3425 $ 1210 $ 650 $ 1025 $ 340 $ Page 5 3,500.00 3,000.00 1,750.00 400.00 250.00 2.50 4.25 1.75 1.00 8.00 7.25 7.75 25.00 21.00 1.50 $ - $ 53,198.05 0.00 $ - 653.00 $ 10,448.00 0.00 $ - 40.00 $ 352.00 0.00 $ - 1.00 $ 29.00 0.00 $ - 3.00 $ 1,500.00 0.00 $ - 2.00 $ 2,850.00 0.00 $ - 1.00 $ 80.00 0.00 $ - 2.00 $ 80.00 0.00 $ - 50.00 $ 700.00 $ - $ 16,039.00 0.00 $ - 0.75 $ 2,625.00 0.00 $ - 1.00 $ 3,000.00 0.00 $ - 1.00 $ 1,750.00 0.00 $ - 1.00 $ 400.00 0.00 $ - 1.00 $ 250.00 0.00 $ - 7000.00 $ 17,500.00 0.00 $ - 650.00 $ 2,762.50 0.00 $ - 2364.00 $ 4,137.00 0.00 $ - 0.00 $ 0.00 $ - 2169.57 $ 17,356.56 0.00 $ - 3617.11 $ 26,224.05 0.00 $ - 3580.87 $ 27,751.74 650.00 $ 16,250.00 650.00 $ 16,250.00 0.00 $ - 1032.59 $ 21,684.39 315.00 $ 472.50 340.00 $ 510.00 Pay Estimate 5 E[~[-.E!ii!ii- 16 TYPE 41A, 2 1/2" BITUMINOUS PATHWAY 17 BITUMINOUS DRIVEWAY 18 ADJUST HYDRANT 19 ADJUST FRAME AND RING CASTING 20 CONCRETE CURB & GUTTER, B618 21 CONCRETE VALLEY GUTTER 22 SILT FENCE, HEAVY DUTY 23 BALE CHECK 24 CATCH BASIN SEDIMENT BARRIER 25 SODDING, LAWN & BOULEVARD 26 SEEDING MIXTURE 500 27 SEEDING MIXTURE 250 28 WOOD FIBER BLANKET 29 DUST CONTROL WATER 30 TRAFFIC CONTROL 31 SUBGRADE DENSITY TEST, INPLACE 32 CLASS 5 GRADATION TEST 33 CLASS 5 PROCTOR TEST 34 CLASS 5 DENSITY TEST, INPLACE 35 CONCRETE TESTING 36 BITUMINOUS AIR VOID TEST 37 BITUMINOUS CORE DENSITY TEST T SCHEDULE 7.0 MUSHTOWN ROAD (STREET) - TOTAL SCHEDULE 8.0 MUSHTOWN ROAD (STORM SEWER) 1 12" RCP CLASS V 2 15" RCP CLASS V 3 18" RCP CLASS III 4 24" RCP CLASS III 5 4" PERFORATED THERMOPLASTIC PIPE DRAIN 6 STORM MANHOLE 48" DIA 7 STORM MANHOLE 48" DIA WITH 3' SUMP 8 STORM MANHOLE 60" DIA WITH 3' SUMP 9 CATCH BASIN 10 18" RCP APRON 11 24" RCP APRON 12 RIPRAP CLASS III G:\Projects\ 1997\ 17pikeso\payest.x1s TON 150 $ 42.00 SY 45 $ 9.00 EA 2 $ 225.00 EA 1 $ 250.00 LF 4630 $ 6.15 SF 500 $ 4.20 LF 1100 $ 2.75 EA 30 $ 15.00 EA 11 $ 125.00 SY 10300 $ 2.00 AC 1.6 $ 1,000.00 AC 0.4 $ 1,000.00 SY 1600 $ 1.75 MGAL 60 $ 10.00 LS 1 $ 55.00 EA 4 $ 55.00 EA 2 $ 100.00 EA 1 $ 55.00 EA 4 $ 75.00 EA 5 $ 100.00 EA 5 $ 50.00 EA 5 $ 25.00 LF 293 $ 23.60 LF 28 $ 25.00 LF 159 $ 26.80 LF 44 $ 30.80 LF 1670 $ 9.50 EA 2 $ 1,000.00 EA 1 $ 1,200.00 EA 1 $ 1,850.00 EA 7 $ 840.00 EA 1 $ 590.00 EA 1 $ 775.00 TON 15 $ 55.00 Page 6 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 180.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 360.00 17,082.50 150.00 $ 6,300.00 45.00 $ 405.00 0.00 $ 0.00 $ 4608.00 $ 28,339.20 182.40 $ 766.08 2176.00 $ 5.984.00 0.00 $ 9.00 $ 1,125.00 2610.00 $ 5,220.00 1.23 $ 1,230.00 0.00 $ 640.00 $ 1,120.00 0.00 $ 1.00 $ 55.00 4.00 $ 220.00 2.00 $ 200.00 1.00 $ 55.00 4.00 $ 300.00 0.00 $ 5.00 $ 250.00 5.00 $ 125.00 $ 193,895.52 230.00 $ 5,428.00 28.00 $ 700.00 149.00 $ 3,993.20 38.00 $ 1,170.40 1500.00 $ 14,250.00 2.00 $ 2,000.00 1.00 $ 1,200.00 1.00 $ 1,850.00 7.00 $ 5,880.00 1.00 $ 590.00 1.00 $ 775.00 15.00 $ 825.00 Pay Estimate 5 Ei:=~!'EE4!EiII!!!!i!l'5!!ir" 13 SUBGRADE PROCTOR EA 1 $ 80.00 0.00 $ - 1.00 $ 80.00 14 SUBGRADE DENSITY - INPLACE EA 5 $ 40.00 0.00 $ - 5.00 $ 200.00 15 PIPE FOUNDATION MATERIAL CY 100 $ 14.00 0.00 $ - 0.00 $ T SCHEDULE 8.0 MUSHTOWN ROAD (STORM SEWER) - TOTAL $ CONSTRUCTION ESTIMATE THIS PERIOD SCHEDULE 1.0 FISH POINT ROAD (STREET) $ SCHEDULE 2.0 FISH POINT ROAD (STORM SEWER) $ SCHEDULE 3.0 PIKE LAKE TRAIL (STREET) $ SCHEDULE 4.0 PIKE LAKE TRAIL (TRUNK STORM SEWER) $ SCHEDULE 5.0 PIKE LAKE TRAIL (WATERMAIN) $ SCHEDULE 6.0 PIKE LAKE TRAIL (SANITARY SEWER) $ SCHEDULE 7.0 MUSHTOWN ROAD (STREET) $ SCHEDULE 8.0 MUSHTOWN ROAD (STORM SEWER) $ CHANGE ORDERS $ TOTAL ESTIMATE THIS PERIOD $ AL TERNA TE 1.0 MUSHTOWN ROAD (STREET) 1 MOBILIZATION LS 1 $ 2,200.00 0.00 $ 2 CLEARING AC 0.1 $ 3,000.00 0.00 $ 3 GRUBBING AC 0.1 $ 2,000.00 0.00 $ 4 COMMON EXCAVATION CY 1000 $ 4.00 0.00 $ 5 SUBGRADE EXCAVATION CY 125 $ 6.00 0.00 $ 6 SALVAGE AND TOPSOIL RESPREAD CY 200 $ 3.50 0.00 $ 7 GEOTEXTILE FABRIC TYPE V CY 300 $ 1.00 0.00 $ 8 MODIFIED SELECT GRANULAR BORROW CY 680 $ 7.50 0.00 $ 9 AGGREGATE BASE, CLASS 5 TON 700 $ 8.00 0.00 $ 10 3" MINUS 100% CRUSHED QUARRY LIMESTONE CY 100 $ 9.00 0.00 $ 11 TYPE 41A, WEAR COURSE MIXTURE TON 130 $ 28.75 153.00 $ 12 TYPE 31 B, BASE COURSE MIXTURE TON 200 $ 25.00 0.00 $ 13 BITUMINOUS MATERIAL FOR TACK COAT GAL 67 $ 2.00 25.00 $ 14 TYPE 41A 21/2" BITUMINOUS PATH TON 45 $ 55.00 0.00 $ 15 CONCRETE CURB & GUTTER, B618 LF 835 $ 7.35 0.00 $ 16 BALE CHECK EA 10 $ 20.00 10.00 $ 17 CATCH BASIN SEDIMENT BARRIER EA 4 $ 125.00 0.00 $ 18 SILT FENCE, HEAVY DUTY LF 100 $ 1.50 0.00 $ G:\Projects\ 1997\ 17pikeso\payest.xls Page 7 225.00 19,334.00 17,082.50 36,641.50 4,398.75 50.00 200.00 $ 38,941.60 $ 152,455.31 $ 52,664.75 $ 188,389.42 $ 69,446.79 $ 53,198.05 $ 16,039.00 $ 193,895.52 $ 38,941.60 $ 15,068.00 $ 780,098.44 1.00 $ 2,200.00 0.10 $ 300.00 0.10 $ 200.00 700.00 $ 2,800.00 125.00 $ 750.00 0.00 $ 0.00 $ 680.00 $ 5,100.00 887.73 $ 7,101.84 654.82 $ 5,893.38 153.00 $ 4,398.75 200.00 $ 5,000.00 25.00 $ 50.00 91.64 $ 5,040.20 835.00 $ 6,137.25 10.00 $ 200.00 4.00 $ 500.00 100.00 $ 150.00 Pay Estimate 5 19 SODDING, LAWN & BOULEVARD SY 320 $ 3.00 0.00 $ - 0.00 $ 20 SEEDING MIXTURE 500 AC 0.2 $ 1,500.00 0.00 $ - 0.00 $ 21 SEEDING MIXTURE 250 AC 0.2 $ 1,500.00 0.00 $ - 0.00 $ 22 WOOD FIBER BLANKET SY 450 $ 1.50 162.00 $ 243.00 162.00 $ 23 DUST CONTROL WATER MGAL 15 $ 200.00 0.00 $ - 0.00 $ 24 TRAFFIC CONTROL LS 1 $ 55.00 0.00 $ - 1.00 $ 25 SUBGRADE DENSITY TEST, INPLACE EA 1 $ 65.00 0.00 $ - 1.00 $ 26 CLASS 5 GRADATION TEST EA 1 $ 65.00 0.00 $ - 1.00 $ 27 CLASS 5 PROCTOR TEST EA 1 $ 75.00 0.00 $ - 1.00 $ 28 CLASS 5 DENSITY TEST, INPLACE EA 1 $ 75.00 0.00 $ - 1.00 $ 29 CONCRETE TESTING EA 1 $ 75.00 0.00 $ - 0.00 $ 30 BITUMINOUS AIR VOID TEST EA 1 $ 75.00 0.00 $ - 0.00 $ 31 BITUMINOUS CORE DENSITY TEST EA 1 $ 75.00 0.00 $ - 0.00 $ T ALTERNATE 1.0 MUSHTOWN ROAD (STREET) - TOTAL ALTERNATE 2.0 MUSHTOWN ROAD (STORM SEWER) 1 12" RCP CLASS V 2 15" RCP CLASS V 3 18" RCP CLASS III 4 4" PERFORATED THERMOPLASTIC PIPE DRAIN 5 STORM MANHOLE 48" DIA 6 CATCH BASIN 7 SUBGRADEPROCTOR 8 SUBGRADE DENSITY - INPLACE LF LF LF LF EA EA EA EA 12 $ 38 $ 148 $ 150 $ 1 $ 3 $ 1 $ 4 $ T ALTERNATE 2.0 MUSHTOWN ROAD (STORM SEWER) - TOTAL ALTERNATE 3.0 PIKE LAKE TRAIL (STORM SEWER) 1 4" PERFORATED THERMPLASTIC PIPE DRAIN LF 2 RANDOM RIP RIP CLASS III CY 3 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 48-4020 EA 4 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 60-4020 EA 5 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 72-4020 (SUMP) EA 6 CONSTRUCT DRAINAGE STRUCTURE, DESIGN SPECIAL EA 7 CONNECT TO EXISTING STORM SEWER MANHOLE EA 8 12" RC PIPE SEWER, DESIGN 3006 CLASS V LF 9 15" RC PIPE SEWER, DESIGN 3006 CLASS V LF 360 $ 8.5 $ 4 $ 1 $ 1 $ 8 $ 1 $ 127 $ 292 $ G:\Projects\ 1997\ 17pikeso\payest.xls Page 8 243.00 55.00 65.00 65.00 75.00 75.00 $ 4,891.75 $ 46,399.42 0.00 $ - 12.00 $ 283.20 0.00 $ - 28.00 $ 700.00 0.00 $ - 148.00 $ 3,922.00 0.00 $ - 150.00 $ 1,425.00 0.00 $ - 1.00 $ 1,000.00 0.00 $ - 3.00 $ 2,550.00 0.00 $ - 1.00 $ 80.00 0.00 $ - 4.00 $ 160.00 $ - $ 10,120.20 0.00 $ - 0.00 $ 0.00 $ - 0.00 $ 0.00 $ - 0.00 $ 0.00 $ - 0.00 $ 0.00 $ - 0.00 $ 0.00 $ - 0.00 $ 0.00 $ - 0.00 $ 0.00 $ - 0.00 $ 0.00 $ - 0.00 $ 23.60 25.00 26.50 9.50 1,000.00 850.00 80.00 40.00 9.50 55.00 1,025.00 1,500.00 2,400.00 850.00 475.00 23.00 24.50 Pay Estimate 5 -'l~.-=~Et!E 10 18" RC PIPE SEWER, DESIGN 3006 CLASS III LF 552 $ 26.30 0.00 $ - 0.00 $ 11 21" RC PIPE SEWER, DESIGN 3006 CLASS III LF 439 $ 28.50 0.00 $ - 0.00 $ 12 30" RC PIPE SEWER, DESIGN 3006 CLASS III LF 150 $ 41.00 0.00 $ - 0.00 $ 13 30" RC PIPE APRON EA 1 $ 950.00 0.00 $ - 0.00 $ 14 SUBGRADE PROCTOR EA 1 $ 80.00 0.00 $ - 0.00 $ 15 SUBGRADE DENSITY -INPLACE EA 8 $ 40.00 0.00 $ - 0.00 $ 16 PIPE FOUNDATION MATERIAL CY 50 $ 14.00 0.00 $ - 0.00 $ T ALTERNATE 3.0 PIKE LAKE TRAIL (STORM SEWER)-TOTAL $ TOTAL ESTIMATE THIS. PERIOD FOR ALTERNATES ALTERNATE 1.0 MUSHTOWN ROAD (STREET) ALTERNATE 2.0 MUSHTOWN ROAD (STORM SEWER) ALTERNATE 3.0 PIKE LAKE TRAIL (STORM SEWER) $ $ $ 4,891.75 $ $ 46,399.42 $ 10,120.20 $ $ 56,519.62 TOTAL $ 4,891.75 I HEREBY CERTIFY THAT THIS IS AN ACCURATE TABULATION OF THE BIDS RECEIVED FOR THE ABOVE MENTIONED PROJECT. G:\Projects\ 1997\ 17pikeso\payest.x1s Page 9 Pay Estimate 5 CONSTRUCTION PAYMENT VOUCll~<< Estimate Voucher No. 4 For Period Ending: June 15, 1998 Date: June 25, 1998 Project Number: 95-07 Class of Work: Mushtown Road Street Improvements For: City of Prior Lake To: McNamara Contracting, Inc. 5001 160th Street Rosemont, MN 55068 A. Original Contract Amount $ 310,774.65 B. Total Additions $ 0.00 C. Total Deductions $ 0.00 D. Total Funds Encumbered $ 310,774.65 E. Total Value of Work Certified to Date $ 267,382.49 F. Less Retained Percentage 5 % $ 13,369.12 G. Less Total Previous Payments $ 231,902.40 H. Approved for Payment, This Report $ 22,110.97 I. Total Payments Including This Voucher $ 254,013.37 J. Balance Carried Forward $ 56,761.28 APPROV ALS Pursuant to our field observation, as performed in accordance with our contract, we hereby certify that the materials are satisfactory and the work properly perfvuued in accordance with the plans and specifications and that the total work is 85 % completed as of, June 15 , 1998, I hereby recommend payment of this voucher. Project Engineer Approval: AvY(} Ih ~ U~ This is to certify that to the best of my knowledge, information, and belief, the quantities and values of work certified herein is a fair approximate estimate for the period covered by this voucher. Contractor: iii t,)/............. C tl",tI'4C"~ :1:",. Signed By: ~ - L. (p- Ol~ Title: 1~ Jndlt. l? ~-f ('.....4.--+ I''J Date: CITY OF PRIOR LAKE __ .~~ d MC()~J~-H- Voucher Checked By I -- (p /2~ jetS . 50' - '-182 7S-6(J/ APjf'~~ Authorized Representative Date: Date: C 1~/<fe PA Y ESTIMA TE NUMBER 4 q 5-01 PROJECT: FISHPOINT ROAD SAP 201-105-06 PIKE LAKE ROAD SAP 201-114-03 MUSHTOWN ROAD OWNER: CITY OF PRIOR LAKE, MINNESOTA OPENING DA TE: AUGUST 4, 1997 ENGINEER: HOWARD R. GREEN COMPANY DATE JUNE 15,1998 SCHEDULE 1.0 FISH POINT ROAD (STREET) 1 MOBILIZATION LS 1 $ 4,000.00 0.00 $ 2 COMMON EXCAVATION CY 11 05 $ 5.00 0.00 $ 3 SUBGRADE EXCAVATION CY 500 $ 6.50 0.00 $ 4 TOPSOIL BORROW CY 1066 $ 7.00 1000.00 $ 5 SUBGRADE PREPARATION RDSTA 12 $ 125.00 0.00 $ 6 GEOTEXTILE FABRIC TYPE V SY 1500 $ 1.00 0.00 $ 7 AGGREGATE BASE, CLASS 5 TON 3850 $ 7.25 397.16 $ B 3 " MINUS 100% CRUSHED QUARRY LIMESTONE TON 930 $ 7.25 0.00 $ 9 TYPE 41A, 2 1/2" BITUMINOUS PATHWAY TON 300 $ 42.00 179.00 $ 10 TYPE 41A, WEAR COURSE MIXTURE TON 700 $ 24.50 614.28 $ 11 TYPE 31B, BASE COURSE MIXTURE TON 1410 $ 21.00 0.00 $ 12 BITUMINOUS MATERIAL FOR TACK COAT GAL 220 $ 1.50 200.00 $ 13 ADJUST GATE VALVE EA 4 $ 100.00 4.00 $ 14 ADJUST FRAME AND RING CASTING EA 8 $ 165.00 8.00 $ 15 4" CONCRETE WALK SF 5786 $ 1.70 5671.00 $ 16 CONCRETE CROSSWALK SPECIAL SF 360 $ 4.20 308.00 $ 17 CONCRETE CURB & GUTTER, B618 LF 4600 $ 6.20 0.00 $ 18 CONCRETE PEDESTRIAN RAMP EA 8 $ 190.00 8.00 $ 19 CONCRETE TRIANGULAR VALLEY GUTTER SF 150 $ 5.25 0.00 $ 20 CONCRETE VALLEY GUTTER LF 75 $ 15.50 0.00 $ 21 PERMANENT BARRICADE EA 2 $ 325.00 0.00 $ 22 PAVEMENT STRIPING, 4" EQUIV. WIDTH LF 5000 $ 0.50 3237.00 $ 23 FURNISH & INSTALL SIGN PANELS, TYPE C SF 102 $ 23.00 0.00 $ 24 BALE CHECK EA 30 $ 15.00 0.00 $ 25 SILT FENCE, HEAVY DUTY LF 525 $ 2.50 0.00 $ 26 CATCH BASIN SEDIMENT BARRIER EA 17 $ 125.00 0.00 $ 27 DUST CONTROL WATER MGAL 60 $ 15.00 0.00 $ Pay Estimate 4 Page 1 7,000.00 2,879.41 7,518.00 15,049.86 300.00 400.00 1,320.00 9,640.70 1,293.60 1,520.00 1,618.50 1.00 $ 4,000.00 1105.00 $ 5,525.00 0.00 $ 1000.00 $ 7,000.00 12.00 $ 1,500.00 0.00 $ 3409.85 $ 24,721.41 0.00 $ 179.00 $ 7,518.00 614.28 $ 15,049.86 1009.49 $ 21,199.29 225.00 $ 337.50 4.00 $ 400.00 8.00 $ 1,320.00 5671.00 $ 9,640.70 308.00 $ 1,293.60 4541.00 $ 28,154.20 8.00 $ 1,520.00 66.00 $ 346.50 47.50 $ 736.25 2.00 $ 650.00 5143.00 $ 2,571.50 102.00 $ 2,346.00 0.00 $ 607.00 $ 1,517.50 0.00 $ 0.00 $ PA YESTXLS 1I11=~=it:111I'lt==ltri.il=IIII!.1141."i'rC.1IIlllf= 111;f:::=1lfIJlllllllll&1I1&1fJIJI 28 SEED MIXTURE 500 AC 1.1 $ 1,000.00 0.28 $ 280.00 0.53 $ 530.00 29 SODDING, LAWN & BOULEVARD SY 2350 $ 2.00 5085.00 $ 10,170.00 5085.00 $ 10,170.00 30 WOOD FIBER BLANKET TYPE REGULAR SY 1825 $ 1.00 80.00 $ 80.00 1298.00 $ 1,298.00 31 TRAFFIC CONTROL LS 1 $ 1,500.00 0.00 $ - 1.00 $ 1,500.00 32 SUBGRADE DENSITY TEST, INPLACE EA 2 $ 55.00 0.00 $ - 2.00 $ 110.00 33 CLASS 5 GRADATION TEST EA 2 $ 55.00 0.00 $ - 2.00 $ 110.00 34 CLASS 5 PROCTOR TEST EA 1 $ 100.00 0.00 $ - 1.00 $ 100.00 35 CLASS 5 DENSITY TEST, INPLACE EA 3 $ 55.00 0.00 $ - 3.00 $ 165.00 36 CONCRETE TESTING EA 9 $ 75.00 2.00 $ 150.00 6.00 $ 450.00 37 BITUMINOUS AIR VOID TEST EA 6 $ 100.00 2.00 $ 200.00 4.00 $ 400.00 38 BITUMINOUS CORE DENSITY TEST EA 6 $ 25.00 0.00 $ - 2.00 $ 50.00 T SCHEDULE 1.0 FISH POINT ROAD (STREET) - TOTAL SCHEDULE 2.0 FISH POINT ROAD (STORM SEWER) 1 12" RC PIPE SEWER DESIGN 3006 CLASS V LF 2 15" RC PIPE SEWER DESIGN 3006 CLASS V LF 3 18" RC PIPE SEWER DESIGN 3006 CLASS III LF 4 4" PERFORATED THERMOPLASTIC PIPE DRA.IN LF 5 CONNECT TO EXISTING MANHOLE EA 6 CONNECT TO EXISTING PIPE EA 7 CONST DRAINAGE STRUCTURE, DESIGN 48-4020 EA 8 CONST DRAINAGE STRUCTURE, DESIGN SPECIAL EA 9 SUBGRADE PROCTOR EA 10 SUBGRADE DENSITY - INPLACE EA T SCHEDULE 2.0 FISH POINT ROAD (STORM SEWER). TOTAL SCHEDULE 3.0 PIKE LAKE TRAIL (STREET) 1 MOBILIZATION LS 2 CLEARING AC 3 GRUBBING AC 4 CLEARING EA 5 GRUBBING EA 6 SALVAGE AND REINSTALL CMP LF 7 REMOVE BITUMINOUS SURFACE SY 8 COMMON EXCAVATION CY 9 SUBGRADE EXCAVATION CY Pay Estimate 4 480 $ 870 $ 70 $ 200 $ 1 $ 1 $ 9 $ 9 $ 1 $ 8 $ 1 $ 0.9 $ 0.9 $ 28 $ 28 $ 30 $ 280 $ 4960 $ 500 $ 23.75 25.25 27.00 10.00 500.00 475.00 1,050.00 825.00 85.00 40.00 3,000.00 2,500.00 1,250.00 150.00 110.00 15.00 3.00 3.50 5.00 Page 2 $ 59,420.07 $ 152,230.31 0.00 $ - 448.00 $ 10,640.00 0.00 $ - 867.00 $ 21,891.75 0.00 $ - 74.00 $ 1,998.00 0.00 $ - 0.00 $ 0.00 $ - 1.00 $ 500.00 0.00 $ - 1.00 $ 475.00 0.00 $ - 9.00 $ 9,450.00 0.00 $ - 9.00 $ 7,425.00 0.00 $ - 1.00 $ 85.00 0.00 $ - 5.00 $ 200.00 $ - $ 52,664.75 0.00 $ - 1.00 $ 3,000.00 0.00 $ - 1.60 $ 4,000.00 0.00 $ - 1.60 $ 2,000.00 0.00 $ - 28.00 $ 4,200.00 0.00 $ - 28.00 $ 3,080.00 0.00 $ - 10.00 $ 150.00 0.00 $ - 60.00 $ 180.00 0.00 $ - 4960.00 $ 17,360.00 0.00 $ - 1074.00 $ 5,370.00 PA YEST.xLS ImlKt g wWJm*lgE{t2!~~MJ.9H5fWillM1Wg@illl Iill:::J~illtl'i7=::fffi.III:~ltl===llf:lill;11Ift;::C'1I~=III 10 SALVAGE TOPSOIL RESPREAD CY 1 080 $ 2.50 845.00 $ 11 MODIFIED SELECT GRANULAR BORROW CY 1920 $ 7.00 0.00 $ 12 GEOTEXTILE FABRIC TYPE V SY 1500 $ 1.00 0.00 $ 13 AGGREGATE BASE, CLASS 5 TON 4075 $ 7.25 1078.15 $ 14 3" MINUS 100% CRUSHED QUARRY LIMESTONE TON 930 $ 7.75 0.00 $ 15 3" BITUMINOUS DRIVEWAY RESTORATION SY 85 $ 42.00 160.00 $ 16 TYPE 41A, WEARING COURSE MIXTURE TON 550 $ 25.00 0.00 $ 17 TYPE 31B, BASE COURSE MIXTURE TON 900 $ 22.00 678.01 $ 18 BIT. MATERIAL FOR TACK COAT GAL 230 $ 1.50 45.00 $ 19 MODULAR BLOCK RETAINING WALL SF 6000 $ 14.30 386.00 $ 20 ADUST FRAME AND RING CASTING EA 3 $ 160.00 4.00 $ 21 4" CONCRETE WALK SF 6400 $ 1.75 4910.00 $ 22 CONCRETE CURB AND GUTTER, DESIGN B618 LF 2700 $ 6.30 2660.00 $ 23 CONCRETE DRIVEWAY PAVEMENT SY 30 $ 28.00 49.10 $ 24 CONCRETE PEDESTRIAN RAMP EA 2 $ 190.00 5.00 $ 25 TRAFFIC BARRIER DESIGN A8307 LF 570 $ 13.00 0.00 $ 26 FURNISH & INSTALL SIGN PANELS, TYPE C SF 103 $ 23.00 0.00 $ 27 SILT FENCE, HEAVY DUTY LF 1200 $ 2.75 0.00 $ 28 CATCH BASIN SEDIMENT BARRIER EA 13 $ 125.00 0.00 $ 29 WOOD FIBER BLANKET SY 50 $ 3.00 0.00 $ 30 SEED MIXTURE 500 AC 1 $ 500.00 0.00 $ 31 SODDING, LAWN & BOULEVARD SY 1600 $ 2.00 0.00 $ 32 DUST CONTROL WATER MGAL 35 $ 20.00 0.00 $ 33 PAVEMENT STRIPING, 4" EQUIV. WIDTH LF 6225 $ 0.45 0.00 $ 34 TRAFFIC CONTROL LS 1 $ 55.00 0.00 $ 35 CLASS 5 GRADATION TEST EA 2 $ 55.00 2.00 $ 36 CLASS 5 PROCTOR TEST EA 1 $ 100.00 0.00 $ 37 CLASS 5 DENSITY- INPLACE EA 3 $ 55.00 1.00 $ 38 CONCRETE TESTING EA 4 $ 75.00 4.00 $ 39 BITUMINOUS AIR VOIDS EA 6 $ 100.00 2.00 $ 40 BITUMINOUS CORE DENSITY EA 6 $ 25.00 0.00 $ 41 SUBGRADE DENSITY-INPLACE EA 4 $ 55.00 0.00 $ T SCHEDULE 3.0 PIKE LAKE TRAIL (STREET). TOTAL $ SCHEDULE 4.0 PIKE LAKE TRAIL (TRUNK STORM SEWER) 1 4" PERFORATED THERMOPLASTIC PIPE DRAIN LF 360 $ 9.50 0.00 $ 2 RANDOM RIP RAP CLASS III CY 8.5 $ 53.00 0.00 $ Pay Estimate 4 Page 3 2,112.50 7,816.59 6,720.00 14,916.22 67.50 5,519.80 640.00 8,592.50 16,758.00 1,374.80 950.00 110.00 55.00 300.00 200.00 66,132.91 845.00 $ 2350.40 $ 0.00 $ 4312.06 $ 2142.66 $ 160.00 $ 0.00 $ 678.01 $ 45.00 $ 386.00 $ 4.00 $ 4910.00 $ 2660.00 $ 49.10 $ 5.00 $ 0.00 $ 0.00 $ 1923.00 $ 13.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 1.00 $ 2.00 $ 0.00 $ 1.00 $ 4.00 $ 2.00 $ 0.00 $ 2.00 $ $ 350.00 $ 8.50 $ 2,112.50 16,452.80 31,262.44 16,605.62 6,720.00 14,916.22 67.50 5,519.80 640.00 8,592.50 16,758.00 1,374.80 950.00 5,288.25 1,625.00 55.00 110.00 55.00 300.00 200.00 110.00 169,055.42 3,325.00 450.50 PAYEST.xLS .. It'(llll~f=I.=.lfil;tj2~fi=IIII!l:I,J1i;lli4:liJ:11=1;=11===1' 111Il"'t.1I==:~::= 3 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 48-4020 EA 2 $ 1,050.00 0.00 $ - 3.00 $ 3,150.00 4 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 60-4020 EA 3 $ 1,490.00 0.00 $ - 3.00 $ 4,470.00 5 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 84-4020 (SUMP) EA 1 $ 2,400.00 0.00 $ - 1.00 $ 2,400.00 6 CONSTRUCT DRAINAGE STRUCTURE, DESIGN SPECIAL EA 8 $ 825.00 0.00 $ - 7.00 $ 5,775.00 7 CONNECT TO EXISTING STORM SEWER MANHOLE EA 1 $ 475.00 0.00 $ - 1.00 $ 475.00 8 12" RC PIPE SEWER, DESIGN 3006 CLASS V LF 127 $ 23.00 0.00 $ - 108.00 $ 2,484.00 9 15" RC PIPE SEWER, DESIGN 3006 CLASS V LF 292 $ 24.30 0.00 $ - 293.00 $ 7,119.90 10 18" RC PIPE SEWER, DESIGN 3006 CLASS III LF 552 $ 26.30 0.00 $ - 555.00 $ 14,596.50 11 21" RC PIPE SEWER, DESIGN 3006 CLASS III LF 122 $ 28.50 19.20 $ 547.20 41.20 $ 1,174.20 12 24" RC PIPE SEWER, DESIGN 3006 CLASS III LF 255 $ 30.30 0.00 $ - 255.00 $ 7,726.50 13 27" RC PIPE SEWER, DESIGN 3006 CLASS III LF 184 $ 36.60 0.00 $ - 184.00 $ 6,734.40 14 36" RC PIPE SEWER, DESIGN 3006 CLASS III LF 150 $ 50.50 0.00 $ - 152.00 $ 7,676.00 15 36"RCPIPEAPRON EA 1 $ 1,250.00 0.00 $ - 1.00 $ 1,250.00 16 SUBGRADE PROCTOR EA 1 $ 80.00 0.00 $ - 0.00 $ 17 SUBGRADE DENSITY - INPLACE EA 8 $ 38.00 0.00 $ - 0.00 $ 18 PIPE FOUNDATION MATERIAL CY 50 $ 13.70 46.70 $ 639.79 46.70 $ 639.79 T SCHEDULE 4.0 PIKE LAKE TRAIL (STORM SEWER) - TOTAL SCHEDULE 5.0 PIKE LAKE TRAIL (WA TERMAIN) 1 CONNECT TO EXISTING WATERMAIN 2 HYDRANT WITH 6" VALVE 3 6" GATE VALVE 4 8" GATE VALVE 5 10" GATE VALVE 6 12" BUTTERFLY VALVE 7 6" DIP WATERMAIN, CLASS 52 8 8" DIP WATERMAIN, CLASS 52 9 10" DIP WATERMAIN, CLASS 52 10 12" DIP WATERMAIN, CLASS 50 11 FITTINGS 12 SUBGRADE PROCTOR 13 SUBGRADE DENSITY -INPLACE 14 PIPE FOUNDATION MATERIAL EA EA EA EA EA EA LF LF LF LF LBS EA EA CY T SCHEDULE 5.0 PIKE LAKE TRAIL (WATERMAIN) - TOTAL Pay Estimate 4 $ 2 $ 480.00 0.00 $ 5 $ 1,750.00 0.00 $ 1 $ 455.00 0.00 $ 1 $ 600.00 1.00 $ 1 $ 840.00 0.00 $ 2 $ 775.00 0.00 $ 163 $ 16.50 0.00 $ 48 $ 19.20 0.00 $ 773 $ 21.80 0.00 $ 553 $ 23.30 0.00 $ 3150 $ 1.55 0.00 $ 1 $ 80.00 0.00 $ 10 $ 40.00 0.00 $ 50 $ 14.00 50.00 $ $ Page 4 1,186.99 600.00 700.00 1,300.00 $ 69,446.79 2.00 $ 960.00 5.00 $ 8,750.00 1.00 $ 455.00 2.00 $ 1,200.00 1.00 $ 840.00 2.00 $ 1,550.00 141.00 $ 2,326.50 48.00 $ 921.60 794.00 $ 17,309.20 555.00 $ 12,931.50 3235.00 $ 5,014.25 1.00 $ 80.00 4.00 $ 160.00 50.00 $ 700.00 $ 53,198.05 PA YEST.xLS =i-lll:rC=iiIt:=.===I=I~i==:'fllt;1t:=:::lCti.='''=:i=.lt.:C:=t:=l{~1 SCHEDULE 6.0 PIKE LAKE TRAIL (SANITARY SEWER) 8" PVC SEWER SDR 35 (10-12') DEEP 4" PVC PIPE SEWER 8"X4" PVC WYE CONNECT TO EXISTING SANITARY SEWER MANHOLE 48" DIAMETER SANITARY MANHOLE SUBGRADE PROCTOR SUBGRADE DENSITY - INPLACE PIPE FOUNDATION MATERIAL 1 2 3 4 5 6 7 8 LF LF EA EA EA EA EA CY 427 $ 40 $ 1 $ 3 $ 2 $ 1 $ 2 $ 50 $ 16.00 8.80 29.00 500.00 1,425.00 80.00 40.00 14.00 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 50.00 $ T SCHEDULE 6.0 PIKE LAKE TRAIL (SANITARY SEWER) - TOTAL $ SCHEDULE 7.0 MUSHTOWN ROAD (STREET) 1 MOBILIZATION LS 1 $ 3,500.00 0.00 $ 2 CLEARING AC 1 $ 3,000.00 0.00 $ 3 GRUBBING AC 1 $ 1,750.00 0.00 $ 4 CLEARING EA 1 $ 400.00 0.00 $ 5 GRUBBING EA 1 $ 250.00 0.00 $ 6 COMMON EXCAVATION CY 9037 $ 2.50 0.00 $ 7 SUBGRADE EXCAVATION CY 650 $ 4.25 0.00 $ 8 SALVAGE TOPSOIL AND RESPREAD CY 2775 $ 1.75 2364.00 $ 9 GEOTEXTILE FABRIC TYPE V SY 1950 $ 1.00 0.00 $ 10 MODIFIED SELECT GRANULAR BORROW CY 3530 $ 8.00 0.00 $ 11 AGGREGATE BASE, CLASS 5 TON 3425 $ 7.25 0.00 $ 12 3" MINUS 100% CRUSHED QUARRY LIMESTONE TON 1210 $ 7.75 0.00 $ 13 TYPE 41A, WEAR COURSE MIXTURE TON 650 $ 25.00 0.00 $ 14 TYPE 31B, BASE COURSE MIXTURE TON 1025 $ 21.00 0.00 $ 15 BITUMINOUS MATERIAL FOR TACK COAT GAL 340 $ 1.50 25.00 $ 16 TYPE 41A, 21/2" BITUMINOUS PATHWAY TON 150 $ 42.00 150.00 $ 17 BITUMINOUS DRIVEWAY SY 45 $ 9.00 0.00 $ 18 ADJUST HYDRANT EA 2 $ 225.00 0.00 $ 19 ADJUST FRAME AND RING CASTING EA 1 $ 250.00 0.00 $ 20 CONCRETE CURB & GUTTER, B618 LF 4630 $ 6.15 0.00 $ 21 CONCRETE VALLEY GUTTER SF 500 $ 4.20 0.00 $ 22 SILT FENCE, HEAVY DUTY LF 1100 $ 2.75 0.00 $ 23 BALE CHECK EA 30 $ 15.00 0.00 $ 24 CATCH BASIN SEDIMENT BARRIER EA 11 $ 125.00 0.00 $ 25 SODDING, LAWN & BOULEVARD SY 10300 $ 2.00 2430.00 $ Pay Estimate 4 Page 5 700.00 700.00 4,137.00 37.50 6,300.00 4,860.00 653.00 $ 40.00 $ 1.00 $ 3.00 $ 2.00 $ 1.00 $ 2.00 $ 50.00 $ 10,448.00 352.00 29.00 1,500.00 2,850.00 80.00 80.00 700.00 $ 16,039.00 0.75 $ 2,625.00 1.00 $ 3,000.00 1.00 $ 1,750.00 1.00 $ 400.00 1.00 $ 250.00 7000.00 $ 17,500.00 650.00 $ 2,762.50 2364.00 $ 4,137.00 0.00 $ 2169.57 $ 17,356.56 3617.11 $ 26,224.05 3580.87 $ 27,751.74 0.00 $ 1032.59 $ 21,684.39 25.00 $ 37.50 150.00 $ 6,300.00 45.00 $ 405.00 0.00 $ 0.00 $ 4608.00 $ 28,339.20 182.40 $ 766.08 2176.00 $ 5,984.00 0.00 $ 9.00 $ 1,125.00 2430.00 $ 4,860.00 PAYESTXLS 1i';ltl=III.li==1!=='.1Ii:II'J'iil~I=1i'1':Cill=ICi~':====:=~~lli;I~=t=I::: 26 SEEDING MIXTURE 500 AC 1.6 $ 1,000.00 1.23 $ 1,230.00 1.23 $ 1,230.00 27 SEEDING MIXTURE 250 AC 0.4 $ 1,000.00 0.00 $ - 0.00 $ 28 WOOD FIBER BLANKET SY 1600 $ 1.75 640.00 $ 1,120.00 640.00 $ 29 DUST CONTROL WATER MGAL 60 $ 10.00 0.00 $ - 0.00 $ 30 TRAFFIC CONTROL LS 1 $ 55.00 0.00 $ - 1.00 $ 31 SUBGRADE DENSITY TEST, INPLACE EA 4 $ 55.00 0.00 $ - 4.00 $ 32 CLASS 5 GRADATION TEST EA 2 $ 100.00 0.00 $ - 2.00 $ 33 CLASS 5 PROCTOR TEST EA 1 $ 55.00 0.00 $ - 1.00 $ 34 CLASS 5 DENSITY TEST, INPLACE EA 4 $ 75.00 0.00 $ - 4.00 $ 35 CONCRETE TESTING EA 5 $ 100.00 0.00 $ - 0.00 $ 36 BITUMINOUS AIR VOID TEST EA 5 $ 50.00 0.00 $ - 5.00 $ 37 BITUMINOUS CORE DENSITY TEST EA 5 $ 25.00 0.00 $ - 5.00 $ T SCHEDULE 7.0 MUSHTOWN ROAD (STREET) - TOTAL _SCHEDULE 8.0 MUSHTOWN ROAD (STORM SEWER) 1 12" RCP CLASS V LF 2 15" RCP CLASS V LF 3 18" RCP CLASS II! LF 4 24" RCP CLASS III LF 5 4" PERFORATED THERMOPLASTIC PIPE DRAIN LF 6 STORM MANHOLE 48" DIA EA 7 STORM MANHOLE 48" DIA WITH 3' SUMP EA 8 STORM MANHOLE 60" DIA WITH 3' SUMP EA 9 CATCH BASIN EA 10 18" RCP APRON EA 11 24" RCP APRON EA 12 RIPRAP CLASS III TON 13 SUBGRADE PROCTOR EA 14 SUBGRADE DENSITY - INPLACE EA 15 PIPE FOUNDATION MATERIAL CY T SCHEDULE 8.0 MUSHTOWN ROAD (STORM SEWER) . TOTAL CHANGE ORDER NO.1 PIKE LAKE TRAIL 1 COMMON EXCAVATION CY 2 SIL T FENCE LF 3 CLEARING AC Pay Estimate 4 293 $ 28 $ 159 $ 44 $ 1670 $ 2 $ 1 $ 1 $ 7 $ 1 $ 1 $ 15 $ 1 $ 5 $ 100 $ 1000 $ 600 $ 0.23 $ Page 6 23.60 25.00 26.80 30.80 9.50 1,000.00 1,200.00 1,850.00 840.00 590.00 775.00 55.00 80.00 40.00 14.00 3.50 2.75 2,500.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ $ 1000.00 $ 600.00 $ 0.23 $ 17,684.50 3,500.00 1,650.00 575.00 1,120.00 55.00 220.00 200.00 55.00 300.00 250.00 125.00 $ 176,813.02 230.00 $ 5,428.00 28.00 $ 700.00 149.00 $ 3,993.20 38.00 $ 1,170.40 1500.00 $ 14,250.00 2.00 $ 2,000.00 1.00 $ 1,200.00 1.00 $ 1,850.00 7.00 $ 5,880.00 1.00 $ 590.00 1.00 $ 775.00 15.00 $ 825.00 1.00 $ 80.00 5.00 $ 200.00 0.00 $ $ 38,941.60 1000.00 $ 3,500.00 600.00 $ 1,650.00 0.23 $ 575.00 P A YEST.xLS [~::'lIilllt4.I4111i=il.=li1:I!rill=fi':1:1=:r=.I:{CUIIII===I;:fil'l=tC=.ll:C!~:J 11rill:I=:;4&'I==:::4:=fl:IJ;:~::lf=ii=tl.:}:&1I:=4i::'I(=:I~::===1Ir~II=:i:I===, 4 GRUBBING AC 0.23 $ 1,250.00 0.23 $ 288.00 0.23 $ 288.00 5 RETAINING WALL SF 130 $ 23.00 130.00 $ 2,990.00 130.00 $ 2,990.00 6 COSTS INCURRED (WALL SUB) LS 1 $ 4,250.00 1.00 $ 4,250.00 1.00 $ 4,250.00 7 UTILITY SUB RE-MOB LS 1 $ 500.00 1.00 $ 500.00 1.00 $ 500.00 8 WATERMAIN MODIFICATIONS LS 1 $ 1,315.00 1.00 $ 1,315.00 1.00 $ 1,315.00 T CHANGE ORDER NO.1 PIKE LAKE TRAIL - TOTAL $ 15,068.00 $ 15,068.00 SCHEDULE 1.0 FISH POINT ROAD (STREET) $ 59,420.07 $ 152,230.31 SCHEDULE 2.0 FISH POINT ROAD (STORM SEWER) $ - $ 52,664.75 SCHEDULE 3.0 PIKE LAKE TRAIL (STREET) $ 66,132.91 $ 169,055.42 SCHEDULE 4.0 PIKE LAKE TRAIL (TRUNK STORM SEWER) $ 1,186.99 $ 69,446.79 SCHEDULE 5.0 PIKE LAKE TRAIL (WATERMAIN) $ 1,300.00 $ 53,198.05 SCHEDULE 6.0 PIKE LAKE TRAIL (SANITARY SEWER) $ 700.00 $ 16,039.00 SCHEDULE 7.0 MUSHTOWN ROAD (STREET) $ 17,684.50 $ 176,813.02 SCHEDULE 8.0 MUSHTOWN ROAD (STORM SEWER) $ - $ 38,941.60 CHANGE ORDER NO.1 PIKE LAKE TRAIL (GRADING, STORM SEWER, STREET) $ 15,068.00 $ 15,068.00 TOTAL ESTIMATE THIS PERIOD $ 161,492.47 $ 743,456.94 AL TERNA TE 1.0 MUSHTOWN ROAD (STREET) 1 MOBILIZATION LS 1 $ 2,200.00 0.25 $ 550.00 1.00 $ 2,200.00 2 CLEARING AC 0.1 $ 3,000.00 0.00 $ - 0.10 $ 300.00 3 GRUBBING AC 0.1 $ 2,000.00 0.00 $ - 0.10 $ 200.00 4 COMMON EXCAVATION CY 1000 $ 4.00 0.00 $ - 700.00 $ 2,800.00 5 SUBGRADE EXCAVATION CY 125 $ 6.00 0.00 $ - 125.00 $ 750.00 6 SALVAGE AND TOPSOIL RESPREAD CY 200 $ 3.50 0.00 $ - 0.00 $ 7 GEOTEXTILE FABRIC TYPE V CY 300 $ 1.00 0.00 $ - 0.00 $ 8 MODIFIED SELECT GRANULAR BORROW CY 680 $ 7.50 0.00 $ - 680.00 $ 5,100.00 9 AGGREGATE BASE, CLASS 5 TON 700 $ 8.00 0.00 $ - 887.73 $ 7,101.84 10 3" MINUS 100% CRUSHED QUARRY LIMESTONE CY 100 $ 9.00 0.00 $ - 654.82 $ 5,893.38 11 TYPE 41A, WEAR COURSE MIXTURE TON 130 $ 28.75 0.00 $ - 0.00 $ 12 TYPE 31 B, BASE COURSE MIXTURE TON 200 $ 25.00 0.00 $ - 200.00 $ 5,000.00 13 BITUMINOUS MATERIAL FOR TACK COAT GAL 67 $ 2.00 0.00 $ - 0.00 $ 14 TYPE 41A 21/2" BITUMINOUS PATH TON 45 $ 55.00 91.64 $ 5,040.20 91.64 $ 5,040.20 15 CONCRETE CURB & GUTTER, B618 LF 835 $ 7.35 0.00 $ - 835.00 $ 6,137.25 16 BALE CHECK EA 10 $ 20.00 0.00 $ - 0.00 $ 17 CATCH BASIN SEDIMENT BARRIER EA 4 $ 125.00 0.00 $ - 4.00 $ 500.00 Pay Estimate 4 Page 7 PA YESr.xLS 18 SILT FENCE, HEAVY DUTY LF 100 $ 1.50 0.00 $ - 100.00 $ 150.00 19 SODDING, LAWN & BOULEVARD SY 320 $ 3.00 0.00 $ - 0.00 $ 20 SEEDING MIXTURE 500 AC 0.2 $ 1,500.00 0.00 $ - 0.00 $ 21 SEEDING MIXTURE 250 AC 0.2 $ 1,500.00 0.00 $ - 0.00 $ 22 WOOD FIBER BLANKET SY 450 $ 1.50 0.00 $ - 0.00 $ 23 DUST CONTROL WATER MGAL 15 $ 200.00 0.00 $ - 0.00 $ 24 TRAFFIC CONTROL LS 1 $ 55.00 0.00 $ - 1.00 $ 25 SUBGRADE DENSITY TEST, INPLACE EA 1 $ 65.00 0.00 $ - 1.00 $ 26 CLASS 5 GRADATION TEST EA 1 $ 65.00 0.00 $ - 1.00 $ 27 CLASS 5 PROCTOR TEST EA 1 $ 75.00 0.00 $ - 1.00 $ 28 CLASS 5 DENSITY TEST, INPLACE EA 1 $ 75.00 0.00 $ - 1.00 $ 29 CONCRETE TESTING EA 1 $ 75.00 0.00 $ - 0.00 $ 30 BITUMINOUS AIR VOID TEST EA 1 $ 75.00 0.00 $ - 0.00 $ 31 BITUMINOUS CORE DENSITY TEST EA 1 $ 75.00 0.00 $ - 0.00 $ $ 5,590.20 $ 41,507.67 0.00 $ - 12.00 $ 283.20 0.00 $ - 28.00 $ 700.00 0.00 $ - 148.00 $ 3,922.00 0.00 $ - 150.00 $ 1,425.00 0.00 $ - 1.00 $ 1,000.00 0.00 $ - 3.00 $ 2,550.00 0.00 $ - 1.00 $ 80.00 0.00 $ - 4.00 $ 160.00 $ - $ 10,120.20 0.00 $ - 0.00 $ 0.00 $ - 0.00 $ 0.00 $ - 0.00 $ 0.00 $ - 0.00 $ 0.00 $ - 0.00 $ 0.00 $ - 0.00 $ 0.00 $ - 0.00 $ 0.00 $ - 0.00 $ T ALTERNATE 1.0 MUSHTOWN ROAD (STREET) - TOTAL AL TERNA TE 2.0 MUSHTOWN ROAD (STORM SEWER) 12" RCP CLA.SS V 2 15" RCP CLASS V 3 18" RCP CLASS III 4 4" PERFORATED THERMOPLASTIC PIPE DRAIN 5 STORM MANHOLE 48" DIA 6 CATCH BASIN 7 SUBGRADE PROCTOR 8 SUBGRADE DENSITY - INPLACE LF LF LF LF EA EA EA EA 12 $ 38 $ 148 $ 150 $ 1 $ 3 $ 1 $ 4 $ 23.60 25.00 26.50 9.50 1,000.00 850.00 80.00 40.00 T ALTERNATE 2.0 MUSHTOWN ROAD (STORM SEWER) - TOTAL ALTERNATE 3.0 PIKE LAKE TRAIL (STORM SEWER) 1 4" PERFORATED THERMPLASTIC PIPE DRAIN LF 2 RANDOM RIP RIP CLASS III CY 3 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 48-4020 EA 4 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 60-4020 EA 5 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 72-4020 (SUMP) EA 6 CONSTRUCT DRAINAGE STRUCTURE, DESIGN SPECIAL EA 7 CONNECT TO EXISTING STORM SEWER MANHOLE EA 8 12" RC PIPE SEWER, DESIGN 3006 CLASS V LF 360 $ 8.5 $ 4 $ 1 $ 1 $ 8 $ 1 $ 127 $ 9.50 55.00 1,025.00 1,500.00 2,400.00 850.00 475.00 23.00 Pay Estimate 4 Page 8 55.00 65.00 65.00 75.00 75.00 PAYEST.xLS .;1141===~t.r:==:=til.f=IJI~~1'111~114:i;T~ltllltiil~l=:1{lfIt:~=::=;It:i1t~t=lifil 9 15" RC PIPE SEWER, DESIGN 3006 CLASS V LF 292 $ 24.50 0.00 $ - 0.00 $ 10 18" RC PIPE SEWER, DESIGN 3006 CLASS III LF 552 $ 26.30 0.00 $ - 0.00 $ 11 21" RC PIPE SEWER, DESIGN 3006 CLASS III LF 439 $ 28.50 0.00 $ - 0.00 $ 12 30" RC PIPE SEWER, DESIGN 3006 CLASS III LF 150 $ 41.00 0.00 $ - 0.00 $ 13 30" RC PIPE APRON EA 1 $ 950.00 0.00 $ - 0.00 $ 14 SUBGRADE PROCTOR EA 1 $ 80.00 0.00 $ - 0.00 $ 15 SUBGRADE DENSITY -INPLACE EA 8 $ 40.00 0.00 $ - 0.00 $ 16 PIPE FOUNDATION MATERIAL CY 50 $ 14.00 0.00 $ - 0.00 $ TOTAL ESTIMATE THIS PERIOD FOR AL TERNA TES ALTERNATE 1.0 MUSHTOWN ROAD (STREET) ALTERNATE 2.0 MUSHTOWN ROAD (STORM SEWER) ALTERNATE 3.0 PIKE LAKE TRAIL (STORM SEWER) $ $ $ 5,590.20 $ $ 41,507.67 $ 10,120.20 $ $ 51,627.87 T ALTERNATE 3.0 PIKE LAKE TRAIL (STORM SEWER)--TOTAL $ TOTAL $ 5,590.20 I HEREBY CERTIFY THAT THIS IS A.~ ACCURATE TABULATION OF THE BIDS RECEIVED FOR THE ABOVE MENTIONED PROJECT. Pay Estimate 4 Page 9 PA YEST.XLS CONSTRUCTION PAYMENT VOUC1..._...t Estimate Voucher No. 3 For Period Ending: January 15, 1998 Date: January 26, 1998 Project Number: 95-07 Class of Work: Mushtown Road Street Improvements For: City of Prior Lake To: McNamara Contracting, Inc. 5001 160th Street Rosemont, MN 55068 A. Original Contract Amount $ 310,774.65 B. Total Additions $ 0.00 C. Total Deductions $ 0.00 D. Total Funds Encumbered $ 310,774.65 E. Total Value of Work Certified to Date $ 244,107.79 F. Less Retained Percentage 5 % $ 12,205.39 G. Less Total Previous Payments $ 202,462.58 H. Approved for Payment, This Report $ 29,439.82 I. Total Payments Including This Voucher $ 231,902.40 J. Balance Carried Forward $ 78,872.25 APPROV ALS Pursuant to our field observation, as performed in accordance with our contract, we hereby certify that the materials are satisfactory and the work properly performed in accordance with the plans and specifications and that the total work is 70 % completed as of, January 15 , 1998, I hereby recommend payment of this voucher. Project Engineer Approval~ --?l-R. ~ c.... r)~--tt .- This is to certify that to the best of my knowledge, information, and belief, the quantities and values of work certified herein is a fair approximate estimate for the period covered by this voucher. Contractor: ;We. /lJa ....-.... Co-,y.,.~~~ 1'.... C Signed By: ~~12- ~ / Date: / - ;Z b - 9?: Title: SVP.e/lJ?~ /I CITY OF P RlOR LAKE 4~//- V ouchet'c~; Approved~ Payment: _ _ /~o--<.~~~ Autnorized Representative Date: /-~-ge Date: 1/.).?19~ ~ ~-3~- c.~() \ 50 1 - L D~ 1 5 CONSTRUCTION PAYMENT VOUCHER Estimate Voucher No. 2 For Period Ending: October 3 1. 1997 Date: November 5. 1997 Project Number: 95-07 Class of Work: Mushtown Road Street Imorovments For: City of Prior Lake To: McNamara Contracting. Inc 5001 160th Street Rosemont . MN 55068 A. Original Contract Amount B. Total Additions C. Total Deductions D. Total Funds Encumbered E. Total Value of Work Certified to Date F. Less Retained Percentage G. Less Total Previous Payments H. Approved for Payment, This Report I. Total Payments Including This Voucher 1. Balance Carried Forward 5 % $ 310.774.65 $ 0 $ 0 $ 310.774.65 $ 213.118.51 $ 10.655.92 $ 166.769.52 $ 35.693.05 $ 202.462.57 $ 108.312.08 APPROV ALS Pursuant to our field observation, as performed in accordance with our contract, we hereby certify that the materials are satisfactory and the work properly performed in accordance with the plans and specifications and that the total work is 68 % completed as of, October 31 . 1997, I hereby recommend payment of this voucher. Project Engineer Approval: 1~ I-lcO~ /" This is to certify that to the best of my knowledge, information, and belief, the quantities and values of work certified herein is a fair approximate estimate for the period covered by this voucher. Contractor: (il c;V ~ U~ -h-..."l.'j :::r;..(-. Date: 11- (p - 11'") Signed By: () ~ )7J;A ~ J Title: CITY OF PRIOR~LA~ //4/7 ;:?/~ V oucher ctec~d.8Y fOrpaym~ , .1 Aut orized Representative Date: _//'6,,-97 Date: /1 J "./ et "'" VOUCH2.DOC 4a ~t')~ - $"0 , PA Y ESTIMA TE NUMBER 1 PROJECT: FISHPOINT ROAD SAP 201-105-06 PIKE LAKE ROAD SAP 201-114-03 MUSHTOWN ROAD OWNER: CITY OF PRIOR LAKE, MINNESOTA OPENING DATE: AUGUST 4,1997 ENGINEER: HOWARD R. GREEN COMPANY DATE SEPTEMBER 31,1997 Ilil-ilillllii -"!II 9/31/97 SCHEDULE 1.0 FISH POINT ROAD (STREET) 1 MOBILIZATION LS 1 4,000.00 0.50 2,000.00 2 COMMON EXCAVATION CY 1105 5.00 1105.00 5,525.00 3 SUBGRADE EXCAVATION CY 500 6.50 0.00 0.00 4 TOPSOIL BORROW CY 1066 7.00 0.00 0.00 5 SUBGRADE PREPARATION RDST A 12 125.00 12.00 1,500.00 6 GEOTEXTILE FABRIC TYPE V SY 1500 1.00 0.00 0.00 7 AGGREGATE BASE, CLASS 5 TON 3850 7.25 2650.80 19,218.30 8 3" MINUS 100% CRUSHED QUARRY LIMESTONE TON 930 7.25 0.00 0.00 9 TYPE 41A, 2 1/2" BITUMINOUS PATHWAY TON 300 42.00 0.00 0.00 10 TYPE 41A, WEAR COURSE MIXTURE TON 700 24.50 0.00 0.00 11 TYPE 31B, BASE COURSE MIXTURE TON 1410 21.00 0.00 0.00 12 BITUMINOUS MATERIAL FOR TACK COAT GAL 220 1.50 0.00 0.00 13 ADJUST GATE VALVE EA 4 100.00 0.00 0.00 14 ADJUST FRAME AND RING CASTING EA 8 165.00 0.00 0.00 15 4" CONCRETE WALK SF 5786 1.70 0.00 0.00 16 CONCRETE CROSSWALK SPECIAL SF 360 4.20 0.00 0.00 17 CONCRETE CURB & GUTTER, B618 LF 4600 6.20 4295.00 26,629.00 18 CONCRETE PEDESTRIAN RAMP EA 8 190.00 0.00 0.00 19 CONCRETE TRIANGULAR VALLEY GUTTER SF 150 5.25 66.00 346.50 20 CONCRETE VALLEY GUTTER LF 75 15.50 47.50 736.25 21 PERMANENT BARRICADE EA 2 325.00 0.00 0.00 22 PAVEMENT STRIPING, 4" EQUIV. WIDTH LF 5000 0.50 0.00 0.00 23 FURNISH & INSTALL SIGN PANELS, TYPE C SF 102 23.00 0.00 0.00 24 BALE CHECK EA 30 15.00 0.00 0.00 25 SILT FENCE, HEAVY DUTY LF 525 2.50 53.00 132.50 26 CATCH BASIN SEDIMENT BARRIER EA 17 125.00 0.00 0.00 27 DUST CONTROL WATER MGAL 60 15.00 0.00 0.00 28 SEED MIXTURE 500 AC 1.1 1,000.00 0.25 250.00 29 SODDING, LAWN & BOULEVARD SY 2350 2.00 0.00 0.00 30 WOOD FIBER BLANKET TYPE REGULAR SY 1825 1.00 1218.00 1,218.00 31 TRAFFIC CONTROL LS 1 1,500.00 1.00 1,500.00 32 SUBGRADE DENSITY TEST, INPLACE EA 2 55.00 2.00 110.00 33 CLASS 5 GRADATION TEST EA 2 55.00 2.00 110.00 34 CLASS 5 PROCTOR TEST EA 1 100.00 1.00 100.00 35 CLASS 5 DENSITY TEST, INPLACE EA 3 55.00 3.00 165.00 36 CONCRETE TESTING EA 9 75.00 4.00 300.00 37 BITUMINOUS AIR VOID TEST EA 6 100.00 0.00 0.00 38 BITUMINOUS CORE DENSITY TEST EA 6 25.00 0.00 T SCHEDULE 1.0 FISH POINT ROAD (STREET) - TOTAL 59,840.55 n:\clerica1\PA YESTI.XLS PAGE I 1111III1"11l11111"".I:_ 9/31/97 SCHEDULE 2.0 FISH POINT ROAD (STORM SEWER) 1 12" RC PIPE SEWER DESIGN 3006 CLASS V LF 2 15" RC PIPE SEWER DESIGN 3006 CLASS V LF 3 18" RC PIPE SEWER DESIGN 3006 CLASS III LF 4 4" PERFORATED THERMOPLASTIC PIPE DRAIN LF 5 CONNECT TO EXISTING MANHOLE EA 6 CONNECT TO EXISTING PIPE EA 7 CONST DRAINAGE STRUCTURE, DESIGN 48-4020 EA 8 CONST DRAINAGE STRUCTURE, DESIGN SPECIA EA 9 SUBGRADE PROCTOR EA 10 SUBGRADE DENSITY -INPLACE EA T SCHEDULE 2.0 FISH POINT ROAD (STORM SEWER) . TOTAL SCHEDULE 3.0 PIKE LAKE TRAIL (STREET) 1 MOBILIZATION 2 CLEARING 3 GRUBBING 4 CLEARING 5 GRUBBING 6 SALVAGE AND REINSTALL CMP 7 REMOVE BITUMINOUS SURFACE 8 COMMON EXCAVATION 9 SUBGRADE EXCAVATION 10 SALVAGE TOPSOIL RESPREAD 11 MODIFIED SELECT GRANULAR BORROW 12 GEOTEXTILE FABRIC TYPE V 13 AGGREGATE BASE, CLASS 5 14 3" MINUS 100% CRUSHED QUARRY LIMESTONE 15 3" BITUMINOUS DRIVEWAY RESTORATION 16 TYPE 41A, WEARING COURSE MIXTURE 17 TYPE 31 B, BASE COURSE MIXTURE 18 BIT. MATERIAL FOR TACK COAT 19 MODULAR BLOCK RETAINING WALL 20 ADUST FRAME AND RING CASTING 21 4" CONCRETE WALK 22 CONCRETE CURB AND GUTTER, DESIGN B618 23 CONCRETE DRIVEWAY PAVEMENT 24 CONCRETE PEDESTRIAN RAMP 25 TRAFFIC BARRIER DESIGN A8307 26 FURNISH & INSTALL SIGN PANELS, TYPE C 27 SILT FENCE, HEAVY DUTY 28 CATCH BASIN SEDIMENT BARRIER 29 WOOD FIBER BLANKET 30 SEED MIXTURE 500 31 SODDING, LAWN & BOULEVARD 32 DUST CONTROL WATER 33 PAVEMENT STRIPING, 4" EQUIV. WIDTH 34 TRAFFIC CONTROL 35 CLASS 5 GRADATION TEST 36 CLASS 5 PROCTOR TEST n:\clerical\PA YESTl.XLS LS AC AC EA EA LF SY CY CY CY CY SY TON TON SY TON TON GAL SF EA SF LF SY EA LF SF LF EA SY AC SY MGAL LF LS EA EA 480 870 70 200 1 1 9 9 1 8 23.75 25.25 27.00 10.00 500.00 475.00 1,050.00 825.00 85.00 40.00 1 3,000.00 0.9 2,500.00 0.9 1,250.00 28 150.00 28 110.00 30 15.00 280 3.00 4960 3.50 500 5.00 1080 2.50 1920 7.00 1500 1.00 4075 7.25 930 7.75 85 42.00 550 25.00 900 22.00 230 1.50 6000 14.30 3 160.00 6400 1.75 2700 6.30 30 28.00 2 190.00 570 13.00 103 23.00 1200 2.75 13 125.00 50 3.00 1 500.00 1600 2.00 35 20.00 6225 0.45 1 55.00 2 55.00 1 100.00 PAGE 2 448.00 10,640.00 867.00 21,891.75 74.00 1,998.00 0.00 0.00 1.00 500.00 1.00 475.00 9.00 9,450.00 9.00 7,425.00 1.00 85.00 5.00 200.00 52,664.75 0.50 1,500.00 1.50 3,750.00 1.50 1,875.00 28.00 4,200.00 28.00 3,080.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 895.00 2,461.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .1(..,1111'...=1 9/31/97 0.00 0.00 0.00 0.00 0.00 37 38 39 40 41 CLASS 5 DENSITY- INPLACE CONCRETE TESTING BITUMINOUS AIR VOIDS BITUMINOUS CORE DENSITY SUBGRADE DENSITY-INPLACE EA EA EA EA EA 3 4 6 6 4 55.00 75.00 100.00 25.00 55.00 T SCHEDULE 3.0 PIKE LAKE TRAIL (STREET) . TOTAL SCHEDULE 4.0 PIKE LAKE TRAIL (TRUNK STORM SEWER) 1 4" PERFORATED THERMOPLASTIC PIPE DRAIN LF 360 9.50 2 RANDOM RIP RAP CLASS III CY 8.5 53.00 3 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 48 EA 2 1,050.00 4 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 60 EA 3 1,490.00 5 CONSTRUCT DRAINAGE STRUCTURE. DESIGN 84 EA 2,400.00 6 CONSTRUCT DRAINAGE STRUCTURE, DESIGN S EA 8 825.00 7 CONNECT TO EXISTING STORM SEWER MANHOL EA 1 475.00 8 12" RC PIPE SEWER, DESIGN 3006 CLASS V LF 127 23.00 9 15" RC PIPE SEWER, DESIGN 3006 CLASS V LF 292 24.30 10 18" RC PIPE SEWER, DESIGN 3006 CLASS III LF 552 26.30 11 21" RC PIPE SEWER, DESIGN 3006 CLASS III LF 122 28.50 12 24" RC PIPE SEWER, DESIGN 3006 CLASS III LF 255 30.30 13 27" RC PIPE SEWER. DESIGN 3006 CLASS III LF 184 36.60 14 36" RC PIPE SEWER, DESIGN 3006 CLASS III LF 150 50.50 15 36" RC PIPE APRON EA 1,250.00 16 SUBGRADE PROCTOR EA 80.00 17 SUBGRADE DENSITY - INPLACE EA 8 38.00 18 PIPE FOUNDATION MATERIAL CY 50 13.70 T SCHEDULE 4.0 PIKE LAKE TRAIL (STORM SEWER) - TOTAL SCHEDULE 5.0 PIKE LAKE TRAIL (WA TERMAIN) 1 CONNECT TO EXISTING WATERMAIN EA 2 480.00 2 HYDRANT~TH6"VALVE EA 5 1,750.00 3 6" GATE VALVE EA 1 455.00 4 8" GATE VALVE EA 1 600.00 5 10" GATE VALVE EA 1 840.00 6 12" BUTTERFLY VALVE EA 2 775.00 7 6" DIP WATERMAIN, CLASS 52 LF 163 16.50 8 8" DIP WATERMAIN. CLASS 52 LF 48 19.20 9 10" DIP WATERMAIN, CLASS 52 LF 773 21.80 10 12" DIP WATERMAIN, CLASS 50 LF 553 23.30 11 FITTINGS LBS 3150 1.55 n:\c1erica1\PA YESTl.XLS PAGE 3 0.00 0.00 0.00 0.00 0.00 16,866.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Rli..'lil"'.I.".CI 9/31/97 0.00 0.00 0.00 12 13 14 SUBGRADEPROCTOR SUBGRADE DENSITY - INPLACE PIPE FOUNDATION MATERIAL EA EA CY SCHEDULE 5.0 PIKE LAKE TRAIL (WATERMAIN) - TOTAL SCHEDULE 6.0 PIKE LAKE TRAIL (SANITARY SEWER) 1 8" PVC SEWER SDR 35 (10-12') DEEP LF 2 4" PVC PIPE SEWER LF 3 8"X4" PVC WfE EA 4 CONNECT TO EXISTING SANITARY SEWER MANH EA 5 48" DIAMETER SANITARY MANHOLE EA 6 SUBGRADE PROCTOR EA 7 SUBGRADE DENSITY - INPLACE EA 8 PIPE FOUNDATION MATERIAL CY T SCHEDULE 6.0 PIKE LAKE TRAIL (SANITARY SEWER) - TOTAL SCHEDULE 7.0 MUSHTOWN ROAD (STREET) 1 MOBILIZATION LS 2 CLEARING AC 3 GRUBBING AC 4 CLEARING EA 5 GRUBBING EA 1 6 COMMON EXCAVATION CY 9037 7 SUBGRADE EXCAVATION CY 650 8 SALVAGE TOPSOIL AND RESPREAD CY 2775 9 GEOTEXTILE FABRIC TYPE V SY 1950 10 MODIFIED SELECT GRANULAR BORROW CY 3530 11 AGGREGATE BASE, CLASS 5 TON 3425 12 3" MINUS 100% CRUSHED QUARRY LIMESTONE TON 1210 13 TYPE 41A, WEAR COURSE MIXTURE TON 650 14 TYPE 31B, BASE COURSE MIXTURE TON 1025 15 BITUMINOUS MATERIAL FOR TACK COAT GAL 340 16 TYPE 41A, 2 112" BITUMINOUS PATHWAY TON 150 17 BITUMINOUS DRIVEWAY SY 45 18 ADJUST HYDRANT EA 2 19 ADJUST FRAME AND RING CASTING EA 1 20 CONCRETE CURB & GUTTER, B618 LF 4630 21 CONCRETE VALLEY GUTTER SF 500 22 SILT FENCE, HEAVY DUTY LF 1100 23 BALE CHECK EA 30 24 CATCH BASIN SEDIMENT BARRIER EA 11 25 SODDING, LAWN & BOULEVARD SY 10300 26 SEEDING MIXTURE 500 AC 1.6 27 SEEDING MIXTURE 250 AC 0.4 28 WOOD FIBER BLANKET SY 1600 29 DUST CONTROL WATER MGAL 60 30 TRAFFIC CONTROL LS 1 31 SUBGRADE DENSITY TEST,INPLACE EA 4 32 CLASS 5 GRADATION TEST EA 2 33 CLASS 5 PROCTOR TEST EA 1 34 CLASS 5 DENSITY TEST, INPLACE EA 4 35 CONCRETE TESTING EA 5 36 BITUMINOUS AIR VOID TEST EA 5 37 BITUMINOUS CORE DENSITY TEST EA 5 T SCHEDULE 7.0 MUSHTOWN ROAD (STREET) - TOTAL n:\c1erical\PA YESTl.XLS 10 50 80.00 40.00 14.00 0.00 0.00 0.00 0.00 427 40 1 3 2 1 2 50 16.00 8.80 29.00 500.00 1,425.00 80.00 40.00 14.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,500.00 0.50 1,750.00 3,000.00 1.00 3,000.00 1,750.00 1.00 1,750.00 400.00 1.00 400.00 250.00 1.00 250.00 2.50 7000.00 17,500.00 4.25 650.00 2,762.50 1.75 0.00 0.00 1.00 0.00 0.00 8.00 2169.57 17,356.56 7.25 3617.11 26,224.05 7.75 3580.87 27,751.74 25.00 0.00 0.00 21.00 0.00 0.00 1.50 0.00 0.00 42.00 0.00 0.00 9.00 0.00 0.00 225.00 0.00 0.00 250.00 0.00 0.00 6.15 0.00 0.00 4.20 0.00 0.00 2.75 1000.00 2,750.00 15.00 0.00 0.00 125.00 0.00 0.00 2.00 0.00 0.00 1,000.00 0.00 0.00 1,000.00 0.00 0.00 1.75 0.00 0.00 10.00 0.00 0.00 55.00 1.00 55.00 55.00 4.00 220.00 100.00 2.00 200.00 55.00 1.00 55.00 75.00 4.00 300.00 100.00 0.00 0.00 50.00 0.00 0.00 25.00 0.00 0.00 102,324.85 PAGE 4 ...;'IIIIIIL... 9/31/97 SCHEDULE 8.0 MUSHTOWN ROAD (STORM SEWER) 1 12" RCP CLASS V LF 293 23.60 230.00 5,428.00 2 15" RCP CLASS V LF 28 25.00 28.00 700.00 3 18" RCP CLASS III LF 159 26.80 149.00 3,993.20 4 24" RCP CLASS III LF 44 30.80 38.00 1,170.40 5 4" PERFORATED THERMOPLASTIC PIPE DRAIN LF 1670 9.50 1500.00 14,250.00 6 STORM MANHOLE 48" DIA EA 2 1.000.00 2.00 2,000.00 7 STORM MANHOLE 48" DIA WITH 3' SUMP EA 1 1,200.00 1.00 1,200.00 8 STORM MANHOLE 50" DIA WITH 3' SUMP EA 1 1,850.00 1.00 1,850.00 9 CATCH BASIN EA 7 840.00 7.00 5,880.00 10 18" RCP APRON EA 1 590.00 1.00 590.00 11 24" RCP APRON EA 1 775.00 1.00 775.00 12 RIPRAP CLASS III TON 15 55.00 15.00 825.00 13 SUBGRADE PROCTOR EA 1 80.00 1.00 80.00 14 SUBGRADE DENSITY - INPLACE EA 5 40.00 5.00 200.00 15 PIPE FOUNDATION MATERIAL CY 100 14.00 0.00 0.00 T SCHEDULE 8.0 MUSHTOWN ROAD (STORM SEWER) - TOTAL 38,941.60 TOTAL CONSTRUCTION COST SCHEDULE 1.0 FISH POINT ROAD (STREET) 59.840.55 SCHEDULE 2.0 FISH POINT ROAD (STORM SEWER) 52,664.75 SCHEDULE 3.0 PIKE LAKE TRAIL (STREET) 16,866.25 SCHEDULE 4.0 PIKE LAKE TRAIL (TRUNK STORM SEWER) 0.00 SCHEDULE 5.0 PIKE LAKE TRAIL (WATERMAIN) 0.00 SCHEDULE 6.0 PIKE LAKE TRAIL (SANITARY SEWER) 0.00 SCHEDULE 7.0 MUSHTOWN ROAD (STREET) 102,324.85 SCHEDULE 8.0 MUSHTOWN ROAD (STORM SEWER) 38,941.60 TOTAL CONSTRUCTION COST 270,638.00 AL TERNA TE 1.0 MUSHTOWN ROAD (STREET) 1 MOBILIZATION LS 1 2,200.00 0.75 1,650.00 2 CLEARING AC 0.1 3,000.00 0.10 300.00 3 GRUBBING AC 0.1 2,000.00 0.10 200.00 4 COMMON EXCAVATION CY 1000 4.00 700.00 2,800.00 5 SUBGRADE EXCAVATION CY 125 6.00 125.00 750.00 6 SALVAGE AND TOPSOIL RESPREAD CY 200 3.50 0.00 0.00 7 GEOTEXTILE FABRIC TYPE V CY 300 1.00 0.00 0.00 8 MODIFIED SELECT GRANULAR BORROW CY 680 7.50 680.00 5,100.00 9 AGGREGATE BASE, CLASS 5 TON 700 8.00 887.73 7,101.84 10 3" MINUS 100% CRUSHED QUARRY LIMESTONE CY 100 9.00 654.82 5,893.38 11 TYPE 41A, WEAR COURSE MIXTURE TON 130 28.75 0.00 0.00 12 TYPE 31B, BASE COURSE MIXTURE TON 200 25.00 0.00 0.00 13 BITUMINOUS MATERIAL FOR TACK COAT GAL 67 2.00 0.00 0.00 14 TYPE 41A 2 112" BITUMINOUS PATH TON 45 55.00 0.00 0.00 15 CONCRETE CURB & GUTTER, 8618 LF 835 7.35 0.00 0.00 16 BALE CHECK EA 10 20.00 0.00 0.00 17 CATCH BASIN SEDIMENT BARRIER EA 4 125.00 0.00 0.00 18 SILT FENCE, HEAVY DUTY LF 100 1.50 100.00 150.00 19 SODDING, LAWN & BOULEVARD SY 320 3.00 0.00 0.00 20 SEEDING MIXTURE 500 AC 0.2 1,500.00 0.00 0.00 21 SEEDING MIXTURE 250 AC 0.2 1,500.00 0.00 0.00 22 WOOD FIBER BLANKET SY 450 1.50 0.00 0.00 23 DUST CONTROL WATER MGAL 15 200.00 0.00 0.00 24 TRAFFIC CONTROL LS 1 55.00 1.00 55.00 25 SUBGRADE DENSITY TEST, INPLACE EA 1 65.00 1.00 65.00 26 CLASS 5 GRADATION TEST EA 1 65.00 1.00 65.00 27 CLASS 5 PROCTOR TEST EA 1 75.00 1.00 75.00 28 CLASS 5 DENSITY TEST. INPLACE EA 1 75.00 1.00 75.00 n:\clerical\P A YESTI. XLS PAGE 5 .\'..'illilll..'. 9/31/97 0.00 0.00 0.00 29 30 31 CONCRETE TESTING BITUMINOUS AIR VOID TEST BITUMINOUS CORE DENSITY TEST EA EA EA 75.00 75.00 75.00 0.00 0.00 0.00 T AL TERNA TE 1.0 MUSHTOWN ROAD (STREET) - TOTAL 24,280.22 AL TERNA TE 2.0 MUSHTOWN ROAD (STORM SEWER) 1 12" RCP CLASS V LF 12 23.60 12.00 283.20 2 15" RCP CLASS V LF 38 25.00 28.00 700.00 3 18" RCP CLASS III LF 148 26.50 148.00 3,922.00 4 4" PERFORATED THERMOPLASTIC PIPE DRAIN LF 150 9.50 150.00 1,425.00 5 STORM MANHOLE 48" DIA EA 1 1,000.00 1.00 1,000.00 6 CATCH BASIN EA 3 850.00 3.00 2,550.00 7 SUBGRADE PROCTOR EA 1 80.00 1.00 80.00 8 SUBGRADE DENSITY - INPLACE EA 4 40.00 1.00 40.00 T AL TERNA TE 2.0 MUSHTOWN ROAD (STORM SEWER) - TOTAL 10,000.20 AL TERNA TE 3.0 PIKE LAKE TRAIL (STORM SEWER) 1 4" PERFORATED THERMPLASTIC PIPE DRAIN LF 360 9.50 0.00 2 RANDOM RIP RIP CLASS III CY 8.5 55.00 0.00 3 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 48 EA 4 1,025.00 0.00 4 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 60 EA 1 1,500.00 0.00 5 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 72 EA 1 2,400.00 0.00 6 CONSTRUCT DRAINAGE STRUCTURE, DESIGN S EA 8 850.00 0.00 7 CONNECT TO EXISTING STORM SEWER MANHOL EA 1 475.00 0.00 8 12" RC PIPE SEWER, DESIGN 3006 CLASS V LF 127 23.00 0.00 9 15" RC PIPE SEWER, DESIGN 3006 CLASS V LF 292 24.50 0.00 10 18" RC PIPE SEWER, DESIGN 3006 CLASS III LF 552 26.30 0.00 11 21" RC PIPE SEWER, DESIGN 3006 CLASS III LF 439 28.50 0.00 12 30" RC PIPE SEWER, DESIGN 3006 CLASS III LF 150 41.00 0.00 13 30" RC PIPE APRON EA 1 950.00 0.00 14 SUBGRADE PROCTOR EA 1 80.00 0.00 15 SUBGRADE DENSITY - INPLACE EA 8 40.00 0.00 16 PIPE FOUNDATION MATERIAL CY 50 14.00 0.00 T AL TERNA TE 3.0 PIKE LAKE TRAIL (STORM SEWER)- TOTAL 0.00 TOTAL CONSTRUCTION COST FOR AL TERNA TE AL TERNA TE 1.0 MUSHTOWN ROAD (STREET) 24,280.22 ALTERNATE 2.0 MUSHTOWN ROAD (STORM SEWER) 10,000.20 ALTERNATE 3.0 PIKE LAKE TRAIL (STORM SEWER) 0.00 TOTAL 34,280.42 I HEREBY CERTIFY THAT THIS IS AN ACCURATE TABULATION OF THE BIDS RECEIVED FOR TIlE ABOVE MENTIONED PROJECT. NAME: JEFF EVENS DATE: OCTOBER 10, 1997 n:\clerica1\PA YESTl.XLS PAGE 6 CONSTRUCTION PAYMENT VOUCHER Estimate Voucher No. For Period Ending: September 30. 1997 Date: Project Number: _ 95-07 Class of Work: Mushtown Road Street Imorovrnents For: City of Prior Lake To: McNamara Contractinl!. Inc 500 I 160th Street Rosemont . MN 55068 A. Original Contract Amount B. Total Additions C. Total Deductions D. Total Funds Encumbered E. Total Value of Work Certified to Date F. Less Retained Percentage G. Less Total Previous Payments H. Approved for Payment, This Report I. Total Payments Including This Voucher 1. Balance Carried Forward $ 310.774.65 $ 0 $ 0 $ 310.774.65 5 % $ 175.546.87 $ 8.777.34 $ 0 $ 166.769.52 $ 166.769.52 $ 144.005.12 APPROV ALS Pursuant to our field observation, as performed in accordance with our contract, we hereby certify that the materials are satisfactory and the work properly performed in accordance with the plans and specifications and that the total work is 60 % completed as of, Seotember 30 . 1997, I hereby recommend payment of this voucher. Project Engineer Approval: ,/'ftu~< V~~ This is to certify that to the best of my knowledge, information, and belief, the qu~tit/e{ and values of work certified herein is a fair approximate estimate for the period covered by this voucher. Contractor: /i 1c A),vl1 ~_ ~. tad':'j J~ C Signed BY:~..u '7\rz:v,dr Date: /0 - I () - q 7 Title: ~(.J; ') Syf. CITY OF PRIOR LAKE 1~ iLJ4~~o-H VouCher CheckooBy /0//0 jq7 APzed forP~ ~_7~ Authorized Representative Date: Date: /o.liD /<# J 56) - '-/827 S- - ,!:;d ( VOUCHl.DOC