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BIDDER'S ITEMIZED PROPOSAL AND DECLARATIONS City of Carmel Instructions To Bidders: This form shall be utilized by all Bidders. Except as otherwise specifically provided, all Parts shall be fully and accurately filled in and completed and notarized. Project: #05-06: 116th Street and Shelborne Road Roundabout Proposal For Construction of: Reconstruction of the intersection of Shelborne Road and 116th Street to a roundabout with lighting, signage, landscaping and storm water drainage and detention. Date: OCTOBER 4. 2006 To: City of Carmel,Indiana,Board of Public Works and Safety BID-1 U:2OO6\O60371v0000'spees\front end specs 0902,doe f PART BIDDER INFORMATION (Print, 1.1 Bidder Name: MILESTONE CONTRACTORS, L.P. 1.2 Bidder Address: Street Address: 5950 SOUTH BELMONT AVENUE City: INDIANAPOLIS State: INDIANA Zip: 46217 Phone: (317) 788-6885 Fax: (317) 7B8-1098 1.3 Bidder is alan[mark onej LIMITED Individual _x Partnership Indiana Corporation Foreign (Out of State) Corporation; State: Joint Venture Other 1.4 [The following must be answered if the Bidder or any of its partners or joint venture parties is a foreign corporation. Note: To do business in or with the City of Carmel, Indiana, foreign corporations must register with the Secretary of the Stale of Indiana as required by the Indiana General Corporation Act as stated therein and expressed in the Attorney General's Opinion #2, dated(January 23, 1958.] .1 Corporation Name: .2 Address: .3 Date registered with State of Indiana: .4 Indiana Registered Agent: Name: Address: BID-2 0:12006\0603711700001spees\front end specs 0902.doe PART 2 BID PROPOSAL 2.1 Base Bid The undersigned Bidder proposes to furnish all necessary labor, machinery, tools, apparatus, materials, equipment, service and other necessary supplies, and to perform and fulfill all obligations incident thereto in strict accordance with and within the time(s) provided by the terms and conditions of the Contract Documents for the above described Work and Project, including any and all addenda thereto, for the Unit Prices applicable to the Contract Items as stated in Part 3 hereof, which Unit Prices, when multiplied by estimated unit quantities f o r such Contract Items,total TWO MILLION the THOUSAND E l GHTY FIVE AND 00/100 Dollars ($ 2,001,085.00 ). The Bidder acknowledges that evaluation of the lowest Bid shall be based on such price and further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates solely for the purpose of Bid evaluation and Contract award, and are not to be construed as exact or binding. The Bidder further understands that all Work which may result on the Contract shall be compensated for on a Unit Price basis and that the OWNER and ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to be performed or furnished under the Contract. BID-3 co 20061060371\700001specs\front mid specs 0902doc PART 3 . CONTRACT ITEMS AND UNIT PRICES Line ITEM NO. I ITEM DESCRIPTION 1ESTIMATED' UNITS I UNIT PRICE UNIT PRICEIIN WORDS) TOTAL PRICE FOR OTY i ITEM 1 105-06945 1 CONSTRUCTION ENGINEERING 1I LS S 40,000,00 I Forty Thousand Dollars and No Cents 5 40 000 00 I 2 .10599999 IOFFICE EQUIPMENT 11 LS $ 2,10000 I Two Thousand One Hundred Dollars and No Cents S 2,100.00 I3 1110.01001 MOBILIZATION AND DEMOBILIZATICN 11 LS $ 87,200.00 I Eighty Seven Thousand Two Hundred Dollars and No Cents S 67,200 El 4 1801-06775 MAINTAINING TRAFFIC 1 L5 8 23,000.00 Twenty Three Thousand Dollars and No Cents $ 23,000.00 5 20152370 'CLEARING RIGHT OE-WAY 1 LS $ 13,999.55 Thirteen Thousand Nine Hundred Ninety Nine Dollars and Fifty Five Cents S 13,999.65 6 621-05575 SODDING,NURSERY 5,645 585 $ 2,84 Two Dollars and Eighty Four Cents $ 15,031.80 7 611-06497 MAILBOX ASSEMBLY,SINGLE 9 EACH 1 $ 23700 Two Hundred Thirty Seven Dollars and No Cents S 2,13300 6 203-02020 EXCAVATION UNCLASSIFIED I 16,751 CYS 1 S 25.00 Twenty Five Dollars and No Cents $ 419,025.00 I 9 71505040 PIPE,TYPE 4,CIRCULAR,61N 4,400 LET 3 2.89 Two Collars and Eighty Nine Cents $ 12,71600 to 1718-52610 AGGREGATE FOR UNDERDRAINS 3561 CYS 15 35.60 Thirty Five Dollars and Silly Cents 5 14 097.60 11 71099153 IGEOTEXTILES FOR UNDERDRAIN _ 3,422/ 50(S 5 179 One Dollar and Seventy NineCents 5 6,125.38 12 715-05053 PIPE UNDERDRAIN OUTLET,6 IN. 761 LFT $ 18.90 6phteen Dollars and Ninety Cents 5 1,474 20 13 718-06529 OUTLET rINUI eCTOR,2 11 EACH S 708,75 Seven Hundred Eight Dollars and Seventy Five Cents $ 70375 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND. 14 802.76035 _O100IN THICKNESS _ 29 SET 5 18.90 Eighteen Dollars and Ninety Cents S 548.10 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND, 15 802.76025 0 080 IN.THICKNESS 84 SET 5 17.85 Seventeen Dollars and EgYhry Five Cents 3 S 1.49940 161802-05701 SIGN POST,SQUARE, I,.REINFORCED ANCHOR BASE 339 LFT 1S 1365 Thirteen Dollars and Sixty FiveOents 15 4-613701 17 808-75297 /TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 IN. I 16 LET I S 13.65 Thirteen Collars and Slaty FiveGents 1 S 215.40 1 'TRANSVERSE MARKINGS.THERMOPLASTIC,CROSSWALK LINE, 13 808-75300 16 IN, 89 LFT /5 3.10 Three Dollars end Ten Cents , $ 275 90 1 19 806-75301 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK LINE.24' 256 LET S 10.50 Ten Dollars and Fifty Cents 5 2,589.00 1 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE 20 60675320 INDICATION ARROW 2 EACH 5 231.00 Two Hundred Thirty One Dollars'and No Cents S 482.00 ( 21 1808-75325 [PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC.WJRD(ONLY) 1_ 2 EACH S 210.00 1 Two Hundred Ten Dollars and No Cents $ 420,00 22 x11808-06703 LINE.THERMOPLASTIC.SOLID,WHITE, 4 IN, 9331 LET 3 1.261 One Dollar anc Twenty SIX Cents $ 1,175 59 I 1805-92827 LINE,THERMOPLASTIC,SOLID,YELLOW,BIN- 863 LFT S 1.26 1 One Dollar and Twenty Six Cents $ 1.112.58 TRANSVERSE MARKINGS,THERMOPLASTIC,SOLID,YELLOW, 24 608-75260 1CPOSSFATC.H LINE, 121N. 165 LET S 3.10 1 Three Dollars and Ten Cents $ 511.50 25 808-75240 (LINE,THERMOPLASTIC,BROKEN,YELLOW,4 IN, 40 LFT $ 2.15 1 Two Collars and Fifteen Cents $ 8600 26 .606-75268 TRANSVERSE MARKING,THERMOPLASTIC. YIELD LINE,WHITE 3E LFT I S 3.10 Three Dollars and Ten Cents S 111.60 27 808-06701 LINE,THERMOPLASTIC,2'DOT,6'SKIP.WHITE,6" 1951 LET 15 3.10 Three Dollars and Ten Cents S 604.50 1 26 402.99990 ,HMA.4,76,SURFACE,R5 mm 9961 TON 5 82.00 Eighty Two Dollars and No Cents $ 81,572.00 BID-4 Page 1 of 3. erorreMnounnrmes.emsedrre PART 3 CONTRACT ITEMS AND UNIT PRICES Linel ITEM NO. I ITEM DESCRIPTION [ESTIMATED UNITS I UNIT PRICE UNIT PRICE(IN WORDS( I TOTAL PRICE FOR 25 1402-99991 HMA,4,76,INTERMEDIATE, 19 0 mm II 1,153 TON S 64.00 Sixty Four Dollars and No Cents 15 73,792.00 30 402-99992 HMA.4,76,BASE,25.0 mm 4,279 TON S 51.00 Fifty One Dollars and No Cents 1 S 216,229.00 31 402-99993 HMA,5,76,INTERMEDIATE,0G25.0 mm 2,449 TON $ 53.00 Fifty Three Dollars and No Cents $ 129,797.00 I 32 301-07448 COMPACTED AGGREGATE,NO.53,BASE 1.179 TON 15 42,00 Forty Two Dollars and No Cents $ 49,518.00I 33 502-06627 PCCP,6 IN, 144 5'Y5 I S 175.00 One Hundred Seventy Five Dollars and No Cents $ 25,200.00 34 604-07917 CURB RAMP,CONCRETE,C,MODIFIED 1 59 SYS I S 240.00 Two Hundred Forty Dollars and No Cents I$ 14,160.00 35 1604.07924 !CURB RAMP,CONCRETE L.MODIFIED 961 SYS $ 24000 Two Hundred Forty Dollars and No Cents S 23,040.00 36 1402-07433 !HMA SURFACE.TYPE B 2601 TON 1$ 8500 Eighty Five Dollars and No Cents $ 22,100.00 37 1402-07438 IHMA,INTERMEDIATE TYPE B 4331 TON 1$ 74.00 Seventy Four Dollars and No Cents $ 32 042.00 1 38 402-07441 HMA BASE,TYPE B 535 TON 1$ 52,00 Fifty Two Dollars and No Cents 5 27,820.00 1 39 1604-07921 CURB RAMP.CONCRETE,G,MODIFIED I 12 5'i5 5 29000 Two Hundred Ninety Dollars and No Cents S 3,48000 4o_605-06255 CENTER CURB,D,CONCRETE 501 SYS $ 135.00 One Hundred Thirty Five Dollars and No Cents 5 6,750,00 41 605-06146 1 ROLL CURB,MODIFIED 396 LFT $ 23.00I Twenty Three Dollars and No Cents S 9,10800 1 42 1605-06141 !COMBINED CURB AND GUTTER,TYPE II 3.721 LFT S 16.00 Sixteen Dollars and No Cents 1S 59.53600 1 43 605-06142 1 COMBINED CURB ANDGUTTER,TYPE III 3,214 LFT 5 1700 Seventeen Dollars and No Cents I $ 54,638.00 44 207.08262 !SUBGRADE TREATMENT,TYPE I 12,656 SYS 5 4.50 Four Dollars and Fifty Cents 1$ 57,652.00 45 1715-08071 PIPE,RCP,Ill,DO.3=75, 12 IN. 1,466 LFT S 33.00 ThirN Three Dollars and No Cents I$ 48.378 00 46 1715-07729 PIPE,RCP,III,D0.3=75,151P1. 1 715 LFT 5 29.00 1 Twenty Nine Dollars and No Cents I$ 20,735.00 1 47 715-07730 !PIPE,RCP.III,00.3=75, 18IN. 1 190 LFT $ 30.001 Thirty Dollars and No Cents $ 5,700001 46 715-07731 PIPE.RCP,Ill,D0,3=75,24 IN. 1 821 LFT 1 $ 43.00 ( Forty Three Dollars and No Cents $ 35,303.00 _9 720-98555 INLET,015 1 201 EACH 15 2,230.00 1 Two Thousand Two Hundred Thirty Dollars and No Cents 1 S 44,600.00 50 720.98174 INLET B15 1 161 EACH 1 5 2,23000 1 Two Thousand Two Hundred Thirty Dollars and No Cents 5 35,660.00 51 720-45410 MANHOLE.C4 9 EACH $ 2.300.00 Two Thousand Three Hundred Dollars and No Cents $ 20,700.00 52 720.45200 ICATCHBASIN C-15 3 EACH 5 2,300.00 Two Thousand Three Hundred Dollars and No Cents $ 6,900.00 53 1720-45235 (CATCH BASIN,E7 31 EACH $11 500 00 1 One Thousand Five Hundred Dollars and No Cents 5 4,500.00 54 1715-45590 !CONCRETE HEADWALL 1.5'X 3' 1 EACH $ 1,900 00 One Thousand Nine Hundred Dollars and No Cents 5 1,900.00 55 715-05049 !PIPE.HOPE,CIRCULAR,6 IN. 10 LFT S 37.00 Thirty Seven Dollars and No Cents $ 370.00 56 205-06930 SPLASHPAD,RIPRAP 5 2 TON S 240,00 Two Hundred Forty Dollars and No Cents 1$ 1.246.00 11 57 1205-06932 TEMPORARY CHECK DAM,REVETMENT RIPRAP 4 EACH 1$ 2,200.00 Two Thousand Two Hundred Dollars and No Cents 13 8,800.00 BID-4 Page 2 of 3 aioneMSOUANTIrIes wisem2a PART 3 CONTRACT ITEMS AND UNIT PRICES Liar I ITEM NO. ITEM DESCRIPTION IESTIOMTY EOI UNITS UNIT PRICE I UNIT PRICE ON WORDS) TOTAL PRICE FOR J ITEM 1 58 1205-06037 TEMPORARY SILT FENCE 1.595 LET $ 170 One Dollar and Seventy Cents $ 2.711 50 59 1521-06554 SEED MIXTURE,V 7591 LES S 2.10 Two Dollars and Ten Gents S 1,575.00 S0 521-06565 MULCHING MATERIAL 201 TON S 208.00 1 Two Hundred Eighty Eight Dollars and NO Cents 5 5,76003 61 621-06545 FERTILIZER 31 TON $ 315001 Three Hundred Fifteen Dollars and No Cents 5 945.00 67 521-06570 TOP SOIL 1,000 075 S 22.00 Twenty Two Dollars and No Cents 5 22.00090 63 802-69999 DECORATIVE STREET SIGN 5 EACH 5 1,630.00 One Thousand Six Hundred Thirty Cellars and No Cents 5 8,753.00 64 802-99999 BOLLARD INCLUDE-JO FOUNDATION 2 EACH S 2,750,00 Two Thousand Seven Hundred Fifty Dollars and No Cents S 5,500.00 65 1203402754 TRENCH BACKFILL 1 2,542 075 5 19.00 Sixteen Dollars and No Cents 5 40 E72.00 65 406.05521 'ASPHALT FOR TACK GOAT 13 TON S 3266.00 Three Hundred Twenty Six Dollars and No Cents 5 A238.00 67 621-02770 'EROSION CONTROL BLANKET 438, SY5 $ 1.42 I One Dollar and Forty Two Cents 1 S 621.95 ' 681821-01882 15900 MIXTURE,T 375 LES $ 4.80 Four Dollars and Eiger Cents IS 1,80003 1 89 1621.01004 !MOBILIZATION FOR TEMPORARY SEEDING 1 L5 1 5 1050.00 1 One Thousand Fifty Dollars and No Cents 1 5 1,05000 70110-20 STREET CUT REPAIR PER STD.DEMO 10.20 1 LS 15 irociam 1 Ten Thousand Dollars and No Cents 1S 10.000.001 TEMFORAR 71 205-04968 BARRIER r EROSION AND SEDIMENT CONTROL,TORPIDITY 3 EACH 1 S 1,830 D0 1 One Thousand Eight Hundred Thirty Dollars and No Cents 5 5,490.00 1 73 607-86703 ROUNDABOUT LIGHTING ' 1 LS 1 S 51.000.00 1 Fifty One Thousand Collars and No Cents 5 51,000.00 I 1 1 I I 1 TOTAL AMOUNT BID $ 1,938,000.00 TOTAL AMOUNT BID ON WORDS} One Million Nlne Hundred Thirty Eight Thousand Dollars and No cents BID-4 Page 3 of 3 eionEMsauAnnnss 2 iseaa PART 3 -Waterline CONTRACT ITEMS AND UNIT PRICES Line ITEM NO. ITEM DESCRIPTION ESTIMATED UNITS UNIT PRIDE UNIT PRICE 0N WoRp5) TOTAL PRICE FOR DIY _ ITEM 1 W-1 16'I1,LP.Waled Main 1_600 LEI' $ 26.00 Twenty Six Dollars and nocenls $ 41,600.00 a bV_2 1C'Tun Maly:Gmncelien 2 FA 5 3,100.00 Three Thousand One Hundred Dollars and no cents 5 6,200.00 3 W-3 '34—w Ilyd[nut assembly 4 E'l 5 110000 One Thousand One Hundred Dollars and no cents S 5,50000 4 W 4 16"Bunertly"rake I FA $ 96000 Eight Hundred and Sixty Five Dollars and No Cents $ 565.00 5 W-5 Residential lVOtcr Service(31+") tl Lel $ 900,00 Nine Hundred Dollars and No Cents 5 7,200.00_ 'o W-6 16"Winter Main Connection(Sleeve) 1 LA $ 67500 Six Hundred Seventy Five Dollars and No Gents $ 675.00 7 y Remove&YAbondon l lydrant Amembl> 1 EA g 1,045.00 One Thousandand Forty Five Dollars and No Cents S 1,045.00 $ 63,055.00 TOTAL AMOUNT BID IN WORDS)I I ff Sixty Three Thousand Eighty Flee Do liars and No Cents "REMOVE F.ABANDON HYDRANT ASSEMBLY",AND INSTALLATION OF ONE(1)"NEW HYDRANT ASSEMBLY"TO BE PAID FOR BIY CITY OF CARMEL ENGR.OFC.DUE TO PRESENCE OF WATER MAIN BID-Waterline Page 1 of 1 I'Ge a sneinerne Waleane Bid Tab s Mpl Lisa PART 3 CONTRACT ITEMS AND UNIT PRICES • • Line,IITEM NO. I ITpMDESCRIPTHIN IESTIMATEDI UNITS I UNIT Fq€CE UNIT PRICE(IN WORDS) TOTAL PRICE FOR 333333 ITEM I I 1 1105-06845 ?CONSTRUCTION ENGINEERING LS ! 1_31 1105-99959 ?OFFICE EQUIPMENT- 1 LS I. . - • 9I3i001061�FM0SILIZATION AND DEMOBILIZATION 1• 1 LS . 4 4 :501.06775 IMA!NTAINING TRAFFIC E II LS I ! .. E 33 II 5 i201-52374 CLEARING RIGHT OP WAY ,_.-py U.S I i __ _ • 16 L621-06575 !SODDING,NURSERY I 5645 SYS { 7 1611-06497 :MAILBOX ASSEMBLY;SINGLE 9i EACH � ._., _ --__�„ ___ I `. 6 :207.02020 j844XCAVATIOV.UNCLASSIFIED I 1E761 CY5 4,44 Ii 9 €715-05046 I P_ IPE,TYPE 4,CIRCULAR_61N _L 4 4001_LET ',mT _ , __ w �,,,,, _, ,,,,._ ,,, [-AGGREGATE ITS B-52610 hGGR£GATE FOR UNDERRRAINS 3961 CYS - p '..---t- , J 1 1710 9915] GEOTEXTILES FOR UNOERDRAIN 3422€ SYS I - V.I715.06063 PIPE,VNDcRDRr•IN OUTLET,SIN= ,._.` 76. LET i__.. ................?,_E{-__._..._ ....... 13 1718.06529 IDL€7{ET PROTECTOR•2 E 1: EACH 1 [ F !SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND, L € ^� • 14 80?76035 O i0017J.THICKNESS - .. .. 29 SFT • ___...., , i SIGN SHEET ENCAPSULATED LENS WITH LEGEND, 19 80276025 _30180 IN.THICKNESS. E 84I SET • TRA ...._.�. MARKINGS, 41 808297 NS? RSE HTHERMOPLASTIC,STOP LfNE4 243N: i6•�— - - W� ---T�— 16 502-0570€ SIGNPOST SQUARE I,REINFORCED ANCHOR BASE 336 LFT 75 LET ...._. .,..__.�.. .... !TRANSVERSE MARKINGS,THERMOPLASTIC.CROSSWALK LINE, 1 ` i„•r_-810875300 61N_ . 89i LFT 5-f.E08-76701 TRANSVERSE MARKINGS,THERMOPLRSTIC CROSSWALK LINE . 24" 255` LEI mm „Pe ' 21 1808.75]75 `IPA? ATIO MESSAGE MARKINGS,THERMOPLASTIC:LANE EACH : mm — v_w 10 EBOB 7477© IINRIOASEON ARROW 1 2. EACH _ PAVEMENT MESSAGE MARKINGS TNERMOPLASTiQ WORD IONLYJ 2€ EACH f 2 808-06703 LINE TkERMOo€ASTIG.SOLID bLHJ ,4'IN. 1 :9331 1ST " - • 123,-60092027 €LANE THERMOPLASTIC,SOLID,YELLOW 8IN - : 863'. LET , • _R..� PLA S_._. _.... ...... •'- TRANSVERSE MARKINGS,THERMOPLASTIC.SOLID,YELLOW, ' 24 11406-75.12610 iCROSSHATCH LINE,12 IN 165 LFT I 3 :,5043-75240 CLINE THERMOPLASTIC;BROKEN,YELLOW 4 N. t _ _ 60025298 TRANSVERSE MARKING,THHERMOPLASTIC.YIELO LINE WHITE I 361 LET. i ( .....». j.<, 27 L 806.06761 UNE THERMOPLASTIC 2 DOT:6',SKIP WHITE 8" 1951 LFC .8 402.89990 HMA C.76.SURFACE.9.5 mm • - 989. TON • 810-4 Page 1 of 3 ovmnZO I-d e:e.mrorzE V auANTIirts s,Md_a.` . . PART 3 CONTRACT ITEMS AND UNIT PRICES [ ESTIMATED T - TOTAL PRICE FOR 11(Line STEM NO [ REM OgBCRIPriON on, UNITS UNIT PAIGE I UNIT PRICE(IN WORDS} ITEM. IL I -- - - _1.154 TDN.1. • .-. . ]9 .102439991 HMA.4.76,INTERMEDIATE,19.0 mm mmm i_ L 30 402-99992 JIIMA,4.76.BASE,25 0 mm __ -I 4_2791 TON I •[ 31 ,402-89993 .11MA.5,76,.INTERMEDIATE OG250 mm I ( I •j ___.._._-� -' ].ddB TON I _.._ I d2 1301 O76d6 (C(.1LRPACTEO AGGREGATE NO..53 BASE I 11791 TON ....,..._ ._ - __1 _ i &E N'-0 Se I 627 GCP,B W � 1441 SYS� € _' € ii 1 34 1604-07917 ICURR RAMP,CONCRETE C MODIFIED 597 SYS _ +6 II 33 IHMA SURFIACEOTYPEE�E L.MODIFIED -.... -._ I 760. SYS..3...._. I- -........-.._---. _ ___.,.... ... _-:..:..._. _��..�„. I I I TON I 1 37402-07438 I HMA INTERMEDIATE,TYPE B 4331 TON ( 3881402-07441 HA BASETAE B I 5351 TON ( • i..n 504-07921 CURD RAMP CONCRETE G MODIFIED m,e 11 2 121 SYS I,,,,,,_,_,_..�,,,I -...._.,�iE, I[ 40 '605-06255 (CENTER CURB,L),CONCRETE _T__ ..- 501 j SYS I ( 41 4605 06146 IROLI.CUPS.MOOIFIEp _ 1 _..__.. mm 3961 LFT ..__,_ 1 e5- 1105-06141 (COMBINE»CURB AND GUTTER TYPEIAN_m ew...._�1 37211 LFT 1_. I I L 43 1605-08542 (COMBINED CURB AND GUTTER TYPE III ! 32141 LET I _ 1- I 1 44 1207.0a2E7 I SU3CRADE TREATMENT,TYPE1 II —_. .___I 17666: SYS iw....,..�......_....__-.._._.. ..... " , 1D O P I P E. . 1466 LET i L4s (715-07729 xPIPE,ROE III DC 34-75,151N, 7151 LET 1 E 47 1715-07730 IPIPF PCP.Iii DO 3 75.181N. 1901 LFT I 1 W 1735-07731 IPoPE RCP_51 DP3=75,240 82111 LET I (F i.A—a eB (720 98555 jINLET;C15 -- 70 EACH 1 1 _ I 501720-95174 (INLET,915 .m. —I i61{1 EACH I .—( I .__.... _ _.�.... _ - 51 1720-45410 MANNOIE,C4 I 91 EACH 53 12445-235- CATCH BASIN R7 ��— ...... m 3.�.._.... 52 1720-45200 ICATCHBASIN C-15- - . t1 3, EACH j - 1 77•1 54 /71545598 (CONCRETE HEADWALL,15X 3' "' - mot 1 EACH I i 55I715-05049 1('PIPE.HOPE CIRCUI AR 6IN 1 - ml LET I p':• (. 5 57 205--069372 1TEMPDRA _ .�. •( 5s 7 AD,RIPRAP _ r 5,21_TiON _ I ,.,.. . { % 1205-0693] �IE MPORARY SILT FENCE ����� / 1565 EACH ( � . I RY CHECR DAM REV€Tf3EN7RIPRAP _ 4. LFT 9 : , 1 • .. ' ', BID-4 Page 2 of 3 nT:2405 uwnuoeocycen'Biw1ENSOUPJ4TmES rnsebn w • Co ,s6 or) )(0) 1 + (nlernv nrr '67 ' '2 s y rfid Cam. s l°1/09/z • ' , GLQ c- 47, -7- Fnrm'I'rescflilcd by State hoard of Acnunnls 900549-4508367 Comm!Porn No.99 I'(Kee. 1967) CITY OF CARMEL-TOPICS LEGALS To: INDIANAPOLIS NEWSPAPERS 307 N PENNSYLVANIA ST - PO BOX 445 COUNTY, INDIANA INDIANAPOLIS, IN 46206-0145 PUBLISHER'S CLAIM LINE COUNT Display Mater-(Must not exceed two actual lines, neither of which $ yhal I total more than lout solid lines of the type in which the body of the advertisement is set). Number of equivalent lines Head-Numbernl Lines $ . Body- Number of lines $ $ - Tail -Number of lines $ Total number or lines in notice COMPUTATION OF CHARGES 51.0 lines I ccLunms wide equals 151.0 equivalent $ 7429 lines at.492 emits per line Additional charge for notices containing rule and figure work(50 per cent or $ . above amount) Charges for extra proofs or puhl'cation ($1.00 for each proof in excess of Iwo) $ -00 $ .00 TOTAL AMOUNT OF CLAIM $ DATA FOR COMPUTING COST $ . Width of single column 7.83 ems Side of type 5.7 point S - $ Number of insertions 2.0 S 7429 Purstrmu ea the pwi'/s(ons and penalties of Clvapeer I55,Acts of 1953, thereby certify that the foregoing account is just and correct.that the amount claimed is Legally due,after allowing all just credits.and that no part of the same has been paid. DATE: 09/72/2006 A_ ii . / �/ sa I Clerk Title 900549-4508367 PUBLISHER'S AFFIDAVIT NOTCETO BIDDERS clis tenrmegroerana State of hldiana SS'. Notlrp.is 8ereby siren That the Board m pubes worse and MARION County 'Safely for Tae City or Carmel. 9e moon Ron Coo nly. rndiani will na 'i° eao fn �e' n ticn a uieo Personally appeared before me.a notary public in and For said county and stale. -nirr .ttcta the undersigned Stacey McCullough who, tieing duly sworn,says that SIIL is clerk 8189-85L-Lif r ♦531Ewn53aa134 h'as aauapaax i/7 I tIle of the INDIANAPOLIS NEWSPAPERS a DAILY STAR newspaper o1'general circulation ale 3 ASZ loud JOUaix3IOhaful coy let- printed and published in the English language in the city of INDIANAPOLIS in state 9NDNIVd ibe • 11i97WNVI89 -�e. Irma and county aforesaid, and llwt the printed matter attached hereto is a true copy, and . L8D8-SZZ-LIE 'a,,, .1014a1K3/A01.lallll.obi which was duly published in said paper for 2 tinle(s), between the dates oft saainsu d n Tee aeuips3laaaj an 09115/21106 and 09/22/2006 to 6uquled e9$ deiuna peas '__; .e.d;.'- he - i/d. e,I< Clerk 8626-09L-BB8-f a Title d%358V3AOE/Sd3L.in- - Alm a n9 5VWI15333113 be 31 POJn$UI- le. Subscribed and sworn to bclore me Oil 09/22/2006 pawea fi;55 ad AJO5 . rat 'Taal lEMiAaa - • n 1 aolti3l.xa• �'da01N31N1 !DNIINIV4I-V t Nolaty Public e dStaS6- b;ad' Oq..- agwaytfs ltdu ya "OFFICIALSEAI I Fo 2iNI dl154[ i My eomnlissioll expires: - a B1dVd lVr- - I ! Notary Public,Stare of Indiana 6uIJaM17J II4 e MyC mmission Exp.05/062011 010Pd t t. 48 PRESCRIBED FORMULA SitS-60b-VIE) L6EZ-9LL(L C lICA COLUMN -94 POINT PUBLISHED I TIME =.339 i S31VIN�!-53 383 aauawa aas,u or- INT5/5.7 PT. TYPE - 16,49 PU BT.[SHED 2 'I'1MFS=.509 u 1u 13,eu edoasp e' EMS!250-.06596 SQUARES FU BLIS FFD 3 TIMES=.679 16 SQUARES x S5.14- .339 CENTS PER LINE PUBLISHED 4 TIMES= .848 91910 ♦• •• • •� 0816-968(LIE) PART 3 CONTRACT ITEMS AND UNIT PRICES Un4I ITEM NO. I ITEM DESCRIPTION IESTIIMATEDI UNITS I UNIT PRICE UNIT PRICE ON WORDS) I TOTAL PRI E FOR SD '61L06.654 SEED MIXTURE, II 750( LBS I Ill_A I—_.- I I ..�.__ 6o Ib2I-0655S MULCHING MATERIAL _ 201 TON I �-,. 1 1 '671-06545 'FERTILIZER _ _1 31 TON I 1 _,,,_1 Co (621-06570 __TOP SOIL _, two, CYS I ,,. :_83 I802-99999`f 64 IB01-99999 1BOLlARDIINCLUDING FOUNDATION --� 7�_EACH 1 � �._�1 65 707-07754 (TRENCH BACKFILL ri 1 2.5421 CYS 1 I ' 66 40G-05521 'ASPHALT FOR TACK COAT ' 131 TON J,_ �I f 67 1U21-02770 'EROSION CONTROL BLANKET I 0381 SYS .,__ 63 '621-01362 I SEED MIXTURE,T 1 3751 LBS 1 ∎ _ 69 'G 1 11321-01004 'MOBILIZATION FOR TEMPORARY SEEDING I 11 LS 1 I 1 70 11040 STREET CUT REPAIR PER STD.DWG,10-20 ' II LS ' ( : 11 1205-04963 BARRIER 31 EROSION AND SEDIMENT CONTROL,TURBIDITY 3I EACH ' ' �I807.8670° ROUNDABOUT LIGHTING I II LS , I I I I TOTAL AMOUNT BID:IE TOTAL AMOUNT BID(IN WORDS): 8104 Page 3 of 3 C.?3OSe&O371U000Os:m BDITENSWMm116S«...+n.:. PART 3-Waterline CONTRACT ITEMS AND UNIT PRICES Linn ITEM NO. ITEM DESCRIPTION ESTIMATED UNITS UNIT PRICE UNIT PRICE IIN WORDS) TOTAL PRICE FOR ow ITEM t NI-1 16'al?.Water Main 1.600 LFT 2 W-2 16"Tap Valve Connection _ __ _ ,2 EA _ __ _� _ 3 , IN-3 New Hydrant Assembly 5 _ EA _ _. M w4 16"Butterfly Valve I EA ' -'~4 5 W-5 Residential Water Service(3/4') S EA 6 _ w6 16"Water Main Connection(Sleeve) I EA— —+— �— -- — T VII-7 Remove&Abandon Hydrant Assembly I EA S TOTAL AMOUNT BID(IN WORDS): ""REMOVE&ABANDON HYDRANT ASSEMBLY",AND INSTALLATION OF ONE(1)"NEW HYDRANT ASSEMBLY"TO BE PAID FOR BY CITY OF CARMEL ENGR.OFC.DUE TO PRESENCE.OF WATER MAIN • BID-4 Waterline Page 1 of 1 oaw,mw:ICOcCO rsr f trim 4 a•..eem.+vu.rtne Bid Tad cunt IuO.n PART 4 CONTRACT DOCUMENTS AND ADDENDA 4.1 The Bidder agrees to be bound by the terms and provisions of all Contract Documents as defined in the Standard General Conditions and incorporates such Contract Documents herein by reference. 4,2 The Bidder acknowledges receipt ofthe following addenda: ADDENDUM NUMBER DATE 09/29/2005 2 09/29/200€ 3 10/03/2006 CLARIF]CAT rON TO AOOENOEM #3 VIA E-MAIL 10/03/2006 5;10 P.M. BID-5 a:120061060371170000\specslfront end specs 0902.duc PART S EXCEPTIONS Instructions 7'o Bidders: 5.1 The Bidder shall fully state each exception taken to the Specifications or other Contract Documents in Section 5.3 of this Part 5.2 Bidder is cautioned that any exception taken by Bidder and deemed by OWNER to be a material qualification or variance from the terms of the Contract Documents may result in this Bid being rejected as non-responsive. 5.3 Exceptions.' NONE BID-6 0'.1200610607711700001specs\front end specs 9902 doe BIDDER'S ITEMIZED PROPOSAL AND DECLARATIONS City of Cannel Instructions To Bidders: This form shall be utilized by all Bidders. Except as otherwise specifically provided, all Parts shall be fully and accurately filled in and completed and notarized. Project: #05-06: 1161h Street and Shelborne Road Roundabout Proposal For Construction of: Reconstruction of the intersection of Shelborne Road and 116th Street to a roundabout with lighting, signage, rr�� landscaping and storm water drainage and detention. Date: L�OL'�(e� �l 2 V O .`(o To: City of Carmel,Indiana,Board of Public Works and Safety • • BID-1 o'120061060371\7000o\specslfiont end specs 0912.doe PART 1 BIDDER INFORMATION (Print) 1.1 Bidder Name: CQC�E� 2 - l��.Q\hER , " 1.2 Bidder Address: Street Address: 2 T4l J, City: \ub itt- State: 113 Zip: 410Z-E-'� Phone: 3C( 33`'l.-01 y > Fax: 3i1 "33`I- I I 1.3 Bidder is a/an[mark one] Individual Partnership X Indiana Corporation Foreign (Out of State) Corporation; State: Joint Venture Other 1.4 [The following must be answered if the Bidder or any of its partners or joint venture parties is a foreign corporation. Note: To do business in or with the City of Carmel, Indiana,foreign corporations must register with the Secretary of the State of Indiana as required by the Indiana General Corporation Act as stated therein and expressed in the Attorney General's Opinion #2, dated January 23, 1958.] .1 Corporation Name: .2 Address: .3 Date registered with State of Indiana: .4 Indiana Registered Agent: Name: Address: BID-2 0:\2006\060371\70000\specs\Gont end specs 0902.doc PART 2 BID PROPOSAL 2.1 Base Bid The undersigned Bidder proposes to furnish all necessary labor, machinery, tools, apparatus, materials, equipment, service and other necessary supplies, and to perform and fulfill all obligations incident thereto in strict accordance with and within the time(s) provided by the terms and conditions of the Contract Documents for the above described Work and Project, including any and all addenda thereto, for the Unit Prices applicable to the Contract Items as stated in Part 3 hereof, which Unit Prices, when multiplied by estimated unit quantities for such Contract Items,total emE TMwiOt4 4 #CMDQQb 14"°1- 514 7Nw5Ar'D 5r1..1-10140.49 MINEtY 4 %OdDollars ($ 111 )toc1il.95 )• The Bidder acknowledges that evaluation of the lowest Bid shall be based on such price and further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates solely for the purpose of Bid evaluation and Contract award, and are not to be construed as exact or binding. The Bidder further understands that all Work which may result on the Contract shall be compensated for on a Unit Price basis and that the OWNER and ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to be performed or furnished under the Contract. BID-3 0:\2006\060371\70000\specs\front end specs 0902.doc PART 3 - f CONTRACT ITEMS AND UNIT PRICES I Line ITEM NO. I ITEM DESCRIPTION 1ESTO YTED UNITS UNIT PRICE UNIT PRICE ON WORDS) TOTAL PRICE Foe I ITEM I 105-06845 !CONSTRUCTION ENGINEERING 1 LS S 23,000.00 Twenty-three thousand dollars $ 23,00100 2 105-99999 OFFICE EQUIPMENT 1 LS S 1,300.00 One thousand three hundred dollars $ 1,300.00 3 110-01001 _MOBILIZATION AND DEMOBILIZATION 1 LS $ 85,000.00 Eiohty4rve thousand dollars $ 85.00000 4 801-08775 MAINTAINING TRAFFIC 1 LS _ 3 35,000.00 ThIRy-fore thousand dollars S 35,000,00 5 201-52370 CLEARING RIGHT OF WAY 1 LS $ 50,000.00 Fifty thousand dollars $ 50,000.00 6 521-05575 SODDING,NURSERY 5,645 SYS S 2.75 Two 8.75/100 dollars S 15.523.75_ _ 7 -611-06497 MAILBOX ASSEMBLY,SINGLE 9 EACH 3 150.00 Onehundred-fifty dollars $ 1,350.00 8 203-02020 EXCAVATION,UNCLASSIFIED 16,761 CYS $ 1850 Eighteen 8501106 dollars $ 310,07850 9 715-05048 PIPE,TYPE 4,CIRCULAR,6 IN. 4.400 LET $ 100 Three dollars $ 13,200.00 10 718-52510 AGGREGATE FOR UNDERDRAINS 396 0Y5_ 5 40.00 Forty dollars 5 15,840.00 11 718-99153 GEOTEXTILES FOR UNDERDRAIN 3,422 SYS 3 1.00 One dollar $ 3422.00_ 12 715-05053 PIPE,UNDERDRAIN OUTLET,6IN, 78 LFT 3 12.50 Twelve 8 50/100 dollars 5 975.00_ 13 718-06529 OUTLET PROTECTOR,2 I 1 EACH $ 50066 • Five Modred dollars $ 500.00 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND, I 14 802-76035 0.100 IN. THICKNESS 29 SET $ 18.00 Eighteen dollars 5 522.00 SIGN.SHEEP,ENCAPSULATED LENS WITH LEGEND, 15 802-76025 0,080 IN,THICKNESS 64 SFT $ 17.00 Seventeen dollars $ 1.428.00 16 802-05701 ISIGN POST,SQUARE, 1,REINFORCED ANCHOR BASE 338 LFT S 300 Three dollars S 1,014.00 17 818-75297 TTRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 IN. 16 LET 5 000 Eight dollars S 128.00 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK LINE, 18 808-75300 BIN, I 89 LET $ 1.00 One dollar 5 89.00 1s 808-75301 TRANSVERSE MARKINGS.THERMOPLASTIC,CROSSWALK LINE, 24' 256 LFT $ 8.00 Oght dollars $ 2,048.00 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE 20 808-75320 INDICATION ARROW 2 EACH 5 200.00 Two hundred dollars 5 40D.00 21 008-75325 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD(ONLY) I 2 EACH $ 300.00 Three hundred dollars 5 600.00_ 22 806-06703 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. 933 LFT $ 1 D One dollar 5 933.00 23 806-92027 LINE,THERMOPLASTIC,SOLID,YELLOW,8ir. 853 LET $ 2.00 Two dollars $ 1,766.00 TRANSVERSE MARKINGS, THERMOPLASTIC SOLID.YELLOW, ' 24 808-75260 CROSSHATCH LINE, 12 IN. 165 LFT 5 100 Three dollars $ 495.00 25 808-75240 LINE THERMOPLASTIC,BROKEN YELLOW,4 IN_ 40 LFT $ 1.00 One dollar $ 40.00 26 808.75298 TRANSVERSE MARKING, THERMOPLASTIC,YIELD LINE,WHITE 36 LFT $ 20.00 Twenty dollars 5 720.00 27 808-06701 LINE.THERMOPLASTIC,2'DC!,6'SKIP WHITE,8' - 195 LET $ 1.00 One dollar $ 19510 23 402-99990 HMA 4,76,SURFACE,9.5 mm 996 TON 5 66.00 Sohy-6hr dollars 3 65,73600 29 402-99991 IHMA,4, 76, INTERMEDIATE,19.0 mm I 1,1531 TON S 5800 Fifty-eight dollars $ 66,874.00 12104 Page I of 3 x:ralerN&Es narpl00S Estrnamilp-hetrxne Fl curd<bat%loTEMSOWHIrnES,e.yegn Mm PRICES PART 3 CONTRACT ITEMS AND UNIT PRICES Line I ITEM NO. ITEM DESCRIPTION IESTIOiYTEDI UNITS UNIT PRICE UNIT PRICE(IN WORDS) I TOTAL IPPRICE FOR 30 402-99992 HMA,4,76,BASE.25.0 mm 4,279 TON $ 55.00 Fifty-five dollars $ 235,34500 31 402-99993 HMA,5,76,INTERMEDIATE,OG25.0 mm 2,449 TON S 51.00 Fifty-one dollars S 124.899.00 32 301-07448 COMPACTED AGGREGATE,NO.53,BASE 1,179 TON S 1500 Fifteen dollars $ 17,685.00 33 502-06627 PCCP,6 IN. 144 SYS S 45.00 1 Forty-five dollars $ 6,480.00 34 604-07917 CURB RAMP,CONCRETE,C,MODIFIED 59 SYS S 100.00 One hundred dollars S 5,900.00 35 604-07924 CURB RAMP.CONCRETE,L,MODIFIED 96 SYS $ 100.00 One hundred dollars S 9,600.00 I 36 402-07433 HMA SURFACE,TYPE B 260 TON $ 105.00 One hundred five dollars $ 27,300.00 37 402-07438 HMA INTERMEDIATE,TYPE B 433 TON $ 85.00 Eighty-flye dollars $ 36,60500 38 1402-07441 HMA BASE,TYPE B 535 TON $ 55.00 Fifty-five dollars $ 29,425.00 39 604-07921 CURB RAMP,CONCRETE,G,MODIFIED 12 SYS S 100.00 One hundred dollars $ 1,200.00 40 605-06255 CENTER CURB,D,CONCRETE 1 50 SYS $ 100.00 One hundred dollars $ 5.000.00 41 605.06146 ROLL CURB,MODIFIED I 396 LFT $ 25.00 Twenty-five dollars $ 9,900.00 42 605-06141 COMBINED CURB AND GUTTER,TYPE II 3,721 LFT $ 12.00 Twelve dollars $ 44,652.00 43 605-06142 COMBINED CURB AND GUTTER,TYPE III 3,214 LFT $ 1200 Twelve dollars $ 38,568,00 44 207-08262 SUBGRADE TREATMENT,TYPE I 12,856 SYS S 4.00 Four dollars S 51,42400 45 715-08071 PIPE,RCP,III,D0.3=75, 12 IN. 1,466 LFT $ 25.00 Twenty-five dollars S 36,65000 48 715-07729 PIPE,RCP.III,DO.3=75,15 IN. 7151 LFT S 30.00 Thirty dollars I S 21,450.00 47 715-07730 PIPE,RCP,III,DO.3=75, 18 IN. 190 LET $ 35.00 Thirty-five dollars S 6.650.00 48 715-07731 PIPE,RCP,III,D0.3=75,24 IN. 821 LFT S 40.00 Forty dollars S 32,84000 49 1720-98555 INLET,C15 - 20 EACH S 2,300.00 Two thousand three hundred dollars $ 46,000.00 50 720.98174 INLET,815 16 EACH $ 2.30000 Two thousand three hundred dollars $ 36,800.00 51 720-45410 MANHOLE,C4 9 EACH $ 2,400.00 Two thousand four hundred dollars $ 21.60000 52 720-45200 CATCHBASIN C-15 3 EACH $ 2,500.00 Two thousand five hundred dollars $ 7,500.00 53 720-45235 CATCH BASIN,E7 3 EACH S 2,300,00 Two thousand three hundred dollars $ 6,900.00 54 715-45590 CONCRETE HEADWALL,1.5'X 3' 1 EACH S 500.00 Flve hundred dollars S 500.00 55 715-05049 PIPE,HDPE,CIRCULAR.6 IN. 101 LFT $ 20.00 Twenty dollars S 200.00 58 205-06930 SPLASHPAD,RIPRAP _ 5.2 TON $ 100.00 One hundred dollars S 52000 57 205-06932 TEMPORARY CHECK DAM,REVETMENT RIPRAP 4 EACH $ 25000 Two hundred fifty dollars $ 1,000.00 58 205-06937 TEMPORARY SILT FENCE _ 1,595 LFT $ 1.90 One&90/100 dollars S 3,03050 59 621-06554 SEED MIXTURE,U 750 LBS $ 2.60 Two 8 60/100 dollars S 1,950.00 60 621-06565 MULCHING MATERIAL 201 TON S 400,00 Four hundred dollars S 8.00000 BID-4 Page 2 of 3 K!346rq 4 Er!vingl230!EsumatovlSnetoorno Round iym61¢IoITEM50U4NrmES,e to 2I WIN PRICES PART3 CONTRACT ITEMS AND UNIT PRICES Llnel ITEM NO. ITEM DESCRIPTION IESTIIMyTEO UNITS 1 UNIT PRICE 1 UNIT PRICE ON WORDS) TOTAL PRICE FORT ]1}I 111 _ ITEM 81 621-06545 FERTILIZER 3 TON S 400.00 Four hundred dollars I s 1,200.00 62 621-06570 TOP SOIL 1,0001 CYS $ 2.50 Two 850/100 dollars $ 2,500,00 83 80259999 DECORATIVE STREET SIGN 5 EACH $ 1,600.00 One thousand six hundred dollars $ 8,000.00 64 802-99999 BOLLARD INCLUDING FOUNDATION 2 EACH 5 2,750.00 Two thousand seven hundred fIIlly dollars S 5,500.00 85 203-02759 TRENCH BACKFILL 2.542 CYS $ 15.00 Fifteen dollars S 38130.00 66 406-05521 ASPHALT FOR TACK COAT 13 TON 5 250.00 Two hundred suty dollars $ 3.380.00 67 621-02770 EROSION CONTROL BLANKET 438 SYS 5 1.40 One 40/100 dollars 6 313.20 56 621-01882 SEED MIXTURE,T 375 LBS $ 3.40 Three 840/100 dollars 5 1,27500 69 621-01004 MOBILIZATION FOR TEMPORARY SEEDING 1 LS S 50000 Five hundred dollars $ 500.00 70 10-20 STREET CUT REPAIR PER STD.DWG. 10-20 1 LS $ 2,500.00 Two thousand 1r a hundred dollars $ 2,500.00 TEMPORARY EROSION AND SEDIMENT CONTROL,TURBIDITY 71 205-04968 BARRIER 3 EACH $ 300.00 1 Three hundred dollars $ 900.00 73 307-85700_ ROUNDABOUT LIGHTING 1 LS 6 50,wax F- thousand dollars $ 50.000.00 TOTAL AMOUNT BID: $ 1,688448.95 TOTAL AMOUNT BID(IN WORDS): One million six hundred elghy-eight thousand tour hundred ferry-elpht&95.1100 dollars BID-4 Page 3 of 3 xvua*n9 a Edbaatnyuooe EAMPtipsaaeanee Routl AbaareIDITEUSowalTrIEs rs,aeR11 wmI PRICES PART 3-Waterline - CONTRACT ITEMS AND UNIT PRICES Line ITEM NO. ITEM DESCRIPTION ESTIOM yTEO UNITS UNIT PRICE UNIT PRICE(IN WORDS) TOTAL PRICE FOR ITEM 1 W 1 16'D.I.P.Water Main 1,600 CET $ 15.00 Fifteen dollars S 24,000,00 2 W-2 16"Tap Valve Connection 2 EA $ 400000 Four thousand dollars $ 8,000.00 3 00.3 New Hydrant Assembly 5 EA $ 500 00 Five hundred dollars $ 2,500 00 4 W-4 16"Butterfly Valve 1 EA $ 500 00 Five hundred dollars $ 500.00 5 W-5 Residential Water Service(3/4") S EA $ 1 503.00 One thousand five hundred dollars $ 12,000.00 6 W-6 16"Water Main Connection(Sleeve) 1 EA $ 500 00 Frve hundred dollars $ 500.00 7 VJ_7 Remove&Abandon Hydrant Assembly I EA $ 750.00 Seven hundred fifty dollars $ 750.00 $ 48,250.00 TOTAL AMOUNT BID(IN WORDS): Forty eight thousand two hundred fifty dollars "REMOVE&ABANDON HYDRANT ASSEMBLY",AND INSTALLATION OF ONE(1)"NEW HYDRANT ASSEMBLY"TO BE PAID FOR BY CITY OF CARMEL ENGR.OFC.DUE TO PRESENCE OF WATER MAIN BID-4 Waterline Page 1 of 1 K:101amp a e,mvtiquroe Etta& Si.em,e Rand AEwtln ah Sheemh Wawa.6a Tab Mel LSrl MTH PRICES PART 4 CONTRACT DOCUMENTS AND ADDENDA 4.1 The Bidder agrees to be bound by the terms and provisions of all Contract Documents as defined in the Standard General Conditions and incorporates such Contract Documents herein by reference. 4.2 The Bidder acknowledges receipt of the following addenda: ADDENDUM NUMBER DATE a `%A Sep(eM(3CR Z ,ata 2 thngE2 Z.C:k1N eie 3 ©CCo3ea r 200c BID-5 o:12006 1 060371 170000\specs1front end specs 0902.doc • PART 5 EXCEPTIONS Instructions To Bidders: 5.1 The Bidder shall fully state each exception taken to the Specifications or other Contract Documents in Section 5.3 of this Part. 52 Bidder is cautioned that any exception taken by Bidder and deemed by OWNER to be a material qualification or variance from the terms of the Contract Documents may result in this Bid being rejected as non-responsive. 5.3 Exceptions: 1V BID-6 62006%060371170000 specslfioot end specs 0902.doc BIDDER'S ITEMIZED PROPOSAL AND DECLARATIONS I City of Carmel Instructions To Bidders_ This form shall be utilized by all Bidders. Except as otherwise specifically provided, all Pans shall be fully and accurately fi lled in and completed and notarized. . Project: #05-06: 116th Street and Shelborne Road Roundabout • Proposal For Construction of: Reconstruction of the intersection of Shelborne Road and 116th Street to a roundabout with lighting, signage, landscaping and storm water drainage and detention. Date: October 4, 2006 To: City of Carmel, Indiana, Board of Public Works and Safety •'I `II I • ■ BID-1 012006106037]\700001specslffnnt end specs 0902.doc PART 1 BIDDER INFORMATION (Print) 1.i BidderName: Rieth-Riley Construction Co. , Inc. 1.2 Bidder Address: Street Address: 1751 W. Minnesota St. , PO Box 276 City: Indianapolis State: _ IN Zip: 46206 Phone: 317/634-5561 Fax: 317/631-6423 1.3 Bidder is a/an [mark one] Individual Partnership x Indiana Corporation foreign (Out of State) Corporation; State: Joint Venture Other 1.4 [The following must be answered if the Bidder or any of its partners or joint venture parties is a foreign corporation. Note: To do business in or with the City of Carmel, Indiana, foreign corporations must register with the Secretary of the State of Indiana as required by the Indiana General Corporation Act as stated therein and expressed in the Attorney General's Opinion #2, dated January 23, 1958.] .1 Corporation Name: .2 Address: .3 Date registered with State of Indiana: .4 Indiana Registered Agent: Name: Address: BID-2 0:120061060371170000\specs\Gont end specs C902.doc • I PART 2 BID PROPOSAL rn 2.1 Base Bid The undersigned Bidder proposes to furnish all necessary labor, machinery, tools, apparatus, materials, equipment, service and other necessary supplies, and to perform and fulfill all obligations incident thereto in strict accordance with and within the time(s) provided by the terms and conditions of the Contract Documents for the above described Work and Project, including any and all addenda thereto, for the Unit Prices applicable to the Contract Items as stated in Part 3 hereof, which Unit Prices, when multiplied by estimated unit quantities for such Contract Items, total See Itemized Proposal Dollars ($ ). The 4 Bidder acknowledges that evaluation of the lowest Bid shall be based on such price and further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates solely for the purpose of Bid evaluation and Contract award, and are not to be construed as exact or binding. The Bidder further understands that ail Work which may result on the Contract shall be compensated for on a Unit Price basis and that the OWNER and ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to be performed or furnished under the Contract. N I N Li PI I S F,„._ . • BID-3 o:12`i0061060371170000Lspec'1ront end specs 0902.doc PART_3 CONTRACT ITEMS AND_UNIT PRICES Line I ITEM NO. 1 ITEM DESCRIPTION IESTIMATED' UNITS I UNIT PRICE I UNIT PRICE(IN WORDS) I TOTAL IPRI E FOR OTY 1 105-06845 CONSTRUCTION ENGINEERING 1 LS $29.50000 Twenty Nine Thousand Five Hundred Dollars And No Cents $ 29,500.00 2 105-99999 OFFICE EQUIPMENT 1 , LS $2,000.00 Two Thousand Dollars And No Cents $ 2,000.00 3 110-01001 MOBILIZATION AND DEMOBILIZATION 1 LS $97,753.00 Ninety Seven Tlousard Seven Hundred Fifty Three Dollars And No Cents $ 97,753.00 4 801-06775 MAINTAINING TRAFFIC 1 LS $76,510.00 Seventy SG Thmsard Fhe Hundred Ten Dollars And No Cents $ 76,510.00 5 201-52370 CLEARING RIGHT OF WAY 1 LS $14,660.00 Fourteen Thousand 9x Hundred Sixty Dollars And No Cents $ 14,660.00 60 621-06575 SODDING,NURSERY 5,645 SYS $6.00 Six Dollars And No Cents $ 33,870.00 7 611-06497 MAILBOX ASSEMBLY,SINGLE 9 EACH $277.00 Two Hundred Seventy Seven Dollars kid No Cents $ 2,493.00 8 203-02020 (EXCAVATION,UNCLASSIFIED 16,761 CYS ' $19.00 Nineteen Dollars kid No Cents $ 318,45900 9 715-05048 PIPE,TYPE 4,CIRCULAR,6 IN. 4.4001 LFT ( $7.00 Seven Dollars Arai No Cents $ 30,800.00 10 718-52610 AGGREGATE FOR UNDERDRAINS 3961 CYS $44.00 Fury Fa AM r Dollars A No Cents $ 17,424.00 11 718-99153 GEOTEXTILES FOR UNDERDRAIN 3,4221` SYS $3.00 Three Dollars And No Cents $ 10,266.00 12 715-05053 PIPE,UNDERDRAIN OUTLET,6 IN. 78 LFT $15.00 Fifteen Dollars And No Cents $ 1,170.00 13 718-06529 OUTLET PROTECTOR,2 1 EACH I $563.00 Five Hundred Spry Three Dollars And No Cents $ 563.00 14 802-76035 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND, 29 SFT $20.00 Twenty Dollars And No Cents $ 580.00 0.100 IN.THICKNESS 15 802-76025 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND, 84 SET $19.00 Nineteen Dollars And No Cents $ 1,596.00 0.080 IN.THICKNESS 16 802-05701 SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE 338 LFT $14.00 Fourteen Dollars And No Cents $ 4,732.00 17 808-75297 TRANSVERSE MARKINGS.THERMOPLASTIC,STOP LINE.24 IN. 16 LFT $22.00 Twenty Two Dollars And No Cents $ 352.00 18 808-75300 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK LINE, 89 LFT $4.00 Four Dollars And No Cents $ 356.00 6 IN. 19 808-75301 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK LINE,24' 256 LFT $22.00 Twenty Two Dollars kid No Cent $ 5.632.00 20 808-75320 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE 2 EACH $222.00 Two Hundred Twenty Two Dollars And No Cents $ 444.00 INDICATION ARROW 21 808-75325 PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC,WORD(ONLY) 2 EACH $222.00 Two Hundred Twenty Two Dollars And No Cents $ 444.00 22 808-06703 LINE,THERMOPLASTIC,SOLID,WHITE.4 IN. 933 LFT $1.00 One Dollar Arid No Cents $ 933.00 23 808-92027 LINE,THERMOPLASTIC,SOLID,YELLOW,8 IN. 883 LFT $600 9x Dollars Ard No Cents $ 5298.00 24 808-75260 TRANSVERSE MARKINGS,THERMOPLASTIC,SOLID,YELLOW. 1651 LFT $11.00 Seven D,)Itars AM No Carols $ 1,815.00 CROSSHATCH LINE,12 IN. 25 808-75240 LINE,THERMOPLASTIC,BROKEN,YELLOW,4 IN. 40 LFT $1.00 One Dollar And No Cents $ 40.00 26 808-75298 TRANSVERSE MARKING,THERMOPLASTIC,YIELD LINE,WHITE 36 LFT $6.00 Stx Dollars And No Cents $ 216.00 27 808-06701 LINE,THERMOPLASTIC,2'DOT,6'SKIP,WHITE.8" 195 LFT 56.00 _ Six Dollars And No Cents $ 1,170.00 2B 402-99990 HMA,4,76,SURFACE,9.5 mm 996 TON $81.00 Eighty One Dollars And No Cents $ 80,676.00 29 402-99991 HMA,4,76,INTERMEDIATE,19.0 mm 1.153 TON $57.00 Fifty Seven Dollars And No Cents $ 65,721.00 BID-4 Page 1 of 3 ¢w..,yweESTri s+wnI2nIs7'aIfTEMSOUANTITn;s w,a.aa2A3 PART_3 C.ONTRACT ITEMS AND UNIT PRICES LIneI ITEM NO. I ITEM DESCRIPTION IES OTMTEDI UNITS 1 UNIT PRICE I UNIT PRICE ON WORDS) I TOTAL IPRI E FOR 30 1402-99992 IHMA,4,76,BASE,25.0 mm 4,2791 TON $51.00 Fifty One Dollars And No CenBI $ 218,229.00 31 402-99993 HMA,5,76.INTERMEDIATE,0G25.0 mm 2.449 TON $53.00 Fifty Three Dollars And No Cents $ 129,797.00 32 301-07448 COMPACTED AGGREGATE,NO.53,BASE 1,179 TON $22.00 Twenty Two Dollars AM No Cent $ 25,938.00 33 502-06627 PCCP,6 IN. 144 SYS $112.00 One Hundred Twehe Dollars AM No Cents $ 16,128.00 34 604-07917 CURB RAMP,CONCRETE,C,MODIFIED 59 SYS $150.00 One Hundred Fifty Dollars AM No Cents $ 8,850.00 35 604-07924 CURB RAMP,CONCRETE,L,MODIFIED 96 SYS $150.00 One Hundred Fifty Dollars AM No Cent $ 14,400.00 36 402-07433 HMA SURFACE,TYPE B 260 TON $78.00 Seventy Eight Dollars AM No Cenu $ 20,280.00 37 402-07438 HMA INTERMEDIATE,TYPE B 433 TON $59.00 Fifty Nine Dollars PM No Cent $ 25,547.00 38 402-07441 HMA BASE,TYPE B 535 TON $56.00 Fifty Six Dollars And No Cent $ 29,960.00 39 1604.07921 CURB RAMP,CONCRETE.G,MODIFIED 12 SYS $150.00 One Hundred Hfty Dollars AM No Cents $ 1,800.00 40 605-06255 CENTER CURB,D,CONCRETE 50 SYS $150.00 One Hundred Fifty Dollars AM No Cents $ 7,500.00 41 605-06146 ROLL CURB,MODIFIED 396 LFT $20.00 Twenty Dollars AM No Cent!$ 7,920.00 ' 42 605-06141 COMBINED CURB AND GUTTER,TYPE II 3.721 LFT $14.00 Fourteen Dollars AM No Cents $ 52.094,00 43 605-06142 COMBINED CURB AND GUTTER,TYPE III 3,214 LFT $1500 Fifteen Collars And No Cents $ 48,210.00 44 207-08262 SUBGRADE TREATMENT,TYPE I 12,856 SYS $6.00 SM Dollars AM No Cent $ 77.136.00 45 715-08071 PIPE,RCP,III,D0.3=75,12 IN. 1,466 LFT $58.00 Fifty Eght Dollars PM No Cent $ 85,028.00 46 715-07729 PIPE.RCP,Ill,DO.3=75,15 IN. 715 LFT $85.00 Dghty Five Dollars AM No Cents $ 60.775.00 47 1715-07730 PIPE,RCP,III,DO.3=75,18 IN. 190 LFT $10000 One Hundred Dollars And No Cent $ 19.000.00 48 715-07731 I PIPE,RCP.III,00.3=75,24 IN. 821 LFT $110.00 One Hundred Ten Dollars And No Cent $ 90,310.00 49 720-98555 INLET,C15 20 EACH $2.480.00 Two Thousand Four Hundred Eighty Dollars AM No Cents $ 49,600.00 50 720-98174 INLET,B15 161 EACH $2,50000 Two Thousand Fhe Hundred Dollars And No Cents $ 40,000.00 51 720-45410 MANHOLE,C4 EACH $2,650.00 Two Thousand 519 Hundred Fifty Collars AM No Cents $ 23,850.00 52 720-45200 CATCHBASIN C-15 3 EACH $2,530.00 Two Thousand Five Hundred Thirty Dollars AM No Cent $ 7,590.00 53 720-45235 CATCH BASIN,E7 3 EACH $1,750.001 One Thousand Seven Hundred Fifty Cellars AM No Cent)$ 5,250.00 54 715-45590 CONCRETE HEADWALL,1.5'X 3' 1 EACH $892.00 Flight Hundred Ninety Two Dollars AM No Cents $ 892.00 55 715-05049 PIPE,HDPE,CIRCULAR.6 IN. 10 LFT $55.00 Fifty Five Dollars And No Cents $ 550.00 56 205-06930 SPLASHPAD,RIPRAP 5.2 TON $95.00 Ninety Five Dollars And No Cents $ 494.00 57 205-06932 TEMPORARY CHECK DAM,REVETMENT RIPRAP 4 EACH $222.00 Two Hundred Twenty Two Dollars PM No Cents $ 888.00 58 205-06937 TEMPORARY SILT FENCE 1,595 LFT $2.00 Two Dollars AM No Cents $ 3,190.00 59 621-06554 SEED MIXTURE.U 750 LBS $3.00 Three Dollars AM No Cents $ 2,250.00 BID-4 Page 2 of 3 1 w..,y s11m.mml2ois7ua1EMsowwnnES a is.en.n. PAW C-ONIRACI ITEMS-AND_UNIT PRICES • tin.1 ITEM NO. I ITEM DESCRIPTION IES onTEDI UNITS I UNIT PRICE I UNIT PRICE(IN WORDS) I TOTAL PRICE FOR 60 621-06565 MULCHING MATERIAL 20 TON 1 5453.00 Four Hundred Fifty Thee Dollars Net No Cents $ 9.060.00 61 621-06545 FERTILIZER 3 TON $454.00 Four Hundred Fifty Four Dollars And No Cents $ 136200 62 621-06570 TOP SOIL 1,000 CYS $38.00 Thirty Eight Dollars And No Cents $ 38,000.00 63 802-99999 DECORATIVE STREET SIGN I 5 EACH $1,720.00 One Thousand Seven Hundred Twenty Dollars And No Cents $ 8,600.00 64 802-99999 BOLLARD INCLUDING FOUNDATION 2 EACH $2,910.00 Two Thousand Nine Hundred Ten Dollars Aril No Cents $ 5,820.00 65 203-02754 TRENCH BACKFILL 2,5421 CYS $41.00 Forty One Dollars And No Cents $ 104,222.00 66 406-05521 ASPHALT FOR TACK COAT 131 TON $333.00 Three Hundred Thirty Three Dollars And No Cents $ 4,329.00 67 621-02770 EROSION CONTROL BLANKET 438 SYS $200 Two Dollars And No Cents $ 876.00 68 621-01882 SEED MIXTURE,T 375 LBS $4.00 Four Dollars And No Cents $ 1,500.00 69 621-01004 MOBILIZATION FOR TEMPORARY SEEDING 1 LS $532.00 Fite Hundred TNM Two Dollars And No Cents'$ 532.00 70 10-20 STREET CUT REPAIR PER STD.DWG.10-20 1 LS $2.370.001 Two Thousand Three Hundred Seventy Dollars And No Cents S 2370.00 TEMPORARY EROSION AND SEDIMENT CONTROL,TURBIDITY 71 205-04968 3 EACH $919.00 Nine Hundred Nineteen Dollars And No Cents $ 2,757.00 BARRIER 73 807-86700 ROUNDABOUT LIGHTING 1 LS $54,240.00 Fifty Four Thousand Two Hundred Forty Dollars And No Cents $ 54,240.00 TOTAL AMOUNT BID: $ 2,112,597.00 TOTAL AMOUNT BID(IN WORDS): Two Million One Hundred Twelve Thousand Flve Hundred Ninety Seven Dollars And No Cents • • BID-4 Page 3 of 3 1 w...ymesT na.nI2.oIsnwDlTeusoua4nnes reasae2.a PART_3=Waterline CONTRACT ITEMS AND UNIT PRICES Line ITEM NO. ITEM DESCRIPTION ESTIMATED UNITS UNIT PRICE UNIT PRICE(IN WORDS) TOTAL PRICE FOR Off ITEM 1 W-1 16"D.I.P.Wafer Main 1,600 LET $ 37.00 Thirty Seven Dollars And No Cents $ 59,200.00 2 W-2 16"Tap Valve Connection 2 EA $ 417.00 Far Hundred Seventeen Dokars And No Cents $ 834.00 3 W-3 New Hydrant Assembly 5 CA $ 2,940.00 Two Thousand Nine Hundred Forty Dollars AM No Cents $ 14,700.00 4 W-4 16"Butterfly Valve I EA $ 419.00 Fan Hundred Nineteen Dollars And No Cents $ 419.00 5 W-5 Residential Wafer Service(3/4") 8 IA $ 913.00 Nine Hundred Tbhteen Dollars Pal No Cents $ 7.304.00 6 W-6 16"Water Main Connection(Sleeve) I EA $ 419.00 Four Hunted Nineteen Dollars AM No Cents $ 419.00 7 W-7 Remove R Abandon Hydrant Assembly 1 FA $ 527.00 Five Hundred Twenty Seven Dollars AM No Cents $ 527.00 $ 83,403.00 TOTAL AMOUNT BID(IN WORDS): Eighty Three Thousand Four Hundred Three Dollars And No Cents "'"REMOVE&ABANDON HYDRANT ASSEMBLY",AND INSTALLATION OF ONE(1)"NEW HYDRANT ASSEMBLY"TO BE PAID FOR BY CITY OF CARMEL ENGR.OFC.DUE TO PRESENCE OF WATER MAIN BID-4 Waterline Page 1 of 1 I.vwr.,ouES.vna.0.12u157191aTS.rswurrmes nW.mn.i. • PART 4 CONTRACT DOCUMENTS AND ADDENDA 4.1 The Bidder agrees to be hound by the terms and provisions of all Contract Documents as defined in the Standard General Conditions and incorporates such Contract Documents herein by reference. 4.2 The Bidder acknowledges receipt of the following addenda: ADDENDUM NUMBER. DATE • 1 9/28/2006 2 9/29/2006 3 10/3/2006 II BID-5 o:12006\060371\70000\specs\front end specs 0902.doc PART 5 EXCEPTIONS 1 {' Instructions To Bidders: 5.1 The Bidder shall fully slate each exception taken to the Specifications or other Contract Documents in Section 5.3 of this Part. 5.2 Bidder is cautioned that any exception taken by Bidder and deemed by OWNER to be a material qualification or variance from the terms of the Contract Documents may result in this Bid being rejected as non-responsive. 5.3 Exceptions: I None. • BID-6 o:\20061060371\70000\specs\front end specs 0902.doc I • BIDDER'S ITEMIZED PROPOSAL AND DECLARATIONS City of Carmel Instructions To Bidders: This form shall be utilized by all Bidders. Except as otherwise specifically provided, all Parts IIshall be fully and accurately filled in and completed and notarized. Project: #05-06: 116th Street and Shelborne Road Roundabout m Proposal For Construction of: Reconstruction of the intersection of Shelborne Road and e 116th Street to a roundabout with lighting, signage, landscaping and storm water drainage and detention. Date: October 4, 2006 To: City of Carmel, Indiana, Board of Public Works and Safety q II p q II p I II p I BID-1 o:12006\060371\700001specs\front end specs 0902.doc PART 1 BIDDER INFORMATION (Print) 1.1 Bidder Name: Calumet Asphalt Paving Co. , Inc. 1.2 Bidder Address: Street Address: 5265 East 96th Street City: Ind i.anapo L is State: IN Zip: 46240 Phone: (317) 571-8900 Fax: (317) 571-8924 1.3 Bidder is a/an[mark one] Individual Partnership x Indiana Corporation Foreign (Out of State) Corporation; State: Joint Venture Other 1.4 [The following must be answered if the Bidder or any of its partners or joint venture parties is a foreign corporation. Note: To do business in or with the City of Carmel, Indiana,foreign corporations must register with the Secretary of the State of Indiana as required by the Indiana General Corporation Act as stated therein and expressed in the Attorney General's Opinion #2, dated January 23, 1958.] .1 Corporation Name: .2 Address: .3 Date registered with State of Indiana: .4 Indiana Registered Agent: Name: Address: BID-2 0:\2006\060371\70000\specs\Gant end specs 0902doc LI PART 2 BID PROPOSAL 2.1 Base Bid The undersigned Bidder proposes to furnish all necessary labor, machinery, tools, apparatus, materials, equipment, service and other necessary supplies, and to perform and r' fulfill all obligations incident thereto in strict accordance with and within the time(s) u provided by the terms and conditions of the Contract Documents for the above described Work and Project, including any and all addenda thereto, for the Unit Prices applicable to ® the Contract Items as stated in Part 3 hereof, which Unit Prices, when multiplied by estimated unit quantities for such Contract Items, total Two million One Hundred Twenty Nine Thousand Seven Hundred severPollarS ($ 2, 129,707.00 ). The Bidder acknowledges that evaluation of the lowest Bid shall be based on such price and further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates solely for the purpose of Bid evaluation and Contract award, and are not to be construed as exact or binding. The Bidder further understands that all Work which may result on the Contract shall be compensated for on a Unit Price basis and that the OWNER and ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to be performed or furnished under the Contract. I I I I I I I II I. BID-3 o:\2006\060371\70000\specs\fiont end specs 0902.doc PART 3 - CONTRACT ITEMS AND UNIT PRICES - UnaI ITEM NO. I ITEM DESCRIPTION IEST9A TED( UNITS I UNIT PRICE 1 PRICE PRICE(IN WORDS( I TOTAL PCE FOR ITEM I 1 1195-06845 (CONSTRUCTION ENGINEERING 11 IS I$ 25,00000 I Twenty Five Thousand Dollars 8 no cents I S 25,000.00 2 10549999 OFFICE EQUIPMENT 11 LS $ 2,500.00 1 Tyro Thousand Five Hundred Dollars&no cents $ 2,50000 3 110-01001 MOBILIZATION AND DEMOBILIZATION I 11 LS $ 125,00000 I One Hundred Twenty Five Thousand Dollars&no cents $ 125,00.00 4 801-06775 (MAINTAINING TRAFFIC 11 LS I$ 50.00000 I Fifty Thousand Dollars&no cents $ 50,000.00 5 201-52370 CLEARING RIGHT OF WAY 1 LS 5 53,00.0 Fifty Three Thousand Dollars&no cents 1$ 53000.00 8 621-06575 SODDING.NURSERY 5,645 SYS $ 7.00 Seven Dollars&no cents 1$ 39,515.00 1 7 611-06497 MAILBOX ASSEMBLY,SINGLE I 9 EACH 5 185.00 One Hundred Eighty Flue Dollars&no cents I$ 1,68500 1 8 203-02020 (EXCAVATION UNCLASSIFIED 16.761 CYS I$ 30.00 Thirty Dollars&no cents 1$ 502,830.00 9 715-05048 PIPE.TYPE 4,CIRCULAR,6 IN. 4,400 LFT 5 4.03 Four Dollars&no cents 1$ 17,600.0 10 1718.52610 AGGREGATE FOR UNDERDRAINS 396 CYS $ 34.0 1 Thirty Four Dollars&no cents $ 13,464.0 II 1718-99153 IGEOTEXTILES FOR UNDERDRAIN 3422 SYS 1$ 1.70 One Dollar&seventy cents 5 5,817.40 12 1715-05053 IPIPE,UNDERORAIN OUTLET,BIN. 78 LET 1$ 16.00 Sixteen Mars&no cents $ 1.24800 13 718-06529 'OUTLET PROTECTOR.2 1 EACH 1$ 675.0 SIX Hundred Seventy Five Dollars&no cents 5 875.0 14 802-76035 10 10 N.THICKNESS SUTAtED LENS WITH LEGEND, 291 SFr $ 18.00 I Eighteen Dollars&no cents $ 522.00 SIGN.SHEET.ENCAPSULATED LENS WITH LEGEND. 15 602-76025 0.001N.THICKNESS 841 SET Si 17.00 1 Seventeen Dollars&no cents $ 1,428,00 18 02-05701 (SIGN POST.SQUARE.1,REINFORCED ANCHOR BASE 3381 LFT 1 S 13.0 1 Thirteen Dollars&no cents 1$ 4,394.00 17 808-75297 TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 IN. 16 LFT S 8,0 1 Eight Dollars&no cents 1$ 128.0 TRANSVERSE MARKINGS,THERMOPLASTIC.CROSSWALK LINE, 18 808.7530 6IN, 89 LFT S 1.0 One Dollar&no cents $ 8900 19 808-75301 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK LINE,24' 2581 LFT 5 8,0 Eight Dollars&no cents $ 2,048.00 !PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC.LANE 1 20 08-75320 INDICATION ARROW 2 EACH $ 200.00 Two Hundred Dollars&no cents 5 400.00 21 08-75325 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD(ONLY) I 2 EACH $ 3000 Three Hundred Dollars&no cents $ 800.0 I 22 1808-06703 LINE,THERMOPLASTIC,SOLID,WHITE,41N. 933 LET 5 1.00 One Dollar&no cent; $ 933.00 1 23 1808-92027 ILINE,THERMOPLASTIC,SOLID,YELLOW,8IN. 1 883 LFT 1$ 2.00 Two Dollars&no cents $ 1,766.00 'TRANSVERSE MARKINGS,THERMOPLASTIC.SOLID,YELLOW. 80875260 24 CROSSHATCH LINE,12 IN. 165 LFT 1$ 30 Throe Dollars&no cents $ 495.00 25 1808-75240 ILINE,THERMOPLASTIC.BROKEN,YELLOW.4 IN. 40 LFT 1$ 1.00 One Dollar&no cents I$ 40,0 26 808-75298 TRANSVERSE MARKING.THERMOPLASTIC,YIELD LINE,WHITE 361 LFT $ 20.00 Twenty Dollars&no cents $ 720,0 27 808-06701 LINE,THERMOPLASTIC,2'DOT,6'SKIP,WHITE,8' 1951 LFT $ 1.00 One Dollar&no cents 1$ 195.00 28 402-99990 HMA,4,76,SURFACE,9.5 mn1 996 TON 1 s 80.00 Eighty Dollars&no cents 1$ 79,680.00 29 402-99991 HMA.4,78.INTERMEDIATE,19.0 mm 1,153 TON $ 54.00 Fifty Four Ddtars&no cents $ 62,282.0 30 402-99992 HMA.4,76,BASE,25.0 nun 1 4,2791 TON $ 480 Forty Eight Dollars&no cents S 205,392.0 BID-4 Page 1 of 3 C1wcww«u.m Saee.w.m.vooi ewuq.ITwrowan Im.o.,FYpvxU79113r.ad au Form PART 3 CONTRACT ITEMS AND UNIT PRICES - Una I ITEM NO. I ITEM DESCRIPTION I ES 4 TED' UNITS I UNIT PRICE I UNIT PRICE(W WORDSI TOTAL PRICE FOR ITEM 31 402-99993 HMA,5,76,INTERMEDIATE,0625.0 mm 2,419 TON $ 5400 I Fifty Four Dollars&no cents $ 132246.00 32 301-07448 COMPACTED AGGREGATE.NO.53,BASE 1,179 TON S 24.00 Twenty Four Dollars&no cents $ 28,296.00 33 502416627 PCCP.6 IN. I 144 SYS $ 80.00 Sixty Dollars&no cents I$ 8,64000 I 34 160407917 CURB RAMP CONCRETE,C.MODIFIED 59 SYS $ 138.00 One Hundred Thirty Eight Dollars&no cents I$ 8,142.00 35 1604-07924 CURB RAMP,CONCRETE,L,MODIFIED 96 SYS I$ 138.00 One Hundred Thirty Eight Dollars&no cents 1$ 13.248.00 36 1402-07433 HMA SURFACE.TYPE B 260 TON 1 S 64.00 Sixty Fax Dollars d no Cents $ 18,640.00 37 1402-07438 HMA INTERMEDIATE,TYPE B 433 TON 1$ 55.00 Fifty FNe Dollars&no cents $ 23,815.00 38 402-07441 IHMA BASE,TYPE B 535 TON 1$ 60.00 Sixty Dollen&no cents $ 32,100.00 39 60407921 !CURB RAMP CONCRETE,G.MODIFIED 12 SYS $ 105.00 1 One Hundred Five Dcdlars&no cents $ 1,26000 40 1605-08255 10ENTER CURB,D,CONCRETE 50 SYS $ 103.00 1 One Hundred Dollars&no cents S 5,000.00 1 42 605-06141 COMBINED CURB IAND GUTTER,TYPE II 3.7211 LFT $ 14.00 1 Fourteen Dollars&no cents S 52.094.00 43 1605-06142 COMBINED CURB AND GUTTER.TYPE III 3,2141 LFT $ 14.00 Fourteen Dollen&no cents 1$ 44,996.00 44 207-08262 SUBGRADE TREATMENT,TYPE I 12,8561 SYS $ 4.40 Fax Oollers&lofty cents I4$ 56,586.40 45 715-08071 PIPE,RCP,III,00.3=75,121N. 1,4661 LFT $ 33.00 TNrty Three Dollars&no cents I$ 48,378.00 48 1715-07729 PIPE,RCP,III,DO.3=75,15 IN. 715 LET $ 51.00 Fifty One Dollars&no cents $ 38,485.00 47 171507730 PIPE,RCP,III,D0.3=75,18 IN. 190 LFT $ 38.00 Thirty Eight Ddlan&no cents $ 7,220.00 48 1715-07731 PIPE,RCP,III,DO.3=75,24 IN. 821 LET $ 50.00 Fifty Dollars&no cents $ 41,050.00 1 49 720-98555 'INLET,C15 _ 201 EACH $ 1 800.00 1 One Thousand Eight Hundred Dollars&no cents S 36,000.00 50 721188174 1INLET,1315 16 EACH $ 1,900.00 1 One Thousand Nine Hundred Dollars&no cents $ 30,400,00 51 720-45410 MANHOLE,C4 9 EACH $ 2,500.00 Two Thousand Five Hundred Dollars&no cents 1$ 22,500.00 _52 720-45200 ICATCHBASIN C-15 3 EACH $ 2.700,00 Two Thousand Seven Hundred Dollars&no cents 1 5 8,100.00 53 720-45235 'CATCH BASIN.El 31 EACH $ 1,900.00 One Thousand Nine Hundred Dollars&no cents $ 5,700.00 54 71545590 CONCRETE HEADWALL.1.5'X 3' 11 EACH $ 2,000.00 1 Two Thousand Dollars&no cents 1$ 2.00000 55 715-05049 PIPE,HDPE CIRCULAR.61N. 10 LFT $ 33.00 Thirty Three Dolton&no cents 1$ 330.00 56 205-06930 SPLASHPAD,RIPRAP 1 5.2 TON $ 90.00 Ninety Dollars&no cents $ 468.00 57 1205-06932 TEMPORARY CHECK DAM,REVETMENT RIPRAP 1 4 EACH $ 750.00 Sawn Hundred Filtty Dollars&no cents $ 3,000,00 5e 205-08937 TEMPORARY SILT FENCE 1.595 LFT $ 2.00 Two Ddlan&no cents 1$ 3,190.00 59 621-06554 (SEED MIXTURE,U 750 LBS $ 2.50 Two Dollen&fifty cents $ 1,875.00 BO 621-06565 1MULCHING MATERIAL 1 20 TON $ 408.00 1 Four Hundred Eight Dollars&no cents $ 8.160.00 el 621-06545 FERTILIZER 1 31 TON 1 S 408.03 1 Four Hundred Eight Dollars&no cents I S 1,224.00 BID-4 Page 2 of 3 C. eotti„p.nm.nno.as save.n.mnw.y Intirnat rtl.eour■9n.BS all rem, PART j. CONTRACT ITEMS AND UNIT PRICES ILIre I ITEM NO. I ITEM DESCRIPTION IESTWATEDI UNITS I UNIT PRICE UNIT PRICE(IN WORDS) I TOTAL PRICE FOR ITEM 821621-06570 (TOP SOIL 1,000 CYS I$ 11.00 Eleven Dollars 8 no cents $ 11,000.00 I 63 802-99999 I DECORATNE STREET SIGN 5 EACH $ 1552.00 One Thousand Five Hundred Fifty Two Dollars 8 no cents $ 7,780.00 84 1802-99999 (BOLLARD INCLUDING FOUNDATION 2 EACH $ 2520,00 Two Thousand Six Hundred Twenty Dollars 8 no cents $ 5240.00 85 203-02754 'TRENCH BACKFILL 2,5421 CYS $ 20.00 I Twenty Dollars 8 no cents $ 50,840.00 66 406-05521 'ASPHALT FOR TACK COAT 13 TON $ 300.00 I Three Hundred Dollars 8 no cents $ 3,800,00 57 621-02770 1 EROSION CONTROL BLANKET 438 SYS $ 1.40 I One Dollar 8 forty cents 5 613.20 88 621-01882 SEED MIXTURE,T 375 IBS $ 3.40 Three Dollars B forty cents $ 1,275.00 I 69 621-01004 MOBILIZATION FOR TEMPORARY SEEDING 1 1 LS $ 480.00 1 Four Hundred Eighty Dollars 8 no cents I$ 480,00 70 10-20 STREET CUT REPAIR PER STD.DWG.10-20 1 LS $ 14,000,00 Fourteen Thousand Dollars 8 no cents S 14,00.00 TEMPORARY EROSION MID SEDIMENT CONTROL,TURBIDITY 71 20504968 BARRIER 3 EACH $ 700.00 Seven Hundred Dolan 8 no cents $ 2,100.00 73 807-88700 ROUNDABOUT LIGHTING I 1 LS $ 48,905.00 Forty Eight Thousand Nine Hundred Five Dollars 8 no cents $ 48,905.00 I TOTAL AMOUNT BID: $ 2,036,107.00 TOTAL AMOUNT BID(IN WORDS): Two Million Thirty Ws Thousand One Hundred Seven Dollars IL no coots BID-4 Page 3 of 3 cvxe,nwnn anal s.emc.m..a.noc i secant.oo,..y%man.FY..CLR7eawe aN Sn roan PART 3-Waterline CONTRACT ITEMS AND UNIT PRICES - Line ITEM NO. ITEM DESCRIPTION ESTIMATED UNITS UNIT PRICE UNIT PRICE(IN WORDS) TOTAL PRICE FOR Off ITEM 1 W 1 16'D.LP.Water Main _ 1,600 f.F I 5 40 00 Forty dollars&no cents $ 64,000.00 2 _ VV-2 16"Tap Valve Connection 2 EA 5 2,700.00 Two Thousand Seven Hundred dollars&no cents 5 5,400.00 3 W-3 Ncw Hydrant Assembly 5 EA 5 1,700.00 One thousand seven hundred dollars&no cents 5 8.500.00 4 W 4 16"Butterfly Valve 1 EA $ 1,70090 One thousand seven hundred dollars&no cents 5 1,700,00 5 W-5 Residential Water Service(3/4") R CA 5 1,20003 One thousand two hundred dollars&no cents 5 9,50090 6 W 6 16"Water\lain Connection(Sleeve) I EA 5 2,7C0 00 Two thousand Seven Hundred dollars&no cents $ 2,703.00 7 W-7 Remove h Abandon Ilvdrant Assembly 1 EA 5 1,700.00 One thousand seven hundred dollars&no cents 5 1,703.00 S 93,600.00 TOTAL AMOUNT BID SIN WORDS): Ninety Three Thousand Six Hundred and 00/100 Dollars '-"REMOVE 8 ABANDON HYDRANT ASSEMBLY",AND INSTALLATION OF ONE(1)"NEW HYDRANT ASSEMBLY"TO BE PAID FOR BY CITY OF CARMEL ENGR.OFC.DUE TO PRESENCE OF WATER MAIN BID-4 Waterline Page 1 of 1 c Wec n.,is..e s.me.vwv.env4v mcum.ealEsime s000ssheemre a rramwate tine se Fenn PART 4 CONTRACT DOCUMENTS AND ADDENDA 4.1 The Bidder agrees to be bound by the terms and provisions of all Contract Documents as defined in the Standard General Conditions and incorporates such Contract Documents herein by reference. 4.2 The Bidder acknowledges receipt of the following addenda: it ADDENDUM NUMBER DATE One September 28, 2006 Two September 29, 2006 Three October 3, 2006 it BID-5 o:120061060371170000\specs\front end specs 0902.doc I PART 5 n EXCEPTIONS (� Instructions To Bidders: I 5.1 The Bidder shall fully state each exception taken to the Specifications or other Contract Documents in Section 5.3 of this Part 5.2 Bidder is cautioned that any exception taken by Bidder and deemed by OWNER to be a material qualification or variance from the terms of the Contract Documents may result in this Bid being rejected as non-responsive. (� 5.3 Exceptions: None r I I I p ii 11 I I BID-6 0:\2006\060371170000\specs\front end specs 0902 doe