The URL can be used to link to this page

Home My WebLink AboutBid Information and Packets BIDDER'S ITEMIZED PROPOSAL AND DECLARATIONS TINS, City of Carmel . J Ilts'n_rrcton.e 70 Bidders: • This fame shall be utilized by oli Bidders. Except as otherwise specifically provided. as • Parts shall be Jzdly and accurately filled in and completed and notarized - -. Project: RAiNGELINE RD. ROUNDABOUT • Proposal For Construction of ; Intersection Improvement Ranceline Rd. and Smokey Row Rd. (1.36`'_St.l Roundabout in Hamilton County -� Project No. 06-19 Bate: MAY 21 , 2008 To: City of Carmel, Indiana, Board of Public Works and Safety • • LEO-1 • • PART 1 • BIDDER INFORM kT '0y (Print) Ll Bidder Name: E & B PAVING, INC. L2 Bidder Address: Street Address: — 17042 MIDDLETOWN AVE. • City: NOBLESVILLE State: IN Zip: 46060 Phone: 317-773-4132 Fax: 317-773-4137 1.3 Bidder is elan funk one] Individual Partnership X Indiana Corporation Foreign (Out of State) Corporation; State:. Joint Venture Other 1.4 (The following-must he answered if the Bidder or any of us 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 Stcue of Indiana as required by the Indiana Genera! Corporation Act as stated therein and expressed in the Attorney General's Opinion #2, dated January 23, 1958.] .1 Corporation Name: _`— -- -- Address: - , 3 Date registered with State of Indiana: .4 Indiana Registered Agent: Name: Address: • BID-2 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, any and all addenda thereto, for the Unit Prices applicable to the Contract hems as stated in Part 3 hereof, which Unit •- __ : Prices. when multiplied by estimated unit quantities for such Contract Items, total EIGHT HUNDRED SEVENTEEN THOUSAND, FOUR HUNDRED DOLLARS AND FIFTY-SIX CENTS Dollars (S 817,400.56 ). The Bidder acknowledges that evaluation of the lowest Bid shall be based on such price and farther 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 finished under the Contract- BID-3 . i; CONTRACT ITEMS AND UNIT PRICES ITEM DESCRIPTION ESTIMATED UNITS Unit Price Total Price `+" No. QUANTITY , ��- SECTION 0001 ITEMS i �� 001 CONSTRUCTION ENGINEERING 1.00 LS $15,000.00 $15,000.00 002 FIELD OFFICE,B 6.00 MOS $2,200.00 $13,200.00 003 MOBILIZATION AND DEMOBILIZATION 1.00 LS $41,300.00 $41,300.00 004 CLEARING RIGHT OF WAY 1.00 LS $16,520.00 $16,520.00 005 PAVEMENT REMOVAL 1,675.63 SYS $10.00 $16,756-00 006 TRAFFIC SIGNAL EQUIPMENT,REMOVE 1.D0 LS $4,000.00 $4,00000 007 EXCAVATION, COMMON 951.00 CYS $50.00 $47,550.00 008 BORROW 1,630.00 CYS $10.00 $16,300.0 009 TEMPORARY DITCH INLET PROTECTION 8.00 EACH $85.00 $680.00 010 TEMPORARY SILT FENCE 1,182.70 LFT $1.25 $1,478.38 011 SUBGRAOE TREATMENT,TYPE IIIA 367.70 SYS $10.00 $3,677.00 012 STRUCTURE BACKFILL,TYPE 1 498.40 CYS $40.00 $19,936.30 013 STRUCTURE BACKFILL,TYPE 2 313.50 CYS $42.00 $13,167.00 014 GEOGRID, I (UNDISTRIBUTED QUANTITY) 2,979,80 SYS $2.25 $6,704.55 015 COMPACTED AGGREGATE,NO.53, BASE 675.60 TON $26.00 $17,565-60 016 STONE, NO 2 - 1,078.30 TON $19.00 $20,457.70 017 MILLING,ASPHALT, 1 112 IN. 108,10 SYS $34.00 $3,675.40 018 HMA SURFACE,TYPE C 254.70 TON $112.00 $28,526.40 019 HMA INTERMEDIATE,TYPE C 409.80 TON $78.00 $31,964 40 320 HMA BASE,TYPE C 454.30 TON $70.00 $31,801 00 021 ASPHALT FOR TACK COAT 1.50 TON $500.00 $750.00 022 PAVERS,CONCRETE 276.20 SYS $140.00 $38,068.00 023 CURB RAMP,CONCRETE,C 20,10 SYS $140.00 $2,814.00 024 CURB RAMP,CONCRETE,K 13.90 SYS $165.00 $2,293.50 - BID-13 CONTRACT ITEMS AND UNIT PRICES ITEM DESCRIPTION ESTIMATED UNITS Unit Price Total Price %. No. QUANTITY 4.4C 025 CURB RAMP,CONCRETE,L 2.40 SYS , N $295.00 $708.00 ' 026 SIDEWALK,CONCRETE,4 IN. 553.90 SYS $68.00 $37,665.20 027 CURB,CONCRETE 149-70 LFT $38.00 $5,688.60 028 CURB,CONCRETE. B 472.70 LFT $18.00 $8,598.60 029 CURB AND GUTTER, CONCRETE 1,528.80 LFT $18.00 $27,518.40 030 PCCP FOR APPROACHES,6 IN. 132.30 SYS $73.00 $9,657.90 031 POOP FOR APPROACHES,9IN. 235.40 SYS $50.00 $11,770.00 032 MAILBOX ASSEMBLY,SINGLE 1.00 EACH $200.00 $200.00 033 MONUMENT.13 9.00 EACH $650.00 $5,850.00 034 MONUMENT, C 3.00 EACH $500.00 $1,500.00 035 GEOTEXTILES 8.00 SYS $10.00 $80.00 036 RIPRAP,REVETMENT 12.00 TON $45.00 $540.00 037 MOBILIZATION AND DEMOBILIZATION FOR 2.00 EACH SEEDING $100.00 $200.00 038 FERTILIZER 0.20 TON $1,050.00 $210.00 039 SEED MIXTURE,U 61.50 LBS $5.85 $359.78 040 MULCHING MATERIAL 1.30 TON $670.00. $871.00 041 WATER 8.90 Kgal $25-00 $222.50 042 TOP SOIL 247.80 CYS $35.00 $8,673.00 043 SODDING, NURSERY 2,232.80 SYS $3.70 $8,261.36 044 PIPE,TYPE 4, CIRCULAR,6IN.,DOUBLE 1,797.60 LFT WALL,SMOOTH INTERIOR $5.00 $8,988.00 045 PIPE,TYPE 2,CIRCULAR, 12 IN.(RCP) 712.00 LFT $26.00 $18,512.00 046 PIPE,TYPE 2,CIRCULAR, 18 IN. (RCP) 341.00 LFT $28.50 $9,718.50 047 PIPE, TYPE 2,CIRCULAR, 24 iN.(RCP) 402.00 LFT $36.50 $14,673.00 , 048 HMA FOR STRUCTURE INSTALLATION, 103,70 TON TYPE C $150.00 $15,555.00 049 CONCRETE PIPE END SECTION,24 IN. 1.00 EACH $900.00 $900.00 050 AGGREGATE FOR UNDERDRAINS 161.80 CYS $42.00 $6,795.60 051 CASTING,ADJUST TO GRADE 2.00 EACH $300.00 $600.00 BID-23 . CONTRACT ITEMS AND UNIT PRICES l V ITEM DESCRIPTION ESTIMATED UNITS Unit Price Total Price No. QUANTITY . .• - ,,ti 052 CAP INLET 3.00 EACH . •`.,, $325.00 $975.00 053 INLET,J10 5,00 EACH $1,600.00 $8,000.00 054 INLET,M10 9.00 EACH $1,600.00 $14,400.00 055 INLET,R13 1.00 EACH $2,100.00 $2,100.00 056 PIPE CATCH BASIN, 15 IN. 2.00 EACH $1,025.00 $2,050.00 057 MANHOLE,C4 2.00 EACH $1,475.00 $2,950.00 058 STRUCTURE, MANHOLE,RECONSTRUCT 320 LFT $600.00 $1,920.00 059 MANHOLE,J2 1.00 EACH $2,675.00 $2,675.00 060 STORMWATER QUALITY TREATMENT UNIT 1.00 EACH $99,000.00 $19,000.00 061 ROAD CLOSURE SIGN ASSEMBLY 9.00 EACH $125.00 $1,925.00 062 DETOUR ROUTE MARKER ASSEMBLY 22.00 EACH $105.00 $2,310.00 063 CONSTRUCTION SIGN,A 6,00 EACH $115.00 $690.00 064 CONSTRUCTION SIGN,B 5.00 EACH $30.00 $150.00 065 MAINTAINING TRAFFIC 1,00 LS $31,100.00 $31,100.00 066 BARRICADE, Ill-B 168.00 LFT $12.00 $2,016.00 067 STREET SIGN ASSEMBLY,ORNAMENTAL 16.00 EACH $1,800.00 $28,800.00 068 YIELD LINE TRIANGLE, THERMOPLASTIC 27.00 EACH $25.00 $675.06 069 TRANSVERSE MARKINGS, 219.00 LFT THERMOPLASTIC,CROSSWALK LINE,8 IN' $1.80 $394.20 070 NNE,THERMOPLASTIC,SOLID,WHITE,4 198.00 LFT $0.95 $188.10 071 LINE,THERMOPLASTIC, BROKEN WHITE,8 37.00 LET IN,-2'LINE/4'GAP $3.00 $111.00 072 LINE,THERMOPLASTIC, SOLID,YELLOW,4 2,446.00 LFT $0.65 $1,589.90 PAVEMENT MESSAGE MARKINGS, 073 THERMOPLASTIC,LANE INDICATION 4.00 EACH ARROW $85.00 $340,00 074 MANHOLE,C 10 1.00 EACH $1,800.00 $1,800.00 075 1 IN CONDUIT FOR STREETSCAPE UNDER 400,00 LET ROADWAY,INCL.2#8,#10G $18.00 $7,200.00 076 1.25 IN CONDUIT FOR STREETSCAPE 400.00 LFT UNDER ROADWAY,INCL. 246,48G $20.00 $8,000.00 077 DUAL CONDUIT DUCT 400.00 LET $21,00 . $8,400.00 078 CABINET, TYPE P1 MODIFIED 1.00 EACH $4,500.00 $4,500.00 BID-33 CONTRACT ITEMS AND UNIT PRICES ITEM DESCRIPTION ESTIMATED UNITS Unit Price Total Pnoe • No. QUANTITY 079 FOUNDATION,TYPE P1 1.00 EACH $1,200.00 $1,200.00 080 ORNAMENTAL LIGHT POLE,FOUNDATION, LUMINARIES 10.00 EACH $5,800.00 $58,000.00 081 4 IN PVC CONDUIT UNDER ROADWAY 120.00 LFT $20.00 $2,900,00 082 2'HANDHOLE 1.00 EACH $800 00 $800 00 083 PLOWABLE FILL(UNDISTRIBUTED QUANTITY) 20.00 CYD $125.00 $2,500.00 Section 0001 Base Bid Total= ILO A.-1 400, Lo • BID-93 if } PART3 CONTRACT ITEMS AND UNIT PRICES ,r• Description Unit Item No, Quantity Price Total Price SECTION 4097 ITEMS I CONSTRUCTION ENGINEERING 1.0 LSUM 2 FIELD OFFICE,B 6.0 MOS 3 M06ILIZATI ON AND DEMOBILIZATION 1.0 LSUM 4 CLEARING RIGHT OF WAY 1.0 LSUM 5 PAVEMENT REMOVAL 1,675.6 SYS 6 TRAFFIC SIGNAL EQUIPMENT,REMOVE I.0 LSUM 7 EXCAVATION, COMMON 951.0 CYS 8 BORROW 7,630.0 CYS 9 TEMPORARY DITCH INLET PROTECTION 8.0 EACH 10 TEMPORARY SILT FENCE 1,182.7 LET 11 SUBGRADE TREATMENT,TYPE ILIA . 367,7 SYS 12 STRUCTURE BACKFILL,TYPE 1 498.4 CYS • 13 STRUCTURE BACIFILL,TYPE 2 313.5 CYS 14 GEOGRID,TYPE I(UNDISTRIBUTED QUANI It Y) 2,979.8 SYS 15 COMPACTED AGGREGATE,NO.53,BASE 675.6 TON • 16 STONE,NO. 2 1,078.3 TON I7 MILLING,ASPHALT, 1-1/2 IN 108.1 SYS 18 1-IMA SURFACE,TYPE C 254.7 TON 19 HMA INTERMEDIATE,TYPE C 409.8 TON 20 HMA BASE,TYPE C 454.3 TON 23 ASPHALT FOR TACK COAT 1.5 TON 22 PAVERS,CONCRETE 276.2 SYS 23 CURB RAMP,CONCRETE,C 20.1 SYS 24 CURB RAMP,CONCRETE,K 13.9 SYS AR-4 Description Unit j Item No. Quantity Price Total Price 25 CURB RAMP,CONCRETE,L 2.4 SYS 26 SIDEWALK,CONCRETE,4 IN 553.9 SYS 27 CURB,CONCRETE 149,7 LET 28 CURB,CONCRETE,B 472.7 LET 29 CURB AND GUTTER,CONCRETE 1,528.8 LFT 30 PCCP FOR APPROACHES,6IN. 132.3 SYS 31 PCCP FOR APPROACHES,9 IN. 235.4 SYS 32 MAILBOX ASSEMBLY,SINGLE 1,0 EACH 33 MONUMENT,B . 9.0 EACH 34 MONUMENT,C 3.0 EACH 35 GEOTEXTILES 8.0 SYS 36 RIPRAP,REVETMENT 12.0 TON 37 MOBILIZATION AND DEMOBILIZATION FOR SEEDING 2.0 EACH 38 FERTILIZER 0.2 TON 39 SEEDING,MIXTURE U 61.5 LBS 40 MULCHING MATERIAL 1.3 TON 41 WATER 8.9 kGAL 42 TOPSOIL 247.8 CYS 43 SODDING,NURSERY 1,232.8 SYS 44 PIPE,TYPE 4, CIRCULAR,b IN.,DOUBLE WALL, 797.6 LET SMOOTH INTERIOR 45 PIPE,TYPE 2,RCP,CIRCULAR,12 IN. 712.0 LET 46 PIPE,TYPE 2,RCP,CIRCULAR,18 IN 341.0 LFT 47 PIPE,TYPE 2,RCP, CIRCULAR,24 IN. 402.0 LFT 48 HMA FOR STRUCTURE INSTALLATION,TYPE C 103.7 TON 49 CONCRETE PIPE END SECTION,24 IN. , I.0 EACH 50 AGGREGATE FOR I INDERDRAINS 161.8 CYS 51 CASTING,ADJUST TO GRADE 2.0 EACH AR-5 • Description Unit ``• Item No. Quantity Price Total Price,i` 52 CAP INLET 3,0 EACH 53 INLET,710 5.0 EACH 54 INLET,M 10 9.0 EACH 55 INLET,R13 1.0 EACH 56 PIPE CATCH BASIN,15 IN. 2.0 EACH 57 MANHOLE,C4 2.0 EACH 58 STRUCTURE,MANHOLE,RECONSTRUCT 3.2 LET 59 MANHOLE,J2 1.0 EACH 60 STORM QUALITY TREATMENT UNIT 3.0 EACH 61 ROAD CLOSURE SIGN ASSEMBLY 9.0 EACH 62 DETOUR ROUTE MARKER ASSEMBLY 22.0 EACH 63 CONSTRUCTION SIGN,A 6.0 EACH 64 CONSTRUCTION SIGN,B - 5.0 EACH 65 MAINTAINING TRAFFIC 1.0 LSUM 66 BARRICADE, 114-13 168.0 LFT 67 STREET SIGN ASSEMBLY,ORNAMENTAL 16.0 EACH 68 YIELD LINE TRIANGLE,THERMOPLASTIC 27.0 EACH 69 TRANSVERSE MARKINGS,THERMO,CROSSWALK.LINE,8 IN. 219.0 LFT 70 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. 198.0 LFT 71 LINE,THERMOPLASTIC,BROKEN,WHITE,8 IN.-.7.1 LINE/4'GAP 37.0 LFT 72 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. 2.446.0 LFT 73 PVMT MSG MARKING,THERMO,LANE INDICATION ARROW 4.0 EACH 74 MANHOLE, CH2 1.0 EACH 75 1 IN CONDUIT FOR STREETSCAPE UNDER ROADWAY,INCL. 400.0 LFT 2#8,#10G 76 1.25 IN CONDUIT FOR STREETSCAPE UNDER ROADIYAi, 400.9 LFT JNCL.2#6, #8G 77 DUAL CONDUIT DUCT 400.0 LET 78 CABINET, TYPE P1 MODIFIED 1.0 EACH AR-6 • a Description Unit 4 Item No. Quantity Price Total Price .. ` 79 FOUNDATION, TYPE PI 1.0 EACH 80 ORNAMENTAL LIGHTPOLE,FOUNDATION,LUMINARIES 10.0 EACH 81 4 IN PVC CONDUIT UNDER ROADWAY 120.0 LET 82 2'HANDHOLE 1.0 EACH 83 FLOWABLE FILL(UNDISTRIRUT'ED QUANTITY) 20.0 CID Section 0001 Base Bid Total • ti AR-7 PART 4 CONTRACT DOCUMENTS AND ADDENDA — 1' 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 No DATE SIGNATURE. Adr- MAY 13, 2008 2 MAY 20, 2008 • • BID-S CITY OF CARMEL Rangeline Rd. Roundabout Rangeline Rd. and Smokey Row Rd. (136th St.) in Hamilton County Project No. #06-19 Bid Date: May 21,2008 Notice of Addendum No. I and No. 2 This is to advise you that Addendum #1 (May 13, 2008) and #2 (May 20, 2008) have been issued and distributed to the Planholders for this project. As an official Planholder for this project, we request that you fill out and return this form upon receipt of the Addendums. Also, be sure to include a copy of the Addendum Acknowledgement (Part 4,page BID-8) in your bid package. Please return this form filled out via facsimile transmission through FAX No. (317) 895-2596. If no FAX is available, the acknowledgement should be returned in PDF form by e-mail to Mr. John Sprague at jolmscitrucindv.coM. - ACE2\IOWLEDGMENT OF RECEIPT OF REVISIONS - DATE I" tR ZO Zo0a CO. NAME £ k•JS -rAv BY � j1�� TEvc Vgy.1.) E TX Report P 1 05/20/2008 13:42 Serial No. 321704994 IC: 272901 Destination Start Time Time Prints Result Hate 58952586 05-20 13:38 00:00:23 001/001 OK L1 Note L1: Main Circuit, L2: Sub Circuit, TWO: Timer, POT: Poll, ORD: Original, FME: Frame Erase TX, MIX: Mixed Original, CALL: Manual Communication, CSRC: CSRC, FWD: Forward, PC: PC-FAX, BND: Bind, SF': Special Original, FCODE: F-Code, RTX: Re-Tx, RLY: Relay, MBX: Confidential, BUL:Bulleti n, SIP:SIP-Fax, IPADR:IP Address Fax, I-FAX:Internet Fax Result OK: Communication OK, S-UK: Stop Communication, PW-OFF: Power Switch OFF, TEL: RX from TEL, NU: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M-FuIl:Hemory Full, LOUR:Receiving length Over, POVER:Receiving page Over, FIT:File Error, DC:Decode Error, NDN:MDH Response Error, DSN:DSH Response Error. • • • 2,17 :V.Tirrristr �T.3 M1 a-Uf� 3J�,�yr 4 szna - sLV_C)Isu'. I :AO.T..TIaIanT aO - N•i="IOCI27-1.MOI.oILYY - • mo�•.Lpmc,tY7 @S�dr as enZazd5 ages --1-W oa Ilem-a • • q seelT acid TiF Peezznaa• oq Plnogs laOULTai olmaaa.nn aq1 4af4nllnna 6! ,; on dI -96CZ-S68 (L I C) -°SS XV3 nwn9Jg1 trelssre no- re efereees; uu aae peTP3 exo; oTga uatnaz oseeld -oS Toni pro sneer`aj Cs-Glib aSed`4 lma)lisetenfp JMOwjoy mnpaopp 7 aqa 30 -[dos v apnInm al ems eq 'os it -smnpuopp.y o<Ta 1.0 aa..aaa soar tun; elfin.umaoz Pun ass ITTS ne.0 zsclz anonba,. era "aoa[ozd CFga 3 anplogaula Tn!n-AZI• mr w r -lea[oid sFTP -uJ x.`aPiotneE.l aqa 41 Psineep S.p pan ponsst aaaq o•nq (8002 `0Z £cp.l) Z# P' (Suez 'CI ann I#u npuePPV"1acp.not aslrpa •rn 9f lima_ '"!Al yvn L -oft zzznpvapprJ? aa77OA1 —_—_ 840? 'TZ•Cn.W 'alas PISA e i-94FF"°I 100.ceaa. .flmvap nnT freeet u5. C'as ,s9£[)'P21'roo.T,Ia,Tomg Pau 'I emr to nvnT anogTp Lno31"P-a oagown r 'lra:Fs tn0.ADO -T_tia 05/14/08 13:32 FAX 317 895 2596 UNITED CONSULT ENG/ARCH x'1002/014 i TED Consulting= ENGINEERING May I3, 2045 ENVIRONMENTAL INSPECT/ON LAND SURVEYING R2 Addendum#1 ARCHITECTURE Rnngeline Road and Smoke)/ Row Rd. (135L St.) Roundabout in Hamilton County SINCE 19$5 Project No. 06-19 To Planhalder: OFFICERS Addendum#1 consists of revisions to the Plans and Contract Book due lo the OEM Rule 5 Pennir Kent D.o Verney,n.e,NLS, being reviewed,the City's independent watermain Bid,and the finalization of the proposed truck YII II/torn E"'I`Pi' apron detail. Enclosed herein are the following sheets which comprise the entire Addendum WI: Eleven w.-lens S p Oeve Sicken,P.E.,P.L . Le rim Rim R.Papa,F.E. Plan Sheets: (REVISIONS) B.Keith:tram PE. #i Title Sheet;#2 Typical Section;#11 Erosion Control Detail;and P.m A.Summ.re.AA 41& Structure Data Table (DELETE) #15 Watenuain Plan;and #16 Watennain Details and Specifications PROFESSIONAL STAFF Contract Book: (REVISIONS) Jere p.nhenie.P.E. Part 3 of Bid; TS-6 Utility Information;TS-7 Right-of-Way Information; Craig E.Ku gen,A Ea TS-8 PermitInformation;TS-11 Erosion Control Measures;TS-16 Concrete Payers Andrera T.WoIlw.PP (DE T ETE) 'Coach L Stealer,AJ.C.P. Ju namyl P.wIDaing cr.P.E. TS-21 through TS-30--all relative to deleted watennain items Allyn R.Eglkiu.P.E. `dam`PPM,CS. Please remove and replace the appropriate"revision' sheets attached herewith; Please be sure to 1.11ehe aI S.CIOnenl,AEC P. E.RnenellPPcreamer! U. submit Part 4 "Contract. Documents and Addenda" from the Bidders Itemized Proposal and rlmelmy J.Cnomec.PJ—E. Declarations section of the contract book. acknowledging receipt of this Addendum #1 when @en S.Swin,Pt submitting your Bid Package. If you have any questions or require any additional information, t.ltI'eel A.Pewe,P E. Eden w.maly,Pr please contact us. Jen E.Cle@clmr.P.E. Sre wen P.Peewee,P.E. Sincerely, ennnnpnw L nxmmolw.P,F. United Consulting 5- Paula..Glolebaeh P.E. CCCCJJJJ Mar.S.Frederick,P E. o Jey aidene. MI km!R.Skunk! wP�K I!E, J amen E.G,IIICC.P,L Jemmy a plcnerrlt...PE. Kevin a Ccernblermal,P.E. Christopher L.Hammond,P.E. Project Team Leader 1825 N.Post Road Indlanapn115,IN gn219 PhOnc: 1317)995-2535 Pal' 1117)B55•zE9e E-mail: inig@uc in dy.com wwr:.ucindy.com sot): —Consulting= ENGINEERING May 20,2008 ENVIRONMENTAL INSPECTION LAND SURVEYING RE: Addendum#2 ARCHITECTURE Rangeline Road and Smokey Row Rd. (136th St.) Roundabout in Hamilton County SINCE 1965 Project No. 06-19 To Planholder: OFFICERS Kent i)Gnwney,P.E P,LS, Addendum #2 consists of revisions to the Plans and Contract Book due to the Pre-Bid meeting. w'nlemE.Hall,RE Enclosed herein are the following sheets which comprise the entire Addendum#2: Sloven W.Jones Dave Ratter,RE,P.L.S. Christopher FL Pope,P.E. Plan Sheets: (REVISIONS) B.Keith Bryant,RE. #1 Title Sheet; #2 Typical Section; #4 Roundabout Geometries, #5, #6, and #7 PAM A,-Summers,A I A. Plan and Profiles;#10 Drainage Details,#12 and#14 Sign Details,#17 Approach Table,#20,#23, and#24 Cross Sections Contract Book: (NEW) PROFESSIONAL STAFF TS-31:Related to the earthwork discussion involving asphalt millings .Ierryu.Rath IA RE_ O Y b Craig E.EUrgasa,A.I.A. TS--3T2T�toory'TS-35: items related to new lighting items. Andrew T.Wolke,P.E. (DELETE) Davin L.Stalller,A.LC.P. TS-18 through TS-20—all relative to deleted watermain items Darryl P,W.neingen RE. Allen A.Egllmea,P.E. Adam C.Peet,P.E. Meeting Minutes: From the Pre-Bid meeting held at 9:00 A.M.at Cannel City Hall on Wednesday Michael S.ollphanl,A.LC.P may 14,2008 F.necheile Pemberton,P.E Timothy J.Gnomes,P.LS. Ben S.Swain,PE. Please remove and replace the appropriate"revision"sheets attached herewith. Please he sure to I.heheelA.Rowe,P.E submit Part 4 "Contract Documents and Addenda" from the Bidders Itemized Proposal and Eden V).Crain,P.E. Declarations section of the contract book acknowledging receipt of this Addendum #2 when Jon E.cl°4k1,pr,R.E. submitting your Bid Package. If you have any questions or require any additional information, Steven R.Passny,R.E. Horn A.Herhedck,P.E. please Contact us. Kurt C.Courtney,P.E. Brian J.Pier L.Re E. Sincerely, '1""` Ohrlst°pher L.Femm°ntl,RE. Paul o,Gl°ubach,PE United Consulting Brian S.Frederick,P.E. Jay N.Rltlens. Jay lam R.Culls.P.E Jamla E.G∎1Pee.P.C. Jeremy A.Richernsem P.C. Kevin D.CaernIakmnake.P.E. Christopher L.Hammond, P.E. Project Team Leader 1625 N.Post Road Indianapolis,IN 46219 Phone: (31T)895-2565 Fax: (317)895-2598 E-mail: Info @ u ein dy.tom VAM.V.Ilcin dv.Com PAW 5 _ • EXCEPTIONS Instruction., To Bidders: 5.1 The Pithier shall fadly state each exception taken to the Specifications or other Contract Documents in Section 5.3 of this Pant. 5.2 Bidder is ccrutioned that any exception taken by Bidder and deemed by OWNER to be a material qualifiecrtion or variance from the terms of the Contract Documents may reszdtin this Bid being rejected as non-responsive. 5.3 Exceptions: NONE BID-9 Form No, 96(Revised 2000) BID OF E & B Paving, Inc. (cordractor) 17042 Middletown Avenue Noblesville, IN 46060 (Address) FOR PUBLIC WORKS PROJECTS OF BOARD OF PUBLIC WORKS AND SAFETY,CITY OF CARMEL, IN Filed Action taken Prescribed by State Board of Accounts Form No. 96(Revised 2000) CONTRACTORS Bib FOR PUBLIC WORK PART I (To be completed for all bids) (Please type or print) Date May 21, 2008 1. Governmental Unit (Owner): BOARD OF PUBLIC WORKS AND SAFETY,CITY OF CARMEL,IN 2. County : Hamilton County 3. Bidder(Firm): E & B Paving, Inc. Address: 17042 Middletown Avenue - City/State: Noblesville, IN 46060 4. Telephone Number: (317) 773-4132 5. Agent of Bidder(if applicable) Pursuant to notices given, the undersigned offers to furnish labor and/or material necessary to complete the public works project of BOARD OF PUBLIC WORKS AND SAFETY, CITY OF CARMEL, IN {Governmental Unit) in accordance with plans and specifications prepared b' UNITED CONSULTING and dated April 28, 2008 for the sum of EIGHT HUNDRED SEVENTEEN THOUSAND, FOUR HUNDRED DOLLARS AND FIFTY-SIX CENTS $ 817,400.56 The undersigned further agrees to furnish a bond or certified check with this bid for an amount specified in the notice of the letting. If alternative bids apply, the undersigned submits a proposal for each in accordance with the notice. Any addendurns attached will be specifically referenced at the applicable page. 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 accepted by the Governmental Unit. If the bid is to be awarded on a unit basis, the itemization of the units shall be shown on a separate attachment. The Contractor 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. CERTIFICATION OF USE OF UNITED STATES STEEL PRODUCTS (If applicable) I, the undersigned bidder or agent as a contractor on a public works project, understand my statutory obligation to use steel products made in the United States. I . 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. ACCEPTANCE The above bid is accepted this day of , subject to the following conditions: Contracting Authority Members: PART II (Complete sections I, II, III, and IV for all state and local public works projects as required by statutes if project is one hundred thousand dollars($100,000) or more. (IC 36-1-12-4) Governmental Unit: BOARD OF PUBLIC WORKS mu SAFETY.CITY OF CARMEL,IN Bidder(Firm) E & B Paving, Inc. Date: May 21, 2008 These statements to be submitted under oath by each bidder with and as a part of his bid. Attach additional pages for each section as needed. SECTION I EXPERIENCE QUESTIONNAIRE 1 What public works projects has your organization completed for the period of one (1) year prior to the date of the current bid? When Contract Amount Class of Work Completed Name and Address of Owner $3,601,878.00 ROAD RECON. 2007 R-25397 SR 22 GRADEX $3,404,858.00 ROAD RECON. 2007 RS-27691 SR 5 & SR124 $6,407,417.00 PARKING LOT 2007 DOLLAR GENERAL DIST. CENTER $6,382,598.00 ROAD RECON. 2007 R-27620 38TH ST. 2 What public works projects are now in process of construction by your organization? When Contract Amount Class of Work Completed Name and Address of Owner $21,150,283.00 ROAD RECON. 2009 R-26450 SR 66 DIAMOND AVE. $10,716,872.00 ROAD RECON. 2009 IR-28090 US 36 & POST RD. $17,017,715.00 ROAD RECON. 2008 R-26935 SR 62 $20,570,347.00 ROAD RECON. 2008 R-28718 146TH ST. 3 Have you ever failed to complete any work awarded to you? NO If so, where and why? 4 List referenced from private firms for which you have performed work. MARINA UNLIMITED - GENE HEIWIG BEAZER COMMUNITIES - STEVE COOK PRECEDENT DEVELOPMENT-TIM PETERSON THOMPSON DEVELOPMENT- CHRIS W ERTH SECTION II PLAN AND EQUIPMENT QUESTIONNAIRE 1 Explain your plan or layout for performing proposed work. (Examples could include a narrative of when you could begin work, completed the project, number of workers, etc. and any other information which you believe would enable the governmental unit to consider your bid.) E & B PAVING, INC., WILL BEGIN THE WORK WITHIN THE TIME ALLOTED IN THE PROPOSAL. THE WORK WILL BE CONSTRUCTED USING SOUND CONSTRUCTION PRINCIPLES AND COMPLETED IN THE TIME ALLOWED IN THE PROPOSAL. E & B PAVING, INC., HAS TWO ASPHALT PLANTS IN HAMILTON COUNTY AND ACCESS TO OVER TWENTY PAVING CREWS. 2 If you intend to sublet any portion of the work, state the name and address of each subcontractor, equipment to be used by the subcontractor, and whether you expect to require a bond. However, if you are unable to currently provide a listing, please understand a listing must be provided prior to contract approval. WE CURRENTLY DO NOT KNOW IF ANY WORK WILL BE SUBLET ON THIS CONTRACT BUT WE DO UNDERSTAND THAT IF THERE tS ANY WORK SUBLET ON THIS PROJECT THAT WE WILL PROVIDE A LISTING TO THE APPROPRIATE PERSONNEL. 3 What equipment do you have available to use for the proposed project? Any equipment to be used by subcontractors may also be required to be listed by the governmental unit. THE PAVING MACHINES USED FOR THIS PROJECT WILL BE EITHER A BLAWKNOX OR ROAD TEC PAVER. 4 Have you entered into contracts or received offers for all materials which substantiate the prices used in preparing your proposal? Otherwise, please explain the rationale used which would corroborate the prices listed. YES / BIDDER'S ITEMIZED PROPOSAL AND DECLARATIONS City of Carmel Insrr,a tion;: To Bidders: - Thisjornt shall he utilized by all Bidders. Except as otherwise specifcallyprovided all - Parrs shall be frilly and accurately filled in and completed and notarized. • Project: RAN'GELINE RD. ROUNDABOUT Proposal For Construction o:': Intersection Improvement Raugeline Rd. and Smoke), Row Rd. (136 St.) Roundabout in Hamilton County Project No. 06-19 Date: May 21 , 2008 • . To: City of Carmel, Indiana, Board of Public Works and Safety • • BID-lI PART 1 BIDDER INFORMATION (Print) 1.1 Bidder Name: 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 alan[mark one] . _individual Partnership X Indiana Corporation Foreign (Out of State) Corporation; State: Joint Venture Other 1.4 [The folio-wing-must be (ta m erect 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 Cannel. Indiana,foreign corporations mast register with the Secretary cJ 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.] ... .I Corporation Name: .2 Address: .3 Date registered with State of Indiana: .4 Indiana Registered Agent: Name: Address: BID--2 • 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 - Nine hundred thirty-five thousand Dollars (S 935,563.00 _ ). five hundred sixty-three The Bidder acknowledges that evaluation or 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 PART 3 CONTRACT ITEMS AND UNIT PRICES Description Unit Item No. Quantity Price Total Price SECTION 0001 ITEMS 1 CONSTRUCCION ENGINEERING 1.0 LSUM $9,200.00 $9,200.00 2 FIELD OFFICE,B 6.0 MOs $2,848.07 $15,288 42 3 MOBILIZATION AND DEMOBILIZATION 1.0 LSUM $46,778.00 $46,778.00 4 CLEARING RIGHT OF WAY 1.0 LSUM $8,000.00 $8,000.00 5 PAVEMENT REMOVAL 1,675.6 SYS $6.06 $10,154.14 6 TRAFFIC SIGNAL EQUIPMENT,REMOVE 1.0 LSUM $10,401.03 $10,401.03 7 EXCAVATION,COMMON 951.0 CYS $106.50 $101,281.50 8 BORROW 1,630.0 CYS $8,35 $13,610.50 9 TEMPORARY DITCH INLET PROTECTION 8.0 EACH $150.00 $1,200.00 10 TEMPORARY SILT FENCE 1,182.7 LET $6.16 $7,285.43 I1 SUBGRADE TREATMENT,TYPE IIIA 367.7 SYS $11.56 $4,250.61 12 STRUCTURE BACKFILL,TYPE 1 498.4 CYS $19.92 $9,928.13 13 STRUCTURE BACKF]LL,TYPE 2 313.5 CYS $34.80 $10,909.80 14 GEOGRID,TYPE I(UNDISTRIBUTED QUANTITY) 2,979.8 SYS $8.63 $25,715.67 15 COMPACTED AGGREGATE,NO.53,BASE 675.6 TON $31.48 $21,267.89 16 STONE, NO. 2 1,078.3 TON $33.90 $36,554.37 17 MILLING,ASPHALT, 1-1)2 IN 108.1 SYS $45.25 $4,891.53 18 HMA SURFACE,TYPE C 254.7 TON $72.98 $18,588,01 19 HMA INTERMEDIATE,TYPE C 409.8 TON $55.69 $22,821.76 20 HMA BASE,TYPE C 454.3 TON $51.23 $23,273.79 21 ASPHALT FOR TACK COAT 1.5 TON . $388.00 $582.00 22 PAVERS,CONCRETE 276.2 SYS $184.82 $51,047 28 23 CURB RAMP,CONCRETE,C 20.1 SYS $126.19 $2,536.42 24 CURB RAMP,CONCRETE,K 13.9 SYS $135.78 $1,887.34 AR-4 Description Unit Item No. Quantity Price Total Price 25 CURB RAMP,CONCRETE,L 2.4 SYS $250.27 $600.65 26 SIDEWALK,CONCRETE,4 IN 553.9 SYS $55.61 $30,802.38 27 CURB,CONCRETE 149.7 LE]' $33.03 $4,944.59 28 CURB,CONCRETE,B 472.7 LET $31.84 $15,050.77 29 CURB AND GUTTER,CONCRETE 1,528.8 LFT $15.69 $23,986.87 30 PCCP FOR APPROACHES,6 IN 132.3 SYS $69.72 $9,223.96 31 PCCP FOR APPROACHES,9 I, 235.4 SYS $82.03 $19,309.86 32 MAILBOX ASSEMBLY,SINGLE 1.0 EACH $500.00 $500.00 33 MONUMENT, B 9.0 EACH $300.00 $2,700.00 34 MONUMENT,C 3.0 EACH $300.00 $900.00 35 GEOTEXT]LES 8.0 SYS $47.07 $376.56 36 RIPRAP,REVETMENT 12.0 TON $41.36 $496.32 37 MOBILIZATION AND DEMOBILIZATION FOR SEEDING 2.0 EACH $500.00 $1,000.00 38 FERTILIZER 0.2 TON $750.00 $150.00 39 SEEDING, MIXTURE U 61.5 LBS $10.00 $615.00 40 MULCHING MATERIAL - 1.3 TON $500.00 $650.00 41 WATER 8.9 kGAL $2.00 $17.80 42 TOPSOIL 247.8 CYS $60.25 $14,929.95 43 SODDING,NURSERY 2,232.8 SYS $3.00 $6,698.40 44 PIPE TYPE 4,CIRCULAR,6 IN., DOUBLE WALL, 1 797.6 LFT SMOOTH INTERIOR $5.57 $10,012.63 45 PIPE,TYPE 2,RCP, CIRCULAR, 12 IN. 712.0 LET $40.06 $28,522.72 46 PIPE,TYPE 2,RCP, CIRCULAR, 18 IN. 34]_0 LFT $53.56 $18,263.96 47 PIPE,TYPE 2,RCP, CIRCULAR, 24 IN. 402.0 LFT $67.12 $26,982.24 48 HMA FOR STRUCTURE INSTALLATION,TYPE C 103.7 TON $99.16 $10,282.89 49 CONCRETE PIPE END SECTION, 24 IN. . 1.0 EACH $843.48 $843.48 50 AGGREGATE FOR UNDERDRAINS 161.8 CYS $68.78 $11,128.60 51 CASTING,ADJUST TO GRADE 2.0 EACH $424.00 $848.00 AR-5 Description Unit Item No. Quantity Price Total Price 52 CAP INLET 3.0 EACH $1,116.77 $3,350.31 53 INLET.J10 5,0 EACH $2,095.49 $10,477.45 54 INLET,MIO 9.0 EACH $2,055.05 $18,495.45 55 INLET,RI3 1.0 EACH $3,627.51 $3,627.51 56 PIPE CATCH BASIN, 15 IN, 2.0 EACEI $1,063.01 $2,126.02 57 MANHOLE,C4 2.0 EACH $2,504.28 $5,008.56 58 STRUCTURE,MANHOLE,RECONSTRUCT 32 LFT $1,124.24 $3,597.57 59 MANHOLE,12 1.0 EACH $5,139.12 $5,139.12 60 STORM QUALITY TREATMENT UNIT I.0 EACH $36,252.83 $36,252.83 61 ROAD CLOSURE SKIN ASSEMBLY 9.0 EACH $125.00 $1,125.00 62 DETOUR ROUTE MARKER ASSEMBLY 22,0 EACH $105.00 $2,310.00 63 CONSTRUCTION SIGN,A 6.0 EACH S115.00 $690.00 64 CONSTRUCTION SIGN, B 5.0 EACH $30.00 $150.00 65 MAINTAINING TRAFFIC 1.0 LSUM $925.00 $925.00 66 BARRICADE,I1]-B 168.0 LFT $12.00 $2,016.00 67 STREET SIGN ASSEMBLY,ORNAMENTAL 16.0 EACH $1,700.00 $27,200.00 68 YIELD LINE TRIANGLE,THERMOPLASTIC 27.0 EACH $25.00 $675.00 69 TRANSVERSE MARKINGS,THERMO,CROSSWALK LINE,8 IN. 219.0 LFT $1.80 $394.20 70 LINE,THERMOPLASTIC,SOLID,WHITE,4 [N. 198.0 LET $0.95 $188.10 71 LINE,THERMOPLASTIC,BROKEN,WHITE,8 IN,-2' LINEI4'CAP 37.0 LET $3.00 $111.00 72 LINE,THERMOPLASTIC,SOLID,YELLOW,41N. 2,446.0 LET $0.65 $1,589.90 73 PVMT MSG MARKING,THERMO,LANE INDICATION ARROW 4.0 EACH $85.00 $340.00 74 MANHOLE. C10 . 1.0 EACH $2,791 .93 $2,791.93 I IN CONDUIT FOR STREETSCAPE UNDER ROAD WA I',LNCL. 75 248 NOG $10.00 LFT $10.00 $4,000.00 1.25 IN CONDUIT FOR STREETSCAPE UNDER ROADWAY, 76 INCL.2#6.#8G 400.0 LFT $10.00 $4,000.00 77 DUAL CONDUIT DUCT 400.0 LFT $20.00 $8,000.00 78 CABINET, TYPE PI MODIFIED 1.0 EACH $2,500.00 $2,500.00 AR-6 Description Unit g Item No. Quantity Price Total Price 79 FOUNDATION, TYPE P1 1.0 EACH $1,000.00 $1,000.00 80 ORNAMENTAL LIGHT POLE, FOUNDATION; LUMINARIES 10.0 EACH $8,500.00 $85,000.00 81 4 IN PVC CONDUIT UNDER ROADWAY 120.0 LET $15.00 $1,800.00 82 2'HANDHOLE 1.0 EACH $i,000.00 $1,000.00 83 FLOWASLE FILL (UNDISTRIBUTED QUANTITY) 20.0 CYD $119.54 $2,390.80 Section 0001 Base Bid Total = $935,563.00 AR-7 PART 3 CONTRACT ITEMS AND UNIT PRICES Unit item No. Description Quantity Price Total Price SECTION 0001 ITEMS I CONSTRUCTION ENGINEERING LO LSUM 7 FIELD OFFICE. B - . 6,0 MOS - 3 h9OBILIZATION AND DEMOBILIZATION 1.0 LSUM 4 C:LEARfNG RIGHT OF WAY - 1.0 LSUM 5 PAVEMENT REMOVAL L675,6 SYS 6 TRAFFIC SIGNAL EQUIPMENT.REMOVE 1.0 LSUM 7 EXCAVATION. COMMON L127.0 CYS • 8 BORROW 793-0 CYS 9 TEMPORARY DITCH INLET PROTECTION 7.0 EACH 10 TEMPORARY SILT FENCE 1,182.7 LFT I I SUBGRADE TREATMENT.TYPE II IA 367.7 SYS I2 STRUCTURE BACKFILL.TYPE 1 498.4 CS 13 STRUCTURE BACKFILL,TYPE 2 3135 CYS 14 GEOGRID,TYPE I(UNDISTRIBUTED QUANTITY) 2.9;9.8 SYS • I= COMPACTED AGGREGATE,NO. 53. BASE 615.6 TON 16 STONE.NO. 2 L078.3 TON 17 MILLING. ASPHALT, 1-1,12 IN 108-1 SYS 18 HMA SURFACE_TYPE C 254.7 TON 19 HMA INTERMEDIATE.TYPE C 409.8 TON 2U HMA BASE-TYPE C 454.3 TON 21 ASPHALT FOR TACK COAT 1.5 TON 22 PAVERS. CONCRETE 276.2 SYS 23 CURB RAMP. CONCRETE. C 20.1 SYS • 24 CURB R.AMP. CONCRETE. K 1; 9 SYS BID-4 Unit Description lteni No. Quantiry Price Total Price 25 CURB RAMP. CONCRETE. L 2.4 SYS 76 SIDEWALK,CONCRETE.4 N 553.9 SYS 27 CURB,CONCRETE 149.7 LFT 23 CURB,CONCRETE. B 472.7 LET _ 29 CURB AND GUTTER.CONCRETE I528.R LEE 30 PCCP FOR APPROACHES,61N. 132.3 SYS 31 PCCP FOR APPROACHES.9 IN. _35,4 SYS • ". 32 MAILBOX ASSEMBLY,SINGLE 1.0 EACH • 33 • MONUMENT. B 9.0 EACH • • 34 MONUMENT,C 3.0 EACH GEOTEXTILES 8.0 SYS 36 RIPRAP,REVETMENT 12.0 TON 37 MOBILIZATION AND DEMIOB[L1ZATJON FOR SEEDING 2.0 EACH 3S FERTILIZER 0.2 TON 39 SEEDING. MIXTURE U 67.5 LBS 40 MULCHING MATERIAL 1.3 TON 41 WATER 8.1 SCAL - 42 TOPSOIL 225.8 CYS 43 SODDING.NURSERY 2.034.5 SYS 44 PIPE,TYPE 4, CIRCULAR. 6 IN..DOUBLE WALL, SMOOTH INTERIOR (.797.6 LFT' 45 PIPE,TYPE 2.CIRCULAR, 12 M. 712.0 LET 46 PIPE,TYPE 2.CIRCULAR, IS IN, 341.0 LET 47 PIPE.TYPE 2.CIRCULAR.24 IN. 402 0 LFT 48 HMA FOR STRUCTURE INSTALLATION,TYPE C 103,7 TON 49 PIPE END SECTION-24 IN. 1.0 EACH S0 AGGREGATE FOR UNDERDRAINS 161.5 CYS 5I CASTING-ADJUST TO GRADE 2.0 EACH BID-5 • • Unit - Item No- Description Quantity Price Total Price 52 CAP INLET 3.0 EACH _ 53 INLET.110 • 5.0 EACH 54 INLET. M IO • 9.0 EACH 55 INLET, R13 1.0 EACH 56 PIPE CATCH BASIN.15 IN. - 2.0 EACH 57 MANHOLE,C4 2.0 EACH • .. 58 STRUCTURE, MANHOLE.RECONSTRUCT 3.2 LFT • • . • 59 M.ANHOLE.12 1.0 EACH - 60 STORM QUALITY TREATMENT UNIT 1.0 EACH 61 ROAD CLOSURE SION ASSEMBLY 9.0 EACH • 62 DETOUR ROUTE MARKER ASSEMBLY 22.0 EACH 63 CONSTRUCTION SIGN.A 6 0 EACH 64 CONSTRUCTION SIGN,B 5.0 EACH . 65 MAINTAINING TRAFFIC 1.0 I.SUM 66 BARRICADE. [If-B 168.0 LFT 67 STREET SIGN ASSEMBLY,ORNAMENTAL 16.0 EACH 68 YIELD LINE TRIANGLE.THERMOPLASTIC 27.0 EACH ' - 69 TRANSVERSE MARKINGS-THERMO,CROSSWALK LINE.S IN. 219,0 LET 70 LINE-THERMOPLASTIC. SOLID, WRITE.4 EN. 198.0 LET 71 LINE.THERMOPLASTIC. BROKEN, WHITE, 8IN--EP LINE/4'GAP 37.0 LET 72 LINE.THERMOPLASTIC, SOLID.YELLOW.4 IN. 2.446.0 LFT 73 PVMT MSC MARKING,THERMO,LANE INDICATION ARROW 4.0 EACH Section 0001 Base Bid Total = BID-6 SECTION 0002 (ALT GROUP AL2) ITEMS 74 MOBILIZATION& DEBOLIZ_ATION 1.0 EACH - - .. 73 1._SERVICE LINE(LONG SIDE) 1.0 EACH - - 76 1'SERVICE LINE(SHORT SIDE) 1.0 EACH 77 IF CONNECTION 1.0 EACH 78 12'DUCTILE IRON 1810.0 LET - • • 79 I2`GATE VALVE 10.0 EACH 80 4"CONNECTION 2.0 EACH 81 4" DUCTILE IRON - 55.0 LET - - ° 82 4'GATE VALVE 2.0 EACH 83 B°CONNECTION 2.0 EACH - 84 r DUCTILE IRON 55-11 LET • 85 r GATE VALVE' 3.0 EACH 86 8"-TAVVALVE 1.0 EACH 87 EXPLORATORY UTILITY EXCAVATION(UNDISTRIBUTED) 20.0 HOUR 88 HYDRANT ASSEMBLY 5.0 FACE-I Section 0002 Base Bid Total = Base Bid Total = • BID-7 PART 4 CONTRACT DOCUMENTS AND ADDENDA 4.1 The Bidder agrees to he 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: ADDENDLiNI No. DATE SIGNATURE. - 1 5/13/2008 Ilivrearea- 2 5/21/2008 \ / • • BID-8 CITY OF CARMEL Rangeline Rd.Roundabout Rangeline Rd. and Smokey Row Rd. (136th St) in Hamilton County Project No. #06-19 Bid Date: May 21,2008 Notice of Addendum No. l and No. 2 This is to advise you that Addendum #1 (May 13, 2008) and#2 (May 20, 2008) have been issued and distributed to the Planholders for this project. As an official Planholder for this project, we request that you fill out and return this form upon receipt of the Addendums. Also, be sure to include a copy of the Addendum Acknowledgement (Part 4,page BID-8)in your bid package. Please return this form filled out via facsimile transmission through FAX No. (317) 895-2596. If no FAX is available, the acknowledgement should be returned in PDF form by • e-mail to Mr. John Sprague at jolmse.ucindv.com. - ACKNOW[.EDGMENT OF RECEIPT OF REVISIONS - • DATE May 20, 2008 CO. N.t1 Rieth-Riley Cons .uc on Co. , Inc..Weir 'au . - egional VP Central IN • PART 5 • EXCEPTIONS Instructions To Bidders: �.1 The Bidder shalt fully .state each exception taken to the dpecificat::ons. or other - Conract Documents in Section 5.3 of this Pan 5.2 Bidder is cautioned that any exception taken by Bidder and deemed by OWNER to be a material ilualification or variance from the tears of the Contract Documents may result in this Bid being rejected as non-responsive. 53 Exceptions: None. B[D-9 Form Prescribed by State RNird of Accoalits 900549-5200889 General Film No.99 In(lacy. !O57) 1 CITY,OF CARMEL-TOPICS LEGALS To: INDIANA NEWSPAPERS 307 N PENNSYLVANIA ST - PO BOX 145 COUNTY, INDIANA INDIANAPOLIS, IN 46206-0145 1 PUBiISHER'S CLAIM LINE COUNT Display Matter-(Must nut exceed two actual lines, neither of which $ shall total more than four solid lines of the type in which the body of the advertisement is sun Number of equivalent Lines Road- Number of lines S - Body-Number of lines S S . Tail -Numbero€lines $ - Total number of lines in notice COMPUTATION OF CHARGES 91.0 lines 2-0 columns wide equals 162.0 equivalent S 59.SS lines alb cents per line Charges for extra proofs of publication(SI-(0)for each proof in excess of two) S toll $ .0t) TOTAL AMOUNT OF CLAIM S DATA FOR COMPUTING COST S Width of single column 7.83 ems Size of type 5_7 point S - S Number of insertions 1.0 S 59-38 Pursuant to line provisions inn/penalties of Chapter 155,Auto of 1953, I hereby certify that the Ibregoing 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: 05102/2008 L� I ✓ter -"Clerk Title 900549-5200889 PUBLISHER'S AFFIDAVIT __ not PUBLIC. State of Indiana S5: NOTCE70 SIMMERS i I Hamilton County City of Carmel Indiana Notice is hereby given that the Baas of Public Works and rause,oseaed bids tar inke 'Innteerventontynrpvnemeett Personally appeared before Inc,a notary public iii and for said county and state, Rangelme Road and smekey rtpow Road 1115th 5i)Round- about reasulrerlOne Civic Sgnuare Ca melt,Indiana(Cityraall)until tow am local Time an May 21,mat,and commencing as the undersigned Karen Mullins who,being duly sworn,say's that SHE is clerk soon as prtocable thereafter on the same date such Yids will be publicly opuened and read Saud in the Council Cham- bers of City Hall No late lads will be accepted. All bids and proposals shall be property and completely of the Noble$vil le Ledger a newspaper of general circulation spealttrraat on the which willl include e.roo-co fusion PaPafedavit as sealeddmid the Stale eta afwords'BID h Cm'OFeCARMEL- 'RaNCELINE Ra POtNDABour on the lower left hand i printed and published in the English language in the city OfNO iLB$Vlj.l-I. in state corner. - A bid band or certibed each in an amount not less than ten percent ant)el the amount bid most be submitted with i and count tlnl'esaid,and that the tinted matter attached hereto is a ERIC copy, payment bond one ali�bePiequired of the successful)bidderr, Y= P p-' I It is Intended that actual=auction of at work dweslons shall be starred us soon er practicable,and each bidder which was duly published in said paper for I time(s),between the dates of shall be prepared to enter promptly into a construction contact,furnish a performance bond,and begin work with, -not delay able event the award is made to him. 'The Protect consists of.but is not necessarily limited to.the l 'following' 0510212098 and 05/0232008 4102/ZOOH - Reconstruct intersection at Rangelige Rd.and Sankey Row Rd-(rsatb St)with a roundabout in'lieu of a taadonal ` ntersechgn mad de irate Beating readways approximately • ]ank in fr each mundan. tt0 construct co Cents sewer /� / � k bPgtihneoro the munaabguato tittle crLrston north of, re&---f L the text Dolan. Context Documents for the manual,wet have been assembled into one rigid at Pre allowing l�tion,: deco "HI IC with inns, Y hang Noah PostRo Ind/ma ons Iwl52as Subscribed and swum to before me on 05/02/200' �l Department of Floor // �/ one Gvico are / A 2/ �if / • (CC(Car7Lmel IN d441 `/ IV/ L�L•/v/-'.rA— obttanedFhor bulled ne.omotha�apsa lit oeaadd�satated- ssho ws.upedoteeeeeynnrntoofgm.otforeach set. hercesets Notary Public rnar NO CASH ACCEPTED. Make checks ayable to Wined onv , c ,lting.All payments and ram m Contact Documents DENISE.HAMSRiTE are nonrefundable. p Farm C$-RE' of dawlmgs tan Contact they have complete me assure My commission expires NOTARY PUBLIC risk oh arty craven or omissions in bids prepared in reliance sjtrQt on incomplete sets of draynass and Contract Documents. This praleawill be funded t e City of Carmel. STATE OF INDIANA • Wage ra es Mr clue Protect sM11 not tie!ass than The current ntesctbed scale AofCwatts as determined by the common MY COMMISSION EXPIRES February 2$,2915 - io eInnccluded'in the Committee In with I.C.STF A meted conference for descessions M the Project,tae. r bidding requirement and other important mattes will be' held on May l5 SOB at kab AM in the Caucus Room on the' and Floor of they H41t(one Cwic Squares.All prospective bidders ore invited torrcmnd therore bl conference.The fa medal accommodations needed by handltapped Inrf4 AWE planning to attend the pmbld conference or pubis, bid carbon meeting.please call or notify the City of car melt Engineers Office,at(SOT)571-2441 at least forty-eight ease hours prier thereto. No bidder may withdraw any bid or proposal within a period' Of thirty(it)days teaming the date set la renewing bids or proposals.The Camel Beard of Public Works and Safety reserves the right to held any or all tads or proposals Inc a eehod of rot more than thin DO)days and sad bids or proposal shall remain In lull lame ant enact during said period.The City of Cannel reserves the right to reject, and/or cancel any and all bids,solicitations meant often In Mle or In part as;secured rte the soricdafunS when it al - oat in the best Interests of the gmcramental bed as deter .r ,.. 0.000 In accmdance palm lc 5.22- . • • BIDDER'S ITEMIZED PROPOSAL AND DECLARATIONS City of Cannel Instructions To Bidders: This fin• n shall he utilized by all Bidders. Except as otherwise specifically provided, all Parts shall he frilly and accurately filled in and completed and notarized. Project: RANGELINE RD. ROUNDABOUT Proposal For Construction of: Intersection Improvement Rangeline Rd. and Smoker Row Rd. (136"' St.) Roundabout in Hamilton County Project No. 06-19 Date: May 21, 2008 To: City of Carmel, Indiana, Board of Public Works and Safety BID-1 • PARTI • - BIDDFR INFORMATION (Print) 1.1 Bidder Name: Calumet Civil Contractors, Inc. 12 Bidder Address: Street Address: 4898 Fieldstone Drive City:Whitestown State: I:N Zip: 46075 Phone: (317) 769-1900 Fax: (317) 769-7424 1 .3 Bidder is a/an/nark one. Individual _ Partnership x Indiana Corporation Foreign (Out of State) Corporation; State: • Joint Venture Other _ ' 1.4 [The following ntttav 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 Cannel, Indiana,foreign corporations must register with the Secretary y of the State of Indiana as required by the Indiana General Corporation Act as stared therein and expressed in the Attorney General's Opinion #2, dated January 23. 1958.; A Corporation Name: .2 Address: .3 Date registered with State of Indiana: .4 Indiana Registered Agent: Name: Address: BID-2 PART 3 CONTRACT ITEMS AND UNIT PRICES Description Unit Item No. Quantity Price Total Price SECTION 0001 ITEMS 1 CONSTRUCTION ENGINEERING 1.O LSUM 9,200.00 9,200.00 2 FIELD OFFICE,B 6.0 MOS 1 ,250.00 7,500.00 3 MOBILIZATION AND DEMOBILIZATION 1.0 LSUM 28,850.00 28,850.00 4 CLEARING RIGHT OF WAY 1.0 LSUM 5,000.00 5,000.00 5 PAVEMENT REMOVAL 1,675.6 SYS 8.46 14, 175.58 6 TRAFFIC SIGNAL EQUIPMENT,REMOVE 1.0 LSUM 4,000.00 4,000.00 7 EXCAVATION,COMMON 951.0 CYS 59.40 56,489.40 8 BORROW 1,630.0 CYS 0.01 16.30 9 TEMPORARY DITCH INLET PROTECTION 8.0 EACH 85.00 680.00 10 TEMPORARY SILT FENCE 1.182.7 LFT 1.25 1 ,478.38 I 1 SUI3GRADE TREATMENT,TYPE IIIA 367.7 SYS 19.86 7,302.52 12 STRUCTURE BACKFILL,TYPE 1 498.4 CYS 18.62 . 9,280.21 13 STRUCTURE BACKFILL,TYPE 2 313.5 CYS 23.45 7,351 .58 14 GEOGRID,TYPE I(UNDISTRIBUTED QUANTITY) 2,979.8 SYS 2.73 8, 134.85 15 COMPACTED AGGREGATE,NO.53, BASE 675.6 TON 18.50 12,498.60 16 STONE,NO 2 1,078.3 TON 18.50 19,948.55 17 MILLING.ASPHALT, 1-1/2 IN 108.1 SYS 22.28 2,408.47 18 LIMA SURFACE,TYPE C 254.7 TON 81.29 20,704.56 19 HMA INTERMEDIATE,TYPE C 409.8 TON 66.34 27 , 186. 13 20 HMA BASE,TYPE 454.3 TON 63.32 28,766.28 21 ASPHALT FOR TACK COAT 1.5 TON 125.00 187.50 22 PAVERS,CONCRETE 276.2 SYS 142.04 39,231.45 23 CURB RAMP,CONCRETE,C 20.1 SYS 111 .53 2,241 .75 24 CURB RAMP.CONCRETE,K 13.9 SYS 111.55 1 ,550.55 AR-4 Description Unit Item No. Quantity Price Total Price 25 CURI3RAMP,CONCRETE,L 2.4 SYS 111.61 267.86 26 SIDEWALK,CONCRETE,4 IN 553.9 SYS 59.97 33,217.38 27 CURB.CONCRETE 149.7 LET 42.21 6,318.84 28 CURB.CONCRETE,B 472.7 LFT 46.68 22 ,065.64 29 CURB AND GUTTER,CONCRETE 1,528.8 LFT 20.77 31 ,753. 18 30 PCCP FOR APPROACHES,6 N. 132.3 SYS 66.69 8,823.09 31 PCCP FOR APPROACHES,9 IN. 235.4 SYS 73.40 17 ,278.36 32 MAILBOX ASSEMBLY,SINGLE 1.0 EACH 125.00 125.00 33 MONUMENI', B 9.0 EACH 450.00 4,050.00 34 MONUMENT,C 3.0 EACH 550.00 1 ,650.00 35 GEOTEXTILES 8.0 SYS 1. 18 9.44 36 RIPRAP.REVETMENT 12.0 TON 50.00 600.00 37 MOBILIZATION AND DEMOBILIZATION FOR SEEDING 2.0 EACH 100.00 200.00 38 FERTILIZER 0.2 TON 1,050.00 210.00 39 SEEDING,MIXTURE U 61.5 LBS 5.85 359.78 40 MULCHING MATERIAL 1.3 TON 674.Q0 871 .00 41 WATER 8.9 kGAL 25.00 222.50 42 TOPSOIL 247.8 CYS 43.52 10,784.26 43 SODDING,NURSERY 2,232.8 SYS 7.63 17 ,036.26 44 PIPE,TYPE 4,CIRCULAR,6 IN.,DOUBLE WALL, 797.6 LET SMOOTH INTERIOR 4. 75 8,538.60 45 PIPE,TYPE 2,RCP,CIRCULAR. 12 IN • 712.0 LET 29.95 21 ,324.40 46 PIPE,TYPE 2,RCP,CIRCULAR, 18 IN. 341.0 LFT 39. 77 13,561.57 47 PIPE,TYPE 2,RCP, CIRCULAR,24 N. 402.0 LFT 46.27 18,600.54 48 HMA FOR STRUCTURE INSTALLATION,TYPE C 103.7 TON 76.87 7 ,971.42 49 CONCRETE PIPE END SECTION.24 N. 1.0 EACH 925. 12 925. 12 50 AGGREGATE FOR UNDERDRAINS 161.8 CYS 39. 10 6,326.38 51 CASTING.ADJUST TO GRADE 2.0 EACH 475.59 951 . 18 AR-5 Description Unit Item No. Quantity Price Total Price 52 CAP INLET 3.0 EACH 479.00 1 ,437.00 53 INLET,110 5.0 EACH 1 ,863.60 9,318.00 54 INLET,M10 9.0 EACH 1 ,834.03 16,506.27 55 INLET,Rl3 I.OEACH 2,928.06 2,928.06 56 PIPE CATCH BASIN, 15 N. 2.0 EACH 1,336.38 2,672.76 57 MANHOLE,C4 2.0 EACH 2,133.04 4,266.08 58 STRUCTURE,MANHOLE,RECONSTRUCT 3.2 LET 598.63 1 ,915.62 59 MANHOLE,J2 1.0 EACH 2,957.26 2,957.26 60 STORM QUALITY TREATMENT UNrr I.O EACH 16,761 .25 16,761.25 61 ROAD CLOSURE SIGN ASSEMBLY 9.0 EACH 125.00 1 , 125.00 62 DETOUR ROUTE MARKER ASSEMBLY 22.0 EACH 105.00 2,310.00 63 CONSTRUCTION SIGN,A 6.0 EACH 115.00 690.00 64 CONSTRUCTION SIGN,B 5.0 EACH 30.00 150.00 65 MAINTAINING TRAFFIC . 1.0 LSUM 7,855.46 7 ,855.46 66 BARRICADE,111-B 168.0 LFT 12.00 2,016.00 67 STREET SIGN ASSEMBLY,ORNAMENTAL 16.0 EACH 1 ,800.00 28,800..00 68 YIELD LINE TRIANGLE,THERMOPLASTIC 27.0 EACH 25.00 675.00 69 TRANSVERSE MARKINGS,THERMO,CROSSWALK LINE, 8 N. 219.0 LFT 1.80 394.20 70 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. 198.0 LFT 0.95 188. 10 71 LINE,THERMOPLASTIC,BROKEN, WHITE,8 IN.-2'LINE/4'GAP 37.0 LFT 3.00 111.00 72 LINE,THERMOPLASTIC,SOLID,YELLOW,4 N. 2,446.0 LFT 0.65 1,589.90 73 PVMT MSG MARKING,THERMO,LANE INDICATION ARROW 4.0 EACH 85.00 340.00 74 MANHOLE, C10 1.0 EACH 3,337. 24 3,337.24 75 J IN CONDUIT FOR STREETSCAPE UNDER ROAD IFA l;INCL. 400.0 LFT 248,410G 18.00 7 ,200.00 1.25 IN CONDUIT FOR STREETSCAPE UNDER ROAD WA I, 76 /NCI.2116,#8G 400.0 LFT 20.00 8,000.00 77 DUAL CONDUIT DUCT 400.0 LET 21.00 8,400.00 78 CABINET, TYPE PI MODIFIED 1.0 EACH 4,500.00 4,500.00 AR-6 Description Unit Item No. Quantity Price Total Price . 79 FOUNDATION, TYPE PI 1.0 EACH 1 ,200.00 1 ,200.00 80 ORNAMENTAL LIGHT POLE, FOUNDATION,LUMINARIES 10.0 E4CH 5,800.00 58,000.00 81 4 IN PVC CONDUIT UNDER ROADWAY 120.0 LFT 20.00 2,400.00 82 2'HANDHOLE 1.0 EACH 800.00 800.00 83 FLOWABLE FILL(UNDISTRIBUTED QUANTJTY) 20.0 CYD 61.51 1 ,230.20 Section 0001 Base Bid Total = 748,298.86 • AR-7 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 Seven Hundred Forty Eight Thousand Two Hundred Ninety Eight dollars and eighty six ranrc Dollars (S 748.298.86 )• 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 • 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 No. DATE SIGNATURE • One May 13, 2008 Two May 20, 2008 • • • BID-8 CITY OF CARMEL Rangeline Rd. Roundabout Rangeline Rd. and Smokey Row Rd. (136`h St.) in Hamilton County Project No. #06-19 Bid Date: May 21, 2008 Notice of Addendum No. I and No. 2 This is to advise you that Addendum #1 (May 13, 2008) and #2 (May 20, 2008) have been issued and distributed to the Planholders for this project. As an official Planholder for this project, we request that you fill out and return this form upon receipt of the Addendums. Also, be sure to include a copy of the Addendum Acknowledgement (Part 4, page BID-8) in your bid package. Please return this form filled out via facsimile transmission through FAX No. (317) 895-2596. If no FAX is available, the acknowledgement should be returned in PDF form by e-mail to Mr. John Sprague at iohnsna,ucindv.com. - ACKNOWLEDGMENT OF RECEIPT OF REVISIONS - DATE c' 2 o 'D2 ca NAME v i I 0 A &2 1 ,1 r3 _A . BY 1 *AA- 441. • PART 5 EXCEPTIONS Instructions To Bidders: 5.1 The Bidder shall lid(); 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-9