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<br />2007 PMP
<br />ENGINEER'S ESTIMATE
<br />January 3, 2007
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<br />..".. no_ .-.~----=-=-:----:-----====--..- .. .. . ._ . "..,....,.".,.....,.... ---=---=-----.---- _.-=------=-.::-.--=---==:~= --===:_...,:.-:-:_.._ '- ===-_ . 0" ::--="----=-~.....,..-:-..,...~=-== '::. 0.'""''- =--.:".:_~_'::-'----"-=._-=== .c..:..:.,:..:....:....:..._===="'"""".. ___....:.---"-'--=~:_ _ . . _ ___._ _. ..."-------"-'="._-...,....-.."..,....,...---:--:--:':".=-_.~..,=O....__~_:__'_____'_'_=______,_,,_,_,_,_
<br />2007
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<br />PMP
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<br />------ ---_:- IT~M D~.:"CRIPTIO~ -==-- uNiT- ESTI-MAT!'P_ ~~~~ice Total Katie Lane - ---KatieCo~rt--~~__ I -:_ Lametti_ !-,ane Lametli Circle _ _ Brighto~ ~~y-- ---C<i.n~ell~ Avenlle Karth lake-Circle --
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<br />- ... __". QUANTITY TO_TAL _..9..U_J'.!:'l:fITY TQ}AL. QUAN1.:ITY TOTAL ---.9.UANTITY TOTAL9UANTI1.:.Y___!Q1.:~_g~ANI!!'!'__ _..lQIAL _ QUANTITY ___:I:OTA!o____
<br />MOBlhIZATIQ~___________ -- Llj~P-SUM 1 $1,000,00 $ .... _1,00000 --0,09.! $_ 90:91 0,0_9.1___ T-::__\l091__0091 $ 90.91 __ 0_091 $ 90.91~!___ Ji 90.91 __ _ Q,091 ....t.___90,9!.. 0.091 J_~!_
<br />CLEARING TRE-E $ 400,00 $ $ $ $ $ __ $ $ .~ __
<br />GRUBI!LN.G:_==-::::::-_-====== TREE __ $ _::~OO,OO $ _ __ $ _$-------- _=-=: $ ___ __ $- $ _ . $ _ _ $_ __
<br />REMO'{~ (:;()!'lCRETE <::~.RB & G~I.~!3_ U"CFT_~O.?___ $ __._~,75 $ . 5,728.50 50<:>'9_ $ 237,5Q $ 95.00 $ 451.25 39,00 $ 185,25 90.00$ 427.50 277.00 $__....!.2!~J~_ __~~ $ 76475
<br />REMOY-E_C()NCRETE'yA!ohEY G~l~R_ UN-Ft ~3_____ $__ __~200 $ 756.00 30:9.9... $ 360.00 $ ______ ___ _____ L _ $ __ $__ 33,00 $ 396,9_0. $
<br />CUT & REMOV~ BITUMINOLJ~fOR NE~_'<lJ.RB &~_UTTER ~IN Fr 9_1_1___ $ ____.._2.50 $ 2,277.50 70.0.9_._ $ 175,00 $ 107.00 $ 267.50 47,00 $ 117,50 102.00 .$_ 255.00 j 400,00 $ 1,000,00. __ 185.00__ $ 462.50
<br />REMOV~STO~M SEWE13 !,I~'E (ALL SIZESi\ND TYPES) _uNiT _ ... ~_____1 0,00 $ _____ L $__ ___ $ ~ $ __ __ _!_____ $
<br />REMOVE_~ONCRETEWALK SQ,FT. 120 $ 1_20 $- 144.00 $ $ $ $ $ 120.00 $__ 144,0(j $
<br />REMOVE CONCRETE DRWV_ OR RADPV~ s(;Cy6:--~ij -- ~- 5,00 ~---190:00 500 $-25:00 $ 5.00 $ 25,00 $ $ 28.00 _.!.__----.!iQ,0,Q $
<br />REMOVE BITUMINOUS DRiVEWAY PAIiEM~ SQ. Y5:- ----- ~- 2.50 - ~. ~- . $ $ $' $ $____._ $ _ .__
<br />CUT&REM-SITUMINOUSSTREET PVMT_(RANDOM) SQ-VO-- -----a63--. $11,00 $ --9,49300 240.00 $-2;640-00 $' 10.00 $ 110.00 $--- $ _. 200.00$---2,200~Og 413_00 $ _ 4,543,_00
<br />REMOVE-BifUMINOUS-STRE-ET PAVEMEN~ .. SO:-YD ---~739 ~-- 3,00--~47,21700 $-- ------ -- $ $ $-- _ 5976.00 $ _1],928,00 __$---_____ _ _ _ $
<br />REMOVE]IRUCTURE iMI{ -CB, OR FES)--- . -- -EACH -- -. $ 350,00' r-'- $-" ------ --$ $ $'-. $ --$~~__ ________ $
<br />SAWCUT BITUMINOUS -_:--- ---. - UN:Ff 562 ~- 3,00 . r--1,686 00 . $---- $- $ $' 120,00 $ 360,00 200.00 .~ _._~9000 __ ___ __ $
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<br />~~~~~~~OHNg~~~SECASTINGIF()R_REC~S1:[~-~~~;~: ~3- ~':~J~,~_~_:t 1.1S~~O __3.9.-00 __ufO: 135.00 _ _t- -----~-, -'![Qo.~-:-1::__5=~~~ ~____ _-=_::= ~~::===~-__~~~~~_ :__ 585.00 3o.00_L 1~~~~__
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<br />CqMMON EXCA\f.,A.!:IQI'L___________ __ CU YD,_ ~_______~Q9 $=------- ___ _l ___~$ - -1 _______ _~______ ____ $ _____ ____ $_______ .. _______ $L______
<br />EXCAVATION FOR ROAD REPAIRS CU. YD. 204 $ 18.00 $' 3,67200 -30.00 $ 540_00 $ - I 400 _ $ 72,00. $ _.. $ ___ _ 30,00 ~__~'IO,OO 140_00 _t__2_,520,-0(j
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<br />~~~K~;;I~t~'g~RO~{(~-- --------==. g~ ~g --:_~~----_L~~~l~:g~_-I: ;:;~~~_g-- _r-_ _ --::- ~ ~~ : 1-- --:--: :-: I=-_:. -~_~-==~~-~_~_ L:=- -~:-----__ 120=~_:=_ : -=-_1,8000~ ~-:-:::____ ~ _... 75.00 _~_____~QQ
<br />STREET SWEEPER WI PICK UP BROOM -HR 49 $ 125.00 $ 6,125_00 6.00 $ 750.00 300 $ 37500 400 $ 500,00 4,00 $ 500.00 6.00 $ 750.00 6,00 $ 750,00 6.00 $ 750.00
<br />~~~~~~~i{~RA~ING&CO~~~CTION-------- =---r~r.3if ~ --1~~:~g ~-:~%~,g~-~- ------:: ~ -=-: -SOO r-----8400--- -- ~ .. ---- _:::~g:gg -- _~:_-J:~~g:gg4000 ~---- -rs~'00 ___16~:~_~_ r:=2,240=0
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<br />BITUM-INOUSPATCHING-r,MxTURE--- ---- --TcfN 1!i9 $ ij-O:oo $ -15:92000 80,00 $ 6,400,00 -6-00- $ --48000 1500 $- 1,200,00 4.00 $~~ob ---8,00 $640,00 60_00 -$ 4,8(J000 -12,00 $ _!l60,()g
<br />BITUMINOUSSTREETMILLING (2" DEPTi-D(s'f-- SCCYD, 20140 -- $fso $ -30~210.00 5553,00 --$ 8,32956 -----:ul9S0-0-. $_ 2,84i-so 3350.00 $- -5,025,00 1466.-0-0-- $' 2,19900 -- - $__ ____ : -- 3616.00 $ . 5,<12<1-00 __~69.:QQ $ 6,_~~09_0_
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<br />~~:Et~~~~'~i~~~~j~:~ (2,5''Q:~~~=-_:::-_ t~:~l 3250. -:;;ij=-i ~-5~~~;~~ -==----- U :t =--=:--::=-i----::- :---.1 - i-- - -- U l===: :~--~~~;QO i !.!~o,o:L ----_~--- i _
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<br />T'YPE LVV\iE35030B WEARING COURSE MIX. TON 3707 $ 44_00-$16-3:10ij~60 722_00 f 31,768:00 246.00$ 10,824.00 436,00 __ $ 19,184,00 - 191_00-- $ ---8,404.00 --"S83j)0- __ _~ 25,652,00__ L-_._ .. 420.00 $ 18,480.00
<br />tyPE MVWE35030B WEARING COURSE-~' TON 470 $"- 45_00 - -$-~J50'-ob------- $ ...--- $ -- ---- $------ $ - .. . $ 470,00 $ 21,150,00 $
<br />TYPE LVNW35'030B NON-WEARING COURSE M~-- TON----.- 2318 $'" - 45.00 -$' 104,310.00 '---$' $ $- $ 777.00 - '-$' - 34,965,00 ---. $___"'" 60.00 -$ 2,700,00
<br />TYPEMVNW3S035BNON-WEARINGCOURSEMOC-----TON----- $u__ - 45.00 $____ $-- $ ---- f ---- $ j---- ----1:-==--_:- :::_-=-____ $
<br />T'i'pf~v4 WEA~iNGCOURS(MIX.(~) 3" iDw'o__ :::8Q, YD . :=_--~_4 $ 28,00 $ 1J92_008.00 $ ....?i400 ........L_ l-:~-oo- $ 2?~,00 ~_. _ 8.00 $ 22~_QO 8.00$ .... 224.00 ____~OQ__ $ 224,0(J
<br />BrrUr..1.~NOUS MATERIAL FOR TACK_ gOAT _00__. _00_ GALLON _..J.~80 $ _ _00 _.~,oo $ 3,96000 285,0.9_ $ 57000 100,00 1...__.100 _00 i 175.00 $ 350.00 80.00 $ 160.00.. 320.00 $ 640,00 190.00 $. 380.00 __~~,.QQ. __ $ 460,00
<br />TYPES!, 12_5 WE:_AR.ING COUI3.~EIVUXJURE (4,~____ _.__TON ____ $___~Q.OO $ L- . 00... _ _~___---=---j $ ~_ $ $ ____ $
<br />MO[)ULA~BLOCKRE1.:AINING WALL___.._ __~qfT, ___ $ 20,00 $ __ _ _!___ $ _____-----=-----!_ __ $ __ $ $ $ __ _l______ _
<br />12" RCP, DESIGN 3006, CLASS 5 UN. FT, $ 45_00 $ $ $' $ _ $ $ $ $
<br />15" RCP, DESIGN 3006 ,-CLASS 5 .------- UN_uFT, -.---- $ 48_00'$'- -- $ $-! ---.---. "$'----------- $ ---$ -- _$__--'_' --- -$
<br />~~~~SJA~~t~6~L~~~-E';-BLY -------:-::=-- ~~~~:- 214 '. ~ -~~g:gg r oo_?';~g:~~ 3'-00- -: 900.00 1.00 J=-_.300.00 i -. 300=:~Jr900.00- -=_ 1.00 : 300,00 4.00 ---_ f 1,~0~cOO 1.00--' r--300-06=:J~g=-~=___ L_ ;~~:gg
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<br />~~~~~8:8J~~ig~~~~:~~i~~H:----_ ...._ ~~g~___ J a~ggg_ ~--_~_:-_==- _ --__ Il_ ;------ I ::~-oo:=B~ ~-_=~t ---_ J U__ -==_----- ~oo U _
<br />INSTALL SALVAGED CASTING (FOR RECONST,) EACH $ 350.00 $ $ I $ $ $ _ L _ .. '._ .~._ __.__._.__~~_ ..~...__
<br />ADJUSTCATCHBASIN-FRAMEANDRING--- EACH----- 00---14$ ..-400,00-$----5.,600.00 U $- ~--- 1 3,00 $ 1,200,00 -~ -3,00 $ 1,200,00 2,00 $ 800,00 1_00._, $ 400.00
<br />~giuNSETC~~H~~~I~~MS~~~~~~~ER~;UCTU~E~~g~---52- ~ ~~g:~g ~ -20,80000 6.00- -;2,4000Q_ 2_00f--800~OO I 7,00 : ?-,800,OQ 1.<!Q F:::40000 =-=~.-OO---- : - 2,4QQ]Q:~_:__=~~Qi[-- F_-1,iOOoo. 700___: __},800-00-
<br />R-&RBACKAS-SEMBLYFOR"R~3250-A .----EACH 1 $ 42S,00 $ 425.00 $ $ ------:--1 $===:- _$-==--_ ____=--.-- $ _____:-:-_::::-: $-. '.' . _ - _L=-===_
<br />,,"THICKCONCR-ETESIDEiiiiAli<--u E'-6.FT_ --90 $ --4:00 $ ----"36060 $ $------=-- $ $ -. -, $ _.u_9000 $ _~6000_L__
<br />'" ',"CK CONC"", ~DEWAi" - - so H - ,-,,,.. , _u~_ ~,--- '~~ ~ L-= .- - :::~:::::=-, , _.~. '---
<br />pE"b CURB RA~WWfTRUNC-DOMES (INtL54 S,F, W --- EACH 00 3 $ 650,00 $----1 :9500-0- -- $- $ ----=- ---_ ~__ $ _ ___ $__ ...3.,.00. $ 1,95Q,9ll. 2___
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<br />~li~1iifii:[~~-~ :~~-~-:: t}~i i-:-;r/~~j~-= i ~ L -~oo_: 1 ':' ..~= t:_~::'~=_t=ooo ~:::: t ::~',.~ !'''"
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<br />CONCRETE CURB & GUTTER. DESIGN B.o24, RANDOM LiN, FT, $ 20,00 $ $ $ _, $ $ $ $ $
<br />g~~~~~i~~~-~~~gl~~E~~E~I~O:_~~~OM)_____~=[:~, ~L __ :_~=4- l____ -~-;_~ ~ __Jl_~~O_,~~ 50~90 -- :-r-- 75QOO -::- __~_~~ f ~~- --:=1 9500 __ : 1 ,4?~:06 ~~- :F:---5~~-QO ~~~_~~ }~~1 ,35000_ ~____:~~~---~: r--- ~61.00 - :f-~~1500
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<br />CONCRETECURB&GUTTER,DESIGNSPECIAL UN, FT. $ 30,00 $ $ $ $ .. _$ __ ________._ $___._ $ h_ _ t_
<br />CONCRETE VALLEY GUTTE~--------- - UN, FT,63 $ "--1500 $ 945,00 --30...-00 --- $450 OO~-.- $--::--1--'- -. --------- $ . - $ -- $ 33,00 $ 495,00 $
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<br />Ei;lr~!\~E~~~j'~~.~;; i~~1!~! ~ ~~: ~-'.~.. f~ ~" -~-~ !=~ j ~". i -~" O"'F"'C~ oo,~ i ."" ~_,~~;- i ::~ ~OO~F;"
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<br />EPOXYPAVEMENTMARKINGS:4"BROKENlINEWHITE-"-- UN.-Fr------- $ --- 0,35 $-'-"-- ----.-- $ - _ $.-----=-' $ ----- $_"__'" - $ $ $
<br />EPOXY PAVEMENT MARKINGS: 24" soLID WHITE' UN_ Ff 136 $ 6,50 $--884~00 ~ - - $-----=- j $ $--- L ---136-l!.0_, _$ 884,00 ________$ _::________
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<br />~~~SL~~~L~ST~~~~:61~~EPOXY~::==-___-: -S~~~' _-=-~~-~?:::- ~ 1,00i:~~_ { b~~a'g_g==_-C ~_ - ------:-_i-r_:~~__-n_- t----=~~--..--- ____ ~--_.. --_=J:~_ 2~2og9_1- 2,~~a:gg =:===-- -t:::_::_-
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<br />SILT FENCE, HEAVY DUTY UN_ FT_ $ 2,50 $ $ i $ $. __ $__. . _.. __!___ __ ____ Ji______ __._ _L.. .. ".
<br />W,," p,orrenON . ~.~~ CACH -" $ ''''.00 .--.,.,.. '00 '~-"'oo - - j '.00 $ 000.00 '00 $ ~ '''.00 '.00 , '00.00 '.00 ''''''.00 '.00 ''''''.00
<br />SOD, WITH6" TOPSOIL --__:--==:.:_- ----- SQ_ YD-.-------~~ $-__=--Too $4A~b~ob: 3000$__ 2'-0:00 - ===_- $ --.:::~o,oo ~~0,00_ 20.00 --_-}--=~~1iO-,(j0 _ 46,00 _ $----- 322.00 ---.!9_9.:9Q:=: $ 70Q:O~-.. ,,__ 85,00 j _595,~0
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<br />~~~g~~~~g=~~~g~~;T:C~AC~;D---=: t:~" ~ ~:~gg:gg ~------- ----1 ---- ~ -~ n . t_--:- ~--------- -----t---------------- -t-- -...------ -~-----
<br />E~El~g:~:;r~~~:f~E:.-fi~~ -=-:::-+~~f~:_.--- i-.:).-:j~~]FJ.~~~ t _ ...._ _ I~=: ~_t~~==_~L-=-~
<br />~~~~~ii~;O'Al. ~~..--:_~~t..~ ~~~l-~~lt~,~~_~ di:}:;:1li --~~~mF - ~~t~t~:~~~!r:~~.b~~~:~8t~1lJ~--~:~~
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