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Home My WebLink About03) Bid Dan Cristiani Excavating {'; ~. -4" Jacobi, Toombs and Lanz, inc. e r. Consulting Engineers 120 Bell Avenue Clarksville, Indiana 47129 812288-6646 FAX: 812288-6656 December 2,2003 Mr. Leo Messmer Dan Cristiani Excavating Co., Inc. 1221 Old Highway 31E Clarksville, Indiana 47129 Re: Tenth Street Interceptor Sewer, Pump Station and Force Main Job No. 9603D Dear Sir: By this letter you are hereby given NOTICE TO PROCEED on the above captioned project. 1. Your starting date is December 11,2003. 2. Your completion date is June 7, 2004. f\ Please inform this office when you will have men on the job. Enclosed is your signed contract. r Sincerely, JA OBI, TOOMB? LANZ, INe. Jo H. Toom~s,~: roject Engineer cc: R. Miller, Jeffersonville City Engineer T. Crawford, EMC file C'5,dne9'-wpdoe.'J'J60; 'J 6o;d'J 6o;d.1 .wpd John H. Toombs, Jr. P.E. Jorge I. Lanz, P.E. . . Jacobi, Toombs and Lanz, inc. e , Consulting Engineers 120 Bell Avenue Clarksville, Indiana 47129 812288-6646 FAX: 812288-6656 ~. f December 2, 2003 Mayor Thomas Galligan Mr. Robert Miller Jeffersonville Sanitary Sewer Board City-County Building, 4th Floor 501 East Court Avenue Jeffersonville, Indiana 47130 Re: Tenth Street Sewer, Pump Station and Force Main Bids Job No. 9603D - ~ - Gentlemen: Here are the following items for the Board's files: 2. 3. Cristiani's Low Bid, Bonds, Insurance Certificates and all items turned in as a bid, Notice to Proceed...etc. Bid tabulation letter. Unsuccessful Bids - all items turned in by each in their envelope: MAC Construction T earn Contracting Pace Contracting (''Ii 1. '~,. C'5ydney"wpdoci'0\S 60) \S60)d\S 60)d-2.wpd John H. To~mbs, Jr. P.E. Jorge I. Lanz, P.E. -J- ~~....\"..~ : ,- " ~~.'~',:. . ~~ - I " J j j I I f I !- ~ ' , I I I I I I I r f/ 1 ..: .: '," . . ..-....... .. ....'" \~~ ~~- " Fom No, 96 (R...... 1987) BID OF Dan Cristiani ~xcavating Co., Incj (Contractor) 1221 Old Hwy 31E (Address) Clarksville, IN 47129 FOR PUBLIC WORKS PROJECTS OF City of Jeffersonville 4th Floor, City-County Building Jeffersonville, IN 47130 Filed October 20 , W 2003 Action taken B-102 LOlA) b\D ~ ~ '-.'.I".::'~..;~'.-~.'.';......;'." . ;~~:-: ~,~--. . .,'~'~..;.: ~c.,SllMebrGd~ AE.eo.,c.OI:l..-.c.""'--."'~ F...._ ..~t.TI 1 CONTRACTORS BID FOR PUBLIC WORKS PART I (To be completed for all bids) (Please type or print) J- Date: Oc tober 20, 2003 City of Jeffersonville Clark Dan Cristiani Excavating Co., Inc. I I 1. Govemmental Unit: 2. County: 3. Bidder (Firm): Address: 1221 Old Hwy 31E Clarksville, IN 47129 (812) 282-9866 I' City/State: 4. Telephone Number: 5. Agent of Bidder (if applicable): Pursuant to notices given, the undersigned offers to furnish labor and/or material necessary to complete tbe public works project of Ci ty 0 f J e f fersonvi llt6overnmenta~jJ!ll!).t)~ in accordao e with Rlans El.gnt Hundrea Twenty-one Thousand Seven Hundred ~~~tIVe. 8f5~/l00 dollars ana specifications of said unit for'the sum 01 ; - "$' IT I '. he under- signed further agrees to furnish a bood or certified check with this bid for an amouot specified in the ootice of the letting. If alternative bids apply, submit a proposal for each in accordance with the ootice. If additional units of material included in the contract are needed, the cost of units must be the same as that shown in the original contract. If the bid is to be awarded on a unit basis, the itemization of units shall be shown on a separate attachment. The Cootractor and his subcontractors, if any, shall not discriminate against or intimidate any employee. or applicant for employment. to be employed in the performance of this contract. with respect to any matter directly or indirectly related to employment because of race. religion, color, sex. national origin or ancestry. Breach of this covenant may be regarded as a material breach of the contract. I..... .. ; ,;;. '-., IL.,..... I ~.. CERTIFICATION OF USE OF UNITED STATES STEEL PRODUCTS (11 applicable) I. the undersigned bidder or agent as a contractor on a publiC works project, understand my statutory obliga- tion to use steel products made in the United States. I.e. 5-16-8-2. I hereby certify that I and all subcontractors employed by me for this project will use U ,S. steel products on this project if awarded. I understand that violations hereunder may result in forfeiture of contractual payments. I~ I.: NON-COLLUSION AFFIDAVIT The undersigned bidder or agent. being duly sworn on oath, says that he has not, nor has any other member, representative, or agent of the firm, company. corporation or partnership represented by him, entered into any combination, collusion or agreement with any person relative to the price to be bid by anyone at such letting nor to prevent any person from bidding nor 10 inducl;l anyone to refrain from bidding, and that this bid is made without reference to any other bid and withoul any agreement, understanding or combination with any other person in reference to such bidding. He further says that no person or persons, firms, or corporation has, have or will receive dn-eclly or indirect- ly, any rebate, lee, gift. commission or thing of value on account of such sale. OATH AND AFFIRMATION I: 1-. A2 I affirm under ~he penalties of perjury that the foregoing facts and information are true and correcl to the best of my knowledge and belief. Dated at C1arksville:, IN this Inc. I"::..' ~.:~p: . :..,~. I.,'. ,;.'v." '"'-;< ;}~~}/ . I't'.l.'~:.~~.,'.~:' ::.;~j: ~~". ~:;::;: F';:" r STATE OF Indiana ) ) ss: ) Cristiani of the above Dan being duty sworn, deposes and says thai he is Cristiani Excav Co Inc 'and that the (Name of Organizalion) COUNTY OF Clark Dan President (Tille) 1_,'''''.'' '~*:>O:'~ ~pr~ ~~::;.':., statements contained in the foregoing bid, c~rtification and affidavit are true and correct. Subscribed and sworn to before me this 20th day of October .19.12..o.3 ~vfv1 . Wb~ Lisa M. Ecf8In~~1l I. . My Comission Expires: County of Residence: 10-13-2006 Eloyd B-103 .:i~~{ r~t I I I 1/' "l~." ...._ 1':::Ni.. ..-.'..........-......... .:::-:;::~~:....- .~?;~~; ~:'.: I r 11 .'.'; ., I I I I I I .. ACCEPTANCE Th, "",~,;, .=,I"11'1i' ;;,4-111 d., Ol~ ~, "","I" th, iollowing conditions: lJI12&t::. PART 1\ (Complete sections 1,11,111, and IV lor all state and local public works projects as required by statutes.) Governmental Unit: Bidder (Firm): Date: City of Jeffersonville Dan Cristiani Excavating _October 20, 2003 Co. , Inc. These statements to be submitted under oath by each bidder with and as a part of his bid. Attach additional pages lor each section as needed. SECTION 1 EXPERIENCE QUESTIONNAIRE 1. What public works projects has your organization completed? Contract Amount Ctass 01 Work When Completed Name and Address 01 Owner 1 , 11 '7 , 004. 88 Sanitary 09/2001 City of Jeffersonville 439,972.62 Street 09/2001 City of New Albany 65,900.56 Excavatior 03/2003 City of New Albany 51,883.0C Storm Swr 04/2003 City of Sellersburg 2. What public works projects has your organization now in process of construction? None When 10 be Contrac\ Amount Class of Work Completed Name and Address 01 Owner 3. Have you ever failed 10 complete any work awarded 10 you? No If so, where and why? 4. List relerences from privale firms for which you have performed work. Robert Lynn Co, 713 ~t Tabor Rd, New Albany, IN 47150 William J. Sprigler," 1712 Williamsburg Drive, Jeffersonville, IN Raintree Development LLC, 609 Erin Dr, Jeffersonville, IN 21st' Century Developers, 3027 Wolf Lake Blvd, New Albany, IN 47150 B-104 a SECTION II PLAN AND EQUIPMENT QUESTIONNAIRE 1. Explain your plan or layout for perlorming proposed work. If you intend to sublet any portion of the work, state the name and address of each subcontractor, equip- ment to be used by the subcontractor, and whether you expect to require a bond. What equipment do you intend to use for the proposed project? Have you made contracts or received offers for all materials within prices used in preparing your proposal? 2. I 3. 4. I SECTION III CONTRACTOR'S FINANCIAL STATEMENT Attachment of bidder's financial statemE1nt is mandatory. Any bid submitted without said financial state- ment as required by statute shall thereby be rendered invalid. The financial statement provided hereunder to the governing body awarding the contract must be specific enough in detail so that said goveming body can make - a proper determination of the bidder's capability for completing the project if awarded. I~ I.:p", SECTION IV OATH AND AFFIRMATION t :~-':Lc I hereby affirm under the penalties of perjury that the facts and information contained in the foregoing bid for public works are true and correct to the best of my knowledge and belief. Dated at Clarksville . this .October Inc. I r:: (Tille 01 PersDn Signing) iii ACKNOWLEDGEMENT I STATE OF Indiana COUNTY OF Clark ss: I Dan T. Cristiani President of the above Dan (T~le) . being duly sworn, deposes and says Ihat he is Cristiani Excav CO. and that the (Name 01 Organiz.ation) I answers to the questions in the foregoing questionnaires and all statements therein contained are true and correct. Subscribed and sworn to before me this 20th day of October ,~:? I$~ 'fh . ~'h1A~ N01ary Pubiic: Lisa M. Eddleman My Commission Expires: County of Residence: 10-13-2006 Floyd I I I I r\ I B-I05 ~. '. ce/ I I. I I- I- Ic:-. .~.,':.' ii'..;~:'-" . .~~:c- C;;'.~O' : '-, I,e' r" .. I I I I I 1.:;,.' :;........ ',;.,.-,. 1<,,' rt ti Ol~~~;-- "';'_.~~._'4"" " 12.0 BID FORM:S 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 AFFIDAVIT. CONTRACTOR'S BID FORM BOARD OF PUBLIC WORKS AN'D SAFETY 4TH FLOOR, CITY-COUNTY BUILDING 501 EAST COURT AVENUE JEFFERSONVILLE, INDIANA 47130 RE: TENTH STREET INTERCEPTOR SEWER, PUMP STATION, AND FORCE MAIN JOB NO. 9603D 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. ?~. C'\Sydnoy\~"",\9\9603\9603d\.ecUQn 02_"'1'J A-205 f - :'~. : -~- 1 I I ,- I 1 I ~! .- r C,\SyJ"ey\wpcloco\9\9603\9603J\oecUon 42.wpcI BID FOR: TENTH STREET INTERCEPTOR SEWER, PUM:P STATION AND FORCE MAIN JOB NO. 9603D CITY OF J.EFFERSONVILLE CLARK COUNTY, INDIANA RESPECTFULLY SUBMITTED, ...P..{'nl...9.I.~.~.t;.~.~g,~...F.:.e.s:.?Y.?J.t.g.K..g.Q.!.l...Ip.-.S.~............n...n NAM:E OF FIRM Pi;;RSON-..~-..........._.. ATTEs~.'fIfl.!..~.................._........ ...Q~.~9.~.~:::...?Q...'....~.~.Q~.....................n................m........................ DATE .;. A-213 'Ii':':" .;~ _. "'_0 f-\ ~ I I I> . .. I,... 1-:' I' f"" i . I I I I I I rl\ I' I. TENTH STREET INTERCEPTOR SE'~TER, PUMP STATION, JOB NO. 9603D AND FORCE MAIN ._________________________________________1______________--------------------------------------- ITEM APPROXIMATE DESCRIPTION WITH UNIT PRICE TOTAL AMT. NO. QUANTITY UNIT PRICE IN FOR BID WRITTEN IN WORDS NUMBERS ITEM ._----------------------------------------~----------------------------------------------------- DIVISION A 1 o TONS Crushed Limestone (Misc. Sizes) For................................................. ..~.!;.y..~?;...~!!_.~...~.Q!..1 ~o llars Per Ton o $ 7.90 $ .---------------------------------------------------------------------------------------------- 2 o TONS Bank Run Sand For................................................. .!;l~.!l.~...?:E.~...&.~l.J.Q<DolIars Per Ton o $ $ 9.66 .---------------------------------------------------------------------------------------------- 3 0 CY Formed Concrete Non-Reinforced For.....~~.q..~~~.<f.E.~!!............... .!~.~.!:~.~?::..~~..92D~ol1ars Per Cubit Yard $ 215.00 $ 0 .________________________________________+_______~----~___~~~_~_~~~M_____~_____________________ 4 0 CY Non-Formed Concrete Non-Reinforced For..9.!!_.~...g.\!.!!_.~tr.!'?~...J;'hir.ty- ..~.~.y..~._.~??:~....9.Ql..~.QCbo lIars Per Cubic Yard $ 135.00 $ 0 ._---------------------------------------~--~-------------------------------------------------- 5 o TONS Dense Grade Aggregate Type P (I.D.O.H. Specs) For................... .......................... .... ..~.~.~...~.?9....?~.!..~.9.9. Dollars Per Ton 6.75 $ o $ .---------------------------------------------------------------------------------------------- 6 Reinforcing Steel For..... ............................................ .E':i~~y....~~..??I.~Q9. Dollars Per Pound $ 80.75 OLBS $ o ._--------------------------------------~------------------------------------------------------ 7 0 SY Sod . For........ ........ ......................... ..... .,. .E'.~.'!.E....~r:~..}.Qi.~.Q OOolIars I ._______________________________~:L~~~~~~-~~!~--------------~------~-.-~~-----~-----~-.------- C:\SyJney\.,.Ioca\9\9603\9603d'Ioecuan a2.wpd A-206 'j"i..:'.: .... r- ! I I I I I S I r~; 'W". I I I II ~. " U ...., ;..... .-": :",':".,,:.; . .:.."".."..'. ,~?'-' '-.;-:" . . fIl' \;......~f~.~.~.:..~.::i ~~:2~::;:. ,. ...''''. /' --I": TENTH STREET INTERCEPTOR SEWER, PUMP STATION, JOB NO. 9603D AND FORCE MAIN ._----------------------------------------~-~--------------------------------------------------- ITEM APPROXIMATE DESCRIPTION WITH UNIT PRICE TOT AL AMT. NO. QUANTITY UNIT PRICE IN FOR BID WRITTEN IN WORDS NUMBERS ITEM .----------------------------------------------------------------------------------------------- 8 0 SY Seed, Fertilizer and Mulching For,................................"............... .~.~E.?...~.~.c:J:...~.~!..~9. Dno lIars Per Squar~ Yard $.40 $ 0 ._----------------------------------------~---------------------------------------------------- 9 o TONS INDOT, Surface Asphalt, Number 11 For.......~~~~.~J.:.~.~~................ .......':l:~~...?.9,!.~.~9...... Do lIars Per Ton $ 96.50 $ o ._---------------------------------------1----------------------------------------------------- lOlLS Connect new 12" Force Main to eXisting 14" Force Main; Junction Box with Valves and Fittings . For..1.~.~P:~.Y.:.~.~y.~P.:..J}!.~.1f..~ and One Hundred F i f t;.Y:J.i.Y.f:..;mg...QQL1QODollars Per Lump Sum $ 27,155.00 $ 27,155.00/ ._---------------------------------------~----------------------------------------------------- 11 2165 LF 12" PVC, C900 Sanitary Force M~in, Thrust Blocks For...1.~~g!.y..::~J&h_.~............... .......~.~.~...??.n.9.Q..... Dollars ._____________ Per Linear Foot $ 28.72 $ 62,178.80./' ---------------------------r----------------------------------------------------- 12 10 EA Type 'B' Manhole For.....!.~~...~3.9.~.~~~~...~~~.. Hund red ~.f.~?:~.y...~~..9..~D9lbo llars / ._____________ Per Each $ 2,280.00 $ 22,800.00 c ---------------------------~----------------------------------------------------- 13 2 EA Type 'c' Ma,nhole F or...~.~.<?....~l:.?..1!.~.?.:P.:~...~.:-:.~P.:!= y- f i v e . .....~giL.9.Q.!..!.Q.9........ Dollars / Per Each $ 2,025.00 $ 4,050.00 ._--------------------------------------~------------------------------------------------------ 14 1 EA Type 'E' Manhole For,.J'.h_E~.~...I~9.~.~.~.~.c;l;...?.:h?C Hund red S ixt y.::~.~~~..~~.0.!n.~ Dollars Per Each $ 3,665.00 $ 3,665.00./' ._--------------------------------------~------------~----------------------------------------- C:\Sydnoy\..,.loc:a\9\9603\9603d\oecuon &2.~ A-207 'I'r~;"", -p- ~. , J I I 1-. ".,.-.:;.... . 1'"-,, ~--.:,':,',. ,.,.~:~- ~:~ '. . ,--_.,.'.,..~ :,:"-:;",';".," ... I~":-. .,:~~~-;-.,: .;;' - . .,.-...,....... . .?;.!?~;~.;::::... I~.'..' .....~::.~......: . .'~, , ." . -'.i:.-,'. :/;.:..:.: .i-}<"~~~':'_; ..' ;.,:}.,~. r'~"" '~. 'tc'. 1:,".'''' :.:: 1.' ~ . " Ii.'":, re'" ' II.".', :.;...'l~'.. . .:~;~-:- ::.. \~;~~~-~(-j. ",",'.:..::":--,' 1",.,.",.,'.. .... .' I'.."" ....:,... ':0...-.... c;',j..;::,;". -'j~tt:./;:.::" Ill.......' rU~>~' \ ~=c TENTH STREET INTERCEPTOR SE'WER, PUlv.lP STATION, JOB NO. 9603D AND FORCE MAIN .-----------------------------------------~------------------------------------------------.----- ITEM APPROXIMATE DESCRIPTION WITH UNIT PRICE TOTAL AMT. NO. QUANTITY UNIT PRICE IN FOR BID WRITTEN IN WORDS NUMBERS ITEM ._----------------------------------------~----------------------------------------------------- 15 1 LS 705 gpm Lift Station, pumps, building, piping, electrical, conduit, wet well, valve pit, emergency pump out manhole, drop inlet, third rail system, access drive, fence.. .etc., complete . For...:f~9...li~~~.E.E?~...1::!!.~E.~.Y- seven Thous and For t y::.!:.~9....?B.~...Q.QD.Q9 Dollars _______________________________~~!_~~~_~__~-----------__~_~~~2~_~~~~_O____~_~~~!9~~:9~_~ 16 474 LF 18" PVC Gravity Sewer For................................................. :f.A.t..t:y...~~..&~lJ.Q.Q Dollars Per Linear Foot $ 50.69 $ 24,027.06/ ----------------------------------------~----------------------------------------------------- 17 1631 LF 15" Gravity Sewer F or...:fE..~. E.!:Y..:~.~.gb:!:............... ..~.n.~...?2.!.J9.Q...~...... Dollars Per Linear Foot $ 38.55 $ 62,875.05/' ._---------------------------------------~----------------------------------------------------- 18 192 LF 12 n Gravity Sewer For...~E..~.E.~Y..:.~~E.':.::............... .....~E.~...}Q.L~.Q.9........ Dollars Per Linear Foot $ 33.30 $ 6,393.60/' .---------------------------------------~------------------------------------------------------ 19 3 EA Air Release Valve and Manhole, Complete F or...9.~.~...~!!.9..1f.~.~P:~...~JJib:!: six ty- ~9.~E...~E.~...g.9..U.Qg Dollars Per Each $ Hundred 1,864.00 $ /' 5,592.00 . .---------------------------------------------------------------------------------------------- 20 55 SY Asphalt Pavement Restoration with Concrete Cap F or......~.~.?::E.y.::E.~E.~.E?............. .....~P:~....?~.n.Q.9........ Dollars / .___ _ Per Square Yard $ 93 . 82 $ 5 , 160 . 10 - ---------------------------------1------------------------------------------------------- . . c:\Sydnoy\wp.loes\9\9603\9603<l\oeclion a2.wpJ A-208 .;.,' II'.... R" .' . .. ;, .-;:.....: ......d "<i'. ., -........ .,~ . . o .... . I . I IJ I II r 11 I TENTH STREET INTERCEPTOR S;EWER, PUMP STATION, JOB NO. 9603D AND FORCE MAIN ---------------------------------------~------------------------------------------------------- ITEM APPROXIlV[ATE DESCRIPTION WITH UNIT PRICE TOTAL AMT. NO. QUANTITY UNIT PRICE IN FOR BID WRITTEN IN WORDS NUMBERS ITEM 21 50 LF Concrete Encasement for 18" Sewer, 12" Force Main For.......~~.~.!:Y..::'?:~~~................. ......~p.~...QQlJ.Q.9....... Dollars Per Linear Foot $ 69.00 22 113 LF Concrete Encasement for 15" Sewer, 12" Force Main F or....~A~.~.y.:_.~.~~~P................. .~:'?:~....?9.U.9g............ Dollars Per Linear Foot $ 67.70 23 70LF 6" Property Service Connection Pipe with Cleanout F or.......~~~.~.;:Y............................ .......~g.sL.~.9.Ug.Q...... Dollars Per Linear Foot $ 20.40 24 2EA 15" X 6" Wye F or.....9.~~...!:!.~!:;~E~.~...E'.?E.~.Y.- e i gh t ....~~9...9.Q.n.QQ........ Dollars Per Each $ 148.00 $ 25 2EA 18" x 6" Wye For..Ih.!-:~.~...g.~!?:~.;:~.~...1'.~.~!?_ t y- two .......~!:;~...9.Q.u.Q9...... Dollars Per Each $ 322.00 $ $ 3,450.00./ $ 7,650.10./ $ / 1,428.00 296.00/' 1 EA .---------------------------------------------------------------------------------------------- 644.00 / 26 Construction Entrance For.....~.Lgh.t...~~g.stJ;.~.sL.r..g t y .....~~.~...Q.9.n.g.Q........ Dollars Per Each $ 850.00 $ .---------------------------------------------------------------------------------------------- 850.00 ,/ 27 6EA Low Water Crossing For...r.F.Q...lh9.~.~~.n.<;1...QB~...~undred Tl:JE~.Y....~.~~....9.g.u.Q Cbollars Per Each $ 2, 130.00 $ .--------------------------------------.---------------------------~-------------------~-------- ../ 12,780.00 C:\S,..lney\~\9\9603\9603<I\o.cLion &2..."J A-209 1"'- " J 1-" I I..' . -..-. I 1 I r\ .... I t ! r, TENTH STREET INTERCEPTOR SEWER, PUMP STATION, JOB NO. 9603D . AND FORCE MAIN .----------------------------------------------------------------------------------------------- ITEM APPROXIMATE DESCRIPTIONWITH UNlTPRICE TOTALAMT. NO. QUANTITY UNIT PRICE IN FOR BID WRITTEN IN WORDS NUM:BERS ITEM 28 1,025 LF Silt Fence For................................................. Tw9....~::!:~...~.9.!..~.9.9._._.. Dollars Per Linear Foot $ /' 2,357.50 2.30 $ .---------------------------------------------------------------------------------------------- TOTAL BID PRICE FOR DIVISION A: Items 1 thru 28 = $ 490,394.21 ~ DIVISION B: STATION 22+86.55 TO STATION 50+64.66, LINE A 29 565 LF 12" Gravity Sewer F or....Q.~~...g~~.9:E.~.9:...Q!?:~...... .~!2sL.!t_Q1.1QQ....._...... Dollars Per Linear Foot $ 101.40 $ 57,291.00...... .---------------------------------------------------------------------------------------------- 30 2,243 LF 10" Gravity Sewer F or.......~.:!:!:.~.!:.Y............................ I ......~.l}Q...:UL!_.Q.Q...... Dollars Per Linear Foot 90.37 $ 202,699.91/ $ ._----------------------------~----------_._--------------------------------------------------- 31 55 LF 8" Gravity Sewer (Stub) F or....}j:.~.gE:~Y.:.~.~.g,h.t........._.... .~.~9-..}.~.U.2.~........... Dollars .__________ Per Linear Foot $ 88.18 $ 4,849.90'/ ------------------------------------------------------------------------------------ 32 Type 'B' Manhole F or.....~?...~.'h5?.~.?.~~.~...?;'~E.~e Hund red Seven t Y::.~~~....':~.~...?g.!..~QOnollars Per Each $ 2, 372 . 50 $ 18,980.00'/ 8EA ._;-----------------------------------------------------------------------~-------------------- 33 1 EA Type 'E' Manhole For.....?~~..}'h.?~.?..'?:~.~...~.~g!: t Hundred E i gE:~.Y....~E.9_...QQ.n.Q.Q Dollars / Per Each $ 6,880.00 $ 6,880.00 ._----------------------------------------~---------------------------------------------------- 34 6EA 6" Wyes For.....Q.~~...g~E.9_.E.~~...X.9.E.~Y- two .......?95L9.QiJ.Q9...... Dollars Per Each $ 142.00 852.00/ $ ._----------------------------------------~----------------------------------------------------- C:Is,.dnc:ylwpJoc.\91960319603d\o.cu0l1 02.wpJ A-21O I,...............: ,~. . J r\ I J t 1- I'.. ,'t I ", I I I I I I: I r\1 l; Ii... TENTH STREET INTERCEPTOR S~VVER, PUMP STATION, JOB NO. 9603D AND FORCE MAIN . .----------------------------------------~--------------------~--------------------------------- ITEM APPROXIMATE DESCRIPTION WITH UNIT PRICE TOTAL AMT. NO. QUANTITY UNIT PRICE IN FOR BID WRITTEN IN WORDS NUMBERS ITEM .----------------------------------------------------------------------------------------------- 35 150 LF 6" Property Service Connection Pipe with Cleanout F or..m..~~tE.E.Y............... ............. .. ....~!?:~...?~.U.~.?....... Dollars Per Linear Foot 20.90 $ 3,135.00/ $ .---------------------------------------------------------------------------------------------- 36 500 LF Asphalt Pavement/Shoulder Restoration For....~~.~.:.~Y..:~~.~.~................. ...m~E.~....9.~.U.Q.9....... Dollars Per Linear Foot $ 39.02 $ 19,510.00 /' ._---------------------------------------~-----------------------------~-----~----------------- 37 475 LF Gravel Shoulder Restoration For................................................. .$..i.~...9I~sl...~.QLJ.g.Q. Dollars ./ Per Linear Foot $ 6.40 $ 3,040.00 ._---------------------------------------+-------~--------------------------------------------- 38 1,877 LF Earthen Shoulder Restoration F or... ................ ................. ..;.......... :~~~...~~.?..?..~l~.QQ. Dollars Per Linear Foot $ 2 . 5 3 $ 4 , 7 48. 81 /' ._---------------------------------------~-------------------------------------------~--------- 39 2,700 LF Silt Fence For................................................. .~~9....?:~.~...~.?n.Q9. Dollars .____________ Per Linear Foot $ 2.22 $ 5,994.00 / ---------------------------------------------------------------------------------- 40 75 LF Gravel Driveway Restoration F or.... .:f.9.~E!: .~!;.~.................. ...... ......~~.~...~}D.9.Q...... Dollars Per Linear Foot $ / 1,119.75 $ 14.93 ._----------------------------------------~---------------------------------------------------- C:ISydneyl"'I'JOOII91960319603cl\..ct;OI' 02..,J A-211 l' I';:;~.:'.'..:." ".;':'~~ .:::t, l t ~ I I I. I I I ". I I I I I I I r'i I 1 TENTH STREET INTERCEPTOR SEWER, PUMP STATION, JOB NO. 961[)3D AND FORCE MAIN .----------------------------------------------------------------------------------------------- ITEM APPROXIMATE DESCRIPTION WITH UNIT PRICE TOTAL AMT. NO. QUANTITY UNIT PRICE IN FOR BID WRITTEN IN WORDS NUMBERS ITEM .----------------------------------------------------------------------------------------------- 41 75 LF Asphalt Driveway Restoration F or.......'!E.~.IE.Y............................ ...e.g.<:l...?l?.!.l.9.Q......... Dollars Per Linear Foot $ 30.28 $ 2,271.00 /" .---------------------------------------------------------------------------------------------- TOTAL BID PRICE FOR DIVISION B: Items 29 thru 41 = $ 331,371.37/ DIVISION 'A' TOTAL PRICE = $ 490,394.21-- DIVISION 'B' TOTAL PRICE = $ 331,371.37 /' SUM OF DIVISION 'A' + DIVISION 'B' = TOTAL BID PRICE = $ 821,765.58/ Received Addendum #1 October 10, 2003 Addendum 4/:2 October 13,' 2003 Addendum #3 October 14, 2003 C:\Sy.lney\wpdoco\9\9603\9603d\oecUon a2.wpd A-212 r\ r;, r> ! THE AMERICAN INSTITUTE OF ARCHITECTS Bond #5459227 AlA Document A311 Performance Bond KNOW ALL MEN BY THESE PRESENTS: that DAN CRISTIANI EXCAVATING CO., INC. (Here insert full name and address or legal title of Contractor) 1221 OLD HIGHWAY 31E CLARKSVILLE, IN 47129 as Principal, hereinafter called Contractor; and, GREAT AMERICAN INSURANCE COMPANY (Here insert full name and address or legal title of Surety) 580 WALNUT STREET CINCINNATI, OH 45202 as Surety, hereinafter called Surety, are held and firmly bound unto , (Here insert full name and address or legal title of Owner) CITY OF JEFFERSONVILLE, INDIANA, 1306 EVERGREEN ROAD JEFFERSONVILLE, IN 47130 as Obligee, hereinafter called Owner, in the amount of EIGHT HUNDRED TWENTY ONE THOUSAND SEVEN HUNDRED SIXTY FIVE AND 58/100 Dollars ($ 821,765.58), for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Contractor has by written agreement dated entered into a contract with Owner for (Here insert full name address and description of project) CONSTRUCTION OF A SANITARY SEWER PUMP STATION WITH TWO 705 GPM PUMPS, GUIDE RAILS AND PIPING FOR A FUTURE THIRD PUMP, CONTROLS, BUILDING, ELECTRICAL, WET WELL, 2087 LF OF 12",15" AND 18"INTERCEPTOR SEWER AND 12" FORCE MAIN, EROSION CONTROL, in accordance with Drawings and Specifications prepared by (Here insert full name and address or legal title of Architect) which contract is by reference made a part hereof, and is hereinafter referred to asthe Contract. AlA DOCUMENT A311 PERFORMANCE BONO AND LABOR AND MATERI"a. PAYMENT. BOND AlA 0 FEBRUARY 1970 EO THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., NW., WASHINGTON, D.C. 20006 1 PERFORMANCE BOND r. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if Contractor shall promptly and faithfully perform said Contract, then this obligation shall be null and void; otherwise it shall remain in full force and effect. The Surety hereby waives notice of any alteration or extension of time made by the Owner. Whenever Contractor shall be, and declared by Owner to be in default under the Contract the Owner having performed Owner's obligations thereunder, the surety may promptly remedy the default, or shall promptly 1) Complete the Contract in accordance with its terms and conditions, or 2) Obtain a bid or bids for completing the Contract in accordance with its terms and conditions, and upon de- termination by Surety of the lowest responsible bidder, or, if the Owner elects, upon determination by the Owner and the Surety jointly of the lowest responsible bidder, arrange for a contract between such bidder and Owner, and make available as Work progresses (even though there should be a default or a succession of f' Signed and sealed this 1st- day of ()~.(:'$/I,J.;.Jllt ~eo:a ~~ ~A1t~ .. Witness . c~~~ Wit.. S5 DIANE L. PHELPS defaults under the contract or contracts of completion arranged under this paragraph) sufficient funds to pay the cost of completion less the balance of the contract price but not exceeding, including other costs and damage for which the Surety may be liable hereunder, the amount of the contract price", as used in this paragraph shall mean the toral amount payable by Owner to Contractor under the contract and any amendments thereto, less the amount properly paid by owner to Contractor. Any suit under this bond must be instituted before the expiration of two (2) years from the date on which final payment under the Contract falls due. No right of action shall accrue on this bond to or for the use of any person or corporation other than the Owner named herein or the heirs, executors, adminis- trators, or successors of the Owner. Seal 2 AlA DOCUMENT A311 PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BONO AIAO FEBRUARY 1970 ED THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N. Y. AVE~ N.W., WASHINGTON, D.C. 20006 ." r". r ;\ THE AMERICAN INSTITUTE OF ARCHITECTS Bond #5459227 AlA Document A311 Labor and Mat~rial Payment Bond THIS BOND IS ISSUED SIMULTANEOUSLY WITH PERFORMANCE BOND IN FAVOR OFTHE OWNER CONDITIONED ON THE FULL AND FAITHFUL PERFORMANCE OF THE CONTRACT KNOW ALL MEN BY THESE PRESENTS: that DA.N CRISTIANI EXCAVATING CO., INC. (Here insert full name and address or legal title of Contractor) 1221 OLD HIGHWAY 31E CLARKSVILLE, IN 47129 as Principal, hereinafter called Contractor, and, GREAT AMERICAN INSURANCE COMPANY (Here insert full name and address or legal title of Surety) 580 WALNUT STREET CINCINNATI, OH 45202 as Surety, hereinafter called Surety, are held and firmly bound unto (Here insert full name and address or legal title of Owner) CITY OF JEFFERSONVILLE, INDIANA, 1306 E;VERGREEN ROAD JEFFERSONVilLE, IN 47130 as Obligee, hereinafter called Owner, for the use and benefit of claimants as hereinbelow defined, in the amount of EIGHT HUNDRED TWENTY ONE THOOSAND SEVEN HUNDRED SIXTY FIVE AND 58/100 Dollars ($ 821,765.58), (Here insert a sum equal to at least one-half of the coritract price) for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has by written agreement dated entered into a contract with Owner for (Here insert full name address and description of project) CONSTRUCTION OFA SANITARY SEWER PUMP STATION WITH TWO 705 GPM PUMPS, GUIDE RAilS AND PIPING FOR A FUTURE THIRD PUMP, CONTROLS, BUilDiNG, ELECTRICAL, WET WELL, 2087 IF OF 12",15" AND 18" INTERCEPTOR SEWER AND 12" FORCE MAIN, EROSION CONTROL, in accordance with Drawings and Specifications prepared by (Here insert full name and address or legal title of Architect) which contract'is by reference made a part hereof, and is hereinafter referred to as the Contract. I>JA DOCUMENT A311' PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND AlA 0 FEBRUARY 1970 ED THE AMERICAN INSTITUTE OF ARCHITECTS, 173S N.Y. AVE., N.W., WASHINGTON, D.C. 20006 3 I' LABOR AND MATERIAL PAYMENT BOND NOW, THEREFORE, THE CONDITION OF THIS 'OBLIGATION is such that, if Principal shall promptly make payment to all claimants as hereinafter defined, for all labor and material used or reasonably required for use in the performance of the Contract, then this obligation shall be void; otherwise it shall remain in full force and effect, subject, however, to the following condition's: (""I'i 1. A claimant is defined as one having a direct con- tract with the Principal or with a Subcontractor of the Principal for labor, material, or both, used or reasonably required for use in the performance of the Contract, labor and material being construed to include that part of water, gas, power, light, heat, oil, gasoline, telephone service or rental of equipment directly applicable to the Contract. 2. The above named Principal and Surety hereby jointly and severally agree with the Owner that every' claimant as herein defined, who has not been paid in full before the expiration of a period of ninety (90) days after the date on which the last of such claimant's work or labor was done or performed, or materials were furnished by such claimant, may sue on this bondfor the ' use of such claimant, prosecute the suit to final judgment for such sum or sums as may be justly due claimant and have execution thereon. The Owner shall not be liable for payment of any costs or expenses of any such suit. 3. No suit or action shall be commenced hereunder by any claimant: f' a) Unless claimant, other that one having a direct contract with the Principal, shall have given written notice to any two of the following: the Principal, the Owner, or the Surety above named, within (90) day . after such claimant did or performed the last of the work or labor, or furnished the las of the materials for which said claim is made, stating with substantial accuracy the amount claimed and the name of the Signed and sealed this J$j- day of ~'l a?CVJ. ~ ~/~~ LA-O..- ~'- /J/f1Il~ " (Witness) .~' ~~ ,~ . '~.'."" " (Wit ess) DIANE L. PHELPS r> party to whom materials were furnished, or for whom the work or labor was done or performed. Such notice shall be served by mailing the same by registered mail or certified mail; postage prepaid, in an envelope addressed to the Principal, Owner or Surety, at any place where an office is regularly maintained for the transaction of business, or served in any state in any manner in which legal process may be served in the state in which the aforesaid project is located, save that such service need not be made by a public officer. b) After the expiration of one (1) year following the date on which Principal ceased Work on said Contract, it being understood, however, that if any limitation embodied in this bond is prohibited by any law controlling the construction hereof such limitation shall be deemed to be amended so as to be equal to the minimum period of limitation permitted by such law. c) Other than in a state court of competent for the jurisdiction in and for the county or other political subdivision of the state in which the Project, or any part thereof, is situated, or in the United States District Court for the district in which the project or any part thereof is situated, and not elsewhere. 4. The amount of this bond shall be reduced by and to the extent of any payment or payments made in good faith hereunder, inclusive of the payment by Surety of mechanic's liens which may be filed of record against said improvements whether or not claim for the amount of such lien be presented under and against this bond. DAN CRISTIANI EXCAVATING CO.. INC. (Principal) (Seal) (Seal) I AlADOCUMENT A311 PERFORMANCE BOND AND LABOR AND MATERIAl. PAYMENT BOND AlAo FEBRUARY 1970 EO THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 'N.Y. AVE., N.W., WASHINGTON, O.C. 20006 4 " . r\ GREAT AMERICAN INSURANCE COMPANY@ I Administrative Office: 580 WALNUT STREET. CINCINNATI, OHIO 45202 . 513-369-5000 . FAX 513-723-2740 The number of persons authorized by this power of attorney is not more than SIX No. 017163 POW'ER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the 9REAT AIvlERICAN INSURANCE COrvfPA1'N, a corporation organized and existing under and by virtue of the laws of the State of Ohio, does hereby nominate, constitute and appoint the person or persons named below its tme and lawnll attomey- in-fact, for it and in its name, place and stead to execute in behalf of the said Company, as surety, any and all bonds. undertakings and contracts of suretyship, or other written obligations in the nature thereof; provided that the liability of the said Company on any such bond, undertaking or contract of suretyship executed under this authority shall not exceed the limit stated below. Steven M. GalTett William A. Kantlehner, ill Thomas J. Mitchell Name Deborah A. Yates Jeffrey A. Brown Diane L. Phelps Address all of Louisville. Kentucky Limit of Power all Unlimited This Power of Attomey revokes all previous powers issued in behalf of the attorney(s)-in-fact named above. IN WITNESS \"'HEREOF the GREAT i\IvlERIC.-"N INSlJRANCE CONfPANY has caused these presents to be signed and attested by its appropllate officers and its corporate seal hereunto affixed this 22nd day of January , 2002 Attest GREAT A!vlERICAl'~ INSURANCE COIvfPANY r, , STATE OF OHIO, COUNTY OF HAMILTON - ss: DOUGLAS R. BOWEN (513-369-3811) On this 22nd day of January, 2002 , before me personally appeared DOUGLAS R. BO\VEN, to me know-n, being duly sworn, deposes and says that he resides in Cincinnati, Ohio, that he is the Divisional Senior Vice President of the Bond Division of Great American Insurance Company. the Company described in and which executed the above illsnument; that he knows the seal of the said Company; that the seal affixed to the said instlument is such corporate seal; that it was so affixed by authority of his office under the By-Laws of said Company, and that he signed his name thereto by like authority. This Power of Attorney is granted by authority of the following resolutions adopted by the Board of Directors of Great Amelican Insurance Company by un..1llimous ,,,ritten consent dated March 1, 1993. REson'ED: That the Division President, the several Division Vice Presidents and AssistmuVice Presidents, or anyone of them, be and hereby is authorized, from time to time, to appoint one or more Attomeys-in-Fact to execute on behalf of the Company. as surety, any and all bOllds, undertakings and contracts of suretyship, or other written obligations in the nature thereof: to prescribe their respective duties and the respective limits of their authority; and to revoke any such appointment at any time. RESOLVED FURTHER; That the Company seal and the signature of any of the aforesaid officers and any Secretary or Assistant Secretary of the Company may be affixed by facsimile to any power of attomey or certificate of either given for the execution of any bond, undertaking, contract or suretyship. or other 'mitten obligation in the nature thereof; such signature and seal when so used being hereby adopted by the Company as the original signature of such officer and the original seal oj the Company, to be valid and binding upon the Company with the same force and effect as though manually affixed. CERTIFICATION I, RONALD C. HAYES, Assistant Secretary of Great American Insurance Company, do hereby certify that the foregoing Power of Attomey and the Resolutions of the Board of Directors of March 1, J993 have not been revoked and are now in full force and effect. Signed and sealed this day of S 1029T (11;01)