|
<br />2007 PMP
<br />ENGINEER'S ESTIMATE
<br />January 3, 2007
<br />
<br />
<br />~-'-"~~~.. .._...n__.__._.____.~_---. ..-.---- . -------.--- ..... - "2007-- ...- .-.-----..~-----. .....--..-~~--~~. ----."..--~-.."....-..-.--.----.-. .-.--.-----.......... .-.- ----.....
<br />
<br />-------.---------- ...--- ....- "------.--.- ..--...-.-..--- ..----.------- ----- --------.. -.....-..-------..-. "--.-......-.---.- -- ...---.... -.......---
<br />PMP
<br />f-.-..--...------.---- -------- ..._...__. ......__ .__. __________ ____.. _ _____...___. ......___ ____.____
<br />f------------- ITE~ [)~SCRIPTIO!!.....______ ____ UNIT ESTIMATED UniIPrice___..!o_lal .. Bria~l1_o!I..Circle Briarknoll Drive I Dawn Circle East ___Ro"yaILa~e _______\lY~~~r'!!!..al!1__..~~!1~ Sewer _
<br />
<br />~_______ _ _ _ ____ "_ . ____ QUANTITY __~TA!:__ ....9..LJ....r-.l!I!X_.. TOTAL QUAf\!!IT~_ TOTAL ... Ql!~r-JT!:!:Y !OT....!:~ ~!'-!'J_T..!IY_ ____ TOTAL QUANTITY TOTAL
<br />~~IUZATION... _____I,UMP_~!_'r.II 1 $ 1,000()0 ~_ ..__J-,-()()OOO 009!__ t___9_091 ___009..1__$ 90,91 0.091 .._,$. 90,91 0_091 $_ 90,91 $ _ $_
<br />~.~ARING_____ TREf:....____~- 400,00 $ $ $ __ $ ..:__ ___ __ ____ $ _.' _ _____ $ _ $ ___
<br />GRUBBING TREE $ 300.00 $ $ $ $ _ $ _ $ _ $__
<br />
<br />~~Mg~~gg~g~~i~~~E~E~~~Hg~~~~=-~~-- t:~:~r 1~~~-=~~-- "1gtl:-::::A~~~~~ 96~~_-__1-----45600 __~~800__ : 1:178,00_ ----as:oO-...~ ._4..!_8~~_ =)2..00...' .:_-_~-:~ -~-:-~-~-=-=:......l_- _ ~ ===
<br />~T&REMOVE_BITUMINOUSFOH~.t"""_CU_'3~_~QUTTER L)f',l,FT, 911 _.1........... ._....2,~<J... $ _2,??7,50 _______._.$ $$._____~ _... _L___...::___ $ - $....._
<br />
<br />li~~'il~;;~:~&~-~t;;~.! 'ill lm~l~JZ== i~I~-l- -, - ! ~ -t :.~ml~~~-l~~-=~
<br />
<br />CUT & REM BITUMINOUS STREET PVMT, (RANDOM) SQ. YD. 863 $ 11_00 $ 9,493,00 $ , $ I $ _ $ _ $ _ $_
<br />~~~]~l$f~~d~~~~l~~Eg 6~V~~~~NT- - S~~~= =~5:~3~ _ -~ 35~:~~l-~~~~!~~0_~~30200 _1 _6,9066~- ~~_~~~89-00 - : 1..!..c9670~' ~ ~ 3472..00 r~0:~16:_Q()_::~:_-~__-.:~: -- .~-~-= I~=~-- r '~.~_:E=--
<br />SAWCUTBITUMINOUS UN_FT, 562 $ 3.00 $ 1,686,00 60_00 $ 180,00 62.00 $ 186.00 $ - 120.00 $ 360,00 . ~ .. __.._.m__ $ _ ...._:_
<br />
<br />i~~~g~~~~~~E~jST~~~(F_O~R~CO~~~)~___ ~~t~€~: 253 -!-~'~~~=_ti'lt] --1~1-38JO_:~~~0_. J.._~Y50 ---3~O ....~t--=~=~~~ =_ lu-__.~ "-==-=~:i- ~ ------------ ~ ~------m--t-~-
<br />
<br />EXCAVATION FOR ROAD REPAIRS eli, YD. 204 $ 18.00 $ 3,672.00 $ $ $ _ $ __ $ _ $_
<br />SUBGRADE EXCt\VAi'iPN ... - =~-=:-=~-~~_ -=~[r YD. 380 $_=15:00':..L_ 5,70000 60:00_ )_..J'lo..QJ!..O 80.00 j _..J29000 40,OO:C:_~~Oo..,00_8000:_-:::::1........_1_,20000 $ _--$ _
<br />SELECT GRANULAR BORROW (LV) c[FY'b_ 413 $ 10.00 $ 4,130.00 78,00 $ 780.00 104,00 $ 1,040.00 52,00 $ 520,00 104,00 $ 1,040.00 $ _ $_
<br />
<br />~~~E:A~~,~_~E:ER W(Pi.,C;K UP-~RO:OM_---_~== -==;~R~~____,__~;~__ _f - -l~t~~ +-=-_~:~~~~~ ---.. 300:" ::_"-"]7500 ~9..0__.: - --375.00 1~000;- - -~-:--~~~'~~ 3~00~-~-=~~~~;___.. __ -r-- _ ~___ __ m _~_______~_
<br />
<br />AGG!3...EGAT~C3RADING & CQMEACTIQN__ Sl:...'\,__ ____~__ _:$ 100,09 _$ 4,1o..OOQ 5.00 __:$ 500.00 11.00 $__ 1,10000.. 3.00 $ 300.00 10.00 $ ..1,.<J9..o..,Qo.._ $ _ ..., ___ . _~__ ._.....:..
<br />BiTUMINOUS PATCHING MIXTURE TON 199 $ 80_00 $ ..1.5~~?0.00 $ $ _____ 6,00 $ 480.00 8.00 $ __.m~4(),.<J..Q$.n_:._.. __..._ $_________:_.
<br />
<br />~HB~:_~g~~li~~~i ~:tt:~gl'~~~1~:8~~ ~g~tK - _-:_~~4..:l[::= =~~=- ~~~ '.~. 3(),:2i~c~0 ---- ~ ~ -~ --l-~-- ~ ------~-~ ---_t:_-:_-~~~==~=-~~t__-~=~,-
<br />
<br />CLEAN REPAIRED JOINTS UN. FT, $ 5,00 $ $ $ $... $ _ $ _ $_
<br />BftUMINOUS CONTROL JOINT ---,----- UN_ FT,- - 3250- --i-------:u-5 $- 5,687,-50 400.00 $ - 700.00 800,00' -$ 1,40000 250.00$ - - 437.50- 800,00 $ 1,400,00 ----l....:....._---::-- ---- f-~~--~----
<br />~_'-.-...------.--.m- ---_...___ _.__...._______.____ __.__......m.________..._.__.._ ._... ......__ou.....__n. _n _.... .._____._u__ __
<br />.D!-~LV\I\IE..~~030B WEA~_I_r-.l(3 fOURSE MIX, __ TON 3707 _ $ 44.00 $ 163,108,00 224.00 L!l..,85600 _~9000 $ 17,1!i0..,00 15700..._.. $ 6,90800 338,00 L1~.8_72..00 $ _ $_
<br />TYPE MVWE35030B WEARING COURSE MIX. TON 470 $ 45,00 $ 21,150.00 $ $ $ _ $ _ $ _ $_
<br />TYPELVNW35030~:~_Q!iFi.iY'~_I5~I-N..G COURSE-MIX, -::: TON - 2318 $ 45:0.9 $ 104,310.001()o,oo _:t!3,~0000 520.00 $ 23,4()OOp- ---21000.._: J... 9,450~QQ.. =illJiQ::=:-_- ~J20~295,Og _________ T-__ __=- r------:-~::-::::- -:C_... ... -=
<br />TYPE MVNW35035B NON-WEARING COURSE MIX, TON $ 45,00 $ $ $ $ _ $ _ $ _ $_
<br />TYPE LV4 WEARING COU'RSE-MI)C(B) 3" (DW)')- '-SQ~ro ----~-$- 28.00 --$-1,792-00 8j)0$ -224-,-00 ---- $__..... 8,00 $ 224.00 8.00 -- $-:__~2:49Q::_________ . __ $ _~:--: :===-=:--__ _$:_ _~-:~::..-~
<br />
<br />~?~~~1~~~E~~~~~~' "'~ i~ ::::""m !u~l!} ;''''00 ""'-tl- "".~~ f -"." , '~"-i _ "'_00 . '''.00 i-=~-~~ i- uC::- ~~ i~~
<br />if~~~tr~~;i~: ::-..~~~.. L5~~':~tiL~ 1 '~~ Eool~~oo~ ~t .~"-~00!~oo2~E--~ ~.~. .T-~~:~~uf- .-:::
<br />~it~~'I~;:::~~~1~lt .. ~... r~~ l~~i~~~m F:~~~~~utf-/:~ ~~~!~~~_ ~oo ! -;~:~~-- ! . -r ___u~ (-:=1
<br />
<br />~'~~H~~Rgo~~~~iTt~~ff~~~1'y~~~~ 54 SXWL=-s~=--l2 ~ -..---~-~~{~{ -- -g;~:~~ 6.00 -1 - ~~O~OO I - -~ -----..::=~~~~O~-: -:-- -~.. 27~:~0- -Ei""O-O ~ 270~00 ~ ~ ~ ~
<br />fE~gERl~5~df:lii.~_~Tiri~"=~:=.Hi h=i;:.. m~~-= r--c-:........ ...ln~ ==t-[-~:-"=~~~1=-~::~-~~~r4~:~=i=~t-=
<br />
<br />CONCRETE C. & G, MOI:l!~I_~P~DE~II'!EATOR (RAN.9..9!111)_ ~~ifiJt 924 $ 15.00 $ '. 13,l!~~0() 96,00 ~__1,44o..90 ~4B,00__t $ },72099 880Q__$ 1,~~~!l!l__ 57:0()__ L_ 855.00 $ ____un: $-
<br />gg~g~~i~_g~~~~_~QJr~~J~~:g~ ~~~t!~L:=_ J(~: ~i: : _::3~:~~1_:__--- - ~ - . f~_:_~==~:~_-----_ t -:: __ ===______ ~ ~ -~--~- ~ ~
<br />CONCRETE VALLEY GUTTER UN. FT, 63 $ 15,00 $ 945,00 $ $ $ _ $ _ $ _ $_
<br />TRAFFIC CONT~..9~..._~__' --,----- -- .--=~ _-______ _ LliM!,:~~ .. - 1 $ 5,00.._0,00..) ~___~,545:4-S- --0:091-- $ ---45415~ 0.091 $ _-=-~~?.~ - 0~09}--=-_ :::$-:~= 45~,I5:, ~~_J"-,-Q..~f :--:: . j---454.55 $----------- . - ::-_~'--- $ _
<br />~~~~~~;~~~~~~~~~'3:.'~ci:I~II~ ~;~LXJ'W= ~j:~~'h 1800 :__--..:3~:~~ ~=_=~~!l,OO ~ ~ --=_~-:- ___- _-~_ -l-:~-_-__~----:===:_l ~ ~ ~---------~- ~ ~
<br />~!I..'!'EMENT M~~I<!~GS 4" SOLID LINE \!YI:!I.TE::... UN, FT. $___....Q,~~_ ~ _____ __L_ :$ . ______:>_ .____=-___ $ _ $ _ $...
<br />~~!MENTMA~.KJNGS4"BRO.KEN..b!'iEXELLOW UN,FT_ $_____.....<l..o~~~_____ ___~_____:$_____ $_----=- _ $ __ $ _ $...
<br />EPOXYPAVEMENTMARKINGS4"BROKENLlNEWHITE UN,FT_ $ 0,35 $ $ $ $ _ $ __ $ __ $_
<br />
<br />~f~i~!~,~g2~'D:":~~=~~ - -i- .'~~r-~ =_~: r~~m,~ig;- !~;::I-. i:2 f-~1~ ~~~~~ =m~ r~~=~-l-_~~
<br />
<br />
<br />R'MOVEAND RmAC'GA"VALVC LS. $ '.'0000 $ $ 1, $ - $ - "_ ~o""__ $ ___:_
<br />
<br />~l~l~U:~~~i!~t~~~; .~~~~-==_ f!iil !.....~~.. m fmI1==-=~- ~- ___ ~r =-~"'~~+=~l~~::~~ r- --- ~~~L!~
<br />
<br />
<br />- - - _... ...-..~.-.____ ....__. ._ '-'~~'~..~--.'''' ..u,_ __.___._____....._..__~'"'~~~,.,____ . .._n___......_.._. ._........,_:.~~l~-_.-_..~...! _ ___ ___ _ ...___........ .~~~..-,.._-.~...."..__..,~_~-=,,~.--_u_ __'_""..___.'- ~=~_"'_
<br />
<br />""~"0<I'Q''''9TAL - --=q ~...1>"""!JH'- m -~'i'''''' -=-E-",,,"1---- $ "'"'t $ "...,." $ ',000" $ ""0"
<br />~J~~~I~g~~f_'L:~:_-:________~--==_- -_--- _~ _ _ -- ~-~:---=m__j===----:jj-- 5~N~t}} _.- =--_-~= ~~ 4;:~:;~ --- "--~}~:~:~~ ' --- -~ 2N~~_~~- __~_--,,- -~ ~b~i1~~~i.. ---- _---L-?J~~::~~~,_.. __:--- -~ _ !l'~~~:~~J
<br />
<br />~, ---.---...~~~~,~~-- - - ___~ -- . _.....1 ... __~__~__. uu -.' .,-~~--, ..._"_~-...--. ,_~~~ .___~~ _ ..~_. _...----,-.J~~~,..._~~-. __ _._._.__._____ __u __ _ _ ._
<br />
<br />2 OF 2
<br />
|