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Home My WebLink AboutKeystone and 116th/Carmel Dr o n t��Jllll , iOI D OM n Owusr CITY MAIEL JA1d1:S BRA[AUR]), MATOR LETTER OF TRANSMITTAL Date: March 11, 2009 To: Sandy Johnson Clerk Treasurer's Office From Jeremy Kashman Dept. of Engineering City of Carmel, Indiana RE: Bid Packets for the Keystone Parkway and 116`" Street/Carmel Drive Interchange Project #07-08C with Base Bid and Alternate #2 Bid. Enclosed please find 3 (three) original bid packets for the above project. Bidder Base Bid Alternate Bid Rieth-Riley $25,351 ,380.00 $114,283.00 Walsh Construction $29,299,476.16 $ 93,426.53 Milestone $38,835,400.00 $191,482.86 I.)r:enu'rari_�F ai° arci;r:ei,�c ONE Civic Scgi:vtr.. Cait:arti. IN 46032 4Jrwrr -11— :1— 41] I=AZ 31',5'1.2'!39 H.>LUL cn};Iit c•rint;SrL Anti l_in. .∎ ©o C3 AMERICAN 7260 Shadeland Station, Indianapolis, Indiana 46256 STRUCTUREPOINT TEL 317.547.5580 FAX 3lzsas.0270 INC. wwnv.structurepoint.com 0 M E M O R A N D U M DATE: March 9, 2009 TO: Mike McBride, PE FROM: Sam Balog, PE RE: Keystone & 116th Street / Carmel Drive Project - Project #07-08C cc: Jeremy Kashman, Craig Parks, Rick Conner We have reviewed the bids opened at the March 9th, 2009 Board of Works meeting for the above mentioned project. Three contractors bid with the following results. 116th Street Base Bid 116th Street Alternate #2 Bid (Project 07-08C) (Project 07-08C) Engineer's Estimate $37,903,983.98 $105,407.35 Rieth-Riley Construction $25,351,380.00 $114,283.00 Walsh Construction Co. $29,299,476.61 $93,426.53 Milestone Contractors LP $38,835,400.00 $191,482.86 Based on our review of the bids, we recommend Rieth-Riley Construction Company be awarded the 116th Street Base Bid for a total of$25,351,380.00 or 116th Street Base Bid with Alternate #2 for a total of$25,465,663.00. The bid from Rieth-Riley is complete, and they are the lowest responsible bidder on both options. If you have any question please do not hesitate to call. Page I of 1 1 NOTICE TO BIDDERS City of Carmel, Indiana Notice is hereby given that the Board of Public Works and Safety for the City of Carmel, Hamilton County, Indiana will receive sealed bids for the "Keystone Parkway and 116f6 Street/ Carmel Drive Advance Maintenance of Traffic City of Carmel Project #07-08C-1 Project" at the office of the Clerk Treasurer, One Civic Square, Carmel, Indiana (City Hall) 10:00 AM Local Time on or before October 15`h, 2008, and commencing as soon as practicable thereafter on the same date such bids will be publicly opened and read aloud in the Council Chambers of City Hall. No late bids will be accepted. All bids and proposals shall be properly and completely executed on the proposal forms provided with the plans and specifications, which will include the non-collusion affidavit as required by the State of Indiana. The bid envelope must be sealed and have the words "BID — Keystone Parkway and 116`h Street / Carmel Drive Advance Maintenance of Traffic, City of Carmel Project #07-08C-1". A bid bond or certified check in an amount not less than ten percent (10%) of the amount bid must be submitted with each bid. A one hundred percent (100%) performance and payment bond will also be required of the successful bidder. It is intended that actual construction of all work divisions shall be started as soon as practicable, and each bidder shall be prepared to enter promptly into a construction contract, furnish a performance bond, and begin work without delay in the event the award is made to him. A pre-bid conference for discussions of the Project, the bidding requirements and other important matters will be held on October 7th at 10:30 AM in the Caucus Room on the 2nd Floor of City Hall (One Civic Square). All prospective bidders are encouraged to attend the pre-bid conference. The Project consists of, but is not necessarily limited to, the following: Construction of local road system to be that is to be part of a future split diamond roundabout interchange at the intersections of Keystone Parkway with 116`h Street and Carmel Drive Contract Documents for the Project have been assembled into one bound project manual, which together with drawings, may be examined at the following locations: City of Carmel Department of Engineering - 1st Floor One Civic Square Carmel, IN 46032 (317) 571-2441 American Structurepoint, Inc 7260 Shadeland Station Indianapolis, IN 46256 (317) 547-5580 A compact disk with electronic (.PDF) files of all project drawings and project manuals may be obtained from American Structurepoint, Inc. These files include full-size and half-size drawings, geotechnical report and project specifications for Carmel Project 07-08C-1. There will be no charge for the compact disc. Paper copies of drawings and project manuals must be obtained from American Structurepoint, Inc., at the address stated above, upon the payment of $150.00 for each set. Each set includes one half-size set of road plans, geotechnical report, and project specifications for Project Numbers 07-08C-1. Payment must be by check. NO CASH ACCEPTED. Make checks payable to American Structurepoint, Inc. All payments and costs of Contract Documents are non-refundable. Bidders shall assure they have obtained complete sets of drawings and Contract Documents and shall assume the risk of any errors or omissions in bids prepared in reliance on incomplete sets of drawings and Contract Documents. This Project will be funded by the City of Carmel. Wage rates for the Project shall not be less than the current prescribed scale of wages as determined by the Common Construction Wage Committee in accordance with I.C. 5-16-7, and included in the Project Manuals. For special accommodations needed by handicapped individuals planning to attend the pre-bid conference or public bid opening meeting, please call or notify the City of Carmel, Engineer's Office, at (317) 571-2441, at least forty-eight (48) hours prior thereto. No bidder may withdraw any bid or proposal within a period of thirty (30) days following the date set for receiving bids or proposals. The Carmel Board of Public Works and Safety reserves the right to hold any or all bids or proposals for a period of not more than thirty (30) days and said bids or proposal shall remain in full force and effect during said period. The City of Carmel reserves the right to reject and/or cancel any and all bids, solicitations and/or offers in whole or in part as specified in the solicitations when it is not in the best interests of the governmental body as determined by the purchasing agency in accordance with IC 5-22-18-2 Diana L. Cordray Clerk-Treasurer Publication Dates: September 26th & October 3r°, 2008 Form Prescribed by State Board of A counts 900549-5325328 General Form No.99 I'(Bev. 1987) f CITY OF CARNJEL-TOPICS LEGALS To: INDIANA NEWSPAPERS 307 N PENNSYLVANIA ST - PO BOX 145 COUNTY, INDIANA INDIANAPOLIS, IN 46206-0145 PUBLISHER'S CLAIM LINE COUNT Display Matter-(Must not exceed two actual lines,neither of which S . shall total more than four solid lines of the type in which the body of the advertisement is set). Number of equivalent lines Head-Number of lines S . Body-Number of lines S . S . Tail -Number of lines S . Total number of lines in notice COMPUTATION OF CHARGES 99.0 lines 2.0 columns wide equals 198.0 equivalent S97_42 lines at.492 cents per line Charges for extra proofs of publication(S Ida)for each proof in excess of two) S .00 S .00 TOTAL AMOUNT OF CLAIM Si . 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 97.42 Pursuant to the provisions and penalties of Chapter 155.Acts of 1953. I hereby certify that the foregoing account is just and correct,that the amount clai med is legally due,after allowing all just credits,and that no part of the same has been paid. DATE: 10/03/2008 Clerk Title 900549-5325328 PUBLISHER'S AFFIDAVIT PUBLIC NOTICES, PUBLIC NOTICES; State of Indiana SS: NOIICETO BIDDERS Hamilton County City of Carmel Indiana • Notice is hereby given that the Board of Public Works and Safety for the City of Carmel,Hamilton Counry.In- diana wall receive sealed bids for the"Keystone Park- Personally appeared before me,a notary public in and for said county and state, way and 116th Street/Carmel Drive Advance Write. ec' thfa tCltleasOCiv )Projtat e f of he erkTreasurrer,One Civic -Acamped dirk wTthelKttahtCT:r'00 ,184 brarrlT/oje. the undersigned Kern Dodson who,being duly sworn,says that SIZE is clerk c drawings and project manuals may be obtained from l s American Structureo0ooint.Inc These hies Include full' (Q l size and half-size drawings.geotechnlcai tenon'O ee antl'sThoet bee ot effr Cmadlesec. of the Noblesville ledger a newspaper of general circulation r Paper copies of drawings and project manuals must be t obtained from American Structurevlalnt, t the ad. a dress seiteed above.upon the once bait-size Inc.,set of road printed and published in the English language in the city of NO I3LIS V ILLE in state flanlank geotechnical report antl project specihcahons k M Numbers dT DAL I. Payment must be by I cAmerian SI Gureeppoin�O.Aill pa.ymenpb dcyaoos`ts of and county aforesaid,and that the printed matter attached hereto is a true copy, Contract Documents are non-fundable. r Bidders shall assure they have obtained complete sets o1 dawin s and Contend Document and shall assume free risk of on a'"ump a setme of drawings ns Indenrl contract which was duly published in said paper for 2 timers),between the dates of -Documents- )1 This Project wit be funded by the City of Cannel. it Wage rates for the Project shall not be less than the 09/26/2008 and 1 0/03/2008 n current prescribed scale of wages as determined by the Common Construttlon Wage Committee in accord nce MN I.L, t6T,and included In the Project Manuals. For al accommodations needed fhvv handicapped e�l individuals planning to attend lithe pre all conference or VJ ] Cityllof bCamel.EE�gq ineerer''s Ofircee,at o ii51idiidl1 at �MYL1•y\ Clerk least fonpeight(481 hours prior thereto. Title No bidder may withdraw any bid or proposal within a period of thirty(30)days following the date set for re- ceiving bids or proposals.The Cannel Dowd of Public Works and Safety reserves the d ht to hold any or all• bids or proposals for a period of not more than thirty Subscribed and sworn to before me on 10/03 2008 / ISO)dam and said bids or roposal stall remain In h ' 'force and diet during sala period.The City of Carmel - rg the right to reject ande r cancel any and all brdlicitations and/or offers In whole or In part as j I „ ,specified In the sohdretionst when it Is not in the best . rerests of the govemmental body as determined by , -�I� • �� 'thepurchasirg apnnry in ettordnce with IC 5.22-18-1 or • lana I.Cordray Notary Public Clerkdreasumr (Hl-9/26.00/3 5325328) - _ LOUISE M.POWELL NOTARY PUBLIC Form 65.REV 1-88 My commission expires: 4F41 STATE OF INDIANA MY COMMISSION EXPIRES February 21E 2016 • , • t. BIDDER'S ITEMIZED PROPOSAL AND DECLARATIONS City of Carmel Instructions To Bidders: This form shall be utilized by al! Bidders. Except as otherwise specifically provided, all Parts shall be fully and accurately filled in and completed and notarized. Project: Keystone Parkway and I1e Street/Cannel Drive Advance Maintenance of Traffic City of Carmel Project#07-08c-1 Proposal For Construction of: Construction of local road system that is to he prat ol'a future split diamond roundabout interchange at the intersections of Keystone Parkway with 116"'Street and Cannel Drive Date: October 15, 2008 To: City of Carmel, Indiana, Board of Public Works and Safety B1 D-I 1N20030661 PART I BIDDER INFORMATION (Print) 1.1 Bidder Name: City of Cannel, Board of Public Works and Safety 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 1-6423 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, datedJanuary 23, 1958.] .1 Corporation Name: .2 Address: .3 Date registered with State of Indiana: .4 Indiana Registered Agent: Name: Address: BID-2 IN2003066I PART 2 BID PROPOSAL 2.1 Base Bid (Required) 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 Two Million Two Hundred Sixteen Thousand Four Hundred and 00/100 -- Dollars ($ 2 ,216,400.00 ). 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 [N20030661 • PART 1 CQNTRACT ITEMS AND UNIT PRICES City of Cannel Project No.07-08C-1 Bose Bid Keystone Parkway and 116th Street/Carmel Drive Advance Maintenance of Traffic ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL N0. PRICE 1 CONSTRUCTION ENGINEERING LS 1 $ 17.825.00 $ 17,825.00 2 MOBILIZATION AND DEMOBILIZATION LS 1 $ 113,742.88 $ 113,742.88 3 CLEARING RIGHT OF WAY LS 1 $ 35.000.00 $ 35.000.00 4 PAVEMENT REMOVAL SYS 1,327 $ 13.00 $ 17.251.00 5 GUARDRAIL,REMOVE ' LFT 572 $ 4.26 $ 2,436.72 6 EXCAVATION,COMMON CYS 8,222 $ , 18.00 $ 147.996.00 7 TEMPORARY EROSION AND SEDIMENT CONTROL.CURB INLET EACH 17 $ 270.00 $ 4.590.00 PROTECTION 8 TEMPORARY FILTER TUBE,18- LFT 78 $ 20.00 5 1,560.00 9 TEMPORARY DITCH INLET PROTECTION EACH 6 S 117.00 $ 702.00 10 TEMPORARY SEDIMENT TRAP TON 211 $ 30.00 $ 6,330.00 11 TEMPORARY SILT FENCE LET 500 $ 1.40 $ 700.00 12 SUBGRADE TREATMENT.TYPE I SYS 9,457 $ 4.60 $ 43,502.20 13 STRUCTURE BACKFILL,TYPE 1 CYS 5,732 $ 19.80 $ 113,493.60 14 STRUCTURE BACKFILL.TYPE 2 CYS 1,227 $ 27.50 $ 33742.50 15 COMPACTED AGGREGATE,NO.53,BASE TON 838 $ 35.00 $ 29,330.00 16 SUBBASE FOR PCCP CYS 2,211 $ 55.00 $ 121.605,00 17 HMA FOR TEMPORARY PAVEMENT TON 856 $ 80.00 $ 68,480.00 18 PCCP,12 IN. SYS 8,606 $ 47.00 $ 404482,00 19 0-1 CONTRACTION JOINT LFT 4,442 $ 1300 $ 57746,00 20 PCCP PATCHING SYS 306 $ 10000 $ 30,600.00 21 GUARDRAIL,STEEL CURVED TERMINAL END SECTION EACH 2 $ 62.81 $ 125.62 22 GUARDRAIL END TREATMENT,OS EACH 2 $ 2,384.00 $ 4,768.00 23 GUARDRAIL,W BEAM,6 FT.3 IN,SPACING LFT 606.25 $ 20.48 $ 12,416.00 24 CURB,INTEGRAL.B,CONCRETE LET 3.157 $ 14.00 $ ' 44,198.00 25 GEOTEXTILES SYS 280 $ 220 $ 616.00 26 RIPRAP,CLASS 2 TON 15 $ 88.00 $ 1.320.00 27 RIPRAP,REVETMENT TON 145 $ 29.00 5 4,205.00 28 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $ 665.00 $ 1,330.00 29 MULCHED SEEDING,T,CONVENTIONAL MIX SYS 2,652 $ 0.50 $ 1,326.00 30 FERTILIZER TON 1 $ 2,487.00 $ 2.487.00 31 SEED MIXTURE,U LBS 165 $ 5.01 $ 826.65 32 MULCHING MATERIAL TON 2 $ 627.00 $ 1,254.00 33 WATER kGAL 1 $ 25.00 $ 25.00 34 TOPSOIL CYS 932 $ 13.00 5 12,116.00 35 SODDING,NURSERY SYS 138 $ 1445 $ 1,994.10 . 36 CORED HOLE IN CONCRETE EACH 2 $ 500.00 $ 1,000,00 37 CULVERT,PRECAST BOX,REINFORCED CONCRETE,6 FT.X 6 FT. LFT 188 $ 436.00 $ 81.968.00 38 PIPE,REINFORCED CONCRETE.CIRCULAR,36 IN. LFT 1,604 $ 69.00 $ 110,676.00 39 PIPE.TYPE 4,CIRCULAR.6 IN. LFT 2.957 $ 5.80 $ 17,150.60 40 PIPE,REINFORCED CONCRETE,CIRCULAR,12 IN. LFT 858 $ 29.00 $ 24.882.00 41 PIPE.REINFORCED CONCRETE,CIRCULAR.15 IN. LFT 707 S 45,00 $ 31,815.00 42 PIPE,REINFORCED CONCRETE,CIRCULAR,18 IN, LET 95 $ 41.00 $ 3.695,00 43 PIPE,REINFORCED CONCRETE.CIRCULAR,30 IN. LFT 164 $ 6000 $ 11,040.00 44 PIPE,REINFORCED CONCRETE,CIRCULAR,42 IN. LFT 393 $ 125.00 $ 49,125,00 45 VIDEO INSPECTION FOR PIPE LET 3,891 $ 1.00 1 3,841.00 96 VIDEO INSPECTION FOR UNDERDRAINS LET 3,000 $ 1.00 1 3,000.00 47 AGGREGATE FOR UNDERDRAINS CYS 266 $ 31.00 5 6.24500 40 GECTEXTILES FOR UNDERDRAIN SYS 2,466 $ 1.20 $ 2,959.20 49 INLET,E7 EACH 1 5 1.600.00 $ 1,60000 50 MANHOLE.04 EACH 5 $ 2.000.00 $ 10.000.00 51 MANHOLE,K4 EACH 6 $ 4,800.00 $ 27,600.00 52 MANHOLE,J4 EACH 5 S 4.20500 $ 21,00000 53 INLET,015 EACH 6 $ 1,60000 3 12,600.00 54 CATCH BASIN,C15 EACH 9 $ 7500.00 $ 17,100.00 55 MANHOLE.J7 EACH 3 $ 4,100.00 $ 12,300.00 56 STORMWATER TREATMENT SYSTEM,TYPE II EACH 1 $. 32,000.00 $ 32,000.00 57 STORMWATER TREATMENT SYSTEM,TYPE III EACH 1 5 38,000.00 $ 38,00000 58 WINGWALL,MODIFIED SYS 317 $ 685.00 S 21714500 59 CONSTRUCTION SIGN,C EACH 2 $ 27500 $ 550.00 60 TEMPORARY PAVEMENT MESSAGE MARKING.REMOVABLE,LANE EACH 5 $ 112.00 $ 56000 INDICATION ARROW 01 TEMPORARY PAVEMENT MESSAGE MARKING.REMOVABLE.WORD(ONLY) EACH 5 $ 22400 5 1,120.00 02 CONSTRUCTION SIGN,A EACH 16 $ 10800 $ 1,728.00 63 MAINTAINING TRAFFIC LS 1 $ 25,000.00 $ 25.00000 64 ENERGY ABSORBING TERMINAL,CZ,TL-2 EACH 2 $ 3900,00 $ 7.80000 65 BARRICADE,Ill-A LFT 43 $ 13.75 $ 560.00 66 TEMPORARY TRAFFIC BARRIER,TYPE 2 LET 3,509 S 25.00 5 89,725.00 $7 PAVEMENT MESSAGE MARKINGS.REMOVE EACH 7 $ 7700 5 539.00 68 TRANSVERSE MARKING,REMOVE LFT 58 $ 8.75 $ 50750 69 LINE,PAINT.BROKEN,WHITE.4 IN. LFT 541 $ 0.39 $ 183.94 70 LINE,PAINT,SOLID.WHITE,4 IN. LFT 7,159 $ 0.34 1 2,420.46 71 LINE.PAINT,SOLID,YELLOW.4 IN, LFT 3,657 5 0.34 $ 1,243.33 72 LINE.REMOVE LFT 4,115 $ 0.95 $ 3,90925 73 LINE,PAINT,DOTTED,WHITE,4 IN..2 FT.LINE,4 FT.GAP LFT 370 $ 0.34 $ 125.50 79 EROSION CONTROL BLANKET SYS 962 $ 2.30 $ 1.062.60 TOTAL: 5 2,216,490.00 SU M 19'TED-RY. -RR Riethiley Construction Co.,I .. , - -- SIGNA R `' - V _ - TITLE: Paul J.Tate,Regional VP Central IN ADDRESS: 1751 w_Minnesota SI.,PC Box 276 Indianapolis, IN 46206 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 1 10/3/08 2 10/10/08 • • • 310-5 'N20030661 PART5 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. 5.2 Bidder is cautioned that any exception taken by Bidder and deemed by OWNER to he a . material qualification or variancef-omn the terms of the Contract Documents may result in this Bid being rejected as non-responsive. 5.3 Exceptions: None. • • • • 131 0-6 IN20030661 BID PROPOSAL SUMMARY PAGE Complete the following information and place as the cover page to your bid packet. Insert all documents into an envelope with project name and your company name clearly marked on the outside. Seal the envelope. Company: C ; &— 4 C-r ; Tie. Project Name: I' o Fe si-bn-e- (Gtr c....,0.. wk� load- 7f 07-0$C_x Date Submitted: loss to S Base Bid Amount: � z 457, E 64 Revised 10/312008 BIDDER'S ITEMIZED PROPOSAL AND DECLARATIONS City of Carmel Instructions To Bidders: This firm 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: Keystone Parkway and 116m Street/Carmel Drive Advance Maintenance of Traffic City of Carmel Project 1107-08C-1 Proposal For Construction of: Construction of local road system that is to be part of a future split diamond roundabout interchange at the intersections of Keystone Parkway with I1e Street and Carmel Drive Date: Slob To: City of Carmel, Indiana, Board of Public Works and Safety BID-I IN2DQ a661 PART BIDDER INFORMATION (Print' 1.1 Bidder Name: Gelder �/ et�2✓z Inc. 1.2 Bidder Address: Street Address: Y8o6 Cu. $6 fl, Sinker City: WAS State: Zip: Y6268 Phone: 317-334-t75 g Fax: 317- fly- //rs> 1.3 Bidder is a/an [mark one] individual Partnership ✓ Indiana Corporation Foreign (Out of State) Corporation; State: Joint Venture Other 1.4 [The following must be answered V 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 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, /958.] .1 Corporation Name: 1 Address: .3 Date registered with State of Indiana: .4 Indiana Registered Agent: Name: Address: BID-2 1N21)030(,6] PART 2 BID PROPOSAI. 2.1 Base Bid (Required) 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 -Ivo u1 tu_alt Got IL*04D s -Ti as t ia(ir LILnMvs0 -st_• � Dollars (S z 4Vd7 stet, G4 ). 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 arc 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 Numoeei PART 3 CONTRACT ITEMS AND UNIT PRICES City of Carmel Project No,07-08C-1 Base Bid Aeyslone Parkway and 115th Street/Carmel Drive Advance Maintenance of Traffic ITEM DESCRIPTION UNIT QUANTITY UNIT I TOTAL NO- PRICE 1 CONSTRUCTION ENGINEERING LS 1 i" C3016 t✓/ilMs 2 MOBILIZATION AND DEMOBILIZATION LS 1 $120.000.W $120,000.00 3 CLEARING RICHT OFV,AY LS 1 $50,(h90.00 550000.00 4 PAVEMENT REMOVAL SYS 1,327 $10,00 $13.27000 5 GUARDRAIL.REMOVE LFT 572 54.95 52.831 40 6 EXCAVATION,COMMON CYS 8,222 0225,105.00 52730 7 TEMPORARY EROSION AND SEDIMENT CONTROL,CURS INLET EACH 17 $2,04000 PROTECTION _ $12000 5 TEMPORARY FILTER TUBE.18' LET 78 $1500 $1.17000 9 TEMPORARY DITCH INLET PROTECTION EACH 6 5120.00 5720.00 10 TEMPORARY SEDIMENT TRAP TON 211 558.00 512.236.00 11 TEMPORARY SILT FENCE LFT 500 5215 $1,075.00 12 SUBGRADE TREAT MEN I,'TYPE I SYS 9,457 $390 532,153.60 13 STRUCTURE BACHFILL,TYPE 1 CYS 5,732 530.00 $17190000 14 STRUCTURE BACKFILL,TYPE 2 CYS 1.227 $30.00 535,61000 15 COMPACTED AGGREGATE,NO,53,EASE TON 838 $24 60 $20,112.00 16 SUBBASE FOR PCCP CYS 2.211 592.862.00 $42.00 17 IIMA FOR TEMPORARY PAVEMENT TON 855 $7620 555227.20 18 POOP,12 IN. SYS 8.600 $05,00 8367,270.00 19 D-I CONTRACTION JOINT LFT 4,442 $13.00 557,746.00 20 PCCP PATCHING SYS 306 53500 510,7500o 21 GVARDRALI.,STEEL CURVED TERMINAL END SECTION EACH 2 539.50 5/300 22 GUARDRAIL END TREATMENT,OS EACH 2 $2,675.00 $5,350.00 23 GUARDRAIL,w BEAM.6 FT,3 IN,SPACING LFT 606.25 519,50 $11.821,88 24 CURB.INTEGRAL B,CONCRETE LET 3,157 51380 $43,566.60 25 GEOTEXTII.ES SE'S 260 $1 5420.55 26 RIPRAP.CLASS 2 TON 15 579,00 $1.18500 27 RIPPAP,REVETMENT TON 145 150.00 57,25000 28 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 5400.00 5800.00 29 MULCHED SEEDING,T.CONVENIIONAL MIX SYS 2,552 50 70 51,5$6,40 30 FERTILIZER TON 1 11,650.00 $1,650.00 31 SEED MIXTURE,11 LEIS 155 $4,50 0742.50 32 MULCHING MATERIAL TON 2 $600.00 81,320.00 33 WATER $GAL 1 512.00 $6..52 34 TOPSOIL ENS 932 F2,00 M 110C14V 35 SODDING.NURSERY SYS 135 517.00 52,346.00 35 CORED HOLE IN CONCRETE EACH 2 $1,600.90 53.20000 37 CULVERT,PRECAST BOX,REINFORCED CONCRETE,6 FT.X 6 ET_ LFT 168 $50000 594,000.00 38 PIPE.REINFORCED CONCRETE.CIRCULAR,33 IN. LFT 1,504 56300 5101,05290 39 PIPE,TYPE 4,CIRCULAR,6 IN. LFT 2.957 $5.00 $14,785.00 40 PIPE,REINFORCED CONCRETE,CIRCULAR,12 IN. LFT 858 52600 522,308.00 41 PIPE,REINFORCED CONCRETE,CIRCULAR,15 IN. LET 707 $55.00 536,057,00 42 PIPE,REINFORCED CONCRETE.CIRCULAR,l6 IN. LFT 95 $306 $2,850.00 43 PIPE REINFORCED CONCRETE,CIRCULAR,30 IN. LFT 184 55200 59.56800 44 PIPE.REINFORCED CONCRETE,CIRCULAR,42 IN- LFT 393 $11900 545,767.00 45 VIDEO INSPECTION FOR PIPE LET 3,841 gt 30 $6,145.60 46 VIDEO INSPECTION FOR UNDERDRAINS LET 3,000 5078 52.340 00 47 AGGREGATE FOR UNDERBRAINS LYS 265 546.00 512,236.00 46 GEOTE%TILES FOR UNDERURAIN SYS 2,456 5135 53,329.10 40 INLET,E] EACH 1 51.35000 $115000 50 MANHOLE,04 EACH 5 5717000 515,866.86 Si MANHOLE.K4 EACH 6 55,01X400 533,000,00 52 MANACLE J4 EACH 5 53;200.00 416,090,00 53 INLET.C15 EACH B $150066 $20,000.00 54 CATCH BASIN,C15 EACH 9 53.15000 $28.350.00 55 MANHOLE,J7 EACH 3 53.290.00 59,870.00 56 STORMWATER I REAI'MENT SYSTEM,TYPE II EACH 1 $6240000 $42,400.00 57 STORMWATER TREATMENT SYSTEM.TYPE III EACH 1 $53.400.00 653.40000 58 WINGWALL,MODIFIED SYS 317 5264,17829 5833.37 59 CONSTRUCTION SIGN.C EACH 2 $39000 5780.00 60 TEMPORARY PAVEMENT MESSAGE MARKING,REMOVABLE.LANE EACH 5 51,02528 INDICATION ARROW $205.00 51 TEMPORARY PAVEMENT MESSAGE MARKING.REMOVABLE,WORD(ONLY) EACH 5 $24000 $120000 62 CONSTRUCTION SIGN,A EACH 13 5215,00 53.44000 53 MAINTAINING TRAFFIC LS 1 575,000.00 575,E00.03 54 ENERGY ABSORBING TERMINAL.C .TL-2 EACH 2 $647500 $11.95000 65 BARRICADE,111.4 LFT 48 $1]00 $81600 BS TEMPORARY TRAFFIC BARRIER,TYPE 2 LFT 3,559 $2500 389,725,00 El PAVEMENT MESSAGE MARKINGS,REMOVE EACH 7 _ 5156.00 $1,162.00 6B TRANSVERSE MARKING,REMOVE LET 58 8810 $669.80 69 LINE.PAINT,BROKEN,WHITE,4 IN. LFT 541 51.75 5945.75 70 LINE,PAINT,SOLID,WHITE.4 IN. LET 7,119 $0B5 56,051.15 71 LINE,PAIN",SOLID,YELLOW.4 IN. LFT 3,657 5085 53,10845 72 LINE,REMOVE LET 4,115 $0.85 53,497,75 73 LINE.PAINT,OOHED.WHITE,4 IN.,2 FT.LINE,4 FT.GAP LET 370 $1.95, 5]21.50 74 EROSION CONTROL BLANKET SYS 462 52,15 $1,270.50 TOTAL: {� p 1 54`4887,8`06.84 SUBMITTED B l., b T+ Y �`�ee T 1 at. SIGNATURE TITLE. AQa 1. J+ViJIN. ,T�i�W�,€C ADDRESS: 41606 4 VC/I N L/' F' e+-L \‘,\b4 f\M iaus, 11�1 11(2(06 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 1 /a/a/o e /O/a/D 8 BID-5 tN20030661 PARTS EXCEPTIONS Instructions To Bidders: 5.1 The Bidder shall fully state each exception taken to the .Spec(cations 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 he a material qualification or variance from the terms of the Contract Documents may result n this Bid being rejected as non-responsive. 5.3 Exceptions: Alone BID-6 [N20030661 BID PROPOSAL SUMMARY PAGE Complete the following information and place as the cover page to your bid packet. Insert all documents into an envelope with project name and your company name clearly marked on the outside. Seal the envelope. Company: Walsh Construction Company 2749 N . State Road 39 LaPorte , IN 46350 Project Name: Keystone Parkway & 116th Street/Carmel Drive Advance Maint . of Traffic , City of Carmel , IN Project #U7-u8L-1 Date Submitted: October 15 , 2008 Base Bid Amount: to a 1 S n , O 84 . 9 $ Revised 10/3r2008 BIDDER'S ITEMIZED PROPOSAL AND DECLARATIONS City of Carmel InstrucivOns To Bidders: This form shall he utilized by all Bidders. Except as otheri4'i.ce specifically provided, all Parts shall be fully and accurately filled in and completed and notarized. Project: Keystone Parkway and 116"'Street/Carmel Drive Advance Maintenance of Traffic City of Carmel Project#07-USC-1 Proposal For Construction of: Consu'action of local road system that is to be part rya future split diamond roundabout interchange at the intersections of keystone Parkway with ll e Street and Carmel Drive Date: October 15 , 2008 To: City of Carmel, Indiana, Board of Public Works and Safety BID-1 [N20010661 PART 1 BIDDER INFORMATION (Print) 1.1 Bidder Name: Walsh Construction Company 1.2 Bidder Address: Street Address: 2749 N. State Road 39 City: LaPorte State: IN Zip: 46350 Phone: 219-324-4320 Fax: 219-324-4719 1.3 Bidder is a/an [mark one] Individual Partnership _ Indiana Corporation x Foreign (Out of State) Corporation; State: Illinois Joint Venture Other 1.4 [The following must he 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: Walsh Construction Company .2 Address: 2749 N. State Road 39, LaPorte , IN 46350 .3 Date registered with State of Indiana: October 6 , 2005 .4 Indiana Registered Agent: Name: Corporation Service Company Address: 251 E . Ohio , Suite 500 Indianapolis , IN 46204 BID-2 mrxtoaoae: PART 2 BID PROPOSAL 2.1 Base Bid (Required) 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 Trio M:4l:on F;,ee.. I\un S�+e n\tan ThexasaA P4WiecDollars (S 2, 511 r 09S,92S). 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 he performed or furnished under the Contract. BID-3 ]N20030661 PART 3 CONTRACT ITEMS AND UNIT PRICES Ciry of Carmel Project NO.07-080-8 Base Bid Key9Ione Parkway and 116th 51met!Carmel Diodo.AOVIItILO maintenance of Traffic ITEM DESCRIPTION HM ' QUANTITY UNIT TOTAL 140, PRICE I CONSTRUCTION ENGINEERING LS I 5 150,000.00 $ 150,00000 2 MOBILIZA I ION AND DEMOBILIZATION LS 1 6 120,000.00 1 120,000.00 3 CLEARING RIGHT OF WAY LS I S 125.000,00 I. 125.000,00 4 PAVEMENT REMOVAL SYS 1,327 5 14.00 $ 18,57800 5 GUARDRAIL,REMOVE LET 572 $ 4.50 $ 2.51400 6 EXCAVATION.COMMON CYS 8,222 $ 19.00 $ 156,21890 T TEMPORARY EROSION AND SEDIMENT CONTROL,CURB INLET EACH 17 $ 317.67 5 5,193.79 PROTECTION 8 TEMPORARY FILTER TUBE, 18- LET 78 $ 2T49 $ '2,144,22 9 TEMPORARY DITCH INLET PROTECTION EACH 6 $ 85.00 5 510,00 10 TEMPORARY SEDIMENT TRAP TON 211 $ 3113 $ 6,95243 11 TEMPORARY SILT FENCE 1.61 500 $ 300 1 1,500.00 12 SU @GRAVE TREATMENT,TYPE I SYS 9,457 $ 500 1 47.28500 13 STRUCTURE BACKFILL TYPE I CYS 5.732 $ 18.05 $ 113,952.16 14 STRUCTURE EACKFILL,TYPE 2 CYS 1,227 $ 27.62 $ 33,809.74 15 COMPACTED AGGREGATE,NO.53,EASE TON 638 $ 22.00 $ 18,43600 16 SUBBASE FOR POOP CYS 2.211 $ 34.70 $ 76,721,70 17 HmA FOR TEMPORARY PAVEMENT TON 856 S 76.30 8 65.312.60 18 PCCP.123N. 515 8,606 S 55-00 3 473,33000 19 D-1 CONTRACTION.JOINT LFT 4,442 5 12.00 $ 53,30400 20 PCCP PATCHING SYS 306 $ 65.00 $ 19,89100 21 GUARDRAIL,STEEL CURVED TERMINAL END SECTION EACI1 2 $ 150.00 $ 300.00 22 GUARDRAIL END TREA WENT,OS EACH 2 $ 2,42500 $ 4,550.00 23 GUARDRAIL,W BEAM,6 PI'_3 IN.SPACING LFT 606.25 $ 18.10 S 10 973,13 24 CURB.INTEGRAL,B,CONCRETE LFT 3,157 $ 12.12 $ 38,242.84 2S GEOTEX PILES SYS 280 $ 2.21 $ 61800 26 RIPRAP,CIASS 2 'TON 15 $ 88.37 $ 1,326.55 27 RIPRAP.REVETMENT TON 145 $ 29.12 $ 4.22240 28 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $ 50000 5 1.000.00 29 MULCHED SEEDING.T.CONVENTIONAL MIX SYS 2,652 $ 0.32 $ 840,61 30 FERTILIZER TON 1 $ 750.00 $ 75000 31 SEED MIXTURE,U LBS 165 S 4.00 5 66000 32 MULCHING MATERIAL ION 2 $ 500,00 $ 1,000.00 33 WATER ■GAL 1 $ 250.00 $ 350,00 34 TOP SOII. CYS 932 1 13.05 S 12,102E0 35 SODDING,NURSERY SYS 138 $ 1331 $ 1,83678 36 CORED HOLE IN CONCRETE EACH 2 $ 2,368.15 5 471030 37 CULVERT.PRECAST BOX,REINFORCED CONCRETE.6 FT.X 6 FT. LET 188 $ 437,83 $ 82,312.04 38 PIPE,REINFORCED CONCRETE.CIRCULAR,35 IN. LFT 1,604 $ 69.29 5 111,141.16 39 PIPE,TYPE 4,CIRCULAR,6 IN. LOT 2,957 $ 5,82 $ 17,209 74 40 PIPE,REINFORCED CONCRETE,CIRCULAR,12 IN, LFT 858 $ 29.12 $ 24,984.96 41 PIPE,REINFORCED CONCRETE,CIRCULAR,15 IN. LFT 707 3 45.19 $ 31.949.33 52 PIOE.4EINEDRC CDC ONGRETE,CIRCULAR.151x1. I LET 9E 4141 3,911. 15 J3 PIPE,REINFORCEGCOGICRETE_CIRCULAR,301 H. I LET 151 I / 'Lc )1 CS . i 55 IPw5,P_I,NFORCF.DCONCRETE,CIECui;R_521:1 LET 963 125. 63 I 4%133.2.c7 45 VIDEO LNS=ECT101'FOR PPE LFT ?_6_: I_00 2 .841 co. AP VIDEO IIJSPELTIJI3 FOR UNDEROR;IN5 LFT 1090 IA) oco.�.Io A] AGGREGATE'OR U,NDERDR:I:JS DYE 255 3I i,7V aT 9Aw 52 V. I GEOTEATI LE S FOR uNDERER41N SYS 3.450 . j 21 I Z1MI5 52 45 INLET I E.CH I • 3,o .00� 31 000.6D 50 LIANEDLS,Ce - r a,,_Soo.006 12, coo.05 31 MANHOLE,K,i EACH I 3 /4o .co '32, 4co,oc. I 52 I,I;r;HOLE,J4 EACHI - I 5,oQO.On 471000.00 ] IwL=7.415 EACH I e 2,00Q,bo f(, ow.00 E5 C4TCHEFSIFI_C-5 E-,CN 2 000.00 I. OG.No.c 0 LIANHOLE,J7 I A=H 1 - 6=too I 000.co 56 STORMW=T.RTREATMIENT SYSTEM TYPEn EACHI 173/�,touts" 73 to . _ �] STORML'&ATTR TRC 4TP•IEM SVSi F..'.,NNe 111 _,Aryl I II 1/5 .00O.00 loot CO. o se t+unClYnLL MODIFIED 3Y5 3n I ^.B I4_ 94s - 56 ICOr:STRUCTION SIGN,C EACH _ I 4Z9.15 S d0 IEMPOft4RY PAVEMENT MIESSsGE MARKING RElIPV+EL°LANE Eatl1 2ty.SS 1 Om'Y. 90 INOICA1TOIJ ARROVI ,. ! SS 1 25 o TEPAROFi;rRV PAVEMENT MESSAGE MARKING.REMO`ABLE.:','ORD(0:115') EaLFI o 2 .11 13 I . •0 IE2 ICONSTRJCTION SIGN.A EACH IE S.. eta Co 1 53 MAINT.AIIJING TRAEFIC LS I 1/ /yy7.� C► ,q- (v�o� , co I 105 BARRIO DE.Ill-s 1G TERr.11NAL,CZ rL-2 ESLH 2 4dara,SR. _ DS BARRICADE.111_a LET 19 A s� 5P 'FE,IPORARY YRTFFIC SAPRIER.TY PE 2 LET 8556 I .03 44,1441 - uT PEVEMENi LIESSAOE MARK.IIJGS.REMOVE E . I IA .15 1,294, /_- GE TRANSVERSE 1.IARKING.RELIOVE LFT • a 1 Soli Y• 59 LIRE.PAINT,SROKEN,WRIIL5.a IR. LPT 541 114 II e0'F f Ito I 53 LINE,PAINT,SOLID.WHITE,4 IN, _i 15 0.118. , 9,e. tit I 1 %1 _I:lE PAINT.SOLO,YELLONI'I IN. L- 3.047 0.RB 3,4'83 ,i3,(4. I 102 LINERE1MVE o,93 4 i in z .�o ], LINE,FAINT,DOTTED,'NHITE,a IIJ.,2 FY LINE,J FT,54P LFT 7190 2.p%�8� p o ]s EROSION CONTROL BLANKET 555 Jad 1.OV 831 ( o TOTAL'. 1 a , Sr'i1 c84 .9S sUBIv1ITTEOBY: Walsh Construction Company SIGNATURE 1 y P. Dunifon TITLE Vice President ADDRESS. 2749 N. State Road 39 LaPorte , IN 46350 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 1 10/03/08 2 10/10/08 BID-5 mzoo3o651 PART 5 • EXCEPTIONS Instructions lb Bidders: 5.1 The Bidder shall filly state each exception taken to the Specifications or other Contract Documents in Section 5.3 of this Pmt. 5.2 Bidder is cautioned that any exception taken by Bidder and deemed by OWNER to he 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: BID-6 N20010661 BID PROPOSAL SUMMARY PAGE Complete the following information and place as the cover page to your bid packet. Insert all documents into an envelope with project name and your company name clearly marked on the outside. Seal the envelope. Company: Berns Construction Company, Inc. 2801 North Catberwood Avenue Indianapolis, Indiana 46219 Project Name: Keystone Parkway and 116th Street/Carmel Drive Advance Maintenance of Traffic City of Carmel Project $O7-08C-1 Date Submitted: October 15, 2008 Base Bid Amount: $ 3,632,204.43 Revised 101312008 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 filed in and completed and notarized. Project: Keystone Parkway and 11 W" Street/Carmel Drive Advance Maintenance of''traffic City of Carmel Project#07-08C-1 Proposal For Construction of: Construction of local road system that is to he part of a future split diamond roundabout interchange at the intersections of Keystone Parkway with Lie Street and Carmel Drive • Date: October 15, 2008 To: City of Carmel, Indiana, Board of Public Works and Safety • • BID-1 1N20030561 PART 1 BIDDER INFORMATION (Print) 1.1 Bidder Name: Berns Construction Company, Inc. 1.2 Bidder Address: Street Address: 2801 North Catherwood Avenue City: Tndianapolis State: Tndiana Zip: 46219 Phone: (317) 545-8714 Fax: (317) 547-3845 1.3 Bidder is a/an [mark one] Individual _ Partnership x Indiana Corporation Foreign (Out of State)Corporation; State: Joint Venture Other 1.4 Ifhe 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 Cannel, Indiana,foreign conporation.s 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 '1#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 1N20030561 } PART 2 BID PROPOSAL 2.1 Base Bid (Required). 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 r such Contract Items, total Three Million Six Hundred & Thirty Two Thousand Two Hundred and Four Dollars and 43 cents Dollars ($ 3,632,204.4$' ). 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 1N20030661 PART 3 CONTRACT ITEMS AND UNIT PRICES City of Carmel Project No.07-08C.I Base Bid Keystone Parkway and 116th Street/Cannel Drive Advance Maintenance of Traffic NOM DESCRIPTION UNIT QUANTITY PRNCE TOTAL 1 CONSTRUCTION ENGINEERING LS 1 $ 132.50000 $ 132.50000 2 MOBILIZATION AND DEMOBILIZATION LS 1 $ 182,000.00 $ 182000.00 3 CLEARING RIGHT OF WAY LS 1 $ 132,500.00 $ 132.500.00 4 PAVEMENT REMOVAL SYS 1,327 $ 18.20 $ 24,15140 5 GUARDRAIL.REMOVE LET 572 $ 4,26 $ 2.436.72 6 EXCAVATION,COMMON CYS 8,222 $ 38.00 $ 312436.00 T TEMPORARY EROSION AND SEDIMENT CONTROL,CURB INLET EACH 17 $ 270 00 $ 4,59000 PROTECTION 8 TEMPORARY FILTER TUBE.18' LFT 78 5 20.00 $ 1,560.00 9 TEMPORARY DITCH INLET PROTECTION EACH 6 $ 117.00 $ 702.00 10 TEMPORARY SEDIMENT TRAP TON 211 $ 6500 $ 1371500 11 TEMPORARY SILT FENCE LET 500 $ 1.40 $ 700.00 12 SUBGRADE TREATMENT,TYPE I SYS 9,457 $ 4.50 $ 42,556.50 13 STRUCTURE BACKFILL,TYPE 1 CYS 5,732 S 32.50 $ 186,290.00 14 STRUCTURE BACKFILL,TYPE 2 CYS 1,227 $ 7000 $ 85,890.00 15 COMPACTED AGGREGATE,NO.53,BASE TON 838 $ 26.60 $ 22,290.80 16 SUBBASE FOR PCCP CYS 2,211 $ 51.20 $ 113,203.20 17 HMA FOR TEMPORARY PAVEMENT TON 856 $ 125.00 $ 107,000.00 18 PCCP,12 IN. SYS 8,606 $ 63.00 $ 542,178.00 19 D-1 CONTRACTION JOINT LFT 4,442 5 11.90 S 52,859.80 20 PCCP PATCHING SYS 306 $ 175.00 $ 53,550.00 21 GUARDRAIL.STEEL CURVED TERMINAL END SECTION EACH 2 S 62.81 S 125.62 22 GUARDRAIL END TREATMENT,OS EACH 2 5 2.384,00 $ 4,]68.00 23 GUARDRAIL,W BEAM.6 FT.3 IN.SPACING LFT 606.25 5 20 48 $ 12,416.00 24 CURB,INTEGRAL.0,CONCRETE LFT 3,157 $ 8.00 5 25,256 00 25 GEOTEXTILES SYS 280 $ 2.00 $ 560.00 26 RIPRAP,CLASS 2 TON 15 5 116.00 5 1,740.00 27 RIPRAP.REVETMENT TON 145 $ 49.50 5 7,177.50 28 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 5 66500 $ 1,330.00 29 MULCHED SEEDING,T,CONVENTIONAL MIX SYS 2.652 $ 0.50 $ 1,326.03 30 FERTILIZER TON 1 $ 2,487.00 $ 2,48700 31 SEED MIXTURE,U LBS 165 $ 5.01 $ 826.65 32 MULCHING MATERIAL TON 2 $ 62700 $ 1.254.00 33 WATER kGAI. 1 5 25.00 $ 25.00 34 TOP SOIL CYS 932 5 42.00 $ 39.144,00 35 SODDING.NURSERY SYS 138 5 16.16 $ 2,23008 36 CORED FiOLE IN CONCRETE EACH 2 $ 2,500.00 5 5,000.00 37 CULVERT,PRECAST BOX,REINFORCED CONCRETE,6 FT.X 6 FT. LFT 188 $ 860.00 5 161,68000 38 PIPE.REINFORCED CONCRETE,CIRCULAR.361N. LET 1,604 5 8000 5 128,320.00 39 PIPE,TYPE 4,CIRCULAR,6 IN. LFT 2,957 $ 4.40 $ 13,010.60 40 PIPE,REINFORCED CONCREIE,CIRCULAR,12 IN. LFT 858 $ 26.70 $ 22.90800 41 PIPE.REINFORCED CONCRETE,CIRCULAR.15 1N. LFT 707 $ 60.00 $ 42,42000 42 PIPE,REINFORCED CONCRETE CIRCULAR,18 IN. LFT 95 $ 32.75 $ 3.111.25 43 PIPE.REINFORCED CONCRETE,CIRCULAR.30 IN. LFT 184 $ 60.75 $ 11,17800 44 PIPE,REINFORCED CONCRETE.CIRCULAR,42 IN. LFT 393 $ 13800 $ 54,234.00 45 VIDEO INSPECTION FOR PIPE LET 3,841 $ 300 $ 11,52300 46 VIDEO INSPECTION FOR UNDERDRAINS LFT 3000 $ 1.00 $ 3.000.00 47 AGGREGATE FOR UNDERDRAINS CYS 266 $ 42.00 $ 11,172.00 48 GEOTEXTILES FOR UNDERDRAIN SYS 2,466 $ 100 $ 2,466.00 49 INLET,E7 EACH I $ 1,410.00 $ 1410.00 50 MANHOLE,CA EACH 5 $ 4,000.00 $ 20.00000 51 MANHOLE.K4 EACH 6 $ 5,735.00 5 34,410.00 52 MANHOLE,J4 EACH 5 $ 4,00000 $ 20,000.00 53 INLET.C15 EACH 8 $ 2.515.00 $ 20,12000 54 CATCH BASIN.CIS EACH 9 $ 2,900.00 $ 26,10000 55 MANHOLE.J7 EACH 3 $ 3,950.00 $ 11,850.00 56 STORMWATER TREATMENT SYSTEM,TYPE II EACH 1 $ 39950.00 $ 39,95000 57 STORMWATER TREATMENT SYSTEM.TYPE III EACH 1 $ 52,400.00 $ 52,400,00 58 WINGWALL,MODIFIED SYS 317 $ 54000 $ 171,180.00 59 CONSTRUCT ION SIGN,C EACH 2 5 275.00 $ 550.00 60 TEMPORARY PAVEMENT MESSAGE MARKING.REMOVABLE.LANE EACH 5 $ 11200 $ 560.00 INDICATION ARROW 61 TEMPORARY PAVEMENT MESSAGE MARKING,REMOVABLE.WORD(ONLY) EACH 5 $ 22400 $ 1,12000 62 CONSTRUCTION SIGN,A EACH 16 $ 10800 $ 1,728.00 63 MAINTAINING TRAFFIC LS 1 $ 560.000.00 $ 560,000.00 64 ENERGY ABSORBING TERMINAL,CZ,1'L-2 EACH 2 $ 3,900.00 $ 7,80000 65 BARRICADE,11141 LET 48 $ 13.75 $ 660.00 66 TEMPORARY TRAFFIC BARRIER,IYPE 2 LFT 3.589 $ 18.00 S. 64.602.00 67 PAVEMENT MESSAGE MARKINGS.REMOVE EACH 7 $ 77.00 $ 539.00 68 TRANSVERSE MARKING.REMOVE LFT 58 $ 8.75 $ 507.50 69 LINE,PAINT,BROKEN,WHITE,4 IN. LFT 541 $ 0.68 $ 367.88 70 LINE,PAINT,SOLID,WHITE,4 IN. LFT 7,119 $ 008 $ 4,84092 71 LINE,PAINT,SOLID,YELLOW,4 IN. LFT 3,657 $ 0.68 $ 2.48676 72 LINE,REMOVE LFT 4,115 $ 0.95 $ 3,909.25 73 LINE,PAINT',DOTTED,WHITE,4 IN.,2 FT.LINE 4 FT.GAP LET 370 $ 0.68 $ 251.60 74 EROSION CONTROL BLANKET SYS 462 $ 2.30 $ 1,06260 TOTAL: $ 3,632,204.43 SUBMITTED BY: BERNNSSONONBJFRUC,.T1bN C ., !Nem SIGNATURE: „ICON A. 0 TITLE: PRESIDENT ADDRESS: 2801 N. CATHERWOOD AVE., INDIANAPOLIS, IN 46219 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 1 OCTOBER 3, 2008 2 OCTOBER 10, 2008 • BID-5 P 20030661 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. 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 1N20030661 Slate Form 52414 Prescribed by State Board of Accounts Form No.96(Revised 2005) CONTRACTOR'S BID FOR PUBLIC WORK - FORM 96 PART I (To be completed for all bids. Please type or print) Date: October 15, 2008 1. Governmental Unit(Owner): City of Carmel, IN, Board of Public Works & Safety 2 County : Hamilton 3, Bidder (Firm): Berns Construction Company, Inc. Address 2801 N. Catherwood Avenue City/State: Indianapolis, IN 46219 4, Telephone Number 317-545 4714 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 Keystone Parkway & 116th Street/Carmel Drive Advance Maintenance of Traffic, City of Carmel Project %i1T1 0,11Pri entarrStructurepoint, (Governmental Unit) in accordance with plans and specifications prepared by Inc. and dated September, 2008 for the sum of Three Million Six Hundred 5 Thirty Two Thousand Two Hundred and Four Dollars and 43/100 $ 3,632.204.43 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 addendums 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.C, 5-16-8-2). 1 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 (For projects of$100,000 or more — IC 36-1-12-4) Governmental unit: City of Carmel, IN, Board of Public Works & Safety Bidder(Firm) Berns Construction Company, Inc. Date: October 15, 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? Completion Contract Amount Class of Work Date Name and Address of Owner $9,584,133 Airport Apron, A04 2007 Indianapolis Airport Authority $18,452,161 Highway, R-27782 2007 Indiana Dept. of Transportation $18,100,000 Airport Apron, A07 2008 Indianapolis Airport Authority $17,900,000 Mun. Rd IR-28935 2008 Indiana Dept. of Transportation 2. What public works projects are now in process of construction by your organization? Expected Contract Amount Class of Work Completion Name and Address of Owner Date $8,540,577 Mun. Rd R-25915 2008 Indiana Dept. of Transportation $3,986,636 Rd Rec. IR-29137 2008 Indiana Dept. of Transportation $17,509,690 Rd ReC. IR-29410 2009 Indiana Dept. of Transportation $3,777,299 Rd ReC. IR-29162 2009 Indiana Dept. of Transportation 3. Have you ever failed to complete any work awarded to you? No If so, where and why? 4. List references from private firms for which you have performed work. Milestone Contractors, L.P., Indianapolis, Indiana Rieth-Riley Construction Co., Inc., Indianapolis, Indiana E & B Paving, Inc., Indianapolis, Indiana Shelby Materials, Shelbyville, Indiana 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, complete the project, number of workers, etc and any other information which you believe would enable the governmental unit to consider your bid.) 2. Please list the names and addresses of all subcontractors (i.e. persons or firms outside your own firm who have performed part of the work) that you have used on public works projects during the past five (5) years along with a brief description of the work done by each subcontractor. 3. 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 will require a bond. However, if you are unable to currently provide a listing, please understand a listing must be provided prior to contract approval, Until the completion of the proposed project, you are under a continuing obligation to immediately notify the governmental unit in the event that you subsequently determine that you will use a subcontractor on the proposed project. 4. 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. 5. Have you entered into contracts or received offers for all materials which substantiate the prices used in preparing your proposal? If not, please explain the rationale used which would corroborate the prices listed. SECTION HI CONTRACTOR'S FINANCIAL STATEMENT Attachment of bidder's financial statement is mandatory. Any bid submitted without said financial statement as required by statute shall thereby be rendered invalid. The financial statement provided hereunder to the governing body awarding the contract must be specific enough in detail so that said governing body can make a proper determination of the bidder's capability for completing the project if awarded. 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 Purls shall be fully and accurately filled in and completed and notarized. Project: Keystone Parkway and 116"'Street/Carmel Drive Advance Maintenance of Traffic City of Carmel Project#07-08C-I Proposal For Construction of: Construction of local road,system that is to be part of a future split diamond roundabout interchange at the intersections of Keystone Parkway with 116"Street and Carmel Drive Date: October 15 , 2008 To: City of Carmel, Indiana, Board of Public Works and Safety BID-I 1N20030661 PART I BIDDER INFORMATION (Print) 1.1 Bidder Name: Poindexter Excavating, Inc. I.2 Bidder Address: Street Address: 10443 E. 56th Street City: Indianapolis State: IN Zip: 46235 Phone: 317-823-6837 Fax: 317-823-4662 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 M2003066 PART 1 CONTRACT ITEMS AND UNIT PRICES Wry of Cannel PART 2 BID PROPOSAL 2.I Base Bid (Required) 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 [terns, total Two Million Two Hundred Fifty Seven Thousand EighL Hundred Dollars 7syloo Dollars (S2 , 257 , 800 . 75 ). 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 IN 20030661 BID PROPOSAL SUMMARY PAGE Complete the following information and place as the cover page to your bid packet. Insert all documents into an envelope with project name and your company name clearly marked on the outside. Seal the envelope. Company. MILESTONE CONTRACTORS, L.P. Project Name: KEYSTONE PARKWAY AND 116TH STREET / CARMEL DRIVE INTERCHANGE, CITY OF CARMEL PROJECT #07-08C Date Submitted: MARCH 9, 2009 I Base Bid Amount: $38,835,400.00 Alternate 1 Bid NO BID Amount: ALTERNATE 2 BID AMOUNT: $191,482.86 * THE BIDDER HEREBY CERTIFIES THAT IT ELECTS TO ENACT PG ASPHALT BINDER MATERIAL COST ADJUSTMENTS. Revised 2/192009 • WHEREAS, the Bidder has submitted to the Obligee a Bid Proposal to perform such Work. NOW THEREFORE: The conditions of this obligation are such that if the Bid Proposal be accepted, with or without conditions, the Bidder shall within such time thereafter as prescribed by the Contract Documents (i) fulfill all conditions of such award that. remain to be fulfilled, (ii) execute a Contract in • BID BOND City of Carmel Instructions To Bidders Bidders may use this form or other form containing the same material conditions and provisions as approved in advance by OWNER/Obligee. Bidder/Surety must attach a signed, certified and effective dated copy of the Power of Attorney or Attorney-In-Fact establishing the authority of the person(s)signing this Bid Bond on behalf of the Surety. Surely company executing this bond shall appear on the most current list of "Surety Companies Acceptable on Federal Bonds," as specified in the U.S. Treasury Department Circular 570, as amended and be authorized to transact business in the State of Indiana. KNOW ALL MEN BY THESE PRESENTS, that the undersigned "Bidder": MILESTONE CONTRACTORS, L. P. and "Surety": [Name] CONTINENTAL CASUALTY COMPANY [Address] 333 S. WABASH AVE. CHICAGO, IL 60604 a corporation chartered and existing under the laws of the State of ILLINOIS , and authorized to do business in the State of Indiana, are held and firmly bound unto the City of Carmel, Indiana ("Obligee") in the full and just sum equal to ten percent (100/u) of the price stated in the Bid Proposal described in Part 2, including accepted alternates, if any, to be paid upon demand of the Obligee,together with interest at the maximum legal rate from date of demand and any attorney fees and court costs incurred by Obligee to enforce this instrument, . to which payment well and truly to be made we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally and firmly by these presents. Ten percent (10%) of the • price stated in the Bid Proposal is S 3,583,540.00 WHEREAS, the Obligee has solicited Bids for certain Work for or in furtherance of construction of public improvements described generally as Keystone Parkway and Be Street/Carmel Drive Interchange Cannel Project No. 07-08C Construction of a split diamond roundabout interchange at the intersections of Keystone Parkway with II6th Street& Keystone Parkway with Cannel Drive, reconstruction of portions of 116th Street directly east and west of Keystone Parkway and recotstructiox of portions of Carmel Drive directly east and west of Keystone Parkway, pursuant to plans, specifications and other "Contract Documents" included as parts of and designated by such solicitation; and RR-1 . . • POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know All Men By These Presents,That Continental Casualty Company,an Illinois insurance company,National Fire Insurance Company of Hartford,an Illinois insurance company,and American Casualty Company of Reading, Pennsylvania,a Pennsylvania insurance company(herein called "the CNA Companies"),are duly organized and existing insurance companies having their principal offices in the City of Chicago,and State of Illinois, and that they do by virtue of the signatures and seals herein affixed hereby make,constitute and appoint Timothy J Taylor, Nick J Rutigliano, Robert M Rutigliano, Individually of Indianapolis,IN,their true and lawful Attorney(s)-in-Fact with full power and authority hereby conferred to sign,seal and execute for and on their behalf bonds,undertakings and other obligatory instruments of similar nature - In Unlimited Amounts- and to hind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of their insurance companies and all the acts of said Attorney,pursuant to the authority hereby given is hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By-Law and Resolutions,printed on the reverse hereof,duly adopted,as indicated,by the Boards of Directors of the insurance companies. In Witness Whereof,the CNA Companies have caused these presents to he signed by their Senior Vice President and their corporate seals to be hereto affixed on this 7th day of July, 2008. 4!�'GAStyt.. q w Continental Casualty Company Q9f' R ,per 4 National Fire Insurance Company of Hartford cop°oitoc 1 5,/ ra.9 ar10 American Casualty Company of Reading, Pennsylvania 2 JULY n. U SEAL ��I. 4' 19oi ' -. \1997/ amr • e" , Thomas P. Stillman Senior Vice President State of Illinois,County of Cook,ss: On this 7th day of July,2008,before me personally came Thomas P. Stillman to me known, who,being by me duly sworn,did depose and say: that he resides in the City of Chicago,State of Illinois;that he is a Senior Vice President of Continental Casualty Company,an Illinois insurance company, National Fire Insurance Company of Iartford,an Illinois insurance company, and American Casualty Company of Reading, Pennsylvania,a Pennsylvania insurance company described in and which executed the above instrument;that he knows the seals of said insurance companies;that the seals affixed to the said instrument are such corporate seals:that they were so affixed pursuant to authority given by the Boards of Directors of said insurance companies and that he signed his name thereto pursuant to like authority,and acknowledges same to be the act and deed of said insurance companies. OFFICIAL SEAL - ELIZA PRICE M COMMISSION PUBLIC. eXPIR S' ILLINOIS / MY COMMI££ION E%PIR E£' OVH 7/o0 My Commission Expires September 17,2009 iza Price • Notary Public CERTIFICATE I,Mary A. Rihikawskis,Assistant Secretary of Continental Casualty Company,an Illinois insurance company, National Fire Insurance Company of Iarford,an Illinois insurance company,and American Casually Company of Reading, Pennsylvania,a Pennsylvania insurance company do hereby certify that the Power of Attorney herein above set forth is still in force, and further certify that the By-Law and Resolution of the Board of Directors of the insurance companies printed on the reverse hereof is still in force. In testimony whereof 1 have hereunto subscribed my name and affixed the seal of the said insurance companies this 9TH day of MARCH 2009 �tycAolo. 1sSug4�t' 031/47%2: Continental Casualty Company 2 National Fire Insurance Company of Hanford co POA"re American Casualty Company of Reading, Pennsylvania �Y u SEAL � j /�199, `ll MaF Q Mary A. R ika€kis Assistant Secretary Form F6853-1/2008 • BIDDER'S ITEMIZED PROPOSAL • AND DECLARATIONS City of Carmel Insn•uctions To Bidders: This fn-in 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: Keystone Parkway and 116`x' Street/Carmel Drive Interchange, City of Carmel Project#07-08C Proposal For Construction of: Construction of a split diamond rounduhout interchange at the intersections of Keystone Parkway with 11 o" Street & Keystone Parkway with Carmel Drive, reconstruction of portions of I I6 Street directly east and west of Keystone Parkway and reconstruction of portions of Carmel Drive directly east and west of Keystone Parkway. Date: MARCH 9, 2009 To: City of Carmel, Indiana, Board of Public Works and Safety BID-1 PART 1. BIDDER INFORMATION (Print) 1.1 Bidder NaIne: MILESTONE CONTRACTORS, L,P. 1.2 Bidder Address: Street Address: 5950 SOUTH BELMONT AVENUE City: INDIANAPOLIS Slate: INDIANA Zip: 1(6717 Phone: (317) 788-6885 Fax: (317) 788-1098 1.3 Bidder is alan[mark onef LIMITED individual x - Partnership Indiana Corporation Foreign (Out of State) Corporation; State: Joint Venture Other 1.4 [The fallowing must be answered if the Bidder or any of ils partners or joint venture parties is a foreign corporation. Note: '1'o do business in or with the City of Cannel, Indiana,foreign corporations mast register with the Secretory of the State of Indiana as required by the Indiana General Corpmntion .Act as stated therein and expressed in the Attorney General's Opinion#2, dated January 23, 19581 .I Corporation Name: .2 Address: .3 Date registered with State oflndiana: .4 Indiana Registered Agent: Name: Address: 1310-2 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 THIRTY-EIGHT MILLION EIGHT HUNDRED THIRTY-FIVE THOUSAND FOUR HUNDRED AND 00/100 Dollars (S 38,835,400.00 ). 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 he performed or furnished under the Contract. BID-3 PART 3 CONTRACT ITEMS AND UNIT PRICES City of Carmek Project No.07.080 Base Bid Keystone Parkway and 11811,Street/Carmel Drive Interchanges NOM DESCRIPTION UNIT QUANTITY PRICE TOTAL 1 CONSTRUCTION ENGINEERING LS 1 258.000 00 $258,000.00 2 MOBILIZATION AND DEMOBILIZATION LS 1 1.BS2,257,74 $1,882,257.74 3 CLEARING RIGHT OF WA? LS 1 700,000.00 $700,000,00 4 TRAFFIC SIGNAL EQUIPMENT,REMOVE EACH 2 3,400.00 $6,800.00 5 PAVEMENT REMOVAL SYS 23,693 10.00 $236,930.00 4. 6 GUARDRAIL,REMOVE LEI 1,107 3.42 $3,785.94 7 EXCAVATION,COMMON Lys 158337 26.00 $4,129,762.00 8 ExcAVAT1oN,uMCLASSIFIED CMS 9,000 21.00 $189,000 00 9 BORROW CYS 111,355 25.00 $258,875.00 le EACH EROSION AND SEDIMENT CONTROL,CURB INLET EACH 30 201,00 $6,030.00 PROTECTION 11 TEMPORARY CHECK DAM,REVETMENIT RIPRAP TON 64 75.00 $4,800.00 12 TEMPORARY DITCH INLET PROTECTION EACH 17 74.25 S1,262.25 13 TEMPORARY SEDIMENT TRAP TON 62 130.00 $8,060.00 14 TEMPORARY SILT FENCE LFT 1.300 1.28 $1,664.00 15 FILTER TUBE,18 IN. LET 57 10.00 $570.00 _ 16 SUBGRADE TREATMENT,TYPE I SYS #4,46Y 6.00 $506,802.00 17 STRUCTURE BACKEILL,TYPE 1 CMS 15,885 27.00 $428,895.00 18 STRUCTURE BACKFILL,TYPE 2 CMS 391 40.00 $15,640.00 19 COMPACTED AGGREGATE,NO.53,BASE TON 16,949 27.00 $457,623.00 _ 211 SUBBASE FOR PCCP CYS 2,068 60.00 $172,080.00 21 COMPACTED AGGREGATE NO.53,TEMPORARY FOR DRIVEWAYS TON 260 35.00 $9,800.00 22 WIDENING WITH HMA,TYPE C TON 44 140.00 $6,160.00 23 MILLING,ASPHALT, 1 112 IN. SYS 8,289 2.00 $16,578.00 24 MILLING,ASPHALT,71(2 IN. SYS 403 10.00 $4,030.00 25 PROFILOGRAPII,HMA LS I 6,000.00 $6,000.00 26 HMA SURFACE,TYPE A TON 44 160.00 $7,840.00 27 NINA SURFACE,TYPE C TON 1,291 90.00 $116,190.00 28 HMA INTERMEDIATE,TYPE A TON 151 115.00 $17,365.00 29 HMA INTERMEDIATE,TYPE C. TON 2,151 70.00 $150,570.00 30 HMA INTERMEDIATE,00,TYPE C TON 1,977 80.00 $158.160.00 31 HMA BASE,TYPE C TON 5,047 65.00 $328,055.00 32 HMA INTERMEDIATE,OG,TYPE D TON 6,111 75.00 $458,325.00 33 HMA FOR TEMPORARY PAVEMENT TON 5,578 85.00 $474,130.00 34 HMA SURFACE,TYPED TON 4,951 90.00 $445,590.00 35 HMA INTERMEDIATE,TYPE D TON 5,133 75.00 $384,975.00 36 HMA BASE,TYPE D TON 21,942 70.00 $1.535,940.00 37 HMA WEDGE AND LEVEL,TYPE D TON 1 130.00 $130.00 38 ASPHALT FOR TACK COAT TON 56 540.00 $30,240.00 39 CORING,PCCP LS 1 6,000.00 $6,000.00 40 PCCP. 12 IN. SYS 11,471 61.00 $699,731.00 41 PCCP TRUCK APRON,7 IN. SYS 766 58.00 $44,428.00 42 PCCP,7.5 IN. SYS 53 150.00 $7,950.00 43 PCCP,4 IN. SYS 1,154 50.00 $57,700.00 44 D-I CONTRACTION 3oINT LET 7,362 13.50 $99,387.00 45 RIGID INSULATION,2 IN. SET 2,949 5.00 $14,745.00 46 CONCRETE IMPRINTING SFr 17,280 3.50 $60,480.00 47 GUARDRAIL TRANSITION TYPE TGB EACH 1 1,974.00 $1,974.00 48 GUARDRAIL,SIEEL CURVED TERMINAL END SECTION EACH 3 67.60 $202.80 49 IMPACT ATTENUATOR,R2,WI,TL-3 EACH 2 13,950.00 $27,900.00 50 IMPACTATTENUATOR,R2,W2,TL-3 EACH 4 13,950.00 $55,800.00 51 GUARDRAIL,W-BEAM,NESTED EACH 2 2,973.00 $5,946.00 52 IMPACT ATTENUATOR,LS,W1,11-1 EACH 1 9,650.00 $9,650.00 53 GUARDRAIL END TREATMENT,OS EACH 2 2,129.00 $4,258.00 54 GUARDRAIL,W BEAM,6 FT.3 IN.SPACING LET 1,925 16.81 $32,359.25 55 GUARDRAIL TRANSITION,VH,6 FT.3 IN.SPACING EACH 1 157.80 5157.80 56 ORNAMENTAL RAILING LFT 729 118.70 $86,532.30 57 BARRIER DELINEATOR EACH 109 7.25 $790.25 58 MODIFIED REINFORCED CONCRETE BARRIER WALL LET 1,693 330.00 $558,690.00 59 FENCE,FARM FIELD,47 IN. LFT 2,499 5.40 $13,494.60 60 CURB RAMP,CONCRETE,C SYS 163 320.00 $52,160.00 61 CURB RAMP,CONCRETE,D SYS 7 320.00 $2,240.00 62 CURB RAMP,CONCRETE,F SYS 18 320.00 $5,760.00 63 CURB RAMP,CONCRETE,G SYS 48 320.00 $15,360.00 64 CURB RAMP,CONCRETE,H SYS 67 320.00 $21,440.00 65 CURB RAMP,CONCRETE,K SYS 81 320.00 $25,920.00 66 CURB RAMP,CONCRETE,L SYS 33 320.00 $10,560.00 67 CURB RAMP,CONCRETE,KM SYS 31 330.00 $10,230.00 68 CURB RAMP,CONCRETE,Dl SYS 40 330.00 $13,200.00 69 CURB RAMP,CONCRETE,D2 SYS 7 330.00 $2,310.00 70 CURB RAMP,CONCRETE,D3 SYS 18 330.00 $5,940.00 71 SIDEWALK,CONCRETE,4 IN. SYS 1,072 88.00 $94,336.00 72 CURB,INTEGRAL,CONCRETE LFT 798 40.00 $31,920.00 73 CURB,INTEGRAL,B,CONCRETE LET 1,272 20.00 $25,440.00 74 CURB,CONCRETE,MODIFIED LFT 1,087 32.00 $34,784.00 75 CURB AND GUI ILR,B,CONCRETE LET 997 31.00 $30,907.00 76 CURB AND GLITTER,B,CONCRETE,MODIFIED LET 9,860 19.00 $187,340.00 77 CURB TURNOUT LET 7 280.00 $1,960.00 78 CURB AND GUTTER,CONCRETE,ROLL LFT 837 35.00 $29,295.00 79 PAVED SIDE DITCH,A LFT 1,881 96.00 $180,576.00 80 HMA FOR APPROACHES,TYPE A TON 311 130.00 $40,430.00 81 MAILBOX ASSEMBLY,SINGLE EACH 1 143.90 $143.90 82 GEOTEXTILES SYS 191 1.60 $305.60 83 RIPRAP,CLASS 1 TON 24 124.00 $2,976.00 84 WRAP,REVETMENT TON 120 54.50 $6,540.00 85 MOBILIZATION AND DEMOBIUZATION FOR SEEDING EACH 2 513.00 $1,026.00 86 MULCHED SEEDING,T,CONVENTIONAL MIX SYS 9,564 0.23 $2,199.72 87 EROSION CONTROL BLANKET SYS 2,850 1.08 $3,078.00 88 FERTILIZER TON 2 1,087.00 $2,174.00 89 SEED MIXTURE,U LBS 593 3.04 $1,802.72 90 MULCHING MATERIAL. TON 8 353.00 $2,824.00 91 WATER kGAL 366 1.00 $366.00 92 TOPSOIL CYS 20,499 36.00 $737,964.00 93 SODDING,NURSERY SYS 12,294 3.35 $41,184.90 94 IRRIGATION CONDUIT LET 1,000 12.00 $12,000.00 95 CORED HOLE IN CONCRETE EACH 1 250.00 $250.00 96 CONCRETE BRIDGE RAILING TRANSITION,TPS-2 EACH 1 7,000.00 $7,000.00 97 REINFORCED CONCRETE MOMENT SLAB,12 IN. SYS 4,481 140.00 $627,340.00 98 MODIFIED 33 IN.BRIDGE RAIL-TYPE I LFT 4,221 155.00 $654,255.00 99 MODIFIED 33 IN.BRIDGE RAIL-TYPE II LFT 118 215.00 $25,370.00 100 CUT VJALL,A SET 14,066 92.00 $1,294,072.00 101 CUT WALL,B SET 14,249 80.00 $1,139,920.00 102 CUT WALL,C SET 7,129 115.00 $819,835.00 103 CUT WALL,D SET 6,355 102.00 $648,210.00 104 CUT WALL,H SET 13,168 87.00 $1,145,616.00 105 CUT WALL,I SET 14,170 88.00 $1,246,960.00 106 SEAL COAT,GRAFFITI RESISTANT SET 91,476 0.44 $40.249.44 107 SURFACE SEAL SET 66,955 0.32 $21,425.60 108 CULVERT,PRECAST BOX,REINFORCED CONCRETE,8 FT.X 8 FT. LET 190 1,120.00 $212,800.00 109 PIPE END SECTION,36 IN. EACH 1 1,400.00 $1,400.00 110 PIPE,CIRCULAR,36 IN. LET 1,162 120,00 $139,440.00 111 PIPE,TYPE 4,CIRCULAR,6111. LFT 13,243 2.53 $33,504.79 112 PIPE,UNDERDRAIN OUTLET,6 IN. LFT 347 13.40 $4,649.80 113 PIPE,CIRCULAR, 12 IN. LFT 800 60.00 $48,000.00 114 PIPE,CIRCULAR, 15 IN. LFT 3,306 65.00 $214,890.00 115 PIPE,CIRCULAR, 18 IN. LET 2,473 68.00 $168,164.00 116 PIPE,CIRCULAR,24 IN. LET 1,035 87.00 $90,045.00 117 PIPE,CIRCULAR,30 IN. LFT 741 97.00 $71,877.00 116 PIPE,CIRCULAR,42 IN. LFT 2,352 130.00 $305,760.00 119 STORMWATER TREATMENT SYS I LM,TYPE II EACH 1 62,500.00 $62,500.00 120 VIDEO INSPECTION FOR PIPE LET 11,969 1.25 $14,836.25 121 OUTLET PROTECTOR,1 EACH 6 650.00 $3,900.00 122 OUTLET PROTECTOR,2 EACH 1 575.00 $575.00 123 VIDEO INSPECTION FOR UNDERDRAINS LFT 3,000 1.50 $4,500.00 124 AGGREGATE FOR UNDERDRAINS CYS 1,235 34.10 $42,113.50 125 GEOTEXTILES FOR UNDERDRAIN SYS 17,810 1.50 $26.715.00 126 A20006 IN.PVC,PERFORATED LET 8,0:4 6.25 $50,212.50 127 MANHOLE,J10 EACH 3 5.200.00 $15,600.00 128 CATCH BASIN,HAS EACH 14 3,600.00 $50,400.00 129 INLET,HAS EACH 8 2,950.00 $23,600.00 130 CASTING,ADJUST TO GRADE EACH B 350.00 $2,800.00 131 CASTING,4,FURNISH EACH 1 750.00 $750.00 132 CAP INLET EACH 1 750.00 $750.00 133 INLET,E7 EACH 2 2,250.00 $4,500.00 134 INLET,,310 EACH 3 2,500.00 $7,500.00 135 INLET,MID EACH 7 2,500.00 $17,500.00 136 INLET,R13 EACH 1 2,900.00 $2,900.00 137 CATCH BASIN,K10 EACH 6 3,900.00 $23,400.00 138 MANHOLE,C4 EACH 23 3,600.00 $82,800.00 139 STRUCTURE,MANHOLE,RECONSTRUCT LET 7 600.00 $4,200.00 140 MANHOLE,L4 EACH 1 9,350.00 $9,350.00 141 MANHOLE,C1O EACH 3 3,650.00 $10,950.00 142 MANHOLE,K4 EACH 6 7,100.00 $42,600.00 143 BYPASS MANHOLE.K4 EACH I 6,000.00 $6,000.00 144 MANHOLE,J4 EACH 13 6,200.00 $80,600.00 145 MANHOLE,C7 EACH 2 2,900.00 $5,800.00 146 MANHOLE,L7 EACH 1 10,200.00 $10,200.00 147 INLET,C15 EACH 4 3,400.00 $13,600.00 148 CATCH BASIN,as EACH 6 4,300.00 $25,800.00 149 MASONRYCOAIING SR 66,955 1.30 $87,041.50 150 CONCRETE STAINING SFr 24.521 3.85 $94,405.85 151 FACE PANELS,CONCRETE SET 92,704 30.00 $2,781,120.00 152 WALL ERECTION SFT 92,704 10.50 $973,392.00 153 LEVELING PAD,CONCRETE LFT 7,035 31.00 $218,085.00 154 COARSE AGGREGATE,NO.8 TON 12,676 33.00 $418,308.00 155 CONSTRUCTION SIGN,C EACH 10 300.00 $3,000.00 156 ROAD CLOSURE SIGN ASSEMBLY EACH 12 400.00 $4,800.00 157 ENERGY ABSORBING TERMINAL,CZ EACH 3 5,300.00 $15,900.00 158 TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN, LET 26,816 0.80 $21,452.80 159 TEMPORARY PAVEMENT MESSAGE MARKING,REMOVABLE,LANE EACH 12 100.00 $1,200.00 INDICATION ARROW 160 TEMPORARY PAVEMENT MESSAGE MARKING,REMOVABLE,WORD(ONLY) EACH 7 115.00 $805.00 161 TEMPORARY TRANSVERSE PAVEMENT MARKING,24 IN. LFT 109 3.00 $327.00 162 TEMPORARY PAVEMENT MARKING,REMOVABLE,8 I LET 4,851 1.60 $7,761.60 163 DETOUR ROUTE MARKER ASSEMBLY EACH 45 125,00 $5,625.00 164 CONSTRUCTION SIGN,A EACH 60 250.00 $15,000.00 165 CONSI RUCTION SIGN,B EACH 2 75.00 $150.00 166 FLASHING ARROW SIGN DAY 500 0.01 $5.00 167 MAINTAINING TRAFFIC LS 1 400,00000 $400,000.00 168 BARRICADE,Ill-A LET 204 20.00 $4,080.00 169 BARRICADE,III-B LFT 144 22.00 $3,168.00 170 TEMPORARYTRAFFIC BARRIER,TYPE 2 LET 7,189 32.00 $230,048.00 171 TEMPORARY TRAFFIC BARRIER,TYPE 2,ANCHORED LET 4,347 40.00 $173,880.00 172 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2 12,000.00 $24,000.00 173 TEMPORARY TRAFFIC SIGNAL LS 3 10,300.00 $30,900.00 174 SIGN POST,SQUARE, 1,REINFORCED ANCHOR BASE LFT 864 13.00 $11,232.00 175 SIGN,PANEL,WITH LEGEND SA" 283 19.00 $5,377.00 176 SIGN,SHEET,RELOCATE EACH 10 25.00 $250.00 177 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN. SIT 360 15.00 $5,400.00 178 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN. SFT 338 16.00 $5,408.00 179 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.125 IN. SET 20 1.00 $20.00 180 STRUCTURAL STEEL,BREAKAWAY LBS 1,560 3.00 $4,680.00 181 DECORATIVE SURROUND,SUPPORTS,AND ASSEMBLY,INSTALLED EACH 7 1,200.00 $8,400.00 182 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH 8 1,525.00 $12,200.00 183 DECORATIVE SIGN ASSEMBLY,REMOVE AND RELOCATE EACH 4 375.00 $1,500.00 184 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT EACH 2 1,050.00 $2,100.00 185 WIRE,NO.4 COPPER,IN PLASTIC DUCT,IN PLASTIC CONDUIT,4 1/C LET 3,031 7.25 $21,974.75 186 CONDUIT,PVC,2 IN. LET 3,483 5.25 $18,285.75 187 WIRE,NO.4 COPPER,IN PLASTIC DUCT,IN PLASTIC CONDUIT,IN STEEL LET 952 7.25 $3,277.00 CONDUIT,4 I/C _ 188 CONDUIT,STEEL,GALVANIZED,2 IN. LET 1,167 11.00 $12,837.00 189 WIRE,NO.4 COPPER,IN PLASTIC DUCT,IN STEEL CONDUIT,4 l/C LET 715 7.25 $5,183.75 190 HANDHOLE,LIGHTING EACH 20 925.00 $18,500.00 191 OCHE STANDARD FOUNDATION,3 F.DIA X 8 FT. EACH 54 990.00 $53,460.00 192 JUNCTION BOX EACH 4 500.00 $2,000.00 193 WIRE,NO.4 COPPER,IN PLASTIC DUCT,IN TRENCH,4 1/C LFT 8,105 7.25 $58,761.25 194 UNDERPASS CIRCUIT INSTALLATION,I LUMINAIRE EACH 4 975.00 $3,900.00 195 SERVICE POINT,II EACH 4 5,650.00 $22,600.00 196 TRANSITION FITTINGS,GALVANIZED STEEL CONDUIT TO PLASTIC CABLE EACH 2 5.00 $10.00 197 CONNECTOR KIT,UNFUSED EACH 58 31.00 $1,798.00 198 CONNECTOR KIT,FUSED EACH 58 31.00 51,798.00 199 MULTIPLE COMPRESSION FITTING,NON-WATERPROOFED EACH 108 12.00 $1,296.00 200 MULTIPLE COMPRESSION FITTING,WATERPROOFED EACH 60 15.00 $900.00 201 INSULATION LINK,NONWATERPROOFED EACH 116 11.00 $1,276.00 202 INSULATION LINK,WATERPROOFED EACH 96 15.00 $1,440.00 203 CABLE DUCT MARKER EACH 24 105.00 $2.520.00 204 POLE CIRCUIT CABLE,1 C NO.10 STRANDED COPPER LET 4,140 0.50 $2,070.00 205 CABLE INTERDUCT LET 1,885 14.00 $26.390.00 206 HANDHOLE EACH 8 925.00 $7,400.00 207 DECORATIVE LIGHT POLE ASSEMBLY,REMOVE AND RESET EACH 1 2,600.00 $2,600.00 208 LUMINAIRE,ROADWAY,METAL HALIDE,250 WATT,PORT HURON EACH 44 1,375.00 $60,500.00 209 LUMINAIRE,ROADWAY,MEIAI.HALIDE,250 WATT,MONGOOSE EACH 18 875.00 $15,750.00 210 LUMINAIRE,UNDERPASS,WALL MOUNTED,METAL HALIDE,150 WATT EACH 4 850.00 $3,400.00 211 LIGHT FOUNDATION,BRIDGE MOUNT,WITH GROUNDING EACH 9 270.00 $2,430.00 212 LIGHT POLE,30 F.E.M.H. 1.5 FT.MAST ARM,BREAKAWAY BASE EACH 18 1,700.00 $30,600.00 213 LIGHT POLE,30 FT.E.M.H.8 FT.MAST ARM,TRANSFORMER BASE., EACH 35 6.800.00 $238,000.00 DECORATIVE POLE.MAST ARM.AND BASE 214 LIGHT POLE,15 FT.E.M.H.4 F.MAST ARM,TRANSFORMER BASE, EACH 9 5,600.00 $501400.00 DECORATIVE POLE.MAST ARM,AND BASE 215 PAVEMENT MESSAGE MARKINGS,REMOVE EACH 22 50.00 $1,100.00 216 LINE,EPDXY,BROKEN,WHITE,4 IN. LET 900 0.70 $630.00 217 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK,WHITE,24 IN. LFT 910 4.00 $3,640.00 218 LINE,EPDXY,SOLID,WHITE,4 IN. LFT 5,697 0.70 $3,952.90 219 LINE,EPDXY,SOLID,YELLOW,4IN. LFT 6,648 0.70 $4,653.60 220 LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN. LET 4,185 0.35 $1,464.75 221 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 13,467 0.35 $4,713.45 222 LINE,THERMOPLASTIC,SOLID,WHITE,8 IN. LFT 3,950 1.00 $3,950.00 223 LINE,PAINT,BROKEN,WHITE,4 IN. LET 1,993 0.25 $498.25 224 LINE,PAINT,SOLID,WHITE,4 IN. LET 13,509 0.20 $2,701.80 225 LINE,PAINT,SOLID,YELLOW,4 IN. LET 10,578 0.20 $2,115.60 226 LINE,REMOVE LET 26,701 0.30 $8,010.30 227 LINE,EPDXY,SOLID,WHITE,6 IN. LET 629 0.95 $597.55 228 PAVEMENT MESSAGE MARKINGS,EPDXY,FISHHOOK INDICATION ARROW EACH 24 460,00 $11,040.00 229 LINE,THERMOPLASTIC,SOLID,WHITE,6 IN. LET 1,747 0.90 $1,572.30 230 LINE,THERMOPLASTIC,BROKEN,YELLOW,4 IN. LFT 87 $0.35 $30.45 231 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. LFT 15,855 $0.35 $5,549.25 232 TRANSVERSE MARKINGS,'THERMOPLASTIC,SOLID,WHITE, LEE 499 $(I,QQ $1,996.00 CROSSHATCH 24 IN. 233 TRANSVERSE MARKINGS,THERMOPLASTIC,SOLID,YELLOW, LFT 95 $2.00 $190.00 CROSSHATCH,12 IN 234 TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 IN. LFT 106 $4.00 $424.00 235 TRANSVERSE MARKINGS,THERMOPLASTIC,"SHARKS TEETH" LFT 255 $6.00 $1,530.00 236 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE INDICATION EACH 19 $80.00 $1,520.00 237 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,SYMBOL(BIKE) EACH 3 $200.00 $600.00 238 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD(ONLY) EACH 85.00 $170.00 239 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,FISHHOOK EACH 16 240,00 $3,840.00 INDICATION ARROW 240 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 515 20.00 $10,300.00 241 LINE,THERMOPLASTIC,SOLID,YELLOW,8IN. LFT 480 1.00 $480.00 292 LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN.,3FT STRIPE-3FI GAP LET 405 0.90 $364.50 243 LINE,THERMOPLASTIC,BROKEN,WHITE, 121N.,3FT STRIPE-3FT GAP LFT 272 2.00 $544.00 294 LINE,PAINT,DOTTED,WHITE,4 IN. LFT 57 0.25 $14.25 245 RETAINING WALL MOCK UP L5 1 22,500.00 $22,500.00 246 BRIDGE RAIL MOCK IJP LS 1 8,600.00 $8,600.00 247 FLAT-WORK MOCK UP L5 1 5,000.00 $5,000.00 248 FORMLINER,V/ALL PANELS SET 92,704 0,20 $18,540.80 249 FORNILINER,MODIFIED 33 IN.BRIDGE RAIL,TYPE I&II,REAR FACE LET 9,339 19.00 $82,441.00 250 EORMLINER,REINFORCED CONCRETE BARRIER WALL,REAR FACE LFT 1,693 4.60 $7,787.80 STRUCTURE NO.1-116TH STREET-BRIDGE ITEMS 251 CONSTRUCTION ENGINEERING LS 1 12,500.00 $12,500.00 252 MOBILIZATION AND DEMOBILIZATION . L5 1 250,000.00 $250,000.00 253 EXCAVATION,DRY CYS 148 32.00 $4,736.00 254 B BORROW CYS 99 25.00 $1,225.00 255 AGGREGATE FOR END BENT BACKFILL CYS 281 120.00 $33.720.00 256 DENSE GRADED SUBBASE CYS 63 175.00 $11,025.00 257 CONCRETE IMPRINTING SET 13,646 3.50 $47,761.00 258 ORNAMENTAL HANDRAIL LET 198 118.70 $23,502.60 259 CURB,INTEGRAL,CONCRETE LET 201 45.00 $9,045.00 260 REINFORCED CONCRETE BRIDGE APPROACH SLAB, 121N. SYS 392 160.00 $62,720.00 261 GEOTEXTILES SYS 599 4.40 $2,635.60 262 DYNAMIC PILE LOAD TEST EACH 2 4,500.00 $9,000.00 263 TEST PILE,RESTRIKE EACH 2 3,200.00 $6,400.00 264 TEST PILE EACH 2 5,000.00 $10,000.00 265 PILE TIP,STEEL H EACH 108 148.00 $15,984.00 266 PILE,STEEL H,HP 12 X 74 LFT 9,190 60.00 $548,400.00 267 CONCRETE,A,SUBSTRUCTURE CYS 362 650.00 $235,300.00 268 CONCRETE,B,FOOTINGS CYS 148 300.00 $44,400.00 269 REINFORCING BARS LBS 103,873 0.85 $88,292.05 270 REINFORCING BARS,EPDXY COATED LBS 283,720 0.95 $269.534.00 271 CONCRETE,C,SUPERSTRUCTURE CYS 1,557 600.00 $934,200.00 272 CONCRETE,C,RAILING CYS 41 1,000.00 $41,000.00 273 STRUCTURAL MEMBERS,CONCRETE I-BEAM,II,36 IN X 12 IN LET 2,532 175.00 $443,100.00 274 SURFACE SEAL SFT 22,070 0.44 $9,710.80 275 ANCHOR PLATES,API EACH 100 150.00 $15,000.00 276 MASONRY COATING SET 7,080 1.15 $8,142.00 277 CONDUIT,PVC,2 IN. LET 208 5.25 $1,092.00 278 CONCRETE STAINING SET 220 3.85 $847.00 279 STREET NAME SIGN,BRIDGE MOUNTED,DECORATIVE EACH 2 2,000.00 $4,000.00 280 FORMLINER,SPECIALTY,CITY SEAL EACH 2 1.00 $2.00 281 FORMLINER,BRDIGE RAIL,FRONT FACE LET 200 17.50 $3,500.00 282 FORMLINER,BRDIGE RAIL,REAR FACE LET 203 24.50 $4,900.00 STRUCTURE NO.2-CARMEL DRIVE-BRIDGE ITEMS 283 CONSTRUCTION ENGINEERING LS 1 12.500.00 $12,500.00 284 MOBILIZATION AND DEMOBILIZATION LS 1 25000000 $250,000.00 285 EXCAVATION,DRY CYS 112 32.00 $3,584.00 286 B BORROW CYS 38 25.00 $950.00 287 AGGREGATE FOR END BEM'BACKFILL CYS 221 120.00 $26,520.00 288 DENSE GRADED SUBBASE CYS 59 180.00 $10,620.00 289 CONCRETE IMPRINTING SET 9,483 3.50 $33,190.50 290 ORNAMENTAL HANDRAIL LFT 201 118.70 $23,858.70 291 CURB,INTEGRAL,CONCRETE LET 191 45.00 $8,595.00 292 REINFORCED CONCRETE BRIDGE APPROACH SLAB, 12 IN. SYS 369 160.00 $59,040.00 293 GEOTEXTILES SYS 434 4.40 $2,129.60 294 DYNAMIC PILE LOAD TEST EACH 2 4,500.00 $9,000.00 295 TEST PILE,RESTRIKE EACH 2 3,200.00 $6,400.00 296 TEST PILE EACH 2 5,000.00 $10,000.00 297 PILE TIP,STEEL H EACH 86 145.00 $12,470.00 298 PILE,STEEL H,HP 12 X 74 LET 7,300 60.00 $438,000.00 299 CONCRETE,A,SUBSTRUCTURE CYS 291 650.00 $189,150.00 300 CONCRETE,B,FOOTINGS CYS 119 300.00 $35,700.00 301 REINFORCING BARS LBS 74,052 0.85 $62,944.20 302 REINFORCING BARS,EPDXY COATED LBS 247,640 0.95 $235,258.00 303 CONCRETE,C,SUPERSTRUCTURE CYS 1,161 600.00 $696,600.00 304 CONCRETE,C,RAILING CYS 39 1,000.00 $39,000.00 305 STRUCTURAL MEMBERS,CONCRETE I-BEAM,II,36 IN X 12 IN LET 2,054 175.00 $359,450.00 306 SURFACE SEAL SET 20,040 0.44 $8,817.60 307 ANCHOR PLATES,API EACH 80 150.00 $12,000.00 308 MASONRY COATING SET 7,030 1.15 $8,084.50 309 CONDUIT,PVC,2 IN. LFT 211 5.25 $1,107.75 310 CONCRETE STAINING SFT 224 3.85 $862.40 311 STREET NAME SIGN,BRIDGE MOUNTED,DECORATIVE EACH 2 2,000.00 $4,000.00 312 FORMLINER,SPECIALTY,CITY SEAL EACH 2 1.00 $2.00 313 FORMLINER,BRDIGE RAIL,FRONT FACE LFT 203 17.00 $3,451.00 314 FORMLINER,BRDIGE RAIL,REAR FACE LIT 203 24.00 $4,872.00 315 WIDE FLANGE SIGN POST SUPPORT FOUNDATION,VII EACH 9 300.00 $2,400.00 316 LINE,PAINT,DOTTED,YELLOW,4 IN. LFT 25 0.25 $6.25 323 CURB AND GUTTER,TYPE II LFT 3,846 28.00 $107,688.00 324 CURB AND GUTTER,TYPE III LFT 1,498 30.00 $44,940.00 323 CURB,CONCRETE,STRAIGHT LFT 854 37.00 $31.598.00 326 RETROFITTED TIE BARS EACH 751 35.00 $26,285.00 327 PRICE ADJUSTMENT FOR ORNAMENTAL RAILING MATERIAL LET 1,128 -20.00 -$22,560.00 325 CONCRETE,A UNDISTRIBUTED,FOR ABANDONED UTILITY CYD 20 400.00 $8,000.00 BASE BID TOTAL: $38,835,400.00 Milestone Contractors, L.P. By SUBMITTED BY: Contractors United, Inc. -General Partner - SIGNATURE: Y rQ , ø(�/ Brad McCall TITLE: Manager of Estimating 5950 South Belmont Avenue ADDRESS: Indianapolis, IN 46217 * THE BIDDER HEREBY CERTIFIES THAT IT ELECTS 10 ENAC1 PG ASPHALT BINDER MA1ERIAL COST ADJUSTMENTS. PART 3 CONTRACT ITEMS AND UNIT PRICES City of Carmel Project No.07-08C Alternate Bid#1 Keystone Parkway and 116th Street/Carmel Drive Interchanges ITEM DESCRIPTION UNIT QUANTITY PRICE TOTAL 151 FACE PANELS,CONCRETE SET -92,704 No Bid No Bid 317 CUT WALL A,PRICE ADJUSTMENT FOR CAST IN PLACE RETAINING WALL WITH I No Bid No Bid WOOD LAGGING ate CUT WALL B,PRICE ADJUSTMENT FOR CAST IN PLACE RETAINING WALL WITH No Bid No Bid WOOD LAGGING _ 319 CUT WALL C,PRICE ADJUSTMENT FOR CAST IN PLACE RETAINING WALL WITH No Bid No Bid WOOD LAGGING 320 CUT WALL D,PRICE ADJUSTMENT FOR CAST IN PLACE RETAINING WALL WITH 1 No Bid No Bid WOOD LAGGING 321 CUT WALL H,PRICE ADJUSTMENT FOR CAST IN PLACE RETAINING WALL WITH LS I No Bid No Bid WOOD LAGGING _ 322 CUT WALL I,PRICE ADJUSTMENT FOR CAST IN PLACE RETAINING WALL WITH LS I No Bid No Bid WOOD LAGGING ALTERNATE BID #1 TOTAL: No Bid SUBMITTED BY: Milestone Contractors, L.P. By— Contractors United,d,, Inc. - General Partner SIGNATURE >C: ter „y Brad McCall TITLE: Manager of Estimating ADDRESS: 5950 South Belmont Avenue Indianapolis, IN 46217 PART 3 CONTRACT ITEMS AND UNIT PRICES City of Cannel Project No.07.08C Alternate Bid#2 Keystone Parkway and 118th Street/Carmel Drive Interchanges ITEM NO. DESCRIPTION UNIT QUANTITY PIRICE TOTAL 1A EXCAVATION,COMMON CYS 547 5200 128,444,00 2A TEMPORARY EROSION AND SEDIMENT CONTROL.CURB INLET PROTECTION EACH 3 201.00 $603.00 3h TEMPORARY DITCH INLET PROTECTION EACH 1 74.25 $74.25 4A STRUCTURE BACKFILL,TYPE 1 CYS 37 26.00 $962.00 54 SUBBASE FOR PCCP CYS 37 61.00 $2257.00 6A HMA SURFACE TYPE C TONS 101 131.00 $13,231.00 7A HMA INTERMEDIATE TYPE C TONS 82 11300 $9,266.00 8A HMA INTERMEDIATE,03,TYPE C TONS 75 122.00 $9,150,00 9A HMA BASE,TYPE C TONS 214 109.00 $23,326.00 10A PCCP,12' SYS 147 152.00 522,344,00 11A CURB,INTEGRAL,B,CONCRETE LFT 120 32.00 $3,840.00 12A MULCHED SEEDING,1,CONVENTIONAL MIX SYS 160 0.23 536.80 13A FERTILIZER TON 1 1,087.00 $1,087.00 14A SEED MIXTURE,U LBS 9 3,04 $27.36 15A MULCHING MATERIAL TON 1 353.00 $353.00 16A WATER kGAL 1 1,00 11.00 17A TOP SOIL CYS 8 33.00 $254.0D 184 SODDING,NURSERY SYS 211 2.40 $506.40 19A PIPE,CIRCULAR,15 IN. LFT 189 59.00 $11,151.00 20A VIDEO INSPECTION FOR PIPE LFT 189 1.50 $283.50 214 INLET,M10 EACH 1 2,270.00 $2,270.00 22A CATCH BASIN,K70 EACH 1 3,40000 $3,400.00 23A CONSTRUCTION SIGN.A EACH 2 250.00 8500.00 244 BARRICADE,Ill-A LET 48 20.00 $960.00 25A SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LFT 112 13.00 $1,456.00 25A SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN. SET 49 15.00 1735.00 27A SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN. SFT 3 16.00 $48.00 284 DECORATIVE STREET SIGN ASSEMBLY,DIRECTINAL,INSTALLED EACH 1 1,525.00 $1,525.00 294 LINE,EPDXY,SOLID,YELLOW,4 IN. LFT 21 0.70 $14.70 30A LINE,EPDXY,SOLID,WHITE,4 IN LFT 261 0.70 $182.70 31A LINE,THERMOPLASTIC,SCUD,WHITE,4 IN. LFT 157 0.35 $54.95 32A LINE,THERMOPLASTIC,SOLID,YELLOW.4 IN. LFT 366 0.35 $128.10 334 TRANSVERSE MARKINGS,THERMOPLASTIC,SOLID YELLOW, CROSSHATCH,12IN LFT 33 2.00 $66.00 34A TRANSVERSE MARKINGS,THERMOPLASTIC.STOP LINE.24 IN. LFT 22 4.00 $88.00 354 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE INDICATION EACH 3 80.00 $240.00 36A PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD(ONLY) EACH 2 85.00 $170.00 37A LINE,THERMOPLASTIC,SOLID,YELLOW,8 IN. LFT 219 1.00 $219.00 38A LINE,EPDXY,SDLID,WHITE,8 IN. LET 85 1.10 $93.50 39A LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN.(3'LINE,3 GAP) LFT 16 0.35 $5.60 40A PAVEMENT MESSAGE MARKINGS,EPDXY,WORD(ONLY) EACH 1 370.00 $370.00 41A PAVEMENT MESSAGE MARKINGS,EPDXY LANE INDICATION EACH 1 350.00 $350.00 42A CURB,CONCRETE,STRAIGHT LFT 673 34.00 $22,882.00 CA HMA WEDGE AND LEVEL,TYPE C TONS 26 119.00 $3,094.00 44A PIPE END SECTION, 15 IN EACH 1 620.00 $620.00 CA RETROFITTED TIE BARS EACH 35 32.00 $1,120.00 46A SUBGRADE TREATMENT TYPE I SYS 142 24.00 $17,808.00 47A MILLING ASPHALT,1 1/2 IN. SYS 811 5.00 $4,055.00 48A ASPHALT FOR TACK COAT TON 1 540.00 $540.00 49A CAP INLET- EACH 2 30300 $780.00 50A SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 4 125.00 1500.00 ALTERNATE BID#2 TOTAL: ' $191,482.86 Milestone Contractors, L.P. By SUBMITTED BY: Contractors United, Inc. - General Partner SIGNATURE: ; tee, iJ/� , j//' Brad McCall i/' TITLE: Manager of Estimating 5950 South Belmont Avenue ADDRESS: Indianapolis, IN 46217 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 02/19/2009 2 02/23/2009 3 02/25/2009 4 03/04/2009 5 03/05/2009 • • BID-5 PART 5 EXCEPTIONS Instructions To Bidders: 5.1 The Bidder shall filly state each exception taken to the Specifications or other Contract Documents in Section 5.3 of this Part. 5.7 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 I BID PROPOSAL SUMMARY PAGE Complete the following information and place as the cover page to your bid packet. Insert all documents into an envelope with project name and your company name clearly marked on the outside. Seal the envelope. Company:1pa ly: Walsh Construction Company 2719 N. State Road 39 LaPorte, IN 46350 Project Name: Keystone Parkway and 116th Street / Carmel. Drive interchange _Sarme1 Prajec.t_ Na• 07-08C Date Submitted: March 9, 2009 Base Bid Amount: 7 ) 299 4747.49/ Alternate 1 Bid Alo B/D Amount: Alter ncik a G3 426.55 Revised 2/19,'2009 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 ftddy and accurately filled in and completed and notarized. Proj cot: Keystone Parkway and 11 e Street/Carmel Drive Interchange, City of Cannel Project#07-08C Proposal For Construction of Construction of a split diamond roundabout interchange at the intersections of Keystone Parkway with 116'!' Street it Keystone • Parkway with Carmel Drive, reconstruction of portions of 116t Street directly east and west of Keystone Parkway and reconstruction of portions of Carmel Drive directly east and west of_Keystone Parkway. Dane: March 9 , 2009 To: City of Carmel, Indiana, Board of Public Works and Safety • • B1D-I PART I BIDDER INFORMATION (Print) 1.1 Bidder Name: Walsh Construction Company I.2 Bidder Address: Street Address: 2749 N . State Road 39 City: LaPorte State: IN Zip: 46350 Phone: 219-324-4320 Fax: 219-324-4719 1.3 Bidder is a/an[mark one] Individual Partnership Indiana Corporation X Foreign (Out of State) Corporation; State: I11 i no is 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, /958] .1 Corporation Name: Walsh Construction Company .2 Address: 2749 N. State Road 39 , LaPorte , IN 46350 .3 Date registered with State of Indiana: October 6 , 2005 .4 Indiana Registered Agent: Name: Corporation Service Company Address: 251 E. Ohio, Suite 500 Indianapolis , IN 46204 B1D-2 PART 2 BID PROPOSAL 2,1 Base Bid The undersigned Bidder proposes to furnish all necessary labor, machinery, took, 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 7is?V AhMClffiwenl Too Mautiza) Nwe-ty lade I Aij) 6e44.4.0teASeib-rysl o ` ($ 2`�i 2,99,4710.(,/ ). The Bidder acknowledges that evaluation of the ,owes`t Sac s F 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 3 CONTRACT ITEMS AND UNIT PRICES City of Carmel Project No.07-OBC Base Bid Keystone Parkway and 116Th Street/Carmel Drive Interchanges ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL NO. PRICE 1 CONSTRUCTION ENGINEERING LS 1 -Gx.x1 74 ygo,am.od 2 MOBILIZATION AND DEMOBILIZATION LS 1 t 13e055it7*f /,5g1 b4o.4e 3 CLEARING RIGHT OF WAY LS 1 $989,395,38 $989,395,38 4 TRAFFIC SIGNAL EQUIPMENT,REMOVE EACH 2 $10,000.00 $20,000.00 5 PAVEMENT REMOVAL SYS 23,003 80.50 $154.004.50 6 GUARDRAIL.REMOVE LFT 1,107 53.42 $3,785.94 7 EXCAVATION,COMMON CYS 158,837 $11.00 $1,747,207.00 8 EXCAVATION.UNCLASSIFIED CYS 9,000 $8.00 $72,000.00 9 BORROW CYS 10,355 90.10 $1,035.50 10 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB INLET EACH 30 $125.00 $3,750.00 PROTECTION 11 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 64 $28.00 $1,792.00 12 TEMPORARY DITCH INLET PROTECTION EACH 17 $85.00 $1,445.00 13 TEMPORARY SEDIMENT TRAP TON 62 $2800 $1,73600 14 TEMPORARY SILT FENCE LFT 1,300 $2.32 $3,016.00 15 FILTER TUBE, 18 IN. LFT 57 $10.00 $570.00 16 SLIBGRADE TREATMENT,TYPE I SYS 84,467 $4.50 $380,10150 17 STRUCTURE BACKFILL,TYPE 1 CYS 15,885 $22.00 $349,470.00 18 STRUCTURE BACKFILL,TYPE 2 CYS 391 $30.00 $11,730.00 19 COMPACTED AGGREGATE,NO,53,BASE TON 16949 $25.00 5423,725,00 20 SUBBASE FOR PCCP CYS 2,868 $45.00 3129,060.00 21 COMPACTED AGGREGATE NO.53,TEMPORARY FOR DRIVEWAYS TON 280 $25.00 $7,000.00 22 WIDENING WITH HMA.TYPE C TON 44 $139,97 $6,158.66 23 MILLING,ASPHALT, 1 1/2 IN. SYS 8,280 $1.69 $14,008 41 24 MILLING,ASPHALT,7112 IN. SYS 403 $5.37 $2,164.11 25 PROFILOGRAPH,HMA LS 1 $1,000.00 $1,000.00 26 HMA SURFACE.TYPE A TON 49 $120.00 $5,660.00 27 HMA SURFACE,TYPE C TON 1,291 $73.00 $94,243.00 26 HMA INTERMEDIATE.TYPE A TON 151 $67.00 $10.117,00 29 HMA INTERMEDIATE.TYPE C TON 2,151 $54.75 $117,768.76 30 HMA INTERMEDIATE,00,TYPE C TON 1,977 $57.29 $113,034.40 31 HMA BASE,TYPE C TON 5,047 $52.76 $265279.72 32 HMA INTERMEDIATE,CO,TYPED TON 6,111 $51.36 $313,860.00 33 HMA FOR TEMPORARY PAVEMENT TON 5,578 $54.15 $302.045.70 34 HMA SURFACE,TYPED TON 4.951 $89,00 $341,610.00 35 HMA INTERMEDIATE,TYPE U TON 5,133 $57.47 $294,993 51 36 HMA BASE.TYPED TON 21.942 $51.25 51,124,527.50 37 HMA WEDGE AND LEVEL.TYPED TON 1 $500.00 $500.00 38 ASPHALT FOR TACK COAT TON 56 $100.00 $5,600.00 39 CORING.PCCP LS 1 $3,930.70 $3,930.70 40 PCCP,12 IN. SYS 11,471 $52.00 $596,492.00 41 PCCP TRUCK APRON,7 IN. SYS 766 $35.39 $27,108.74 42 PCCP,7.5 IN. SYS 53 $202.36 $10,725.08 43 PCCP,4 IN. SYS 1,154 $23.31 $26,899.74 44 D-1 CONTRACTION JOINT LFT 7,362 $13.00 $95,706.00 45 RIGID INSULATION,2 IN. SFT 2,949 $4.32 $12,739.68 46 CONCRETE IMPRINTING SET 17,280 $4.50 $77760.00 47 GUARDRAIL TRANSITION TYPE TGB EACH 1 $1,974.00 51,974.00 48 GUARDRAIL,STEEL CURVED TERMINAL END SECTION EACH 3 $67.60 $202.80 49 IMPACT ATTENUATOR,R2,W1,TL-3 EACH 2 $13,950.00 $27,900.00 50 IMPACT ATTENUATOR,R2,W2,TL-3 EACH 4 $13,950.00 $55,800.00 51 GUARDRAIL,W-BEAM,NESTED EACH 2 $2,973.00 $5,946.00 52 IMPACT ATTENUATOR,LS,W1,TL-1 EACH 1 $9,650.00 $9,650.00 53 GUARDRAIL END TREATMENT,OS EACH 2 $2,129.00 $4,258.00 54 GUARDRAIL.W BEAM,6 FT.3 IN.SPACING LFT 1,925 $16.81 $32,359.25 55 GUARDRAIL TRANSITION,VH,6 FT.3 IN.SPACING EACH 1 $157.80 $157.80 56 ORNAMENTAL RAILING LFT 729 $118.77 $86,583.33 57 BARRIER DELINEATOR EACH 109 $10.00 $1,090.00 58 MODIFIED REINFORCED CONCRETE BARRIER WALL LFT 1,693 $167.57 $283,696.01 59 FENCE,FARM FIELD,47 IN. LFT 2,499 $5.40 513,494 60 60 CURB RAMP,CONCRETE.C SYS 163 $111.40 $18,158.20 61 CURB RAMP,CONCRETE.D SYS 7 $151.10 $1,057.70 62 CURB RAMP,CONCRETE.F SYS 18 $134.78 $2,426.04 63 CURB RAMP,CONCRETE,G SYS 48 $15263 $7,326.24 64 CURB RAMP,CONCRETE,H SYS 67 $139.04 $9,315.68 65 CURB RAMP,CONCRETE,K SYS 81 $109.38 $8,859.78 66 CURB RAMP,CONCRETE.L SYS 33 $202.29 $6,675.57 67 CURB RAMP,CONCRETE,KH SYS 31 $129.06 $4,000.86 68 CURB RAMP,CONCRETE,D1 SYS 40 $103.35 $4.134.00 69 CURB RAMP.CONCRETE.D2 SYS 7 $224.55 $1,571.85 70 CURB RAMP,CONCRETE,03 SYS 18 $120.42 $2,167.56 71 SIDEWALK.CONCRETE,4 IN. SYS 1,072 $76.86 $82.393.92 72 CURB,INTEGRAL,CONCRETE LFT 798 $16.41 $13.095.18 73 CURB,INTEGRAL,B.CONCRETE LFT 1,272 $9.55 $12,147.60 74 CURB,CONCRETE,MODIFIED LET 1.087 $13.83 $15,033.21 75 CURB AND GUTTER,B,CONCRETE LFT 997 $14.47 $14,426.59 76 CURB AND GUTTER,B,CONCRETE,MODIFIED LFT 9,660 $11.22 $110.629.20 77 CURB TURNOUT LFT 7 $53.62 $375.34 78 CURB AND GUTTER,CONCRETE,ROLL LFT 837 $15.00 $12,55500 79 PAVED SIDE DITCH,A LET 1.861 $108.34 $203,787.54 80 HMA FOR APPROACHES,TYPE A TON 311 $73,00 321703.00 81 MAILBOX ASSEMBLY.SINGLE EACH 1 $143.90 $143.90 82 GEOTEXTILES SYS 191 $215 $410.65 83 RIPRAP,CLASS 1 TON 24 $75.00 $1,800.00 84 RIPRAP,REVETMENT TON 120 $28.00 $3,360.00 85 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $400.00 $800.00 86 MULCHED SEEDING,T,CONVENTIONAL MIX SYS 9,564 $0.32 $3.0©0.48 87 EROSION CONTROL BLANKET SYS 2.850 81.13 $3,220.50 88 FERTILIZER TON 2 $1,37500 $2,750.00 84 SEED MIXTURE.U LBS 593 $2.56 $1,518.08 90 MULCHING MATERIAL TON 8 $340.00 $2,72000 91 WATER kGAL 306 $100 $36600 92 TOPSOIL CYS 20,499 $625 $125,118.75 93 SODDING,NURSERY SYS 12,294 $2.08 $35,406.72 94 IRRIGATION CONDUIT LET 1,000 $12.00 $12,00000 95 CORED HOLE IN CONCRETE EACH 1 $250.00 $25000 96 CONCRETE BRIDGE RAILING TRANSITION,TPS-2 EACH I $5.519.97 $5,519.97 97 REINFORCED CONCRETE MOMENT SLAB.12IN. SYS 4,481 $120.00 $537,720.00 98 MODIFIED 33 IN.BRIDGE RAIL-TYPE I LET 4,221 $8500 $353,788,00 99 MODIFIED 33 IN.BRIDGE RAIL-TYPE II LFT 118 $180.00 $21,240.00 100 CUT WALL,A SFT 14,066 $0.01 $140.66 101 CUT WALL,B SFT 14,249 $0.01 3142.49 102 CUT WALL,C SFT 7,129 $0.01 571.20 103 CUT WALL,0 SFT 6,355 $0.01 $53.55 104 CUT WALL.H SFT 13,168 $0.01 $131.63 105 CUT WALL.I SFT 14,170 $0.01 $141.70 106 SEAL COAT,GRAFFITI RESISTANT SET 91,476 $0.44 $40,24944 107 SURFACE SEAL SFT 86,955 $0.32 $21,425 60 108 CULVERT,PRECAST BOX,REINFORCED CONCRETE,8 FT.X 8 FT. LFT 190 $600.00 $114,00000 109 PIPE END SECTION, 36 IN. EACH 1 $1,275.00 $1,275.00 110 PIPE,CIRCULAR,25 IN. LFT 1,182 $71.00 $82,50200 111 PIPE.TYPE 4,CIRCULAR.6 IN. LFT 13,243 $3.65 $48,336 95 112 PIPE.UNDERDRAIN OUTLET,6 I. LFT 347 $12.00 $4,164.00 113 PIPE.CIRCULAR.12IN. LFT 800 $32.00 $25,600.30 114 PIPE,CIRCULAR.15 IN. LFT 3.306 $40.00 3132,240,00 115 PIPE,CIRCULAR,18 IN. LFT 2.473 $42.00 $103,586.00 • 116 PIPE,CIRCULAR,24 IN. LFT 1,035 $50.00 $51,750.00 117 PIPE,CIRCULAR,30 IN. LIT' 791 $64.00 $47,424.00 118 PIPE,CIRCULAR.42 IN. LFT 2,352 $62.00 $192,864.00 119 STORMWATER TREATMENT SYSTEM,TYPE II EACH 1 $50,000.00 $5000000 120 VIDEO INSPECTION FOR PIPE LIT 11,869 $1.35 $16,023.15 121 OUTLET PROTECTOR,1 EACH 6 $815.00 $4,890.00 122 OUTLET PROTECTOR,2 EACH 1 $485.00 $485.00 123 VIDEO INSPECTION FOR UNOERDRAINS LFT 3,000 $1.00 $3.000 00 124 AGGREGATE FOR UNDERDRAINS CYS 1,235 $32,00 $30,52000 125 GEOTEXTILES FOR UNDERDRAIN 5Y5 17,810 $1.00 $17,810.00 126 A2000 6 IN.PVC,PERFORATED LFT 8,034 $5.10 $40,073.40 127 MANHOLE,J10 EACH 3 $3,300.00 $9,900.00 128 CATCH BASIN,HA5 EACH 14 51,050 00 $27,300.00 129 INLET.HAS EACH 8 $1,300.00 $15,200.00 130 CASTING,ADJUST TO GRADE EACH a $760.00 $6080.00 131 CASTING,4,FURNISH EACH 1 $1,408.00 $1,10900 132 CAP INLET EACH 1 $325.00 $325.00 133 INLET,E7 EACH 2 $1,400.00 $2,800.00 134 INLET,110 EACH 3 $1,44000 $4.32000 135 INLET.M10 EACH 7 $1,75000 $12,25000 136 INLET.R13 EACH 1 $2,075.00 $2,075.00 137 CATCH BASIN,K10 EACH 6 $1.700.00 $10,200.00 138 MANHOLE,C4 EACH 23 $1,700.00 $39,100.00 139 STRUCTURE.MANHOLE,RECONSTRUCT LFT 7 $540.00 $3,760.00 140 MANHOLE,L4 EACH 1 $5,300.00 $5,300.00 141 MANHOLE,CS) EACH 3 $2,200.00 $6,600.00 142 MANHOLE,K4 EACH 6 $3,600.00 $21,600.00 143 BYPASS MANHOLE,K4 EACH 1 $6,900.00 $6,900.00 144 MANHOLE,J4 EACH 13 $300000 $49,400.00 145 MANHOLE,C7 EACH 2 $2,00000 $4,000.00 146 MANHOLE,L7 EACH 1 $6,000.00 $6,000.00 147 INLET,C15 EACH 4 $2.000.00 $8,000.00 148 CATCH BASIN.C15 EACH 0 $2,100.00 $12,600.00 149 MASONRY COATING 5FT 66.955 $1.15 $76,998,25 150 CONCRETE STAINING SET 24,521 $3.85 $94,405.85 151 FACE PANELS,CONCRETE SFT 92,704 $30.00 $2781,12000 152 WALL ERECTION SFT 92,704 $30.03 $2,781,12000 153 LEVELING PAD,CONCRETE LET 7,035 $34.38 $241,863.30 154 COARSE AGGREGA'T'E,NO,8 TON 12,676 $1780 $225.632.80 155 CONSTRUCTION SIGN,C EACH 10 $225.00 52,250.00 156 ROAD CLOSURE SIGN ASSEMBLY EACH 12 $345.00 54,140.00 157 ENERGY ABSORBING TERMINAL,C2 EACH 3 $5.300.00 $15,900_00 158 TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN. LFT 26,816 $0.25 56,704,00 159 TEMPORARY PAVEMENT MESSAGE MARKING,REMOVABLE,LANE EACH 12 $50.00 $600.00 INDICATION ARROW 160 TEMPORARY PAVEMENT MESSAGE MARKING,REMOVABLE,WORD EACH 7 $85,00 559500 IONLYI 161 TEMPORARY TRANSVERSE PAVEMENT MARKING,24 IN. LFT 109 55.00 $545.00 162 TEMPORARY PAVEMENT MARKING,REMOVABLE.8IN. LET 4.851 $2.00 $9,702.00 163 DETOUR ROUTE MARKER ASSEMBLY EACH 45 $90.00 $4,050.00 154 CONSTRUCTION SIGN,A EACH 60 $150,00 $9,000.00 165 CONSTRUCTION SIGN.B EACH 2 $75.00 $150.00 166 FLASHING ARROW SIGN DAY 500 $9.00 $4,500.00 107 MAINTAINING TRAFFIC LS 1 $500,000.00 5500.000,00 168 BARRICADE,Ill-A LFT 204 $15.00 $3,060.00 169 BARRICADE,III-B LFT 144 $15.00 $2,160 00 170 TEMPORARY TRAFFIC BARRIER,TYPE 2 LFT 7,189 $26.90 $186,195.10 171 TEMPORARY TRAFFIC BARRIER,TYPE 2,ANCHORED LFT 4,347 $37.37 $152447.39 172 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2 $500000 $10,000.00 573 TEMPORARY TRAFFIC SIGNAL LS 3 $10,300.00 $30,900.00 174 SIGN POST,SQUARE.1,REINFORCED ANCHOR BASE LFT 864 $13.00 $11,232.00 175 SIGN,PANEL,WITH LEGEND SET 283 $19.00 $5,377.00 176 SIGN,SHEET.RELOCATE EACH 10 $25.00 $250.00 177 SIGN.SHEET,ENCAPSULATED LENS WITH LEGEND,0.060 IN. SFT 360 $15.00 $5,400.00 178 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN. SFT 335 $10.00 $5,408.00 179 SIGN,SHEET,ENCAPSULA'T'ED LENS WITH LEGEND,0.125 IN, SET 20 $1.00 $20.00 580 STRUCTURAL STEEL.BREAKAWAY LBS 1,560 $3.00 $4880.00 161 DECORATIVE SURROUND,SUPPORTS.AND ASSEMBLY, INSTALLED EACH 7 $120100 $8,400.00 182 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH 8 $1,525.00 512.200.00 183 DECORATIVE SIGN ASSEMBLY,REMOVE AND RELOCATE EACH 4 $375.00 $1,500.00 184 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT EACH 2 $1,050.00 $2,100.00 185 WIRE.NO.4 COPPER,IN PLASTIC DUCT.IN PLASTIC CONDUIT,41/C LET 3,031 57.25 $21,974.75 186 CONDUIT,PVC,2 IN. LFT 3,483 $5,25 $16,265.75 187 WIRE,NO.4 COPPER,IN PLASTIC DUCT, IN PLASTIC CONDUIT,IN STEEL LFT 452 $7.25 $3,27700 CONDUIT 4I C 156 CONDUIT,STEEL.GALVANIZED.2 IN. LFT 1.167 $11.00 $12,837 00 189 WIRE,NO 4 COPPER,IN PLASTIC DUCT,IN STEEL CONDUIT.4 11C LET 715 $7.25 $5,183.75 190 HANDHOLE,LIGHTING EACH 20 5925.00 $18,500.00 191 LIGHT STANDARD FOUNDATION,3 FT.DIA X 8 FT. EACH 54 $990.00 $53,460.00 192 JUNCTION BOX EACH 4 $500.00 $2,000.00 193 WIRE.NO.4 COPPER,IN PLASTIC DUCT,IN TRENCH.4 VC LET 8,105 $7.25 $58,761.25 194 UNDERPASS CIRCUIT INSTALLATION.1 LUMINAIRE EACH 4 $975.00 53,900.00 195 SERVICE POINT, II EACH 4 55.050.00 $22,600.00 • 196 TRANSITION FITTINGS,GALVANIZED STEEL CONDUIT TO PLASTIC CABLE EACH 2 $5.00 $10.00 197 CONNECTOR KIT,UNFUSED EACH 58 $31.00 $1,798.00 198 CONNECTOR KIT,FUSED EACH 58 $31.00 $1,798.00 199 MULTIPLE COMPRESSION FITTING,NON-WATERPROOFED EACH 108 $12.00 $1,20500 200 MULTIPLE COMPRESSION FITTING,WATERPROOFED EACH 60 $15.00 $900.00 201 INSULATION LINK,NONWATERPROOFED EACH 116 $11.00 $1,276.00 202 INSULATION LINK,WATERPROOFED EACH 96 $15.00 51,440.00 203 CABLE DUCT MARKER EACH 24 $105.00 $2,520.00 204 POLE CIRCUIT CABLE,1 C NO. 10 STRANDED COPPER LFT 4,140 $0.50 $2,070.00 205 CABLE INTERDUCT LFT 1,885 $14.00 $26,390.00 206 HANDHOLE EACH 8 $925.00 $7.400.00 207 DECORATIVE LIGHT POLE ASSEMBLY,REMOVE AND RESET EACH 1 $2,600.00 52,60000 208 LUMINAIRE.ROADWAY.METAL HALIDE,250 WATT,PORT HURON EACH 44 $1,375.00 $60,500.00 209 LUMINAIRE,ROADWAY.METAL HALIDE,250 WATT,MONGOOSE EACH 18 $875.00 $15,750.00 210 LUMINAIRE,UNDERPASS,WALL MOUNTED,METAL HALIDE,150 WATT EACH 4 $850.00 $3,400.00 211 LIGHT FOUNDATION,BRIDGE MOUNT,WITH GROUNDING EACH 9 $270.00 $2,430 00 212 LIGHT POLE.30 FT.E.M.H. 1.5 FT. MAST ARM.BREAKAWAY BASE EACH 18 $1,700.00 530,600.00 213 LIGHT POLE.30 FT.E.M.H.8 FT.MAST ARM,TRANSFORMER BASE, EACH 35 $6,800.00 $238,000.00 DECORATIVE POLE MAST ARM AND BASE 214 LIGHT POLE.15 FT.E.M.H.4 FT.MAST ARM,TRANSFORMER BASE, EACH 9 55,600 00 $50,400.00 DECORATIVE POLE MAST ARM AND BASE 215 PAVEMENT MESSAGE MARKINGS.REMOVE EACH 22 $40.00 $880.00 216 LINE,EPDXY,BROKEN.WHITE,4 IN. LFT 900 $0.30 $270.00 217 TRANSVERSE MARKINGS,THERMOPLASTIC.CROSSWALK.WHITE,24 IN. LET 910 $3.70 $3,367.00 218 LINE,EPDXY,SOLID,WHITE,4 IN. LFT 5,647 $0.30 $1,694.10 219 LINE,EPDXY.SOLID,YELLOW.4 IN, LFT 6,648 $0.35 $2,326.80 220 LINE,THERMOPLASTIC.BROKEN,WHITE.4 IN. LFT 4,185 $0.25 $1046.25 221 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 13,467 $0.30 $4,04010 222 LINE,THERMOPLASTIC.SOLID,WHITE,8 IN. LFT 3,950 $0,80 $3,100.00 223 LINE,PAINT,BROKEN,WHITE.4 IN. LFT 1.993 $0.35 $697.55 224 LINE.PAINT,SOLID,WHITE,4 IN. LFT 13,500 $0.16 $2,161.44 225 LINE.PAINT,SOLID,YELLOW,41N. LFT 10,578 $0.13 $1,375.14 226 LINE,REMOVE LFT 26,701 $0.30 $8,010.30 227 LINE,EPDXY,SOLID.WHITE,6 IN. LFT 629 $0.40 $251.60 228 PAVEMENT MESSAGE MARKINGS,EPDXY,FISHHOOK INDICATION ARROW EACH 24 5130.00 $3,120.00 229 LINE,THERMOPLASTIC,SOLID,WHITE.6 IN. LFT 1,747 $0.55 $960.85 230 LINE.THERMOPLASTIC,BROKEN,YELLOW.4 IN, LFT 87 50.30 $26.10 231 LINE.THERMOPLASTIC.SOLID,YELLOW,4 IN, LFT 15.855 $0.30 $4,756.50 232 TRANSVERSE MARKINGS,THERMOPLASTIC,SOLID.WHITE, LFT 499 $3.30 $1,64070 CROSSHATCH 24 IN 233 TRANSVERSE MARKINGS.THERMOPLASTIC.SOLID,YELLOW, LFT 95 $2.30 $218.50 CROSSHATCH 12 IN 234 TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 IN. LFT 106 $4.50 $477.00 235 TRANSVERSE MARKINGS,THERMOPLASTIC,"SHARKS TEETH' LFT 255 $1.50 $382.50 236 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC.LANE INDICATION EACH 19 $65.00 51,235 00 237 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,SYMBOL(BIKE) EACH 3 $10000 $30000 238 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD(ONLY) EACH 2 $85.00 $170.00 239 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC, FISHHOOK EACH 16 $6500 81,040,00 INDICATION ARROW 240 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 515 $15.00 $7725.00 241 LINE,THERMOPLASTIC,SOLID,YELLOW,8 IN. LFT 480 $1.30 $624.00 242 LINE,THERMOPLASTIC,BROKEN.WHITE,6 IN.,3FT STRIPE-3FT GAP LFT 405 $5400 52 43(900 243 LINE,THERMOPLASTIC,BROKEN.WHITE,12114,3FT STRIPE-3FT GAP LFT 272 $5.00 $1,632.00 244 LINE,PAINT,DOTTED.WHITE,41N. LFT 57 $1.00 $57.00 245 RETAINING WALL MOCK UP LS 1 510,000.00 $10,900.00 246 BRIDGE RAIL MOCK UP LS 1 510.000.00 $10,00000 _ 247 FLAT-WORK MOCK UP LS 1 59,611.60 $4,611.60 248 FORMLINER.WALL PANELS SFT 92.704 $041 $10,197.44 249 FORMLINER.MODIFIED 33 IN.BRIDGE RAIL,TYPE I&II.REAR FACE LFT 4,339 $11.49 $49,855.11 250 FORMLINER,REINFORCED CONCRETE BARRIER WALL,REAR FACE LET 1,693 $13.90 $23,634.28 STRUCTURE NO.1-116TH STREET•BRIDGE ITEMS 251 CONSTRUCTION ENGINEERING LS 1 $500,000.00 $500,000.00 252 MOBILIZATION AND DEMOBILIZATION LS 1 52,000.000,00 $2609699.90 253 EXCAVATION,DRY CYS 148 $1T'2 52.592,96 254 B BORROW CYS 49 $37,27 31,826.23 255 AGGREGATE FOR END BENT BACKFILL CYS 231 $28.54 $6,019.74 256 DENSE GRADED SUBBASE CYS 63 $64,82 54,083.66 257 CONCRETE IMPRINTING SFT 13.646 $4.50 $61.907.00 258 ORNAMENTAL HANDRAIL LET 198 $118 77 $23,516.46 259 CURB.INTEGRAL.CONCRETE LFT 201 $2G.63 35,352.63 260 REINFORCED CONCRETE BRIDGE APPROACH SLAB,12 IN. SYS 392 $52.75 $211678 00 261 GEOTEXTILES SYS 599 $1.31 $784.69 262 DYNAMIC PILE LOAD TEST EACH 2 $4 96G.54 $9,933.08 263 TEST PILE,RESTRIKE EACH 2 $3,35fl 26 56,716.5G 264 TEST PILE EACH 2 $3,216.54 $6,433.08 265 PILE TIP,STEEL H EACH 108 $61.20 $6,609.60 266 PILE.STEEL H, HP 12 X 74 LFT 9,140 $43.15 $394 391 00 267 CONCRETE,A,SUBSTRUCTURE CYS 362 $4(10,00 $144,890,00 268 CONCRETE,B,FOOTINGS CYS 146 $300.00 $44,466.00 269 REINFORCING BARS LBS 103,873 $0.58 $80,246.34 273 REINFORCING BARS.EPDXY COATED LBS 283,720 $0.56 $187,25520 271 CONCRETE.C.SUPERSTRUCTURE CYS 1,557 $500.00 $778.504.Op 272 CONCRETE,C.RAILING CYS 41 $02050 $33,640.50 273 STRUCTURAL MEMBERS,CONCRETE I-BEAM,II,36 IN X 12 IN LFT 2,532 525000 $633,000.00 274 SURFACE SEAL SIT 22.070 $0.44 $9,710.80 275 ANCHOR PLATES,API EACH 100 $54 80 $5 480.00 276 MASONRY COATING SFT 7.080 $1.15 $8.14200 277 CONDUIT.PVC.2IN. LET 208 $5.25 $1,092.00 278 CONCRETE STAINING SFT 220 $3.85 $847.00 279 STREET NAME SIGN,BRIDGE MOUNTED,DECORATIVE EACH 2 $3,446.26 $6.892.56 280 FORMLINER,SPECIALTY.CITY SEAL EACH 2 $2,891.88 $5.783.76 281 FORMLINER,BRDIGE RAIL,FRONT FACE LFT 200 $59.13 $11,826.00 282 FORMLINER,BRDIGE RAIL,REAR FACE LFT 200 $75.74 $15,148.00 STRUCTURE NO.2-CARMEL DRIVE-BRIDGE ITEMS 283 CONSTRUCTION ENGINEERING LS 1 $150,000.00 $150,000.00 284 MOBILIZATION AND DEMOBILIZATION LS 1 $362,126.46 $362.126.46 285 EXCAVATION,DRY CYS 112 $19.56 $2,190.72 286 B BORROW CYS 38 $45.86 $1,742,68 287 AGGREGATE FOR END BENT BACKFILL CYS 221 $30,08 $6,547.68 288 DENSE GRADED SUBBASE _ CYS 59 $63.38 $3,739.42 289 CONCRETE IMPRINTING SET 9.483 $4.50 $42,673.50 290 ORNAMENTAL HANDRAIL LFT 201 $110.77 $23,872.77 291 CURB.INTEGRAL.CONCRETE LFT 191 $24.84 $4.74x.44 292 REINFORCED CONCRETE BRIDGE APPROACH SLAB,12 IN. SYS 369 $51.56 $19,025.64 293 GEOTEXTILES SYS 484 $1.31 $634.04 294 DYNAMIC PILE LOAD TEST EACH 2 $5,047.02 $10,094.04 285 TEST PILE,RESTRIKE EACH 2 $3,358.28 $6,716.56 296 TEST PILE EACH 2 $3,216.54 56 433.08 297 PILE TIP.STEEL H EACH 86 $59.78 $5.1x1.08 298 PILE,STEEL H,HP 12 X 74 LFT 7.300 $39.85 $290,905.00 299 CONCRETE.A.SUBSTRUCTURE CYS 291 $400.00 $116,400.00 300 CONCRETE.B,FOOTINGS CYS 119 $300.00 $35,700.00 301 REINFORCING BARS LBS 74,052 $0,58 $42,950.16 302 REINFORCING BARS,EPDXY COATED LBS 247,640 $0.65 $160,966.00 303 CONCRETE.C,SUPERSTRUCTURE CYS 1,161 $500.00 $580,500.00 304 CONCRETE,C.RAILING CYS 39 $850.00 $33.150.00 305 STRUCTURAL MEMBERS,CONCRETE I-BEAM,II.36 IN X 12 IN LFT 2.054 $200.00 $410.800.00 306 SURFACE SEAL SET 20.040 $0.44 $8,817.60 307 ANCHOR PLATES,API EACH 80 $54.60 $4,384.00 308 MASONRY COATING SET 7,030 $1.15 $8,084.50 309 CONDUIT,PVC.2 IN. LFT 211 $5.25 $1,107.75 310 CONCRETE STAINING SRI $385 $8G2.40 311 STREET NAME SIGN.BRIDGE MOUNTED,DECORATIVE EACH 2 $3.446.28 $6,892.56 312 FORMLINER,SPECIALTY.CITY SEAL EACH 2 $2,891.88 $5,783.76 313 FORMLINER.BRDIGE RAIL.FRONT FACE LFT 203 $68.44 $13,893.32 1 i= 314 FORMLINER,BRI)IGE RAIL,REAR FACE LFT 203 3 Eb.4C /6933(.3S- 315 WIDE FLANGE SIGN POST SUPPORT FOUNDATION.VII EACH 8 ' 25baco 201000.ca 316 LINE.PAINT,DOTTED.YELLOW,41N. LET 25 d z50 422.5-c. 323 CURB AND GUTTER,TYPE II LET 3,846 ,d 43 3) ¢ )04 Ac/.0Z 324 CURB AND GUTTER,TYPE III LEE 1.498 S /O,og $ 157091.24 325 CURB,CONCRETE.STRAIGHT LET 854 Woo 5 I $ 40.806 326 RETROFITTED TIE BARS EACH 751 4 1?)OU g $&z3. Op 327 PRICE ADJUSTMENT FOR ORNAMENTAL RAILING MATERIAL LFT 1,128 J..(27.f03tL 1-31,uoO 6,q> I 328 CONCRETE,A,UNDISTRIBUTED,FOR ABANDONED UTILITY CYD 20 7 b31.73 j' `12.7 1 icf(pp BASE BID TOTAL: Y 9 19 ZS? 476. 6/ SUBMITTEDBY: Walsh Construction Company SIGNATURE (4E/J) Je rr P . Dunifon TITLE: Vice President ADDRESS: 2749 N. State Road 39 LaPorte , IN 46350 PART 3 CONTRACT ITEMS AND UNIT PRICES City of Carmel Project No.07-08C Alternate Bid#2 Keystone Parkway and 116th Street/Cannel Drive Interchanges ITEM UNIT UNIT QUANTITY U CE TOTAL 1A EXCAVATION.COMMON CYS 547 $ 15.00 58,205,00 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB INLET EACH 3 $ 125.00 $375,00 PROTECTION 3A TEMPORARY DITCH INLET PROTECTION EACH 1 $ 85.00 $85.00 4A STRUCTURE BACKFILL,TYPE 1 CYS 37 $ 20.00 5740.00 5A SUBBASE FOR PCCP CYS 37 $ 104.74 $3,875.38 6A HMA SURFACE TYPE C TONS 101 $ 81.00 $8,181.00 7A HMA INTERMEDIATE TYPE C TONS 82 $ 63.00 $5,166.00 8A HMA INTERMEDIATE.OG.TYPE C TONS 75 $ 65.00 $4,875.03 9A HMA BASE,TYPE C TONS 214 $ 54.00 $11,556 00 10A PCCP. 12" SYS 147 $ 60.48 $8,890.56 11A CURB.INTEGRAL.B.CONCRETE LFT 120 $ 13.20 51,584.00 12A MULCHED SEEDING.T.CONVENTIONAL MIX SYS 160 $ 0.32 $51.20 13A FERTILIZER TON 1 $ 1,375.00 $1.375.00 14A SEED MIXTURE.U LBS 9 $ 2.56 $23.04 15A MULCHING MATERIAL TON 1 $ 340.00 $340.00 16A WATER kGAL 1 S 1.00 $1.00 17A TOP SOIL CYS 8 $ 20.00 $16000 18A SODDING.NURSERY SYS 211 $ 3.43 $723.73 19A PIPE,CIRCULAR,15 IN. LFT 189 $ 40.00 $7.560.00 20A VIDEO INSPECTION FOR PIPE LFT 189 $ 1.35 5255.15 21A INLET,M10 EACH 1 $ 1,750.00 $1,750.00 22A CATCH BASIN,K10 EACH 1 $ 1,700.00 $1,700.00 23A CONSTRUCTION SIGN,A EACH 2 $ 150.00 8300.00 24A BARRICADE,III-A LFT 48 $ 15,00 $720.00 25A SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LFT 112 $ 13,00 $1,456.00 26A SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN. SFT 49 $ 15.00 $735.00 27A SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND.0.100 IN. SFT 3 $ 16.00 $48.00 28A DECORATIVE STREET SIGN ASSEMBLY,DIRECTINAL,INSTALLED EACH 1 $ 1.525.00 $1,525.00 29A LINE,EPDXY,SOLID,YELLOW,4 IN. LFT 21 $ 0.35 $7.35 30A LINE,EPDXY.SOLID,WHITE,4 IN LET 261 $ 0.30 $78.30 31A LINE,THERMOPLASTIC,SOLID,WHITE.4 IN. LFT 157 $ 0.28 $43.96 32A LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. LFT 366 $ 0.32 $117.12 33A TRANSVERSE MARKINGS.THERMOPLASTIC,SOLID YELLOW, LFT 33 $ 2.50 $82.50 CROS ATCH 17IN 34A TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE.24 IN. LFT 22 $ 1500 $330.00 35A PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC.LANE INDICATION EACH 3 $ 65.00 $195.00 36A PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD(ONLY) EACH 2 $ 85.00 $170.00 57A. LINE,THERMOPLASTIC,SOLID,YELLOW,6IN. LET 219 € 2.00 S at o0 SUA LINE,EPDXY.SOLID.WHIT[,T IN. LET 35 * Z 00 • 1'7 O.co 39A LINE,THERMOPLASTIC,BROKEN,WHITE,01N.(3'LINE,3'GAP) LFT 16 .p .5(00 , 8o Co 40A PAVEMENT MESSAGE MARKINGS.EPDXY,WORD)ONLY EACH I /50.0z, c /50.00 41A PAVEMENT MESSAGE MARKINGS,EPDXY LANE INDICATION EACH I ,. !ZS".Lb 12S.0a 424 CURB,CONCRE-1E,STRAIGHT LFT 573 „ 10.ao f 6273c.00 434 HMA WEDGE AND LEVEL,TYPE C TONS 26 aLIJo $' 2.10(.00 444 PIPE END SEC t 15 IN EACH I 7 00.4. 4 700.00 45A RETROFITTED TIE EARS EACH 35 2 390 53450 464 SUBGRADE TREATMENT TYPE I SYS 742 IS l4<' 350, ,QO 47A MILLING ASPHALT,1112IN. 5YS E11 a 1.74 ,0 191/,,41 404 ASPHALT FOP TACK COAT TON i 907.00 00.00 49A CAP INLET EACH 2 ( il98 I Z•i77.0 90A SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 4 t Zcc.Go, Co. ALTERNATE BID in TOTAL: 4 95142L. 5 3 SUBMITTED BY: Walsh Construction Company SIGNATURE J f y P. Dunifon TITLE: Vice President ADDRESS: 2749 N . State Road 39 LaPorte , IN 46350 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 1 2/19/2009 2 2/23/2009 3 2/25/2009 4 3/04/2009 5 3/05/2009 • BID-5 PART5 EXCEPTIONS Instructions To Bidders: 5.1 The Bidder shall fully state each exception token to the Specifications or other Contract Documents in Section 5.3 of this Part. 5.2 Bidder is cautioned that any exception token 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 rtnn-responsive. 5.3 Exceptions: M/0 CeCRT7o4S • BID-6 BID PROPOSAL SUMMARY PAGE Complete the following information and place as the cover page to your bid packet. Insert all documents into an envelope with project name and your company name clearly marked on the outside. Seui =r,e en.2e oae._ Company: Rieth - Riley Construction Co., Inc. Project Name: Keystone Parkway and 116th Street / Carmel Dr. City of Carmel Project No. 07-08C Date Submitted: Monday, March 9, 2009 Base Bid Amount: $25,351 ,380.00 Alternate 1 Bid No Bid on Alternate #1 Amount: Alternate 2 Bid $114,283.00 Amount: Total Bid Amount: $25,465,663.00 BIDDER'S ITEMIZED PROPOSAL AND DECLARATIONS City of Carmel Instructions To Bidden.: This form shall be utilized by all Bidders, except as otherwise specifically provided, all Parts shall be filly and accurately filled in and completed and notarized. Project: Keystone Parkway and 116t1t Street/Cannel Drive Interchange, City of Carmel Project#07-08C Proposal For Construction of: Construction of a split diamond roundabout interchange at the intersections of Keystone Parkway with 116`x'Street & Keystone Parkway with Carmel Drive, reconstruction of portions of Il6"' Street directly east and west of Keystone Parkway and reconstruction of portions of Carmel Drive directly east and west of Keystone Parkway. Date: March 9, 2009 To: City of Carmel, Indiana, Board of Public Works and Safety BID-I PART I 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 Nark 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 Ctnrel. Indiana,foreign corporations mast register with the Secretory of the State ofIndiana ca.s required by the Indiana General Corporation Act as stated therein and expressed in the Attorney General's Opinion #2, dated January 23, 19581 .1 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 Ttaenty Five Million Three Hundred Fifty One Thousand Three Hundred Eighty and 00/100 -- Dollars ($ 25,_3$1,,380.00 ). 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 he 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 perlbrmed or furnished under the Contract. BID-3 • PART 3 CONTRACT ITEMS AND UNIT PRICES City of Carmel Project No.07-08C Base Bid Keystone Parkway and 116th Street/Carmel Drive Interchanges ITEM DESCRIPTION UNIT QUANTITY PRICE TAL 1 CONSTRUCTION ENGINEERING LS 1 $ 93,900.00 $ • 93,990.00 2 MOBILIZATION AND DEMOBILIZATION L5 1 3 805.789.79 $ 805,789.79 3 CLEARING RIGHT OF WAY LS 1 $ 112,567.40 $ 112,567.40 4 TRAFFIC SIGNAL EQUIPMENT,REMOVE EACH 2 $ 3200.00 $ 6.400.00 5 PAVEMENT REMOVAL SYS 23,603 $ 7.18 $ 170,115.74 6 GUARDRAIL.REMOVE LFf 1,107 $ 342 5 3,785.94 7 EXCAVATION,COMMON CYS 158,837 5 11.00 $ 1,747,207.00 8 EXCAVATION,UNCLASSIFIED CYS 9,000 5 10.00 5 90.900.00 9 BORROW CYS 10,355 $ 0.10 $ 1,035.50 10 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB INLET EACH 30 $ 725.00 $ 3.750.00 PROTECTION 11 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 64 $ 28.00 $ 1,792.00 12 TEMPORARY DITCH INLET PROTECTION EACH 17 $ 85.00 $ 144500 13 TEMPORARY SEDIMENT TRAP TON 62 $ 2500 $ 1,736 D0 14 TEMPORARY SILT FENCE LEI' 1,300 S. 1.15 $ 1.495.00 15 FILTER TUBE,18 IN. LFT 57 $ 2926 $ 1,667.82 16 SUBGRADE TREATMENT,TYPE I SYS 84,467 $ 3.90 5 329,42100 17 STRUCTURE BACKFILL,TYPE 1 CYS 15,885 $ 18.50 $ 293,872.50 18 STRUCTURE BACKFILL,TYPE 2 CYS 391 $ 30.00 $ 11,730.00 19 COMPACTED AGGREGATE,NO.53.BASE TON 16,949 $ 20.89 $ 354,064.61 20 SUBBASE FOR PCCP CYS 2,868 $ 42.82 $ 122,807.76 21 COMPACTED AGGREGATE NO.53,TEMPORARY FOR DRIVEWAYS TON 286 5 83.18 $ 23,290.40 22 WIDENING WITH IiMA.TYPE C TON 44 $ 91.72 $ 4,035.60 23 MILLING,ASPHALT,1 112 IN. SYS 8,289 $ 2.30 $ 19,064.70 24 MILLING,ASPHALT,7 112 IN. SYS 403 5 34.47 $ 13,891 41 25 PROFILOGRAPH, HMA LS 1 $ 4,512.80 $ 4,512.80 25 HMA SURFACE,TYPE A TON 49 $ 7529 $ 5,689.21 27 HMA SURFACE,TYPE TON 1.201 $ 78.33 $ 101,124.03 28 HMA INTERMEDIATE,TYPE A TON 151 $ 62.37 5 9,41787 20 HMA INTERMEDIATE,TYPE C TON 2.151 $ 48.43 $ 104,172.93 30 HMA INTERMEDIATE,OG,TYPE C TON 1,977 $ 62.65 $ 123,859.05 31 IiMA BASE,TYPE C TON 5,047 5 47.08 $ 237,612.76 32 HMA INTERMEDIATE,0G,TYPED TON 6,111 5 5857 5 357,921.27 33 HMA FOR TEMPORARY PAVEMENT TON 5,578 $ 68.79 $ 383,710.62 34 HMA SURFACE,TYPED TON 4,951 $ 74 97 $ 366,720.57 35 HMA INTERMEDIATE,TYPED TON 5,133 S 51.00 $ 261.783.00 36 HMA BASE.TYPED TON 21,942 $ 43-57 S 956.012.94 37 HMA WEDGE AND LEVEL,TYPED TON 1 $ 421.03 S 421.03 30 ASPHALT FOR TACK COAT TON 56 $ 647.80 $ 36,276_80 39 CORING,PCCP LS 1 $ 1,152.17 $ 1,152.17 40 PCCP,12 IN. SYS 11,471 $ 41.33 $ 474.096,43 41 POOP TRUCK APRON,7IN. SYS 766 $ 42.46 $ 32,524.36 42 POOP.7,5 IN. SYS 53 $ 91.68 $ 4,859.04 43 PCCP,4 IN. SYS 1,154 $ 41.60 $ 48,006.40 44 13-1 CONTRACTION JOINT LPT 7.362 $ 10.48 $ 77.153,76 45 RIGID INSULATION.2 IN SF- 2,949 $ 5.40 5 15,924.60 46 CONCRETE IMPRINTING SF- 17,280 S 4.50 $ 77,760.00 47 GUARDRAIL TRANSITION TYPE TGB EACH 1 $ 1,974.00 $ 1,974,00 48 GUARDRAIL.STEEL CURVED TERMINAL END SECTION EACH 3 $ 67.60 S 202.80 49 IMPACT ATTENUA I'OR.R2.W1.TL-3 EACH 2 S 13,950.00 $ 27,900.00 50 IMPACT ATTENUATOR,R2,W2,TL-3 EACH 4 $ 13,950.00 $ 55,800.00 51 GUARDRAIL,W-BEAM.NESTED EACH 2 $ 2,973.00 S 5,946.00 52 IMPACT ATTENUATOR,LS,WI,TL-1 EACH 1 S 9,650.00 $ 9,650.00 53 GUARDRAIL END TREATMENT,OS EACH 2 $ 2,129.00 $ 4,258.00 54 GUARDRAIL,W BEAM,6 FT.3IN.SPACING LFT 1.925 $ 16.81 $ 32,359.25 55 GUARDRAIL TRANSITION,VH,6 FT.3 I.SPACING EACH 1 $ 157.80 5 157.80 56 ORNAMENTAL RAILING LET 729 $ 118.77 $ 86,583.33 57 BARRIER DELINEATOR EACH 109 S 7.25 $ 79025 58 MODIFIED REINFORCED CONCRETE BARRIER WALL LOT 1,693 $ 260.00 $ 440,180.00 59 FENCE, FARM FIELD.47 IN. LET 2,499 $ 5 40 Si 13.494.60 50 CURB RAMP,CONCRETE.C SYS 163 $ 123.70 S 20,163.10 61 CURB RAMP,CONCRETE,0 SYS 7 S 123.74 $ 856.18 52 CURB RAMP,CONCRETE,F SYS 18 $ 123.68 $ 2.225.24 63 CURB RAMP,CONCRETE,G SYS 48 $ 123,71 $ 5,938.08 64 CURB RAMP,CONCRETE,H SYS 67 $ 123.70 $ 8,287,90 65 CURB RAMP,CONCRETE.K SYS 81 $ 123.71 $ 10,020.51 66 CURB RAMP.CONCRETE,L SYS 33 $ 123.70 $ 4.062.10 67 CURB RAMP.CONCRETE,KH SYS 31 $ 123.71 $ 3,83501 68 CURB RAMP,CONCRETE, D1 SYS 40 $ 123.71 $ 4,948.40 69 CURB RAMP,CONCRETE,D2 SYS 7 S 123.74 $ 866.18 70 CURB RAMP,CONCRETE,D3 SYS 18 $ 123.68 $ 2,226.24 71 SIDEWALK,CONCRETE,4 IN. SYS 1,072 $ 42.35 S 45,399.20 72 CURB,INTEGRAL,CONCRETE LET 798 $ 31.90 $ 25,456.20 73 CURB,INTEGRAL,B,CONCRETE LFT 1,272 3 13.89 $ 17,668,08 74 CURB.CONCRETE,MODIFIED LFT 1,087 $ 26.84 5 29,175.08 75 CURB AND GUTTER,B,CONCRETE LFT 997 $ 11.78 $ 11,744.66 76 CURB AND GUTTER.B,CONCRETE,MODIFIED LFT 9,860 $ 10.00 $ 98,600.00 77 CURB TURNOUT LFT 7 $ 80.56 $ 563.92 78 CURB AND GUTTER,CONCRETE.ROLL LFT 837 $ 23.91 $ 20,012.67 79 PAVED SIDE DITCH,A LET 1,881 $ 26.00 $ 48,906.00 80 HMA FOR APPROACHES,TYPE A TON 311 $ 105.84 5 32,916.24 81 MAILBOX ASSEMBLY,SINGLE EACH 1 $ 143.90 $ 143.90 82 GEOTEXTILES SYS 191 $ 2.15 $ 410.65 83 RIPRAP,CLASS 1 TON 24 $ 75.00 $ 1,800.00 84 RIPRAP,REVETMENT TON 120 $ 28.00 S 3,360.00 85 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $ 400.00 $ 800.00 86 MULCHED SEEDING.T,CONVENTIONAL MIX SYS 9.564 $ 0.32 $ 3,060.48 87 EROSION CONTROL BLANKET SYS 2,850 $ 1.13 $ 3.220.50 88 FERTILIZER TON 2 $ 1,375.00 $ 2,750.00 89 SEED MIXTURE,U LBS 593 $ 2.56 $ 1,518.08 90 MULCHING MATERIAL TON 8 S 340.00 $ 2,720.00 91 WATER kGAL 366 $ 1.00 $ 366.00 92 TOP SOIL CYS 20,499 5 6.25 5 128.118.75 93 SODDING,NURSERY SYS 12,294 $ 2.88 $ 35,406.72 94 IRRIGATION CONDUIT LFT 1,000 5 12.00 $ 12.000.00 95 CORED HOLE IN CONCRETE EACH 1 $ 450.36 $ 450.36 96 CONCRETE BRIDGE RAILING TRANSITION.TPS-2 EACH 1 $ 7,350.00 $ 7,350.00 97 REINFORCED CONCRETE MOMENT SLAB. 12 IN. SYS 4,481 $ 92.50 $ 414,492.50 98 MODIFIED 33 IN.BRIDGE RAIL-TYPE I LET 4,221 $ 92.50 $ 390,442.50 99 MODIFIED 33 IN.BRIDGE RAIL-TYPE II LFT 118 $ 132.50 5 15.635.00 100 CUT WALL.A SFT 14,066 $ 55.00 $ 773,630.00 101 CUT WALL.B SFT 14.249 5 55.00 $ 783,695.00 102 CUT WALL,C SFT 7,129 $ 95.00 $ 677,255.00 103 CUT WALL,D SFT 6,355 $ 115.00 $ 730,825.00 104 CUT WALL.H SFT 13,168 $ 48.00 $ 632,064.00 105 CUT WALL.I SFT 14,170 $ 49.00 $ 694.330.00 106 SEAL COAT,GRAFFITI RESISTANT SAT 91,476 $ 0.44 $ 40,249.44 107 SURFACE SEAL SET 66.955 $ 0.32 $ 21.425.60 108 CULVERT.PRECAST BOX.REINFORCED CONCRETE,8 FT.X 8 FT. LET 190 $ 640.89 $ 121.769.10 109 PIPE END SECTION, 36 IN. EACH 1 $ 1,275.00 5 1.275.00 110 PIPE,CIRCULAR,36 IN. LFT 1,162 $ 71.00 $ 82,502.00 111 PIPE,TYPE 4,CIRCULAR.6 IN. LFT 13.243 $ 3.65 $ 48.336.95 112 PIPE,UNDERDRAIN OUTLET.6 IN. LFT 347 $ 12.00 $ 4,164.00 113 PIPE,CIRCULAR,12 IN. LFT 800 I $ 32,00 $ 25,500.00 114 PIPE,CIRCULAR,15 IN. LET 3.306 $ 40.00 $ 132,240.00 115 PIPE,CIRCULAR.18 IN, LFT 2,473 $ 42110 $ 103866.00 116 PIPE,CIRCULAR,24 IN. LFT 1,035 $ 50.00 $ 51.750.00 117 PIPE,CIRCULAR,30 IN. LEI' 741 $ 54.00 $ 47,424.00 110 PIPE,CIRCULAR.42 IN. LET 2,352 S 82.00 $ 192.864.00 119 STORMWATER TREATMENT SYSTEM,TYPE II EACH 1 $ 35,000,00 $ 35,000.00 120 VIDEO INSPECTION FOR PIPE LET 11,869 S 200 $ 2373800 121 OUTLET PROTECTOR,1 EACH 5 S 815.00 S 4.890.00 122 OUTLET PROTECTOR,2 EACH 1 S 405.00 $ 485.00 123 VIDEO INSPECTION FOR UNDERORAINS LFT 3,000 $ 1.00 $ 3,000.00 124 AGGREGATE FOR UNDERDRAINS CYS 1.235 $ 32.00 $ 39.52000 125 GEOTEXTILES FOR UNDERDRAIN SYS 17.810 $ 1.00 $ 17,810.00 126 A2000 6 IN.PVC, PERFORATED LFT 8,034 $ 5.10 $ 40,973.40 127 MANHOLE,J10 EACH 3 S 3,300.00 $ 9.900,00 128 CATCH BASIN,HA5 EACH 14 $ 1,950.00 $ 27,300.00 129 INLET.HA5 EACH 8 $ 1,90080 $ 15,200.00 130 CASTING,ADJUST TO GRADE EACH 8 $ 76000 5 6,08400 131 CASTING,4,FURNISH EACH 1 $ 1.20100 $ 1,200 00 132 CAP INLET EACH 1 $ 32500 S 325.00 133 INLET,E7 EACH 2 $ 1,400.00 $ 2,80000 134 INLET,JI0 EACH 3 $ 1,440.00 $ 4,320.00 135 INLET,M10 EACH 7 $ 1750.00 S 12,250.00 136 INLET,R13 EACH 1 $ 2,075.00 $ 2,075.00 137 CATCH BASIN.K10 EACH 6 $ 1,700 00 $ 10,200.00 138 MANHOLE,C4 EACH 23 $ 1,700.00 $ 39.190.00 139 STRUCTURE,MANHOLE, RECONSTRUCT LFT 7 S 540.00 5 3,780.00 140 MANHOLE, L4 EACH 1 $ 5,300.00 S 5.300.00 141 MANHOLE,C10 EACH 3 $ 2,200.00 $ 6,500.00 142 MANHOLE.K4 EACH 6 $ 3,600.00 S 21,600.00 143 BYPASS MANHOLE,K4 EACH 1 $ 5,900.00 $ 6,900.00 144 MANHOLE.J4 EACH 13 $ 3,500.00 $ 49,400.00 145 MANHOLE,C7 EACH 2 $ 2,000.00 $ 4,000.00 146 MANHOLE,L7 EACH 1 $ 6,000.00 5 6.000.00 147 INLET,015 EACH 4 $ 2,000.00 $ 8,000,00 148 CATCH BASIN,C15 EACH 6 $ 2,100,00 $ 12,600.00 149 MASONRY COATING SET 60,955 $ 1.15 $ 76,998.25 150 CONCRETE STAINING SET 24,521 5 770 S 188,811.70 151 FACE PANELS,CONCRETE SET 92,704 I $ 18.35 $ 1.701,118 40 152 WALL ERECTION SFT 92.704 $ 17.75 $ 1.645,498.00 153 LEVELING PAD,CONCRETE LFT 7,035 $ 74.75 $ 525.866.25 154 COARSE AGGREGATE,NO.8 TON 12,676 $ 19,61 $ 248.576.36 155 CONSTRUCTION SIGN,C EACH 10 $ 200.00 $ 2,000.00 156 ROAD CLOSURE SIGN ASSEMBLY EACH 12 $ 275.00 $ 3,300.00 157 ENERGY ABSORBING TERMINAL.CZ EACH 3 $ 5.300.00 $ 15.900.00 158 TEMPORARY PAVEMENT MARKING,REMOVABLE.4 IN. LFT 26.816 $ 0.70 $ 18,771.20 159 TEMPORARY PAVEMENT MESSAGE MARKING,REMOVABLE,LANE EACH 12 $ 40.00 S 480.00 INDICATION ARROW 160 TEMPORARY PAVEMENT MESSAGE MARKING.REMOVABLE,WORD EACH 7 $ 75.00 $ 525.00 JONI Y1 161 TEMPORARY TRANSVERSE PAVEMENT MARKING,24 IN. LFT 109 $ 5.00 $ 545.00 162 TEMPORARY PAVEMENT MARKING.REMOVABLE.8 IN. LFT 4,851 $ 2.00 $ 9,702.00 163 DETOUR ROUTE MARKER ASSEMBLY EACH 45 $ 100.00 $ 4,500.00 164 CONSTRUCTION SIGN,A EACH 60 $ 175.00 $ 10,500.00 165 CONSTRUCTION SIGN,B EACH 2 $ 50.00 $ 100.00 166 FLASHING ARROW SIGN DAY 500 $ 6.00 $ 3,000.00 167 MAINTAINING TRAFFIC LS 1 $ 187,473.64 S 187,473.64 168 BARRICADE.III-A LFT 204 S 14.00 S 2,856.00 169 BARRICADE,III-B LFT 144 $ 14.50 $ 2.088.00 170 TEMPORARY TRAFFIC BARRIER.TYPE 2 LFT 7.189 $ 25.81 S 185,548.09 171 TEMPORARY TRAFFIC BARRIER,TYPE 2,ANCHORED LET 4,347 $ 10.79 $ 46.904.13 172 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2 $ 12,000.00 $ 24,000.00 173 TEMPORARY TRAFFIC SIGNAL LS 3 $ 10,300.00 $ 30,900.00 174 SIGN POST.SQUARE,1,REINFORCED ANCHOR BASE LFT 864 $ 13.00 $ 11.232.00 175 SIGN,PANEL,WITH LEGEND SFr 283 $ 19.00 $ 5,377.00 176 SIGN,SHEET,RELOCATE EACH 10 $ 25.00 $ 250.00 177 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN. SFT 360 $ 15.00 $ 5,400.00 178 SIGN,SHEET.ENCAPSULATED LENS WITH LEGEND.0.100 IN. SF( 338 $ 16,00 $ 5,408.00 179 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.125 IN. SFT 20 $ 1.00 $ 20.00 180 STRUCTURAL STEEL,BREAKAWAY LBS 1.560 $ 3.00 $ 4.680.00 181 DECORATIVE SURROUND,SUPPORTS.AND ASSEMBLY,INSTALLED EACH 7 $ 1.200,00 $ 8.400.00 182 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH 8 $ 1,525.00 $ 12.200.00 183 DECORATIVE SIGN ASSEMBLY.REMOVE AND RELOCATE EACH 4 $ 375.00 $ 1,500.00 184 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT EACH 2 $ 1,050.00 $ 2,100.00 185 WIRE,NO.4 COPPER,IN PLASTIC DUCT.IN PLASTIC CONDUIT,4 1/C LFT 3,031 $ 7.25 $ 21,974.75 186 CONDUIT,PVC,2 IN. LFT 3.483 $ 5.25 S 18,285.75 187 WIRE,NO.4 COPPER,IN PLASTIC DUCT.IN PLASTIC CONDUIT,IN STEEL LFT 452 $ 7.25 5 3,277.00 CONDUIT 41/C 188 CONDUIT.STEEL,GALVANIZED,2 IN. LFT 1,167 $ 11.00 $ 12,837.00 189 WIRE,NO.4 COPPER,IN PLASTIC DUCT,IN STEEL CONDUIT,4 1/C LFT 715 $ 7.25 $ 5.183.75 190 HANDHOLE,LIGHTING EACH 20 $ 925.00 $ 18,500.00 191 LIGHT STANDARD FOUNDATION,3 FT.DIA X 8 FT. EACH 54 $ 990.00 $ 53.460.00 192 JUNCTION BOX EACH 4 $ 500.00 $ 2,000.00 193 WIRE.NO.4 COPPER,IN PLASTIC DUCT,IN TRENCH,41/C LFT 8,105 $ 7.25 $ 58.761.25 194 UNDERPASS CIRCUIT INSTALLATION,1 LUMINAIRE EACH 4 $ 975.00 $ 3,900.00 155 SERVICE POINT,II EACH 4 $ 5,650.00 $ 22,600.00 196 TRANSITION FITTINGS,GALVANIZED STEEL CONDUIT TO PLASTIC CABLE EACH 2 $ 5.00 $ 10.00 197 CONNECTOR KIT,UNFUSED EACH 58 5 31.00 $ 1,798.00 198 CONNECTOR KIT,FUSED EACH 58 $ 31.00 $ 1,798.00 199 MULTIPLE COMPRESSION FITTING,NON-WATERPROOFED EACH 108 $ 12.00 $ 1296.00 200 MULTIPLE COMPRESSION FITTING,WATERPROOFED EACH 60 $ 15.00 S 900.00 201 INSULATION LINK,NONWATERPROOFED EACH 116 $ 11.00 $ 1,276.00 202 INSULATION LINK,WATERPROOFED EACH 96 $ 15.00 $ 1,440.00 203 CABLE DUCT MARKER EACH 24 S 105.00 $ 2,520.00 204 POLE CIRCUIT CABLE,1 C NO.10 STRANDED COPPER LFT 4,140 $ 0.50 5 2,070.00 205 CABLE INTERDUCT LET 1.885 $ 14.00 $ 26,390.00 206 HANDHOLE EACH 8 5 925.00 $ 7,400.00 207 DECORATIVE LIGHT POLE ASSEMBLY,REMOVE AND RESET EACH 1 $ 2,600.00 $ 2,600.09 208 LUMINAIRE.ROADWAY,METAL HALIDE.250 WATT,PORT HURON EACH 44 S 1,375.00 $ 60.500.00 209 LUMINAIRE,ROADWAY,METAL HALIDE.250 WATT,MONGOOSE EACH 18 $ 875.00 5 15,750.00 210 LUMINAIRE.UNDERPASS.WALL MOUNTED,METAL HALIDE,150 WAIT EACH 4 $ 850.00 $ 3.400.00 211 LIGHT FOUNDATION,BRIDGE MOUNT.WITH GROUNDING EACH 9 $ 270.00 $ 2,430.00 212 LIGHT POLE.30 FT.E.M.H.1.5 FT. MAST ARM,BREAKAWAY BASE EACH 18 $ 1,700.00 $ 30,600.00 213 LIGHT POLE,30 FT.E.M.H.8 FT.MAST ARM,TRANSFORMER BASE, EACH 35 $ 6,800.00 $ 238,000.00 _DECORATIVE POE IAST AR AND BASE 214 LIGHT POLE.15 FT.E.M.H.4 FT.MAST ARM,TRANSFORMER BASE, EACH 9 $ 5,600.00 $ 50,400.00 DECORATIVE POI E MAST ARM AND BASE 215 PAVEMENT MESSAGE MARKINGS,REMOVE EACH 22 $ 60.00 $ 1,320.00 216 LINE,EPDXY.BROKEN.WHITE,4 IN, LET 900 $ 0.67 $ 603.00 217 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK.WHITE.24 IN. LFT 910 $ 3.50 $ 3,185.00 218 LINE.EPDXY,SOLID,WHITE,4 IN. LFT 5.647 S. 0.67 5 3783.49 219 LINE,EPDXY.SOLID.YELLOW.4 IN. LFT 6,648 $ 0.67 $ 4,454.16 220 LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN. LFT 4,185 5 0.35 $ 1,464.75 221 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 13.467 $ 0.32 $ 4,309.44 222 LINE.THERMOPLASTIC,SOLID,WHITE,8IN. LFT 3,950 $ 0.65 $ 2,567.50 223 LINE,PAINT,BROKEN,WHITE,4 IN. LFT 1,993 S 0.15 $ 298.95 224 LINE,PAINT,SOLID,WHITE,4 IN. LFT 13,509 $ 0.15 $ 2,026.35 225 LINE,PAINT,SOLID.YELLOW,4 IN. LFT 10,578 $ 0.15 $ 1,586.70 226 LINE,REMOVE LFT 26.701 $ 0.40 $ 10,680.40 227 LINE.EPDXY,SOLID,WHITE,6 IN. LFT 629 $ 0.90 $ 566.10 228 PAVEMENT MESSAGE MARKINGS,EPDXY.FISHHOOK INDICATION ARROW EACH 24 $ 436.00 $ 10,464.00 229 LINE,THERMOPLASTIC,SOLID,WHITE.6 IN. LFT 1,747 $ 1.00 $ 1,747.00 230 LINE,THERMOPLASTIC.BROKEN.YELLOW,4 IN. LIT 87 $ 032 $ 27.84 231 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. LFT 15,855 5 0.32 5 5,073.60 232 TRANSVERSE CROSSHATCH M24 ARKINGS,IN THERMOPLASTIC, SOLID,WHITE, LFT 499 5 2.50 5 1.247 50 233 TRANSVERSE MARKINGS,THERMOPLASTIC,SOLID,YELLOW, LFT 95 $ 1.25 $ 118.75 CROSSHATCH 12 IN 234 TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 IN. LET 106 $ 1000 5 1,060.00 235 TRANSVERSE MARKINGS,THERMOPLASTIC,'SHARKS TEETH' in 255 $ 3.00 $ 76500 236 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC.LANE INDICATION EACH 19 $ 50,00 $ 95000 237 PAVEMENT MESSAGE MARKINGS,THERMOPLAS'T'IC.SYMBOL(BIKE) EACH 3 S 100.00 $ 300.00 238 PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC,WORD(ONLY) EACH 2 $ 100.00 $ 200.00 239 PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC.FISHHOOK EACH 16 $ IOD.OD $ 1.600.00 INDICATION ARROW 240 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 515 $ 1.00 S 515.00 241 LINE,THERMOPLASTIC,SOLID,YELLOW,8 IN. LFT 480 $ 1,00 5 480.00 242 LINE,THERMOPLASTIC,BROKEN.WHITE,6 IN.,3FT STRIPE-3FT GAP LFT 405 $ 1.810 $ 405.00 243 LINE,THERMOPLASTIC,BROKEN,WHITE, 121N.,3FT STRIPE-3FT GAP LFT 272 $ 2.00 $ 544.00 244 LINE,PAINT,DOTTED,WHITE,4 IN. LIT 57 $ 0.30 $ 17.10 245 RETAINING WALL MOCK UP LS 1 $ 18,87500 $ 19,675 00 246 BRIDGE RAIL MOCK UP LS I 5 8.750.00 $ 8,75000 247 FLAT-WORK MOCK UP LS 1 $ 8,860.15 $ 8,860.16 248 FORMLINER.WALL PANELS SET 92,704 5 012 $ 11,124 48 249 FORMLINER,MODIFIED 33 IN.BRIDGE RAIL,TYPE I&II,REAR FACE LFT 4,339 $ 10.50 $ 45,55950 250 FORMLINER,REINFORCED CONCRETE BARRIER WALL,REAR FACE LET 1.693 $ 16.50 5 27.934.50 STRUCTURE NO. 1-116TH STREET-BRIDGE ITEMS 251 CONS'T'RUCTION ENGINEERING LS 1 $ 6,335.00 8 6,335.00 252 MOBILIZATION AND DEMOBILIZATION LS 1 $ 91,760.00 $ 91,760.00 253 EXCAVATION,DRY CYS 148 $ 51,00 $ 7,548.00 254 B BORROW CYS 49 $ 43.00 $ 2,107.00 255 AGGREGATE FOR END BENT BACKFILL CYS 281 $ 42.00 $ 11,002.00 256 DENSE GRADED SUBBASE CYS 63 5 56,00 $ 3,528.00 V 257 CONCRETE IMPRINTING SET 13,646 $ 4.50 $ 61,407.00 258 ORNAMENTAL HANDRAIL LFT 198 $ 118 77 $ 23,51646 259 CURB.INTEGRAL,CONCRETE LFT 201 $ 32.00 5 6.032.09 260 REINFORCED CONCRETE BRIDGE APPROACH SLAB,12 IN- SYS 392 $ 12400 S 48!608.00 261 GEOTEXTILES SYS 599 $ 4-30 $ 2,575.70 252 DYNAMIC PILE LOAD TEST EACH 2 $ 6,000.00 $ 12,000,00 263 TEST PILE,RESTRIKE EACH 2 $ 3,000.00 $ 6.000.00 264 TEST PILE EACH 2 5 1,000.00 $ 2,000000 265 PILE TIP,STEEL H EACH 108 $ 115.00 $ 12.420,00 266 PILE.STEEL H,HP 12 X 74 Ayr 9,140 $ 50.00 $ 457,000.00 267 CONCRETE,A.SUBSTRUCTURE CYS 392 $ 430.00 5 155,660.00 268 CONCRETE.B.FOOTINGS CYS 146 $ 222.06 $ 32,656.00 269 REINFORCING BARS LBS 103,673 $ 0.75 $ 77,904.75 270 REINFORCING BARS,EPDXY COATED LBS 283,720 $ D_85 $ 241,162.00 271 CONCRETE,C. SUPERSTRUCTURE CYS 1.557 $ 350.00 $ 544,950.00 272 CONCRETE.C.RAILING CYS 41 $ 900.00 $ 36,900.00 273 STRUCTURAL MEMBERS.CONCRETE 1-BEAM,I1,36 IN X 12 IN LFT 2.532 $ 84.00 $ 212,680.06 274 SURFACE SEAL SET 22.070 $ 0.50 b 11,035.00 275 ANCHOR PLATES.APi EACH 100 $ 56.60 $ 5600.00 276 MASONRY COATING SFT 7.080 $ 125 $ 8,660.00 277 CONDUIT,PVC,2IN. LET 208 S. 9,50 $ 1.976.00 278 CONCRETE STAINING SE- 220 $ 8.10 $ 1782.00 279 STREET NAME SIGN,BRIDGE MOUNTED, DECORATIVE EACH 2 $ 697.00 5 1,394.00 280 FORMLINER.SPECIALTY,CITY SEAL EACH 2 $ 330.00 $ 660.00 281 FORMLINER,BRDIGE RAIL.FRONT FACE LFT 200 $ 22.00 $ 4,400.00 282 FORMLINER.BRDIGE RAIL. REAR FACE LEY 200 $ 22.00 $ 4,400.00 STRUCTURE NO.2-CARREL DRIVE-BRIDGE ITEMS 283 CONSTRUCTION ENGINEERING LS 1 $ 6,336.03 $ 6336.03 264 MOBILIZATION AND DEMOBILIZATION LS 1 $ 91,760.00 $ 91,760.00 285 EXCAVATION.DRY CYS 112 $ 51.00 $ 5,71290 285 B BORROW CYS 38 $ 39-00 $ 1.482.00 287 AGGREGATE FOR END BENT BACKFILL CYS 221 $ 46.00 S 10:166.60 288 DENSE GRADED SUBBASE CYS 59 $ 50.00 $ 3,422.00 289 CONCRETE IMPRINTING SFT 9,483 $ 4.50 $ 42,673,50 290 ORNAMENTAL HANDRAIL LFT 201 $ 118.77 $ 23'872.77 291 CURB,INTEGRAL,CONCRETE LFT 191 $ 38.00 $ 7,258.00 282 REINFORCED CONCRETE BRIDGE APPROACH SLAB.12 IN. SYS 369 $ 133.00 5 0.9,077.00 293 GEOTEXTILES SYS 484 $ 4.33 S 2,095.72 294 DYNAMIC PILE LOAD TEST EACH 2 $ 6.000.00 $ 12,000,00 295 TEST PILE.RESTRIKE EACH 2 $ 3,000.00 $ 6000.00 296 TEST PILE EACH 2 $ 1,000.00 $ 2,000 09 297 PILE TIP.STEEL H EACH 85 $ 11500 $ 9,890.00 208 PILE,STEEL H, HP 12 X 74 LET 7,300 $ 50-09 5 365.000.00 298 CONCRETE,A,SUBSTRUCTURE CYS 291 $ 460.00 S 133,860.00 300 CONCRETE,B, FOOTINGS CYS 119 $ 220.00 $ 26,106.00 301 REINFORCING BARS LBS 74,052 $ 0,75 $ 55,539.00 302 REINFORCING BARS.EPDXY COATED LBS 247.640 $ 0,85 S 210,494.00 303 CONCRETE,C,SUPERSTRUCTURE CYS 1,161 $ 366.00 5 424,926_00 304 CONCRETE,C, RAILING CYS 39 $ 1,000.00 $ 39,000.00 305 STRUCTURAL MEMBERS,CONCRETE I-BEAM.II.36 IN X 12 IN LET 2,054 5 79.00 $ 162,266.00 306 SURFACE SEAL SFr 20,040 $ O.SO S 10,020.00 307 ANCHOR PLATES,AP1 _EACH 80 $ 56.00 $ 4,480.00 308 MASONRY COATING SF- 7,030 $ 1.25 $ 6,797.50 309 CONDUIT.PVC,2 IN. _ LET _ 211 $ 9-00 $ 1,899.00 310 CONCRETE STAINING SF- 224 $ 0.10 $ 1.814.40 311 STREET NAME SIGN.BRIDGE MOUNTED.DECORATIVE EACH 2 $ 697.00 $ 1,394.00 312 FORMLINER,SPECIALTY.CITY SEAL EACH 2 $ 330.00 $ 660,00 313 FORMLINER,BRDIGE RAIL.FRONT FACE LFT 203 $ 22.00 $ 4,466.00 314 FORMLINER,BRDIGE RAIL,REAR FACE LET 203 $ 22.00 $ 4,466.00 315 WIDE FLANGE SIGN POST SUPPORT FOUNDATION.VII _EACH 8 $ 241.00 5 1,928.00 316 LINE,PAINT,DOTTED,YELLOW.4 IN. LIT 25 $ 0.30 5 7.50 323 CURB AND GUTTER,TYPE II LIT 3,846 $ 12.37 $ 47.575.02 324 CURS AND GUTTER,TYPE IN LFT 1,498 $ 17.66 $ 26,454.58 325 CURB,CONCRETE,STRAIGHT LFT 854 $ 17.34 S 14,808.35 326 RETROFITTED TIE BARS EACH 751 5 13.80 $ 10,363 80 327 PRICE ADJUSTMENT FOR ORNAMENTAL RAILING MATERIAL LIT 1,128 5 (2764) 3 (31,177.92) 323 CONCRETE,A,UNDISTRIBUTED, FOR ABANDONED UTILITY CYO 20 5 1,569,29 5 31,385.80 BASE BID TOTAL: $ 25,351,380,00 SUBMITTED BY: Rieth -Riley Construction Co., Inc. ,_____.._...)..._ SIGNATU- Sas ,,,( TITLE Paul J. Tate, Regional VP- Central IN ADDRESS: 1751 W. Minnesota St., Indianapolis, IN 46221 PART 3 CONTRACT ITEMS AND UNIT PRICES City of Cannel Project No.07-08C Alternate Bid#1 Keystone Parkway and 116th Street/Carmel Drive Interchanges ITEM UNIT OUANTITV UNIT TOTAL DESCRIPTION NO. PRICE 151 FACE PANELS,CONCRETE SFT -92.704 No Bid No Bid 317 CUT WALL.A,PRICE ADJUSTMENT FOR CAST IN PLACE RETAINING WALL LS 1 No Bid No Bid WITH WOOD LAGGING 318 CUT WALL,B,PRICE ADJUSTMENT FOR CAST IN PLACE RETAINING WALL LS 1 No Bid No Bid WITH WOOD LAGGING 319 CUT WALL,C.PRICE ADJUSTMENT FOR CAST IN PLACE RETAINING WALL LS 1 No Bid No Bid WITH WOOD LAGGING 320 CUT WALL,D,PRICE ADJUSTMENT FOR CAST IN PLACE RETAINING WALL LS 1 No Bid No Bid WITH WOOD LAGGING 321 CUT WALL.H.PRICE ADJUSTMENT FOR CAST IN PLACE RETAINING WALL LS 1 No Bid No Bid WITH WOOD LAGGING 322 CUT WALL,I,PRICE ADJUSTMENT FOR CAST IN PLACE RETAINING WALL LS 1 No Bid No Bid WITH WOOD LAGGING ALTERNATE BID #1 TOTAL: No Bid SUBMITTED BY: Rieth - Riley Construction Co., Inc. ai�� SIGNA . R =�./ii TITLE: Paul J.Tate, Regional VP-Central IN ADDRESS: 1751 W. Minnesota St., Indianapolis, IN 46221 PART 3 CONTRACT ITEMS AND UNIT PRICES City of Carmel Project No.07-08C Alternate Bid#2 Keystone Parkway and 116th Street/Carmel Drive interchanges ITEM UNIT QUANTITY UNIT TOTAL DESCRIPTION NO. PRICE 1A EXCAVATION,COMMON CYS 547 $ 20.00 $ 10,940.00 2A TEMPORARY EROSION AND SEDIMENT CONTROL,CURB INLET EACH 3 $ 125.00 $ 375.00 PROTECTION 3A TEMPORARY DITCH INLET PROTECTION EACH 1 $ 84.99 $ 84.99 4A STRUCTURE BACKFILL,TYPE 1 CYS 37 $ 20.00 $ 740.00 5A SUBBASE FOR PCCP CYS 37 $ 80.00 $ 2,960.00 6A HMA SURFACE TYPE C TONS 101 $ 78.34 $ 7.912.34 7A HMA INTERMEDIATE TYPE C TONS 82 $ 48.44 $ 3,972.08 8A HMA INTERMEDIATE.OG.TYPE C TONS 75 $ 62.65 $ 4,698.75 9A HMA BASE,TYPE C TONS 214 $ 47.08 $ 10.075.12 10A PCCP,12" SYS 147 $ 46-00 $ 6,762.00 11A CURB.INTEGRAL.B,CONCRETE LET 120 $ 13.89 $ 1,666.80 12A MULCHED SEEDING,T,CONVENTIONAL MIX SYS 160 $ 0.32 $ 51.20 13A FERTILIZER TON 1 $ 1,375.00 $ 1,375.00 14A SEED MIXTURE.U LBS 9 $ 2.56 $ 23.04 15A MULCHING MATERIAL TON 1 $ 340.00 $ 340.00 16A WATER kGAL 1 $ 1.00 $ 1.00 17A TOP SOIL CYS 8 $ 20.00 $ 160.00 18A SODDING.NURSERY SYS 211 5 3.43 $ 723.73 19A PIPE.CIRCULAR,15 IN. LFT 189 $ 40.00 $ 7,560.00 20A VIDEO INSPECTION FOR PIPE LFT 189 $ 1.00 $ 189.00 21A INLET,M10 - EACH 1 $ 1,750.00 $ 1.750.00 22A CATCH BASIN.MO EACH 1 $ 1,700.00 $ 1,700.00 23A CONSTRUCTION SIGN,A EACH 2 $ 250.00 5 500.00 24A BARRICADE,III-A LFT 48 $ 20.00 $ 960.00 25A SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LET 112 $ 17.00 $ 1.904.00 26A SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN. SET 49 $ 27.00 $ 1,323.00 27A SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN. SET 3 $ 27.00 $ 81.00 28A DECORATIVE STREET SIGN ASSEMBLY,DIRECTINAL,INSTALLED EACH 1 $ 1.837.00 $ 1,837.00 29A LINE.EPDXY,SOLID.YELLOW,4 IN. LFT 21 $ 0.70 $ 14.70 30A LINE,EPDXY,SOLID,WHITE.4 IN LFT 261 $ 0.70 $ 182.70 31A LINE.THERMOPLASTIC,SOLID,WHITE.4 IN. LET 157 $ 0.55 $ 86.35 32A LINE,THERMOPLASTIC.SOLID,YELLOW,4 IN. LFT 366 $ 0.55 $ 201.30 33A TRANSVERSE MARKINGS,THERMOPLASTIC,SOLID YELLOW, LIT 33 $ 7,50 $ 247.50 (:R(KSHATCH 17IN 34A TRANSVERSE MARKINGS,THERMOPLASTIC.STOP LINE,24 IN. LFT 22 $ 10.00 $ 220.00 35A PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC.LANE INDICATION EACH 3 $ 150.00 $ 450.00 36A PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD(ONLY) EACH 2 $ 217.00 $ 434.00 37A LINE,THERMOPLASTIC,SOLID,YELLOW,8IN. LFT 219 $ 2.00 $ 438.00 38A LINE,EPDXY,SOLID,WHITE,8IN. LFT 85 $ 1.10 $ 93.50 39A LINE,THERMOPLASTIC.BROKEN,WHITE,4 IN,(3'LINE,3'GAP) LFT 16 $ 10.00 $ 160.00 40A PAVEMENT MESSAGE MARKINGS,EPDXY,WORD(ONLY} EACH 1 $ 375.00 $ 375.00 41A PAVEMENT MESSAGE MARKINGS,EPDXY LANE INDICATION EACH 1 $ 375.00 $ 375.00 42A CURB.CONCRETE,STRAIGHT LFT 673 $ 1734 $ 11,669.82 43A HMA WEDGE AND LEVEL.TYPE C TONS 26 $ 420.00 $ 10,920.00 44A PIPE END SECTION, 15 IN EACH 1 $ 700.00 $ 700.00 45A RETROFITTED TIE BARS EACH 35 $ 13.80 $ 483.00 464 SUBGRADE TREATMENT TYPE I SYS 742 $ 17.59 $ 13,051.78 47A MILLING ASPHALT,1 112 IN. SYS 811 $ 2.30 S 1,365.30 48A ASPHALT FOR TACK COAT TON 1 $ 600.00 $ 60000 49A CAP INLET EACH 2 $ 325.00 $ 65000 50A SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 4 $ 10900 $ 400.00 ALTERNATE BlD #2 TOTAL: $114,283.00 SUBMITTED BY: Rieth -Riley Construction Co., Inc. 7S/lL / SIGMA URE - ippr TITLE: Paul J. Tate, Regional VP -Central IN ADDRESS: 1751 W. Minnesota St., Indianapolis, IN 46221 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 1 2/19/09 2 2/23/09 3 2/25/09 4 3/04/09 5 3/05/09 • BID-5 PART 5 EXCEPTIONS Instructions To Bidders: 5.1 The Bidder shall fully stole 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 PART 3 CONTRACT ITEMS AND UNIT PRICES City of Carmel Project No.07-06C Alternate Bid#1 Keystone Parkway and 116th Street/Carmel Drive Interchanges ITEM NO. DESCRIPTION UNIT QUANTITY RICE TOTAL 151 FACE PANELS,CONCRETE SET -92,709 No Bid No Bid 317 CUT WALL A,PRICE ADJUSTMENT FOR CAST IN PLACE RETAINING WALL WITH 1 No Bid No Bid WOOD LAGGING 318 CUT WALL B,PRICE ADJUSTMENT FOR CAST IN PLACE RETAINING WALL WITH t No Bid No Bid WOOD LAGGING 319 CUT WALL C,PRICE ADJUSTMENT FOR CAST IN PLACE RETAINING WALL WITH LS 1 NO Bid NO Bid WOOD LAGGING 320 CUT WALL D,PRICE ADJUSTMENT FOR CAST IN PLACE RETAINING WALL WITH 1 No Bid No Bid WOOD LAGGING 321 CUT WALL H, PRICE ADJUSTMENT FOR CAST IN PLACE RETAINING WALL WITH LS 1 No Bid No Bid WOOD LAGGING 322 CUT WALL I,PRICE ADJUSTMENT FOR CAST IN PLACE RETAINING WALL WITH 1 No Bid No Bid WOOD LAGGING ALTERNATE BID #1 TOTAL: No Bid SUBMITTED BY: Milestone Contractors, L.P. By Contractors United, Inc. General Partner SIGNATURE Zgeos Brad McCall / TITLE: Manager of Estimating ADDRESS: 5950 South Belmont Avenue Indianapolis, IN 46217 PART 3 CONTRACT ITEMS AND UNIT PRICES City of Carmel Project No.07-080 Alternate Bid#2 Keystone Parkway and 116th Street/Carmel Drive Interchanges ITEM NO. DESCRIPTION UNIT QUANTITY PRISE TOTAL IA EXCAVATION,COMMON CYS 547 52.00 $28,444.00 2A TEMPORARY EROSION AND SEDIMENT CONTROL,CURD INLET PROTECTION EACH 3 201,00 5603.00 3A TEMPORARY DITCH INLET PROTECTION EACH 1 74.25 574.25 4A STRUCTURE BACKFILL,TYPE 1 CYS 37 26.00 1952.00 5h SUBBASE FOR PCCP CYS 37 61.00 $2,257.00 6A HMA SURFACE TYPE C IONS 101 131.00 513,23100 7A HMA INTERMEDIATE TYPE C TONS 82 113.00 $9.266.00 8A HMA INTERMEDIATE,0G,TYPE C IONS 75 122.00 $9,150.00 9A HMA BASE,TYPE C TONS 214 109.00 123,326.00 10A PCCP,17 SYS 147 152.00 $22,344.00 11A CURB,INTEGRAL,B,CONCRETE LFT 120 32.00 13,840.00 12A MULCHED SEEDING,T,CONVENT IONAL MIX SYS 160 0.23 $36.00 13A FERTILIZER TOW 1 1,087.00 51,087.00 14A SEED MIXTURE,U LBS 9 3.04 $27.36 15A MULCHING MATERIAL TON 1 353.00 5353.00 16A WATER kGAL 1 1.00 $1.00 17A TOP SOIL CYS 8 33.00 $264.00 18A SODDING,NURSERY SYS 211 2.40 $506.40 19A PIPE,CIRCULAR,15 IN, LFT 189 59.00 $11,151.00 20A VIDEO INSPECTION FOR PIPE LFT 189 1.50 $283.50 21A INLET,M10 EACH 1 2,270.00 $2,270.00 22A CATCH BASIN,KID EACH 1 3400.00 $3,400.00 23A CONSTRUCTION SIGN,A EACH 2 25000 5500.00 24A BARRICADE,III-A LFT 48 20.00 $960.00 25A SIGN POST,SOUARE,1,REINFORCED ANCHOR BASE LET 112 13.00 $1,456.00 26A SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN SFT 49 15.00 5735.00 27A SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.1031N. SET 3 16.00 $48.00 28A DECORATIVE STREET SIGN ASSEMBLY,DIRECTINAL,INSTALLED EACH 1 1,525.00 $1.525.00 29.4 LINE,EPDXY,SOLID.YELLOW,4 IN. LFT 21 0.70 $14.70 30A LINE,EPDXY,SOLID,WHITE,4 IN LFT 261 070 $182.70 31A LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LET 157 0.35 $54.95 32A LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN, LFT 366 0.35 $128.10 33A TRANSVERSE MARKINGS,THERMOPLASTIC,SOLID YELLOW, CROSSHATCH,12111 LET 33 2.00 $66.00 34A TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 IN. LF1 22 4.00 $88.0 354 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE INDICATION EACH 3 80.00 $240.00 I 360 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD(ONLY) EACH 2 05.00 1fl0.00 PA LINE,THERMOPLASTIC,SOLID,YELLOW,B IN. LEI 219 1.0P $219.00 36A LINE,EPDXY,SOLID,WHITE,BIN. LET BS 1.10 5103.50 39A LINE,THERMOPLASTIC,BROKEN,WHITE,4 TB.(3'LINE,3.GAP) LET 16 0.35 $5.60 40A PAVEMENT MESSAGE MARKINGS,EPDXY,WORD(ONLY) EACH 1 37000 $37100 41A PAVEMENT MESSAGE MARKINGS,EPDXY LANE INDICATION EACH 1 350.00 $350.00 424 CURB,CONCRETE,STRAIGHT LFT 573 34.00 $22,862.00 43A HMA WEDGE AND LEVEL,TYPE C TONS 26 119.00 $3,094.00 44A PIPE END SECTION,15 IN EACH 1 620.00 $520.06 45A RETROFITTED TIE BARS EACH 35 32.00 $1120.00 46A SLIOGRADE TREATMENT TYPE I SYS 742 24.00 117,80000 47A MILLING ASPHALT,11(2 IN. SYS 011 5.00 $4,05500 484 ASPHALT FOR TACK COAT TON 1 540.03 $540.00 49A CAP INLET EACH 2 390.00 $780.00 SOA SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 4 125 00 $500.00 ALTERNATE BID #2 TOTAL: $191,482.86 Milestone Contractors, L.P. By SUBMITTED BY, Contractors United, Inc.-General Partner SIGNATURE: _/'1 4'°�'1GJ/c.r tC Jf/ Brad McCall TITLE: Manager of Estimating 5950 South Belmont Avenue ADDRESS: Indianapolis, IN 46217 113 PIPE,CIRCULAR,12 IN. LET 800 60.00 $48,000.00 114 PIPE,CIRCULAR, 15 IN. LIT 3,306 65.00 $214,890.00 115 PIPE,CIRCULAR, 18 IN. LFT :473 68.00 $168,164.00 116 PIPE,CIRCULAR,24 IN. LFT 1,035 87.00 $90,045.00 117 PIPE,CIRCULAR,30 IN, LET 741 97.00 $71,877.00 118 PIPE,CIRCULAR,42 IN. LFT 2,352 130.00 $305,760.00 119 STORMWATER TREATMENT SYSTEM,TYPE 11 EACH 1 62,500.00 $62,500.00 120 VIDEO INSPECTION FOR PIPE LFT 11,869 1.25 $14,836.25 121 OUTLET PROTECTOR,1 EACH 6 650.00 $3,900.00 122 OUTLET PROTECTOR,2 EACH 1 575.00 $575.00 123 VIDEO INSPECTION FOR UNDERDRAINS LET 3,000 1.50 $4,500.00 124 AGGREGATE FOR UNDERDRAINS CYS 1,235 34.10 $42,113.50 125 GEOTEXTILES FOR UNDERDRAIN SYS 17,810 1.50 $26,715.00 126 A2000 6IN.PVC,PERFORATED LFT 8,034 6.25 $50,212.50 127 MANHOLE,J10 EACH 3 5,200.00 $15,600.00 128 CATCH BASIN,HA5 EACH 14 3,600.00 $50,400.00 129 INLET,HA5 EACH 8 2,950.00 $23,600.00 130 CASTING,ADJUST TO GRADE EACH B 350.00 $2,800.00 131 CASTING,4,FURNISH EACH 1 750.00 $750.00 132 CAP INLET EACH 1 750.00 $750.00 133 INLET,E7 EACH 1 2,250.00 $4,500.00 134 INLET,IIO EACH 3 2,500.00 $7,500.00 135 INLET,M10 EACH 7 2,500.00 $17,500.00 136 INLET,R13 EACH 1 2,900.00 $2,900.00 137 CATCH BASIN,KI0 EACH 6 3,900.00 $23,400.00 138 MANHOLE,C4 EACH 23 3,600.00 $82,800.00 139 STRUCTURE,MANHOLE,RECONSTRUCT LFT 7 600.00 $4,200.00 140 MANHOLE,L4 EACH 1 9,350.00 $9,350.00 141 MANHOLE,010 EACH 3 3,650.00 $10,950.00 142 MANHOLE,K4 EACH 6 7,100.00 $42,600.00 143 BYPASS MANHOLE,K4 EACH 1 6,000.00 $6,000.00 144 MANHOLE,J4 EACH 13 6,200.00 $80,600.00 145 MANHOLE,C7 EACH 2 2,900.00 $5,800.00 146 MANHOLE,L7 EACH 1 10,200.00 $10,200.00 147 INLET,C15 EACH 4 3,400.00 $13,600.00 148 CATCH BASIN,C15 EACH 6 4,300.00 $25,800.00 149 MASONRY COATING SFr 66,955 1.30 $87,041.50 150 CONCRE IL STAINING SFT 24,521 3.85 $94,405.85 151 FACE PANELS,CONCRETE SFT 92,704 30.00 $2,781,120.00 Fern Prescribed by State Board of Accounts 900549-54141 77 General Form No.99 I'(Rev. 1987) CITY ORcARMEL-TOPICS LEGALS To: INDIANA NEWSPAPERS a�' f r r 307 N PENNSYLVANIA ST - PO 130X 145 COUNTY, INDIANA INDIANAPOLIS. IN 46206-0145 PUBLISHER'S CLAIM LINE COUNT Display Matter-(Must not 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 set). Number of equivalent lines Head-Number of lines $ Body-Number of lines $ . S_ . Tail-Number of lines $ Total number of lines in notice COMPUTATION OF CHARGES 115.0 lines 2.0 columns wide equals 230.0 equivalent $ 113.16 lines at A92 cents per line Charges for extra proofs of publication($I.UU for each proof in excess of two) $ .00 $ .00 TOTAL AMOUNT OF CLAIM $ • DATA FOR COMPUTING COST $ • Width of single column 7.83 ems Size of type 5_7 point S_ $ Number of insertions 1.0 $ 113.16 Pursuant to the provisions and penalties of Chapter 155, Acts of 1953, • I hereby 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: 02/19/2009 . '`U /\ Clerk 4 'title 900549-5414177 PUBLISHER'S AFFIDAVIT 1 :PUBLIC NOTICES PUBLIC NOTICES;i State of Indiana SS: NOTICE TOmmoOas - Hamilton County City of Cannel.Indiana • Notice is hhereby,given that the Board of Public Works .liana will li eisvee tamed bids Ia titine keystone Park-' Personally appeared before Ire.a notary public in and for Said county and state, Ttty#anth at t h t o/fiCar mf ce oe t hdd e nkt In recsaunre One me Square.Cannel.Indiana(Ciy Had)110 AM loann Time on or before etherend,2009,and commencing as the undersigned Kerry Dodson who, being duly sworn,says that SHE is clerk soon as Vbe publicly thereafter on the same date such bids will be publicly opened and read aloud In the Coun- cil Chambers of City Hall.No late bids will be accepted. All bi ds and the proposal be providdevd with completely of the Noblesville Ledger a newspaper of general circulation and executed on the prop Corms chide provided with the plans• and specifications,which will Include the nonaolluslon affidavit as required py the State of Indiana.Tae bid en- en-' vetope sealed and have lheames•WD-Nee, printed and published in the English language in the city ofNOBLESVILLH in state stone PA aY and el 116th Reject Carmel Drive Inter. chanbe.City of Cannel Protect an amou A bid bond or eertfn¢d check in an amount not tess than tenpe�m(10%)of the amount bid must be submitted I and county aforesaid,and that the printed natter attached hereto is a trite copy, maneach bid A one hundred percent(100%)perfor- mance and payment bond will also be required of the successful bidder.It is Untended bond Nat actual construc- tion of an wort(divisions shat be started as soon as which was dilly published in said paper for 2 time(s), between the dates of: pradkable,and each bidder stall be prepared to enter promptly Into a construction contract.furnish evor- thards' d begs iMwlMda delay in the event the waIImaadettohm 02/12/2009 and 02/19/2009 A p bid conference for discussions of the Pm act,the I tie aT( mls_dod other..important matt will, Ad ki m S Clerk pr fh ( Title d ..—__K.5/— (195r-0k5 65 .—•--- -1N \ r I! 0662966:aip•fayy 00tsysz(Lfr)aawlsae. Subscribed and sworn tan before me on 02/19/.119 ya 615s.gd(6R) #00''k9Z(tar)auoupala _ ///�//�� •j/�� a end Puelasal3 wpg� •-a0Z9y• •NI 'sll00eu¢yu 1 1I t IV c 'x47¢4 Jd 'IS etuemAeutu�idZN Sr . I` I / I' b N!�d 40 Aawony 'Od'N011MIOduo: - - f 5e-r5 1.6t radiag*3 u¢pB 1¢03131A34 �t-S.I� P hhc asodin.!241101 pass tlieuo (6P6kPR t tie tom paulelga uonew (tP ctli LOUISE M.POWELL I 10'05 a'PUtnls a w""B10data4: NOTARY PUBLIC 10Al!Atha ' dataa oa p a all tal9eg1 Alascoals Fonn 6' a! u0ne;,lurnu wro,¢wag 6ayBZBe;Aal(sue edgsei My annmissiun expires: SEAL 441°3 ea tw¢N wwao4S!suave STAT@YWINDIANA °Pap'lime 'uosiweplanni Auno' ' se-i5t6r '=l!al1nea9 AuSad yy311( MY COMMISSION EXPIRES February 28,2016 •sale! arrag•0 sq.,,ad •(SJielp l Mpee'Ag Z nom 8 amgralun '0'd NSY9313da0: Ia seq;,wield at= Ty03T 31A0( ' 4i lewA Urulte PPIJA4104 sx OPa05I ej na{0�wfipn�¢os ivaWOpnk sows P dl III.• !O aalioryry pallyy'LLp O mei if pup'(llts5!o tOf • P SO)of b Wg (OD Al+4y ainS Ouie. 1°wed e4) f60pZiyNeV o a N PJtt a ti e sAe Asp WO 441 O h lo.6FR. Wlariz e n y0o3a.v CITY OF CARME . ADDENDUM NO. Keystone Parkway & 1 i 61' Street Project No. 07-08C-1 October 3, 2008 To All Plan Buyers of Record: Item I: This is to advise all bidders that PART 3 —CONTRACT ITEMS AND UNIT PRICES has been revised to include additional and revised bid items and is included with this ADDENDUM NO. I The following summarizes the changes to the Itemized Bid The quantity for Bid Item#6 Excavation, Common has been revised The item description for Bid Item #8 has been changed to be Temporary filter Tube. I8" The quantity for Bid Item #9 Temporary Ditch Inlet Protection has been revised The quantity for Bid Item 410 Temporary Sediment Trap has been revised The quantity for Bid Item #12 Suhgrade Treatment, Type 1 has been revised The quantity for Bid Item #16 Subbase for PCCP has been revised The quantity for Bid Item#I8 PCCP, 12 IN. has been revised The quantity for Bid Item #19 D-I Contraction Joint has been revised The quantity for Bid Item#23 Guardrail, W-Beam, 6 FT 3IN Spacing has been revised The quantity fur Bid Item#30 Fertilizer has been revised The item description for Bid Item #56 has been changed to be Stormwater Treatment System. Type II The item description for Bid hem 457 has been changed to he Stormwater Treatment. System, Type III The item description for Bid Item #58 has been changed to he Wingwall. Modified The quantity for Bid Item #67 Pavement Message Marking, Remove has been revised Bid Item #73 Erosion Control Blanket has been added Item 2: This notice is to advise all bidders that SP-I3 Temporary Erosion Control Measures has been revised. Please substitute the attached SP-13 with the one in your copy of the contract book. Item 3: This notice is to advise all plan holders that the Line "COL-E'' Plan and Profile plan sheet has been revised. Please substitute the attached sheet# 14 with the plan sheet in your copy of the plan set. Item 4: This notice is to advise all plan holders that the line "COL-W' Plan and Profile plan sheet has been revised. Please substitute the attached sheet # 16 with the plan sheet in your copy of the plan set. Item 5: This notice is to advise all plan holders that the Construction Detail plan sheet has been revised. Please substitute the attached sheet# 19 with the plan sheet in your copy of the plan set. Item 6: This notice is to advise all plan holders that the Erosion Control Detail plan sheet has been revised. Please substitute the attached sheet# 22 with the plan sheet in your copy of the plan set. Item 7: This notice is to advise all plan holders that the Miscellaneous Tables plan sheet has been revised. Please substitute the attached sheet # 26 with the plan sheet in your copy of the plan set. Item 8: This notice is to advise all plan holders that the Cross Section plan sheets have been revised. Please substitute the attached sheet /Is 38 & 39 with the plan sheets in your copy of the plan set. Item 9: This notice is to advise all plan holders that a Geotechnical Report for 116th Street is now available and is attached to this addendum. Hard Copies will be mailed to all plan holders on record. Item 10: This notice is to advise all plan holders that a Bid Proposal Summary Page has been included with the contract documents. This form should be tilled out and placed as the cover page to the Bid Documents. If you would like to receive hard copies of the revised sheets or an electronic copy of the revised bid tab please send an email request to sbalog@structurepoint.com Should you desire to submit a hid, please do so on the basis of the information set out above. .I. Samuel Balog, PE American Structurepoint. Inc. 317-547-5580 Fax: 317-543-0270 PLEASE ACKNOWLEDGE THIS CONTRACT REVISION IN THE CONTRACT DOCUMENTS BEFORE SUBMITTING YOUR 1311) 1990£00tN1 ti I-S.I. 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Check dams .shall he installed as soon as possible in areas of construction. Once ditches are to grade. permmnenl erosion control measures shall he p/aced as Soon as passible and no later than .i workdays utter ditch grading is completed. During construction, if ditch flow patterns change. crosian control measures may need to he moved or adjusted so that no areas are kit unprotected. Sediment shall be removed from check dam.e and other erosion connrr! nu:nsrue.c periodically .so that those measures function as intended. Pipe end sections and anchors shall be pierced when the structure is installed. if the pipe end sections or anchors cannot be placed at the same tine, temporary riprap splashpads .shall be placed at the outlets of the pipes until the pipe end sections or anchors can be placed. All existing inlets and/or pipes shall be protected.from sediment during construction using iNDOT approved methods prior to capping, replacing, or removing. SECTION 205, AFTER LINE IOS, INSERT AS FOLLO\VS: (o) Stable Construction Entruue "l'he Contractor shall provide a stable construction entrmnec at the points where construction truffle will enter onto an existing road. /'his entrance will serve the'impose to prevent soil,f rout leaving the construction area and keep the existing roadway flee ql sediment. This entrance shall include a geotextile fabric underlines% he a minimum o%/2 f1 wide. 50 /i long, and constructed of 12 in. ul'No. 2 stone. The radii .shall he huge enough to accommodate the vehicles utilizing the entrance. Additional stone only he required. as directed. to maintain the usefulness oldie stable construction entrnce. IVhere there in insufficient room for a stable construction entrance. other measures shall he taken to prevent the tacking of sediment ono the pavement. the Contractor shall maintain entrances including. but not limited to, reshaping as needed fir proper drainage and tap dressing with clean stone as needed. The contractor is also responsible for the clean up of any debris that nut he tracked unto the existing rocrchi'crnfrom the construction site. (p) Concrete Washout The Contactor .shall provide a concrete washout system in accordance with the specifications. installation. and maintenance described in the "Indiana Storm iVater Ouulity Alanttal. " (al) Filter Tubes The Contractor .shall install, construct, and maintain filter tubes ill accordance with the "Indiana Sturm FVater Quality Alanual. " The minimum filter tube size,shall be 18 inches. (r) Dewcrtering Structure The Contractor shall provide dewatering structure in accordance with the specifications. installation, and maintenance described in the "The City u/'Carmel Stornnvater Technical Standards A-lanal. " SECTION 205, AFTER LINE I IS, DELETE AND INSERT AS FOLLOWS: 205.04 Maintenance TEMPORARY EROSION CONTROL MEASURES TS-13 IN20030661 Temporary erosion and sediment control measures shall be inspected by the Contractor's Erosion Control .S'upeiTisor once every seven days and after each rain n. tivities actirin. Inspections shall he documented and records shall he maintained by the Contractor, to be made available fix review upon request. Records shall include. at a minimum. the date, the inspector's name, the maintenance and corrections needed based on this inspection, and the status of previously identified deficiencies. The temporary protection measures shall he returned to good working conditions within 48 hours alter inspection or as directed. Sediment shall he removed as approved and disposed of in accordance with 201.03 and 203.08. Inspection records shall be kept until the entire contract is complete and has been permanently stabilized. SECTION 205, BEGIN LINE 136, DELETE AND INSERT AS FOLLO\VS: 205.06 Method of Measurement Fiber tithes. silt fence and straw bale check dams will he measured by the linear foot (meter). Straw hale check clams will be measured once per dam parallel to the dam and at the widest point. Sediment basins will he measured by the units installed complete in place. Revetment riprap check clams, sediment traps, and splashpads will be measured by the ton (megagram). The measurement of temporary revetment riprap check dams will include the revetment riprap and the No. 5 filter stone. Measurement of sediment traps will include the riprap and the No. S filter stone. Temporary mulching will be measured by the ton (megagram). Temporary seeding will be measured in accordance with 621.13. Removal of sediment will not be measured by the—cubic yurd (cubic mc.tcr) for payment. Revetment riprap will be measured in accordance with 616.12. Slope drains will be measured in accordance with 715.13. Ditch inlet protection will be measured per each unit installed. Construction and maintenance q/staple construction entrances, concrete washout systems, dercnering sn'acnrtes, and any temporary bermes required,far sediment traps mill not he measured for payment. SECTION 205, BEGIN LINE 156, DELETE AND INSERT AS FOLLOWS: 205.07 Basis of Payment The accepted quantities of silt fence and filter tithes will be paid for at the contract unit price per linear foot (meter), complete in place. Temporary mulching will be paid for by the ton (megagram). Temporary seeding will be paid for in accordance with 621.14. Sediment basins will be paid for at the contract unit price per each unit installed. Check dams. revetment riprap; sediment naps; and splashpads will be paid for by the ton (megagram). Check clams, straw bales will be paid for by the linear foot (meter). Revetment riprap will be paid for in accordance with 616.13. Slope drains will be paid for in accordance with 715.14. Removal of sediment will be paid for at the contract unit price per cubic yard (cubic mctet}in the cost oldie respective items. Ditch inlet protection will be paid for at the contract unit price per each unit installed. The cost al constructing. maintaining. and removal of any temporary berms required fit sediment traps stable construction entrances. concrete washout systems. and deratering� structures shall be paid for in the cost of the other ten:porary erosion and sediment control pay items. All materials. labor and equipment required for installation. inspection, maimenunce, and remove/(Oilier tubes will be included in the cast of/re fiber tithes. SECTION 205, BEGIN LINE 172. DELETE AND INSERT AS FOLLOWS: Payment will be made under: Pay Item Pay Unit Symbol TEMPORARY EROSION CONTROL MEASURES 'IS-13 1N2003066I Liner for Retention Pond LS Scdimcnt. R nwve CYS (-m3) Splashpad. Riprap TON (Mg) Temporary Check Dam, Revetment Riprap TON (Mg) Temporary Cheek Dam, Straw Bales LFT (m) Temporary Ditch Inlet Protection EACH Temporary Mulching TON (Mg) Temporary Sediment Basin EACH Temporary Sediment Trap TON (Mg) Temporary Silt Fence LFT(m) Temporary Slope Drain LFT (m) Tempornrr Finer Tube. ISin... ... ... ... ... ... ... ... ... ... ... ... ...... ... ... ....LFT(m) SECTION 205, BEGIN LINE 210, DELETE AND INSERT AS FOLLOWS: The cost of maintenance. except for including the removal of sediments. and removal of temporary erosion and sediment control items shall be included in the cost of the respective items. TEMPORARY EROSION CONTROL MEASURES TS-I 3 IN20■ ?0661 NOTICE TO BIDDERS City of Carmel, Indiana Department Board of Public Works and Safety One Civic Square City of Carmel, Indiana 46032 Project: Keystone Parkway and 116th Street/Cannel Drive Advance Maintenance of Traffic City of Cannel Project#07-08C-I Notice is hereby given that the Board of Public Works and Safety for the City of Cannel, Hamilton County. Indiana will receive sealed bids for the above described "Project at the office oldie Clerk Treasurer. One Civic Square, Carmel, Indiana (City Hall) 10:00 AM Local Time on or before October 1 jth 2008, and commencing as soon as practicable thereafter on the same date such bids will he publicly opened and read aloud in the Council Chambers of City Hall. No late bids will be accepted. All bids and proposals shall be properly and completely executed on the proposal forms provided with the plans and specifications, which will include the non-collusion affidavit as required by the State of Indiana. The bid envelope must he sealed and have the words "I31D — Keystone Parkway and 116th Street / Cannel Drive Advance Maintenance of Traffic, City of Cannel Project #07-08C-1-. A bid bond or ceitilied check in an amount not less than ten percent (10%n) of the amount bid must be submitted with each bid. A one hundred percent (I00%) performance and payment bond will also he required of the successful bidder. It is intended that actual construction of all work divisions shall be started as soon as practicable. and each bidder shall he prepared to enter promptly into a construction contract, furnish a performance bond, and begin work without delay in the event the award is made to hint. A pre-hid conference for discussions of the Project, the bidding requirements and other important matter's will be held on October 7°' at /0:30 AM in the Caucus Room on the 2'1 1 Floor of City Hall (One Civic Square). All prospective bidders are encouraged to attend the pre-bid conference. The Project consists of, but is not necessarily limited to. the following: Construction of local road system to he that is to he part of a future split diamond roundahoat interchange at the intersections of Keystone Parkway with 11601.Street and Cannel Drive Contract Documents for the Project have been assembled into one bound project manual, which together with drawings. may be examined at the following locations: City of Carmel Department 01'Engineering - I" Floor One Civic Square Cannel, IN 46032 (317) 571-2441 CITY OF CARMEL ADDENDUM NO. 2 Keystone Parkway & 116°i Street Project No. 117-08C-I October 10, 2008 To All Plan Buyers of Record: Item I: This is to advise all bidders that PART 3 —CONTRACT ITEMS AND UNIT PRICES has been revised to include additional and revised bid items and is included with this ADDENDUM NO. 2 The following summarizes the changes to the Itemized Bid Bid Items have been renumbered to remove duplicate #72's The quantity for Bid Item #I6 Subbase for PCCP has been revised The item description for Bid Item #58 has been changed to be Wingwall, Modified Item 2: A pre-bid meeting was held on October 7. 2008. Attached are the minutes of items discussed at the meeting. Item 3: The NOTICE TO BIDDERS has been revised. The first two sentences of the last paragraph now read "No bidder nrgr tritlrr/rrrty(WV bid or proposal within a period o/si ty (60) days_%oNou•ing the elate set fin'receiving bids or proposals. The Carmel Board of Public iVorks and Safely reserves Me right m hold earn or all bids or proposals fin.a period of not more than slyly (60) dap' and said bids or proposal shall remain in fall farce and efteel daring said period. Please substitute the attached NOTICE TO BIDDERS with the one in your copy of the contract book. Item 4: This notice is to advise all bidders that SP-05 Existing Conditions has been revised. Please substitute the attached SP-05 with the one in your copy of the contract book. Itent 5: This notice is to advise all bidders that SP-23 Chemical Modification of Soils has been revised. Please substitute the attached SP-23 with the one in your copy of the contract hook. Item 6: In addition to the questions asked at the Pre-Bid meeting the following list of questions has been received. Responses are provided. Question I: Is Lime Kiln Dust an acceptable material to be used in the Chemical Modification of Jails Response: Materials shall be in accordance with INDO"I' Standard Specification section 913.04(b) Lime shall he a hydrated lime when used in masonry or a hydrated Time, quicklime, or line by- product when used for soil modification. See the INDOT standard spec for further material clarification If you would like to receive hard copies or the revised sheets please send an email request to shalog a structurepoint.eom Should you desire to submit a hid, please do so on the basis of the information set out above. .1. Samuel Balog, PE American Structurepoint, Inc. 317-547-5580 Fax: 317-543-0270 PLEASE ACKNOWLEDGE TIIIS CONTRACT REVISION IN TUE CONTRACT DOCUMENTS BEFORE SUBMITTING YOUR BID PART 3 CONTRACT ITEMS AND UNIT PRICES City of Carmel Project No.O7-08G I Base Bid Keystone Parkway and 116th Street/Carmel Drive Advance Maintenance of Traffic ITEM DESCRIPTION UNIT QUANTITY RICE TOTAL I CONSTRUCTION ENGINEERING LS 2 MOBILIZATION AND DEMOBILIZATION LS 1 3 CLEARING RIGHT OF WAY LS I 1 PAVEMENT REMOVAL SYS 1.327 5 GUARDRAIL.REMOVE LFT 572 6 EXCAVATION.COMMON CYS 0.222 7 TEMPORARY EROSION AND SEDIMENT CONTROL.CURB INLET EACH 17 PROTECTION 6 TEMPORARY FILTER TUBE.18" LFT 78 9 TEMPORARY DITCH INLET PROTECTION EACH 6 ID TEMPORARY SEDIMENT TRAP TON 211 II TEMPORARY SILT FENCE LFT 500 12 SUBGRADE TREATMENT.TYPE I SYS 9,457 13 STRUCTURE BACKFILL,TYPE 1 CYS 5.732 14 STRUCTURE BACKFILL,TYPE 2 CYS 1.227 15 COMPACTED AGGREGATE.NO.53.BASE TON 830 1G SUBBASE FOR PCCP CYS 2.211 17 HMA FOR TEMPORARY PAVEMENT TON 856 10 PCCP,12 IN SYS 0,606 19 0-1 CONTRACTION JOINT LFT 4,447 20 PCCP PATCHING SYS 306 21 GUARDRAIL,STEEI.CURVED TERMINAL END SECTION EACH 2 22 GUARDRAIL END TREATMENT.OS EACH 2 23 GUARDRAIL,W BEAM.6 FT.3 IN,SPACING LFT G06,25 21 CURB,INTEGRAL.B,CONCRETE LF1 3,157 25 GEOTEXTILES SYS 260 26 RIPRAP.CLASS?. ION 15 27 RIPRAP,REVETMENT TON 145 28 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 29 MULCHED SEEDING.T,CONVENTIONAL MIX SYS 2.652 30 FERTILIZER TON I 31 SEED MIXTURE,U LBS 165 32 MULCHING MATERIAL ION 2 33 WATER ' kGAL 1 34 TOPSOIL CYS 532 35 SODDING.NURSERY SYS 138 36 CORED HOLE IN CONCRETE EACH 2 37 CULVERT.PRECAST BOX,REINFORCED CONCRETE,6 FT,X6 FT. LET 188 38 PIPE.REINFORCED CONCRETE.CIRCULAR,3G IN. LFT 1,601 39 PIPE.TYPE 4.CIRCULAR.6 IN, LFT 2.957 40 PIPE,REINFORCED CONCRETE,CIRCULAR.12 IN. LFT 858 41 PIPE.REINFORCED CONCRETE,CIRCULAR,15 IN. LFT 707 42 PIPE,REINFORCED CONCRETE,CIRCULAR,18 IN. LET 95 43 PIPE,REINFORCED CONCRETE,CIRCULAR.301N, LET 154 44 PIPE.REINFORCED CONCRETE,CIRCULAR.42 IN. LFT 393 45 VIDEO INSPECTION FOR PIPE LFT 3,911 46 VIDEO INSPECTION FOR UNDERDRAINS LET 3000 47 AGGREGATE FOR UNDERDRAINS CYS 266 48 GEOTEXTILES FOR UNDERORAIN SYS 2,466 49 INLET,El EACH 1 50 MANHOLE,C1 EACH 51 MANHOLE,K4 EACH F 52 MANHOLE.J4 EACH 5 53 INLET.C15 EACH 8 54 CATCH BASIN.C15 EACH 9 55 MANHOLE,J7 EACH 3 56 STORMIVATER TREATMENT SYSTEM,TYPE II EACH I 57 STORMWATER TREATMENT SYSTEM,TYPE III EACH I 58 WINGWALL.MODIFIED SYS 317 59 CONSTRUCTION SIGN.0 EACH 2 60 TEMPORARY PAVEMENT MESSAGE MARKING,REMOVABLE,LANE EACH 5 INDICATION ARROW 61 TEMPORARY PAVEMENT MESSAGE MARKING,REMOVABLE,WORD(ONLY) EACH 4 62 CONSTRUCTION 51611,A EACH 1G (13 MAINTAINING TRAFFIC LS 1 64 ENERGY ABSORBING TERMINAL,CZ.TL-2 EACH .. 65 BARRICADE,Ill-A LET 48 66 TEMPORARY TRAFFIC BARRIER.TYPE 2 LET 3,599 67 PAVEMENT MESSAGE MARKINGS.REMOVE EACH 7 68 TRANSVERSE MARKING.REMOVE LFT 58 60 LINE,PAINT,BROKEN,WHITE,4114, LFT 541 70 LINE,PAINT,SOLID,WHITE,4 IN. LFT 7.119 71 LINE,PAINT.SOLID.YELLOW.4 IN, LFT 3.657 72 LINE,REMOVE LET 4.115 73 LINE,PAINT,DOTTED.WHITE,4 B1..2 FT.LINE,4 FT,GAP LEI 370 74 EROSION CONTROL BLANKET SYS 462 TOTAL: SUBMITTED BY: SIGNATURE TITLE: ADDRESS: Keystone Avenue — 116111 and 136th Streets Carmel Projects #07-08C-I and 07-081 Prebid Meeting Minutes —October 7, 2008 Attendees: Sec Attached Sheet Craig Parks opened the meeting at approximutelr 10:35 AAl w i t h introductions and then covered thetidlowing items: • Project Descriptions • 116'x'Street Advance Maintenance of Traffic (Project #07-0SC-1) • 136t Street (Project #07-08F) • Bid Date, Time, & Location —October 1 5th 2008 at 10:00 AM in the City of Carmel Council Chambers. • Alternative Bids— Project 07-081 Alternate Bid 1 - Proposed to determine cost savings associated with closing Keystone lbr a limited number of done. Alternate 2o K• 21,— Proposed to determine cast savings associated with the use of Tensor geogn'id reinforced pavement section. The hid will be awarded to the lowest bidder on either the Bose Bid or the Alternate Bid / nl the discretion of the Citv. • Project Phasing— Project 07-ORE, Base Bid o Phase I e& Phase I I — Widening and crossover construction with partial bridge removal and construction over Cool Creek o Phase III — Close 136th St., construct west half or interchange and part of bridge over Cool Creek o Phase IV— 136'x' St. remains closed. construct east half of interchange and remaining section of bridge over Cool Creek o Phase V — Construct west half of teardrop and finish 1361h bridge • Project Phasing— Project 07-ORF, Alternate Bid 1 o Phase I — Close Keystone & I36''' St., construct interchange and bridge over Cool Creek o Phase II — 136th St. remains closed, construct both teardrops and finish 1361 th bridge • Intermediate Completion - Open to traffic in all directions. Daytime lane restrictions will he allowed in accordance with special provisions included in the contract hook. • Status of Right of Way— 136" Street (Project 07-081) o All right of way has been secured via right of entries with the Iollowing exceptions: • Parcels 85 & 86— Carmel Clay Schools Keystone Avenue — 116th and 136t1i Streets Carmel Projects #97-08C-I and 07-98F Prebid Meeting Minutes—October 7, 2008 • Parcel 95 & 101 — I-lull Brennan • Parcel 102 —Dwyer : Falls within an existing utility & drainage easement • Status of Right of Was'— 116" Street (Project 07-08C-I) o All right of way has been secured via right of entries with the Ibllowing exceptions: • Parcel 35 G&T Company • Status of Utility Relocations— 116th Street (Project 07-08C-I) Duke Energy Possible conflict on west Collector near Merchant square sign. Vectren May have minor conflict on S\V side of project. Estimated clear date is December 31, 2008 City aCannel Water No known conflicts AT&T Indiana No known conflicts Bright house No known conflicts • Status of Utility Relocations— 136ih Street(Project 07-118E) Duke Energy Estimated to be clear by February 13, 2009 Vectren Estimated to be clear by December 31, 2008. City of Carmel Water Relocation is contingent on Parcel 95. Based on estimated R/W clear date, relocation is estimated to be complete by December 20, 2008. AT&T Indiana No known conflicts. Brighthouse Estimated to be clear by December I. 2008 Aa updated.status of Existing Conditions will be sent out later this meek as a part(On addendum. • Status of Permits— 1161h Street (Project 97-08C-I) o Rule 5 —Anticipated by November 3'd o 401 — Estimated November 14th o 404—Approved pending 401 • Status of Permits— 136" Street (Project I17-08F) o Rule 5 —Anticipated by November rd o 401 — Received o 404— Received o DNR Construction in a Floodwav - Received Keystone Avenue — 1161h and 136111 Streets Carmel Projects #07-08C-I and 07-08E ['rebid [[Meeting Minutes —October 7, 21108 • Architectural Features o Description of features o Mock Up • Erosion Control Comments—City of Carmel • Addendum No. I —Distributed on Friday. October 3rd. o New cover sheet that must accompany each hid o Addendum for Tensar Geogrid Alternative o Included revisions to some plan sheets o Included revisions to some pay items o Included revisions to some quantities • Addendum No. 2— Pre-bid meeting minutes will be distributed along with Addendum 2. • Contractor Questions Question I: Can an Excel spreadsheet with the pay items he distributed along with the upcoming Addendum? Response: ties, an Excel spreadsheet of all the pay items will accompany the next addendum. Question 2: Are existing bridge plans available for the Keystone bridge over Cool Creek? Response: Yes, a copy of the existing bridge plans is available for review in the City of Carmel Engineering Department. Scans of these plans were also included on the CD that has been provided to all who purchased plans. Question 3: What is the last day for contractor questions? Response: Questions will be accepted until the start of business on Monday. October I3''' Question 4: Plans for the stormwater treatment systems are included in the project documents, will shop drawings low these structures still he required? Response: Yes, even if the proposed details remain unchanged from those included in the project documents, shop drawings should be submitted for approval. Keystone Avenue — 116th and 13611' Streets Carmel Projects #07-08C-1 and 07-08F Prehid Meeting 'Minutes —October 7. 2008 Question 5: A sump is shown in the stormwater treatment system detail for the 1 1611 Street project. but not shown in project cross sections. Is the sump required? Response: Yes, the sump is required as shown in the structure details. Question 6: Plans to not detail the timing or maintenance of traffic for the construction of the large culvert crossing on Keystone. How is this to be accomplished? Response: Such details were not included because construction of this culvert is to be scheduled at the contractor's discretion. As indicated in project specifications, two lanes of traffic must be maintained during peak hours. but an additional lane may be taken during off-peak hours. A minimum of one lane must he maintained in each direction at all times during construction. Question 7: Will the contractor be allowed to use crossovers when constructing the culvert? Response: Yes, crossovers can be constructed (or existing intersection pavement used) to cross traffic over during off peak hours. All costs associated with temporary crossing of traffic will not be paid for directly hut should be included in the cost of other items. Question 8: Is the intent of the project plans to have the contractor constructing the deep storm sewer along the centerline of Keystone while maintaining traffic? Response: Yes