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HomeMy WebLinkAbout18) Bid Forms of Pace Contractor's r 12.0 BID FORMS Pace Contracting, lLC 200 Wininger Lane Jeffersonvme, IN 47130 812-283-5784 NOTE: INSERT AND ATTACH TO FORM 96, DO NOT USE THE CONTRACTOR'S BID SECTION ON FORM 96. BE SURE TO SIGN BID, NOTARIZE BID AND EXECUTE NON-COLLUSION AFFIDA VIT. CONTRACTOR'S BID FORM JEFFERSONVILLE DRAINAGE .BOARD 4TH FLOOR, CITY-COUNTY BUILDING 501 EAST COURT AVENUE JEFFERSONVILLE, INDIANA 47130 RE: BONENBERGER'S OAK GROVE SUBDIVISION DRAINAGE PROJECT JOB NO. 9705A Gentlemen: We submit, herewith, our sealed proposal to furnish all necessary labor, material and equipment to construct the above captioned project, in accordance with the subject plans and '" specifications at the unit prices listed herein. l.~~~ro.~~IW \).~\\nbwlecW's . ~ \O~l~lV\~ o.Me~I\W\/QA~~~ \'{D~ \ ~~ \ ~\l\Q\03 N6.A ~ t ~\L if 03 No. '7-:; ~ \~II~/03 c: \SyJney\wpJ(.)cs\9\9705\ 9705.:1. \section ,,2. wpJ A-205 (\ .----------------------------------------------------------------------------------------------- , BONENBERGER'S OAK GROVE SUBDIVISION DRAINAGE PROJECT. JOB NO. 9705A ~. ITEM APPROXIMATE NO. QUANTITY DESCRIPTION WITH UNIT PRICE WRITTEN IN WORDS UNIT PRICE IN NUMBERS TOTAL AMT. FOR BID ITEM .----------------------------------------------------------------------------------------------- , 1 o TONS Crushed Limestone (Misc. Sizes) For........n.E~................... ...................................... Dollars Per Ton O? $ /5- $ o .---------------------------------------------------------------------------------------------- , 2 o TONS Bank Run Sand For...........p!.f~................. ....................................... Dollars Per Ton $ J5~ $ o .---------------------------------------------------------------------------------------------- 3 0 CY Formed Concrete Non-Reinforced For....1VQ..H:~~~..t....... ......p..:f~r1................. Dollars ~ Per Cubic Yard $ 250 $ 0 .-----------------------------------------1---------------------------------------------------- 4 0 CY Non-Formed Concrete N on- Reinforced For.....o.~~ukt.~~...~...... .........n.~................ Dollars Q:! .__________________________~____~_e!_s:~~~~_~-~~~------_________~___j~~~_~_____~_____~________ 5 0 LBS Reinforcing Steel o~f. . For............. ...~.~........... .................. ...................................... Dollars ...." ._______________________________~~!_~~~~9_------------________~____L_~________~_____~________ 6 0 SY Sod For..........~.~....................... ...................................... Dollars -------------------------------~~!_~-~~~:~-~!!~--------------~----~-~-------~-----~-------- 7 7 EA Type 'B' Manhole For.....~9..~.......... ..f.iA__~.......... Dollars ~ @2.. /' _______________________________~_e!_~~~~__------------________~____~~~____~___J_:1~-~~ 8 1 EA MH 1, Special Manhole r\ For.....&~.~~~.......... .......................~.............. Dollars' tB-. '\l2... Per Each $ 4000 $ '1000 / .--------~--------------------------------i---------------------------------------------------- C: \8yJney\wl'Jocs\9\9705\9705a \scetiOll .,2. wpJ A-206 .----------------------------------------------------------------------------------------------- , BONENBERGER'S OAK GROVE SUBDIVISION I DRAINAGE PROJECT ' JOB NO. 9705A ITEM APPROXIMATE NO. QUANTITY DESCRIpTION WITH UNIT PRICE WRITTEN IN WORDS. UNIT PRICE IN NUMBERS TOTAL AMT. FOR BID ITEM .----------------------------------------------------------------------------------------------- 9 20 EA Adjust Manhole Casting to Grade For...7~.J~@.......... P~~..E~~h................... Dollars $ 3oo~ $ "080@ / .---------------------------------------------------------------------------------------------- r 10 1656.90 LF 12" PVC Sanitary Sewer For..... ti.f.r1.fl.~~...... .............. p~~..Li~~.~;.F.~;~.... Dollars $ 55~ $ 91 JZ,q 5U /' -----------------------------------------,-------------------------------------------~------- 11 329.12 LF 8" PVC Sanitary Sewer For.... ..t::tF..L1....... ................. ..... ....................,.,............... Dollars Q2. . ~ Per Linear Foot . $ 5{) $ tb 4:::>10 / ._----------------------------------------,-------------------------------------------~------- 12 39 EA 6" Property Service Connection Pipe with Cleanout For......:Tv..,Q.~.~.......... ......ff.~...~J~?..... Dollars ~ . . Per Each. $ 25'00!.U. $ 0"., 5QQ Y ._________________________________________~-----------_______________________________:!_l~----- 13 2 EA Connect 12" Diameter Pipe to an Existing Structure For.....Ft!!L.H~............. ...................................... Dollars <"oF;) / ._______________________________~~!_~~:~_7------------________~___~~_~_______~____1_~_~ 14 2 EA Connect 24 II Diameter Pipe to an Existing Structure For........9..~~...~........ ...................................... Doliars ~ / ._______________________________~~!_~~:~______________________~___t~~~_____~___~~____ 15 1 EA Connect 8" Diameter Pipe to an Existing Structure For..........P?~..~........ . /. ...................................... Dollars . ~ gl. _______________________________~~!_~~:~_J_____________-------~----~-~-------~-----~~---- (" c: \Sytllle~'\wpJocs\9\9705\9705<t \se.:Goll ,12. W'l1tl A-207 '. {\ BONENBERGER'S OAK GROVE SUBDIVISION I DRAINAGE PROJECT . JOB NO. 9705A ,-----------------------------------------~----------------------------------------------------- ITEM APPROXIMATE NO. QUANTITY DESCRIPTION WITH UNIT PRICE WRITTEN IN WORDS UNIT PRICE IN NUMBERS TOTAL AMT. FOR BID ITEM .----------------------------------------------------------------------------------------------- {\ 16 1 EA Connect 6" Diameter Pipe to an Existing Structure For...~...H.~........ ...................................... Dollars ~ / ._______________________________~_e!_~~~~_~-----------_________~___~S?_~_____~___~~~______ 17 19 EA Catch Basin Type C For.....Q~~..~~........... . ;:~-J.~~~........ Dollars $ J 5(\)0 ~ $ 2'0 ,:::>OO'@, /' -----------------------------------------~--------------------------------------------~------ 18 29 EA Catch Basin Type D For....g~..~~............. :;;\~~.......... Dollars $ I ~OO ~ $ '13 5m ~.// ._-----------------------------------------~--------------------------------------------+------ 19 5 EA ' Catch Basin Type J . For....M..~.~~.............. ..f\4.~~~.......... Dollars ~ 02 / Per Each . . $ 15m $ 1.:> 00 ._-----------------------------------------~----------------------------------------- --------- 20 8 EA Catch Basin Type X For......9.~..~.~............ r!:~~~........... Dollars' $ 1500 ~ $ J1. QOO ~ /' ------------------------------------------~------------------------------~-------------~------ 21 1 EA Catch Basin TypeE For......B2..J.~.:nt~........ ...................................... Dollars . ~ 00 / ._______________________________~~!_~~~~_____________~________~__!1~________~___l.t_Q9j2_==_~ 22 1 EA Special MHAICB21 For......:T~..~!Y)...... . ...................................... Dollars S2. CP / Per Each . $ ~'""~ $.3000- ._-----------------------------------------~-----------------------~~--------------------- 23 1 EA Special CB53A For........A?4-..Th.~_?~......... / ...................................... Dollars <lQ 0 Per Each ; . $ ljoOo - $ f:t.goo @. ------------------------------------------~----------------------------------------- --------- c: \S}'Jncy\l\'p~t~1..::s\<.J\9705\9705" \s~cliol1 i'l2. \\11lt A-208 r\ r\ (' BONENBERGER'S OAK GROVE SUBDIVISION DRAINAGE PROJECT I JOB NO. 9705A .------------------------------------------------------------------------------------------~---- ITEM APPROXIMATE NO. QUANTITY DESCRIrTION WITH UNIT PRICE WRITTEN IN WORDS. UNIT PRICE IN NUMBERS TOTAL AMT. FOR BID ITEM 24 1 EA Special Catch Basin No. 56 F Or.....E:i;.~-t:Th~~$~......... .....................,................ Dollars Per Each Q?. $ 5000 $ bOOO.;e / .---------------------------------------------------------------------------------------------- 25 8 EA 12" Metal. End Section For........f.9.':!1:.:..~~k....... ...................................... Dollars Ql. r:e _______________________________~_e!_~~~~_~------------________~_____~_~~______~___i3~__~ 26 1 EA 18" Metal End Section For.....6\~...~.....,...... ......F.:I.fr1................. Dollars e. ~. ._______________________________~_eL~~~~______________________~_____~~~_____~_____~_~~___ // 27 1 EA 36" Metal End Section For.....9~..1)t~.~.............. .F.!4..H~........... Dollars ~ ~ Per Each $ J5()O $ J bOO // .---------------------------------------------------------------------------------------------? 28 2215.73 LF 12" Reinforced Concrete Pipe, Class 3 rr-.e....N F or..........J.::~,...L........................ ...................................... Dollars ~ '2.!:.. . _______________________________~_eL~i2:':':~~~~~_______________~_____'1Q_______~___~1jl~"b9-- 7 29 2247.25 LF 15" Reinforced Concrete Pipe, Class 3 For........E9H~....~......... p;~..Li~~.~~.F.~~~.... Dollars $ tt3 ~ $ .12/ ._ __ _.____________ ________ __ __ _______ ______..,________ _______...:___ ____ ________ __ ___ _____!:l~,t?-'-- 30 1620.49 LF 18" Reinforced Concrete Pipe, Class 3 For.......fi:?~~..Jf.~.tf.L....... / p;~..Li~~.~~.F~~~.... Dollars $ ';1> a2. $ 1 1 '6:> 5.! / _________________________________________~------------_____________________________~__l______ C :\8yJl1e~'\\Vp(locs\ <.)\9705\9705n \secliol1 il2. t\1lJ A-209 r r. (\ BONENBERGER'S OAK GROVE SUBDIVISION I DRAINAGE PROJECT JOB NO. 9705A .----------------------------------------------------------------------------------------------- ITEM APPROXIMATE DESCRIPTION WITH UNIT PRICE TOTAL AMT. NO. QUANTITY UNIT PRICE IN FOR BID WRITTEN IN WORDS NUMBERS ITEM .----------------------------------------------------------------------------------------------- 31 358.43 LF 24" Reinforced Concrete Pipe, Class 3 For...........E!.f:r.:1...5.~~........ ...................................... Dollars ~ . '5 ._______________________________~~!_~i!:~~~~~~!--------___----~---~:i--------~---L~~~L~-~~ 32 40 LF 36" Reinforced Concrete Pipe, Class 3 For.......:5.Jt~...6.~~...... ...................................... Dollars .Q2 e / Per Linear Foot $ 75 $ ~OO ._----------------------------------------1--------------------~---------------------~~------ 33 193 LF Mill 2" Deep and 2' Wide for Paving For..........T~.......................... ....................................... Dollars e . -e / ._______________________________~_e_r_~i!:~~~~~~!_______________~____}!?_________~____L_t~~___ 34 20,073 LF 2' Concrete Curb and Gutter For......ThJ.~~................. p~~..Li~~~~.F.~;~.... DOllars. $ (~c:e $ Zroa 1~q ~ / ._______________________________________________________________________________________J______ 35 1,482 TONS INDOT Asphalt Surface HMA No.9 for Roadways FoI2=i'1 For................................................. P~~..T~.~......,.............. Dollars $ 40 ce- $' 5'1 L1Jo -:e/ ________________________________________________________________________________________.t_____ 36 4,446 TONS INDOT Base Asphalt Intermediate No. 8 for Roadways For.....=r.lh~....~~~T...... ...................................... Dollars ~ y _______________________________~~!_~~~_______________________~___~j2_________~___1~~~~!T~ 37 12,730 TONS INDOT DGA Type '0', Size 53 for Roadways For......:Tfh~~................... . P~;T;~I..... Dollars $ It> ~ $ /b5 '-fto ~ / __________________________________________~-------------------------------------______1______- C: \SyJnc}'\wpJocs\9\9705\9705il \scclil1l1 ..12. wlKI A-21O r BONENBERGER'S OAK GROVE SUBDIVISION I DRAINAGE PROJECT' JOB NO. 9705A .----------------------------------------------------------------------------------------------- ITEM APPROXIMATE DESCR~PTION WITH UNIT PRICE TOTAL AMT. NO. QUANTITY UNIT PRICE IN FOR BID WRITTEN IN WORDS NUMBERS ITEM .----------------------------------------------------------------------------------------------- INDOT Prime Coat For...........:TW9........................ ...................................... Dollars 'le.. <<L Per Gallon $ Z $ 2../ 5~() / ._________________________________________:__ ____ ______________________ _________________t..._______ 39 1,347 GALS INDOT Tack Coat For........:T.we........................... p~~..G~il~~............... Dollars $ 2 Q2 $' b ,', ~ / ._________________________________________~-----------_____________________________;g__q!t_____ 40 4,777 SYS 38 10,775 GALS Gravel Driveway Replacement For...........2J'Y::........................... / ...................................... Dollars' _______________________________~:!_~1~~:_~_a!~______________~____"_':________~__~~,!~?:_~_ . r> 41 2,580 SYS Asphalt Driveway Replacement For.......~....~...... ._______________________________~~!~~~~~;~~.~~-~!i.~-~-~1~:::_____~____~~~_____~__5~~2~y 42 645 SYS Concrete Driveway Replacement For.........f.9k'T1.......................... ......................,............... Dollars ~ ~ / _______________________________~~!_~_<!~~:~_~~!~______________~____'1~_________~__f~L~_'~9___ 43 10,432 LF Linear Grading For......TJt..f.:.::i::t......B?~~....... . ......................,............... Dollars . y ._______________________________~~_r_~i!:~~~~~~!____________~--~----~!1-~------~--~~~L~~j2 44 3 EA Lower Existing Sanitary Sewer Lateral 18" to Avoid the Proposed Storm Sewer For.....T~...Th9.~~ ...................................... Dollars {;;Q. . ~ Per Each $ 300'0 $ ~O .-----------------------------------------T------------------------------------------- -------- I I r, c: \Sydney\'t\1Jtlncs\9\4705\9705.l \scdilm il2. wptl A-211 ,~ '" r, BONENBERGER'S OAK GROVE SUBDIVISION . I DRAINAGE PROJECT' JOB NO. 9705A ,-----------------------------------------~----------------------------------------------------- ITEM APPROXIMATE DESCRI;PTION WITH UNIT PRICE TOTAL AMT. NO. QUANTITY UNIT PRICE IN FOR BID WRITTEN IN WORDS NUMBERS ITEM .-----------------------------------------~-----~-------------~----~----------------------~~~--7 r 45 1 EA Alter MH7 A F or..........Q::I.L..7Jl9..t;M)...~t..,)1fN H~fJ(} i f~Jf.. ............+...~t.~~......... Dollars B'b 1"6 ._______________________________~~_r_~~:~_1_-----------_________,~_,--J1T2~=--~---tl9.~-=-- / 46 48 LF Heavy Galvanized Chain, with Lock For............~........................ ...................................... Dollars ~ "E. / _______________________________~~!_~i~~~~~~~!---------______~__J5?___________~__!.j_~~______ 47 4 EA Power Pole Posts, Min. 8" Diameter by 7' Long, Drilled and Installed For.......rt:Y.t:...If.~......... . / ...................................... Dollars aa. ._------------------------------~~!_~~:~-+--------------------~---~~?_-------~--~~--- 48 4.53 ACRES Seed, Fertilize and Mulch Disturbed Areas For.........~...~... P~~..A~~~................... Dollars $ 3000 te. $ J35&jo <e / ._----------------------------------------~--------------------------------------------~------- 49 1,000 LF Silt Fence, Installed For.......:T~......................... ...................................... Dollars.ce. /" .~~~;~~-;~~-;~~;-;~;~!~~i~"-~~~-;~-~---------~--~------_____;__/:~;::;'€ / J~ (' c: \SyJl1c)'\Wpd~lCS\9\9705\<.)705i1 \scclioll u2. wpJ A-212 (\ BID FOR: BONENBERGER'S OAK GROVE SUBDIVISION DRAINAGE PROJECT JOB NO. 970SA CITY OF JEFFERSONVILLE CLARK COUNTY, INDIANA RESPECTFULLY SUBMITTED, Ng\~~~ng.!LL~mmmmm T l,Ua::D .......................Q(h.................................... .......................................... PERSON C: \Sydncy\wpJ(,)cs\9\9705\L)705" \secLioll .12. wpJ A-213