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Home My WebLink AboutBid Information and Packets BIDDER'S ITEMIZED PROPOSAL AND DECLARATIONS City of Carmel Instructions To Bidders: This form shall be utilized by all Bidders. Except as otherwise specifically provided, all Parts shall be fully and accurately filled in and completed and notarized. Project: 131st Street Pedestrian Bridges over the Vestal and Mitchener Ditches Proposal For Construction of: 131" Street Pedestrian Bridges over the Vestal and Mitchener Ditches including approach paved pathways, and grade work. Date: October 3, 2007 To: City of Carmel, Indiana, Board of Public Works and Safety • BID-I PART 1 BIDDER INFORMATION Print 1.1 Bidder Name: Duncan Robertson, Inc. 1.2 Bidder Address: Street Address: P. O. Box 457 City. Franklin State: IN Zip: 46131 Phone: 317-736-6024 Fax: 317-736-9121 1.3 Bidder is atan[mark one] Individual Partnership . xx 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 PART 2 BID PROPOSAL 2.l 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 r1/,t'EgtIWbOReD Te71171/Ditrr9ivD roue HUIVGP D TLflfl S'X DotblkS / -air Po tars ($ 310, t'a.4.Sb ). The Bidder acknowledges that evaluation of the owe-s't Bid shall be based on such price and further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates solely for the purpose of Bid evaluation and Contract award, and are not to be construed as exact or binding, The Bidder further understands that all Work which may result on the Contract shall be compensated for on a Unit Price basis and that the OWNER and ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to be performed or furnished under the Contract. BID-3 PART 3 CONTRACT ITEMS AND UNIT PRICES [This Part to be used only for Bidding on Unit Price Contracts for the Contract Items shown]. Project: 131st Street Pedestrian Bridge over the Vestal Ditch Prices In Figures Contract Description/ Estimated Unit Total Price Item No. Quantity Price for Item 1 Construct +n Engineering for the Vestal Dt. 1 LSUM 2 Mobilizatio , Demobilization for the Vestal Dt. 1 LSUM 3 Clearing of Riblt of Way for the Vestal Dt. 1 LSUM 4 Excavation, Co . on 20.0 CYS 5 Borrow 294.0 CYS 6 Aggrejate For End B- its 13.8 CYS 7 Compacted Aggregate, o. 53, Base 74.0 TON 8 HMA Surface, Type A 44.0 TON 9 Right of Way Marker 4.0 EACH 10 Geotextiles 292.0 SYS 11 Riprap, Revetment 200.0 TON 12 Mulched Seeding, Type R 496.0 SYS 13 Timber Pile, Drive 540 LFT 14 Timber Pedestrian Bridge,Install for the Festal Dt. I LSUM 15 Pre-engineered, Pre-fabricated Timber Pac ,•e, for 1 LSUM the Vestal Dt. Total For 13151 Street Pedestrian Bridge over th- Vestal Ditch] $ SID-4 PART 3 CONTINUED CONTRACT ITEMS AND UNIT PRICES [This Part to be used only for Bidding on Unit Price Contracts for the Contract Items shown/ Project: 131" Street Pedestrian Bridge over the Mitchener Ditch Prices In Figures Contract Description/ Estimated Unit Total Price Item No. Quantity Price for Item 19 Construction Engineering for the Mitchener Dt. I LSUM 3a60°O—° 20 Mobilization/Demobilization for the Mitchener Dt. I LSUM U06°° °o 23 Clearing of Right of Way for the Mitchener Dt. I LSUM p�0— 22 Paved Side Ditch, Remove 10.0 LFT Sr ,2$O 23 Excavation, Common 15.0 CYS ,252! ,37,5°° 24 Borrow 893.0 CYS /7e 15-4,4742 25 Excavation, Waterway 28.0 CYS 2° D°o 26 Aggregate For End Bents 15.2 CYS (,02° 9/2 92 27 Compacted Aggregate,No. 53, Base 105.0 TON ,esr 2625°° 28 FIMA Surface, Type A 62.0 'FON apt' StoO-' 29 Right of Way Marker 6.0 EACH ,#s9-1 goo tit? 30 Geotextiles 281.0 SYS 4e //,24 °--° 31 Riprap, Revetment 196.0 TON 30'i° „y"g8O°= 32 Sodding 897.0 SYS ,S°'° 4 4B5°° 33 Pipe, Underdrain, Non Perforated,4 in. 36.0 LFT /0e: ,310 0° 34 Outlet Protector, Type 2 1.0 EACH coot' spO_° 35 Timber Pile, Driven 540 LFT re .Z, 700° 36 Timber Pedestrian Bridge, Install for the 1 LSUM Mitchener Dt. 2. 000� 37 Pre-engineered, Pre-fabricated Timber Package for 1 LSUM the Mitchener Dt. 7 0002- 38 Construction Signs, A 2 EACH ' .250 Sbor 39 Temporary Silt Fence 600 LFT 600°° 40 Construction Entrance 2 EACH ° P /00D� Total For 131" Street Pedestrian Bridge over the Mitchener Ditch I $ /64 &Seal ./ BID-5 PART 3 CONTRACT ITEMS AND UNIT PRICES [This Part to he used only for Bidding on Unit Price Contracts for the Contract Items shown] Project: 131" Street Pedestrian Bridge over the Vestal Ditch Prices In Figures Contract Description/ Estimated Unit Total Price Item No. Quantity Price for Item I Construction Engineering for the Vestal Dt. 1 LSUM 3'BOO°-s 2 Mobilization/Demobilization for the Vestal Dt. I LSUM /0 00 U^O 3 Clearing of Right of Way for the Vestal Dt. I LSUM ,C000`12 4 Excavation, Common 20.0 CYS ,2,$a'- s-oo. ° _ 5 Borrow 294.0 CYS Asa! 73s2Y 6 Aggregate For End Bents 13.8 CYS co°° '8.2800 7 Compacted Aggregate, No. 53, Base 74.0 TON 25° / 85-0 °—° 8 HMA Surface, Type A 44.0 TON ao-° > g,30 °' 9 Right EAC of Way Marker 4.0 H Ggb- °° !00— 10 Geotextiles 292.0 SYS 4 / /G8°` 1 I Riprap, Revetment 200.0 ION 3b`—' 6 coot" 12 Mulched Seeding,Type R 496.0 SYS 2r. 99.2 °•-° [3 Timber Pile, Driven 540 LF I' 6-9.2 2 706) °o 14 Timber Pedestrian Bridge, Install for the 1 LSUM Vestal Dt. 400O°— 15 Pre-engineered, Pre-fabricated Timber I LSUM Package for the Vestal DL 7,rr>Ot7°--° 16 Construction Signs, A 2 EACH 2sp5' ,rop-°-° 17 Temporary Silt Fence 500 LFT / °° SOO°` 18 Construction Entrance 2 EACH gyp.°_° / 0 oo w Total For 131"Street Pedestrian Bridge over the Vestal Ditch I $ /4? 7f3F3°"° V 130-4 PART 3 CONTINUED CONTRACT ITEMS AND UNIT PRICES [This Part to he used only for Bidding on Unit Price Contracts for the Contract Items shown] Project: 131st Street Pedestrian Bridges over the Vestal and Mitchener Ditches Individual Estimated Cost Amount 131st Street Pedestrian Bridge over the Vestal Ditch $ /4 7 79 9 1315' Street Pedestrian Bridge over the Mitchener Ditch $ /626j8 Total Bid Amount For Entire Contract(in figures): „./.�o,�,,.12'6w Total Bid Amount For Entire Contract (in words): f stiDv3n„�; a•< 7IatS PFOU 'E1I Bid Amount includes Addendum No: #1 dated September 28, 2007 S This is a Unit Price Proposal Quantities shown are estimated, actual quantities as measured by the Engineer's office will be utilized I Casts for all work items that do not have a pay item should be included in the unit prices of the above pay items II BID-6 PART 3 CONTINUED CONTRACT ITEMS AND UNIT PRICES [This Part to be used only for Bidding on Unit Price Contracts for the Contract Items shown] -eject: 131st Street Pedestrian Bridge over the Mitchener Ditch Prices In Figures Contract Description/ Estimated Unit Total Price Item No. Quantity Price for Item 16 _ Constructio neineering for the Mitchener Dt. 1 LSUM 17 Mobilization/b mobilization for the Mitchener Dt. 1 LSUM 18 Clearing of Right of Way for the Mitchener Dt. 1 LSUM 19 Paved Side Ditch, N move 10.0 LFT 20 Excavation, Common 15.0 CYS 21 Borrow 893.0 CYS 22 Excavation, Waterway 28.0 CYS 23 Aggregate For End Bents 15.2 CYS 24 Compacted Aggregate,No. 53, :ase 105.0 TON 25 HMA Surface, Type A 62.0 TON 26 Right of Way Marker 6.0 EACH 27 Geotextiles 281.0 SYS 28 Riprap,Revetment 196.0 TON 29 Sodding 897.0 SYS 30 Pipe, Underdrain, Non Perforated, 4 in. 36.0 LFT 31 Outlet Protector, Type 2 1.0 EACH 32 Timber Pile, Driven 540 LFT 33 Timber Pedestrian Bridge, Install for the 1 LSUM Mitchener Dt. 34 Pre-engineered, Pre-fabricated Timber Package for 1 . SUM the Mitchener Dt. Total For l315` Street Pedestrian Bridge over the Mitchener Ditc $ BID-5 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 September 28, 2007 BID-7 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 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 non-responsive. 5.3 Exceptions: BID-8 s mm we 9C lkrvsC 2IXID] 3ID OF Duncan Robertson, Inc. (Contractor) P. O. Box 457 (Andress) Franklin, IN 46131 FOR PUBLIC WORKS PROJECTS OF Construction of Pedestrian Bridges over the Vestal and Mitchener Ditches City of Carmel, Indiana Filed Action taken Prescribed by State Board of Accounts Form No-90{Revised 20001 CONTRACTORS BID FOR PUBLIC WORK PART I (To be completed for all bids) (Please type or print) Date; October 3 , 2007 1. Governmental Unit (Owner): City of Carmel, Indiana 2. County : Hamilton County 3. Bidder(Firm): Duncan Robertson, Inc. Address: P.O. Box 957 City/State: Franklin,. IN 46131 4. Telephone Number: 317-736-6024 5. Agent of Bidder Of applicable): Pursuant to notices given,the undersigned offers to furnish labor and/or material necessary to complete the public works project of _131st Pedestrian Bridges over the Vestal and Mitchener Ditches (Governmental Unit)in accordance with plans and specifications prepared by . USI and dated 9-11 -07 • for the sum of tmeet 1faN)O/%O 1EN 111GU,579,Vv Feae itaso,C t /G7� !Joy, Tu 7 .51x .J (JGMS •90410 Piny caws $. 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) • 1, 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. t.C. 5-16-8-2. I hereby certify that I and all subcontractors employed by me for this project will use U.S. steel products on this project if awarded. I understand that violations hereunder may result in forfeiture of contractual payments. • ACCEPTANCE The above bid is accepted this day of , subject to the Following conditions: Contracting Authority Members: PART II (Complete sections 1.11,111, and IV for all state and local public works projects as required by statutes if project is one hundred thousand dollars ($100.000) or more. (IC 35-1-12-4) Governmental Unit: _Board of Pub1f c_W.oskc and Safety, City of Carmel Bidder (Firm) Duncan Robertson, Inc. Date: October 3, 2007 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? Contract Amount Class of Work When Name and Address of Owner Completed 534, 848 bridge 6/07 Morgan 110 314 , 613 bridge 8/06 B-28047 Scott Co. 794, 863 bridge 8/06 B-27256 Wayne Co. 736, 289 bridge 8/06 3-28168 Hamilton Co. 2. What public works projects are now in process of construction by your organization? Contract Amount Class of Work When to be Name and Address of Owner Completed 960, 573 bridge 8/07 B-28584 Hancock Co. 1, 428, 294 bridge 9/07 R-28672 Rush Co. 1, 171 , 927 bridge 9/07 B-27835 Madisou_CQ, 3. Have you ever failed to complete any work awarded to you? If so, where and why? 4. List references from private firms for which you have performed work. SECTION II PLAN AND EQUIPMENT QUESTIONNAIRE 1 Explain your plan or layout for performing proposed work. (Examples could include a narrative of when you could begin work, completed the project, number of workers, etc. and any other information which you believe would enable the governments! unit to consider your bid.) 1 . Construct new bridges 2 . Complete all incidental side work. 2. If you intend to sublet any portion of the work, state the name and address of each subcontractor, equipment to be used by the subcontractor, and whether you expect to require a bond. However, if you are unable to currently provide a listing, please understand, a listing must be provided prior to contract approval. 3. What equipment do you have available to use for the proposed project? Any equipment to be used by subcontractors may also be required to be listed by the governmental unit. 4. Have you entered into contracts or received offers for all materials which substantiate the prices used in preparing your proposal? Otherwise, please explain the rationale used which would corroborate the prices listed. m c N a CD d CD 0 n j /R. / BIDDER'S ITEMIZED PROPOSAL AND DECLARATIONS City of Carmel Instructions To Bidders: This form shall be utilized by all Bidders. Except as otherwise specifically provided, all Parts shall be fully and accurately filled in and completed and notarized. Project: 131st Street Pedestrian Bridges over the Vestal and Mitchener Ditches Proposal For Construction of: 131x` Street Pedestrian Bridges over the Vestal and Mitchener Ditches including approach paved pathways, and grade work. Date: /0 - 3- 0 7 To: City of Carmel, Indiana, Board of Public Works and Safety BID-1 v m PART 1 BIDDER INFORMATION (Print) 1.1 Bidder Name: Erber + Cns /rueiiien a.. SNC. 1.2 Bidder Address: Street Address: Zoo p; Kt, S4 • City: C Aaricsfotan State: r a t. Zip: 4 7 1 1 1 Phone: 812 - 2. S1 • 7tbS Fax: 8'12 - 25-4 • 717/ 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.j .1 Corporation Name: .2 Address: .3 Date registered with State of Indiana: .4 Indiana Registered Agent: Name: Address: • BID-2 fern Prescribed by State Board of Accounts 900549-4965085 General Form No.99 P(Rev. 191,i7i 4r CITY OF CARMEL-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 $ • shall total more than four solid lines of the hype in which the body ofthe advertisement is set). Number of equivalent lines Head -Number of lines S Body- Number of lines 'fail-Number of lines $ Total number of lines in notice COMPUTATION OF CHARGES SI.0 lines 2.0 colamns wide equals i 62.0 equivalent S 79.70 lines at .492 cents per line Charges for extra proofs of publication t$100 for each proof in excess of two) $ .00 S- .00 TOTAL AMOUNT OF CLAIM S DATA FOR COMPUTING COST $ Width of single column 7.63 ems Size of type 5_7 point $ • $ Number of insertions 1.0 S 79,70 Psvrsuu+if to die provisiolah and penalties ofC/ia(uee 155,Act.v off 953, I hereby certify that the foregoing account is 'lust and correct,that the amount claimed is legally due,alter allowing all just credits,and that no part of the smile has been paid_ DATE: 09/21/2007 Lw'C!/il Clerk Title 900549-4965085 PUBLISHER'S AFFIDAVIT T PUBLIC NOTICES , P119LIC NOTICES -1 Sate of Indiana SS'. Hamilton County NOTICET0 BIDDERS City of Carmel,Indiana Notice is hereby given ace,the Snare or public Works and Salute Personally appeared before me.'a note r public in and for said county and state, bidsaine"']'lse StrHamilton stria Bridges ow"els the Vestal a�Ind EP T! Mikbener Ditches Project"at the office of the ClerkTreasurer One Cite square.are.Carmel.Indiaia2POW all)unfit lump al the undersigned Karen Mullins who, being duly sworn.says that SHE is clerk or ' practicable thereafter during the Board of Public works meeting 'on the same date Such bids wail be publicly evened and read aloud wig In and proposals shall be properly and rcoompletely accepted of the Noblesville E-VdLI'1"a newspaper of general circulation on the proposal farms provided with the prang and specifications. which will include the non-collusion affidavit as required by the Sateso faIndianalTheebidsen000rpiemust be h sealed and rave the printed and published in the English language in the city of NOBLESVILLE in stale over Discsas^. A bid bond or certified Check in an amount dot less than ten per- cent UM)el the amount bid must be submitted with each bid A and county aforesaid. and that l he printed matter attached hereto is a true copy, one hundred percent[100'461 performance and payment bond will also be required oldie successful bidder.It is intended that actual Co 551 mictip n et all walk divisions shall be started Si 500r a5 pram dcablaneactibidderstiovlsbbea I`par d10ent enter promptly pit inlea which was duly published in said paper for 2 time(s), between the dates of construction s w¢eeutaetay inthe eventthe award is made to him The Project consists of.but isnot necessarily limited lo,the lbllow- tmem:wgo spa of over the Vestal titc ,with Odenedas- 09/1412007 and 09/2 V211117 bran a bridge ing 4,12-0"i I5 aver'heer the b trh.a one-O asphalt bridge spanning � ,'scribeMbanner lhe no,north side ii 1 hag Shewan Carmel. dpWaeplaad along the north sntle of 131St Street Carmel.Indiana.oor r bound Documentsfor this Project togethavebeenassembled wings,eayb one Sound mecca,following,which together with drawings,may be ex. Clerk City of Carmel Tit!c Department of Engineering /et£Poor One Civic Square Carmel,IN 46032 Subscribed and sworn to before plc on 09/21/2007 um Consultants,Inc. 8415 845-81B7 5t 66th street Indianapolis,IN 96216 j tt n: Aims,El,S T Attn: opiav l such 111111 Copies 11 of suns drawings and project dd esssak oust e,upon the (� immenn Co40lan CeilSf.thesadeis include above,rawneas. Payment of t0 fors the Set NO CAS Sets EPTE £Miser eers Pay- saleto. si must Consultants.Inc.rv.All paments and of CoSract Notary Plll)hc anteon renonnkts.dtti All payments anJ tosls of Contract _ aidDetriments s ar ensure than they e. CC C/�..�ASS SEAL" - r drawing Shnl Contract tre that th have obtained assume to sits of nOCpll.lAl.SEALn For any error and mi Dpcds prtsand in all once on the rise of Dl get eifdrsoromissions taict Documents. This reliance on incomplete My commission C.\plre5. ^t,, [s of drawings one contract Documents. �eylel{I r This Project will hefundedbythe al of Carmel. ' Wage sales tor r the Project shell n be less than the current pre- Nolaty Public.State of Indiana I nb d scale of wages as determined by the Common Construc- ken wage Committee m actor dance with t.c.5-16.7 and included My.Commission k-x11.05416/201 I in the ProjectMamral. A pre-end conference tai discussions of the Project,the bidding re- -- •- a euirements and other important matters will be held Om.Monday, systelow 24,2007 at MO am.in the Gdcns Room on the 2nd • Floor to of City the ore-bid Worn),nfe nce.prospective ore-hid confer n'ce is pot mandatory._ Yor.special accnmmvdetions needed by handicapped indivibuals Snnina.to,attend.lfu.oru btdAorte COGS erprbi a bid opening 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, totalthres. hundred twenty• tu>o thotA.3aml.twohmeldrecl tweet', one. Dollars ($ 322, 21/. 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 PART 3 CON fRACT ITEMS AND UNI"I' PRICES [fins Part to be used only in-Bidding on Unit Price Contracts for the Contract trans shown] Project: 131" Street Pedestrian Bridge over the Vestal Ditch Prices In Figures Contract Description/ Estimated Unit Total Price Item No. Quantity Price for Item 1 Construction Engineering for the Vestal Dt. 1 LSUM 2 50o.00 2Soo, 00 2 Mobilization/Demobilization for the Vestal Dt. I LSUM 7500.00 7506 . 00 3 Clearing of Right of Way for the Vestal Dt. I LSUM 2500. at 2560. Go 4 Excavation, Common 20.0 CYS 15.00 300. 00 5 Borrow 294.0 CYS IS. 00 c/Y/e.to 6 Aggregate For End Bents 13.8 Cl'S A A . 0o 61o. o o 7 Compacted Aggregate, No. 53, Base 74.0 TON 35. 00 2590 .00 8 HMA Surface, Type A 44.0 TON It.D. 00 70y0. 00 9 Right of\Vay Marker 4.0 EACH BOO. 00 t/00. 00 10 Geotextiles 292.0 SYS 3. So /ozz, 00 11 Riprap, Revetment 200.0 TON 30. 00 6000. 00 12 Mulched Seeding, Type R 496.0 Sl'S 2.00 992.0 13 Timber Pile, Driven 540 LFT 20. 00 /0100. 60 14 Timber Pedestrian Bridge; Install for the 1 LSUM Vestal Dt. 30,000.00 30, 000. 00 15 Pre-engineered, Pre-fabricated Timber I LSUM Package for the Vestal Dt. 76 Soo.• o 7/,500.00 16 . Construction Signs, A 2 EACH 250. OD Sa0.00 17 Temporary Silt Fence 500 LF"I' 1. 75 875.00 18 Construction Entrance 2 EACH / 800.00 3600. 00 Total For 131x' Street Pedestrian Bridge over the Vestal Ditch I S /53, 219.00 131D-4 PART 3 CONTINUED CONTRACT ITEMS AND UNIT PRICES [This Parr to be used only for Bidding on Unit Price Contracts for the Contract /tents shown] Project: 131" Street Pedestrian Bridge over the Mitchener Ditch Prices In Figures Contract Description/ Estimated Unit Total Price Item No. Quantity Price for Item 19 Construction Engineering for the Mitchener Dt. I LSUM 2soo.00 2S00.00 20 Mobilization/Demobilization for the Mitchener Dt. 1 LSUM 8000.e0 8000.00 21 Clearing of Right of Way for the Mitchener Dt. I LSUM 2500.ee 25oo.00 22 Paved Side Ditch, Remove 10.0 LET IS.e o 156. 00 23 Excavation, Common 15.0 CYS 15.00 125.00 24 Borrow 893.0 CYS I S•Do 13345 00 25 Excavation, Waterway 28.0 CYS 15,60 x/20.00 26 Aggregate For End Bents 15.2 CYS 50.00 740 .00 27 Compacted Aggregate,No. 53, Base 105.0 TON 35.00 3475. OD 28 FIMA Surface, Type A 62.0 TON 160.00 9 9 20. 00 29 Right of Way Marker 6.0 EACH /00.00 too. 00 30 Geotextiles 281.0 SYS 3.50 983. SO 31 Riprap, Revetment 196.0 TON 30.00 gag O.oo 32 Sodding 897.0 SYS 5.50 '1933. SO 33 Pipe, Underdrain, Non Perforated, 4 in. 36.0 LFT lo.oo ,340,00 34 Outlet Protector, Type 2 1.0 EACH 250.60 250.00 35 Timber Pile, Driven 540 LET 20.00 ,o. goo.00 36 Timber Pedestrian Bridge, Install for the 1 LSUM 30,oe0.eo Mitchener Dt. 30,000.00 37 Pre-engineered, Pre-fabricated Timber Package for I LSUM 69,500.00 the Mitchener Dt. ' -oo.0t 38 Construction Signs, A 2 EACH 150,00 500. 0 39 Temporary Silt Fence 600 LET 1.75 1 050.00 40 Construction Entrance 2 EACH 11001,10 ,3400.00 Total For 131" Street Pedestrian Bridge over the Mitchener Ditch I $ /40%002.00 BID-5 l~ lx PART 3 CONTINUED °" CONTRACT ITEMS AND UNIT PRICES [This Part to be used only for Bidding on Unit Price Contracts for the Contract Items shown] it Project: 131St Street Pedestrian Bridges over the Vestal and Mitchener Ditches Individual Estimated Cost Amount 13151 Street Pedestrian Bridge over the Vestal Ditch $ 15 3, 11 ,00 131" Street Pedestrian Bridge over the Mitchener Ditch $ i 1.q. D0 2. 00 Total Bid Amount For Entire Contract (in figures): 3 22,21 1 . 00 Total Bid Amount For Entire Contract (in words): Three h"ndreel }i„te„t'jtwa{Aousae d %tW a {94Ndrcd Bid Amount includes Addendum No: ' twen}ai e.4C deateS. 'This is a Unit Price Proposal Quantities shown are estimated, actual quantities as measured by the Engineer's office will be utilized Costs for all work items that do not have a pay item should be included in the unit prices of the above pay items II 'BID-6 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 d0I 9 " 2K' a ? BED-7 PART 5 `6 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: nonce BID-S BIDDER'S ITEMIZED PROPOSAL AND DECLARATIONS City of Carmel Instructions To Bidders: This form shall be utilized by all Bidders. Except as otherwise specifically provided, all Parts shall be fully and accurately filled in and completed and notarized. Project: 13151 Street Pedestrian Bridges over the Vestal and Mitchener Ditches Proposal For Construction of Be Street Pedestrian Bridges over the Vestal and Mitchener Ditches including approach paved pathways, and grade work. Date: October 3, 2007 To: City of Carmel, Indiana, Board of Public Works and Safety • BID-1 • PART I BIDDER INFORMATION (Prints 1.1 Bidder Name: Schucc-LookabiLL Co. , Inc. 1.2 Bidder Address: Street Address: 4050 Rockville Road City: Indianapolis State: Indiana Zip: 46222 Phone: 317/484- 1500 Fax: 317/484- 1561 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 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 Three Hundred Sixteen Thousand Two Hundred Sixty Seven and Forty Two Dollars ($ 3 6,267.42*** ). The Cc[its Bidder acknowledges that evaluation of the lowest Bid shall be based on such price and further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates solely for the purpose of Bid evaluation and Contract award, and are not to be construed as exact or binding. The Bidder further understands that all Work which may result on the Contract shall be compensated for on a Unit Price basis and that the OWNER and ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to be performed or furnished under the Contract. BID-3 PART 3 CONTRACT ITEMS AND UNIT PRICES (This Part to be used only for bidding on Unit Price Contracts for the Contract Items shown) BID DATE: 10/03/07 REVISIONS RECEIVED: 1 PROJECT; 131ST STREET PEDESTRIAN BRIDGE OVER THE VESTAL DITCH ESTIMATED TOTAL PRICE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE FOR ITEM 1 CONSTRUCTION ENGINEERING FOR THE VESTAL DITCH 1.0 LS $ 3,132.00 $ 3,132.00 2 MOBILIZATION/DEMOBILIZATION FOR THE VESTAL DITCH 1.0 LS $ 11,042.36 $ 11,042.36 3 CLEARING RIGHT OF WAY FOR THE VESTAL DITCH 1.0 LS $ 2,000.00 $ 2,000.00 4 EXCAVATION, COMMON 20.0 CYS $ 100.00 $ 2,000.00 5 BORROW 294.0 CYS $ 40.00 $ 11,760.00 6 AGGREGATE FOR END BENTS 13.8 CYS $ 50.00 $ 690.00 7 COMPACTED AGGREGATE, NO. 53, BASE 74.0 TON $ 34.88 $ 2,581.12 8 HMA SURFACE,TYPE A 44.0 TON $ 106.06 $ 4,666.64 9 RIGHT OF WAY MARKER 4.0 EACH $ 486.00 $ 1,944.00 10 GEOTEXTILES 292.0 SYS $ 1.80 $ 525.60 11 RIPRAP, REVETMENT 200.0 TON $ 22.74 $ 4,548.00 12 MULCHED SEEDING,TYPE R 496.0 SYS $ 2.18 $ 1,081.28 13 TIMBER PILE DRIVEN 540.0 LFT $ 15.70 $ 8,478.00 14 TIMBER PEDESTRIAN BRIDGE, INSTALL FOR THE VESTAL DITCH. 1.0 LSUM $ 32,957.00 $ 32,957.00 15 PRE-ENGINEERED, PRE-FABRICATED TIMBER PACKAGE 1.0 LSUM $ 70,000.00 $ 70,000.00 FOR VESTAL DITCH 16 CONSTRUCTION SIGNS, A 2.0 EACH $ 251.64 $ 503.28 17 TEMPORARY SILT FENCE 500.0 LFT $ 2.70 $ 1,350.00 18 CONSTRUCTION ENTRANCE 2.0 EACH $ 350.00 $ 700.00 TOTAL FOR 131ST STREET PEDESTRIAN BRIDGE OVER THE VESTAL DITCH I $ 159,959.28 PART 3 CONTRACT ITEMS AND UNIT PRICES (This Part to be used only for bidding on Unit Price Contracts for the Contract Items shown) BID DATE'. 10/03/07 REVISIONS RECEIVED: 1 PROJECT: 131ST STREET PEDESTRIAN BRIDGE OVER THE MITCHENER DITCH ESTIMATED TOTAL PRICE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE FOR ITEM 19 CONSTRUCTION ENGINEERING FOR THE MITCHENER DITCH 1.0 LS $ 3,888.00 $ 3,888.00 20 MOBILIZATION/DEMOBILIZATION FOR THE MITCHENER DITCH 1.0 LS $ 11,089.99 $ 11,089.99 21 CLEARING OF RIGHT OF WAY FOR THE MITCHENER DITCH 1.0 LS $ 300.00 $ 300.00 22 PAVED SIDE DITCH, REMOVE 10.0 LFT $ 15.00 $ 150.00 23 EXCAVATION, COMMON 15.0 CYS $ 100,00 $ 1,500.00 24 BORROW 893.0 CYS $ 5.00 $ 4,465.00 25 EXCAVATION,WATERWAY 28.0 CYS $ 20.00 $ 560.00 26 AGGREGATE FOR END BENTS 15.2 CYS $ 50.00 $ 760.00 27 COMPACTED AGGREGATE, NO. 53, BASE 105.0 TON $ 34.88 $ 3,662.40 28 HMA SURFACE, TYPE A 62.0 TON $ 106.06 $ 6,575.72 29 RIGHT OF WAY MARKER 6.0 EACH $ 486.00 $ 2,916.00 30 GEOTEXTILES 281.0 SYS $ 1.80 $ 505.80 31 RIPRAP, REVETMENT 196.0 TON $ 22.74 $ 4,457.04 32 SODDING 897.0 SYS $ 5.03 $ 4,511.91 33 PIPE, UNDERDRAIN, NON PERFORATED, 4 IN. 36.0 LFT $ 10.00 $ 360.00 34 OUTLET PROTECTOR, TYPE 2 1.0 EACH $ 500.00 $ 500.00 35 TIMBER PILE, DRIVEN 540.0 LFT $ 15.70 $ 8,478.00 36 TIMBER PEDESTRIAN BRIDGE, INSTALL FOR THE 1.0 LSUM $ 31,805.00 $ 31,805.00 MITCHENER DITCH 37 PRE-ENGINEERED, PREFABRICATED TIMBER PACKAGE FOR 1.0 LSUM $ 67,000.00 $ 67,000.00 THE MITCHENER DITCH 38 CONSTRUCTION SIGN,A _ 2.0 EACH $ 251.64 $ 503.28 39 TEMPORARY SILT FENCE 600.0 LFT $ 2.70 $ 1,620.00 38 CONSTRUCTION ENTRANCE 2.0 EACH $ 350.00 $ 700.00 TOTAL FOR 131ST STREET PEDESTRIAN BRIDGE OVER THE MITCHENER DITCH $ 156,308.14 PART 3 CONTRACT ITEMS AND UNIT PRICES (This Part to he used only for bidding on Unit Price Contracts for the Contract Items shown) BID DATE: 10/03/07 REVISIONS RECEIVED: 1 PROJECT: 131ST STREET PEDESTRIAN BRIDGES OVER THE VESTAL AND MITCHENER DITCHES INDIVIDUAL ESTIMATED COST AMOUNTS 131ST STREET PEDESTRIAN BRIDGE OVER THE VESTAL DITCH $ 159,959.28 131ST STREET PEDESTRIAN BRIDGE OVER THE MITCHENER DITCH $ 156,308.14 TOTAL BID AMOUNT FOR ENTIRE CONTRACT(IN FIGURES): $ 316,267.42 TOTAL BID AMOUNT FOR ENTIRE CONTRACT(IN WORDS): Three Hundred Sixteen Thousand Two Hundred Sixty Seven Dollars and Forty Two Cents BID AMOUNT INCLUDES ADDENDUM NO: 1 THIS IS A UNIT PRICE PROPOSAL QUANTITIES SHOWN ARE ESTIMATED, ACTUAL QUANTITIES AS MEASURED BY THE ENGINEER'S OFFICE WILL BE UTILIZED Cost for all work items that do not have a pay item should be included in the unit prices of the above pay items PART 3 CONTRACT ITEMS AND UNIT PRICES /This Part to be used only for Bidding on Unit Price Contracts for the Contract Items shown) Project: 131s' Street Pedestrian Bridge over the Vestal Ditch Prices In Figures Contract Description/ Estimated Unit Total Price Item No. Quantity Price for Item 1 Construction Engineering for the Vestal Dt. 1 LSUM 2 Mobilization/Demobilization for the Vestal Dt. I LSUM 3 Clearing of Right of Way for the Vestal Dt. I LSUM 4 Excavation, Common 20.0 CYS 5 Borrow 294.0 CYS 6 Aggregate For End Bents 13.8 CYS 7 Compacted Aggregate, No. 53, Base 74.0 TON 8 HMA Surface, Type A 44.0 TON 9 Right of Way Marker 4.0 EACH 10 Geotextiles 292.0 SYS I 1 Riprap,Revetment 200.0 TON 12 Mulched Seeding,Type R 496.0 SYS 13 Timber Pile, Driven 540 LET 14 Timber Pedestrian Bridge, Install for the 1 LSUM Vestal Dt. 15 Pre-engineered, Pre-fabricated Timber 1 LSUM Package for the Vestal Dt. 16 Construction Signs, A 2 EACH 17 Temporary Silt Fence 500 LET 18 Construction Entrance 2 EACH Total For 131st Street Pedestrian Bridge over the Vestal Ditch I $ BID-4 PART 3 CONTINUED CONTRACT ITEMS AND UNIT PRICES [This Part to he used only for Bidding on Unit Price Contracts for the Contract Items shown/ Project: 13I" Street Pedestrian Bridge over the Mitchener Ditch Prices In Figures Contract Description/ Estimated Unit Total Price Item No. Quantity Price for Item 19 Construction Engineering for the Mitchener Dt. 1 LSUM 20 Mobilization/Demobilization for the Mitchener Dt. 1 LSUM 21 Clearing of Right of Way for the Mitchener Dt. I LSUM 22 Paved Side Ditch,Remove 10.0 LFT 23 Excavation, Common 15.0 CYS 24 Borrow 893.0 CYS 25 Excavation, Waterway 28.0 CYS 26 Aggregate For End Bents 15.2 CYS 27 Compacted Aggregate,No. 53, Base 105.0 TON 28 HMA Surface, Type A 62.0 TON 29 Right of Way Marker 6.0 EACH 30 Geotextiles 281.0 SYS 31 Riprap, Revetment 196.0 TON 32 Sodding 897.0 SYS 33 Pipe, Underdrain, Non Perforated, 4 in. 36.0 LFT 34 Outlet Protector, Type 2 1.0 EACH 35 Timber Pile,Driven 540 LFT 36 Timber Pedestrian Bridge, Install for the 1 LSUM Mitchener Dt. 37 Pre-engineered, Pre-fabricated Timber Package for 1 LSUM the Mitchener Dt. 38 Construction Signs, A 2 EACH 39 Temporary Silt Fence 600 LFT 40 Construction Entrance 2 EACH Total For 131" Street Pedestrian Bridge over the Mitchener Ditch I $ BID-5 PART 3 CONTINUED CONTRACT ITEMS AND UNIT PRICES [This Part to be used only for Bidding on Unit Price Contracts for the Contract Items shown] Project: 131st Street Pedestrian Bridges over the Vestal and Mitchener Ditches Individual Estimated Cost Amount 131St Street Pedestrian Bridge over the Vestal Ditch $ l3151 Street Pedestrian Bridge over the Mitchener Ditch $ Total Bid Amount For Entire Contract (in figures): Total Bid Amount For Entire Contract (in words): Bid Amount includes Addendum No: This is a Unit Price Proposal Quantities shown are estimated, actual quantities as measured by the Engineer's office will be utilized Costs for all work items that do not have a pay item should be included in the unit prices of the above pay items BID-6 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 September 28, 2007 BID-7 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 B1D-8 BIDDER'S ITEMIZED PROPOSAL AND DECLARATIONS City of Carmel Instructions To Bidders: This form shall be utilized by all Bidders, Except as otherwise specifically provided, all Parts shall be fully and accurately filled in and completed and notarized Project: 1316f Street Pedestrian Bridges over the Vestal and Mitchener Ditches Proposal For Construction of: 131" Street Pedestrian Bridges over the Vestal and Mitchener Ditches including approach paved pathways, and grade work. Date: October 3 , 2007 To: City of Carmel,Indiana,Board of Public Works and Safety BID-1 PART 1 BIDDER INFORMATION (Print) 1.1 Bidder Name: Patterson - north , Inc . 1.2 Bidder Address: Street Address: 5745 Progress Drive City:Indianapolis State: IN zip: 46241 Phone: 317-243-6104 Fax: 317-243-6398 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 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 bx estimate(� unit quantities for sucl}Contract Items,total FLAG. Wuabiab Five T1aaKdlp i\ Sa no MUD e1/411411 -Sn x s o "%go —Dollars ($ `98(0 ,311 ). The Bidder acknowledges that evaluation of the lowest Bid shalMe baled 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 [This Part to be used only for Bidding on Unit Price Contracts for the Contract Items shown] Project: 1315' Street Pedestrian Brid e over the Vestal Ditch Prices In Figures Contract Description/ Estimated Unit Total Price Item No. Quantity Price for Item Construction Engineering for the Vestal Dt. 1 LSUM n/a 3 , 000 .00 2 Mobilization/Demobilization for the Vestal Dk 1 LSUM n/a 1 6 , 800 . 00 3 Clearing of Right of Way for the Vestal Dt. 1 LSUM n/a 3 ,924 . 00 4 Excavation,Common 20.0 CYS 90 . 00 1 ,800 . 0 0 5 Borrow - 294.0 CYS 4 to 12 4 : if . Aggregate For End Bents 138CYS • • 00 1 242 .00 Compacted Aggregate,No. 53, Base 74 0 TON 868 . 24 HMA Surface, Type A 440TON Right of Way Marker 40EACH 540 . 00 2 160 .00 Geotextiles 292 1 S 6 .00 • 1 Riprap,Revetment 200 • TON 60 .00 12 000 . 00 Mulched Seeding, Type R 1 Timber Pile, Driven 540 LFT 7• 1 • 2 7. ; • 1 14 Timber Pedestrian Bridge,Install for the 1 LSUM n/a 45 , 397 . 20 Vestal Dt. 15 he-engineered,Pre-fabricated Timber 1 LSUM n/a 81 , 363 . 60 Package for the Vestal Dt. 16 Construction Signs,A 2 EACH 240 . 00 480 . 00 17 Temporary Silt Fence 500 LET 4 . 80 2 ,400 . 00 18 Construction Entrance 2EACH , 200 . 00 2 , 400 . 00 Total For 131st Street Pedestrian Bridge over the Vestal Ditch I $ 241 ,727 .09 1 131 D-4 • PART 3 CONTINUED CONTRACT ITEMS AND UNIT PRICES [This Part to be used only for Bidding on Unit Price Contracts for the Contract Items.shown] Project: 131`i Street Pedestrian Bridge over the Mitchener Ditch Prices In Figures Contract Description/ Estimated Unit Total Price Item No. Quantity Price for Item 19 Construction Engineering for the Mitchener Dt. I LS UM n/n 3 , 000 .00 20 Mobil ization/Demobilization for the Mitchener Dt. 1LSUM n/a 16 , 800 . 00 2] Clearing of Right of Way for the Mitchener Dt. 1LSUM n/a 5 , 034 .00 22 Paved Side Ditch, Remove 10.0 LFT 1 2 .00 1 20 .00 23 Excavation, Common 15.0 CYS 90. 00 1 . 350 .00 24 Borrow 893.0 CYS 36 . 0032 , 148,00 25 Excavation, Waterway 28.0 CYS 30 .00_ 840 . 0 ) 26 Aggregate For End Bents 15.2 CYS q0 00 1 , 368 Jr.) 27 Compacted Aggregate, No. 53, Base 105.0 TON 38 . 76 4 , 069 . 8 ) 28 HMA Surface, Type A 62.0 TON-117 . 84 7, 306 . Od 29 Right of Way Marker 6A EACH 540 . 00 3, 240 .00 30 Geotextiles 281.0 SYS 6 . 00 1 , 686 . 0 ) 31 Riprap, Revetment 196.0 TON 60 .0011 , 7 6 0 . 0 ) 32 Sodding 897.0 SYS 9 . 41 8, 4 38 . 9 3 33 Pipe, Underdrain, Non Perforated, 4 in. 36.0 LFT '18 .00_ 648 .03 34 Outlet Protector,Type 2 1.0 EACH 24 . 00 24 . 0) 35 Timber Pile, Driven 540LET 79 . 2042 , 768 . 0 ) 36 Timber Pedestrian Bridge, Install for the I LSUM n/a 40 , 957 . 2 ) Mitchener Dt. 37 Pre-engineered, Pre-fabricated Timber Package for 1 LSUM n/a 7 6 ,941 . 6 the Mitchener Dt. 38 Construction Signs, A 2 EACH 240 . 0C 480 .0) 39 Temporary Silt Fence 600 LFT 4 .80 2 , 880 .0) 40 Construction Entrance 2 EACH , 200 .00 2 , 400 . 30 Total For 131" Street Pedestrian Bridge over the Mitchener Ditch I $264 , 259 .66 BID-S PART 3 CONTINUED CONTRACT ITEMS AND UNIT PRICES [This Part to be used only for Bidding on Unit Price Contracts for the Contract Items shown] Project: 131st Street Pedestrian Bridges over the Vestal and Mitchener Ditches Individual Estimated Cost Amount 130 Street Pedestrian Bridge over the Vestal Ditch $ 241 t12i .°d 131st Street Pedestrian Bridge over the Mitchener Ditch $ 24411-S9 , e� Total Bid Amount For Entire Contract(in figures): t S O5 9€(43.12 Total Bid Amount For Entire Contract(in words): Bid Amount includes Addendum No: 1 09-23-07 `` This is a Unit Price Proposal Five. Ho,\bT b F +9E Te�Etysal�.1•p Quantities shown are estimated, actual y quantities as measured by the Engineer's l Kit`�� 4%Jt, 1, li tC��+r1- !� office will be utilized q,ap f cc, -Do S Costs for all work items that do not have a pay item should be included in the unit prices of the above pay items • Jf ...i BID-6 • 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 #� September 28, 2007 ■ BID-7 PART S EXCEPTTIONS 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: 1 . Driving piles can only occur if overhead power lines are moved. For schedule this needs to happen in a timely fashion. 2 . Item#12 clarified by our landscaper as type "R" is an INDOT road side seeding. No special grading and/or maintenance is include. 3 . Item#32 sodding we have included fine grade and water for 30 days . No other maintenance is included. BID-8 PART 1 BIDDER INFORMATION (Print) T- C. C k1 1.1 Bidder Name: IRISLEt- oNS new cree)J c& 1.2 Bidder Address: Street Address: ( 'o2- S. BC- ITOR,0 51 (P.D. 304.2i I o3 City: J.JJDPLS State: Zip: 46 7.2./ Phone: 317- L394.LS 1 Fax: 30-635. 64 Z.6 1.3 Bidder is a/an [mark one] Individual Partnership VlndianaCorporation 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 BIDDER'S ITEMIZED PROPOSAL AND DECLARATIONS City of Carmel Instructions To Bidders: _ . This form shall be utilized by all Bidders. Except as otherwise specifically provided, all Parts shall be fully and accurately filled in and completed and notarized. Project: 131st Street Pedestrian Bridges over the Vestal and • Mitchener Ditches Proposal For Construction of: 1315' Street Pedestrian Bridges over the Vestal and Mitchener Ditches including approach paved pathways, and grade work. Date: (�� 3, 0 7 To: City of Carmel, Indiana, Board of Public Works and Safety BID-1 PART 2 BID PROPOSAL 2.I 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 uantities for such Contract Items, total cf_ -411'7 B! " Dollars ($ 357,asa. 6.2. ). The Bidder acknowledges that evaluation of the lowest Bid shall be based on such price and further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates solely for the purpose of Bid evaluation and Contract award, and are not to be construed as exact or binding. The Bidder further understands that all Work which may result on the Contract shall be compensated for on a Unit Price basis and that the OWNER and ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to be performed or furnished under the Contract. BID-3 PART 3 CONTRACT ITEMS AND UNIT PRICES [This Part to be used only for Bidding on Unit Price Contracts for the Contract Items shown] Project: 131' Street Pedestrian Bridge over the Vestal Ditch Prices In Figures Contract Description/ Estimated Unit Total Price Item No. Quantity Price for Item 1 Construction Engineering for the Vestal Dt. 1 LSUM . 2 Mobilization/Demobilization for the Vestal Di, 1 LSUM • - 3 Clearing of Right of Way for the Vestal Dt. 1 LSUM 4 Excavation, Common 20.0 CYS 5 Borrow ` 294.0 CYS 6 Aggregate For End Bents 13.8 CYS 7 Compacted Aggregate No. 53, ase 74.0 TON 8 HMA Surface, Type A N\ 44.0 TON 9 Right of Way Marker 4.0 EACH 10 Geotextiles 292.0 SYS 11 Riprap, Revetment 200.0 TON 12 Mulched Seeding, Type R 496.0 SYS • 13 Timber Pile, Drive 540 LET 14 Timber Pedestrian Bridge,Install for the Vestal Dt. 1 LSUM 15 Pre-engineered, Pre-fabricated Timber Package for 1 LSUM the Vestal Dt. Total For 131St Street Pedestrian Bridge over the Vestal Ditch I $ BID-4 PART 3 CONTRACT ITEMS AND UNIT PRICES (''his Purl to be used only for Bidding on Unit Price Contracts for the Contract Items shown] Project: 131" Street Pedestrian Bridge over the Vestal Ditch Prices In Figures Contract Description/ Estimated Unit Total Price Item No. Quantity Price for Item I Construction Engineering for the Vestal Dt. I LSUM 3(t9O.00 3 I 00 . 00 2 Mobilization/Demobilization for the Vestal Dt. I LSUM 7500,a) 7500 , 170 3 Clearing of Right of Way for the Vestal Dt. 1 LSUM 4-.500.03 4500,00 4 Excavation, Common 20.0 CYS -30.CO ( w.00 5 Borrow 294.0 CYS 24.00 7056.00 6 Aggregate For End Bents 13.8 CYS 42, 00 579.4.0 7 Compacted Aggregate,No. 53, Base 74.0 TON S.00 aTI0.CO 8 HMA Surface, Type A 44.0 TON /20,00 5z,80,00 9 Right of Way Marker 4.0 EACH 4.75.cc) 19C0,00 10 Geotextiles 292.0 SYS 4.00 /1 4.8,Oo I 1 Riprap, Revetment 200.0 TON V 7,00 5'1(.00.CO 12 Mulched Seeding,Type R 496.0 SYS 2,7S t 3to*,0O 13 Timber Pile, Driven 540 LFT 1040 S44C0.00 14 Timber Pedestrian Bridge, Install for the I LSUM Vestal Dt. 40,000.0 44000. 00 15 Pre-engineered, Pre-fabricated Timber 1 LSUM Package for the Vestal Dt. 80,000.00 6 000.00 16 Construction Signs, A 2 EACH 38S.oo 7o0,coo 17 Temporary' Silt Fence 500 LFT Soo 2 Ceo,00 18 Construction Entrance 2 EACH 1200.00 /200. 190 I Total For 131" Street Pedestrian Bridge over the Vestal Ditch I $ 170,837. bb BI D-4 PART 3 CONTINUED CONTRACT ITEMS AND UNIT PRICES [This Part to be used only for Bidding on Unit Price Contracts for the Contract Items shown] Project: 131'' Street Pedestrian Bridge over the Mitchener Ditch Prices In Figures Contract Description/ Estimated Unit Total Price Item No. Quantity Price for Item 19 Construction Engineering for the Mitchener Dt. 1 LSUM 3$oo4 3Roo.00 20 Mobilization/Demobilization for the Mitchener Dt. 1 LSUM 75:0,co 7500,on 21 Clearing of Right of Way for the Mitchener Dt. 1 LSUM 5ooaco SS, Cb 22 Paved Side Ditch, Remove 10.0 LFT zo.eo Zoo.cup 23 Excavation, Common 15.0 CYS 35.00 525.00 24 Borrow 893.0 CYS 2a o0 17,,860.00 25 Excavation, Waterway 28.0 CYS 2o.00 5720 26 Aggregate For End Bents 15.2 CYS [ 4,3R.40 27 Compacted Aggregate, No. 53, Base 105.0 TON 34..0b 3570.00 28 HMA Surface, Type A 62.0 TON (20.o0 744o.o0 29 Right of Way Marker 6.0 EACH 47Soa 282.60 30 Geotextiles 281.0 SYS 4. 00 //ve.co 31 Riprap, Revetment 196.0 TON 27. 00 51g2.00 32 Sodding 897.0 SYS L.50. 5830.50 33 Pipe, Underdrain, Non Perforated, 4 in. 36.0 LFT 20.c0o ?Z0.00 34 Outlet Protector, Type 2 1.0 EACH 600.00 (coo,cO 35 Timber Pile, Driven 540 LFT 10.00 5V00.coo 36 Timber Pedestrian Bridge, Install for the 1 LSUM Mitchener Dt. 35)0m.00 35,000.00 37 Pre-engineered, Pre-fabricated Timber Package for 1 LSUM the Mitchener Dt. -70,11.1Z. 769Q/ .12 38 Construction Signs, A 2 EACH 385.0° 770.co 39 Temporary Silt Fence 600 LFT 5.0o 30oo. oo 40 Construction Entrance 2 EACH j zc?or #.�4 00'00. Total For 130 Street Pedestrian Bridge over the Mitchener Ditch I $ ( 87 021.02 13 1D - 5 PART 3 CONTINUED CONTRACT ITEMS AND UNIT PRICES [This Part to be used only for Bidding on Unit Price Contracts for the Contract Items shown] Project: 1315[ Street Pedestrian Bridges over the Vestal and Mitchener Ditches Individual Estimated Cost Amount 1315" Street Pedestrian Bridge over the Vestal Ditch $ 1701 837. 60 1315" Street Pedestrian Bridge over the Mitchener Ditch $ j 87 (9Z(, 02, Total Bid Amount For Entire Contract (in figures): 357, 858.(oZ. Total Bid Amount For Entire Contract (in words): 5€. BEt/Du) - Bid Amount includes Addendum No: This is a Unit Price Proposal Quantities shown are estimated, actual quantities as measured by the Engineer's office will be utilized Costs for all work items that do not have a pay item should be included in the unit prices of the above pay items /WO Deep l-uD sr=Je IrAws09)M C 41- f(uWi)RCD t9UD 1 r-ry• C I(>NT 'too fOoaseS BID-6 PART 3 CONTINUED CONTRACT ITEMS AND UNIT PRICES [This Part to be used only for Bidding on Unit Price Contracts for the Contract Items shown] Project: 13151 Street Pedestrian Bridge over the Mitchener Ditch Prices In Figures Contract Description/ Estimated Unit Total Price Item No. . Quantity Price for Item 16 . . Construction Engineering for the Mitchener Dt. 1 LSUM 17 Mobilization/Demobilization for the Mitchener Dt. 1 LSUM 18 Clearing of Right of Way for the Mitchener Dt. 1 LSUM 19 Paved Side-Ditch, Remove 10.0 LFT 20 Excavation,.Common 15.0 CYS 21 Borrow 893.0 CYS 22 Excavation, Waterway 8.0 CYS 23 Aggregate For End Bents 1 .2 CYS 24 Compacted Aggregate, No. '3, Base 5.0 TON 25 HMA Surface, Type A 62.0 TON 26 Right of Way rker / 6.0 EACH 27 Geotextiles "JJI 281.0 SYS 28 Riprap, Revetment 196.0 TON 29 Sodding 897.0 SYS 30 'Pipe, Underdrain,•No Pe forated, 4 in. - .• , , .36.0 LFT • ;. - 31 Outlet Protector, Type _ 1.0 EACH 32 Timber:Pile, Driven 540 LFT 33 Timber Pedestrian Bridge, Install for the 1 LSUM Mitchener Dt. 34 Pre-engineered, Pre-fabricated Timber Package for 1 LSUM the Mitchener Dt. Total For 13151 Street Pedestrian Bridge over the Mitchener Ditch $ BID-5 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 i0. / cSDEPr 2e 07 BID-7 • 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: BID-8