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R-1390 - 09/09/2014 - PEDESTRIAN ACCESS - Resolutions RESOLUTION 2014-PED-ACCESS-CNSTRCT-R-1390 A RESOLUTION APPROVING AND AUTHORIZING THE AWARD AND EXECUTION OF A CONSTRUCTION CONTRACT WITH COPENHAVER CONSTRUCTION FOR PROJECT GI OF THE PEDESTRIAN ACCESS PROJECT WHEREAS, the Village desires to improve pedestrian and bicycle access to the Oakbrook Center and the hotels, offices, businesses, universities, and residential developments located adjacent to or near the Oakbrook Center through the implementation of 10 related infrastructure projects collectively known as the Pedestrian Access Project; and WHEREAS, as part of the Pedestrian Access Project, the Village solicited bids on August 8, 2014 to construct crosswalks, sidewalks, and lighted bollards on the south side 22nd Street on the Marriot Hotel and Regency Towers properties ("Project"); and WHEREAS, the Village received 4 bids for construction of the Project; and WHEREAS, Copenhaver Construction was the lowest responsive and responsible bidder to provide construction services for the Project in an amount not to exceed $119,686; and WHEREAS, the President and Board of Trustees have determined that it is in the best interests of the Village to award a construction contract to Copenhaver Construction for the Projects in substantially the form attached hereto as Exhibit A ("Agreement"); NOW THEREFORE, BE IT RESOLVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF OAK BROOK, DU PAGE AND COOK COUNTIES, ILLINOIS as follows: Section 1: Recitals. The foregoing recitals are hereby incorporated into, and made a part of, this Resolution as the findings of the President and Board of Trustees of the Village of Oak Brook. Section 2: Approval of Purchase. The purchase of construction services from Copenhaver Construction to construct the Project in a total amount not to exceed $119,686 shall be, and is hereby, approved. Section 3: Authorization and Execution of Agreements. The Village President and Village Clerk shall be, and hereby are, authorized to execute the Agreement between the Village and Copenhaver Construction after receipt of the final Agreement fully executed by Copenhaver Construction. Section 4: Effective Date. This Resolution shall be in full force and effect upon passage and approval in the manner provided by law. [SIGNATURE PAGE FOLLOWS] Resolution 2014-PED-ACCESS-CNSTRCT-R-1390 Award of Contract to Copenhaver Construction Page 2 of 3 APPROVED THIS 9th day of September, 2014. Gopal G. L ani Village President PASSED THIS 9tn day of September, 2014. Ayes: Trustees Adler, Baar, Manzo, Moy, Wolin, Yusuf Nays: None Absent: None ATTEST: 0 '110 �6w **;:_ ; r" 0 Charlotte K. Pruss a ' Village Clerk RI e° r -;tom r Y,5 �__(1 EST EXHIBIT A CONSTRUCTION CONTRACT #32523746_vi .-..t1rrC K *OT4ROUP Project Manual for: Village of Oak Brook Pedestrian Circulation Improvements- Stage 3 Oak Brook, Illinois August 8, 2014 221 W.Jefferson Avenue Prepared for: Naperville,Illinois 60540 630.961.1787 OF 0 g ir hitdicockdesigngroup.com �? s, 9 c _ CQUNr('�V Village of Oak Brook 1200 Oak Brook Road Oak Brook,Illinois 60523 In association with: Engineering Resource Associates, Inc. 3S 701 West Avenue,Suite 150 Warrenville,Illinois 60555 Planning tandscs OpeArrhltecvre PojeraWlpaakOakdrook,VillaaeoAPedesman GRWanon Area G,05:Dec imnonspraaucaf000007 Pro lea,ManualCover coa INTRODUCTORY INFORMATION TABLE OF CONTENTS INTRODUCTORY INFORMATION Table of Contents List of Drawings Notice to Bidders BIDDING REQUIREMENTS Instructions to Bidders Bid Form Schedule of Unit Prices Statement of Contractor's Qualifications References Bid Certification CONTRACTING REQUIREMENTS Contract Sexual Harassment Certificate Drug-Free Workplace Prevailing Wage Affidavit Certificate of Payroll Records Contract Bond GENERAL REQUIREMENTS Summary of Work and General Requirements SPECIFICATIONS Mobilization Pre-Construction Video Taping Traffic Control, Maintenance of Traffic, Detours Construction Layout, Staking and As-Builts Removal of Existing Pavement and Appurtances Concrete Curb and Gutter Concrete Sidewalk Detectable Warnings Decorative Concrete Paving Crosswalk Pavement Patching Thermoplastic Pavement Marking Sodding Light Bollard Complete Pedestrian Circulation Improvements TABLE OF CONTENTS 1 LIST OF DRAWINGS Graphic documents bound separately from the project manual entitled Village of Oak Brook, Pedestrian Circulation Improvements — Stage 3, dated August 8, 2014 are hereby made a part of the Contract Documents. The drawings include: Sheet Number Sheet Name 1 General Notes and Summary of Quantities 2 Site Preparation and Removals 3 Layout and Materials 4 Grading 5 Landscape and Striping 6 Construction Details 7 Electrical Pedestrian Circulation Improvements LIST OF DRAWINGS 1 NOTICE TO BIDDERS Posted on the Village website and published on August 8, 2014: The Village of Oak Brook will receive bids for: Pedestrian Circulation Improvements— Stage 3 Sealed bids will be received by Rania Serences, Senior Purchasing Assistant, Village of Oak Brook, 1200 Oak Brook Road, Oak Brook, IL 60523 until 11:00 A.M., Wednesday, August 27, 2014, prevailing time, and publicly opened in the Samuel E. Dean Board Room at that time. A complete bid package, of which this notice is a part, is available after 8 am on August 8, 2014 from Accurate Repro, Inc., 2368 Corporate Lane, Naperville, IL 60563, 630-428- 4433, www.hitchcockplanroom.com. A non-refundable fee equal to Accurate Repro, Inc.'s charge for printing the documents will be charged for each requested bid package. No bid shall be withdrawn after opening of bids without the consent of the Village of Oak Brook for a period of ninety (90) days after the scheduled time of opening bids. The Village of Oak Brook reserves the right to reject any or all bids and to waive any informalities in bidding and to accept the bid deemed most advantageous to it. Charlotte K. Pruss Village Clerk Pedestrian Circulation Improvements NOTICE TO BIDDERS 1 BIDDING REQUIREMENTS INSTRUCTIONS TO BIDDERS 1. RECEIPT OF BID: Wednesday, August 27, 2014, 11:00 A.M. 2. BASIS OF BID: Sealed bids will be received until the above noted time and date 3. PROJECT DESCRIPTION: Pedestrian Circulation Improvements— Stage 3 4. PREPARATION AND SUBMISSION OF BID: A. The bid must be delivered to the office of Rania Serences, Senior Purchasing Assistant, Village of Oak Brook, 1200 Oak Brook Road, Oak Brook, IL 60523 on or before Wednesday, August 27, 2014, at 11:00 A.M., prevailing time, at which time it will be publicly opened and read in the Samuel E. Dean Board Room of the Village Hall. Bids received after this time will not be considered and will be returned unopened. B. The bid shall be submitted on the exact form furnished. All blank spaces for bid price and unit costs must be filled in--in ink--in both words and figures (as stipulated). In case of any discrepancy in the amount proposed, the prices expressed in written words shall govern. C. A complete bid package must be submitted, including the following items: 1. Bid Form 2. Schedule of Unit Prices 3. Statement of Qualifications 4. References 5. Bid Certification 6. Bid Security D. The Contract and Contract Bond (Performance and Payment) are provided as information, and will be completed only upon acceptance of the bid by the Village. The surety company issuing the Contract Bond must be listed and approved by the U.S. Department of the Treasury. Letters of Credit will not be accepted in place of the Contract Bond. E. Separate sheets may be attached to the bid for the purpose of explanation, exception, and to qualify the unit prices, if needed. F. In submitting this bid, the contractor further declares that the only person or party interested in the bid as principals are those named herein, and that the bid is made without collusion with any other person, firm or corporation. Pedestrian Circulation Improvements INSTRUCTIONS TO BIDDERS 1 G. The contractor further declares that he has carefully examined this entire Bid ' Package and he has inspected in detail the site of the proposed work, and that he has familiarized himself with all of the local conditions affecting the contract and the detailed requirements of this work and understands that in making the bid he waives all rights to plead a misunderstanding regarding same. H. The contractor further understands and agrees that if his bid is accepted, he is to furnish and provide all necessary machinery, tools, apparatus, and other means to do all of the work and to furnish all of the materials specified in the contract, except such materials as are to be furnished by the owner (Village), in the manner and at the time therein prescribed, and in accordance with the requirements therein set forth. I. The contractor declares that he understands that the quantities listed on the Bid are approximate only and that they are subject to increase or decrease; and that he will take in full payment thereof the amount and the summation of the actual quantities, as fully determined by the Village. J. The contractor further agrees that the price submitted within the bid is for the purpose of obtaining a gross sum, and for use in computing the value of extras and deductions. If there is a discrepancy between the gross sum bid and that resulting from the summations of the quantities multiplied by the unit price, the latter shall apply. K. The contractor further agrees that if the Village decides to extend or shorten the work, or otherwise alter it by extras or deductions, including elimination of one or more of the items, as provided in the specifications, he will perform the work as altered, increased or decreased, at the contract unit price. L. The contractor further agrees that the Owner's representative may at any time during the progress of the work covered by this Contract, order other work or materials incidental thereto and that all such work and materials as do not appear in the bid or contract as a specific item covered by a unit price, and which are not included under the bid price for other items in the Contract, shall be performed as extra work, and compensation shall be as set forth in the specifications. M. The contractor further agrees to execute all documents within this Bid Package, obtain a Certificate of Insurance for this work and present all of these documents within fifteen (15) days after the receipt of the Notice of Award and the Contract by him. N. The contractor further agrees that he and his surety will execute and present within fifteen (15) days after the receipt of the Notice of Award and the Contract, a Contract bond satisfactory to and in the form prescribed by the Village, in the penal amount of 100% of the Contract amount, guaranteeing the faithful performance of Pedestrian Circulation Improvements INSTRUCTIONS TO BIDDERS 2 the work and payment for labor, material supplies, and subcontractors in accordance with the terms of the Contract. O. The contractor further agrees to begin work not later than ten (10) days after receipt of the Notice to Proceed, unless otherwise provided, and to execute the work in such a manner and with sufficient materials, equipment and labor as will insure its completion within the time limit specified within the Bid, it being understood and agreed that the completion within the time limit is an essential part of the contract. P. By submitting a Bid, the contractor understands and agrees that, if his bid is accepted, and he fails to enter into a contract forthwith, he shall be liable to the Village for any damages the Village may thereby suffer. Q. No bid will be considered unless the party offering it shall furnish evidence satisfactory to the Village that he has necessary facilities, ability and pecuniary resources to fulfill the conditions of the Contract. R. If the contractor is in doubt as to the true meaning of any part of the plans, specifications or other proposed contract documents, he may submit to the Public Works Director a written request for an interpretation thereof. The person submitting the request will be responsible for its prompt delivery. Any interpretation of the documents will be made only by addendum duly issued by the Village. The Village will not be responsible for any other explanation or interpretation of the Bid Package. 5. SUBSTITUTIONS: A. Certain materials and equipment are specified by a manufacturer or trade name to establish standards of quality and performance and not for the purpose of limiting competition. Bidders are invited to submit bids not only on named items but also on items which they propose for substitution of named items. Products of other manufacturers may be substituted, if, in the opinion of the Village, they are equal to those specified in quality, performance, design and suitability for intended use. Where two or more items are specified, the selection among those specified is the bidder's option, or he may submit his bid on all such items. B. Bids shall be based on materials included in the specifications. Substitutions for the purpose of evaluating bids will be considered only if proposed substitutions are set forth in the sealed bid and will only be accepted prior to the award of the contract. The offer of substitutions shall be an integral part of the bid, appearing immediately after all requested bids and before the signature of the bidder. C. Substitutions of materials other than those specified will not be considered in the base bid price. Pedestrian Circulation Improvements INSTRUCTIONS TO BIDDERS 3 D. In addition to the requirements heretofore mentioned, in order for substitutions to . qualify for consideration, the following shall accompany each bid: 1. Each proposed substitution shall be itemized showing manufacturer name, catalog number, quantity, unit cost and total cost. The bidder shall prepare the necessary forms to list his substitutions in the manner outlined. 2. Each bid offering substitutions shall be accompanied by descriptive literature, catalog data, complete technical specifications and reports of all pertinent tests concerning the bidder's proposed substitutions. 6. BASIS OF AWARD: The Village of Oak Brook reserves the right to reject any or all bids and to waive any informality or technical error and to accept any bid deemed most favorable to the interests of the Village of Oak Brook. In addition to price, the Village will consider: A. Ability, capacity and skill to fulfill the contract as specified. B. Ability to supply the commodities, provide the services or complete the construc- tion promptly, or within the time specified, without delay or interference. C. Character, integrity, reputation, judgment, experience and efficiency. D. Quality of performance on previous contracts. E. Previous and existing compliance with laws and ordinances relating to the con- tract. F. Sufficiency of financial resources. G. Quality, availability and adaptability of the commodities, services or construction, in relation to the Village's requirements. H. Ability to provide future maintenance and service under the contract. I. Number and scope of conditions attached to the bid/proposal. J. Record of payments for taxes, licenses or other monies due the Village. 7. CONDITIONS: The Village is exempt from Federal excise tax (#36-600-9534) and the Illinois Retailer's Occupation Tax (#E9997-4381-06). This bid cannot include any amounts of money for these taxes. Pedestrian Circulation Improvements INSTRUCTIONS TO BIDDERS 4 8. WARRANTY: As outlined and described in the General Requirements. 9. PAYMENT: The Village of Oak Brook authorizes the payment of invoices on the second and fourth Tuesday of the month. For consideration on one of these dates, payment request must be received no later than fourteen (14) days prior to the second or fourth Tuesday of the month. 10.INDEMNIFICATION: The Contractor shall protect, indemnify, save, defend and hold forever harmless the Village and/or its officers, officials, employees, volunteers and agents from and against all liabilities, obligations, claims, damages, penalties, causes of action, costs and expenses, including without limitation court costs, insurance deductibles and attorney's fees and expenses, which the Village and/or its officers, officials, employees, volunteers and agents may incur, suffer or sustain, or for which the Village and/or its officers, employees and agents may become obligated by reason for any accident, injury to or death of persons or loss of or damage to property, or civil and/or constitutional infringement of rights (specifically including violations of the Federal Civil Right Statutes), arising indirectly or directly in connection with or under, or as a result of, this or any Agreement by virtue of any act or omission of any of the Contractor's officers, employees, subcontractors, and/or agents, provided that the Contractor shall not be liable for claims, obligations, damages, penalties, causes of action, costs and expenses arising solely by any act or omission of the Village's officers, officials, employees, volunteers and/or agents. The contractor shall hold the Village harmless for any and all claims for labor, material, apparatus, equipment, fixtures or machinery furnished to the contractor for the purpose of performing the work under the contract; and the payment of all direct and indirect damages to any person, firm, company or corporation suffered or sustained on account of the performance of such work during the time the contract is in force. 11.INSURANCE: Certificates of Insurance shall be presented to the Village within fifteen (15) days after the receipt by the contractor of the Notice of Award and the unexecuted contract, it being understood and agreed that the Village will not approve and execute the contract until acceptable insurance certificates are received and approved by the Village. Each contractor performing any work pursuant to a contract with the Village of Oak Brook and each permittee working under a permit as required pursuant to the Pedestrian Circulation Improvements INSTRUCTIONS TO BIDDERS 5 provisions of Title 1 of Chapter 8 of the Code of Ordinances of the Village of Oak Brook (hereinafter referred to as "Insured") shall be required to carry such insurance as specified herein. Such contractor and permittee shall procure and maintain for the duration of the contract or permit insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work under the contract or permit, either by the contractor, permittee, or their agents, representatives, employees or subcontractors. A contractor or permittee shall maintain insurance with limits no less than: A. General Liability - $2,000,000 combined single limit per occurrence for bodily injury, personal injury and property damage, provided that when the estimated cost of the work in question does not exceed $5,000, the required limit shall be $500,000; B. Automobile Liability (if applicable) - $1,000,000 combined single limit per accident for bodily injury and property damage; C. Worker's Compensation and Employer's Liability - Worker's Compensation limits as required by the Labor Code of the State of Illinois and Employer's Liability limits of $1,000,000 per accident. Any deductibles or self-insured retention must be declared to and approved by the Village. At the option of the Village, either the insurer shall reduce or eliminate such deductible or self-insured retention as respects the Village, its officers, officials, employees and volunteers; or the Insured shall procure a bond guaranteeing payment of losses and related investigations, claim administration and defense expenses to the extent of such deductible or self-insured retention. The policies shall contain, or be endorsed to contain, the following provisions: D. General Liability and Automobile Liability Coverage - 1) The Village, its officers, officials, employees and volunteers are to be covered as additional insureds as respects: liability arising out of activities performed by or on behalf of the Insured; premises owned, occupied or used by the Insured. The coverage shall contain no special limitations on the scope of protection afforded to the Village, its officers, officials, employees, volunteers, or agents. 2) The Insured's insurance coverage shall be primary insurance as respects the Village, its officers, officials, employees, volunteers and agents. Any insurance or self-insurance maintained by the Village, its officers, officials, employees, volunteers or agents shall be in excess of the Insured's insurance and shall not contribute with it. Pedestrian Circulation Improvements INSTRUCTIONS TO BIDDERS 6 3) Any failure to comply with reporting provisions of the policies shall not affect • coverage provided to the Village, its officers, officials, employees, volunteers or agents. 4) The Insured's insurance shall apply separately to each covered party against whom claim is made or suit is brought except with respect to the limits of the insurer's liability. E. Worker's Compensation and Employer's Liability Coverage The policy shall waive all rights of subrogation against the Village, its officers, officials, employees, volunteers and agents for losses arising from work performed by the insured for the Village. Each insurance policy shall be endorsed to state that coverage shall not be suspended, voided, canceled by either party, reduced in coverage or in limits except after thirty (30) days prior written notice by certified mail has been given to the Village. Each insurance policy shall name the Village, its officers, officials and employees, volunteers and agents as additional Insureds. Insurance is to be placed with insurers with a Best's rating of no less than A: VII. Each Insured shall furnish the Village with certificates of insurance and with original endorsements effecting coverage required by this provision. The certificate and endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. The certificates and endorsements are to be on forms approved by the Village and shall be subject to approval by the Village Attorney before work commences. The Village reserves the right to require complete, certified copies of all required insurance policies, at any time. Each insured shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the requirements stated herein. 12.SAFETY: The contractor and any subcontractors shall comply with all the provisions of the Federal Occupational Safety and Health Act of 1970 (84 Stat. 1590), as amended. 13.EQUAL OPPORTUNITY: The Contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, ancestry, national origin, place of birth, age or handicap unrelated to bona fide occupational qualifications. Pedestrian Circulation Improvements INSTRUCTIONS TO BIDDERS 7 14.PREVAILING RATE OF WAGES: All wages paid by the Contractor and each subcontractor shall be in compliance with The Prevailing Wage Act (820 ILCS 130), as amended, except where a prevailing wage violates a federal law, order, or ruling, the rate conforming to the federal law, order, or ruling shall govern. The Contractor shall be responsible to notify each subcontractor of the wage rates set forth in this contract and any revisions thereto. If the Department of Labor revises the wage rates, the revised rate as provided by the public body shall apply to this contract and the Contractor will not be allowed additional compensation on account of said revisions. Contractor will comply with the Illinois prevailing wage law, as amended from time to time. Not less than the prevailing rate of wages as found by Owner or the Illinois Department of Labor shall be paid to all laborers, workers and mechanics performing work under the Contract. If the Department of Labor revises the prevailing rate of wages to be paid laborers, workers or mechanics under the Contract, Owner will notify Contractor and each Subcontractor of the change in the prevailing rate of wages; provided, however, regardless of whether Owner gives such notice, the revised prevailing rate of wages shall apply to the Contract and Contractor shall have the sole responsibility and duty to pay, and ensure that all Subcontractors pay, the revised prevailing rate of wages to each person to whom a revised rate is applicable. Revision of the prevailing wages shall not result in an increase in the Contract sum or other cost to Owner. Contractor shall indemnify, defend and hold Owner harmless from any loss, including but not limited to Owner's attorneys fees, resulting from Contractor's failure to comply with this prevailing wage clause. All bonds applicable to the Contract shall include a provision as will guarantee the faithful performance of the obligation to pay the prevailing rate of wages. The Contractor and each subcontractor shall make and keep, for a period of not less than 3 years, records of all laborers, mechanics, and other workers employed by them on the project; the records shall include each worker's name, address, telephone number when available, social security number, classification or classifications, the hourly wages paid in each period, the number of hours worked each day, and the starting and ending times of work each day. The Contractor and each subcontractor shall submit monthly, in person, by mail, or electronically a certified payroll to the public body in charge of the project. The certified payroll shall consist of a complete copy of the records. The certified payroll shall be accompanied by a statement signed by the contractor or subcontractor which states that: (i) such records are true and accurate; (ii) the hourly rate paid to each worker is not less than the general prevailing rate of hourly wages required; and (iii) the contractor or subcontractor is aware that filing a certified payroll that he or she knows to be false is a Class B misdemeanor. Upon 2 business days' notice, the contractor and each subcontractor shall make available for inspection the records to the public body in charge of the project, its Pedestrian Circulation Improvements INSTRUCTIONS TO BIDDERS 8 officers and agents, and to the Director of Labor and his deputies and agents at all reasonable hours at a location within this State. The Contractor and each subcontractor shall permit his/her employees to be interviewed on the job, during working hours, by compliance investigators of the Department or the Department of Labor. 15.EMPLOYMENT OF ILLINOIS WORKERS DURING PERIODS OF EXCESSIVE UNEMPLOYMENT: The Contractor shall comply with all Illinois statutes pertaining to the selection of labor. Whenever there is a period of excessive unemployment in Illinois, which is defined herein as any month immediately following 2 consecutive calendar months during which the level of unemployment in the State of Illinois has exceeded 5 percent as measured by the United States Bureau of Labor Statistics in its monthly publication of employment and unemployment figures, the Contractor shall employ only Illinois laborers. "Illinois laborer" means any person who has resided in Illinois for at least 30 days and intends to become or remain an Illinois resident. Other laborers may be used when Illinois laborers as defined herein are not available, or are incapable of performing the particular type of work involved, if so certified by the Contractor and approved by the Municipality. The Contractor may place no more than 3 of his regularly employed non-resident executive and technical experts, who do not qualify as Illinois laborers, to do work encompassed by this Contract during a period of excessive unemployment. This provision applies to all labor, whether skilled, semi-skilled or unskilled, whether manual or non-manual. 16.COPIES OF DOCUMENTS: The number of copies of Contract and Bond required to be executed is as follows: a) Two (2) original counterparts of the Contract documents will be required to be executed. 17.EXECUTION OF DOCUMENTS: The Contractor, in signing his Bid on the whole or on any portion of the work, shall conform to the following requirements: A Bid signed by an individual other than the individual represented in the Bid documents shall have attached thereto a power of attorney evidencing authority to sign the Bid in the name of the person for whom it is signed. Pedestrian Circulation Improvements INSTRUCTIONS TO BIDDERS 9 A bid signed for a partnership shall be signed by all of the partners or by an attorney-in- fact. If signed by an attorney-in-fact, there shall be attached to the Bid a power of attorney evidencing authority to sign the bid, executed by the partners. A bid signed for a corporation, shall have the correct corporate name thereof and the signature of the President or other authorized officer of the corporation manually written below the corporate name. If such Bid is manually signed by an official other than the President of the Corporation, a certified copy of a resolution of the board of directors evidencing the authority of such official to sign the Bid should be attached to it. Such Bid shall also bear the attesting signature of the Secretary of the corporation and the impression of the corporate seal. The Contract shall be deemed as have been awarded when formal notice of award shall have been duly served upon the intended awardee. 18.NON-DISCRIMINATING: The Vendor, its employees and subcontractors, agrees not to commit unlawful discrimination and agrees to comply with applicable provisions of the Illinois Human Rights Act, the U.S. Civil Rights Act and Section 504 of the Federal Rehabilitation Act, and rules applicable to each. 19.INDEPENDENT CONTRACTOR: There is no employee/employer relationship between the CONTRACTOR and the VILLAGE. CONTRACTOR is an independent contractor and not the VILLAGE'S employee for all purposes, including, but not limited to, the application of the Fair Labors Standards Act minimum wage and overtime payments, Federal Insurance Contribution Act, the Social Security Act, the Federal Unemployment Tax Act, the Worker's Compensation Act (820 ILCS 305/1, et seq.). The VILLAGE will not (i) provide any form of insurance coverage, including but not limited to health, worker's compensation, professional liability insurance, or other employee benefits, or (ii) deduct any taxes or related items from the monies paid to CONTRACTOR. The performance of the services described herein shall not be construed as creating any joint employment relationship between the CONTRACTOR and the VILLAGE, and the VILLAGE is not and will not be liable for any obligations incurred by the CONTRACTOR, including but not limited to unpaid minimum wages and/or overtime premiums, nor does there exist an agency relationship or partnership between the VILLAGE and the CONTRACTOR. 20.ASSIGNMENT: Neither the VILLAGE nor the CONTRACTOR shall assign or transfer any rights or obligations under this Agreement without the prior written consent of the other party, which consent shall not be unreasonably withheld. Pedestrian Circulation Improvements INSTRUCTIONS TO BIDDERS 10 21.GOVERNING LAW: This Agreement shall be governed by the laws of the State of Illinois as to interpretation, performance and enforcement. The forum for resolving any disputes concerning the parties' respective performance or failure to perform under this Agreement shall be the Circuit Court for the Eighteenth Judicial Circuit, DuPage County, Illinois. Pedestrian Circulation Improvements INSTRUCTIONS TO BIDDERS 11 BID FORM Pedestrian Circulation Improvements 1. COST OF WORK: The undersigned, acting for and on behalf of contractor and having familiarized himself with conditions affecting the cost of the work and its performance and having carefully examined and fully understood the entire bid package, hereby affirms and agrees to enter into a contract with the Village of Oak Brook, Oak Brook, IL. To provide all supervision, labor, material, equipment and all other expense items to completely perform the work covered by all specifications for the work. Having read the Specifications and examined the Drawings entitled: Pedestrian Circulation Improvements —Stage 3 The undersigned submits herewith his bid for the indicated item as follows: Prepared by Hitchcock Design Group for the construction of said Project and having also received, read, and taken into account all ADDENDA thereto as follows: ** (LIST IN "NE FOLLOWING SPACES, THE NUMBER OF AND DATE OF EACH ADDENDUM RECEIVED.) ADDENDUM NOS.: r\--1514 and having inspected the site and the conditions affecting and governing the construction of the Project Work, the undersigned proposes to furnish all material and perform all labor, as specified and described in the Specifications and as shown in the Drawings, for the following stipulated sums: (ENTER AMOUNTS FROM SCHEDULE OF PRICES) TOTAL MATERIALS AND LABOR FOR THE SUM OF: b Y 1,WVI rPO rinh-QIui-H7-)0u5c4 S I K r' DOLLA S ($ HUB d� l The Village of Oak Brook reserves the right to reject any or all bids and to waive any informalities in bidding and to accept the bid deemed most advantageous to it. D , Pedestrian Circulation Improvements BID FORM 1 a 2. COSTS: The undersigned contractor hereby affirms and states the ,prices quoted herein constitute the total cost to the Village for all work involved in the respective items and that this cost also includes all insurance, royalties, transportation charges, use of all tools and equipment, superintendence, overhead expense, all profits and all other work, services and conditions necessarily involved in the work to be done and materials to be furnished in accordance with the requirements of the contract. documents considered severally and collectively. This bid shall be held valid for a period of ninety (90) days after the bid due date. 3. INSTRUCTIONS: The undersigned contractor shall comply with all provisions and requirements of this Bid Package. 4. TIME OF COMPLETION: The undersigned affirms and declares that if awarded the contract for this work he will completely perform said contract in strict accordance with its terms and conditions by November 21, 2014, unless additional time shall be granted by the Village in accordance with the provisions of the specifications. Should the contractor fail to complete the work by said date or within such extended time as may have been allowed, the contractor shall be liable to the Village in the amount set forth in the specifications. 5. BID SECURITY: Attached to this Proposal is a bid bond, certified check, or cashier's check for 10% of the total Base Bid made payable to the Village of Oak Brook. Insert�am unt� r d�t- (� �� (X b ( DOLLARS 1 ($ l* If this Proposal is accepted and the Bidder fails to execute a Contract with the Own- er, the full amount of the security will be forfeited to the Owner as payment of dam- age due to delay. If this Proposal is not accepted, the security will be returned to the Bidder within 30 days of the execution of the Contract with the successful Bidder. • Pedestrian Circulation Improvements BID FORM 2 • THE AMERICAN INSTITUTE OF ARCHITECTS AlA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS,THAT WE Copenhaver Construction, Inc. 75 Koppie Drive,Gilberts, IL 60136 as Principal,hereinafter called the Principal,and Great American Insurance Company 1515 Woodfield Road. Schaumburg, IL 60173 ' a corporation duly organized under the laws of the State of OH as Surety,hereinafter called the Surety,are held and firmly bound unto Village of Oak Brook 1200 Oak Brook Rd, Oak Brook,IL 60523 as Obligee,hereinafter called the Obligee,in the sum of Ten Percent of Amount Bid Dollars($ 10% ), for the payment of which sum well and truly to be made,the said Principal and the said Surety, bind ourselves,our heirs, executors,administrators,successors and assigns,jointly and severally,firmly by these presents. WHEREAS,the Principal has submitted a bid for Pedestrian Circulation Improvemnts-Pavement,sidewalk and curb removal and replacement.landscaping,installation of a retaining wall,excavation. NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and materials furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may In good faith contract with another party to perform the Work covered by said bid,then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 27th day of August , 2014 Copenhaver Cons • 'on, In iff•—wr-4-11‘11 strict• ' (sear) (Witness) By: Ken Copenh- =r President (TN.) • Great American Insurance Company .. , / F. 17 (suety) (Seat) A 4 A ti '.�.`.�i:AA � .. L:..9 Karen E. Bogard '•'•....••∎*..* By: Attomey-in-Fact Willi m Reidinger (Title) AIA DOCUMENT A310•BID BOND•AlA•FEBRUARY 1970 ED.•THE AMERICAN • INSTITUTE OF ARCHITECTS,173S N.Y.AVE.,N.W.,WASHINGTON.D.C.20006 GREAT AMERICAN INSURANCE COMPANY Administrative Office: 301 E 4TH STREET • CINCINNATI,OHIO 45202 • 513.389-5000 • FAX 513-723-2740 The number of persons authorized by this power of attorney is not more than 1 Bond No.Bid Bond POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the GREAT AMERICAN INSURANCE COMPANY,a corporation organized and existing under and by virtue of the laws of the State of Ohio,does hereby nominate,constitute and appoint the person or persons named below its true and lawful attorney-in- fact,for it and in its name,place and stead to execute on behalf of the said Company,as surety,the specific bond,undertaking or contract of suretyship referenced herein;provided that the liability of the said Company on any such bond,undertaking or contract of suretyship executed under this authority shall not exceed 'the limit stated below.The bond number on this Power of Attorney must match the bond number on the bond to which it is attached or it is invalid. Name Address Limit of Power William Reidinger One Century Centre,1750 East Golf Road $100,000,000.00 Schaumburg, IL 60173 Principal: Copenhaver Construction, Inc. Obligee: Village of Oak Brook 114 WITNESS WHEREOF the GREAT AMERICAN INSURANCE COMPANY has caused these presents to be signed and attested by its appropriate officers and its corporate seal hereunto affixed this 27th day of August , 2014 . Attest GREAT AMERICAN INSURANCE COMPANY wItetti 3,r'3 • alkessaxam■— Assistant Secretary Divisional Scalar vice President STATE OF OHIO,COUNTY OF HAMILTON-ss: DAVID C.tUTCWN(13n$77-2405) On this 27th day of August 2014 ,before me personally appeared DAVID C.KITCHIN,to me known,being duly sworn,deposes and says that he resides in Cincinnati,Ohio,that he is a Divisional Senior Vice President of the Bond Division of Great American Insurance Company,the Company described in and which executed the above instrument;that he knows the seal of the said Company;that the seal affixed to the said instrument is such corporate seal;that it was so affixed by authority of his office under the By-Laws of said Company,and that he signed his name thereto by like authority. Shell Matz UNotary t�I,a ,st�a�otiw is CIPW My Carolinian Expires o9-0�R0 This Power ofAttorney is granted by authority of the following resolutions adopted by the Board of Directors of GreatAmerican Insurance Company by unanimous written consent dated June 9,2008. RESOLVED: That the Divisional President,the several Divisional Senior Vice Presidents,Divisional Vice President:and Divisond Assistant lice Presidents,or any one of them,be and hereby is authorized from time to time,to appoint one or more Attorneys-in-Fact to execute on behalf of the Company, as surety,wry and all bonds,undertakings and contracts ofsu eyship,or other written obligations in the nature thereof to prescribe their respective duties and the respective limits of their authority;and to revoke any such appointment at any time RESOLVED FURTHER: That the Company seal and the signature of any of the aforesaid officers and any Secretary or Assistant Secretary of the Company may be affixed by facsinsile to any power of attorney orcce> ca e of either used wen for the execution of an Company undertaking,original of su suretyship, or other written obligation in the nature thereof,such signature being hereby adopted by �y of officer and the original seal of the Company,to be valid and binding upon the Company with the same force and effect as though manually affixed. CERTIFICATION I,STEPHEN C.BERAHA,Assistant Secretary of Great American Insurance Company,do hereby certify that the foregoing Power ofAttorney and the Resolutions of the Board of Directors of June 9,2008 have not been revoked and are now in full force and effect. Signed and sealed this 27th day of August , 2014 , _ 44... e 3 Assistant Scent/ay • mumipr14)--... 1 SCHEDULE OF UNIT PRICES (Description I Unit 1 Quantity I Unit Price I Extended Price General Conditions Mobilization LSUM 1 7YQ ( I.V Preconstruction Video Taping L SUM 1 `r DPI IP Traffic Control and Protection L SUM 1 /OR J # AI Construction Layout,Staking and As-butts L SUM 1 , • ♦A Site Preparation and Removals , Pavement Removal SQ YD 25 425 Sidewalk Removal SQ FT 100 Curb and Gutter Removal FOOT 90 Curb Removal FOOT 120 L2-on i Y Landscape Removal L SUM 1 7O Adjust Existing Imgatron System L SUM 1 41 u-j 0() Curbs,Paving and Walls Concrete Curb and Gutter,Type 8-6.12 FOOT 90 ,7 " �� 1 Concrete Retaining Wall FOOT 115 / D f$ _L Concrete Sidewalk SQ FT 1,295 05' Detectable Warnings .. SQ FT 84 a,Q Decorative Concrete Paving Crosswalk SO FT 395 /I Pavement Patch SQ YD 25 J Thermoplastic Pavement Marking Line.6 Inch FOOT 84 $1.-f Thermoplastic Pavement Marking Line,24 Inch FOOT 36 r-{ I f4. Landscape Topsoil SQ YD 150 /( ) Sod SQ YD 150 /.c'-[•,1'/'� 1 Lighting light Bollard Complete EACH 9 5 Electrical Service Connection to Existing EACH 1 CO 8 Electric Cable In Conduit,XLP/USE,2-1/C#12,#14G FOOT 457 )'5j?/ Unit Duct,XLP/USE(3410,9120).3/4- FOOT 385 j p A-775- BID TOTAL:I I(r 7f, 54.2,,°-C-1 Paget of 1 i 1 1 0 a 0 1 Firm Name: VAX' URU( Jfl Address: ReJ4C City, State, ZIP:G 1 l 1L ' 3(. Signature: Name Printed: y Copertavcr TitleTS 1.dl..r 1-f Telephone: - -- &IJQ91O Date: v7pq If a Corporation: ATTEST: Pedestrian Circulation Improvements BID FORM 3 STATEMENT OF CONTRACTOR'S QUALIFICATIONS Contractor shall have five (5) years of experience which is comparable in type and scope to this project. All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If and, questions may be answered on separate attached sheets. The Contractor may submit any additional,inf�ormation he o r she desires. 1. Name of Contractor: GfeYilaaysx u n r,th1 t;i,f 2. Permanent main office address: 1 Opp\(, ( o ei lige/05i IL (C2013(.9 3. When organized: 1/3/04 4. If a corporation, where incorporated: Giiige,65, I L_- 5. How many years have you been engaged in the contracting business under your present firm or trade name: 10 Tek)(7) 6. Contracts on hand: (Schedule these, showing amount of each d the appropriate anticipated dates of completion)x'(.€11 L a. ct;.'. anf 57- ((II 7. general character of work performed by your ompany: . I, /if �� 11._ ',ie. G I�t r i p. IeU t0(sCc_po , 1�- r �V ' d � 8. Have you ever defaulted on a contract: n, 9. List, on an attached sheet, the more important projects recently co pleted by your company, stating the approximate cost for each, and the onth and year completed. Include a contact person and phone#for each. ,��,, � 10. List your major equipment available for this contract. Q& a. I"!l 6.-/ 9,AA k f5�on+ I►S-i 1 o 11. Experience i work si Iar i im ortance to this project: l � is - 12. Background and experience of he •'rinci•1_I members of your organization, including the officers. 9 • t ,p2(51.01'LQ S 13. Credit available: 'Pedestrian Circulation Improv ments STATEMENT OF CONTRACTOR'S QUALIFICATIONS 1 • 14. Bank reference: Pt t 0,r) Tr-tn� 15. Will you, upon request, fill out a detailed financial staterrtent and furnish any other information that may be required by the Village of Oak Brook: y es 16. The undersigned hereby authorizes and requests any person, firm, or corporation to furnish any information requested by the Village of Oak Brook in verification of the recitals comprising this Statement of Contractor's Qualifications. DATED at l p�•(` , Illinois this/2_day of ,Ll,�(�_ , 2014. By: `Pr- ((- ent- Title STATE OF ILLINOIS ) ) SS. COUNTY OF NAC V4JLL/ I u _ being dul, sworn deposes and says that he is the 4.0111 •f .NM= _■ yll/ ,(5'1 and that the answers to the foregoing questions and all star ements therein contained are true and correct. SUBSCRIBED and sworn to before me this a(.1,, day of OA41L41 201 '/ 1 -V-� Notary Public • OFFICIAL SEAL MICHELLE GOHL Notary Public - State of Illinois My Commission Expires Dec 17,2016 a Pedestrian Circulation Improvements STATEMENT OF CONTRACTOR'S QUALIFICATIONS 2 REFERENCES Bidder shall supply the following information listing at least five customers for which the bidder has supplied a similar type of commodities, service, or construction. 1. Company Name: �!_1 'I A i • A--EL y%(. '4 Address: Phone#: Contact: 2. Company Name: Address: Phone#: a Contact: 3. Company Name: Address: Phone#: Contact: 4. Company Name: Address: Phone#: Contact: 5. Company Name: Address: Phone#: Contact: Pedestrian Circulation Improvements REFERENCES 1 Copenhaver Construction, Inc. 75 Koppie Dr Phone:1-847-428-6696 Gilberts,IL 60136 Fax:1-847-428-6798 Project References: 201212013 $22,863,581.86 City of Wheaton/North Main Street Flood Control • Cost $1,975,810.00 Project Bridge construction, concrete walls, pile driving, temp sheet pilings, excavation, asphalt&landscaping. Contact Sarang Lagvanker 1-630-260-2067 South Barrington Park District/Park Development Cost $950,000.00 Project Excavation, baseball fields,volleyball courts, drainage improvements, & concrete. • Contact John Kazmier 1-847-828-9309 IDOT 148 Contract No. 63855 • Cost $3,038,106.55 Project Widening & reconstruction of Edgewood Drive, replacement of box culverts over Ratt Creek Tributary, replace deck and repair abutments to the bridge structure over Ratt Creek Tributary.The construction of a multi-use path, all located between IL - Rte 31 &Hansen Rd. in the Village of Algonquin. Contact Ryan Lindeman 1-847-343-2963 IDOT 33 Contract No.601109 Cost $2,600,000.00 Project Installation of railroad embankment,construction of railrc.ad platform & drainage improvements. Contact Chad Humphries 1-312-933-6365 Village of Bensenville/ndush ial Area Improvements Cost: $2,500,000.00 Project: Installation of gabions and shoreline improvements Contact Joe Kozial 1-847-878-6709 • Fox Waterway Agency/Geo Tube Island Cost $647,670.00 Project Rip Rap Replacement Contact: Ron Barker 1-847-587-8590 • City of Naperville/East Highlands Area Roadway Improvements Cost $1,860,000.00 Project Street Construction, underground pipe&concrete installation, asphalt road paving, landscaping, &electrical work. Contact Mark Knoll 1-630-514-8581 City of Naperville/River Walk Renovation Phase 1 Cost: $1,543,570.00 Project: Concrete installation, installation of seawalls, retaing wells, brick paving, & stone masonry—also involved landscaping, irrigation, &metal fencing. Contact Jan Erickson 1-630-305-5984 SEC Group/Ackerman Island Cost: $467,000.00 Project Shoreline stabilization, earth excavation, installation of concrete, installation of weir structure, landscaping &restoration. Contact Kevin Wagner 1-815-693-8886 City of Elgin/Median IL Rt.25&I-90 Cost $725,000.00 Project Installation of colored concrete, foundations, precast concrete, drainage improvements, &landscaping. Contact: Ed Herlihy 1-630-973-6405 Village of Algonquin/Highland Street Improvements Cost $2,360,000.00 Project Roadwork, underground,concrete&asphalt Contact Shawn Hurtig 1-847-344-8130 City of Elgin/2013 Streetscape Cost $3,180,000.00 Project Underground, concrete, brick, electrical work, asphalt paving, & landscaping. Contact Shelly Costello 1-815-871-3185 IDOT 41 Contract No.60P78 Cost $258,582.50 Project Cleaning/repairing drainage scuppers &downspouts. Structural repair of concrete at various locations in Chicago&Cook County, Concrete patching was subcontracted by American Concrete Restorations. Contact Joel Harris 1-847-846-4322 IDOT 40 Contract No. 60J08 Cost $1,264,110.00 Project River Excavation, by-pass pumping, cofferdam installation, installation of gabions, and.rip rap in water. Contact Iggy Bangash 1-847-846-4328 Jeff Ogrodnik 1-815-319-1828 Village of Winnetka/Trapp Lane Cost $593,000.00 Project Installation of water main, storm sewer, concrete curb&gutter, sidewalk& landscaping improvements. Contact Susan Chen 1-847-501-6000 • • • City of Highland Park/Pleasant Ave infrastructure Improvements Cost: $277,400.00 Project Drainage improvements,water main installation, concrete, asphalt paving& landscaping. Contact: Michael Lemms 1-847-926-1184 . School District#3301 Golfvlew&Parkview Elementary School Playground Cost: $215,000.00 Project-Playground equipment additions, drainage, excavation, asphalt paving & landscaping. Contact Ron 1-224-629-0588 Lake County DOT Cost $320,000.00 Project Installing concrete&utilities pad. Contact Paul Greasley 1-630-936-0329 Village of Lake in the Hills/Sunset Park Cost $542,850.00 Project Installing Splash Park, ball field, colored concrete, underground utilities, & playground, landscaping &prairie plantings. Contact Scott Fish 1-847-186-6430 Village of Lindenhurst/John Jenega Cost: $820,000.00 Project Wood boardwalk installation helical pier, limestone, mulch, concrete, playground, landscaping &park installation. Contact Tom Lippert 1-847-812-3227 Hoffman Estates Park District/Black Bear Park Cost $205,000.00 Project Concrete installation &earth excavation. Contact Gary Bucskowski 1-847-561-2172 • n Village of North Auroral 2008 N.Aurora Riverfront Overlook Cost $210,000.00 Project installing a deck, shelter&railings. Contact Wes Komowske 1-630-335-6016 DOT X10 Cost $357,620.00 Project Tree planting &seeding Contact Kahi Clammons 1-847-946-2924 Wheeling Township 2008 Drainage Improvements Cost $210,080.00 Project Earth excavation, drainage improvements, &landscaping. Contact Tom Nitzke 1-847-815-1250 Village of Algonquin!Ted Spella Park Cost $1,120,000.00 Project Parking lot pedestrian bridge, playground &shelter installation. Mass earth excavation, sewer work, landscaping &prairie planting. Contact Darrell Garrison 1-630-668-3788 Wheeling Park District/Aquatic Park&Malibu Park Cost $350,000.00 Project Concrete&playground installation, shade structures, underground work& • landscaping ' Contact Larry Raffle 1-874-466-7772 Geneva Community School District 304 Cost $520,000.00 Project Construction of new parking lot, asphalt paving, drainage improvements, landscaping&electrical. Contact Rick 1-312-907-6328 • Glenview Park District/Crawley Park Improvements Cost $483,000.00 Project Concrete, sewer work, earth excavation&landscaping. Contact Ken Wexler 1-847-293-2495 Village of Mount ProspectlKensington Business Park Retention Basin Dredging Cost $161,432.70 Project Basin dredging of Kensington Business Park pond#7 Contact Dan Randolph 1-847-870-5640 City of Highland Park/Ravine 2008 Cost: $401,000.00 Project Earth excavation, sewer work, gabions installation &landscaping. Contact JP Rodriguez 1-847-458-0898 • City of Lake Forest Cost $244,000.00 Project Drainage improvements, landscaping, concrete&playground installation. Contact Dan Reeves 1-847-605-4207 Village of Hanover Park Cost $380,000.00 Project Installation of retaining walls&landscaping. Contact Howard Kilian 1-630-372-4444 Village of Schaumburg/Renaissance Hotel Cost $96,000.00 Project Irrigation installation& landscaping Contact Todd Wenger 1-847-344-5278 Schaumburg Park DistrictlCampaneili Shoreline Cost $126,000.00 Project Earth excavation, prairie planting &flagstone. Contact Matt Gaynor 1-847-985-2115 Warren Township&Highway Dept/Mill Creek Crossing Spillway improvements Cost $26,843.00 Project Spalway modifications, channel excavation, stone rip rap, &restoration. Contact Patrick Bleck 1-847-295-5200 • • • • C Charles J. Polito Crystal Lake,IL 60014 Email:chuckp1583 @yahoo.com Phone:231-360-9669 Objective To obtain a leadership role in the field of construction,with a company that offers good opportunities and career advancement. Qualifications Project Management—Commercial construction projects over lmillion dollars—for City,County,and Government. Forman Superintendent—Commercial projects Owner—Small Concrete Company Experienced Concrete Finisher Experienced Form Carpentry Equipment Operator;Excavator,Loader,Bobcat,etc. Builders Mathematics,Blue Print Reading,Surveying,Estimating Underground Sewer&Water Contracting experience Power Plant/Sub Station Excavation/foundation Installation Sales of services&products Work History Forman/Superintendent • Responsibilities: Project management, oversee laborer activity,create job schedules and timelines,create and maintain budget,order materials,meet with city officials/government, equipment operation.Concrete fmishing Copenhaver Construction February 2007-Present Pipe layer Responsibilities:Equipment operator,sewer and water installation,grading,excavation Cortis April 2006-Jan.2007 Owner/Project Manager Responsibilities:Advertising,financing,payroll,estimating,concrete finishing,hire/fire,remodel homes, order materials,bidding,oversee laborer activity,delegate activities,create and maintain budget and job schedules,equipment operation. Polito Construction Jan.2005-April 2006 Education 2001 Algonac High School graduate 2001 Builders Mathematics,Blueprint Reading, Surveying classes—Trade School References Mark Knoll,Inspector Tom Schweihoffer, Owner City of Naperville,IL Schweihoffer Construction Ph. 630-514-8581 Ph.810-650-0506 Mark Knoll Inspector for the City of Naperville,IL Ph. 630-514-8581 Tom Schweihoffer Owner-Schweihoffer Construction Ph.810-650-0506 Lane Electrical Subcontractor-Jasco Ph.815-790-1581 See attached references • Cb * t 4 III Ctttt a + • .4*(STA - :TI TAI I =��hfTlii�� 91'♦' fY 440 Registration No. 14887 Copenhaver Construction, Inc. 121 Center Drive Gilberts IL 60136 Information for this business last updated on: Thursday, September 17, 2009 ge9iste _ Certificate produced on Friday, October 25,2013 at 11:53 AM NOVS �C�LJ A i • • • • • • • &ob - Certificate of Eligibility Contractor No .1216 Copenhaver Construction, Inc. • 75 Kopp(e Drive GILBERTS,IL 60136 WHO HAS FILED WITH THE DEPARTMENT AN APPLICATION FOR PREQUALIFICATION STATEMENT OF EXPERIENCE,EQUIPMENT AND FINANCIAL CONDITION IS HEREBY QUALIFIED TO BID AT ANY OF DEPARTMENT OF TRANSPORTATION LETTINGS IN THE CLASSES OF ' WORK AND WITHIN THE AMOUNT AND OTHER LIMITATIONS OF EACH CLASSIFICATION,AS LISTED BELOW,FOR SUCH PERIOD AS THE UNCOMPLETED WORK FROM ALL SOURCES DOES NOT EXCEED $10,140,000.00 • 001 EARTHWORK 22. .000 012 DRAINAGE $2,428,000 017 CONCRETE CONSTRUCTION $2,178.000 • 018 LANDSCAPING . 52,225.000 022 FENCING $25.000 034 DEMOLITION $450,000 OM HIGHWAY STRUCTURES 52.778.000 • THIS CERTIFICATE OF ELIGIBILITY IS VALID FROM 418/2014 TO 4/30/2015 INCLUSIVE,AND SUPERSEDES ANY • • CERTIFICATE PREVIOUSLY ISSUED,BUT IS SUBJECT TO REVISION OR•REVOCATION,IF AND WHEN CHANGES IN THE FINANCIAL CONDITION OF THE CONTRACTING FIRM MOTHER FACTS JUSTIFY SUCH REVISIONS OR REVOCATION. • ISSUED AT SPRINGFIELD,ILLINOIS ON 4/10/2014. • • • • • • • Interim Engineer of Construction • • • OIL 4940846 • RLII CERTIFICATE OF LIABILITY INSURANCE 7172014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RISHTS UPON THE CERTIFICATE THE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY MEND, EXTEND OR ALTER THE COVERAGE AFFORDED BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERS),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND TIOE CERTIFICATE HOLDER. WANED,subject to • IMPORTANT: if the conditions of holder p policy,,certain policies pAD -INSURED, an ) on s cart&& I does not confer rifts t0 the the temps and wrAditiw>s cf the yolicy, certificate holder In lieu of such mss). PRODUCER KANE Alyssa Stream Assurance Agency,Ltd. PHONE ircce.e:+(8475483-7840 1 wrw Rot 847-440-9127 • One Century Centre corn 1750 E.Golf Road B A�pRONSCOV6WGE I MCI Schaumburg IL 60173- ae,6 INSURBmAd:NA 114516 INSURED COPECON-01 NSU1181II: • Copenhaver Construction Ind. u»URER c: 75 Koppie[hive DRUM D: Gilberts IL 60136 BRiUM E: • COVERAGES CERTIFICATE NWBER:634411520 REVISION MAMBEft THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTFICATE MAY BE ISSUED OR-MAY PERTAIN.THE INSURANCE AFFORDED IT THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS ANDGONDRIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CAIMS. no.a.,.:, •1221._'= `a:;*∎-7F 1r:Li7u"u UNITS MURAL LLA an,/ 6014139037 1512014 mots s EACH oce$JARENce *1,000,000 MI COADNERCLu.seestAL warn, } ReArgeererreT3Mgeee *100,000 - 1j Mr7�E7cPW1Y0NaPr�rq >•■s CLAPAS•AAAOE ©OCCUR r ■ i PERSONAL&AMMUURY 31,M000 GENERAL AGG AMOCO M GEM.AGGREGATE ! j (�E p_. i PRODUCTS-COMP/OP AGG 000 ' POLICY/ I IX n LOC. - $ AUTOMOBILE/JAI NJ1Y 6014139023 ,7/62014 1/612015 °�°"Dp' sNN= *1,000.000 X AN 900LYNASYIFw n) $ .1 . A 90OLY sLIURYO aaddrll'$ ) ! BIREO AUTOS X AWNED $ 1 t X I T UAa IX occuR SO14139071 /812014 i'182015 EACH mamas= *6.000.000 EXCESSLIA/I AGGREGATE 56.000.000 I OED Ix I soomo,s10.000 5 WORI0SQLC FORIADON 6014139054 I/82014 1182015 X INCA I i r AND WPLOME LIAIIILIfY •Y/S1 EL EACH ACCIDENT 51000009 MO PROPMETORRAFRNERSIXECUTIVE OFFICERIMEMBER EXGMECO © N/A EL DI8EA8E-EA SWUM!$1,000000 roatRIVINA OF OPERATIONS brow E.L.DISEABE•POUGYLINT *1,000.000 - ' i 1 magma OF OP$*AA1I0NS/LOCATION,/VNIICiie Mesh ACORD 101,MdMISOMI Rawls Rums spl0i N MIAMI Yorkers Compensation and Employers'LiebiIty:Any PropriatoriPartnedExecactive Of ,/Member.as listed on the policy,is occluded. 'roof of Insurance ,ERTIRCATE HOLDER CANCELLATION • SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED IN. THE EXPIRATION DATE THEREOF, NOTICE LULL 1 Copenhaver Construction Inc. A WITS THE POLICY PRav{5IONd. 75 Koppie Drum Gilberts,IL 60136 AurxoRa®Ie /sArnE 0 198 10 ACORD CORPORATION. All rights roomed. 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Type d war auecortradPdat • AoraretUrheasPMrd Told tbrseapirlsd 3911,312.119 l I,belno duly serom,do hereby declare Vas admit is a true and correct ft to ALL uncompleted conked'including ALL suboonfract work.ALL pending kru bids not yet • uwenisd od toe tidand private awarded or Tinted - Subscribed and awn to• ' .ma I Tide orPrint Name Arbre gradd L l,�,apr,erysliona�prac O.-t'1-t Comer r., Y( ,,A V/ r. 4r wr• �y� SmA • ....... Addrsus i..0+ �r• OFFICIAL SEAL MICHELLE GOHL Malaly Public-eats of HIM* • My Coararlaafa►Expires.Dec 17,2016 e2.1.4.41 7N!!7lrtu Pepe 9 d13 SC 57(ibar.05M7H0 0 �,�� JlAldavlt d. �1� For tatting of A 14 . Bureau of Construction r.tiedanr Casaba tad ban Wailberbo+roa tains Wok irk 2300 South Odom Pwkvray/ROOm 322 dhotaiaaebabt'ws nabs baard antra bolt slam d elyaeaow Spf n is d.Illinois 42704 =o--d in d.Yl. 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Minton W17011141 , • P00650715 BC 57(Roo.0W171fO C) • Form W-9 Request for Taxpayer Give Form to Janus try Jarry 2011) • Identification Number and Certification mq to the IF W. Department Of VW Trendy send Introit Revenue Sa to Name(a shown on your broome tax rotund �Constrtction,Inc Bueineea nernefeliarepereleci entity name,tf entrant iron above N mE Check appropriate bettor federal tax air( ❑leomoumfeale proprietor 0 c corporation ❑S Corporation ❑ Partnership ❑Te e 0 Same Perm ❑ United r e iS o C E d—.QQ ❑ Other tees instructions)• p rntnsand addraee(epitome peens(number,street and apt or suite no.) 75 Koppie Drive o City,state,and? cods a Gilberts,IL 50136 • List account number*)here$pdond) P ta rt i Taxpayer won Number(TIN) Emery our 11N in the appropriate base The TIN provided must match the name given on the'Name this I aooi eerrelet=Maw I. to avoid bactaiP withholding.For individuals,this is your social security number(SSN).However,for a resident alien,sole proprietor,or disregarded entity,see the Part 1 instructions on page 3.For other — — entities,it is your employer identification number(BM.if you do not have a number,see How to get , 77N on page 3. eseretacation If the account is in more than one name,see the chart on page 4 for on whose _barite er ^unb°'to enter. 2 0 — 0 7 6 7 8 3 8 • P t:rt i I Certification Under penalties of perjury.I certify that 1. The number shown on this form is my correct taxpayer identification number(or i am waiting for a number to be issued to me),and 2. lam not to withholding (a}i am exempt from backup withholding,or I have not been nottfed by the internal Revenue Service(IRS)that I am subject to backup withholding sea result of a failure to report all interest or dividends,or(e)the IRS has notified me that t am no longer subject to backup withholding.and 3. 1 am a U.S.citizen or other U.S.person(defaced bed. Certification You Riot cross out Item 2 above if you have been netted by the IRS that you we currently subject to backup withhokung because you have tried t✓o report at Interest and dividends on your tax rarer.For real estate transactions item 2 doss not apply.For mortgage Interest paid,acquildtion ce abandonment of secured property,cancellation of debt,contribution to an individual retirement anangement� an generally,payments other than irate estand dividends,you we not required to sign the certification,but you must ptarideyar instruction on page 4. Sigeeture of H Here ILL pawn► D a.► Nato.If a requester gives you a forma than FForme General i your TIN,you must use the requesters farm if it is Section references are to the internal Revenue Code unless otherwise to this Form W-9. noted. Definition of a U.S.person.For ratan!tax purposes.you are Purpose of Form considered a U.S:parson if you sec A person who is required to file an information ratan with the IRS must •An individual who is a U.S.Main or U.S.resident den. obtain your cored taxpayer identification number(TIM to report,for •A partnership,corporatlon. ,Cr.meint an created or example,income paid to you,red estate transactions,mortgage interest organized in the United States or under the lay of the United States, you paid,acquisitor;or abandonment of secured property.elation •An effete(ether than a foreign emit*or of debt,or contributions you made to an IRA •A domestic trust(as defined in Regulations seder 3011701-7). Use Form W-9 only if you are a U.S.person(including a resident *meet ruins for paelnsredtiper.Partnerships that conduct abode or alien),t provide your pons TIN to the person requesting it(the bueineea in the United States are generally required to pay a�g requester)arid,when aPPr tax on any foreign partners'shared income from itch business. 1.Certiy ttaat tt•TrN yon are giving Ie aoneat(or you an viaieng for a Further.to mum OWNS where a Form W-0 tits not been received.a • number to be issued). partnership is required to presume that a pater r is a foreign paean, 2.Certify that you am not sublet to backup withholding,or and pay the withholder tar.Therefore,if you are a U.S.peiron that is a a Claim eooempaon from backup you partner in a cendt o a trade or business in the United if am U.S.exempt States.provide Fenn y�to the pip to establish your U.S. payee.if appreaf a liaise also pncom g that as a U.S.Pro.your status and avid wtlhhoid nil on your share of P61111615110 i<neorne. allocable shared arty Par>rreletIP income from a U.S.trade or buesirtess is not subject to the yethholding tax on foreign pegs'sabre of effectively cosine:tad income. • Cat No.10231X Porn W-9(Rev.1-2011) M Asset No. Description Year Make Model Serial/VIN Liquidation HYDRAULIC EXCAVATORS 1 35,500#Class, 1.0 CU Yd, Medium Arm, 2005 Case CX160 DAC 162463 $45,000.00 Quick Coupler,Aux. Hyd. 2 65,000#Class,2.15 Cu Yd, Long Arm, 2006 Case CX290 DAC 291347 $52,500.00 Quick Coupler,Aux. Hyd. 3 104,000#Class, 5.0 Cu Yd, Medium Arm, 2006 Caterpiller 345C PJW 01073 $127,500.00 Quick Coupler,Aux. Hyd. 4 50,000#Class, 1.62 Cu Yd, Long Arm 2004 JCB JS220LC 1018405 $35,000.00 Quick Coupler,Aux. Hyd., Hyd.Thumb 5 77,000#Class,2,75Cu Yd, Medium Arm, 2007 John Deere 350D LC FF350DX805922 $87,500.00 Quick Coupler. 6 72,500#Classs, 2.75 Cu Yd, Medium Arm, 2003 John Deere 330 LC FF330CX082286 $47,500.00 Quick Coupler. 7 37,500#Class, 1.0 Cu Yd, Long Arm, 2006 Kobelco SK 160LC YM03U1357 $40,000.00 Quick Coupler,Aux. Hyd. 8 37,500#Class, 1.0 Cu Yd, Medium Arm, 2008 Komatsu PC 160LC-7E0 K 45151 $67,500.00 Quick Coupler,Aux. Hyd. 9 6,500#Class,0.35 Cu Yd, Medium Arm, 2006 Komatsu PC 27MR-2 16111 $13,000.00 Aux. Hyd, Backfill Blade 10 17,500#Class,0.35 Cu Yd, Medium Arm, 2006 Takeuchi TB175 17515104 $22,500.00 Aux. Hyd, Backfill Blade SKID STEER LOADERS 1 3,000#Lift Capacity, Rubber Tracks, ERPOS, GP Bucket, Forks, Demolition 2004 Bobcat T-300 525411627 $16,000.00 Grapple Bucket 2 . 3,000#Lift Capacity, Rubber Tracks, 2006 Bobcat T-300 532014104 $18,500.00 ERPOS,GP Bucket, Forks of SKID STEER LOADERS Cont. Asset No. I Description I Year I Make I Model I Serial/VIN I Liquidation 3 2,000# Lift Capacity, Rubber Tracks, 2007 Case 430 N7M454290 $15,000.00 ERPOS,GP Bucket, Forks 4 3,550#Lift Capacity, Rubber Tracks, 2010 Caterpillar 262C MST 02719 $21,500.00 OROPS,GP Bucket, Forks 5 3,850#Lift Capacity, Rubber Tracks, 2011 Caterpillar 289C JMP 01974 $35,000.00 OROPS,GP Bucket, Forks 6 3,850#Lift Capacity, Rubber Tracks, 2011 Caterpillar 289C JMP 02032 $35,000.00 OROPS, GP Bucket, Forks 7 4,200# Lift Capacity, Rubber Tracks, 2007 Caterpillar 297C GCP 00357 $24,500.00 OROPS, GP Bucket, Forks 8 4,200#Lift Capacity, Rubber Tracks, 2007 Caterpillar 297C GCP 00365 $24,500.00 OROPS,GP Bucket, Forks 9 4,200#Lift Capacity, Rubber Tracks, 2007 Caterpillar 297C GCP 00365 $21,000.00 OROPS,GP Bucket, Forks 10 4,200# Lift Capacity, Rubber Tracks, 2010 Caterpillar 299C JSP 00745 $37,500.00 OROPS,GP Bucket, Forks 11 3,150#Capacity, Rubber Tires,OROPS, 2001 Gehl 7600 701068 $8,500.00 GP Bucket, Forks 12 3,400#Capacity, Rubber Tires,OROPS, 2004 Gehl 7610 702005 $11,500.00 GP Bucket, Forks 13 2,200#Capacity, Rubber Tires,OROPS, 2006 Gehl 5640E 507251 $13,500.00 GP Bucket, Forks 14 2,500#Capacity, Rubber Tires,OROPS, 2008 John Deere 325 T00325M162957 $20,000.00 GP Bucket, Forks PILE DRIVING EQUIPTMENT 1 • Diesel Pile Hammer w/70' Leads. 2013 Delmag D12-42 10117051 8883 $42,500.00 Asset No. Description Year Make Model Serial/VIN Liquidation LOADERS & DOZERS 1 Wheel Loader, 3.0 Cu Yd Bucket, Forks, 2012 Case 621F NCF 215217 $107,500.00 Quick Attach. EROPS, 20.5x25 Tires 2 Wheel Loader,3.0 Cu Yd Bucket, Forks, 2011 Case 621E NBF 210666 $77,500.00 Quick Attach. EROPS, 20.5x25 Tires 3 Crawler Loader, 2.6 Cu Yd, Bucket, 1998 Caterpillar 963B LGP 9BL 02249 $25,000.00 EROPS 4 Utility Wheel Loader, 1.0 Cu Yd, Remote 2011 Kubota M 7040 SUD 68751 $18,500.00 Hydraulics, OROPS 5 Crawler Dozer,4.1 Cu Yd-Six Way 2005 Caterpillar D6N LGP ALY 01534 $69,500.00 Dozer Blade, OROPS 6 Crawler Dozer, 2.3 Cu Yd-Six Way 2006 John Deere 650J T0650JX127487 $27,500.00 Dozer Blade, OROPS COMPACTION EQUIPTMENT 1 Tandem Vibratory Roller,47"Smooth 2003 Bomag BW120AD-3 1011705 18883 $10,000.00 Drums, Drum Drive. 2 Tandem Vibratory Roller, 32" Padded Wacker RT 0003-0012 $4,000.00 Drums. 3 Tandem Vibratory Roller, 36"Smooth Wacker RD 12A-90 20012893 $7,500.00 Drums, Drum Drive. 4 Four Wheel Compactor,38"Wide 1984 Caterpillar 815B 17Z00443 $52,500.00 Padded, Leveling Blades,OROPS 5 Vibratory.Compactor, 69" Front Drum, 2006 Vibromax VM 75 JCB 1800589 $27,500.00 Drum Drive, Rear Tires,OROPS Asset No. Description Year Make Model Serial/VIN Liquidation OTHER EQUIPTMENT 1 Portable Deck Screening Machine, 1991 Power Screen MARK III 3204618 $35,000.00 w/36"x80' Radial Stacking Conveyor 2 Motor Grader,Cab, PSMB w/Hyd.Tilt 1986 TCI 747 10860107 $10,000.00 3 8'Self Propelled Street Sweeper Rosco P8049A69 $10,000.00 SUPPORT EQUIPTMENT 1 72" Power Rake Harley MX7 MX778A031 $6,750.00 2 Hydraulic Breaker Indeco HP 3000 $15,000.00 3 Hydraulic Breaker Strike TNB 4MB 4M 1510 $3,500.00 4 Hydraulic Breaker Kent KF6 KF68440 $6,000.00 5 Hydraulic Breaker Husky HH500-2 $3,500.00 6 Hydraulic Breaker 124212 $3,500.00 7 Hydraulic Breaker 124214 $3,500.00 8 6" Diesel Water Pump Syke 150M AP 150123 $7,500.00 9 6" Diesel Water Pump Syke 150M AP 150258 $12,500.00 10 Skid-Steer Sweeper Attachment QTY 2 72"&60" $3,000.00 11 Hydro Seeder 86N83256 $5,000.00 12 Arrow Board Branco $3,000.00 13 Signco Addco AB15-10 800525 $4,500.00 14 Hydro Seeder Wild Flower 124-430X N-2-2759-3-P-P $12,500.00 15 Trench Boxes QTY 5 $20,000.00 16 Stone Miser 12' $2,500.00 17 Tree Spade New Holland 1215204 $3,000.00 18 • Drill Seeder Flexill $8,000.00 19 Auger Pengo $7,500.00 20 Grass Drill Trax $7,500.00 SMALL EQUIPTMENT & MISC 24"Auger,Sod Cutter,Sewer Lasers,Walk Behind Concrete Saws, Plate Compactors, 1"Steel Plates, Barricades 2" &3"Trash Pumps, Sod Cutters, Hyd. Roto Tiller,Portable Generators, Bradco Trencher,Small Arrow Boards, Concrete Forms SUMMARY OF TOTALS `Hydraulic Excavators $538,000.00 'Skid Steer Loaders $302,000.00 !Loaders& Dozers $325,500.00 'Pile Driving Equiptment $42,500.00 'Compaction Equiptment $101,500.00 'Other Equiptment $55,000.00 Supporting Equiptment $138,250.00 `Small Equiptment&Misc. $95,000.00 Total: $1,597,750.00 BID CERTIFICATION The undersigned, being first duly sworn an oath, deposes and states that he has the authority to make this certification on behalf of the bidder for the construction, product, commodity, or service briefly described as follows: "Pedestrian Circulation Improvements—Stage 3" (A) The undersigned certifies that, pursuant to Chapter 720, Section 5/33E of the Illinois Compiled Statutes, 1993, the bidder is not barred from bidding on this contract as a result of a conviction for the violation of State of Illinois laws prohibiting bid-rigging or bid-rotating. (B) The undersigned states under oath that, pursuant to Chapter 65, Section 5/11-42.1 1 of the Illinois Compiled Statutes, 1993, the bidder is not delinquent in the payment of any tax administered by the Illinois Department of Revenue. (C) The undersigned certifies that, pursuant to Chapter 775, Section 5/2-105. of the Illinois Compiled Statutes, 1993, the bidder has a written sexual harassment policy in place including the following information: 9 1. An acknowledgment of the illegality of sexual harassment. 2. The definition of sexual harassment under State law. 3. A description of sexual harassment, utilizing examples. 4. The contractor's internal complaint process including penalties. 5. The legal recourse, investigative and complaint process available through the Illinois Department of Human Rights and the Human Rights Commission. . Directions on how to contact the Department or the Commission. This usiness firm is: (check one) Corporation htPartners 'p Individual Firm Name: pl a f Address: I ..oppie- D(-' City, State, ZIP: a C 1 1_,A., b (.(2.o62 t� Signature: :� „ ' Name Printed: V- •! ,fib Title L( (c -(y Telephone: �1 X11 A9' Date: 7' 7a8 Pedestrian Circulation Improvements BID CERTIFICATION 1 ATTEST: C\L‘A. -SEAL= SUBSCRIBED AND SWORN TO before me thi 4.,7 day OFFICIAL SEAL Of �( A,�:�i� 2�� MICHELLE GOHL I ' Notary Public State of Illinois • _4 If.--A c My Commission Expires Dec 17, 2016 Notary Public - - �. 1 Pedestrian Circulation Improvements BID CERTIFICATION 2 1 CONTRACT Pedestrian Circulation Improvements 1. THIS AGREEMENT, made and concluded this __ day of ij ' , 2014, between the Village of Oak Brook, a municipal corporation, aRting .y and�throw h its President and Board of Trustees, known as VILLAGE, and ! ', }'1 r ' r on his executors, administrators, successors or assigns, known as CONTRACTOR. 2. WITNESSETH: That for and in consideration of the payments and agreements mentioned in the Bid hereto attached, to be made and performed by the VILLAGE, and according to the terms expressed in the Bond (if applicable) referring to these presents, the CONTRACTOR agrees, at their own proper cost and expense, to do all work, furnish all materials and all labor necessary to complete the work in accordance with the plans and specifications hereinafter described, and in full compliance with all of the terms of this Contract. 3. And it is also understood and agr-W that the a tire Bid Package hereto attached, approved by the VILLAGE this `1'�"�' day of 014, are all essential documents of this contract and are a part hereof. 4. The CONTRACTOR hereby certifies that said contractor is not barred from executing said contract as a result of a violation of either Section 5/33E-3 or 5/33E- 4 of Chapter 720 of the Illinois Compiled Statutes. 5. IN WITNESS WHEREOF, the said parties have executed these presents on the above mentioned date. ATTEST: VILLAGE OF OAK BROOK _ JILL By Village Clerk Village President ATTEST: Pion hal n'/ -rbatn ' Corporate Name w 0 c,s Contrac Pedestrian Circulation Improvements CONTRACT 1 Partners doing Business under (If a Co-Partnership) the firm name of Party of the Second Part (If an Individual) Party of the Second Part Pedestrian Circulation Improvements CONTRACT 2 SEXUAL HARASSMENT CERTIFICATE .I!!► _ m(r4tm .i i hereinafter referred to as "Contractor" havi;g submitted a bid/proposal for-r-- Eire,..--90QQ.,5 to the Village of Oak Brook, DuPage/Cook Counties, Illinois, hereby certifies that said Contractor has a written sexual harassment policy in place in full compliance with 775 ILCS 5/2-105(A)(4) including the following information: 1. An acknowledgment of the illegality of sexual harassment. 2. The definition of sexual harassment under State law. 3. A description of sexual harassment, utilizing examples. 4. The contractor's internal complaint process including penalties. 5. The legal recourse, investigative and complaint process available through the Illinois Department of Human Rights and the Human Rights Commission. 6. Directions on how to contact the Department or the Commission. 7. An acknowledgment of protection of a complaint against retaliation as provided in Section 6-101 of the Human Rights Act. Each contractor must provide a copy of such written policy to the Illinois Department of Human Rights upon request. By: Authorized A•- of Contractor Subscribed and sworn to before me t is day OFFICIAL SEAL of „_`„P LP , 20)L- MICHELLE GOHL Notary Public -State of Illinois My Commission Expires Dec 17, 2016 Notary Public Pedestrian Circulation Improvements SEXUAL HARASSMENT CERTIFICATE 1 DRUG-FREE WORKPLACE Contractor deposes, states and certifies it will provide a drug free workplace by complying with Section 3 of the Illinois Drug Free Workplace Act, being 30 ILCS 580/3. Attest/Witness: Contractor By: By. / Name of Contr s Executing Officer � Title: UJ�'r�O�S • Title: � ' . ,►l'1 �� 0, - P _� t Title of Con ractor's Executing Officer Subscribed and Sworn to before me this • day ►'u•! i, 2014 -41, .44 My Commission Expires: )a f7'. ,p Notary Public -SE OFFICIAL SEAL MICHELLE GOHL Notary Public-State of Illinois My Commission Expires Dec 17, 2016 • Pedestrian Circulation Improvements DRUG-FREE WORKPLACE 1 PREVAILING WAGE AFFIDAVIT I, VW C /1h ,r (name of signatory), on oath hereby state and certi- fy that a" ha OTirf-Ar. A[A(name of Contractor), pursuant to a Con- tract dated . , 2014, with the Village of Oak Brook for the ILl C if e,.- S` t` Project, has complied and will comply with all laws, including those relating to the em- ployment of labor, the payment of the current general prevailing rate of hourly wages for each craft or type of worker or mechanic needed to execute the Contract or perform such work, and also the current general prevailing rate for legal holiday and overtime work, as ascertained by the Illinois Department of Labor for DuPage County, Illinois, and those prevailing rates are paid and shall be paid for each craft or type of worker or mechanic needed to execute the aforesaid Contract or to perform such work. �1 t,1 t4&1 h(name of Contractor) has also complied and will comply with all record keeping requirements established in the Prevailing Wage Act (820 ILCS 130/0.01, et seq. CONTRACTOR: By: , Title: Pt'P5f C ICHE SUBSCRIq.ED AND SWORN TO BEFORE MICHE L SERI_ LLE GOHL ME THIS / BAY eF , 2014 Notary Public -State of Illinois My Commission Expires Dec 17, 2016 l ■! NeTARY PUBLIC Pedestrian Circulation Improvements PREVAILING WAGE AFFIDAVIT 1 CERTIFICATION OF PAYROLL RECORDS I, an i v )( (name of person executing this ce ' icate), do hereby certify that I am the duly •ualified and acting P(es'aP,rtt (title) for _6 mum 0: (name of contractor) and, as such, am authorized to certify payroll records as true and accurate for such company in accordance with the requirements of Section 5 of the Prevailing Wage Act (820 ILCS 130/5) (the "Act"). I do hereby further certify that the following document is a tr a and accur to copy of the rec- ords of all lab• - s, mechanics, .nd other workers employed b (name of con- tractor) on th- a r --fix 'roject (the "Project") for the V lage of Oak Brook (the "Vil- lage"), including each such wor er's name, address, telephone number, social security number, classification or classifications; and the hourly wages paid in each pay period, hours worked each day, and the starting and ending times of work each day for each such worker on such Project. I do hereby further certify that the hourly rate paid to each w rker is not less t an the gen- . eral prevailing rate of hourly wages required by the Act, and that an (name of contractor), and I on behalf of such contractor, are fully ware that filing a certified payroll that we know to be false is a Class B misdemeanor. I further certify that upon two (2) business days' notice, if requested, we and any subcontractor hired by us shall make available for inspection the records required in the Act to the District, its officers and agents, and to the Director of Labor, his deputies and agents, at reasonable hours at a location within the State of Illinois. q Date: Pf r , 2014 IYe,n[tWQí( fic &MA (Namae of Con actor) / (Signature) 0012-entlake/C (Printed Name) I��Ps is (Title) Subscribed and s orn to sefor- me OFFICIAL SEAL I I da of,,,t Ail , 2014. MICHELLE to of this .%; Notary sionc State of Illinois My Commission Expires Dec 17, 2016 11111.41 Notary Public Pedestrian Circulation Improvements CERTIFICATION OF PAYROLL RECORDS 1 CONTRACT BOND Pedestrian Circulation Improvements Stage 3 Bond # Subject to Adjustment Based on Final Contract Price We, as PRINCIPAL, and , as SURETY, are held and firmly bound unto the Village of Oak Brook (hereafter referred to as 'VILLAGE') in the penal sum of Dollars ($ ), lawful money of the United States, well and truly to be paid unto said VILLAGE, for the payment of which we bind ourselves, our heirs, executors, administrators, successors, jointly to pay to VILLAGE this sum under the conditions of this instrument. WHEREAS THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that, the said Principal has entered into a written contract with the Village acting through its awarding authority for the above stated project, which contract is hereby referred to and made a part hereof, as if written herein at length, and whereby the said Principal has promised and agreed to perform said work in accordance with the terms of said contract, including, but not limited to the term requiring the payment at the prevailing rate of hourly wages, and has promised to pay all sums of money due for any labor, materials,, apparatus, fixtures or machinery furnished to such Principal for the purpose of performing such work and has further agreed to pay all direct and indirect damages to any person, firm, company, or corporation suffered or sustained on account of the performance of such work during the time thereof and until such work is completed and accepted, except as modified by the Guarantee section of the Bid; and has further agreed that this bond shall insure to the benefit of any person, firm, company or corporation, to whom any money may be due from, the Principal, subcontractor or otherwise, for any such labor, materials, apparatus, fixtures or machinery so furnished and that suit may be maintained on such bond by any such person, firm, company, or corporation, for the recovery of any such money. NOW, THEREFORE, if the said Principal shall well and truly perform said work in accordance with the terms of said contract, and shall pay all sums of money due or to become due for any labor, materials, apparatus, fixtures or machinery furnished to him for the purpose of performing such work, and shall commence and complete the work within the time prescribed in said contract, and shall pay and discharge all damages, direct and indirect, that may be suffered or sustained on account of such work during the time of the performance thereof and until the said work shall have been accepted, and shall hold VILLAGE harmless on account of any such damages and shall in all respects fully and Pedestrian Circulation Improvements CONTRACT BOND 1 faithfully comply with all the provisions, conditions, and requirements of said contract, then this obligation to be void; otherwise to remain in full force and effect. IN TESTIMONY WHEREOF, the said PRINCIPAL and the said SURETY have caused this instrument to be signed by their respective officers this day of , 2014. PRINCIPAL (Company Name) (Company Name) By: By: (Signature) (Signature) (Title) (Title) (If PRINCIPAL is a joint venture of two or more contractors, the company names and authorized signatures of each contractor must be affixed.) SURETY By: (Name of Surety) (Signature of Attorney in Fact) State of Illinois ) ) SS. County of ) I , a Notary Public in and for said county, do hereby certify that (names of individuals signing on behalf of Principal and Surety) who are each personally known to me to be the same persons whose names are subscribed to the foregoing instrument on behalf of PRINCIPAL and SURETY, appeared before me this day in person and acknowledged respectively, that they signed and delivered said instrument as their free and voluntary act for the uses and purposes therein set forth. Given under my hand and notarial seal this day of , 2014. Notary Public My commission expires: Pedestrian Circulation Improvements CONTRACT BOND 2 GENERAL REQUIREMENTS SUMMARY OF WORK AND GENERAL REQUIREMENTS CONTRACT DOCUMENTS AND RELATED REQUIREMENTS Drawings, general provisions of the contract, including general and supplementary conditions shall apply to the work of this section. The contract documents show the work to be done under the contract and related requirements and conditions impacting the project. Related requirements and conditions include applicable codes and regulations, notices and permits, existing site conditions and restrictions on use of the site, requirements for partial owner occupancy during the work, coordination with other work and the phasing of the work. In the event the Contractor discovers a conflict in the contract documents and/or requirements or codes, the conflict must be brought to the immediate attention of the Owner's representative for resolution. Whenever there is a conflict or overlap in the requirements, the most stringent shall apply. EXTENT OF WORK In general the work shall include site preparation, removals, and construction of new sidewalks, decorative concrete paving crosswalks, concrete retaining walls and bollard lighting. DESCRIPTION TASKS The work tasks for the pedestrian circulation improvements are summarized briefly as follows: A. Remove and dispose of asphalt and concrete paving and curbs to accommodate new improvements. B. Install electrical components as required for bollard lighting. C. Construct concrete curbing. D. Construct concrete retaining walls E. Construct sidewalks and crosswalks. F. Complete roadway striping and restore turf areas and irrigation system as required. WORK HOURS Work hours are 7:00 a.m. to 3:00 p.m. Monday through Friday. Any deviation is subject to the approval of the Village representative. The project will be done on consecutive work days until completed, delays only to in- clement weather. CONTACT INFORMATION The contractor shall supply to the Village, phone numbers where he/she can be reached after normal working hours. Pedestrian Circulation Improvements SUMMARY OF WORK AND GENERAL REQUIREMENTS 1 CONTRACTOR USE OF PREMISES The Contractor and Contractor's personnel shall cooperate fully with the Owner's representative to facilitate efficient use of the project site. The Contractor shall perform the work in accordance with the Owner's specifications and drawings. The Contractor shall perform work on the project site strictly within the limits indicated in the contract documents. GENERAL APPLICABILITY OF CODES, REGULATIONS, AND STANDARDS All work under this contract shall be done in strict accordance with all applicable Federal, State, and local regulations. All applicable codes, regulations and standards are adopted into this specification and will have the same force and effect as this specification. The most recent edition of any relevant regulation, standard, document or code shall be in effect. Where conflict among the requirements or with these specifications exists, the most stringent requirement(s) shall be utilized. PERMITS/LICENSES The Contractor shall obtain all required permits and licenses to perform the work as required by Federal, State, and Local regulations. Contractor is required to obtain all necessary permits from the Village of Oak Brook, including permits for sidewalk, grading, and electrical work, and schedule required inspections through Community Development. There will be no charge for these permits. POSTING AND FILING OF REGULATIONS Maintain two (2) copies of applicable federal, state, and local regulations. Post one copy of each at the regulated area where workers will have daily access to the regulations and keep another copy in the Contractor's office. OWNER'S RESPONSIBILITIES Prior to commencement of work: Notify occupants adjacent to the work areas of the project dates and requirements for relocation, if needed. Arrangements must be made prior to starting work for relocation of equipment. Pedestrian Circulation Improvements SUMMARY OF WORK AND GENERAL REQUIREMENTS 2 PRE-CONSTRUCTION MEETING Prior to commencing the work, the Contractor shall meet with the Owner's representative to present and review, as appropriate, the project schedule, safety requirements submittals and access to the work area. PROJECT COORDINATION The following are the minimum administrative and supervisory personnel necessary for coordination of the work. Prior to the start of work, the contractor shall provide and maintain a sufficient quantity of materials and equipment to assure continuous and efficient work throughout the duration of the project. Work shall not start unless the following items have been delivered to the site and verification has been submitted to the Owner's representative. All materials shall be delivered in their original package, container or bundle bearing the name of the manufacturer and the brand name (where applicable). Store all materials subject to damage off the ground, away from wet or damp surfaces and under cover sufficient enough to prevent damage or contamination. Flammable and combustible materials cannot be stored inside buildings. The Contractor shall not block or hinder use of the project site by staff, and visitors by placing materials/equipment in any unauthorized location. The Owner's representative shall inspect for damaged, deteriorating or previously used materials. Such materials shall not be used and shall be removed from the worksite and disposed of properly. Adequate and appropriate PPE for the project and number of personnel/shifts shall be provided. All personal protective equipment issued must be based on a written hazard assessment in accordance with OHSA requirements. The Contractor shall be responsible for coordination of construction operations between sub-contractors included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections that depend on each other for proper installation, connection, and operation. PRE-CONSTRUCTION MEETING SUBMITTALS Submit to the Owner's representative a minimum of 14 days prior to the pre- construction meeting the following for review and approval. Meeting this requirement is a prerequisite for the pre-construction meeting for this project: Submit a detailed work schedule for the entire project. Pedestrian Circulation Improvements SUMMARY OF WORK AND GENERAL REQUIREMENTS 3 Submit a staff organization chart showing all personnel who will be working on the project and their capacity/function. STORAGE OF MATERIALS A storage location for materials and equipment shall be mutually agreed upon between the Owner's representative and the contractor before any material is stored on site. De- liver material with manufacturers labels intact and legible, store material on raised plat- forms and cover material with protective covering. Before work is started, deliver to the job site sufficient material to complete the project. If a dumpster is required, the location of the dumpster placement shall be mutually agreed upon between the Owner's representative and the contractor. All materials and equipment shall be maintained during the course of this project and shall be secured at the end of each workday. At all times the work and storage areas shall be kept in a clean, orderly, and a picked up manner, to prevent debris from blowing. Clean adjoining streets and immediate vicinity at the end of each work day. Sidewalks and other work areas will be broom swept to remove all debris. Daily material and debris not placed into dumpster will be removed from the site. REQUESTS FOR INTERPRETATION (RFI's) Immediately on discovery of the need for interpretation of the Contract Documents, pre- pare and submit an RFI on a form acceptable to the Owner's representative. Owner's representative will review each RFI, determine action required, and return it. Allow seven working days for Owners Representative's response for each RFI. RFIs received after 1:00 p.m. will be considered as received the following working day. Owners Representative's action may include a request for additional information, in which case Owners Representative's time for response will start again. Owners Representative's action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit Change Proposal. APPLICATIONS FOR PAYMENT Each Application for Payment shall be consistent with previous applications and pay- ments as certified by the Owner's representative. The date for each progress payment is indicated in the Contract. The period of con- struction Work covered by each Application for Payment is the period indicated in the Agreement. Pedestrian Circulation Improvements SUMMARY OF WORK AND GENERAL REQUIREMENTS 4 Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's lien from every entity who is lawfully entitled to file a mechanic's lien arising out of the Contract and related to the Work covered by the payment. SUBMITTAL PROCEDURES Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination. Owner's representative reserves the right to withhold action on a submit- tal requiring coordination with other submittals until related submittals are received. Allow enough time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Owner's representative's receipt of submittal. No exten- sion of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals. Allow 7 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Owner's representative will advise Contractor when a submittal being processed must be delayed for coordination. Allow 7 days for review of each resubmittal. Highlight, encircle, or otherwise specifically identify deviations from the Contract Docu- ments on submittals. Resubmit submittals until they are marked"Approved." Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabrica- tors, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Use only final submittals with mark indicating "Approved" tak- en by Owner's representative. For Product Samples submit one full set of available choices where color, pattern, tex- ture, or similar characteristics are required to be selected from manufacturer's product line. Owner's representative will return submittal with options selected. TESTING The Owner's representative reserves the right to perform material testing throughout the project. The Contractor shall coordinate the testing with the testing firm contracted di- rectly with the Owner. EXECUTION OF WORK The existence and location of site improvements, utilities, and other construction indi- cated as existing are not guaranteed. Before beginning work, investigate and verify the existence and location of electrical systems and other construction affecting the Work. Take field measurements as required to fit the Work properly. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other Pedestrian Circulation Improvements SUMMARY OF WORK AND GENERAL REQUIREMENTS 5 construction, verify dimensions of other construction by field measurements before fab- rication. Coordinate fabrication schedule with construction progress to avoid delaying the Work. Verify space requirements and dimensions of items shown diagrammatically on Drawings. Immediately on discovery of the need for clarification of the Contract Documents, submit a request for information to Owner's representative. Include a de- tailed description of problem encountered, together with recommendations for changing the Contract Documents. Construction Layout: Before proceeding to lay out the Work, verify layout information shown on Drawings, in relation to the property survey and existing benchmarks. If dis- crepancies are discovered, notify Owner's representative promptly. Locate and lay out site improvements, including pavements, grading, fill and topsoil placement. Locate and lay out control lines and levels for structures and foundations. Level structures and foundations from two or more locations. Locate the Work and components of the Work accurately, in correct alignment and ele- vation, as indicated. Comply with manufacturer's written instructions and recommenda- tions for installing products in applications indicated. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until Substantial Completion. Obtain and distribute to the par- ties involved templates for work specified to be factory prepared and field installed. Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing products to comply with indicated requirements. CLEANING Upon completion of the project the work area shall be cleaned. All debris and remaining material and supplies shall be removed from the jobsite, including the dumpster within 72 hours of completion. CLOSEOUT PROCEDURES Substantial Completion: Submit a written request for inspection for Substantial Comple- tion. On receipt of request, Owner's representative will either proceed with inspection or notify Contractor of unfulfilled requirements. After inspection, Owner's representative will prepare list of items to be completed and corrected (Punch List). Punch List items must be completed prior to certification of Substantial Completion. Final Completion: Submit a written request for final inspection for acceptance. On re- ceipt of request, Owner's representative will either proceed with inspection or notify Contractor of unfulfilled requirements. Owner's representative will prepare a final Certif- icate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued. COMPLETION DATE The work shall be completed no later than November 21, 2014. The Warranty period will begin immediately following acceptance of Final Completion. Pedestrian Circulation Improvements SUMMARY OF WORK AND GENERAL REQUIREMENTS 6 WARRANTY All material and workmanship shall be warranted against defects in material and labor for 1 year after acceptance of the project by the Village. Pedestrian Circulation Improvements SUMMARY OF WORK AND GENERAL REQUIREMENTS 7 SPECIFICATIONS MOBILIZATION Description: This work shall consist of preparatory work and operations necessary for the movement of personnel, equipment, supplies, and other incidentals to the project site. Basis of Payment: This item will be paid for at the contract lump sum price for MOBILIZATION. This item will only be paid for once regardless if the project needs to be stopped for any reason. PRECONSTRUCTION VIDEO TAPING Description: The Contractor shall prepare pre-construction video documentation of all features in the area affected by construction including the construction staging area. All video camera, recorders, tapes, accessories, and appurtenances shall be digital format equipment. Pre-construction video documentation shall consist of a series of high resolution color audio-video DVD's showing all areas affected by construction. Construction Requirements: All pertinent features within the construction's zone of influence shall be shown in sufficient detail to document its pre-construction condition. Features to be shown shall include but not be limited to pavements, curbs, driveways, sidewalks, retaining walls, landscaping, trees, shrubbery, fences, light posts, etc. View orientation shall be maintained by audio commentary on the audio track of each DVD to help explain what is being viewed. Basis of Payment: The pre-construction video taping shall be completed and copies of the tapes submitted to the Owner's representative for approval before commencing mobilization and/or construction activities. This work shall be paid for at the contract lump sum price for PRECONSTRUCTION VIDEO TAPING. No progress payments will be processed until the preconstruction video tape has been received and approved by the Owner's representative. TRAFFIC CONTROL, MAINTENANCE OF TRAFFIC, DETOURS Description: This item shall include the furnishing, installing, maintaining, relocating and removing of all traffic control devices and personnel used for the purpose of regulating, warning, or directing traffic during the construction of this project. All traffic control devices used on this project shall conform to the Standard Specifications for Traffic Control Devices and the Illinois Manual on Uniform Traffic Control Devices. No waiving of these requirements will be allowed without prior written approval of the Engineer. As a minimum the Contractor will use the latest standards drawings listed: 701502, 701606, 701701, 701801 & 701901. The Contractor shall protect all workers engaged in the project, and shall provide for safe and convenient public travel by providing adequate traffic control under all circumstances. Such circumstances may include, but not be limited to work performed Pedestrian Circulation Improvements SPECIFICATIONS 1 along the route under construction, road closures for construction operations of any type; or when any section of the road is opened to traffic prior to completion of all work. The Contractor shall ensure that work zone in question is properly signed, barricaded and otherwise marked. The Contractor will be responsible for the proper location, installation, and arrangement of all traffic control devices during the period of construction. All open excavations shall be protected by Type I barricades equipped with bi-directional flashing lights at each end of the excavation, as well as at 50-foot intervals between ends for excavations greater than 50 feet in length and weighted down by two sandbags per each barricade. All street closures shall be protected by Type III barricades equipped with bi-directional flashing lights and weighted down by eight sandbags per each barricade. The Contractor shall plan his work so that there will be no open holes during non- working hours and that all barricades have been removed from the pavement during non-working hours. In the event that one direction of travel must be closed, the Contractor has the option of setting up a detour route or using flaggers (minimum of two). The Owner's representative shall approve proper signing and barricading of the detour route and lane closures, and shall issue written authorization prior to closure. The Contractor shall maintain his operations in a manner such that traffic flow shall not be substantially impeded during the construction of the proposed improvements. Where traffic must cross open trenches during a given work day, the Contractor shall provide steel plates at street intersections and driveways. Prior to the end of a given work day, the pavement surface shall be temporarily restored. No open excavation may be left overnight or on the weekend without the express written permission of the Owner's representative. No street closure shall be permitted without the express written permission of the Owner's representative. No street closure may exceed 800 linear feet, nor be in effect from Friday night at 4:30PM to Monday morning at 9:00AM. Where it is necessary to establish a temporary detour, all the requirements of the Standard Specifications and MUTCD shall be met. As the condition and location of the work changes, the Contractor shall maintain all traffic control devices and personnel engaged in traffic control, in a manner that will accommodate the changing particulars of the work at any given time. Advance warnings, detour and directional information and other controls or directions necessary for safe passage of traffic around the work site including sidewalk closures shall be reviewed and changed, if necessary, to meet the needs of the situation. Signage erected, but not necessary or proper for the situation ahead shall be covered or taken down. Barricading and signage shall be monitored on a daily basis to ensure that it meets the requirements for work zone safety for the conditions of the particular work being performed. Pedestrian Circulation Improvements SPECIFICATIONS 2 The Contractor shall provide a name and phone number for a responsible party capable of providing emergency service, 24 hours per day, for the duration of the Project. Basis of Payment: This work shall be paid for at the contract lump sum price for TRAFFIC CONTROL AND PROTECTION, which price shall be payment in full for the installation and maintenance of proper traffic control to protect the work and the public for the duration of the Project. CONSTRUCTION LAYOUT, STAKING AND AS-BUILTS Description: The Contractor shall be required to furnish and place construction layout stakes for the project. The Contractor will be provided a digital copy of the plans, including northing and easting points, to be used for construction layout, at key locations. The Contractor shall provide field forces directed by a Registered Land Surveyor and establish the centerline of the project based upon the reference information provided on the plans, set all additional stakes for the project, including interchanges which are needed to establish offset stakes, reference points, slope stakes, pavement and curb line and grade, culverts, sewers and drainage structures, paved gutters, walls, monuments, fence, right-of-way lines, and any other horizontal or verticals controls, including supplementary benchmarks, necessary to secure a correct layout of the work. Stakes for the line and grade of pavement and/or curb shall be set at sufficient station intervals (not to exceed 50 feet) to assure substantial conformance to plan line and grade. The Contractor shall be responsible for having finished work that substantially conforms to the lines, grades, and elevations and dimensions called for on the plans. Any inspection or checking of the Contractor's layout by the Owner's representative and the acceptance of all or any part of it shall not relieve the Contractor of his responsibility to secure the proper dimensions, grades, and elevations of the work. The Contractor shall exercise care in the preservation of stakes and benchmarks, and shall have them reset at his expense when any are damaged, lost, displaced, or removed. The Contractor shall use a Registered Surveyor or Engineer and competent personnel and suitable equipment for the layout of the work required. Special attention is drawn to the fact that the Contractor will be required to keep and provide to the City record drawings of the improvement. The Contractor will be required to keep the as-built information recorded on the drawings. Standard dimensioning techniques are to be used. The information will be clear and legible to the satisfaction of the Owner's representative. Lettering on the plans will not be smaller than 1/10 of an inch in height. The Contractor will retain the services of a Registered Professional Engineer in Illinois who will review the record drawings and then provide the signed and seal statement of opinion regarding the contents of the information included in the record drawings. Pedestrian Circulation Improvements SPECIFICATIONS 3 Basis of Payment: This work will be paid for at the contract lump sum price for CONSTRUCTION LAYOUT, STAKING, AND AS-BUILTS which will include all materials, equipment, and labor needed to establish, maintain and correct if necessary the lines and grades as described herein. REMOVAL OF EXISTING PAVEMENT AND APPURTANCES Description: This work will be performed in accordance with Section 440 of the Standard Specifications with the following amendments. This work will include all saw cutting. No additional compensation for pavement removal shall be allowed without written direction from the Owner's representative prior to the commencement of any work. All materials shall be property disposed of. Removals will be made to the depth of the new structure. Basis for Payment: This work will be paid for at the contract unit price per square yard for PAVEMENT REMOVAL, the contract unit price per foot for CONCRETE CURB AND GUTTER REMOVAL and CONCRETE CURB REMOVAL and the contract unit price per square foot for SIDEWALK REMOVAL, which price will include the cost of removing and disposing of the materials and excavation to the top of the proposed subgrade. All saw cutting shall be included in the unit price and will not be paid for separately. CONCRETE CURB AND GUTTER Description: This work shall consist of the construction of new combination curb and gutter and concrete barrier (type B) curb as shown on the Plans or as designated by the Owner's representative in the field. All work shall be done in accordance with Sections 440 and 606 of the IDOT Standard Specifications and the details shown on the Plans. The concrete shall be Class SI as specified on Article 1020 of the IDOT Specifications. Basis of Payment: This work will be paid for at the contract unit price per foot for CONCRETE CURB AND GUTTER or CONCRETE BARRIER CURB, of the type specified, which price include payment for all earth excavation, furnishing and installing all expansion joints, contraction joints, tie bars, sub-base granular material, backfilling and any other appurtenant work as required. Depressed curb will be paid at the contract unit price for the adjacent type of curb specified. CONCRETE SIDEWALK Description: This item shall consist of the construction of sidewalks as per the details and at locations shown on the plans or as directed by the Owner's representative. This item will include the subbase aggregate and any excavation that is required for the installation of the new sidewalk according to the details on the plans. Pedestrian Circulation Improvements SPECIFICATIONS 4 Construction shall conform to the requirements of Section 424 of the IDOT Standard Specifications except as modified herein. The sidewalk shall be constructed on an aggregate base consisting of compacted CA-6 on a dry natural or compacted subgrade. The sidewalk shall be constructed with contraction joints spaced according to the Sidewalk Scoring Plan or as directed by the Owner's representative. The contraction joint shall be one inch in depth and may be either saw cut or tooled at the time of finishing. Basis of Payment: This work will be paid for at the contract unit price per square foot for CONCRETE SIDEWALK, which shall include earth excavation, aggregate base, expansion joints, contraction joints, tie bars and all work specified herein. Concrete Side Curb at curb ramps will not be measured separately and shall be included in the cost of CONCRETE SIDEWALK. DETECTABLE WARNINGS Description: This work will consist of all the labor, materials, tools and equipment necessary to install the prefabricated detectable warning pad. Construction will conform to the requirements of Section 424 of the Standard Specifications with the following addition. Detectable warnings will be a prefabricated system. The size of the detectable warning pads will be as shown on the plans. One warning pad per location is preferred, if it is available from the manufacturer. The color of the detectable warning surface will be red or equivalent, as approved by the Owner's representative. Approved products are listed below and are subject to change during time of contract. Wet Set by: Tuftile, Inc. 1200 Flex Court Lake Zurich, IL 60047 Phone: 888-960-8897 keith(c�tuftile.com www.tuftile.com Basis of Payment: This work will be paid for at the contract unit price per square foot for DETECTABLE WARNINGS. DECORATIVE CONCRETE PAVING CROSSWALK Description: This work shall consist of providing integrally colored and stamped Pedestrian Circulation Improvements SPECIFICATIONS 5 concrete paving crosswalks. All work shall be done in accordance with Sections 420 of the 1DOT Standard Specifications and per the details shown on the plans, and as directed by the Owner's representative. The concrete shall be Class PV as specified on Article 1020 of the IDOT Specifications. This item will include the subbase aggregate and any excavation that is required for the installation of the new crosswalks according to the details on the plans. The contractor shall submit product data and color samples for review and approval prior to installation. Installer must be trained or approved by the manufacturer of the decorative concrete systems and must have a minimum of two years' experience with projects of similar scope and quantity. The contractor shall provide an on-site mock-up, minimum size of 4 feet by 4 feet by full thickness. Demonstrate range of finishes and workmanship, including curing procedures. Approved field samples set quality standards for comparison with remaining work. Approved field samples may become part of the completed work if approved by the Owner's representative. Deliver materials in original packaging with labels intact. Store in clean, dry and protected location according to manufacturer's requirements. The Concrete Pavement shall have an integrally colored and stamped pattern as Manufactured by Butterfield Color, (800) 282-3388, www.butterfield color.com or equal as approved by the Owner's representative. Integral Concrete Colorant: ASTM C 979, factory-measured powdered mix in self- dissolving packaging, consisting of non-fading finely-ground synthetic mineral-oxide coloring pigments and water reducing wetting agent. Product: Butterfield Color® Uni-Mix® Integral Colorant. Color: Uni-Mix® U35 — Shadow Slate. Final color selections to be approved by the Owner's representative. Clear Liquid Release Agent: Clear liquid bond breaker used with stamping mats, texturing skins or texture rollers prior to imprinting concrete. Product: Butterfield Color® Clear Liquid Release. Stamp Mats: Semi-rigid polyurethane mats with projected texture and ridged underside capable of imprinting texture and joint patterns to plastic concrete. Manufacturer: Butterfield Color®. Pattern: Ashlar Slate. Final stamp pattern selections to be approved by Owner's representative. Pedestrian Circulation Improvements SPECIFICATIONS 6 Accessory Stamp Tools: Aluminum detailing tools capable of imprinting joints and dressing stamped joints of plastic concrete. Product: Butterfield Color® Stamp Tools. Concrete Admixtures: Comply with requirements of the Standard Specifications. Do not use calcium chloride or admixtures containing calcium chloride. Curing and Sealing Materials: Clear, Solvent-Borne, Membrane-Forming Curing and Sealing Compound: ASTM C 309, non-yellowing, VOC-compliant, high-gloss, clear liquid. Product: Butterfield Color® Clear-Guard Tn' Cure & Seal. Flatten Paste: Manufacturer's standard product designed to reduce sealer gloss finish to matte finish. Product: Butterfield Color® Flatten Paste. Slip-Resistive Additive: Finely graded aggregate or polymer additive designed to add to sealer for slip-resistant surface. Stamping: Stamp concrete surfaces according to manufacturer's instructions. Mat Stamping: While concrete is plastic, accurately align stamp mats in sequence and uniformly press into concrete to produce imprint pattern, texture, and depth of imprint, according to manufacturer's instructions. Remove stamps from concrete immediately. Stamp edges and surfaces unable to be imprinted with stamp mat with flexible stamping mats. Remove unembedded pigmented powder release agent after interval recommended by manufacturer and according to manufacturer's instructions. Pressure wash surfaces according to manufacturer's instructions without damaging decorative concrete. Joints: Provide sawcut control joints approximately 10 feet on center and expansion joints approximately 40 feet on center. Continue stamp pattern through joints required for construction staging. Review joint placement with Owner's representative to minimize impact to stamp pattern for approval prior to placement. Curing and Sealing: Protect decorative concrete pavement from prematurely drying and excessive cold or hot temperatures. Cure decorative concrete pavement according to manufacturer's instructions. Curing and Sealing Compound: Apply uniformly in continuous operation by sprayer or short nap roller according to manufacturer's instructions. After initial application is dry and tack free, apply a second coat. Do not over apply or apply in a single heavy coat. Thoroughly mix flatten paste in curing and sealing compound according to manufacturer's instructions. Stir occasionally to maintain uniform distribution of paste. Thoroughly mix slip-resistant additive in sealer according to manufacturer's instructions. Stir occasionally to maintain uniform Pedestrian Circulation Improvements SPECIFICATIONS 7 distribution of additive. Verify adequacy of slip resistance before opening up surfaces to traffic. Do not cover concrete with plastic sheeting. Repairs and Protection: Repair damaged decorative concrete pavement if required according to manufacturer's instructions. Clean spillage and soiling from adjacent construction according to manufacturer's instructions. Protect decorative cement concrete pavement from damage or deterioration until date of Final Acceptance. Basis of Payment: This work will be paid for at the contract unit price per square foot for DECORATIVE CONCRETE PAVING CROSSWALK, which shall include earth excavation, aggregate base, expansion joints, contraction joints, tie bars and all work specified herein. PAVEMENT PATCHING Description: This work shall be completed in accordance with Section 353, 440 and 442 and of the IDOT Standard Specifications and the details in the plans. The patches will not be quantified by type. The contractor will maintain the edge of the sawed pavement during construction operations or will re-saw the edge prior to placing the patch at no additional cost. Basis of Payment: This work shall be paid for at the contract unit price per square yard for PAVEMENT PATCH which price will include saw cutting, removal of existing pavement, PCC base course, aggregate and HMA surface course and all other work specified. This work shall be paid for at the contract unit price per square yard for HMA BIKE PATH PATCH which price will include saw cutting, removal of existing pavement, aggregate base course and HMA surface course and all other work specified. CONCRETE RETAINING WALL Description: This work will consist of the labor, equipment and materials required to excavate, compact and construct the concrete retaining wall as shown in the detail on the plans. The work shall be performed according to Section 503 of the Standard Specifications and as directed by the Owner's representative. The concrete shall be Class SI as specified on Article 1020 of the IDOT Specifications. This item will include the subbase aggregate and any excavation that is required for the installation of the new concrete seat wail according to the details on the plans. The contractor shall submit product data and color samples for review and approval prior to installation. The concrete seat wall shall include a stone pattern form liner in locations as shown on the plans. The form liner shall be high-strength urethane form liners for cast-in-place Pedestrian Circulation Improvements SPECIFICATIONS 8 concrete structures to achieve a simulated stone masonry appearance. The work shall be completed in accordance with Section 503 of the Standard Specifications except as specified herein, as shown on the plans, and as directed by the Owner's Representative. This item also consists of providing and applying a concrete stain to the textured concrete surface. Form liner shall be applied on exposed wall surfaces as shown on the plans. The form liner module is to be integrated into the specified surfaces such that there are no joints crossing the modules except where joints are indicated on the plans. Submit shop drawings of the concrete facing patterns for each area of concrete form liner. Shop drawing submittals shall include elevation views of the form liner panel layouts for the texture showing the full length and height of the structures including the footings with each form liner panel outlined. The arrangement of the form liner panels shall provide a continuous pattern of desired textures and colors with no interruption of the pattern made at the panel joints. The Contractor shall provide a cast concrete mockup containing the form liner surfaces. Locate mockup on site as directed by the Owner's Representative. Include examples of each condition required for construction i.e. liner joints, construction joints, expansion joints, steps, corners, and special conditions due to topography or man made elements, etc. Form Liners - Form liners shall be of high quality, highly reusable and capable of withstanding anticipated concrete pour pressures without causing leakage or causing physical defects. Form liners shall attach easily to pour-in-place forms and be removable without causing concrete surface damage or weakness in the substrate. Liners used for the texture shall be made from high-strength elastomeric urethane material which shall not compress more than 0.02 feet when poured at a rate of 10 vertical feet per hour. Form release agents shall be non-staining, non-residual, non- reactive and shall not contribute to the degradation of the form liner material. Forms for smooth faced surfaces shall be plastic coated or metal to provide a smooth surface free of any impression or pattern. Deliver materials in original and sealed containers, clearly marked with the manufacturer's name, brand name, type of material, batch number, and date of manufacture. Form liner shall provide a finish that mimics an ashlar stone pattern with approximate stone sizes of 8" to 25", and an average relief of 1" and maximum relief of 1-1/4". The following products are pre-approved: 1. Custom Rock International, Pattern #1103 Rustic Ashlar, 2020 West 7th Street, St. Paul, MN 55116; 800-637-2447 www.custom-rock.com Pedestrian Circulation Improvements SPECIFICATIONS 9 2. Milestones Incorporated, Pattern MS-1003 English Drystack, 235 Monroe Street, ° Hudson, WI 54016; 715-381-9660 www.milestones-online.com 3. Scott System, Pattern #189 Teton Drystack, 10777 East 45th Avenue, Denver, CO 80239; 303-373-2500 www.scottsystem.com Form liners shall be installed in accordance with the manufacturers' recommendations. Form liners shall withstand concrete placement pressures without leakage causing physical or visual defects. A form release agent shall be applied to all surfaces of the liner which will come in contact with concrete as per the manufacturer's recommendations. After each use, liners shall be cleaned and made free of build-up prior to the next placement, and visually inspected for blemishes or tears. The liner shall be securely attached to the forms according to the manufacturer's recommendations. Liners shall be attached to each other with flush seams and seams filled as necessary to eliminate visible evidence of seams in cast concrete. Liner butt joints shall be blended into the pattern so as to create no visible vertical or horizontal seams or conspicuous form butt joint marks. Liner joints must fall within pattern joints or reveals. Finished textures shall be continuous without visual disruption and properly aligned over adjacent and multiple liner panels. Continuous or single liner panels shall be used where liner joints may interrupt the intended pattern. Panel remnants shall not be pieced together. The Contractor shall coordinate concrete pours to prevent visible differences between individual pours or batches. Concrete pours shall be continuous between construction or expansion joints. Cold joints shall not occur within continuous form liner pattern fields. Wall ties shall be coordinated with the liner and form to achieve the least visible result. Liners shall be stripped between 12 and 24 hours as recommended by the manufacturer. Curing methods shall be compatible with the desired aesthetic result. Use of curing compounds will not be allowed. Concrete slump requirements shall meet the form liner manufacturers' recommendations for optimizing the concrete finish, as well as IDOT's material specifications and special provisions. With the use of standard Portland cement concrete mixtures, the Contractor shall employ proper consolidation methods to ensure the highest quality finish. Internal vibration shall be achieved with a vibrator of appropriate size, the highest frequency and low to moderate amplitude. Concrete placement shall be in lifts not to exceed 1.5 feet. Internal vibrator operation shall be at appropriate intervals and depths and withdrawn slowly enough to assure a minimal amount of surface air voids and the best possible finish without causing segregation. External form vibrators may be required to assure the proper results. Any use of external form vibrators must be approved by the form liner manufacturer and the Engineer. The use of internal or external vibratory action shall not be allowed with the use of self-consolidating concrete mixtures. It is the intention of this specification that no rubbing of flat areas or other repairs shall be required after form removal. The finished exposed formed concrete surfaces shall be Pedestrian Circulation Improvements SPECIFICATIONS 10 • free of visible vertical seams, horizontal seams, and butt joint marks. Grinding and chipping of finished formed surfaces shall be avoided. Stain shall be applied on all form liner wall surfaces for cast-in-place concrete structures as shown on the plans. The concrete stain applicator shall have a minimum of five (5) years demonstrated experience in applying concrete stains. Submit manufacturer's literature, certificates and color samples of concrete stain to the Owner's Representative for review and approval prior to mockup. After concrete work on mockup is completed and cured for a minimum of 28 days, and after surface is determined to be acceptable for coloring, apply color stain system. 1. Apply the concrete stain to the front face of the mock-up wall located on the jobsite. Stain shall be of type and color which will be used on actual walls. Application procedures and absorption rates shall be as hereinafter specified, unless otherwise recommended by the manufacturer in writing to achieve color uniformity. 2. General application to actual surfaces on the retaining wall shall not proceed until jobsite mockup has been approved in writing by the Owner's Representative. 3. The approved mockup shall serve as a standard of comparison with respect to color and overall appearance. Concrete Stain — Special penetrating stain mix as provided by the form liner manufacturer. Submit manufacturer's standard colors for selection by the Owner's Representative prior to completing mock-up. The Owner's Representative will make the final color selections after viewing the completed mock-up. Stain shall create a surface finish that is breathable (allowing water vapor transmission), and that resists deterioration from water,acid, alkali, fungi, sunlight or weathering. Stain mix shall be a water borne, low V.O.C. material, less than 1.5 lbs./gal, and shall meet requirements for weathering resistance of 2000 hours accelerated exposure. Surfaces to receive stain shall be structurally sound, free of blemishes, discoloration, surface voids and unnatural form marks, clean, dry, fully cured, and free from dust, curing agents or form release agents, efflorescence, scale, or other foreign materials. Methods and materials used for cleaning of substrate shall be as recommended, by the manufacturer of the water-repellent stain. Concrete shall be at least 30 days old prior to concrete stain application. Curing agents must be removed a minimum of 14 days prior to coating to allow the concrete to dry out. The stain shall be thoroughly mixed in accordance with the manufacturer's directions using an air-driven or other explosion-proof power mixer. Mix all containers thoroughly prior to application. Do not thin the material. Pedestrian Circulation Improvements SPECIFICATIONS 11 Materials shall be applied at the rate as recommended by the manufacturer. Absorption rates could be increased or decreased depending upon surface texture and porosity of the substrate so as to achieve even staining. Temperature and relative humidity conditions during time of concrete stain application shall be per manufacturer's application instructions. Do not apply materials under rainy conditions or within three (3) days after surfaces become wet from rainfall or other moisture. Do not apply when weather is foggy or overcast. Take precaution to ensure that workmen and work areas are adequately protected from fire and health hazards resulting from handling, mixing and application of materials. Furnish all the necessary equipment to complete the work. Provide drop cloths and other forms of protection necessary to protect all adjoining work and surfaces to render them completely free of overspray and splash from the concrete stain work. Any surfaces, which have been damaged or splattered, shall be cleaned, restored, or replaced to the satisfaction of the Owner's Representative. Avoid staining the "mortar joints" by providing suitable protection over the joints during the staining process. Sequencing: Schedule color stain application with earthwork and back-filling of any wall areas making sure that all simulated stone texture is colored to the minimum distance below grade. Delay adjacent plantings until color application is completed. Coordinate work to permit coloring applications without interference from other trades. Basis of Payment: This work will be paid for at the contract unit price per foot for the CONCRETE RETAINING WALL, which price will include the sub-base granular material, concrete, reinforcement bars, expansion joints, all excavation and backfilling, form liner, and surface applied concrete stain. THERMOPLASTIC PAVEMENT MARKING Description: This work will consist of providing Thermoplastic Pavement Marking of the size and type indicated on the plans in accordance with section 780 and 1095.01 of the Standard Specifications. Basis of Payment: This work will be paid for at the contract price per foot for THERMOPLASTIC PAVEMENT MARKING LINE, 6 INCH, AND THERMOPLASTIC PAVEMENT MARKING LINE, 24 INCH. SODDING Description: This work shall consist of preparing the ground surface, furnishing and placing topsoil to a 6 inch minimum depth, fertilizing the areas to be sodded as per IDOT specifications and furnishing and placing salt tolerant sod. The preparation of the ground surface shall include the removal of the existing sod and any excavation, if necessary, of the existing ground to obtain the required 6 inches minimum depth of topsoil. This excavation will not be paid for separately, but shall be included in the cost of Sodding. All work shall be performed in accordance with the applicable requirements Pedestrian Circulation Improvements SPECIFICATIONS 12 of Sections 211 and 252 of the IDOT Standard Specifications. All grass areas that are disturbed due to installation of the sidewalk and appurtenant construction as approved by the Engineer shall be restored by sodding. Watering shall be done as directed by the Owner's representative, in accordance with the requirements of Articles 252.08 and 252.09 of the IDOT Standard Specifications. The sodded areas shall be guaranteed by the Contractor for a period of one year after installation. During this period all defective areas caused by inadequate watering, salt damage, pedestrian and traffic damage, shall be repaired at the Contractor's expense. The Owner's representative reserves the right to postpone placement of sod if weather conditions are found to be unsuitable for effectively growing sod. The Contractor will be responsible to keep,all weeds and/or other vegetation under eight inches (8") in height. Weed control will not be paid for separately, but shall be incidental to Sodding. Basis of Payment: This work will be paid for at the contract price per square yard for SOD. LIGHT BOLLARD COMPLETE Description: This item shall consist of equipment, material and labor required to excavate and construct the foundation, install the ground rod and furnish and install a light bollard assembly. All work shall be performed in accordance with the plans as applicable to requirements of Division 800 Sections 801, Section 806, Section 821, Section 830 and Section 836 of the IDOT Standard Specifications. The light bollard unit shall be a Philips Gardco Model No. BRM32-42-CWL-NW-180-UNI V- BRP or equal. The concrete shall be Class SI as specified on Article 1020 of the IDOT Specifications. Basis of Payment: This work will be measured and paid for at the contract price per each for LIGHT BOLLARD COMPLETE. Pedestrian Circulation Improvements SPECIFICATIONS 13 • .i CONTRACT BOND • Pedestrian Circulation Improvements—Stage 3 Bond# CA3159029 Subject to Adjustment Based on Final Contract Price I We, Copenhaver Construction, Inc. as PRINCIPAL, and Great American Insurance Company� g�� ( , as SURETY, are held and firmly boundne"IVl�iion Villaand ea Nine e�eenRT'hbusan:i to as"VILLAGE") in the penal sum of Siv HI Inrdrari Figh+y Siv and M/1 nn " tars ($ 1,119,686.00 ), lawful money of the Unified States, well and truly to be paid u to said VILLAGE, for the payment of which we bind ourselves, our heirs, executors, admirrstrators, successors_,jointly to pay to VILLAGE this sum under the conditions of this instru nt. WHEREAS THE CONDITION OF THE FOREGOING! OBLIGATION IS SUCH that, the said Principal has entered into a written contract , the Village acting through its awarding authority for the above stated project, which contract is hereby referred to and made a part hereof, as if written herein at length, a • whereby the said Principal has promised and agreed to perform said work in accord. «- with the terms of said contract, induding, but not limited to the term requiring the w.- at the prevailina rate of hourly, wakes, and has promised to pay all sums of • due for any labor, materials, aooar'atus. fixtures or machinery furnished to such Prin**pal for.the purpose of performing such work and has further agreed to pay all direct a a indirect damages to any person, firm, company, or corporation suffered or sustained on . ««• nt of the performance of such work during the time thereof and until such work is «• pleted and accepted, except as modified by the Guarantee section of the Bid; and has'further agreed that this bond shall insure to the benefit of any person,firm, company or «• • • , to whom any money may be due from.the Principal, subcontractor or • '� -, for any such labor, materials, apparatus, factures or machinery so furnished and th- suit may be maintained on such bond by any such person, firm, company, or co •• - !• , for the recovery of any such money. NOW, THEREFORE, if the said Principal shall wel and truly perform said work in accordance with the terms of said contract, and shall pay all sums of money due or to become due for any labor, materials, apparatus, or machinery furnished to him for the purpose of performing such work, and shall «• •- and complete the work within the time prescribed in said contract, and shall pay and discharge all damages, direct and indirect, that may be suffered or sustained on account such work during the time of the performance thereof and until the said work shall - been accepted, and shall hold VILLAGE harmless on account of any such damages and shall in all respects fully and Pedestrian Circulation Improvements CONTRACT BOND 1 • • faithfully comply with all the provisions, conditions, and Lequirements of said contract, then this Obligation to be void;otherwise to remain in full force and effect. IN TESTIMONY WHEREOF, the said PRINCIPAL and said SURETY have caused this instrument to be signed by their respective officers this. st day of October 2014. PRINCIPAL Copenhaver Construction, Inc. (Compan ) (Ccrnpany Name) ignature — (Signature) Ken Copenhaver President • gam) M ) (If PRINCIPAL is a joint venture of two or more contractors, the company names and authorized signatures of each contractor must be affixed.) SURETY • Great American Insurance Company By; 4141c---77-Ce-,--e-e-4-4(Name of Surety) (Signature of Attorneyy ,�Ract) William Reidinger • State of Illinois ) )SS. County of Cook ) I, Karen E. Bogard , a Notary Public in and for said county, do hereby certify that Ken Copenhaver and William Reidinger (names of individuals signing on behalf of Principal and Surety) who are each personally known to me to be the same persons whose names are subscribed to the foregoing instrument on behalf of PRINCIPAL and SURETY, appeared before me this day in person and acknowledged respectively, that they signed and delivered said instrument as their free and voluntary act for the uses and purposes therein set forth. Given under my hand and notarial seal this 1st day of October ,2014. ....) , ,i;Atag,„41i Nor,Ty Public -Karen E My commission expires: OFFICIAL SEAL KAREN E. BOGARD NOTARY PUBLIC, STATE OF ILLINOIS 4/1/2016 My Commission.E spires 04/0112016 Pedestrian Circulation Improvements CONTRACT BOND 2 "v`<•!v. -may°.. .y,ys r✓"-n '�. ."(`.K�9n J't� • • GREAT AMERICAN INSURANCE COMPANY® Administrative Office: 301 E 4TH STREET • CINCINNATI,OHIO 45202 • 513-369-5000 • FAX 513-723-2740 The number of persons authorized by this power of attorney is not more than SEVEN No.0 20350 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the GREAT AMERICAN INSURANCE COMPANY,a corporation organized and existing under and by virtue of the laws of the State of Ohio,does hereby nominate,constitute and appoint the person or persons named below,each individually if more than one is named,its true and lawful attorney-in-fact,for it and in its name,place and stead to execute on behalf of the said Company,as surety,any and all bonds, undertakings and contracts of suretyship,or other written obligations in the nature thereof;provided that the liability of the said Company on any such bond, . undertaking or contract of suretyship executed under this authority shall not exceed the limit stated below. Name Address Limit of Power KAREN E.BOGARD WILLIAM REIDINGER ALL OF ALL HINA AZAM DONNA WRIGHT SCHAUMBURG,ILLINOIS $10,000,000. DONNA M.TYLER JOSEPH HALLERAN REBECCA R.ALVES This Power of Attorney revokes all previous powers issued on behalf of the attorney(s)-in-fact named above. IN WITNESS WHEREOF the GREAT AMERICAN INSURANCE COMPANY has caused these presents to be signed and attested by its appropriate officers and its corporate seal hereunto affixed this 19TH day of FEBRUARY 2013 Attest GREAT AMERICAN INSURANCE COMPANY yy 4 f Assistant Secretary Divisional Senior Vice President STATE OF OHIO,COUNTY OF HAMILTON-ss: DAVID C.KITCHIN(877-377-2405) On this 19TH day of FEBRUARY , 2013 ,before me personally appeared DAVID C.KITCHIN,to me known,being duly sworn,deposes and says that he resides in Cincinnati,Ohio,that he is a Divisional Senior Vice President of the Bond Division of Great American Insurance Company,the Company described in and which executed the above instrument;that he knows the seal of the said Company;that the seal affixed to the said instrument is such corporate seal;that it was so affixed by authority of his office under the By-Laws of said Company,and that he signed his name thereto by like authority. wa,.L KAREN L.GROSHEIM NOTARY PUBLIC,STATE Of OHIO MY COMMISSION EXPIRES 02-20-16 This Power ofAttomey is granted by authority of the following resolutions adopted by the Board of Directors of Great American Insurance Company by unanimous written consent dated June 9,2008. RESOLVED: That the Divisional President,the several Divisional Senior Vice Presidents,Divisional Vice Presidents and Divisonal Assistant Vice Presidents,or any one of them,be and hereby is authorized,from time to time,to appoint one or more Attorneys-in-Fact to execute on behalf of the Company, as surety,any and all bonds,undertakings and contracts of suretyship,or other written obligations in the nature thereof to prescribe their respective duties and the respective limits of their authority;and to revoke any such appointment at any time. RESOLVED FURTHER: That the Company seal and the signature of any of the aforesaid officers and any Secretary or Assistant Secretary of the Company may be affixed by facsimile to any power of attorney or certificate of either given for the execution of any bond,undertaking,contract of suretyship, or other written obligation in the nature thereof such signature and seal when so used being hereby adopted by the Company as the original signature of such officer and the original seal of the Company,to be valid and binding upon the Company with the same force and effect as though manually affixed. CERTIFICATION I,STEPHEN C.BERAHA,Assistant Secretary of Great American Insurance Company,do hereby certify that the foregoing Power ofAttomey and the Resolutions of the Board of Directors of June 9,2008 have not bee evok y. and are now in full force and effect. Signed and sealed this ) day of 0 Assistant Secretary S1029AC(4/11)