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R-1576 - 06/14/2016 - PEDESTRIAN ACCESS - Resolutions RESOLUTION 2016-PED-ACCESS-CNSTRCT-R-1576 A RESOLUTION APPROVING AND AUTHORIZING THE AWARD AND EXECUTION OF A CONSTRUCTION CONTRACT WITH MARTAM CONSTRUCTION INC. FOR THE PEDESTRIAN ACCESS STAGE 4(AREA G3) 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 May 13, 2016, to construct crosswalks and modify pedestrian traffic signals located at 22nd Street and the Oakbrook Center West Entrance (Stage 4 Area G3) ("Project"); and WHEREAS, the Village received 2 bids for construction of the Project; and WHEREAS, Martam Construction Inc. was the lowest responsive and responsible bidder to provide construction services for the Project in an amount not to exceed $157,938.50; and WHEREAS, the President and Board of Trustees have determined that it is in the best interest of the Village to award a construction contract to Martam Construction Inc. for the Project 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 Martam Construction Inc. to construct the Project in a total amount not to exceed $157,938.50 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 Martam Construction Inc. 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 2016-PED-ACCESS-CNSTRCT-R-1576 Award of Contract to Martam Construction Inc. Page 2 of 3 APPROVED THIS 14th day of June, 2016. Gopal G. Lalmalani Village President PASSED THIS 14th day of June, 2016. Ayes: Trustees Adler Baar, Manzo Tiesenga Yusuf Nays: None Absent: Trustee Moy _ y ATTEST: _ r kc" - -� Charlotte K. Pruss Village Clerk EXHIBIT A CONSTRUCTION CONTRACT i i I i i 1 #32523746_vl VILLAGE OF OAK BROOK CONTRACT FOR THE CONSTRUCTION OF PEDESTRIAN IMPROVEMENTS STAGE 4 (AREA G3) 22ND STREET AT OAKBROOK CENTER WEST ENTRANCE VILLAGE OF OAK BROOK CONTRACT FOR THE CONSTRUCTION OF PEDESTRIAN IMPROVEMENTS STAGE 4 22N-D STREET AT OAKBROOK CENTER WEST ENTRANCE TABLE OF CONTENTS Page ARTICLEI: THE WORK..................................................................................................... 1 1.1 Performance of the Work...........................................................................................1 1.2 Commencement and Completion Dates.....................................................................2 1.3 Required Submittals ...................................................................................................2 A. Submittals Required ...................................................................................................2 B. Number and Format....................................................................................................2 C. Time of Submission and Owner's Review.................................................................2 D. Responsibility for Delay.............................................................................................2 1.4 Review and Interpretation of Contract Provisions .....................................................3 1.5 Conditions at the Work Site; Record Drawings .........................................................3 1.6 Technical Ability to Perform......................................................................................4 1.7 Financial Ability to Perform.......................................................................................4 1.8 Time............................................................................................................................4 1.9 Safetv at the Work Site...............................................................................................4 1.10 Cleanliness of the Work Site and Environs................................................................5 4 1.11 Damage to the Work. the Work Site. and Other Property..........................................5 1.12 Subcontractors and Suppliers .....................................................................................5 A. Approval and Use of Subcontractors and Suppliers...................................................5 B. Removal of Subcontractors and Suppliers .................................................................6 1.13 Simultaneous Work By Others...................................................................................6 1.14 Occupancy Prior to Final Payment.............................................................................6 1.15 Owner's Right to Terminate or Suspend Work for Convenience ..............................6 A. Termination or Suspension for Convenience .............................................................6 B. Payment for Completed Work....................................................................................6 -i- ARTICLE II: CHANGES AND DELAYS...........................................................................7 2.1 Changes ......................................................................................................................7 2.2 Delays.........................................................................................................................7 A. Extensions for Unavoidable Delays ...........................................................................7 B. No Compensation for Delays .....................................................................................7 ARTICLE III: CONTRACTOR'S RESPONSIBILITY FOR DEFECTIVE WORK.....7 3.1 Inspection; Testing; Correction of Defects.................................................................7 A. Inspection ...................................................................................................................7 B. Re-Inspection..............................................................................................................7 C. Correction...................................................................................................................8 D. Inspection. Owner reserves the right to perform material testing throughout the Project. The Contractor shall coordinate the testing with the Owner or any test firm selectedby Owner. .............................................................................................................8 3.2 Warranty of Work.......................................................................................................8 A. Scope of Warranty......................................................................................................8 B. Repairs; Extension of Warranty .................................................................................8 C. Subcontractor and Supplier Warranties......................................................................8 3.3 Owner's Right to Correct...........................................................................................8 ARTICLE IV: FINANCIAL ASSURANCES......................................................................9 4.1 Bonds..........................................................................................................................9 4.2 Insurance.....................................................................................................................9 4.3 Indemnification...........................................................................................................9 ARTICLEV: PAYMENT......................................................................................................9 5.1 Contract Price.............................................................................................................9 5.2 Taxes and Benefits .....................................................................................................9 53 Progress Payments....................................................................................................10 A. Payment in Installments ...........................................................................................10 B. Pay Requests.............................................................................................................10 C. Work Entire..............................................................................................................10 5.4 Final Acceptance and Final Payment.......................................................................10 A. Notice of Completion...............................................................................................10 B. Punch List and Final Acceptance .............................................................................10 C. Final Payment........................................................................................................... 10 5.5 Liens.........................................................................................................................I 1 A. Title........................................................................................................................... II -ii- B. Waivers of Lien........................................................................................................11 C. Removal of Liens .....................................................................................................11 D. Protection of Owner Only ........................................................................................11 5.6 Deductions................................................................................................................ 11 A. Owner's Right to Withhold......................................................................................11 B. Use of Withheld Funds.............................................................................................12 ARTICLE VI: DISPUTES AND REMEDIES...................................................................12 6.1 Dispute Resolution Procedure..................................................................................12 A. Notice of Disputes and Objections...........................................................................12 B. Negotiation of Disputes and Objections...................................................................12 6.2 Contractor's Remedies .............................................................................................13 6.3 Owner's Remedies....................................................................................................13 6.4 Owner's Additional Remedy for Del ay....................................................................14 6.5 Terminations and Suspensions Deemed for Convenience .......................................14 ARTICLE VIL• LEGAL RELATIONSHIPS AND REQUIREMENTS .........................14 7.1 Binding Effect..........................................................................................................14 7.2 Relationship of the Parties........................................................................................15 7.3 No Collusion/Prohibited Interests ............................................................................15 7.4 Assignment...............................................................................................................15 7.5 Confidential Information..........................................................................................15 7.6 No Waiver ................................................................................................................16 7.7 No Third Party Beneficiaries....................................................................................16 7.8 Notices......................................................................................................................16 7.9 Governing Laws .......................................................................................................17 7.10 Changes in Laws.......................................................................................................17 7.11 Compliance with Laws.............................................................................................17 A. Compliance Required...............................................................................................17 B. Liability for Fines; Penal ties.....................................................................................17 �I C, Prevailing Wage Act.................................................................................................17 D. Required Provisions Deemed Inserted .....................................................................18 I 7.12 Compliance with Patents..........................................................................................18 A. Assumption of Costs, Royalties, and Fees ...............................................................18 B. Effect of Contractor Being Enioined........................................................................18 7.13 Time..........................................................................................................................18 -iii- 7.14 Severability...............................................................................................................19 7.15 Entire Agreement......................................................................................................19 7.16 Amendments.............................................................................................................19 Contractor's Certification Attachment A: Supplemental Schedule of Contract Terms Attachment B: Specifications Attachment C: List of Drawings Attachment D: Special Project Requirements Appendix 1: Prevailing Wage Appendix 2: Form of Performance Bond Appendix 3: Form of Labor and Materials Bond i �I I -iv- VILLAGE OF OAK BROOK CONTRACT FOR THE CONSTRUCTION OF PEDESTRIAN IMPROVEMENTS STAGE 4 22ND STREET AT OAKBROOK CENTER WEST ENTRANCE In consideration of the mutual promises set forth below, the Village of Oak Brook, 1200 Oak Brook Road, Oak Brook, Illinois, 60523, an Illinois municipal corporation ("Owner"), and Martam Construction Inc., 1200 Gasket Drive, Elgin, Illinois 60120 ("Contractor"), make this Contract as of , 2016, (the "Effective Date") and hereby agree as follows: ARTICLE I: THE WORK 1.1 Performance of the Work Contractor, at its sole cost and expense, must provide, perform, and complete all of the following, all of which is herein referred to as the "Work': 1. Labor Equipment Materials, and Supplies. Provide, perform, and complete, in the manner described and specified in this Contract, all necessary work, labor, services, transportation, equipment, materials, apparatus, machinery, tools, fuels, gas, electric, water, waste disposal, information, data, and other means and items necessary to accomplish the Project at the Work Site, both as defined in Attachment A, in accordance with the specifications attached hereto as Attachment B, the drawings identified in the list attached hereto as Attachment C, and the Special Project Requirements attached hereto as Attachment D. 2. Permits. Except as otherwise provided in Attachment A, procure and furnish all permits, licenses, and other governmental approvals and authorizations necessary in connection therewith. 3. Bonds and Insurance. Procure and furnish all Bonds and all certificates of insurance specified in this Contract. 4. Taxes. Pay all applicable federal, state, and local taxes. 5. Miscellaneous. Do all other things required of Contractor by this Contract, including without limitation arranging for utility and other services needed for the Work and for testing, including the installation of temporary utility lines, wiring, switches, fixtures, hoses, connections, and meters, and providing sufficient sanitary conveniences and shelters to accommodate all workers and all personnel of Owner engaged in the Work. 6. Quality. Provide, perform, and complete all of the foregoing in a proper and workmanlike manner, consistent with the highest standards of professional and -1- CONTRACT construction practices and in full compliance with, and as required by or pursuant to, this Contract, and with the greatest economy, efficiency, and expedition consistent therewith, with only new, undamaged and first quality equipment, materials, and supplies. 1.2 Commencement and Completion Dates Contractor must commence the Work not later than the "Commencement Date" set forth on Attachment A and must diligently and continuously prosecute the Work at such a rate as will allow the Work to be fully provided, performed, and completed in full compliance with this Contract not later than the "Completion Date" set forth in Attachment A. The time of commencement, rate of progress, and time of completion are referred to in this Contract as the "Contract Time." 1.3 Required Submittals A. Submittals Required. Contractor must submit to Owner all documents, data, and information specifically required to be submitted by Contractor under this Contract and must, in addition, submit to Owner all such drawings, specifications, descriptive information, and engineering documents, data, and information as may be required, or as may be requested by Owner, to show the details of the Work, including a complete description of all equipment, materials, and supplies to be provided under this Contract ("Required Submittals"). Such details must include, but are not limited to, design data, structural and operating features, principal dimensions, space required or provided, clearances required or provided, type and brand of finish, and all similar matters, for all components of the Work. B. Number and Format. Contractor must provide three complete sets for each Required Submittal. All Required Submittals must be prepared on white 8-1/2"x 11"paper. C. Time of Submission and Owner's Review. All Required Submittals must be provided to Owner no later than the time, if any, specified in this Contract for their submission or, if no time for submission is specified, in sufficient time, in Owner's sole opinion, to permit Owner to review the same prior to the commencement of the part of the Work to which they relate and prior to the purchase of any equipment, materials, or supplies that they describe. Owner will have the right to require such corrections as may be necessary to make such submittals conform to this Contract. All such submittals wilt, after final processing and review with no exception noted by Owner, become a part of this Contract. No Work related to any submittal may be performed by Contractor until Owner has completed review of such submittal with no exception noted. Owner's review and stamping of any Required Submittal will be for the sole purpose of examining the general management, design, and details of the proposed Work. does not relieve Contractor of the entire responsibility for the performance of the Work in full compliance with.. and as required by or pursuant to this Contract, and may not be regarded as any assumption of risk or liability by Owner. D. Responsibility for Delay. Contractor is responsible for any delay in the Work due to delay in providing Required Submittals conforming to this Contract. -2- CONTRACT 1.4 Review and Interpretation of Contract Provisions Contractor represents and warrants that it has carefully reviewed this Contract, including all of its Attachments, and the drawings identified in Attachment C, all of which are by this reference incorporated into and made a part of this Contract. Contractor must, at no increase in the Contract Price, provide workmanship, equipment, materials, and supplies that fully conform to this Contract. Whenever any equipment, materials or supplies are specified or described in this Contract by using the name or other identifying feature of a proprietary product or the name or other identifying feature of a particular manufacturer or vendor, the specific item mentioned is understood as establishing the type, function and quality desired. Other manufacturers' or vendors' products may be accepted, provided that the products proposed are equivalent in substance and function to those named as determined by Owner in its sole and absolute discretion. Contractor must promptly notify Owner of any discrepancy, error, omission, ambiguity, or conflict among any of the provisions of this Contract before proceeding with any Work affected thereby. If Contractor fails to give such notice to Owner, then the subsequent decision of Owner as to which provision of this Contract governs is final, and any corrective work required does not entitle Contractor to any damages, to any compensation in excess of the Contract Price, or to any delay or extension of the Contract Time. When the equipment, materials, or supplies furnished by Contractor cannot be installed as specified in this Contract, Contractor must, without any increase in the Contract Price, make all modifications required to properly install the equipment, materials, or supplies. Any such modification is subject to the prior review and consent of Owner. 1.5 Conditions at the Work Site: Record Drawings Contractor represents and warrants that it has had a sufficient opportunity to conduct a thorough investigation of the Work Site and the surrounding area and has completed such investigation to its satisfaction. Contractor will have no claim for damages, for compensation in excess of the Contract Price, or for a delay or extension of the Contract Time based upon conditions found at, or in the vicinity of. the Work Site. When information pertaining to subsurface, underground or other concealed conditions, soils analysis, borings, test pits, utility locations or conditions, buried structures, condition of existing structures. and other investigations is or has been provided by Owner, or is or has been otherwise made available to Contractor by Owner, such information is or has been provided or made available solely for the convenience of Contractor and is not part of this Contract. Owner assumes no responsibility whatever in respect to the sufficiency or accuracy of such information, and there is no guaranty or warranty. either expressed or implied, that the conditions indicated are representative of those existing throughout the Work or the Work Site, or that the conditions indicated are representative of those existing at any particular location, or that the conditions indicated may not change, or that unanticipated conditions may not be present. -3- CONTRACT Contractor is solely responsible for locating all existing underground installations by prospecting no later than two workdays prior to any scheduled excavation or trenching, whichever is earlier. Contractor must check all dimensions, elevations, and quantities indicated in this Contract within the same time period as set forth above for prospecting underground installations. Contractor must lay out the Work in accordance with this Contract and must establish and maintain such locations, lines and levels. Wherever pre-existing work is encountered, Contractor must verify and be responsible for dimensions and location of such pre- existing work. Contractor must notify Owner of any discrepancy between the dimensions, elevations and quantities indicated in this Contract and the conditions of the Work Site or any other errors, omissions or discrepancies which Contract may discover during such inspections. Full instructions will be furnished by Owner should such error, omission. or discrepancy be discovered, and Contractor must carry out such instructions as if originally specified and without any increase in Contract Price. Before Final Acceptance of the Work. Contractor must submit to Owner two sets of Drawings of Record, unless a greater number is specified elsewhere in this Contract, indicating all field deviations from Attachment B or the drawings identified in Attachment C. 1.6 Technical Ability to Perform Contractor represents and warrants that it is sufficiently experienced and competent, and has the necessary capital, facilities, plant, organization, and staff, to provide, perform and complete the Work in full compliance with, and as required by or pursuant to, this Contract. 1.7 Financial Ability to Perform Contractor represents and warrants that it is financially solvent, and Contractor has the financial resources necessary to provide, perform and complete the Work in full compliance with, and as required by or pursuant to, this Contract. 1.8 Time Contractor represents and warrants that it is ready, willing, able and prepared to begin the Work on the Commencement Date and that the Contract Time is sufficient time to permit completion of the Work in full compliance with, and as required by or pursuant to, this Contract for the Contract Price, all with due regard to all natural and man-made conditions that may affect the Work or the Work Site and all difficulties, hindrances, and delays that may be incident to the Work. 1.9 Safetv at the Work Site Contractor is solely and completely responsible for providing and maintaining safe conditions at the Work Site, including the safety of all persons and property during performance of the Work. This requirement applies continuously and is not limited to normal working hours. Contractor must take all safety precautions as necessary to comply with all applicable laws and to prevent injury to persons and damage to property. -4- CONTRACT Contractor must conduct all of its operations without interruption or interference with vehicular and pedestrian traffic on public and private rights-of-way, unless it has obtained permits therefor from the proper authorities. If any public or private right-of-way are rendered unsafe by Contractor's operations, Contractor must make such repairs or provide such temporary ways or guards as are acceptable to the proper authorities. 1.10 Cleanliness of the Work Site and Environs Contractor must keep the Work Site and adjacent areas clean at all times during performance of the Work and must, upon completion of the Work, leave the Work Site and adjacent areas in a clean and orderly condition. 1.11 Damage to the Work, the Work Site, and Other Property The Work and everything pertaining thereto is provided, performed, completed, and maintained at the sole risk and cost of Contractor from the Commencement Date until Final Payment. Contractor is fully responsible for the protection of all public and private property and all persons. Without limiting the foregoing, Contractor must, at its own cost and expense, provide all permanent and temporary shoring, anchoring and bracing required by the nature of the Work in order to make all parts absolutely stable and rigid, even when such shoring, anchoring and bracing is not explicitly specified, and support and protect all buildings, bridges, roadways, conduits, wires, water pipes, gas pipes, sewers, pavements, curbs, sidewalks, fixtures and landscaping of all kinds and all other public or private property that may be encountered or endangered in providing, performing and completing the Work. Contractor will have no claim against Owner because of any damage or loss to the Work or to Contractor's equipment, materials, or supplies from any cause whatsoever, including damage or loss due to simultaneous work by others. Contractor must, promptly and without charge to Owner, repair or replace, to the satisfaction of Owner. any damage done to, and any loss suffered by, the Work and any damage done to, and any loss suffered by, the Work Site or other property as a result of the Work. Notwithstanding any other provision of this Contract, Contractor's obligations under this Section exist without regard to, and may not be construed to be waived by, the availability or unavailability of any insurance, either of Owner or Contractor, to indemnify, hold harmless, or reimburse Contractor for the cost of any repair or replacement work required by this Section. 1.12 Subcontractors and Suppliers A. Approval and Use of Subcontractors and Suppliers. Contractor must perform the Work with its own personnel and under the management, supervision, and control of its own organization unless otherwise approved by Owner in writing. All subcontractors, suppliers, and subcontracts used by Contractor must be acceptable to.. and approved in advance by, Owner. Owner's approval of any subcontractor, supplier, and subcontract does not relieve Contractor of full responsibility and liability for the provision, performance, and completion of the Work in full compliance with, and as required by or pursuant to, this Contract. All Work performed under any subcontract is subject to all of the provisions of this Contract in the same manner as if performed by employees of Contractor. Every reference in this Contract to "Contractor" is -5- CONTRACT deemed also to refer to all subcontractors and suppliers of Contractor. Every subcontract must include a provision binding the subcontractor or supplier to all provisions of this Contract. B. Removal of Subcontractors and Suppliers. If any subcontractor or supplier fails to perform the part of the Work undertaken by it in a manner satisfactory to Owner, Contractor must immediately upon notice from Owner terminate such subcontractor or supplier. Contractor will have no claim for damages, for compensation in excess of the Contract Price, or for a delay or extension of the Contract Time as a result of any such termination. 1.13 Simultaneous Work By Others Owner has the right to perform or have performed such other work as Owner may desire in, about, or near the Work Site during the performance of the Work by Contractor. Contractor must make every reasonable effort to perform the Work in such manner as to enable both the Work and such other work to be completed without hindrance or interference from each other. Contractor must afford Owner and other contractors reasonable opportunity for the execution of such other work and must properly coordinate the Work with such other work. 1.14 Occupancv Prior to Final Pavment Owner will have the right, at its election, to occupy, use, or place in service any part of the Work prior to Final Payment. Such occupancy, use, or placement in service must be conducted in such manner as not to damage any of the Work or to unreasonably interfere with the progress of the Work. No such occupancy, use, or placement in service may be construed as an acceptance of any of the Work or a release or satisfaction of Contractor's duty to insure and protect the Work, nor may it, unless conducted in an unreasonable manner, be considered as an interference with Contractor's provision,performance, or completion of the Work. 1.15 Owner's Right to Terminate or Suspend Work for Convenience A. Termination or Suspension for Convenience. Owner has the right, for its convenience, to terminate or suspend the Work in whole or in part at any time by written notice to Contractor. Every such notice must state the extent and effective date of such termination or suspension. On such effective date, Contractor must, as and to the extent directed, stop Work under this Contract, cease all placement of further orders or subcontracts, terminate or suspend Work under existing orders and subcontracts, cancel any outstanding orders or subcontracts that may be cancelled, and take any action necessary to protect any property in its possession in which Owner has or may acquire any interest and to dispose of such property in such manner as may be directed by Owner. B. Payment for Completed Work. In the event of any termination pursuant to Subsection 1.15A above, Owner must pay Contractor (1) such direct costs, excluding overhead, as Contractor has paid or incurred for all Work done in compliance with, and as required by or pursuant to, this Contract up to the effective date of termination together with ten percent of such costs for overhead and profit; and (2) such other costs pertaining to the Work, exclusive of overhead and profit, as Contractor may have reasonably and necessarily incurred as the result of -6- CONTRACT such termination. Any such payment may be offset by any prior payment or payments and is subject to Owner's rights to withhold and deduct as provided in this Contract. ARTICLE IL• CHANGES AND DELAYS 2.1 Changes Owner has the right, by written order executed by Owner, to make changes in the Contract, the Work, the Work Site, and the Contract Time ("Change Order"). If any Change Order causes an increase or decrease in the amount of the Work, an equitable adjustment in the Contract Price or Contract Time may be made. All claims by Contractor for an equitable adjustment in either the Contract Price or the Contract Time must be made within two business days following receipt of such Change Order, and may, if not made prior to such time, be conclusively deemed to have been waived. No decrease in the amount of the Work caused by any Change Order will entitle Contractor to make any claim for damages, anticipated profits, or other compensation. 2.2 Delays A. Extensions for Unavoidable Delays. For any delay that may result from causes that could not be avoided or controlled by Contractor, Contractor must, upon timely written application, be entitled to issuance of a Change Order providing for an extension of the Contract Time for a period of time equal to the delay resulting from such unavoidable cause. No extension of the Contract Time will be allowed for any other delay in completion of the Work. B. No Compensation for Delays. No payment, compensation, damages, or adjustment of any kind, other than the extension of the Contract Time provided in Subsection 2.2A above, may be made to, or claimed by, Contractor because of hindrances or delays from any cause in the commencement. prosecution, or completion of the Work, whether caused by Owner or any other parry and whether avoidable or unavoidable. ARTICLE III: CONTRACTOR'S RESPONSIBILITY FOR DEFECTIVE WORK 3.1 Inspection; Testing; Correction of Defects A. Inspection. Until Final Payment, all parts of the Work are subject to inspection and testing by Owner or its designated representatives. Contractor must furnish, at its own expense, all reasonable access, assistance, and facilities required by Owner for such inspection and testing. B. Re-Inspection. Re-inspection and re-testing of any Work may be ordered by Owner at any time. and, if so ordered, any covered or closed Work must be uncovered or opened by Contractor. If the Work is found to be in full compliance with this Contract,then Owner must pay the cost of uncovering, opening, re-inspecting. or re-testing, as the case may be. If such Work is not in full compliance with this Contract,then Contractor must pay such cost. -7- CONTRACT C. Correction. Until Final Payment, Contractor must, promptly and without charge, repair, correct, or replace all or any part of the Work that is defective, damaged, flawed, or unsuitable or that in any way fails to conform strictly to the requirements of this Contract. D. Inspection. Owner reserves the right to perform material testing throughout the Project. The Contractor shall coordinate the testing with the Owner or any test firm selected by Owner. 3.2 Warranty of Work A. Scope of Warranty. Contractor warrants that the Work and all of its components will be free from defects and flaws in design, workmanship, and materials; must strictly conform to the requirements of this Contract; and will be fit, sufficient, and suitable for the purposes expressed in, or reasonably inferred from, this Contract. The warranty herein expressed is in addition to any other warranties expressed in this Contract, or expressed or implied by law, which are hereby reserved unto Owner. B. Repairs: Extension of Warranty. Contractor, promptly and without charge, must correct any failure to fulfill the above warranty that may be discovered or develop at any time within one year after Final Payment or such longer period as may be prescribed in Attachment B or Attachment D to this Contract or by law. The above warranty may be extended automatically to cover all repaired and replacement parts and labor provided or performed under such warranty and Contractor's obligation to correct Work may be extended for a period of one year from the date of such repair or replacement. The time period established in this Subsection 3.213 relates only to the specific obligation of Contractor to correct Work and may not be construed to establish a period of limitation with respect to other obligations that Contractor has under this Contract. C. Subcontractor and Supplier Warranties. Whenever Attachment B or Attachment D requires a subcontractor or supplier to provide a guaranty or warranty, Contractor is solely responsible for obtaining said guaranty or warranty in form satisfactory to Owner and assigning said warranty or guaranty to Owner. Acceptance of any assigned warranties or guaranties by Owner is a precondition to Final Payment and does not relieve Contractor of any of its guaranty or warranty obligations under this Contract. 3.3 Owner's Right to Correct If. within two business days after Owner gives Contractor notice of any defect, damage, flaw. unsuitability, nonconformity, or failure to meet warranty subject to correction by Contractor pursuant to Section 3.1 or Section 3.2 of this Contract, Contractor neglects to make, or undertake with due diligence to make, the necessary corrections, then Owner is entitled to make, either with its own forces or with contract forces, the corrections and to recover from Contractor all resulting costs, expenses, losses. or damages, including attorneys' fees and administrative expenses. -8- CONTRACT ARTICLE IV: FINANCIAL ASSURANCES 4.1 Bonds Contemporaneous with Contractor's execution of this Contract, Contractor must provide a Performance Bond and a Labor and Material Payment Bond, on forms provided by, or otherwise acceptable to, Owner, from a surety company licensed to do business in the State of Illinois with a general rating of A and a financial size category of Class X or better in Best's Insurance Guide, each in the penal sum of the Contract Price ("Bonds"). Contractor, at all times while providing, performing, or completing the Work, including, without limitation, at all times while correcting any failure to meet warranty pursuant to Section 3.2 of this Contract, must maintain and keep in force, at Contractor's expense,the Bonds required hereunder. 4.2 Insurance Contractor hereby agrees and will, at its expense, carry insurance pursuant to the terms, conditions, and coverages set forth in Attachment A. 4.3 Indemnification Contractor hereby agrees to and will indemnify and save harmless Owner and all of it elected officials, officers, employees, attorneys, agents, and representatives against any and all lawsuits, claims, demands, damages, liabilities, losses.. and expenses, including attorneys' fees and administrative expenses, that may arise, or be alleged to have arisen, out of or in connection with Contractor's performance of or failure to p erform, the Work or any part thereof whether or not due or claimed to be due in whole or in part to the active, passive, or concurrent negligence or fault of Contractor, except to the extent caused solely by the negligence of Owner. ARTICLE V: PAYMENT 5.1 Contract Price Owner must pay to Contractor, in accordance with and subject to the terms and conditions set forth in this Article V and Attachment A. and Contractor must accept in full satisfaction for providing, performing, and completing the Work, the amount or amounts set forth in Attachment A (the "Contract Price"). subject to any additions, deductions, or withholdings provided for in this Contract. 5.2 Taxes and Benefits Owner is exempt from and will not be responsible to pay, or reimburse Contractor for, any state or local sales, use. or excise taxes. The Contract Price includes all other applicable federal. state. and local taxes of every kind and nature applicable to the Work as well as all taxes, contributions. and premiums for unemployment insurance, old age or retirement benefits. pensions. annuities, or other similar benefits. All claim or right to claim additional compensation -9- CONTRACT by reason of the payment of any such tax, contribution, or premium is hereby waived and released by Contractor. 5.3 Progress Payments A. Payment in Installments. The Contract Price must be paid in monthly installments in the manner set forth in Attachment A ("Progress Payments"). B. Pay Requests. 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. Each Pay Request must include (a) Contractor's certification of the value of, and partial or final waivers of lien covering, all Work for which payment is then requested and (b) Contractor's certification that all prior Progress Payments have been properly applied to the payment or reimbursement of the costs with respect to which they were paid. C. Work Entire. This Contract and the Work are entire and the Work as a whole is of the essence of this Contract. Notwithstanding any other provision of this Contract, each and every part of this Contract and of the Work are interdependent and common to one another and to Owner's obligation to pay all or any part of the Contract Price or any other consideration for the Work. Any and all Progress Payments made pursuant to this Article are provided merely for the convenience of Contractor and for no other purpose. 5.4 Final Acceptance and Final Payment A. Notice of Completion. When the Work has been completed and is ready in all respects for acceptance by Owner, Contractor must notify Owner and request a final inspection ("Notice of Completion"). Contractor's Notice of Completion must be given sufficiently in advance of the Completion Date to allow for scheduling of the final inspection and for completion or correction before the Completion Date of any items identified by such inspection as being defective, damaged, flawed, unsuitable, nonconforming, incomplete, or otherwise not in full compliance with,or as required by or pursuant to, this Contract(`Punch List Work"). B. Punch List and Final Acceptance. The Work may be finally accepted when, and only when. the whole and all parts thereof have been completed to the satisfaction of Owner in full compliance with, and as required by or pursuant to, this Contract. Upon receipt of Contractor's Notice of Completion, Owner must make a review of the Work and notify Contractor in writing of all Punch List Work. if any, to be completed or corrected. Following Contractor's completion or correction of all Punch List Work, Owner must make another review of the Work and prepare and deliver to Contractor either a written notice of additional Punch List Work to be completed or corrected or a written notice of final acceptance of the Work ('Final Acceptance"). C. Final Payment. As soon as practicable after Final Acceptance, Contractor must submit to Owner a properly completed final Pay Request in the form provided by Owner ("Final Pay Request'). Owner must pay to Contractor the balance of the Contract Price, after deducting -14- CONTRACT therefrom all charges against Contractor as provided for in this Contract ("Final Payment"). Final Payment must be made not later than 60 days after Owner approves the Final Pay Request. The acceptance by Contractor of Final Payment will operate as a full and complete release of Owner of and from any and all lawsuits, claims, demands, damages, liabilities, losses, and expenses of, by, or to Contractor for anything done, furnished for, arising out of, relating to, or in connection with the Work or for or on account of any act or neglect of Owner arising out of, relating to, or in connection with the Work. 5.5 Liens A. Title. Nothing in this Contract may be construed as vesting in Contractor any right of property in any equipment, materials, supplies, and other items provided under this Contract after they have been installed in, incorporated into, attached to, or affixed to, the Work or the Work Site. All such equipment, materials, supplies, and other items will, upon being so installed, incorporated, attached or affixed, become the property of Owner, but such title will not release Contractor from its duty to insure and protect the Work in accordance with the requirements of this Contract. B. Waivers of Lien. Contractor must, from time to time at Owner's request and in any event prior to Final Payment, furnish to Owner such receipts, releases, affidavits, certificates, and other evidence as may be necessary to establish, to the reasonable satisfaction of Owner, that no lien against the Work or the public funds held by Owner exists in favor of any person whatsoever for or by reason of any equipment, material, supplies, or other item furnished, labor performed, or other thing done in connection with the Work or this Contract ("Lien") and that no right to file any Lien exists in favor of any person whatsoever. C. Removal of Liens. If at any time any notice of any Lien is filed, then Contractor must, promptly and without charge, discharge, remove, or otherwise dispose of such Lien. Until such discharge, removal, or disposition, Owner will have the right to retain from any money payable hereunder an amount that Owner, in its sole judgment, deems necessary to satisfy such Lien and to pay the costs and expenses, including attorneys' fees and administrative expenses, of any actions brought in connection therewith or by reason thereof. D. Protection of Owner Only. This Section does not operate to relieve Contractor's surety or sureties from any of their obligations under the Bonds, nor may it be deemed to vest any right, interest, or entitlement in any subcontractor or supplier. Owner's retention of funds pursuant to this Section is deemed solely for the protection of its own interests pending removal of such Liens by Contractor, and Owner will have no obligation to apply such funds to such removal but may,nevertheless, do so where Owner's interests would thereby be served. 5.6 Deductions A. Owner's Right to Withhold. Notwithstanding any other provision of this Contract and without prejudice to any of Owner's other rights or remedies.. Owner will have the right at any time or times, whether before or after approval of any Pay Request, to deduct and withhold from any Progress or Final Payment that may be or become due under this Contract such amount i -11- CONTRACT as may reasonably appear necessary to compensate Owner for any actual or prospective loss due to: (1) Work that is defective, damaged, flawed, unsuitable, nonconforming, or incomplete; (2) damage for which Contractor is liable under this Contract; (3) state or local sales, use, or excise taxes from which Owner is exempt; (4) Liens or claims of Lien regardless of merit; (5) claims of subcontractors, suppliers. or other persons regardless of merit; (6) delay in the progress or completion of the Work; (7) inability of Contractor to complete the Work; (8) failure of Contractor to properly complete or document any Pay Request; (9) any other failure of Contractor to perform any of its obligations under this Contract; or (10)the cost to Owner, including attorneys' fees and administrative costs, of correcting any of the aforesaid matters or exercising any one or more of Owner's remedies set forth in Section 6.3 of this Contract. B. Use of Withheld Funds. Owner is entitled to retain any and all amounts withheld pursuant to Subsection 5.6A above until Contractor has either performed the obligations in question or furnished security for such performance satisfactory to Owner. Owner is entitled to apply any money withheld or any other money due Contractor under this Contract to reimburse itself for any and all costs, expenses, losses, damages, liabilities, suits, judgments, awards, attorneys' fees and administrative expenses incurred, suffered, or sustained by Owner and chargeable to Contractor under this Contract. ARTICLE VI: DISPUTES AND REMEDIES 6.1 Dispute Resolution Procedure A. Notice of Disputes and Objections. If Contractor disputes or objects to any requirement, direction, instruction, interpretation, determination, or decision of Owner, Contractor may notify Owner in writing of its dispute or objection and of the amount of any equitable adjustment to the Contract Price or Contract Time to which Contractor claims it will be entitled as a result thereof: provided, however, that Contractor must, nevertheless, proceed without delay to perform the Work as required, directed, instructed, interpreted, determined, or decided by Owner, without regard to such dispute or objection. Unless Contractor so notifies Owner within two business days after receipt of such requirement, direction, instruction, interpretation, determination, or decision, Contractor is conclusively deemed to have waived all such disputes or objections and all claims based thereon. B. Negotiation of Dilutes and Objections. To avoid and settle without litigation any such dispute or objection. Owner and Contractor agree to engage in good faith negotiations. Within three business days after Owner's receipt of Contractor's written notice of dispute or objection, a conference between Owner and Contractor will be held to resolve the dispute. Within three business days after the end of the conference, Owner must render its final decision, in writing, to Contractor. If Contractor objects to the final decision of Owner, then it must, within three business days, give Owner notice thereof and, in such notice, must state its final demand for settlement of the dispute. Unless Contractor so notifies Owner, Contractor will be j conclusively deemed (1) to have agreed to and accepted Owner's final decision and (2)to have waived all claims based on such final decision. -12- CONTRACT 6.2 Contractor's Remedies If Owner fails or refuses to satisfy a final demand made by Contractor pursuant to Section 6.1 of this Contract, or to otherwise resolve the dispute which is the subject of such demand to the satisfaction of Contractor, within 10 days after receipt of such demand, then Contractor will be entitled to pursue such remedies, not inconsistent with the provisions of this Contract, as it may have in law or equity. 6.3 Owner's Remedies If it should appear at any time prior to Final Payment that Contractor has failed or refused to prosecute, or has delayed in the prosecution of, the Work with diligence at a rate that assures completion of the Work in full compliance with the requirements of this Contract on or before the Completion Date, or has attempted to assign this Contract or Contractor's rights under this Contract, either in whole or in part, or has falsely made any representation or warranty in this Contract, or has otherwise failed, refused, or delayed to perform or satisfy any other requirement of this Contract or has failed to pay its debts as they come due ("Event of Default"), and has failed to cure any such Event of Default within five business days after Contractor's receipt of written notice of such Event of Default, then Owner will have the right, at its election and without prejudice to any other remedies provided by law or equity, to pursue any one or more of the following remedies: 1. Owner may require Contractor, within such reasonable time as may be fixed by Owner, to complete or correct all or any part of the Work that is defective, damaged, flawed, unsuitable, nonconforming, or incomplete; to remove from the Work Site any such Work; to accelerate all or any part of the Work; and to take any or all other action necessary to bring Contractor and the Work into strict compliance with this Contract. 2. Owner may perform or have performed all Work necessary for the accomplishment of the results stated in Paragraph I above and withhold or recover from Contractor all the cost and expense, including attorneys' fees and administrative costs, incurred by Owner in connection therewith. 3. Owner may accept the defective, damaged, flawed, unsuitable, nonconforming, incomplete, or dilatory Work or part thereof and make an equitable reduction in the Contract Price. 4. Owner may terminate this Contract without liability for further payment of amounts due or to become due under this Contract. 5. Owner may, without terminating this Contract. terminate Contractor's rights under this Contract and, for the purpose of completing or correcting the Work, evict Contractor and take possession of all equipment, materials, supplies, tools, appliances, plans, specifications, schedules, manuals, drawings, and other papers relating to the Work, whether at the Work Site or elsewhere, and either complete -13- CONTRACT or correct the Work with its own forces or contracted forces, all at Contractor's expense. 6. Upon any termination of this Contract or of Contractor's rights under this Contract, and at Owner's option exercised in writing, any or all subcontracts and supplier contracts of Contractor will be deemed to be assigned to Owner without any further action being required, but Owner may not thereby assume any obligation for payments due under such subcontracts and supplier contracts for any Work provided or performed prior to such assignment. 7. Owner may withhold from any Progress Payment or Final Payment, whether or not previously approved, or may recover from Contractor, any and all costs, including attorneys' fees and administrative expenses, incurred by Owner as the result of any Event of Default or as a result of actions taken by Owner in response to any Event of Default. 8. Owner may recover any damages suffered by Owner. 6.4 Owner's Additional Remedy for Delay If the Work is not completed by Contractor, in full compliance with, and as required by or pursuant to, this Contract, within the Contract Time as such time may be extended by Change Order, then Owner may invoke its remedies under Section 6.3 of this Contract or may, in the exercise of its sole and absolute discretion, permit Contractor to complete the Work but charge to Contractor, and deduct from any Progress or Final Payments, whether or not previously approved, administrative expenses and costs for each day completion of the Work is delayed beyond the Completion Date, computed on the basis of the "Per Diem Administrative Charge" set forth in Attachment A, as well as any additional damages caused by such delay. 6.5 Terminations and Suspensions Deemed for Convenience Anv termination or suspension of Contractor's rights under this Contract for an alleged default that is ultimately held unjustified will automatically be deemed to be a termination or suspension for the convenience of Owner under Section 1.15 of this Contract. ARTICLE VII: LEGAL RELATIONSHIPS AND REQUIREMENTS 7.1 Binding Effect This Contract is binding on Owner and Contractor and on their respective heirs, executors, administrators. personal representatives. and permitted successors and assigns. Every reference in this Contract to a party is deemed to be a reference to the authorized officers, employees, agents, and representatives of such party. -14- CONTRACT 7.2 Relationship of the Parties Contractor will act as an independent contractor in providing and performing the Work. Nothing in, nor done pursuant to, this Contract may be construed (1)to create the relationship of principal and agent, partners, or joint venturers between Owner and Contractor or (2) except as provided in Paragraph 6.3(6) above, to create any relationship between Owner and any subcontractor or supplier of Contractor. 7.3 No Collusion/Prohibited Interests Contractor hereby represents that the only persons, firms, or corporations interested in this Contract as principals are those disclosed to Owner prior to the execution of this Contract, and that this Contract is made without collusion with any other person, firm, or corporation. If at any time it is found that Contractor has, in procuring this Contract, colluded with any other person, firm, or corporation, then Contractor will be liable to Owner for all loss or damage that Owner may suffer thereby, and this Contract will, at Owner's option, be null and void. Contractor hereby represents and warrants that neither Contractor nor any person affiliated with Contractor or that has an economic interest in Contractor or that has or will have an interest in the Work or will participate, in any manner whatsoever, in the Work is acting, directly or indirectly, for or on behalf of any person, group, entity or nation named by the United States Treasury Department as a Specially Designated National and Blocked Person, or for or on behalf of any person, group, entity or nation designated in Presidential Executive Order 13224 as a person who commits. threatens to commit, or supports terrorism, and neither Contractor nor any person affiliated with Contractor or that has an economic interest in Contractor or that has or will have an interest in the Work or will participate, in any manner whatsoever, in the Work is, directly or indirectly, engaged in.. or facilitating, the Work on behalf of any such person, group, entity or nation. 7.4 Assignment Contractor may not (1) assign this Contract in whole or in part. (2) assign any of Contractor's rights or obligations under this Contract. or (3) assign any payment due or to become due under this Contract without the prior express written approval of Owner, which approval may be withheld in the sole and unfettered discretion of Owner, provided. however. that Owner's prior written approval will not be required for assignments of accounts, as defined in the Illinois Commercial Code, if to do so would violate Section 9-318 of the Illinois Commercial Code, 810 ILCS 5/9-318. Owner may assign this Contract, in whole or in part, or any or all of its rights or obligations under this Contract, without the consent of Contractor. 7.5 Confidential Information All information supplied by Owner to Contractor for or in connection with this Contract or the Work must be held confidential by Contractor and may not, without the prior express written consent of Owner, be used for any purpose other than performance of the Work. -15- CONTRACT 7.6 No Waiver No examination, inspection, investigation, test, measurement, review, determination, decision, certificate, or approval by Owner, nor any order by Owner for the payment of money, nor any payment for, or use, occupancy, possession, or acceptance of, the whole or any part of the Work by Owner, nor any extension of time granted by Owner, nor any delay by Owner in exercising any right under this Contract, nor any other act or omission of Owner may constitute or be deemed to be an acceptance of any defective, damaged, flawed, unsuitable, nonconforming or incomplete Work, equipment, materials, or supplies, nor operate to waive or otherwise diminish the effect of any warranty or representation made by Contractor; or of any requirement or provision of this Contract; or of any remedy, power, or right of Owner. 7.7 No Third Party Beneficiaries No claim as a third party beneficiary under this Contract by any person, firm, or corporation other than Contractor may be made or be valid against Owner. 7.8 Notices All notices required or permitted to be given under this Contract must be in writing and are deemed received by the addressee thereof when delivered in person on a business day at the address set forth below or on the third business day after being deposited in any main or branch United States post office, for delivery at the address set forth below by properly addressed, postage prepaid, certified or registered mail, return receipt requested. Notices and communications to Owner must be addressed to, and delivered at, the following address: Village of Oak Brook 1200 Oak Brook Road Oak Brook, Illinois 60523 Attention: Doug Patchin, Public Works Director Notices and communications to Contractor must be addressed to, and delivered at, the following address: Martam Construction, Inc. 1200 Gasket Drive Elgin, Illinois 60120 Attention: Robert Kutrovatz The foregoing may not be deemed to preclude the use of other non-oral means of notification or to invalidate any notice properly given by any such other non-oral means. -16- CONTRACT By notice complying with the requirements of this Section. Owner and Contractor each have the right to change the address or addressee or both for all future notices to it, but no notice of a change of address is effective until actually received. 7.9 Governing Laws This Contract and the rights of Owner and Contractor under this Contract will be interpreted according to the internal laws, but not the conflict of laws rules, of the State of Illinois; venue for any action related to this Contract will be in the Circuit Court of DuPage County, Illinois. 7.10 Changes in Laws Unless otherwise explicitly provided in this Contract, any reference to laws includes such laws as they may be amended or modified from time to time. 7.11 Compliance with Laws A. Compliance Required. Contractor must give all notices, pay all fees, and take all other action that may be necessary to ensure that the Work is provided, performed, and completed in accordance with all required governmental permits, licenses or other approvals and authorizations that may be required in connection with providing.. performing, and completing the Work, and with all applicable statutes, ordinances, rules, and regulations, including without limitation the Illinois Prevailing Wage Act, 820 ILCS 130/0.01 et seq. (see Subsection C of this Section) (a copy of the prevailing rate of wages ascertained and in effect as of the date of this Contract, has been attached as an Appendix to this Contract; if the Illinois Department of Labor revises the prevailing rate of hourly wages to be paid, the revised rate applies to this Contract); any other applicable prevailing wage laws; the Fair Labor Standards Act; any statutes regarding qualification to do business; any statutes requiring preference to laborers of specified classes; the Illinois Steel Products Procurement Act, 30 ILCS 565/1 et seq.; any statutes prohibiting discrimination because of, or requiring affirmative action based on, race, creed, color, national origin, age, sex, or other prohibited classification, including, without limitation, the Americans with Disabilities Act of 1990, 42 U.S.C. §§ 12101 et seq., the Illinois Human Rights Act, 775 ILCS 511-101 et seq., and the Public Works Discrimination Act, 775 ILCS 10/0.01 et seq.; and any statutes regarding safety or the performance of the Work, including the Illinois Underground Utility Facilities Damage Prevention Act, 220 ILCS 50/1 et seq., and the Occupational Safety and Health Act of 1970, 29 U.S.C. §§ 651 et seq. B. Liabilily for Fines. Penalties. Contractor is solely liable for any fines or civil penalties that are imposed by any governmental or quasi-governmental agency or body that may arise, or be alleged to have arisen, out of or in connection with Contractor's, or its subcontractors' or suppliers',performance of, or failure to perform, the Work or any part thereof. C. Prevailing Waize Act. Contractor and each subcontractor, in order to comply with the Prevailing Wage Act, 820 ILCS 130/0.01 et seq. (the "Act''), must submit to the Village a -17- CONTRACT certified payroll on a monthly basis, in accordance with Section 5 of the Act. The certified payroll must consist of a complete copy of those records required to be made and kept by the Act. The certified payroll must be accompanied by a statement signed by the contractor or subcontractor that certifies that (1) such records are true and accurate, (2) the hourly rate paid is not less than the general prevailing rate of hourly wages required by the Act, and (3) the contractor or subcontractor is aware that filing a certified payroll that he or she knows to be false is a Class B misdemeanor. Contractor may rely on the certification of a subcontractor, provided that Contractor does not knowingly rely on a subcontractor's false certification. On two business days' notice, Contractor and each subcontractor must make available for inspection the records required to be made and kept by the Act (i) to the Village and its officers and agents and to the Director of the Illinois Department of Labor and his or her deputies and agents and (ii) at all reasonable hours at a location within the State. D. Required Provisions Deemed Inserted. Every provision of law required by law to be inserted into this Contract is deemed to be inserted herein. 7.12 Compliance with Patents A. Assumption of Costs. Royalties, and Fees. Contractor will pay or cause to be paid all costs, royalties, and fees arising from the use on. or the incorporation into, the Work, of patented equipment, materials, supplies,tools, appliances, devices,processes, or inventions. B. Effect of Contractor Being Enjoined. Should Contractor be enjoined from furnishing or using any equipment, materials, supplies, tools, appliances, devices, processes, or inventions supplied or required to be supplied or used under this Contract. Contractor must promptly offer substitute equipment, materials, supplies, tools, appliances, devices, processes, or inventions in lieu thereof, of equal efficiency, quality, suitability, and market value, for review by Owner. If Owner should disapprove the offered substitutes and should elect, in lieu of a substitution, to have supplied, and to retain and use, any such equipment, materials, supplies, tools, appliances, devices, processes, or inventions as may by this Contract be required to be supplied, Contractor must pay such royalties and secure such valid licenses as may be requisite and necessary for Owner to use such equipment, materials, supplies, tools, appliances, devices, processes, or inventions without being disturbed or in any way interfered with by any proceeding in law or equity on account thereof. Should Contractor neglect or refuse to make any approved substitution promptly, or to pay such royalties and secure such licenses as may be necessary, then Owner will have the right to make such substitution, or Owner may pay such royalties and secure such licenses and charge the cost thereof against any money due Contractor from Owner or recover the amount thereof from Contractor and its surety or sureties notwithstanding that Final Payment may have been made. 7.13 Time The Contract Time is of the essence of this Contract. Except where otherwise stated, references in this Contract to days is construed to refer to calendar days. CONTRACT 7.14 Severabilitv The provisions of this Contract will be interpreted when possible to sustain their legality and enforceability as a whole. In the event any provision of this Contract is held invalid, illegal, or unenforceable by a court of competent jurisdiction, in whole or in part, neither the validity of the remaining part of such provision, nor the validity of any other provisions of this Contract will be in any way affected thereby. 7.15 Entire Agreement This Contract sets forth the entire agreement of Owner and Contractor with respect to the accomplishment of the Work and the payment of the Contract Price therefor, and there are no other understandings or agreements, oral or written, between Owner and Contractor with respect to the Work and the compensation therefor. 7.16 Amendments No modification, addition, deletion, revision, alteration or other change to this Contract is effective unless and until such change is reduced to writing and executed and delivered by Owner and Contractor. [SIGNATURE PAGE FOLLOWS] -19- CONTRACT IN WITNESS WHEREOF, Owner and Contractor have caused this Contract to be executed by their properly authorized representatives in two original counterparts as of the Effective Date. Village of Oak Broo By: Name: YYIQ a A- Title: V , t dQJ4 Attest: By: AAAAJ Name: r K -S Title: IXJC 0.,5 PJ o Martam Construction I By: Name: Title: Attest: By: Nam Titl -20- STATE OF ILLINOIS ) SS COUNTY OF j00 ) �VJJ- "' Wro'C CONTRACTOR'S CERTIFICATION �y f- l (contractor's executing officer), being first duly sworn on oath, deposes and sta that all statements herein made are made on behalf of Contractor, that this deponent is authorized to make them, and that the statements contained herein are true and correct. Contractor deposes, states, and certifies that Contractor is not barred from contracting with a unit of state or local government as a result of(i) a violation of either Section 33E-3 or Section 33E-4 of Article 33E of the Criminal Code of 1961, 720 ILCS 5/33E-1 et seq.; or (ii) a violation of the USA Patriot Act of 2001, 107 Public Law 56 (October 26, 2001) (the "Patriot Act") or other statutes, orders, rules, and regulations of the United States government and its various executive departments, agencies and offices related to the subject matter of the Patriot Act, including, but not limited to, Executive Order 13224 effective September 24, 2001. DATED: J(iyt ] , 201C . Martam Constru do , Inc. By: Name: �YC�i ILZ Title: Attest: By: e: Y'f�'Ir Title- Q�L Subscribed and Sworn to before me on J)PLIC cO , 20 My Commission expires: '� I L�L Notary Public (SEAL) =State Notallinois My Co2/22!19 VILLAGE OF OAK BROOK CONTRACT FOR THE CONSTRUCTION OF PEDESTRIAN IMPROVEMENTS STAGE 4 22ND STREET AT OAKBROOK CENTER WEST ENTRANCE ATTACHMENT A SUPPLEMENTAL SCHEDULE OF CONTRACT TERMS 1. Project: The site preparation, traffic control, removals, and construction of new pedestrian crosswalks and pedestrian traffic signal modifications. 2. Work Site: 22nd Street and the Oakbrook Center West Entrance, located in the Village of Oak Brook, Illinois, 60523. 3. Permits, Licenses, Approvals, and Authorizations: Contractor must obtain all required governmental permits, licenses, approvals, and authorizations. The plans have been submitted to, reviewed, and approved by the Illinois Department of Transportation (IDOT) Bureau of Traffic. Contractor shall be responsible for submitting the permit applications and securing the permits from IDOT including the Highway Permit, Traffic Control Authorization Request, and Individual Highway Permit Bond in the amount of$15,000. 4. Commencement Date: To be mutually agreed upon by Contractor and Owner provided that the Contractor complete the Project by the Completion Date. Owner anticipates that the Contractor shall commence the Project following issuance of permits, about July 1, 2016. 5. Completion Date: October 28, 2016. The Completion Date will be subject to equitable adjustment if the Commencement Date is delayed pursuant to Section 4 of this Attachment. -1- ATTACHMENT A 6. Insurance Coverage: Certificates of Insurance shall be presented to Owner 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 Owner will not approve and execute the Contract until acceptable insurance certificates are received and approved by Owner. Each contractor performing any work pursuant to a contract with Owner and each permittee working under a permit as required pursuant to the 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 $25,000, the required limit shall be $1.000,000; 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 Owner. At the option of Owner. either the insurer shall reduce or eliminate such deductible or self-insured retention as respect to Owner, 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 Owner, 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 -2- ATTACHMENT A of protection afforded to the Owner, its officers, officials, employees, volunteers,or agents. (2) The Insured's insurance coverage shall be primary insurance as respect to the Owner, its officers, officials, employees, volunteers and agents. Any insurance or self-insurance maintained by the Owner, its officers, officials, employees, volunteers or agents shall be in excess of the Insured's insurance and shall not contribute with it. (3) Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the Owner, 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 Owner, its officers, officials, employees, volunteers and agents for losses arising from work performed by the insured for the Owner. Each insurance policy shall be endorsed to state that coverage shall not be suspended, voided, canceled by either parry, reduced in coverage or in limits except after thirty (30) days prior written notice by certified mail has been given to Owner. Each insurance policy shall name the Owner, 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 Owner 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 Owner and shall be subject to approval by the Village Attorney before work commences. The Owner 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. ❑ D. Builders Risk Insurance. This insurance must be written in completed value form, must protect Contractor and Owner against "all risks" of direct physical loss to buildings, structures, equipment, and materials to be used in providing, -3- ATTACHMENT A performing, and completing the Work, including without limitation fire extended coverage, vandalism and malicious mischief, sprinkler leakage, flood, earth movement and collapse, and must be designed for the circumstances that may affect the Work. This insurance must be written with limits not less than the insurable value of the Work at completion. The insurable value must include the aggregate value of Owner-furnished equipment and materials to be constructed or installed by Contractor. This insurance must include coverage while equipment or materials are in warehouses, during installation, during testing, and after the Work is completed, but prior to Final Payment. This insurance must include coverage while Owner is occupying all or any part of the Work prior to Final Payment without the need for the insurance company's consent. ❑ E. Owner's and Contractor's Protective Liability Insurance. Contractor, at its sole cost and expense, must purchase this Insurance in the name of Owner with a combined single limit for bodily injury and property damage of not less than $1,000,000. ❑ F. Umbrella Policy. The required coverage may be in the form of an umbrella policy above $2,000,000 primary coverage. All umbrella policies must provide excess coverage over underlying insurance on a following-form basis so that, when any loss covered by the primary policy exceeds the limits under the primary policy, the excess or umbrella policy becomes effective to cover that loss. ❑ G. Deductible. Each policy must have a deductible or self-insured retention of not more than $ H. Owner as Additional Insured. Owner must be named as an Additional Insured on the following policies: &w4f-aj cznd The Additional Insured endorsement must identify Owner as follows: The Village of Oak Brook and its boards, commissions, committees, authorities, employees, agencies, officers, voluntary associations, and other units operating under the jurisdiction and within the appointment of its budget. -4- ATTACHMENT A I. Other Parties as Additional Insureds. In addition to Owner, the following parties must be named as additional insured on the following policies: Additional Insured Policy or Policies Hitchcock Design Group Engineering Resource Associates 7. Contract Price: SCHEDULE OF PRICES A. UNIT PRICE CONTRACT (ENTER TOTAL AMOUNT FROM UNIT PRICE SCHEDULE TOTAL) 1. For providing, performing, and completing all Work, the total Contract Price of (write in numbers): $ 157,938.50 In words: One Hundred and Fifty Seven Thousand, Nine Hundred and Thirty Eight Dollars and Fifty Cents. 8. Progress Payments: A. General. Owner must pay to Contractor 90 percent of the Value of Work, determined in the manner set forth below, installed and complete in place up to the day before the Pay Request, less the aggregate of all previous Progress Payments. The total amount of Progress Payments made prior to Final Acceptance by Owner may not exceed 90 percent of the Contract Price. B. Value of Work. The Value of the Work will be determined as follows: (1) Lump Sum Items. For all Work to be paid on a lump sum basis, Contractor must, not later than 10 days after execution of the Contract and before submitting its first Pay Request, submit to Owner a schedule showing the value of each component part of such Work in form and with substantiating data acceptable to Owner ("Breakdown Schedule"). The sum of the items listed in the Breakdown Schedule must equal the amount or amounts set forth in the Schedule of Prices for Lump Sum Work. An unbalanced Breakdown Schedule providing for overpayment of Contractor on component parts of the Work to be performed first will not be accepted. The Breakdown Schedule must be -5- VILLAGE OF OAK BROOK PEDESTRIAN IMPROVEMENTS STAGE 4 (Area G3) 22ND STREET AT OAKBROOK CENTER WEST ENTRANCE BID PACKAGE UNIT PRICE SCHEDULE Description I Unit I Quantity I Unit Cost I Ext Cost General Conditions Mobilization L SUM 1 Preconstruction Video Taping L SUM 1 — Traffic Control and Protection L SUM 1 $1Z- 5s 91 Arrow Board CAL MO 6 .;Z - Construction Layout,Staking and As-builts L SUM 1 `7000 002 Site Preparation and Removals Inlet Protection EA 2 3 ©" Pavement Removal SQ YD 120 3 Sidewalk Removal SQ FT 350 Curb and Gutter Removal FOOT 55 Pavement Marking Removal SQ FT 225 50 7myo Storm Drainage Replace Inlet Frame and Grate,Type 10 EA 1 O' GOTt) Curbs and Paving Concrete Curb and Gutter,Type B-6.12 FOOT 20 1,7,40- Concrete Curb and Gutter,Type B-6.24 FOOT 46 Z co- Concrete Sidewalk SQ FT 465 16 - 4.b 0 Concrete Side Curb at Curb Ramps FOOT 38 57- Z J LL- Detectable Warnings SQ FT 36 C Decorative Concrete Paving Crosswalk SQ FT 964 L13.3 Pavement Patch SQ YD 30 206- b Thermoplastic Pavement Marking Line,6 Inch FOOT 240 Thermoplastic Pavement Marking Line,24 Inch FOOT 160 3 Landscape Tgpsoil SQ YD 10 16 Sod SQ YD 101 100 1,0,04 Pedestrian Signals Underground Conduit,Galvanized Steel,2"Dia. FOOT 40 Electrical Cable in Conduit,signal No.14 2C FOOT 547 Electrical Cable in Conduit,Signal No. 14 3C FOOT 1,048 0 Electrical Cable in Conduit,EGC,No.61C FOOT 40 6-Traffic Signal Post,Galvanized Steel 1 Oft. EA 2 Drill Existing Handhole EA 1 3 '" Relocated Pedestrian Signal Head,LED,1-Face, Bracket Mounted with Countdown Timer EA 4 ?z- 7 2W Pedestrian Push-Button EA 4 bLA Rebuild Existing Handhole EA 1 Maintenance of Existing Traffic Signal Installation EA 1 5 Concrete Foundation Type A FOOT 10 '6- Modify Existing Traffic Signal Controller EA 1 - Detector Loop Replacement FOOT 200 4t boo Remove Existing Traffic Signal Equipment L SUM 1 Project Total: + [ 57 r R`i7. Page 1 of 1 ATTACHMENT A revised and resubmitted until acceptable to Owner. No payment may be made for any lump sum item until Contractor has submitted, and Owner has approved, an acceptable Breakdown Schedule. Owner may require that the approved Breakdown Schedule be revised based on developments occurring during the provision and performance of the Work. If Contractor fails to submit a revised Breakdown Schedule that is acceptable to Owner, Owner will have the right either to suspend Progress and Final Payments for Lump Sum Work or to make such Payments based on Owner's determination of the value of the Work completed. (2) Unit Price Items. For all Work to be paid on a unit price basis, the value of such Work will be determined by Owner on the basis of the actual number of acceptable units of Unit Price Items installed and complete in place, multiplied by the applicable Unit Price set forth in the Schedule of Prices. The actual number of acceptable units installed and complete in place will be measured on the basis described in Attachment B to the Contract or, in the absence of such description, on the basis determined by Owner. The number of units of Unit Price Items stated in the Schedule of Prices are Owner's estimate only and may not be used in establishing the Progress or Final Payments due Contractor. The Contract Price will be adjusted to reflect the actual number of acceptable units of Unit Price Items installed and complete in place upon Final Acceptance. C. Application of Payments. All Progress and Final Payments made by Owner to Contractor will be applied to the payment or reimbursement of the costs with respect to which they were paid and will not be applied to or used for any pre- existing or unrelated debt between Contractor and Owner or between Contractor and any third parry. 9. Per Diem Administrative Charge: $500 per day. 10. Standard Specifications: The Contract also includes Owner's Village Code and Building Codes. References to any of these codes means the latest editions effective on the date of the bid opening. See Attachment D for any special project requirements. -6- ATTACHMENT B VILLAGE OF OAK BROOK CONTRACT FOR THE CONSTRUCTION OF PEDESTRIAN IMPROVEMENTS STAGE 4 22ND STREET AT OAKBROOK CENTER WEST ENTRANCE ATTACHMENT B 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 -1- ATTACHMENT B 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 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:OOAM. 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 -2- ATTACHMENT B 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. The Contractor shall provide a name and phone number for a responsible parry 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 -3- ATTACHMENT B 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. Basis of Pavment: 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 properly disposed of Removals will be made to the depth of the new improvements. 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, the contract unit price per square foot for SIDEWALK REMOVAL, and the contract unit price per lump sum for CROSSWALK REMOVAL (WATER BLAST) 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 Pavment: This work will be paid for at the contract unit price per foot for CONCRETE CURB AND GUTTER. TYPE B-6.12, TYPE B-6.24 or CONCRETE SIDE CURB AT CURB RAMPS, 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. -4- ATTACHMENT B 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. 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 keithLatuftile.com 7.17 v,-vvxx.tuftile.com Basis of Payment: This work will be paid for at the contract unit price per square foot for DETECTABLE WARNINGS. -5- ATTACHMENT B DECORATIVE CONCRETE PAVING CROSSWALK Description: This work shall consist of providing integrally colored and stamped concrete paving crosswalks. All work shall be done in accordance with Sections 420 of the IDOT 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®U37—Sienna. 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. -6- ATTACHMENT B Manufacturer: Butterfield Color®. Pattern: Ashlar Slate. Final stamp pattern selections to be approved by Owner's representative. 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-GuardTM 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 -7- ATTACHMENT B uniform distribution of paste. Thoroughly mix slip-resistant additive in sealer according to manufacturer's instructions. Stir occasionally to maintain uniform 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. 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, 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 of Sections 211 and 252 of the -8- ATTACHMENT B 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 Pavment: This work will be paid for at the contract price per square yard for SOD and TOPSOIL, which shall include all materials, transport,preparation, removals and all work speck -9- ATTACHMENT C VILLAGE OF OAK BROOK CONTRACT FOR THE CONSTRUCTION OF PEDESTRIAN IMPROVEMENTS STAGE 4 22ND STREET AT OAKBROOK CENTER WEST ENTRANCE ATTACHMENT C LIST OF DRAWINGS DATE LAST SHEET NOS. SHEET TITLES REVISED 1 General Notes and Summary of Quantities 5/13/16 2 Traffic Control and Staging Phase 1 and 2 5/13/16 3 Traffic Control and Staging Phase 3 and 4 5/13/16 4 Traffic Control and Staging Phase 5 5/13/16 5 Site Preparation and Removals 5/13/16 6 Layout and Materials 5/13/16 7 Grading 5/13/16 8 Construction Details 5/13/16 9-11 IDOT Standard Details 5113/16 12 Traffic Signal Removal Plan 5/13/16 13 Traffic Signal Installation Plan 5/13/16 14 Cable Plan 5/13/16 15-20 IDOT Traffic Signal Details 5/13/16 -1- HITCHCOCT Pedestrian Circulation Improvements - Stage 4 (Area G3) • 22nd Street at Oakbrook Center West Entrance Oak Brook, Illinois Village of Oak Brook I 1200 Oak Brook Road Oak Brook,lllinois 60523 180 N.Wacker Drive Suite 003 Chicago,IL 60606 T 312.634.2100 F 312.634.2101 hillftockdesigirgroup.com May 13, 2016 Issued for Bidding Sheet Index Project Team 1 General Notes and Summary of Quantities cad—P.aanraer 2 Traffic Control and Staging.Phase 1 and 2 Hitchcock Design Group 3 Traffic control and Staging Phase 3 and:4 "I weal Jam Avenue 4 Traffic Control and Staging Phase 5 Napen�lb,n6no:eons 5 Site Preparation and Removals Te3o.ser.tTeT a Fe3 NI.M1 _ 8 Layout and Materials 7 Grading ' uwnce N,mbr. 15!.000831 9 Construction Details Eapiretion Deb: 0e.31.a113 9-11 IDOT Standard Details 12 Traffic Signal Removal Plan 13 Traffic Signal Installation Plan EAyne� 14 Cable Plan Engineering.Resource 15-20 IDOT Traffic Signal Details Associates,Inc. j 35101 W W Avamr,eulbl3o w'­`-.able Te3o.3el3 F 630.3833161 Lbeme Number. 02.A7W Project Location Map Eapiiatlen Dab: 11.3o.P1115 ``� NORTH 9 Y aa" A $ � co Cail before yon dig. 000.0910125 FM Summa of Quantities General Notes Utilities Traffic Control FM1ameam ebUdn,d fiem darePnPaedM 1. TM batlaadpwlbapMte Wlmrah.rlanma 1. Tr mnlren-h anal) 11ha rproviapoaolanoaa fio E'_aoB Rroume M+atlamv,Ina n.N•d mad5A. pbn die 4pmainob,Ne mnbaab vWI be nowm e•wlyd rarFNS eppic•tlon n+helrlc ra^pal d•x=ea D9adriptlOn Unit Uany 2013. .-=Na ex• ;;m awrtlml-done owlet elmp.Na aneumr ned b tla adg.Wtlle pevalwltuWebeeanal ramle.an d1ft mneVUC+bn oPaSone m 8roa r any tlmpa.. Vry ade oondN^ne and lido Iidn dewlrrya. sand.damp.Nan Par b•ametlng ad+drd ease. General Conditions promptly reed aMmnoe.led diVens,mletekr. baron erinmwb.Cj Uu. E.I d+-000b 412]. 2. NllmMamMd Md promNO Swims net bedealaees dawep.ndaa or devlatoa fi to Fblmdw db.m In neeaeeary vo,x hmd Ne woxo dNe mnbrl Mobilization LSUM 1 Ne C.Mx=DO al Tr owa mnd,..p«utm br 2 Al.,rung print•uift,Witt.v din One lmda or 3 Relboodo aree".dlenflectlreranaNueeden- mubbnrntlMenpea«eMwvrka aadmmmq doa.,odo.hd.beadlame oralwmdean•...q,by m npele ekerbrNtpbodhloanewwM"Initlely BM Preconstructlon Video Taping. LSUM 1 .nn,onartl dleaaanob•. N.any-Paw and owe.ream,«aar.gWwle. Inamlra on ml•pgea.no nooamem aholl,Ppyb ln, 721 N..tfiemm AYMa Trafic Control and Protection LSUM 1 •PedRed°y IN,-^rr' rrxgw dlarng ue.Eaalltg dmme.barrkedr Napeat. 1.1707 9. Semn paelte,adradl.l.and r-addone neareryfer Ne a,tal p.al,Mkrb derneelaa eM Wglow laddlea. T83U.gtl1.17B7 Arrow Board CAL MO 6 pupa.-A.ormb w con py WN all aa. 3. T1n axiom wntle,'lo an on Nee.doe'",ane not Constmction Layout,Staking and As-builts LSUM 1 gyllablebiNa wom. gaaanred bbe,mram«.n lndusye Neadabax da.read =Madamakerr rndemmlbua hhdlmdldeeglpwp.am aMe be roePOrlda w baBng dl emetlng utlnr. mneedand Wd mlbe--red paamyb i"bonaK 4. Remr b epedfloom.w.deiaeml.Mill amnd•rda Site Preparation and Removals ana rom. 4. The oa b M.d roan.ne•ddmonal mmPenade.b, 4. IOOTdendaeMW 42pagt gT,]01502-06.Ta16(N-0g, mnvuudbn etglnp n.a.verym.emmmotl•b uAry Tflt'/Ot-0g;]°1S01-0S elk i01g0+-0eshee ba lollowatl PREPARED FOR Inlet Protection EA 2 reldcetlao;aguebn.m Mm«F,aamy.aarelay wry Ware.pvaceue. Pavement Removal SO YD 140 Specifications Standards,Special ,,,,p,�,,,,,,,,,,�,,,,. Village of Provisions and Miscellaneous 5. DbaklD.wmral4,rclo..nara+sanre•mra«oa. Oak Brook Sidewalk Removal Su FT 350 5. Ta mnhecw.adxd.ad aor,h11.*dM wreror Curband Gutter Remoter FOOT 55 +. Nlmaaucso"eheneeeominaand Eddge o ano.an menu dwd=ee....h.11.*d ma o+mnaerm +2800.ok,IL Road 'BmMad Specitlatlom floe Read and edeq Caabudim, area e,k proaeatlon OakBma,1180523 Pavement Marking Removal I SQ FT 225 •edleted Apr 1,2015 mdalnenaol b as as etMaM,pecllmaa•«abbmi.rd earabek 6N 6. Dabaapalbk In Ne OOw IFeol erry dmamr eM be •5oppl.rmmr Spr R o end R..."Spacial ammedrin.da..re..-dong.r..at Ne.-a PROJECT Storm Drainage Pmvieloa'adopme APd11,2me:hrolabdaratlan Mda ammKtlm opt on,er ahucmre•anall W .-111 Pedestrian Replace trier Frame andGrale,Type 10 EA 1 'llinol Menualm Unibnn Tralflc COMOIDwimew ar ande.Thm amrk Wllnd be pdewapenby but straeb Md hlpMVaye'(IkMCD)Ne'atnaM Mee a lnddenmlrome mntra0. SpadAmdm,m,T,amc coma!lame;(aSTCI),Ne deal Circulation F aw plane and ms'Smerl P-hone hduEb h Na Curbs and Paving mnb•d aommem.. Pavement Improvements- Com le Curb and Gutter,Type B-6.12 jF..T 20 2. A.y rebre.abetnaaa Nmugead na dame padal Concrete Curb and Gutter.Type 88,24 46 pnMet-eneil r ho,Mal a,Na Idea W`rabandl 1. Aen111ngmare.r laNalrebdlMaionappecl.belle Stage 4• Concrete Sidewalk 465 non,lnmbeeoMm.Mdwnaporr.tlon ePwwad 3. TnamntreildrsalpmntleecooadbabumnpplopeMal p22nd Street a{ Concrete Sitle CUro at Curb Ramps 38 .n am.aunng Na m,Wmdlm drib paged2. sabers anal b•IoacnadaM oo paled bemro awing Detectable Wamings 36 4, verve In meewgreao•ebabyt oe bar.,blinp pmmeM,aaaanaIka.-arband ltr. Oakbrook ete Paving.Crosswalk 964 pevanem d,ml eo e.dmllae won enema emwCenter West Pavemeht PalCh 30 adb.,l pr Na rbWm.Ne oprWmcletl NlbMradNa Therplic Pavement Marking Line,6lnch 240 B. Aana-benaitlmeh.11 be artrmdbebrrraw..e 0h°r.m�o�I"���y a�are Thermoplastic Pavement Marking Line,241nch 180 en a^abaooabon.aem vnw.amrWndbnend jmtlenr male.Ir.N.n aeu or nomN.I dedmr. coxauLrANTr wnmron c«.brwm. cMd ErgirreedS«nMr 8. IMaee live slaxid be graded be dreh m aabtlra 4. No ancadl be plced load Netam hen tie- ErolneenngRaeo.- Landscape ebmmrr and to one-,smooth wdbnbat mdse an lnspacrdr«er,nodeandaubWO.boodltlooeby N. Aamcrr°•be a b eudaedee Ndon.adb.ctloa a aangod WerronNla llllnols,R 80,15 Topsoil SQ YD 10 arwlegdNel.tm.db.. mr°nlrrlulavn In eaa.nmdna emerom vrama.. re3o.sgaaosg Sod SO YD 1U T. saaadmng orm 44042 of da.term.pma, ep.oa I-adida 4nw_the11.con ldeed.be a E. the mn_.wadj oox ponaibrmeaure Ndcub.ntl rraqulretl by ma mWnrr,.hell be oanitlaedbae guarb mneF m}aMbremneWClad aerb rat Pedestrian signals Fde.MplbN.mdef Na rcanb.Fa remevr ofaliq am.gea."oonbarkwddnderh.aura r«raTwel mawdaa e.dm mm.oompea.timwalbambwsa.a mar damaged by Me mnh.doM1 aparetbneerda Underground Conduit.Galvanized Steel,2"Dla: FOOT 40 rvn apN ewcv11.t1•n.lb•prpdaa dla pg.d r•+b• rePIeW..l N.cmbe.br•wream. Electrical Cable in Conduit,signal No.142 FOOT 547 dajI_aNab b-,Neaadng•od IoaP e Electdcal Cable in Conduit,Signal No.143 FOOT 1,048 paaemad and dtlabdmmead. Stakin Electdcal Cable in Conduit,EGC,No.61C FOOT 40 a. m.mnbam,sharadhoabg-ofalwanan,a o.,,. T...Signal Poat,Galvanized Slee110R. : EA 4 aaeaa.blaa Nam rmrmdare denaaaa«aamrbea br 1. The•Ievdbn.dawmm�»Pam.ro dmm�eagm..m the.-.,,h.1 Wrevbree byftoo rdhr pmpoeed paneneM«suam mum..unlam oNealee PROJECT NUMBER Drill Existing Handhole EA 1 areaina.ad no wmamal commmemnWU ba.loww. Inmate. ��4�ao Relocated Pedestrian Signal Head,LED,1-Face, B. ekdbrg ground venuar anadmmr wen adamFr 2. Whasaactldneawaeaon-na.mamenmuMama F.e,.adipm, Bracket Mounted with Countdown Timer EA 4 Imm av,Ilablop-and.ME..nolea.A,de.Cad by N. Nsa,pFeereing he mLr abamre wan mompn.nm ere Md.ea r.pd,doodgwnd. namryb.mAee e, nmoa,ad nT,m,oaodoxead d e«rwaan penrpa o .naa ro l y REVBIONs Pedeatrlan Push-Button EA prem.apmpay_ a. pauna N -ananorcr No ID.... Ira. Rebuild Existing Handhole EA 1 10.sldwealknmVaaridbrdepannal aria wleop000ad aNarvrendaan.d Nmrlmll.n. 01 2015.0229 IDOTC.OMMENTS Maintenance of Existing I raffle Signal Installation EA 1 drNMSre•aMloaaa,dNe bador.nownon Ne 02 2015A0.151DOTCOMMENTS plwerrdirocmtlbY tla mpnear Skewelk romp. 3. All rpmibrpmpaee arD aM gaaeromadped 09 2016.ol."IQOT COUNENTS Concrete FOUntlation Type A FOOT 1U .nmo,apnb•Omrb.Mdbs mnaWdsd mecmmarae psrmer.Wee,oNaWrmlea,and oral lea Modify Existing Tramc Signal Controller EA 1 _...obaNe ciao al ndada.maad.Il,lown«r ,p anedFN•d.n..arox..lbaroa oa 2old os.+s Ioorconm+ENrsr Detector Loop Replacement FOOT 200 deabded br the-In- amaeepmnaw.a.no%,betl=ma«b.,da are hem t.-Nedra d ooneba ion uNSae oNerMee mad. Remove Existing Traffic Signal Equipment LSUM 1 +1.aura meandanelueg•y ee.epee.MOUtk,um Ilmbe prang dgmorny.Nne.mb.awe swarlao. 4. mweom era.n.m uses a.mm um.a.eN.ml.•ml.a. cNECkso BY DRAWN BY TCC AWr 12.Ta mnlradpr Mal murdram F9ramng Md any bad.bar dares.ahr ba ropMe a m the eaderMdm BHEEr Tr1lE of Ina",-ana d lh.m.bdmr.rOn.. General Notes and 13.naN.tomredmra reapOa1019yb WmyaammerNlPa Summary of and oandW.r ekaang an the gad deem mrauwon end ordMrgnn•1•d.r. QUentltiO3 SCALE IN FEET Nom WEET NUMBER wrna.p.rnam. OAKBROOK CENTER MALL SEE'WEST 80UND"DETAIL DESIGN HITCHCOCK � -- * BELOW RIGNf LANE - ARROW BOARD' MUST TURN RIGHT TYPE I CHECK BARRICADES 721 W.Jeflarsen Avenue STREET R3-7R IN FRONT OF EACH PATCH Nep.Mk IL 67510 SEE"EAST BOUND'DETAIL :221M TB30.881.1T25 ON BELOW ` F600.081.8975 hikhcaktlaelpprap.wm ARROW BOARD — _'-• _ _ __ _ PREPARED FOR e'WHITE SOLID Village of ]•WHITE.B'-B'SKIP DASH Oak Brook 12M Oak Brack 0523 O Break,Oak IL 80573. REOENCV TOWER PROJECT PHASE 1 WESTBOUND RIGHT THROUGH AND RIGHT TURN Pedestrian xmal W1 .wa pa•0 a . c I •EASTBOUND RIGHT THROUGH Circulation a}S� a�?w�^°" rrR1� •NORTHWEST CROSSWALK MEDIAN 'w17_ rypp kqp •SOUTHWEST CROSSWALK MEDIAN ImprOVemP.ntS' m Stage 4 22nd Street at W 1u _ .Oakbrook z OAKaROOK CENTER MALI TEMPORARVYELD _ Center West i CONSULTNITB CM7 Englne'arlSUrve}ror SEE'WESTBOUND"DETAII. Engnaermy Reeaarae ,. IBELOW ."• warre n.IUwa'..H.80655 W911"0 T63D.3B..S. TYPE I CHECK BARRICADES; :ARROW BOARD IN FRONT OF EACH PATCH W1-0R48 a -22nd STREET W12.148 ' s ARROW BOARD WITHOWBIE _ ARROW PATTERN —^ PROJECT NUMBER 4 III -0745.17 C 11 � i i �mxviw20+otr i .., � REVISIONS RE6ENG'Y TOWEpB - N.O.w ... A ei ](115.02.]3 PER EIO� PHASE 2 'WESTBOUND CENTER THROUGH n2 Em5.08.1s 03 3016.Ot.3s vrew Im .so-so MUST CHECKED BY DRAWN BY Ma TCK AWI aoa*uxe ,yo J po-'p SHEETTITLE = LEGEND Traffic Control and Staging Plan NOTES $ ® Work Zone Phase 1 and 2 1.ALL TRAFFIC CONTROL SHALL COMPLY WITH IDOT STANDARDS AND DISTRICT DETAILS Drums or Type 11 Barricades / SCALE IN FEET } 2.ALL DRUMS OR BARRICADES AT 20'CENTER SPACING IN TAPERS AND AT 50' 1•-� CENTER SPACING IN TANGENT SECTION . Traffic Control Sign 0' 3V 60' 1e0' 9 3.POSTED SPEED LIMIT FOR WEST 22ND STREET IS 40 M.P.H. NORiH SHEET NUMBER g -SIGNING AND BARRICADING ACCORDING TO ARTERIAL STANDARD John F.Mayer,P:E. � IL P.E.NO.082-04'!745 FOR A ONE LANE CLOSURE STD 701601 EvI..November 30.2017 baaaipalr 0rov 2 OAKBROOK CENTER MALL SEE"WEST BOUND"DETAIL BELOW SEE"EASTBOUND"DETAIL TYPE CHECK BARRICADES IN FRONT OF EACH PATCH 221 W. Aw540 BELOW Nepa9EM,IL W510 22nd STREET'. W12-1-48 ARROW BOARD 7830.961.1787 F 830.981.9925 ARROW BOARD r—��--� NhM1coUWnlq,9PUP.can —'� DISTRICT DETAIL PREPARED FOR TC-14 _ -- --' LEFT Village of >< ARROW BOARD WITH DOUBLE TURN Oak Brook WO-30-48 W1�4R-48 ARROWPATTERN �—TEMPORARYYIELD LANE 12o0 B..K ILc 523 Oak Break lL W533 REGENCY TOWER. : vROJE07 Pedestrian IYIt VIE Zap onm c nox a0° � PHASE 3 •WESTBOUND LEFT THROUGH. Circulation U" EASTBOUND CENTER THROUGH ' <ieLa eio $0° M�Bp xxF ` Improvements- Stage 4 - 22nd Street at nEr Oakbrook OAKBROOK CENTER MALL Center West OONSULTANTB W Eery( 1- �"^�-- _ PER.DISTRICT DETAIL IL 60Nc —14 War,emille 111-A.1L 80555 - T B30.3 S So TYPEIOHECK BARRICADES LEFT IN PRONT OF EACH PATCH TURN 23Rd STREET LANE PROJECT NUMBER 00 NOT TAPER PAST ;i e° p'�a.2015 PARKING LOT ENTRANCE r REVISIONS. TiES3ENY TpWER� r No R:M... laws Dl 2015.0223 PER TOOT COMMENTS _ p2 2015.06.15 '0 OT COMMENTS .. PHASEp3 2014.0129 PER TOOT PHASE 4 •NORTHBOUND RIGHT TURN COMMENTS •SOUTHEAST CROSSWALK MEDIAN CHECKED BY DRAWN BY TCK AW SHEET TRLE NOTES LEGEND Traffic Control and Staging Plan 1.ALL TRAFFIC CONTROL SHALL COMPLY WITH GOT STANDARDS AND DISTRICT DETAILS ® Work Zone Phase 3 and 4 i 2.ALL DRUMS OR BARRICADES.AT W CENTER SPACING IN TAPERS AND AT 50' CENTER SPACING IN TANGENT SECTION Drums or Type II Barricades / SCALE IN FEET 3,POSTED SPEED LIMIT FOR WEST 22ND STREET IS 40 M.P.H. a Tralf Control S'Ign °`°111° a 30' 43' 140 NORTH SHEET NUMBER SIGNING AND BARRICADING ACCORDING TO ARTERIAL STANDARD ® 'j FOR A ONE LANE CLOSURE STO 701601 Jorn F.Mayer,P.E. J IL P.E.N0.062-047345 Expires November 30.2017 mxsw O.NUn Orarx 6 $ r HITCHCOCK OAKBROOK CENTER MALL C DESIGN'GROUP w 0 SEE'EAST BOUND'DETAIL SEE-WEST BOUND'DETAIL (LEFr)(BELOW) TYPE I CHECK.BARRICADES (LEFT)(BELOW) IN FRONT OF EACH PATCH ARROW BOARD 2Znd STREET 221W.J.1enonA- .�.�-- Nep•Nq,It SOMO T 890.981.1787 F830.981,B84S N ftotktlnlAn9mW.mnl ; PREPARED FOR * PER DISTRICT DETAIL Village of _a �E „ Oak Brook 1200 Oak Brook Rw REGENCY TOWERS .. 1' LANE Oak Brook,It e9sz3 PHASE •WESTBOUND LEFT TURN LANE Pedestrian o1a 0,A •LEFT THROUGH LANE Circulation Rm• �. xm' rLno ol[ qUS�. Improvements- �"•" SIGN LEGEND Stage 4 • n^ o-» 22nd Street at Oakbrook Center West 0�s 01A CONSULTANTS M51 cn,AEry1A.nsvrusyo. aN �1 E gm 0 ftesoulca NIG6 A tlelBe,1.. _4 wsmcm"nr:,nI'rtola,LwS% .k2, am LYE r e3oawaaeo nal nn11 W12-1 PROJECT NUMBER 03-0]65-01] REVISK)NS or Dere 0i 2015.02.23 PER.OOT COMMENTS <*> 02 2015.OB.15 PER IOOT GOMNENTS 0]201&01.29 PER IDOT W9-3c-48 coMMENrg '.. CHECKED BY DRAWN BY NOTES LEGEND TCK Aw sHFET nnE 1.ALL TRAFFIC CONTROL SHALL COMPLY WITH IDOT STANDARDS AND DISTRICT DETAILS Traffic Control and S 2.ALL DRUMS OR BARRICADES AT 20'CENTER SPACING IN TAPERS AND AT 80' ® Work Zone Staging Plan CENTER SPACING IN TANGENT SECTION Phase 5 Drums.,Type II Barricades 3.POSTED SPEED LIMIT FOR WEST 22ND STREET IS 40 M.P.H. SCALE IN FEET S • Traffic Control Slgn oomau --— t•=BP 0• 30' eg iBp' •SIGNING AND BARRICAOING ACCORDING TO ARTERIAL STANDARD FOR A ONE LANE CLOSURE STD 701801 NORTH SHEET NUMBER xxx John F M.M.P.E. ®O vem b 4 E.pir"NOber 30.72017 ma 0eaaramm I SITE PREPARATION AND REMOVALS NOTES • 1.Plans indicate general location and Amid M remweis.Contractor to Perform .• 1 II removals only as neseasary for construction of pmpp S Improvements.No 1 p I additional payments yell be made tar removals or resloretionnol reguued to j I COORDINATE WORK WITH OAKBROOK CENTER construct the imprevemendas dram end ed improvements Refer to nevoid Plan br DRIVE IMPROVEMENTS UNDER SEPARATE more specific Information regarding:DrePOSed Improvements andverlfy I. i CONTRACT BY OTHERS conditions in the fieltl poor d pedorming removals. ' In icawcot and remove sidessill,curb. gutter to ps Included ljd where j 1 ndlCeretl.All sew cud required iorrempval game,to be fntile Mt cost i t1 of that particular pay Item. e \\\\ 221 W.J fi A.- 3 Conlaor to ary eeui s a NpeMk.IL .00 e nation Standard Sp ciadfora for sn the Dauton d T 630.9611787 and Bridge Construction.Department Jam a ry t 201 2 unless In dicated in F 830.881.9925 - -- the Contract Documents. hildr ckdadA gr upm _ �-- 6.items Indicated es Removal m Include ccmplere removal of e6ovegrode item - and below greds appurrences(foundation,widng pipii etc.)IntlWing PRE—ED POP ( - disposal.11 ila fallowing epplicabie codes and ordrumosa,amass olhera'ISe Village Of _.� sham an the Plerls. Oak Brook -�' -� ------------ ____ r s_J 5.Sawcut Been edge a long pavement to remaln.Allow enough distance for 1200oak Brook Road `__,_.,_- J , � proper Installation of pavement Patch as shown on the plans. Oak Brad,IL 60623 6.re Prefect all items diems to c to remain.Contractor retion It a to re. or PROJECT replace all damaged Items to coMitlon prior to construction if damaged. Pedestrian 7.Contractor responsible for maintaining existing utility services(electrical, Circulation sanitary,storm)during construction unless otherwise Indicated in the Con"d Doc—rb Improvements- WEST22ND STREET B.Refer to maftic signal plans for additional utility edjualmems and removals. �+ 9.Referto specifications for additional cohdIU—,standards and rwtea: Stage 4 22nd Street at Oakbrook °'d'""egret Center West Raee.ee,lueno wertx�kwMk wWar i DfM nMhod CON6D6TANTa a- N CNe a E En9slaar/Swv/a Ala I-. 6 r tt llel`e PewuW o0o a / �` I b IM AaaoCwal;Ina. Y Vl�_ss.lllheb,a e0555 , T 6a0:-30w Calbandroser PROJECTNLP19 ER N I i I it p3aT4aaI?11 iIh au�ll � 6� I r LEGEND avea REVISIONS �� 2�I In N�k, y. a�1 I h, t,-1- -t ` end GuNer Removal Ot 2015.02.29 IDOT 4bMNFMB '; I I � - rr (Includes tr Asphalt Pevirg Relrovai) 'AT . - r p hn i" 02.201fi.06.16 IDOT CAMMDJT6 dduu ylIC + tY` r� t I * °`,#- +I� 6 LLwt3 Pavement Removal 09 zpla.pl.za iDOT AI 'j„ } '�f.x'e, LL I i " #'iJ`�, R { �r 'r P I .,L d 4pta06.t31DOT COha1ENiffi ApplmdmBte Area of Etreavetlon W N IF� (Incidental) CNECI(EO BY DRAWN BY TCIC AYfr .SHEET TITLE Crosswalk Removal by Water Blot Method Site PrePBreIIOD and Removals N A Ilajl( ""- 9 - EE A" y" ' SCALE IN FT ie e NORTH SIEEr NIIMBFA ,•,aw,r«.a.ea,a•w County, Private Developer, Municipality or Transit Agency in which they are located. Once the Contractor has begun any work on any portion of the project, all traffic signals within the limits of this contract or those which have the item "Maintenance of Existing Traffic Signal Installation," "Temporary Traffic Signal Installation(s)" and/or "Maintenance of Existing Flashing Beacon Installation," shall become the full responsibility of the Contractor. The Contractor shall supply the Engineer, Area Traffic Signal Maintenance and Operations Engineer, [DOT ComCenter and the Department's Electrical Maintenance Contractor with two 24-hour emergency contact names and telephone numbers. b. Automatic Traffic Enforcement equipment such as red lighting running and railroad crossing camera systems are owned and operated by others and the Contractor shall not be responsible for maintaining this equipment. C. Regional transit, County and other agencies may also have equipment connected to existing traffic signal or peripheral equipment such as PTZ cameras, switches, transit signal priority (TSP and BRT) servers and other devices that shall be included with traffic signal maintenance at no additional cost to the contract. d. When the project has a pay item for "Maintenance of Existing Traffic Signal Installation," "Temporary Traffic Signal Installation(s)" and/or "Maintenance of Existing Flashing Beacon Installation," the Contractor must notify both the Area Traffic Signal Maintenance and Operations Engineer at (847) 705-4424 and the Department's Electrical Maintenance Contractor, of their intent to begin any physical construction work on the Contract or any portion thereof. This notification must be made a minimum of seven (7) working days prior to the start of construction to allow sufficient time for inspection of the existing traffic signal installation(s) and transfer of maintenance to the Contractor. If work is started prior to an inspection, maintenance of the traffic signal installation(s) will be transferred to the Contractor without an inspection. The Contractor will become responsible for repairing or replacing all equipment that is not operating properly or is damaged at no cost to the owner of the traffic signal. Final repairs or replacement of damaged equipment must meet the approval of the Engineer prior to or at the time of final inspection otherwise the traffic signal installation will not be accepted. e. Contracts such as pavement grinding or patching which result in the destruction of traffic signal loops do not require maintenance transfer, but require a notification of intent to work and an inspection. A minimum of seven (7) working days prior to the loop removal, the Contractor shall notify the Area Traffic Signal Maintenance and Operations Engineer at (847) 705-4424 and the Department's Electrical Maintenance Contractor, at which time arrangements will be made to adjust the traffic controller timing to compensate for the absence of detection. Damaged Automatic Traffic Enforcement equipment, including cameras, detectors, or other peripheral equipment, shall be replaced by others, per Permit agreement, at no cost to the contract. f. The Contractor is advised that the existing and/or temporary traffic signal installation must remain in operation during all construction stages, except for -7- the most essential down time. Any shutdown of the traffic signal installation, which exceeds fifteen (15) minutes, must have prior approval of the Engineer. Approval to shut down the traffic signal installation will only be granted during the period extending from 10:00 a.m. to 3:00 p.m. on weekdays. Shutdowns shall not be allowed during inclement weather or holiday periods. g. The Contractor shall be fully responsible for the safe and efficient operation of the traffic signals and other equipment noted herein. Any inquiry, complaint or request by the Department, the Department's Electrical Maintenance Contractor or the public, shall be investigated and repairs begun within one hour. Failure to provide this service will result in liquidated damages of$1000 per day per occurrence. In addition, the Department reserves the right to assign any work not completed within this timeframe to the Electrical Maintenance Contractor. All costs associated to repair this uncompleted work shall be the responsibility of the Contractor. Failure to pay these costs to the Electrical Maintenance Contractor within one month after the incident will result in additional liquidated damages of $1000 per month per occurrence. Unpaid bills will be deducted from the cost of the Contract. The District's Electrical Maintenance Contractor may inspect any signalizing device on the Department's highway system at any time without notification. h. Any proposed activity in the vicinity of a highway-rail grade crossing must adhere to the guidelines set forth in the current edition of the Manual on Uniform Traffic Control Devices (MUTCD) regarding work in temporary traffic control zones in the vicinity of highway-rail grade crossings which states that lane restrictions, flagging, or other operations shall not create conditions where vehicles can be queued across the railroad tracks. If the queuing of vehicles across the tracks cannot be avoided, a uniformed law enforcement officer or flagger shall be provided at the crossing to prevent vehicles from stopping on the tracks, even if automatic warning devices are in place. i. The Contractor shall be responsible to clear snow, ice, dirt, debris or other condition that obstructs visibility of any traffic signal display. j. The Contractor shall maintain the traffic signal in normal operation during short or long term loss of utility or battery back-up power at critical locations designated by the Engineer. Critical locations may include traffic signals interconnected to railroad warning devices, expressway ramps, intersection with an SRA route, critical corridors or other locations identified by the Engineer. Temporary power to the traffic signal must meet applicable NEC and OSHA guidelines and may include portable generators and/or replacement batteries. Damage to Traffic Signal System. Add the following to Article 801.12(b) of the Standard Specifications to read: Any traffic signal control equipment damaged or not operating properly from any cause shall be replaced with new equipment meeting current District One traffic signal specifications and provided by the Contractor at no additional cost to the Contract and/or owner of the traffic signal system, all as approved by the Engineer. Final replacement of damaged equipment must meet the approval of the Engineer prior to or at the time of final inspection otherwise -8- the traffic signal installation will not be accepted. Cable splices outside the controller cabinet shall not be allowed. Automatic Traffic Enforcement equipment, such as Red Light Enforcement cameras, detectors, and peripheral equipment, damaged or not operating properly from any cause, shall be the responsibility of the municipality or the Automatic Traffic Enforcement company per Permit agreement. Traffic Signal Inspection (TURN-ON). Revise Article 801.15(b) of the Standard Specifications to read: It is the intent to have all electric work completed and equipment field tested by the vendor prior to the Department's "turn-on" field inspection. If in the event the Engineer determines work is not complete and the inspection will require more than two (2) hours to complete, the inspection shall be canceled and the Contractor will be required to reschedule at another date. The maintenance of the traffic signals will not be accepted until all punch list work is corrected and re-inspected. When the road is open to traffic, except as otherwise provided in Section 850 of the Standard Specifications, the Contractor may request a turn-on and inspection of the completed traffic signal installation at each separate location. This request must be made to the Area Traffic Signal Maintenance and Operations Engineer at (847) 705-4424 a minimum of seven (7) working days prior to the time of the requested inspection. The Department will not grant a field inspection until written or electronic notification is provided from the Contractor that the equipment has been field tested and the intersection is operating according to Contract requirements. The Contractor must invite local fire department personnel to the turn-on when Emergency Vehicle Preemption (EVP) is included in the project. When the contract includes the item RE-OPTIMIZE TRAFFIC SIGNAL SYSTEM, OPTIMIZE TRAFFIC SIGNAL SYSTEM, or TEMPORARY TRAFFIC SIGNAL TIMINGS, the Contractor must notify the SCAT Consultant of the turn-on/detour implementation schedule, as well as stage changes and phase changes during construction. The Contractor must have all traffic signal work completed and the electrical service installation connected by the utility company prior to requesting an inspection and turn-on of the traffic signal installation. The Contractor shall be responsible to provide a police officer to assist with traffic control at the time of testing. The Contractor shall provide a representative from the control equipment vendor's office who is knowledgeable of the cabinet design and controller functions to attend the traffic signal inspection for both permanent and temporary traffic signal turn-ons. Upon demonstration that the signals are operating and all work is completed in accordance with the Contract and to the satisfaction of the Engineer, the Engineer will then allow the signals to be placed in continuous operation. The Agency that is responsible for the maintenance of each traffic signal installation will assume the maintenance upon successful completion of this inspection. The District requires the following Final Project Documentation from the Contractor at traffic signal turn-ons in electronic format in addition to hard copies where noted. A CDROM shall be submitted with separate folders corresponding to each numbered title below. The -9- CDROM shall be labelled with date, project location, company and contract or permit number. Record Drawings, Inventory and Material Approvals shall be submitted prior to traffic signal turn-on for review by the Department as described here-in. Final Project Documentation: 1. Record Drawings. Signal plans of record with field revisions marked in red ink. One hard copy set of 11"x17" record drawings shall also be provided. 2. Inventory. Inventory of new and existing traffic signal equipment including cabinet types and devices within cabinets in an Excel spread sheet format. One hard copy shall also be provided. 3. Pictures. Digital pictures of a minimum 12M pixels of each intersection approach showing all traffic signal displays and equipment. Pictures shall include controller cabinet equipment in enough detail to clearly identify manufacture and model of major equipment. 4. Field Testing. Written notification from the Contractor and the equipment vendor of satisfactory field testing with corresponding material performance measurements, such as for detector loops and fiber optic systems (see Article 801.13). One hard copy of all contract required performance measurement testing shall also be provided. 5. Materials Approval. The material approval letter. A hard copy shall also be provided. 6. Manuals. Operation and service manuals of the signal controller and associated control equipment. One hard copy shall also be provided. 7. Cabinet Wiring Diagram. Five (5) hard copies 11" x 17" of the cabinet wiring diagrams shall also be provided. 8. Controller Programming Settings. The traffic signal controller's timings; backup timings; coordination splits, offsets, and cycles; TBC Time of Day, Week and Year Programs; Traffic Responsive Program, Detector Phase Assignment, Type and Detector Switching; and any other functions programmable from the keyboard. The controller manufacturer shall also supply a printed form, not to exceed 11" x 17" for recording that data noted above. The form shall include a location, date, manufacturer's name, controller model and software version. The form shall be approved by the Engineer and a minimum of three (3) copies must be furnished at each turn- on. The manufacturer must provide all programming information used within the controller at the time of turn-on. 9. Warrantees and Guarantees. All manufacturer and contractor warrantees and guarantees required by Article 801.14. Acceptance of the traffic signal equipment by the Department shall be based upon inspection results at the traffic signal "turn on", completeness of the required documentation and successful operation during a minimum 72 hour "burn-in" period following activation of the traffic signal. If approved, traffic signal acceptance shall be verbal at the "turn on" inspection followed by written correspondence from the Engineer. The Contractor shall be responsible for all traffic signal equipment and associated maintenance thereof until Departmental acceptance is granted. All equipment and/or parts to keep the traffic signal installation operating shall be furnished by the Contractor. No spare traffic signal equipment is available from the Department. -10- All punch list work shall be completed within two (2) weeks after the final inspection. The Contractor shall notify the Electrical Maintenance Contractor to inspect all punch list work. Failure to meet these time constraints shall result in liquidated damage charges of $500 per month per incident. All cost of work and materials required to comply with the above requirements shall be included in the pay item bid prices, under which the subject materials and signal equipment are paid, and no additional compensation will be allowed. Materials and signal equipment not complying with the above requirements shall be subject to removal and disposal at the Contractor's expense. Record Drawings. The requirements listed for Electrical Installation shall apply for Traffic Signal Installations in Article 801.16. Revise the 2nd paragraph of Article 801.16 of the Standard Specifications to read: "When the work is complete, and seven days before the request for a final inspection, the reduced-size set of contract drawings, stamped "RECORD DRAWINGS", shall be submitted to the Engineer for review and approval and shall be stamped with the date and the signature of the Contractor's supervising Engineer or electrician. The record drawings shall be submitted in PDF format on CDROM as well as hardcopy for review and approval. If the contract consists of multiple intersections, each intersection shall be saved as an individual PDF file with TS# and location name in its file name. In addition to the record drawings, copies of the final catalog cuts which have been Approved or Approved as Noted shall be submitted in PDF format along with the record drawings. The PDF files shall clearly indicate the pay item either by filename or PDF Table of Contents referencing the respective pay item number for multi-item PDF files. Specific part or model numbers of items which have been selected shall be clearly visible." As part of the record drawings, the Contractor shall inventory all traffic signal equipment, new or existing, on the project and record information in an Excel spreadsheet. The inventory shall include equipment type, model numbers, software manufacturer and version and quantities. Add the following to Article 801.16 of the Standard Specifications: "In addition to the specified record drawings, the Contactor shall record GPS coordinates of the following traffic signal components being installed, modified or being affected in other ways by this contract: • All Mast Arm Poles and Posts • Traffic Signal Wood Poles • Rail Road Bungalow • UPS • Handholes • Conduit roadway crossings • Controller Cabinets • Communication Cabinets • Electric Service Disconnect locations -11- • CCTV Camera installations • Fiber Optic Splice Locations Datum to be used shall be North American 1983. Data shall be provided electronically and in print form. The electronic format shall be compatible with MS Excel. Latitude and Longitude shall be in decimal degrees with a minimum of 6 decimal places. Each coordinate shall have the following information: • File shall be named: TSXXX-YY-MM-DD (i.e. TS22157_15-01-01) • Each intersection shall have its own file • Row 1 should have the location name (i.e. IL 31 @ Klausen) • Row 2 is blank • Row 3 is the headers for the columns • Row 4 starts the data • Column A (Date)—should be in the following format: MM/DD/YYYY • Column B (Item) —as shown in the table below • Column C (Description) — as shown in the table below • Column D and E (GPS Data) —should be in decimal form, per the IDOT special provisions Examples: Date Item Description Latitude Longitude 01/01/2015 MP(Mast Arm Pole) NEQ,NB,Dual, 41.580493 -87.793378 Combination Pole 01/0112015 HH(Handhoie) Heavy Duty, Fiber, 41.558532 -87.792571 Intersection.Double 01/0112015 ES(Electrical Service) Ground mount, Pole mount 41.765532 -87.543571 01/0112015 CC(Controller Cabinet) 41.602248 -87.794053 IL 31 east side crossing 01/0112015 RSC(Rigid Steel Crossing) south leg to center HH at 41.611111 -87.790222 Klausen 01/01/2015 PTZ(PTZ) NEQ extension pole 41.593434 -87.769876 01/01/2015 POST(Post) 41.651848 -87.762053 01/01/2015 MCC(Master Controller 41.584593 -87.793378 Cabinet 01/01/2015 COMC(Communication 41.584600 -87.793432 Cabinet) 01/01/2015 BBS(Battery Backup 41.558532 87.792571 System) Prior to the collection of data, the contractor shall provide a sample data collection of at least six data points of known locations to be reviewed and verified by the Engineer to be accurate within 1 foot. Upon verification, data collection can begin. Data collection can be made as construction progresses, or can be collected after all items are installed. If the data is unacceptable the contractor shall make corrections to the data collection equipment and or process and submit the data for review and approval as specified. -12- Accuracy. Data collected is to be mapping grade. A handheld mapping grade GPS device shall be used for the data collection. The receiver shall support differential correction and data shall have a minimum 1 foot accuracy after post processing. GPS receivers integrated into cellular communication devices, recreational and automotive GPS devices are not acceptable. The GPS shall be the product of an established major GPS manufacturer having been in the business for a minimum of 6 years." Delete the last sentence of the 3rd paragraph of Article 801.16. Locatinq Underground Facilities. Revise Section 803 to the Standard Specifications to read: [DOT traffic signal facilities are not part any of the one-call locating service such as J.U.L.I.E or Digger. If this Contract requires the services of an Electrical Contractor, the Contractor shall be responsible at his/her own expense for locating existing IDOT electrical facilities prior to performing any work. If this Contract does not require the services of an Electrical Contractor, the Contractor may request one free locate for existing [DOT electrical facilities from the District One Electrical Maintenance Contractor prior to the start of any work. Additional requests may be at the expense of the Contractor. The location of underground traffic facilities does not relieve the Contractor of their responsibility to repair any facilities damaged during construction at their expense. The exact location of all utilities shall be field verified by the Contractor before the installation of any components of the traffic signal system. For locations of utilities, locally owned equipment, and leased enforcement camera system facilities, the local Counties or Municipalities may need to be contacted: in the City of Chicago contact Digger at (312) 744- 7000 and for all other locations contact J.U.L.I.E. at 1-800-892-0123 or 811. Restoration of Work Area. Add the following article to Section 801 of the Standard Specifications: 801.17 Restoration of work area. Restoration of the traffic signal work area shall be included in the related pay items such as foundation, conduit, handhole, underground raceways, etc. All roadway surfaces such as shoulders, medians, sidewalks, pavement, etc. shall be replaced in kind. All damage to mowed lawns shall be replaced with an approved sod, and all damage to unmowed fields shall be seeded. All brick pavers disturbed in the work area shall be restored to their original configuration as directed by the Engineer. All damaged brick pavers shall be replaced with a comparable material approved by the Engineer. Restoration of the work area shall be included in the contract without any extra compensation allowed to the Contractor. UNDERGROUND RACEWAYS Effective: May 22, 2002 Revised: March 2, 2015 Revise Article 810.04 of the Standard Specifications to read: -13- "Installation. All underground conduits shall have a minimum depth of 30- inches (700 mm) below the finished grade." Add the following to Article 810.04 of the Standard Specifications: "All metal conduit installed underground shall be Rigid Steel Conduit unless otherwise indicated on the plans." Add the following to Article 810.04 of the Standard Specifications: "All raceways which extend outside of a structure or duct bank but are not terminated in a cabinet, junction box, pull box, handhole, post, pole, or pedestal shall extend a minimum or 300 mm (12") or the length shown on the plans beyond the structure or duct bank. The end of this extension shall be capped and sealed with a cap designed for the conduit to be capped. The ends of rigid metal conduit to be capped shall be threaded, the threads protected with full galvanizing, and capped with a threaded galvanized steel cap. The ends of rigid nonmetallic conduit and coilable nonmetallic conduit shall be capped with a rigid PVC cap of not less than 3 mm (0.125") thick. The cap shall be sealed to the conduit using a room-temperature-vulcanizing (RTV) sealant compatible with the material of both the cap and the conduit. A washer or similar metal ring shall be glued to the inside center of the cap with epoxy, and the pull cord shall be tied to this ring." MAINTENANCE OF EXISTING TRAFFIC SIGNAL INSTALLATION Effective: May 22, 2002 Revised: January 1, 2015 General. 1. Full maintenance responsibility shall start as soon as the Contractor begins any physical work on the Contract or any portion thereof. If Contract work is started prior to a traffic signal inspection, maintenance of the traffic signal installation(s) will be transferred to the Contractor without an inspection. 2. The Contractor shall have electricians with IMSA Level II certification on staff to provide signal maintenance. A copy of the certification shall be immediately available upon request of the Engineer. 3. This item shall include maintenance of all traffic signal equipment and other connected and related equipment such as emergency vehicle pre-emption equipment, master controllers, uninterruptable power supply (UPS and batteries), PTZ cameras, vehicle detection, handholes, lighted signs, telephone service installations, communication cables, conduits to adjacent intersections, and other traffic signal equipment. 4. Regional transit, County and other agencies may also have equipment connected to existing traffic signal or peripheral equipment such as PTZ cameras, switches, transit -14- signal priority (TSP and BRT) servers, radios and other devices that shall be included with traffic signal maintenance at no additional cost to the contract. 5. Maintenance shall not include Automatic Traffic Enforcement equipment, such as Red Light Enforcement cameras, detectors, or peripheral equipment. This equipment is operated and maintained by the local municipality and should be de-activated while on contractor maintenance. 6. The energy charges for the operation of the traffic signal installation shall be paid for by others. Maintenance. 1. The Contractor shall check all controllers every two (2) weeks, which will include visually inspecting all timing intervals, relays, detectors, and pre-emption equipment to ensure that they are functioning properly. The Contractor shall check signal system communications and phone lines to assure proper operation. This item includes, as routine maintenance, all portions of emergency vehicle pre-emption equipment. The Contractor shall maintain in stock at all times a sufficient amount of materials and equipment to provide effective temporary and permanent repairs. 2. The Contractor is advised that the existing and/or span wire traffic signal installation must remain in operation during all construction stages, except for the most essential down time. Any shutdown of the traffic signal installation, which exceeds fifteen (15) minutes, must have prior approval of the Engineer. Approval to shut down the traffic signal installation will only be granted during the period extending from 10:00 a.m. to 3:00 p.m. on weekdays. Shutdowns shall not be allowed during inclement weather or holiday periods. 3. The Contractor shall provide immediate corrective action when any part or parts of the system fail to function properly. Two far side heads facing each approach shall be considered the minimum acceptable signal operation pending permanent repairs. When repairs at a signalized intersection require that the controller be disconnected or otherwise removed from normal operation, and power is available, the Contractor shall place the traffic signal installation on flashing operation. The signals shall flash RED for all directions unless a different indication has been specified by the Engineer. The Contractor shall be required to place stop signs (R1-1-36) at each approach of the intersection as a temporary means of regulating traffic. When the signals operate in flash, the Contractor shall furnish and equip all their vehicles assigned to the maintenance of traffic signal installations with a sufficient number of stop signs as specified herein. The Contractor shall maintain a sufficient number of spare stop signs in stock at all times to replace stop signs which may be damaged or stolen. 4. The Contractor shall provide the Engineer with 2 (two) 24 hour telephone numbers for the maintenance of the traffic signal installation and for emergency calls by the Engineer. 5. Traffic signal equipment which is lost or not returned to the Department for any reason shall be replaced with new equipment meeting the requirements of the Standard Specifications and these special provisions. -15- 6. The Contractor shall respond to all emergency calls from the Department or others within one (1) hour after notification and provide immediate corrective action. When equipment has been damaged or becomes faulty beyond repair, the Contractor shall replace it with new and identical equipment. The cost of furnishing and installing the replaced equipment shall be borne by the Contractor at no additional charge to the contract. The Contractor may institute action to recover damages from a responsible third party. If at any time the Contractor fails to perform all work as specified herein to keep the traffic signal installation in proper operating condition or if the Engineer cannot contact the Contractor's designated personnel, the Engineer shall have the State's Electrical Maintenance Contractor perform the maintenance work. The Contractor shall be responsible for all of the State's Electrical Maintenance Contractor's costs and liquidated damages of $1000 per day per occurrence. The State's Electrical Maintenance Contractor shall bill the Contractor for the total cost of the work. The Contractor shall pay this bill within thirty (30) days of the date of receipt of the invoice or the cost of such work will be deducted from the amount due the Contractor. The Contractor shall allow the Electrical Maintenance Contractor to make reviews of the Existing Traffic Signal Installation that has been transferred to the Contractor for Maintenance. 7. Any proposed activity in the vicinity of a highway-rail grade crossing must adhere to the guidelines set forth in the current edition of the Manual on Uniform Traffic Control Devices (MUTCD) regarding work in temporary traffic control zones in the vicinity of highway-rail grade crossings which states that lane restrictions, flagging, or other operations shall not create conditions where vehicles can be queued across the railroad tracks. If the queuing of vehicles across the tracks cannot be avoided, a uniformed law enforcement officer or flagger shall be provided at the crossing to prevent vehicles from stopping on the tracks, even if automatic warning devices are in place. 8. Equipment included in this item that is damaged or not operating properly from any cause shall be replaced with new equipment meeting current District One traffic signal specifications and provided by the Contractor at no additional cost to the Contract and/or owner of the traffic signal system, all as approved by the Engineer. Final replacement of damaged equipment must meet the approval of the Engineer prior to or at the time of final inspection otherwise the traffic signal installation will not be accepted. Cable splices outside the controller cabinet shall not be allowed. 9. Automatic Traffic Enforcement equipment, such as Red Light Enforcement cameras, detectors, and peripheral equipment, damaged or not operating properly from any cause, shall be the responsibility of the municipality or the Automatic Traffic Enforcement Company per Permit agreement. 10. The Contractor shall be responsible to clear snow, ice, dirt, debris or other condition that obstructs visibility of any traffic signal display. 11. The Contractor shall maintain the traffic signal in normal operation during short or long term loss of utility or battery back-up power at critical locations designated by the Engineer. Critical locations may include traffic signals interconnected to railroad warning devices, expressway ramps, intersection with an SRA route, critical corridors or other locations identified by the Engineer. Temporary power to the traffic signal -16- must meet applicable NEC and OSHA guidelines and may include portable generators and/or replacement batteries. Basis of Payment. This work will be paid for at the contract unit price per each for MAINTENANCE OF EXISTING TRAFFIC SIGNAL INSTALLATION. Each intersection will be paid for separately. ELECTRIC CABLE Effective: May 22, 2002 Revised: January 1, 2015 Delete "or stranded, and No. 12 or" from the last sentence of Article 1076.04 (a) of the Standard Specifications. Add the following to the Article 1076.04(d) of the Standard Specifications: Service cable may be single or multiple conductor cable. TRAFFIC SIGNAL POST Effective: May 22, 2002 Revised: January 1, 2015 Add the following to Article 1077.01 (d) of the Standard Specifications: All posts and bases shall be steel and hot dipped galvanized. Washers for post bases shall be sized to fully engage the post base flanges. If the Department approves painting, powder coating by the manufacturer will be required over the galvanization in accordance with TRAFFIC SIGNAL PAINTING specifications. CONCRETE FOUNDATIONS Effective: May 22, 2002 Revised: January 1, 2015 Add the following to Article 878.03 of the Standard Specifications: All anchor bolts shall be according to Article 1006.09, with all anchor bolts hot dipped galvanized a minimum of 12 in. (300 mm) from the threaded end. Concrete Foundations, Type "A" for Traffic Signal Posts shall provide anchor bolts with the bolt pattern specified within the "District One Standard Traffic Signal Design Details." All Type "A" foundations shall be a minimum depth of 48 inches (1220 mm). Concrete Foundations, Type "C" for Traffic Signal Cabinets with Uninterruptable Power Supply (UPS) cabinet installations shall be a minimum of 72 inches (1830 mm) long and 31 inches (790 mm) wide. All Type "C" foundations shall be a minimum depth of 48 inches (1220 mm). The concrete apron in front of the Type IV or V cabinet shall be 36 in. x 48 in. x 5 in. (915 mm X 1220 mm X 130 mm). The concrete apron in front of the UPS cabinet shall be 36 in. x 67 in. x 5 in. (915 mm X 1700 mm X 130 mm). Anchor bolts shall provide bolt spacing as required by the manufacturer. -17- Concrete Foundations, Type "D" for Traffic Signal Cabinets shall be a minimum of 48 inches (1220 mm) long and 31 inches (790 mm) wide. All Type "D" foundations shall be a minimum depth of 48 inches (1220 mm). The concrete apron shall be 36 in. x 48 in. x 5 in. (910 mm X 1220 mm X 130 mm). Anchor bolts shall provide bolt spacing as required by the manufacturer. Concrete Foundations, Type "E" for Mast Arm and Combination Mast Arm Poles shall meet the current requirements listed in the Highway Standards. Foundations used for Combination Mast Arm Poles shall provide an extra 2-1/2 inch (65 mm) raceway. No foundation is to be poured until the Resident Engineer gives his/her approval as to the depth of the foundation. LIGHT EMITTING DIODE (LED) PEDESTRIAN SIGNAL HEAD Effective: May 22, 2002 Revised: January 1, 2015 Add the following to the third paragraph of Article 881.03 of the Standard Specifications: No mixing of different types of pedestrian traffic signals or displays will be permitted. Add the following to Article 881.03 of the Standard Specifications: (a) Pedestrian Countdown Signal Heads. (1) Pedestrian Countdown Signal Heads shall not be installed at signalized intersections where traffic signals and railroad warning devices are interconnected. (2) Pedestrian Countdown Signal Heads shall be 16 inch (406mm) x 18 inch (457mm), for single units with the housings glossy black polycarbonate. Connecting hardware and mounting brackets shall be polycarbonate (black). A corrosion resistant anti- seize lubricant shall be applied to all metallic mounting bracket joints, and shall be visible to the inspector at the signal turn-on. (3) Each pedestrian signal LED module shall be fully MUTCD compliant and shall consist of double overlay message combining full LED symbols of an Upraised Hand and a Walking Person. "Egg Crate" type sun shields are not permitted. Numerals shall measure 9 inches (229mm) in height and easily identified from a distance of 120 feet (36.6m). Materials. Add the following to Article 1078.02 of the Standard Specifications: General. 1. The module shall operate in one mode: Clearance Cycle Countdown Mode Only. The countdown module shall display actual controller programmed clearance cycle and shall start counting when the flashing clearance signal turns on and shall countdown to "0" and -18- turn off when the steady Upraised Hand (symbolizing Don't Walk) signal turns on. Module shall not have user accessible switches or controls for modification of cycle. 2. At power on, the module shall enter a single automatic learning cycle. During the automatic learning cycle, the countdown display shall remain dark. 3. The module shall re-program itself if it detects any increase or decrease of Pedestrian Timing. The counting unit will go blank once a change is detected and then take one complete pedestrian cycle (with no counter during this cycle) to adjust its buffer timer. 4. The module shall allow for consecutive cycles without displaying the steady Upraised Hand. 5. The module shall recognize preemption events and temporarily modify the crossing cycle accordingly. 6. If the controller preempts during the Walking Person (symbolizing Walk), the countdown will follow the controller's directions and will adjust from Walking Person to flashing Upraised Hand. It will start to count down during the flashing Upraised Hand. 7. If the controller preempts during the flashing Upraised Hand, the countdown will continue to count down without interruption. 8. The next cycle, following the preemption event, shall use the correct, initially programmed values. 9. If the controller output displays Upraised Hand steady condition and the unit has not arrived to zero or if both the Upraised Hand and Walking Person are dark for some reason, the unit suspends any timing and the digits will go dark. 10. The digits will go dark for one pedestrian cycle after loss of power of more than 1.5 seconds. 11. The countdown numerals shall be two (2) 7 segment" digits forming the time display utilizing two rows of LEDs. 12. The LED module shall meet the requirements of the Institute of Transportation Engineers (ITE) LED purchase specification, "Pedestrian Traffic Control Signal Indications - Part 2: LED Pedestrian Traffic Signal Modules," or applicable successor ITE specifications, except as modified herein. 13. The LED modules shall provide constant light output under power. Modules with dimming capabilities shall have the option disabled or set on a non-dimming operation. 14. In the event of a power outage, light output from the LED modules shall cease instantaneously. 15. The LEDs utilized in the modules shall be AIInGaP technology for Portland Orange (Countdown Numerals and Upraised Hand) and GaN technology for Lunar White (Walking Person) indications. -19- 16. The individual LEDs shall be wired such that a catastrophic loss or the failure of one or more LED will not result in the loss of the entire module. Electrical. 1. Maximum power consumption for LED modules is 29 watts. Basis of Payment. Add the following to the first paragraph of Article 881.04 of the Standard Specifications: The price shall include furnishing the equipment described above, all mounting hardware and installing them in satisfactory operating condition. Add the following to Article 881.04 of the Standard Specifications: If the work consists of retrofitting an existing polycarbonate pedestrian signal head and pedestrian countdown signal head with light emitting diodes (LEDs), it will be paid for as a PEDESTRIAN SIGNAL HEAD, LED, RETROFIT, of the type specified, and of the particular kind of material, when specified. Price shall be payment in full for furnishing the equipment described above including LED modules, all mounting hardware, and installing them in satisfactory operating condition. PEDESTRIAN PUSH-BUTTON Effective: May 22, 2002 Revised: January 1, 2015 Description. Revise Article 888.01 of the Standard Specifications to read: This work shall consist of furnishing and installing a latching or non-latching pedestrian push- button and a regulatory pedestrian instruction sign according to MUTCD, sign series R10-3e 9" x 15" sign with arrow(s) for a count-down pedestrian signal. The pedestrian station sign size without count-down pedestrian signals shall accommodate a MUTCD sign series R10- 3b or R10-3d 9" x 12" sign with arrow(s). Installation. Add the following to Article 888.03 of the Standard Specifications: A mounting bracket shall be used for extension and/or to assure proper orientation when two pedestrian push buttons are required for one post. The price of the bracket shall be included in the cost of the pedestrian push button. The contractor is not allowed to install a push- button assembly with the sign below the push-button in order to meet mounting requirements. Materials. Revise Article 1074.02(a) of the Standard Specifications to read: The pedestrian push-button housing shall be constructed of aluminum alloy according to ASTM B 308 6061-T6 and powder coated yellow, unless otherwise noted on the plans. The housing shall be furnished with suitable mounting hardware. -20- Revise Article 1074.02(e) of the Standard Specifications to read: Stations shall be designed to be mounted to a post, mast arm pole or wood pole. The station shall be aluminum and shall accept a 3 inch (75mm) round push-button assembly and a regulatory pedestrian instruction sign according to MUTCD, sign series R10-3e 9" x 15" sign with arrow(s) for a count-down pedestrian signal. The pedestrian station size without count- down pedestrian signals shall accommodate a MUTCD sign series R10-3b or R10-3d 9" x 12" sign with arrow(s). Add the following to Article 1074.02 of the Standard Specifications: (f) Location. Pedestrian push-buttons and stations shall be mounted to a post, mast arm pole or wood pole as shown on the plans and shall be fully ADA accessible from a paved or concrete surface. See the District's Detail sheets for orientation and mounting details. Basis of Payment. Revise Article 888.04 of the Standard Specifications to read: This work will be paid for at the contract unit price per each for PEDESTRIAN PUSH- BUTTON or PEDESTRIAN PUSH-BUTTON, NON-LATCHING. MODIFY EXISTING CONTROLLER CABINET Effective: May 22, 2002 Revised: January 1, 2015 The work shall consist of modifying an existing controller cabinet as follows: (a) Uninterruptable Power Supply (UPS). The addition of uninterruptable power supply (UPS) to an existing controller cabinet could require the relocation of the existing controller cabinet items to allow for the installation of the uninterruptable power supply (UPS) components inside the existing controller cabinet as outlined under Sections 862 and 1074.04 of the Standard Specifications and the wiring of UPS alarms. (b) Light Emitting Diode (LED) Signal Heads, Light Emitting Diode (LED) Optically Programmed Signal Heads and Light Emitting Diode (LED) Pedestrian Signal Heads. The contractor shall verify that the existing load switches meet the requirements of Section 1074.03(b)(2) of the Standard Specifications and the recommended load requirements of the light emitting diode (LED) signal heads that are being installed at the existing traffic signal. If any of the existing load switches do not meet these requirements, they shall be replaced, as directed by the Engineer. (c) Light Emitting Diode (LED), Signal Head, Retrofit. The contractor shall verify that the existing load switches meet the requirements of Section 1074.03(b)(2) of the Standard Specifications and the recommended load requirements of light emitting diode (LED) traffic signal modules, pedestrian signal modules, and pedestrian countdown signal modules as specified in the plans. If any of the existing load switches do not meet these requirements, they shall be replaced, as directed by the Engineer. (d) This item shall include the upgrade of all non-railroad controller software to the current version. -21- Basis of Payment. Modifying an existing controller cabinet will be paid for at the contract unit price per each for MODIFY EXISTING CONTROLLER CABINET. This shall include all material and labor required to complete the work as described above, the removal and disposal of all items removed from the controller cabinet, as directed by the Engineer. The equipment for the Uninterruptable Power Supply (UPS) and labor to install it in the existing controller cabinet shall be included in the pay item Uninterruptable Power Supply. Modifying an existing controller will be paid for at the contract unit price per each for MODIFY EXISTING CONTROLLER, per Sections 895.04 and 895.08 of the Standard Specifications. REMOVE EXISTING TRAFFIC SIGNAL EQUIPMENT Effective: May 22, 2002 Revised: January 1, 2015 Add the following to Article 895.05 of the Standard Specifications: The traffic signal equipment which is to be removed and is to become the property of the Contractor shall be disposed of outside the right-of-way at the Contractor's expense. All equipment to be returned to the State shall be delivered by the Contractor to the State's Traffic Signal Maintenance Contractor's main facility. The Contractor shall contact the State's Electrical Maintenance Contractor to schedule an appointment to deliver the equipment. No equipment will be accepted without a prior appointment. All equipment shall be delivered within 30 days of removing it from the traffic signal installation. The Contractor shall provide 5 hard copies and 1 electronic file of a list of equipment that is to remain the property of the State, including model and serial numbers, where applicable. The Contractor shall also provide a copy of the Contract plan or special provision showing the quantities and type of equipment. Controllers and peripheral equipment from the same location shall be boxed together (equipment from different locations may not be mixed) and all boxes and controller cabinets shall be clearly marked or labeled with the location from which they were removed. If equipment is not returned with these requirements, it will be rejected by the State's Electrical Maintenance Contractor. The Contractor shall be responsible for the condition of the traffic signal equipment from the time Contractor takes maintenance of the signal installation until the acceptance of a receipt drawn by the State's Electrical Maintenance Contractor indicating the items have been returned in good condition. The Contractor shall safely store and arrange for pick up or delivery of all equipment to be returned to agencies other than the State. The Contractor shall package the equipment and provide all necessary documentation as stated above. Traffic signal equipment which is lost or not returned to the Department for any reason shall be replaced with new equipment meeting the requirements of these Specifications at no cost to the contract. REBUILD EXISTING HANDHOLE Effective: January 1, 2002 Revised: January 1, 2015 This item shall consist of rebuilding and bringing to grade a handhole at a location shown on the plans or as directed by the Engineer. The work shall consist of removing the handhole -22- frame and cover and the walls of the handhole to a depth of eight (8) inches below the finished grade. Upon completion of the above work, four (4) holes, four (4) inches in depth and, one half (1/2) inch in diameter, shall be drilled into the remaining concrete; one hole centered on each of the four handhole walls. Four (4) #3 steel dowels, eight (8) inches in length, shall be furnished and shall be installed in the drilled holes with a masonry epoxy. All concrete debris shall be removed from State right-of-way to a location approved by the Engineer. The area adjacent to each side of the handhole shall be excavated to allow forming. All steel hooks, handhole frame, cover, and concrete shall be provided to construct a rebuilt handhole according to applicable portions of the current District One Traffic Signal Specifications. (The existing frame and cover shall be replaced if it was damaged during removal or as determined by the Engineer.) Basis of Payment. This work shall be paid for at the contract unit price each for REBUILD EXISTING HANDHOLE, which price shall be payment in full for all labor, materials, and equipment necessary to complete the work described above and as indicated on the drawings. -23- ILLINOIS DEPARTMENT OF TRANSPORTATION 201 West Center Court Schaumburg,Illinois 60I96-1096 84 7 847-705-4131 847-705- HIGHWAY PERMIT APPLICATION INSTRUCTION SHEET ALL PER-MIT APPLICATIONS for work to be done on State highways in Coon,Lake,Kane,DuPage, Will and McHenry Counties should be submitted to the Permit Engineer at the address shown above. A single permit can be issued coverin'a all work undertaken at any one location. However,if the anticipated construction is to be done by more than one contractor,,then each contractor trust make a separate permit application for this respective portion of work. Each HIGI:WAY PERMIT APPLICATION should include the following items; i A transm ittal letter which includes general cescription and location or'per niz wvork requested contact name,addres and phone number. b) Two copies of drawings depicting the proposed installation. Issuance of the HIGHWAY PERNffT is subject to receipt of the following items: • Three signed cop ie of the Highway Permit Form (BT-1045) • (Dree full'execute opies of the individual highway permit bond foram (BT-1046) • Five copies of approved drawings depicting the proposed installation. TJ~E HUGh'WAY PERMT FORIMS(BT.1045)are to be submitted in tripiicate,signed by the property owner and the contractor. The owner,lessee or trust executor signs as the Applicantwwiih his mailing address an the line below. The contractor signs on the line marked Witness together with his trailing address. Please leave the remainder of the farm blank:. Upon issuance of the permit,a copy is mailed to the owners and the contractor at the address shown on the application. TriE'INDIVIDUAL HIGHWAY PERWT BOND(BT-I o46) is executed by a licensed bonding company with the petitioner or contractor as principal,and is to be submitted in triplicate Tite amount of the bond is set by the Department and is dependent upon the amount of the work to be dome within the State right of way. For extensive installations.a review of the plans will normally precede setting the bond amount. FHE DRAWINGS or PLANS may vary from a pencil sketch on white e113"x 1 I"paper,to complete sets of engineering? drawv°ings. The crieria for acceptable drawings is that they render a clear and true representation of what is beiniz proposed. The following are guidelines for plan prepartion be completed before this permit can be approved. ACCURATE LOCATION OF WORK: Nlailing address of property, legal description of property/location with respect to intersecting streets,railroads,streams,etc. DEPICTION CIF EXISTING CONDITIONS Width of pavement and right of way, storm draina¢e scheme- existence of curb, gutter, sidewalk, median, shoulder and ditch, location of poles, street lights. traffic sisals, hydrants and trees-indicate underground trains,cables and ducts,etc. DESCRIPTION OF PROPOSED WORK., Geornetrics of driveways, street returns, pave, ent ww�idening and parking layouts-show lateral and longitudinal location of proposed mains and sewers-indicated elevations of all underground installation-include a detailed internal site plan showing proposed drainage-give material specifications such as size thickness,diameter, weight,gauge type,class,etc. WSCELLANOUS: Show north arrow, scale of drawing if used and name and telephone number of person who can be called if questions should arise_ The above listing of suggested information is not to be considered all-inclusive and additions to same may be required• s wplpermitslmisclappinst.tioc Orms D 1e of TrdnSporta�tion Highway Permit District Serial No. Whereas, I (We) (Name of Applicant) (Mailing Address) hereinafter termed the Applicant, (City) (State) request permission and authority to do certain work herein described on the right-of-way of the State Highway known as Route , Section from Station to Station County. The work is described in detail on the attached plan or sketch and/or as tollows: All work authorized by this permit shall be completed after the date this permit is approved, otherwise the permit becomes null and void. This permit is subject to the conditions and restrictions printed on the reverse side of this sheet. This permit is hereby accepted and its provisions agreed to this day of Witness Signed Applicant Mailing Address Mailing Address city State City State SIGN AND RETURN TO: Regional Engineer Approved this day of Department of Transportation BY: Deputy Director of Highways,Regional Engineer Printed 9/2812007 OPER 1045(Rev.08/07) ffhois Departrymot Of TranS'pbrtAw Highway Permit District Serial No. Whereas, I (We) (Name of Applicant) (Mailing Address) hereinafter termed the Applicant. (State) request permission and authority to do certain work herein described on the right-of-way of the State Highway known as Route , Section from Station to Station County. The work is described in detail on the attached plan or sketch and/or as follows: All work authorized by this permit shall be completed after the date this permit is approved, otherwise the permit becomes null and void. This permit is subject to the conditions and restrictions printed on the reverse side of this sheet. This permit is hereby accepted and its provisions agreed to this day of Witness Signed Applicant Mailing Address Mailing Address City State City State SIGN AND RETURN TO: Regional Engineer Approved this day of Department of Transportation BY: Deputy Director of Highways,Regional Engineer Printed 9128j2007 OPER 1045(Rev.08107) ffrois Dee Of TrdrVW&t3 iW Highway Permit District Serial No. Whereas, I (We) (Name of Applicant) (Mailing Address) hereinafter termed the Applicant, (City) (State) request permission and authority to do certain work herein described on the right-of-way of the State Highway known as Route , Section from Station to Station County. The work is described in detail on the attached plan or sketch and/or as follows: All work authorized by this permit shall be completed after the date this permit is approved, otherwise the permit becomes null and void. This permit is subject to the conditions and restrictions printed on the reverse side of this sheet. This permit is hereby accepted and its provisions agreed to this day of Witness Signed Applicant Mailing Address Mailing Address City State City State SIGN AND RETURN TO: Regional Engineer Approved this day of Department of Transportation BY: Deputy Director of Highways,Regional Engineer Printed 9,26,2007 OPER 1045(Rev.DM7) First: The Applicant represents and warrants that he/she is the party in interest respecting this Permit and that he/she is the agent in fad with authority to bind all parties in interest to the obligations and undertakings agreed to in this Permit. The Applicant represents and warrants that the property lines shown on the attached plan sheet(s) or sketch are true and correct, and that all proposed work is accurately depicted thereon. Second: The proposed work shall be located and constructed to the satisfaction of the Regional Engineer or his/her duly authorized representative. No revisions or additions shall be made to the proposed work on the right-of-way without the written permission of the Regional Engineer. The Applicant agrees to complete all work to the standards and specifications identified by the Regional Engineer or his/her authorized representative as a condition of granting this Permit. The Applicant agrees to furnish all labor,equipment and material, and do all work and pay all costs associated with the work authorized by this Permit. The Applicant agrees to restore any and all damaged portions of the highway right-of-way to the condition satisfactory to the Regional Engineer or his/her authorized representative including, but not limited to, all landscape restoration. The Applicant shall not trim, cut or in any way disturb any trees or shrubbery along the highway without the approval of the Regional Engineer or his/her duly authorized representative. Any and all documents, writings and notes reflecting or identifying the standards, specifications, understandings and conditions applicable to the performance of the permitted work required by the Regional Engineer or his her authorized representative are hereby incorporated into this Permit by reference as though fully set forth herein. Third: The Applicant shall at all times conduct the work in such a manner as to minimize hazards to vehicular and pedestrian traffic. Traffic controls and work site protection,shall be in accordance with the applicable requirements of Part 6(Temporary Traffic Control)of the Illinois Manual on Uniform Traffic Control Devices and with the traffic control plan if one is required elsewhere in the permit. All signs, barricades, flaggers, etc., required for traffic control shall be furnished by the Applicant. The work may be done on any day except Sunday, New Year's Day, Memorial Day, Independence Day, Labor Day,Thanksgiving Day and Christmas Day. Worts shall be done only during daylight hours. Fourth: The work performed by the Applicant is for the bona fide purpose expressed and not for the purpose of, nor will it result in, the parking or servicing of vehicles on the highway right-of-way. Signs located on or overhanging the right-of-way shall be prohibited. Fifth: The Applicant shall engage in only the proposed work approved herein, and subject to the hazards incident to such activities, assumes all risks associated therewith. The Applicant assumes full and strict liability for the actions of itself, all parties in interest, its agents and employees, contractors, subcontractors and consultants. The Applicant and all parties in interest shall save, defend, hold harmless and indemnify the State of Illinois and each of its officers, agents, employees, invitees and others associated with it from and against any and all suits, claims, actions, losses, injuries, damages, judgments and expenses that are based on, or that arise or are alleged to have arisen out of the performance of the work approved herein, including, but not limited to, any act, willful or intended, or negligence of the Applicant and any party in interest, its agents and employees, contractors, subcontractors and consultants whether at taw, in equity or common law. In the event the Applicant or any party in interest fails, neglects, or refuses to comply with any provision of this indemnity, the State of Illinois may take any action necessary to protect itself from liability, including any action to pay, settle, compromise and procure the discharge thereof, in which case the Applicant or any party in interest,jointly and severally, shall be liable and bound unto the State of Illinois for any and all expenses related thereto,including attorney's fees. Sixth: The State reserves the right to make such changes, additions, repairs and relocations within its statutory limits to the facilities constructed under this permit or their appurtenances on the right-of-way as may at any time be considered necessary to permit the relocation, reconstruction,widening or maintaining of the highway and/or provide proper protection to life and property on or adjacent to the State right-of-way. However, in the event this permit is granted to construct, locate,operate and maintain utility facilities on the State right- of-way, the Applicant, upon written request by the Regional Engineer, shall perform such alterations or change of location of the facilities, without expense to the State, and should the Applicant fail to make satisfactory arrangements to comply with this request within a reasonable time, the State reserves the right to make such alterations or change of location or remove the work, and the Applicant agrees to pay for the cost incurred. Seventh: This permit is effective only insofar as the Department has jurisdiction and does not presume to release the Applicant from compliance with the provisions of any existing statutes or local regulations,relating to the construction of such work. Eighth: The Construction of access driveways is subject to the regulations listed in the"Policy on Permits for Access Driveways to State Highways." If, in the future, the land use of property served by an access driveway described and constructed in accordance with this permit changes so as to require a higher driveway type as defined in that policy, the owner shall apply for a new permit and bear the costs for such revisions as may be required to conform to the regulations listed in the policy. Utility installations shall be subject to the "Policy on the Accommodation of Utilities on Right-of-Way of the Illinois State Highway System." Ninth: If the work covered by this permit includes construction of additional lanes,turn lanes, median cross-overs or traffic signals on, along or adjacent to a highway under Department jurisdiction, the permittee shall use only contractor(s) approved by the Department of Transportation for the performance of said work on the State highway. A contractor currently prequalifred by the Department in the work rating governing the said work shall be approved. Prior to the commencement of the said work on the State highway,the applicant shall furnish the Regional Engineer a copy of the contractor's current Certificate of Eligibility, or, if the permittee proposes to use a contractor not currently prequalified by the Department, information satisfactory to the Department evidencing the contractor's qualification and ability to perform the said work. No work on the State highway shall be performed until the Department issues an approval of the proposed contractor. Printed 9M12007 OPER 1045(Rev.011107) Illinois Department Traffic Control of Transportation Authorization Request District: County Project Contract Number Marked Route Section Location Inclusive Dates of Work to Work Hours ❑AM ❑ PM to ❑AM ❑ PM Work Type ❑ Maintenance ❑ Construction ❑ Traffic ❑ Other Describe Work Contractor or Agency Doing Work Responsible Engineer: (Construction Foreman/Superintendent, Maintenance/Traffic Field Engineer) Name Telephone No. ( ) ( ) Office Home (if traffic control is to be employed between 5:00 p.m.and 8:30 a.m.or on Saturday,Sunday or holidays give addition numbers) Name Telephone No. ( ) ( ) Name Telephone No. ( ) ( ) Name Telephone No. ( ) ( ) Controls: (Describe specific controls to be used, including reference to appropriate Highway Standards or sections of manuals, and set forth any special controls proposed). Distribution District Operations/Traffic Engineer Submitted by: Project Implementation Engineer Field Engineer Approved by: Resident Engineer (District Operations/Traffic Engineer) ISP District Printed 4/27/16 OPER 725(Rev. 10/02) (BT 725) Illinois Departmdnt Individual Highway of Transportation Permit Bond Address 201 W. Center Court District One Citv/State Schaumburg Illinois 60196 Bond No. KNOWN ALL MEN BY THE PRESENTS, That I (We) (Name of Applicant) (Mailing Address) as Principal, and (Surety Company) a corporation organized and existing under the laws of the State of and licensed to do business in the State of Illinois, are held firmly bound unto the people of the State of Illinois in the penal sum of Dollars ($ ) lawful money of the United States well and truly to be paid unto said people of the State of Illinois, for payment of which we bind ourselves, our successors and assigns,jointly, severally, and firmly by these presents. WHEREAS, Highway Permit No. Issued by the Department of Transportation of the State of Illinois grants to permission and authority to construct, locate, operate, and maintain the work described in said Permit, upon or adjacent to Route in County as more fully described in said Permit and Sketch, which by this reference are made a part hereof as if written herein at length, in and by which Permit and Sketch the said Principal has promised and agreed to perform said described operation and related activities in accordance with the terms and conditions of and description in said Permit and Sketch. NOW, THEREFORE, if the said Principal shall well and truly perform said operations in accordance with the terms and conditions of and description in said Permit and Sketch to the satisfaction of said Department, and shall perform no other work or construction at said location without first applying for and receiving another permit from said Department, then no claim or demand will be made against the above obligation. Otherwise, this bond or so much thereof as may be necessary shall insure to the said Department as cost and expense to change and correct, during a period of five years from the date of approval of this bond by the Department, said construction to conform to the terms and conditions of and description in said Permit and Sketch. IN WITNESS WHEREOF, WE HAVE DULY EXECUTED THE FOREGOING This Day of Principal Surety Address Address City/State City/State Telephone ( ) By BY Attorney in Fact ( Seal ) ( Seal ) Agent for Surety Department of Transportation Address By Deputy Director of Highways,Regional Engineer City/State By Printed 4/2712016 OPER 1046(Rev 5/06) VILLAGE OF OAK BROOK CONTRACT FOR THE CONSTRUCTION OF PEDESTRIAN IMPROVEMENTS STAGE 4 22ND STREET AT OAKBROOK CENTER WEST ENTRANCE APPENDIX 1 PREVAILING WAGES Cook County Prevailing Wage for July 2015 (See explanation of column headings at bottom of wages) Trade Name RG TYP C Base FRMAN M-F>8 OSA OSH H/W Pensn Vac Trng ASBESTOS ABT-GEN ALL 39.400 39.950 1.5 1 .5 2.0 13.98 10.72 0.000 0.500 ASBESTOS ABT-MEC BID 36.340 38.840 1.5 1.5 2.0 11.47 10.96 0. 000 0.720 BOILERMAKER BLD 47. 070 51.300 2.0 2.0 2.0 6. 970 18 .13 0.000 C.400 BRICK MASON BLD 43.780 48.160 1.5 1.5 2.0 10.05 14 .43 0.000 1 .030 CARPENTER ALL 44 .350 46.350 1.5 1.5 2.0 11.79 16.39 0. 000 0.630 CEMENT MASON ALL 43.750 45.750 2 .0 1.5 2 .0 13.05 14 .45 0.000 0.480 CERAMIC TILE FNSHER BLD 36.810 0.000 1.5 1.5 2.0 10.55 9.230 0.000 0.770 COMM. ELECT. BLD 40.000 42. 800 1.5 1.5 2.0 8 . 670 12 .57 1 .100 0.750 ELECTRIC PWR EQMT OP ALL 46. 100 51.100 1.5 1.5 2.0 10.76 14 .87 0.000 0.460 ELECTRIC PWR GRNDMAN ALL 37.050 52.500 1.5 2. 0 2.0 8. 630 12.28 0.000 0.370 ELECTRIC PWR LINEMAN ALL 47 .500 52.500 1.5 2.0 1.5 11.06 15.75 0.000 0.480 ELECTRICIAN ALL 45.000 48. 000 1 .5 1.5 2. 0 13.83 15.27 0.000 1 .000 ELEVATOR CONSTRUCTOR BLD 50. 800 57 .150 2.0 2.0 2.0 13.57 14.21 4 . 060 0. 600 FENCE. ERECTOR ALL 37.340 39.340 1.5 1.3 2.0 13.05 12 .06 0.000 0.300 GLAZIER BLD 40.500 42.000 1.5 2.0 2.0 13.14 16. 99 0.000 0.940 HT/FROST INSULATOR BLD 48.450 50. 950 1.5 1.5 2.0 11 .47 12.16 0.000 0.720 -24- IRON WORKER ALL 44.200 46.200 2.0 2.0 2.0 13. 65 21.14 0.000 0.350 LABORER ALL 39.200 39.950 1.5 1.5 2.0 13.98 10.72 0.000 0.500 LATHER ALL 44 .350 46.350 1.5 1.5 2.0 13.29 16.39 0.000 0. 630 MACHINIST BLD 45.350 47.850 1.5 1.5 2.0 7.260 6.950 1. 850 0.000 MARBLE FINISHERS ALL 32.400 34 .320 1.5 1.5 2.0 10.05 13.75 0.000 0.620 MARBLE MASON BLD 43.030 47 .330 1.5 1.5 2.0 10.05 14.10 0.000 0.780 MATERIAL TESTER I ALL 29.200 0.000 1.5 1.5 2.0 13.98 10.72 0.000 0.500 MATERIALS TESTER II ALL 34 .200 0.000 1.5 1 .5 2.0 13.98 10.72 0.000 0.500 MILLWRIGHT ALL 44.350 46.350 1.5 1.5 2.0 13.29 16.39 0.000 0.630 OPERATING ENGINEER BLD 1 48.100 52 .100 2 .0 2.0 2.0 17.55 12. 65 1. 900 1.250 OPERATING ENGINEER BLD 2 46.800 52.100 2.0 2.0 2.0 17 .55 12 . 65 1.900 1.250 OPERATING ENGINEER BLD 3 44.250 52.100 2 .0 2.0 2.0 ''17.55 12. 65 1.900 1.250 OPERATING ENGINEER BLD 4 42.500 52 .100 2.0 2.0 2.0 17.55 12.65 1.900 1.250 OPERATING ENGINEER BLD 5 51 .850 52.100 2.0 2.0 2.0 17.55 12.65 1.900 1.250 OPERATING ENGINEER BLD 6 49.100 52.100 2.0 2 .0 2.0 17.55 12. 65 1 .900 1.250 OPERATING ENGINEER BLD 7 51.100 52 .100 2.0 2.0 2.0 17.55 12.65 1.900 1.250 OPERATING ENGINEER FLT 1 53. 600 53. 600 1.5 1.5 2.0 17 .10 11 .80 1. 900 1.250 OPERATING ENGINEER FLT 2 52.100 53.600 1.5 1.5 2.0 17.10 11.05 1. 900 1.250 OPERATING ENGINEER FLT 3 46.400 53.600 1 .5 1.5 2.0 17.10 11.80 1. 900 1.250 OPERATING ENGINEER FLT 4 38.550 53. 600 1.5 1.5 2.0 17 .10 11 .80 1.900 1.250 OPERATING ENGINEER FLT 5 55.100 53. 600 1.5 1.5 2.0 17 .10 11.80 1.900 1 .250 OPERATING ENGINEER FLT 6 35.000 35. 000 1.5 1.5 2.0 16. 60 11.05 1. 900 1.250 OPERATING ENGINEER HWY 1 46.300 50.300 1.5 1 .5 2.0 17.55 12 . 65 1. 900 1.250 OPERATING ENGINEER HWY 2 45.750 50.300 1 .5 1.5 2.0 17.55 12. 65 1. 900 1.250 OPERATING ENGINEER HWY 3 43.700 50.300 1 .5 1.5 2.0 17.55 12. 65 1. 900 1.250 OPERATING ENGINEER HWY 4 42.300 50.300 1.5 1 .5 2.0 17.55 12. 65 1. 900 1.250 OPERATING ENGINEER HWY 5 41.100 50.300 1 .5 1.5 2.0 17.55 12. 65 1 . 900 ` .250 OPERATING ENGINEER HWY 6 49.300 50.300 1.5 1.5 2.0 17.55 12. 65 1. 900 1.250 -25- OPERATING ENGINEER HWY 7 47.300 50.300 1.5 1.5 2.0 17.55 12. 65 1. 900 1.250 ORNAMNTL IRON WORKER ALL 45.000 47.500 2.0 2.0 2.0 13.55 17.94 0.000 0. 650 PAINTER ALL 41.750 46.500 1.5 1.5 1.5 11.50 11 .10 0.000 0.770 PAINTER SIGNS BLD 33.920 38.090 1.5 1.5 1.5 2. 600 2.710 0.000 0.000 PILEDRIVER ALL 44.350 46.350 1.5 1.5 2.0 13.29 16.39 0.000 0. 630 PIPEFITTER BLD 46.000 49.000 1.5 1.5 2.0 9.000 15.85 0.000 1.780 PLASTERER BLD 43.430 46.040 1.5 1.5 2.0 13.05 14.43 0.000 1.020 PLUMBER BLD 46.650 48. 650 1.5 1.5 2.0 13.18 11.46 0.000 0.880 ROOFER BLD 41.000 44.000 1.5 1.5 2.0 8.280 10.54 0.000 0.530 SHEETMETAL WORKER BLD 42.230 45. 610 1.5 1.5 2.0 10.53 20. 68 0.000 0.720 SIGN HANGER BLD 31.310 33.8'..0 1.5 1.5 2.0 4 .850 3.280 0.000 0.000 SPRINKLER FITTER BLD 49.200 51.200 1.5 "i.5 2.0 11.75 9. 650 0.000 0.550 STEEL ERECTOR ALL 42.070 44 . 070 2.0 2.0 2.0 13.45 19.59 0.000 0.350 STONE MASON BLD 43.780 48.160 1.5 1.5 2.0 10.05 14.43 0.000 1.030 NOT IN EFFECT ALL 37.000 37.750 1.5 1.5 2.0 12.97 9.930 0.000 0.500 TERRAZZO FINISHER BLD 38.040 0.000 1.5 1.5 2.0 10.55 11.22 0.000 0.720 TERRAZZO MASON BLD 41.880 44 .880 1.5 1.5 2.0 10.55 12.51 0.000 0.940 TILE MASON BLD 43.840 47 .840 "i.5 1.5 2.0 10.55 _1.40 0.000 0.990 TRAFFIC SAFETY WRKR HWY 32.750 34.350 1.5 1.5 2. 0 6.550 6.450 0.000 0.500 TRUCK DRIVER E ALL 1 35.480 35. 680 '1.5 1.5 2.0 8.350 "'10.50 0. 000 0.150 TRUCK DRIVER E ALL 2 34.100 34.500 1.5 1.5 2.0 8.150 8.5000.000 0.150 TRUCK DRIVER E ALL 3 34 .300 34.500 1.5 1.5 2.0 8.150 8.500 0.000 0.150 TRUCK DRIVER E ALL 4 34 .500 34 .500 1.5 1 .5 2.0 8.150 8 .500 0.000 0.150 TRUCK DRIVER W ALL 1 35.600 35.800 1.5 1.5 i.5 8 .250 9.140 0.000 0.150 TRUCK DRIVER W ALL 2 32.700 33.100 1.5 1.5 2.0 6.500 4.350 0.000 0. 000 TRUCK DRIVER W ALL 3 32.900 33.100 1.5 1.5 2.0 6.500 4 .350 0.000 0.000 TRUCK DRIVER W ALL 4 33.100 33.100 1.5 1.5 2.0 6.500 4 .350 0.000 0.000 TUCKP01NTER BLD 43.800 44 .800 1.5 1.5 2.0 8.280 13.49 0.000 0. 670 -26- Legend: RG (Region) TYR (Trade Type - F,11,Highway,D-ilding,Floating,CiI & Chip,Rivers) (Class) Base (Base Wage Rate) F Rnz-N (Foreman Rate) M-F>6 (OT required for any hour greater than 8 worked each day, Mon througn Fri. OSA (Overtime (OT) is required for every hour worked on Saturday) OSH (Overtime is required for every hour worked on Sunday and holidays) H/W (Hea=rh & Welfare Insurance) Pensn Pension) Vac (Vacation) Trng (Train'nq) Explanations COOK COUNTY The following list is considered as those days for which holiday rates of wages for work performed apply: New Years Day, Memorial Day, Fourth of July, Labor Day, Thanksgiving Day, Christmas Day and Veterans Day in some classifications/counties. Generally, any of these holidays which fail on a Sunday is celebrated on the following Monday. This then makes work performed on that Monday payable at the appropriate overtime rate for holiday pay. Common practice in a given local may alter certain days of celebration. If in doubt, please check with IDOL. TRUCK DRIVERS (WEST) - That part of the county West of Barrinaton Road. EXPLANATION OF CLASSES ASBESTOS - GENERAL - removal of asbestos material/mold and hazardous materials from any place in a building, including mechanical systems where those mechanical systems are to be removed. This includes the removal of asbestos materials/mold and hazardous materials from ductwork or pipes in a building when the building is to be demolished at the time or at some close future date. ASBESTOS - MECHANICAL - removal of asbestos material from mechanical systems, such as pipes, ducts, and boilers, where the mechanical- systems are to remain. CERAMIC TILE FINISHER The grouting, cleaning, and polishing of all classes of tile, whether for interior or exterior purposes, all burned, glazed or unglazed products; all composition materials, granite tiles, warning detectable tiles, cement tiles, epoxy composite materials, pavers, glass, mosaics, f=iberglass, and all substitute materials, for tile made in tile-like units; all mixtures in tile like form of cement, metals, and other materials that are for and intended for use as a finished floor surface, stair treads, promenade roofs, walks, walls, ceilings, swimming pools, and all other places where the is to form a finished interior or exterior. The mixing of all setting mortars including but not limited to thin-set mortars, epoxies, wall mud, and any other sand and cement mixtures or adhesives when used in the preparation, installation, repair, or maintenance of tile and/or similar materials. The handling and unloading of all sand, cement, lime, tile, fixtures, equipment, adhesives, or any other materials to be used in -27- the preparation, installation, repair, or maintenance of tile and/or similar materials. Ceramic Tile Finishers shall fill all joints and voids regardless of method on all tile work, particularly and especially after installation of said tile work. Application of any and all protective coverings to all types of the installations including, but not be limited to, all soap compounds, paper products, tapes, and all polyethylene coverings, plywood, masonite, cardboard, and any new type of products that may be used to protect tile installations, Blastrac equipment, and all floor scarifying equipment used in preparing floors to receive tile. The clean up and removal of all waste and materials. All demolition of existing tile floors and walls to be re-tiled. COMMUNICATIONS ELECTRICIAN Installation, operation, inspection., maintenance, repair and service of radio, television, recording, voice sound vision production and reproduction, telephone and telephone interconnect, facsimile, data apparatus, coaxial, fibre optic and wireless equipment, appliances and systems used for the transmission and reception of signals of any nature, business, domestic, commercial, education, entertainment, and residential purposes, including but not limited to, communication and telephone, electronic and sound equipment, fibre optic and data communication systems, and the performance of any task directly related to such installation or service whether at new or existing sites, such tasks to include the placing of wire and cable and electrical power conduit or other raceway work within the equipment room and pulling wire and/or cable through conduit and the installation of any incidental conduit, such that the employees covered hereby can complete any job in full. MARBLE FINISHER Loading and unloading trucks, distribution of all materials (all stone, sand, etc. ) , stocking of floors with material, performing all rigging for heavy work, the handling of all material that may be needed for the installation of such materials, building of scaffolding, polishing if needed, patching, waxing of material if damaged, pointing up, caulking, grouting and cleaning of marble, holding water on diamond or Carborundum blade or saw for setters cutting, use of tub saw or any other saw needed for preparation of material, drilling of holes for wires that anchor material set by setters, mixing up of molding plaster for installation of material, mixing up thin set for the installation of material, mixing up of sand to cement for the installation of material and such other work as may be required in helping a Marble Setter in the handling of all material in the erection or installation of interior marble, slate, travertine, art marble, serpentine, a'berene stone, blue stone, granite and other stones (meaning as to stone any foreign or domestic materials as are specified and used in building interiors and exteriors and customarily known as stone in the trade) , carrara, sanionyx, vitrolite and similar opaque glass and the laying of all marble tile, terrazzo tile, slate tile and precast tile, steps, risers ..reads, base, or any other materials that may be used as substitutes for any of the aforementioned materials and which are used on interior and exterior which are installed in a similar manner. -28- MATERIAL TESTER I: Hand coring and drilling for testing of materials; field inspection of uncured concrete and asphalt. MATERIAL TESTER II: Field inspection of welds, structural steel, fireproofing, masonry, soil, facade, reinforcing steel, formwork, cured concrete, and concrete and asphalt batch plants; adjusting proportions of bituminous mixtures. OPERATING ENGINEER - BUILDING Class 1. Asphalt Plant; Asphalt Spreader; Autograde; Backhoes with Caisson Attachment; Batch Plant; Benoto (requires Two Engineers) ; Boiler and Throttle Valve; Caisson Rigs; Central Redi-Mix Plant; Combination Back Hoe Front End-loader Machine; Compressor and Throttle Valve; Concrete Breaker (Truck Mounted) ; Concrete Conveyor; Concrete Conveyor (Truck Mounted) ; Concrete Paver Over 27E cu. ft; Concrete Paver 27E cu. ft. and Under: Concrete Placer; Concrete Placing Boom; Concrete Pump (Truck Mounted) ; Concrete Tower; Cranes, All; Cranes, Hammerhead; Cranes, (GCI and similar Type) ; Creter Crane; Spider Crane; Crusher, Stone, etc. ; Derricks, All; Derricks, Traveling; Formless Curb and Gutter Machine; Grader, Elevating; Grouting Machines; Heavy Duty Self-Propelled Transporter or Prime Mover; Highiift Shovels or Front Endloader 2-1/4 yd. and over; Hoists, Elevators, outside type rack and pinion and similar machines; Hoists, One, Two and Three Drum; Hoists, Two Tugger One Floor; Hydraulic Backhoes; Hydraulic Boom Trucks; Hydro Vac (and similar equipment) ; Locomotives, All; Motor Patrol; Lubrication Technician; Manipulators; Pile Drivers and Skid Rig; Post Hole Digger; Pre-Stress Machine; Pump Cretes Dual Ram; Pump Cretes: Squeeze Cretes-Screw Type Pumps; Gypsum Bulker and Pump; Raised and Blind Hole Drill; Roto Mill Grinder; Scoops - Tractor Drawn; Slip-Form Paver; Straddle Buggies; Operation of Tie Back Machine; Tournapull; Tractor with Boom and Side Boom; Trenching Machines. Class 2. Boilers; Broom, All Power Propelled; Bulldozers; Concrete Mixer (Two Bag and Over) ; Conveyer, Portable; Forklift Trucks; Highlift Shovels or Front Endloaders under 2-1/4 yd. ; Hoists, Automatic; Hoists, Inside Elevators; Hoists, Sewer Dragging Machine; Hoists, Tugger Single Drum; Laser Screed; Rock Drill (Self-Propelled) ; Rock Drill (Truck Mounted) ; Rollers, All; Steam Generators; Tractors, Ail; Tractor Drawn Vibratory Roller; Winch Trucks with "A" Frame. Class 3. Air Compressor; Combination Small Equipment Operator; Generators; Heaters, Mechanical; Hoists, Inside Elevators (remodeling or renovation work) ; Hydraulic Power Units (Pile Driving, Extracting, and Drilling) ; Pumps, over 3" (1 to 3 not to exceed a total of 300 ft. ) ; Low Boys; Pumps, Well Points; Welding Machines (2 through 5) ; Winches, 4 Small Electric Drill Winches. Class 4. Bobcats and/or other Skid Steer Loaders; Oilers; and Brick Forklift. Class S. Assistant Craft Foreman. Class 6. Gradall. -29- Class 7. Mechanics; Welders. OPERATING ENGINEERS - HIGHWAY CONSTRUCTION Class 1. Asphalt Plant; Asphalt Heater and Planer Combination; Asphalt Heater Scarfire; Asphalt Spreader; Autograder/GOMACO or other similar type machines: ABG Paver; Backhoes with Caisson Attachment; Ballast Regulator; Belt Loader; Caisson Rigs; Car Dumper; Central Redi-Mix Plant; Combination Backhoe Front Endloader Machine, (1 cu. yd. Backhoe Bucket or over or with attachments) ; Concrete Breaker (Truck Mounted) ; Concrete Conveyor; Concrete Paver over 27E cu. ft. ; Concrete Placer; Concrete Tube Float; Cranes, all attachments; Cranes, Tower Cranes of all types: Creter Crane: Spider Crane; Crusher, Stone, etc. ; Derricks, All; Derrick Boats; Derricks, Traveling; Dredges; Elevators, Outside type Rack & Pinion and Similar Machines; Formless Curb and Gutter Machine; Grader, Elevating; Grader, Motor Grader, Motor Patrol, Auto Patrol, Form Grader, Pull Grader, Subgrader; Guard Ra_1 Post Driver Truck Mounted; Hoists, One, Two and Three Drum; Heavy Duty Self-Propelled Transporter or Prime Mover; Hydraulic Backhoes; Backhoes with shear attachments up to 40' of boom reach; Lubrication_ Technician; Manipulators; Mucking Machine; Pile Drivers and Skid Rig; Pre-Stress Machine; Pump Cretes Dual Ram; Rock Drill - Crawler or Skid Rig; Rock Drill - Truck Mounted; Rock/Track Tamper; Roto Mill Grinder; Slip-Form Paver; Snow Meiters; Soil Test Drill Rig (Truck Mounted) ; Straddle Buggies; Hydraulic Telescoping Form (Tunnel) ; Operation of Tieback Machine; Tractor Drawn Belt Loader; Tractor Drawn Belt Loader (with attached pusher - two engineers) ; Tractor with Boom; Tractaire with Attachments; Traffic Barrier Transfer Machine; Trenching; Truck Mounted Concrete Pump with Boom; Raised or Blind Hole Drills (Tunnel Shaft) ; Underground Boring and/or Mining Machines 5 ft. in diameter and over tunnel, etc; Underground Boring and/or Mining Machines under 5 ft. in diameter; Wheel Excavator; Widener (APSCO) . Class 2. Batch Plant; Bituminous Mixer; Boiler and Throttle Valve; Bulldozers; Car Loader Trailing Conveyors; Combination Backhoe Front Endloader Machine (Less than 1 cu. yd. Backhoe Bucket or over or with attachments) ; Compressor and Throttle Valve; Compressor, Common Receiver (3) ; Concrete Breaker or Hydro Hammer; Concrete Grinding Machine; Concrete Mixer or Paver 7S Series to and including 27 cu. ft. , Concrete Spreader; Concrete Curing Machine, Burlap Machine, Belting Machine and Sealing Machine; Concrete Wheel Saw; Conveyor Muck Cars (Haglund or Similar Type) ; Drills, All; Finishing Machine - Concrete; Highlift Shovels or Front Endloader; Hoist - Sewer Dragging Machine; Hydraulic Boom Trucks (All Attachments) ; Hydro-Blaster; Hydro Excavating (excluding hose work) ; Laser Screed; All Locomotives, Dinky; Off-Road Hauling Units (including articulating) Non Self-Loading Ejection Dump; Pump Cretes: Squeeze Cretes - Screw Type Pumps, Gypsum Bulker and Pump; Roller, Asphalt; Rotary Snow Plows; Rototil_er, Seaman, etc. , self-propelled; Self-Propelled Compactor; Spreader - Chip - Stone, etc. ; Scraper - Single/Twin Engine/Push and Pull; Scraper - Prime Mover in Tandem (Regardless of Size) ; Tractors puling attachments, Sneeps Foot, Disc, Compactor, etc. ; Tug Boats. Class 3. Boilers; Brooms, All Power Propelled; Cement Supply Tender; Compressor, Common Receiver (2) ; Concrete Mixer (Two Bag and Over) ; Conveyor, Portable; Farm-Type Tractors Used for Mowing, Seeding, etc. ; -30- Forklift Trucks; Grouting Machine; Hoists, Automatic; Hoists, All Elevators; Hoists, Tugger Single Drum; Jeep Diggers; Low Boys; Pipe Jacking Machines; Post-Hole Digger; Power Saw, Concrete Power Driven; Pug Mills; Rollers, other than Asphalt; Seed and Straw Blower; Steam Generators; Stump Machine; Winch Trucks with "A" Frame; Work Boats; Tamper-Form-Motor Driven. Class 4 . Air Compressor; Combination - Small Equipment Operator; Directional Boring Machine; Generators; Heaters, Mechanical; Hydraulic Power Unit (Pile Driving, Extracting, or Drilling) ; Light Plants, All (1 through 5) ; Pumps, over 3" (1 to 3 not to exceed a total of 300 ft. ) ; Pumps, Well Points; Vacuum Trucks (excluding hose work) ; Welding Machines (2 through 5) ; Winches, 4 Small Electric Drill Winches. Class 5. SkidSteer Loader (all) ; Brick Forklifts; Oilers. Class 6. Field Mechanics and Field Welders Class 7. Dowell Machine with Air Compressor; Gradall and machines of like nature. OPERATING ENGINEER - FLOATING Class 1. Craft Foreman; Master Mechanic; Diver/Wet Tender; Engineer; Engineer (Hydraulic Dredge) . Class 2. Crane/Backhoe Operator; Boat Operator with towing endorsement; Mechanic/Welder; Assistant Engineer (Hydraulic Dredge) ; Leverman (Hydraulic Dredge) ; Diver Tender. Class 3. Deck Equipment Operator, Machineryman, Maintenance of Crane (over 50 ton capacity) or Backhoe (115, 000 lbs. or more) ; Tug/Launch Operator; Loader/Dozer and like equipment on Barge, Breakwater Wall, Slip/Dock, or Scow, Deck Machinery, etc. Class 4 . Deck Equipment Operator, Machinerynnan/Fireman (4 Equipment. Units or More) ; Off Road Trucks; Deck Hand, Tug Engineer, Crane Maintenance (50 Ton Capacity and tinder) or Backhoe Weighing (115, 000 pounds or less) ; Assistant Tug Operator. Class 5. Friction or Lattice Boom Cranes. Class 6. ROV Pilot, ROV Tender SURVEY WORKER - Operated survey equipment including data collectors, G.P.S. and robotic instruments, as well as conventional levels and transits. TERRAZZO FINISHER The handling_ of sand, cement, marble chips, and all other materials that may be used by the Mosaic Terrazzo Mechanic, and the mixing, grinding, grouting, cleaning and sealing of all Marble, Mosaic, and Terrazzo work, floors, base, stairs, and wainscoting by hand or machine, and in addition, assisting and aiding Marble, Masonic, and Terrazzo Mechanics. -31- TRAFFIC SAFETY Work associated with barricades, horses and drums used to reduce lane usage on highway work, the installation and removal of temporary lane markings, and the installation and removal of temporary road signs. TRUCK DRIVER - BUILDING, HEAVY AND HIGHWAY CONSTRUCTION - EAST & WEST Class 1. Two or three Axle Trucks. A-frame Truck when used for transportation purposes; Air Compressors and Welding Machines, including those pulled by cars, pick-up trucks and tractors; Ambulances; Batch Gate Lockers; Batch Hopperman; Car and Truck Washers; Carry-alls; Fork Lifts and Hoisters; Helpers; Mechanics Helpers and Greasers; Oil Distributors 2-man operation; Pavement Breakers; Pole Trailer, up to 40 feet; Power Mower Tractors; Self-propelled Chip Spreader; Skipman; Slurry Trucks, 2-man operation; Slurry Truck Conveyor Operation, 2 or 3 man; Teamsters; Unskilled Dumpman; and Truck Drivers hauling warning lights, barricades, and portable toilets on the job site. Class 2 . Four axle trucks; Dump Crets and Adgetors under 7 yards; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnapulls or Turnatrailers when pulling other than self-loading equipment or similar equipment under 16 cubic yards; Mixer Trucks under 7 yards; Ready-mix Plant Hopper Operator, and Winch Trucks, 2 Axles. Class 3. Five axle trucks; Dump Crets and Adgetors 7 yards and over; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnatrailers or turnapulls when pulling other than self-loading equipment or similar equipment over 16 cubic yards; Explosives and/or Fission Material Trucks; Mixer Trucks 7 yards or over; Mobile Cranes while in transit; Oil Distributors, 1-man operation; Pole Trailer, over 40 feet; Pole and Expandable Trailers hauling material over 50 feet long; Slurry trucks, -man operation; Winch trucks, 3 axles or more; Mechanic--Truck Welder and Truck Painter. Class 4 . Six axle trucks; Dual-purpose vehicles, such as mounted crane trucks with host and accessories; Foreman_; Master Mechanic, Self-loading equipment like P.B. and trucks with scoops on the front. Other Classifications of Work: For definitions of classifications not otherwise set out, the Department generally has on file such definitions which are available. If a task to be performed is not subject to one of the classifications of pay set out, the Department will upon being contacted state which neighboring county has such a classification and provide such rate, such rate being deemed to exist by reference in this document. If no neighboring county rate applies to the task, the Department shall undertake a special determination, such special determination being then deemed to have existed under this determination. If a project requires these, or any classification not listed, please contact IDOL at 217-782-1710 for wage rates or clarifications. LANDSCAPING -32- Landscaping work falls under the existing classifications for laborer, operating engineer and truck driver. The work performed by landscape p_antsman and landscape laborer is covered by the existing classification of laborer. The work performed by landscape operators (regardless of equipment used or its size) is covered by the classifications of operating engineer. The work performed by landscape truck drivers (regardless of size of truck driver.) is covered by the classifications of truck driver. MATERIAL TESTER & MATERIAL TESTER/INSPECTOR I AND II Notwithstanding the difference in the classification title, the classification entitled "Material Tester I" involves the same job duties as the classification entitled "Material Tester/Inspector I". Likewise, the classification entitled "Material Tester II" involves the same job duties as the classification entitled "Material Du Page County Prevailing Wage for July 2015 (See explanation of column headings at bottom of wages) Trade Name RG TYP C Base FRMAN M-F>6 OSA OSH H/W Pensn Vac Tung ASBESTOS ABC-GEN ALL 39.400 39. 950 1.5 1.5 2.0 13. 98 10.72 0.000 0.500 ASBESTOS ABT-MEC BLD 36.340 38.840 1.5 1.5 2.0 11.47 10. 96 0.000 0.720 BOILERMAKER BLD 47.070 51.300 2. 0 2.0 2.0 6.970 18 .13 0.000 0.400 BRICK MASON BLD 43.780 48.160 1.5 1.5 2.0 10.05 14 .43 0.000 1.030 CARPENTER ALL 44.350 46.350 1.5 1 .5 2 .0 13.29 16.39 0.000 0. 630 CEMENT MASON ALL 43.750 45.750 2.0 1_5 2 .0 13.05 14.45 0.000 0.480 CERAMIC TILE FNSHER BLD 36.610 0.000 1.5 1.5 2.0 10.55 9.230 0. 000 0.770 COMMUNICATION TECH BLD 32. 650 34.750 1.5 1.5 2.0 9.550 15.16 1.250 0. 610 ELECTRIC PWR EQMT OP ALL 37.890 51.480 1.5 1.5 2.0 5.000 11.75 0.000 0.380 ELECTRIC PWR EQMT OP HWY 39.220 53.290 1.5 1 .5 2.0 5.000 12.17 0. 000 0.390 ELECTRIC PWR GRNDMAN ALL 29.300 51.480 1.5 1.5 2 .0 5.000 9.090 0.000 0.290 ELECTRIC PWR GRNDMAN HWY 30.330 53.290 1.5 1.5 2.0 5. 000 9.400 0.000 0.300 ELECTRIC PWR LINEMAN ALL 45.360 51.480 1.5 1.5 2.0 5.000 14 .06 0.000 0.450 ELECTRIC PWR LINEMAN HWY 46. 950 53.290 1.5 1.5 2.0 5.000 14.56 0.000 0.470 ELECTRIC PWR TRK DRV ALL 30.340 51 .480 1.5 1.5 2.0 5.000 9.400 0.000 0.300 ELECTRIC PWR TRK DRV HWY 31.400 53.290 1.5 1.5 2.0 5.000 9.730 0.000 0.310 -33- ELECTRICIAN BLD 38. 160 41. 980 1.5 1 .5 2.0 9.550 18.29 4 . 680 0.680 ELEVATOR CONSTRUCTOR BLD 50.800 57.150 2. 0 2.0 2.0 13.57 14.21 4 .060 0.600 FENCE ERECTOR NE ALL 37.340 39.340 1.5 1.5 2.0 13.05 12. 06 0.000 0.300 FENCE ERECTOR W ALL 45. 060 48. 660 2.0 2.0 2.0 10.52 20.76 0.000 0.700 GLAZIER BLD 40.500 42.000 1.5 2.0 2.0 13.14 16.99 0.000 0. 940 HT/FROST INSULATOR BLD 48.450 50.950 1.5 1.5 2.0 11.47 12.16 0.000 0.720 IRON WORKER E ALL 44.200 46.200 2.0 2.0 2.0 13. 65 21.14 0.000 0.350 IRON WORKER W ALL 45.060 48. 660 2.0 2.0 2.0 10.52 20.76 0.000 0.700 LABORER ALL 39.200 39. 950 1.5 1.5 2.0 13. 98 10.72 0.000 0.500 LATHER ALL 44.350 46.350 1.5 1.5 2.0 13.29 16.39 0.000 0. 630 MACHINIST BLD 45.350 47.850 1.5 1.5 2.0 7.260 8.950 1.850 0.000 MARBLE FINISHERS ALL 31.400 32.970 1.5 1 .5 2.0 9.850 13.10 0.000 0. 600 MARBLE MASON BLD 43.030 47.330 1.5 1.5 2.0 10. 05 14 .10 0.000 0.780 MATERIAL TESTER I ALL 29.200 0.000 1.5 1.5 2.0 13.98 10.72 0.000 0.500 MATERIALS TESTER II ALL 34 .200 0.000 1.5 1.5 2.0 13.98 10.72 0.000 0.500 MILLWRIGHT ALL 44 .350 46.350 1.5 1.5 2.0 13.29 16.39 0.000 0. 630 OPERATING ENGINEER BLD 1 48.100 52 .100 2.0 2.0 2 .0 17 .55 12 .65 1. 900 1.250 OPERATING ENGINEER BLD 2 46.800 52.100 2.0 2.0 2.0 17 .55 12. 65 1.900 1.250 OPERATING ENGINEER BLD 3 44 .250 52. 100 2 .0 2.0 2.0 17.55 12. 65 1.900 1.250 OPERATING ENGINEER BLD 4 42.500 52.100 2. 0 2.0 2.0 17 .55 12. 65 1. 900 1.250 OPERATING ENGINEER BLD 5 51.850 52.100 2.0 2 .0 2 .0 17 .55 12.65 1. 900 1.250 OPERATING ENGINEER BLD 6 49.100 52.100 2.0 2.0 2.0 17.55 12. 65 1. 900 1.250 OPERATING ENGINEER BLD 7 51."'100 52.100 2.0 2.0 2.0 17.55 12. 65 1. 900 1.250 OPERATING ENGINEER FLT 36.000 36.000 _.5 1 .5 2.0 17 .10 11.80 1 . 900 1.250 OPERATING ENGINEER HWY 1 46.300 50.300 1 .5 1.5 2.0 17.55 12. 65 1. 900 _.250 OPERATING ENGINEER HWY 2 45.750 50.300 1 .5 ,11.5 2.0 17.55 12. 65 1.900 1.250 OPERATING ENGINEER HWY 3 43.700 50.300 1.5 1.5 2 .0 17 .55 12. 65 1. 900 1 .250 OPERATING ENGINEER HWY 4 42.300 50.300 1.5 1.5 2.0 17.55 12. 65 1.900 1.250 -34- OPERATING ENGINEER HWY 5 41.100 50.300 1.5 1.5 2.0 17.55 12. 65 1. 900 1.250 OPERATING ENGINEER HWY 6 49.300 50.300 1.5 1.5 2.0 17.55 12. 65 1. 900 1.250 OPERATING ENGINEER HWY 7 47.300 50.300 1.5 1.5 2.0 17.55 12 . 65 1 .900 1.250 ORNAMNTL IRON WORKER E ALL 45.000 47.500 2.0 2.0 2.0 13.55 17.94 0.000 0. 650 ORNAMNTL IRON WORKER W ALL 45.060 48. 660 2.0 2.0 2.0 10.52 20.76 0.000 0.700 PAINTER ALL 41.730 43.730 1.5 1.5 1.5 10.30 8.200 0.000 1.350 PAINTER SIGNS BLD 33.920 38.090 1.5 1.5 1.5 2.600 2.710 0.000 O.000 PILEDRIVER ALL 44.350 46.350 1.5 1.5 2.0 13.29 16.39 0.000 0. 630 PIPEFITTER BLD 46.000 49.000 1.5 1.5 2.0 9.000 15.85 0.000 1.780 PLASTERER BLD 41.250 43.760 1.5 1.5 2.0 9.700 13.08 0.000 0.980 PLUMBER BLD 46. 650 48.650 1.5 1.5 2.0 13.18 11.46 0.000 0.880 ROOFER BLD 41.000 44. 000 1.5 1.5 2.0 8.280 10.54 0.000 0.530 SHEETMETAL WORKER BLD 44 .720 46.720 1.5 1.5 2.0 10.65 13.31 0.000 0.820 SPRINKLER FITTER BLD 49.200 51.200 1.5 1.5 2.0 11.75 9. 650 0.000 0.550 STEEL ERECTOR E ALL 42.070 44.070 2.0 2.0 2.0 13.45 19.59 0.000 0.350 STEEL ERECTOR W ALL 45.060 48. 660 2.0 2.0 2.0 10.52 20.76 0.000 0.700 STONE MESON BLD 43.780 48.160 1.5 1 .5 2.0 10.05 14 .43 0.000 1.030 S?RWVT WGRFIR -> NOT IN EFFECT ALL 37.000 37 .750 1.5 1 .5 2.0 12.97 9.930 0.000 0.500 TERRAZZO F WISHER BLD 38.040 0.000 1.5 1.5 2 .0 10.55 11.22 0.000 0.720 TERRAZZO MASON BLD 41.880 44.880 1.5 1.5 2.0 10.55 12 .51 0.000 0.940 TILE MASON BLD 42.840 46.840 1.5 1.5 2 .0 10.55 10.42 0.000 0.920 TRAFFIC SAFETY WRKR HWY 32.750 34 .350 1.5 1.5 2.0 6.550 6.450 0. 000 0.500 TRUCK DRIVER ALL 1 35.920 36.120 1.5 1.5 2.0 8.280 8.760 0.000 0.i50 TRUCK DRIVER ALL 2 32 .700 33.100 1.5 1.5 2.0 6.500 4.350 0.000 O.150 TRUCK DRIVER ALL 3 32.900 33.100 1.5 1.5 2.0 6.500 4 .350 0. 000 0.150 TRUCK DRIVER ALL 4 33.100 33.100 1.5 1 .5 2.0 6.500 4.350 0.000 0.150 TUCKPOINTER BLD 42 . 620 43. 620 1.5 1.5 2. 0 10.05 13.34 0.000 0.670 Legend: RG ;Region! _P {T_-aae ' vpe - Ali,Y_ighway,Budding,Float°ng,0- & C. n Rictus; -35- (Class) Base (Base Wage Rate) FRNiAN (Foreman Rate) M-7>6 (OT required for any hour greater than 6 worked each day, Mon through Fri. OSA (Overtime (OT) is reauired for every hour worked on Saturday) OSH (Overtime is required for every hour worked on Sunday and Holidays) 'r,/W (Health & Welfare insurance) Pensn (Pension) Vac (Vacation Trnw (Training) Explanations DUPAGE COUNTY IRON WORKERS AND FENCE ERECTOR (WEST) - West of Route 53. The following list is considered as those days for which holiday rates of wages for work performed apply: New Years Day, Memorial Day, Fourth of July, Labor Day, Thanksgiving Day, Christmas Day and Veterans Day in some classifications/counties. Generally, any of these holidays which fall on a Sunday is celebrated on the fo'l'lowing Monday. This then makes work performed on that Monday payable at the appropriate overtime rate for holiday pay. Common practice in a given local may alter certain days of celebration. If in doubt, please check with IDOL. EXPLANATION OF CLASSES ASBESTOS - GENERAL - removal of asbestos material/mold and hazardous materials from any place in a building, including mechanical systems where those mechanical systems are to be removed. This includes the removal of asbestos materials/mold and hazardous materials from ductwork or pipes in a building when the building is to be demolished at the time or at some close future date. ASBESTOS - MECHANICAL - removal of asbestos material from mechanical systems, such as pipes, ducts, and boilers, where the mechanical systems are to remain. TRAFFIC SAFETY - work associated with barricades, horses and drums used to reduce lane usage on highway work, the installation and removal of temporary lane markings, and the installation and removal of temporary road signs. CERAMIC TILE FINISHER The grouting, cleaning, and polishing of all classes of tile, whether for interior or exterior purposes, all burned, glazed or unglazed products; all composition, materials, granite tiles, warning detectable tiles, cement tiles, epoxy composite materials, pavers, glass, mosaics, fiberglass, and all substitute materials, for tile made in tile-like units; all mixtures in the like form of cement, metals, and other materials that are for and intended for use as a finished floor surface, stair treads, promenade roofs, walks, walls, ceilings, swimming pools, and all other places where tile is to form a finished inter-or or exterior. The mixing of all setting mortars including but not limited to thin-set mortars, epoxies, wall mud, and any other sand and cement mixtures or adhesives when used in the preparation., -16- installation, repair, or maintenance of tile and/or similar materials. The handling and unloading of all sand, cement, lime, tile, fixtures, equipment, adhesives, or any other materials to be used in the preparation., installation, repair, or maintenance of the and/or similar materials. Ceramic Tile Finishers shall fill all joints and voids regardless of method on all tile work, particularly and especially after installation of said tile work. Application of any and all protective coverings no all types of tile installations including, but not be limited to, all soap compounds, paper products, tapes, and all polyethylene coverings, plywood, mason.ite, cardboard, and any new type of products that may be used to protect tile installations, Blastrac equipment, and all floor scarifying equipment used in preparing floors to receive tile. The clean up and removal of all waste and materials. All demolition of existing tile floors and walls to be re-tiled. COMMUNICATIONS TECHNICIAN Low voltage installation, maintenance and removal of telecommunication facilities (voice, sound, data and video) including telephone and data inside wire, interconnect, terminal equipment, central offices, PABX, fiber optic cable and equipment, micro waves, V-SAT, bypass, CATV, WAN (wide area networks) , LAN (local area networks) , and ISDN (integrated system digital network) , pulling of wire in raceways, but not the installation of raceways. MARBLE FINISHER Loading and unloading trucks, distribution of all materials (all stone, sand, etc. ) , stocking of floors with material, performing all rigging for heavy work, the handling of all material that may be needed for the installation of such materials, building of scaffolding, polishing if needed, patching, waxing of material if damaged, pointing up, caulking, grouting and cleaning of marble, holding water on diamond or Carborundum blade or saw for setters cutting, use of tub saw or any other saw needed for preparation of material, drilling of holes for wires that anchor material set by setters, mixing up of molding plaster for installation of material, mixing up thin set for the installation of material, mixing up of sand to cement for the installation of material and such other work as may be required in helping a Marble Setter in the handling of all material in the erection or installation of interior marble, slate, travertine, art marble, serpentine, alberene stone, blue stone, granite and other stones (meaning as to stone any foreign or domestic materials as are specified and used in building interiors and exteriors and customarily known as stone in the trade) , Carrara, sanionyx, vitrol--tee and similar opaque glass and the laying of all marble tile, terrazzo tile, slate tile and precast tile, steps, risers treads, base, or any other materials that may be used as substitutes for any of the aforementioned materials and which are used on interior and exterior which are installed in a similar manner. MATERIAL TESTER I : hand coring and drilling for testing of materials; field inspection of uncured concrete and asphalt. MATERIAL TESTER II: Feld inspection of welds, structural steel, fireproofing, masonry, soil, facade, reinforcing steel, formwork, --37- cured concrete, and concrete and asphalt batch plants; adjusting proportions of bituminous mixtures. OPERATING ENGINEER - BUILDING Class 1. Asphalt Plant; Asphalt Spreader; Autograde; Backhoes with Caisson Attachment; Batch Plant; Benoto (requires Two Engineers) ; Boiler and Throttle Valve; Caisson Rigs; Central Redi-Mix Plant; Combination Back Hoe Front End-loader Machine; Compressor and Throttle Valve; Concrete Breaker (Truck Mounted) ; Concrete Conveyor; Concrete Conveyor (Truck Mounted) ; Concrete Paver Over 27E cu. ft; Concrete Paver 27E cu. ft. and Under: Concrete Placer; Concrete Placing Boom; Concrete Pump (Truck Mounted) ; Concrete Tower; Cranes, All; Cranes, Hammerhead; Cranes, (GCI and similar Type) ; Creter Crane; Spider Crane; Crusher, Stone, etc. ; Derricks, All ; Derricks, Traveling; Formless Curb and Gutter Machine; Grader, Elevating; Grouting Machines; Heavy Duty Self-Propelled Transporter or Prime Mover; Highlift Shovels or Front Endloader 2-1/4 yd. and over; Hoists, Elevators, outside type rack and pinion and similar machines; Hoists, One, Two and Three Drum; Hoists, Two Tugger One Floor; Hydraulic Backhoes; Hydraulic Boom Trucks; Hydro Vac (and similar equipment) ; Locomotives, All; Motor Patrol; Lubrication Technician; Manipulators; Pile Drivers and Skid Rig; Post Hole Digger; Pre-Stress Machine; Pump Cretes Dual Ram; Pump Cretes: Squeeze Cretes-Screw Type Pumps; Gypsum Bulker and Pump; Raised and Blind Hole Drill; Roto Mill Grinder; Scoops - Tractor Drawn; Slip-Form Paver; Straddle Buggies; Operation of Tie Back Machine; Tournapull; Tractor with Boom and Side Boom; Trenching Machines. Class 2. Boilers; Broom, All Power Propelled; Bulldozers; Concrete Mixer (Two Bag and Over) ; Conveyor, Portable; Forklift Trucks; Highlift Shovels or Front Endloaders under 2-1/4 yd. ; Hoists, Automatic; Hoists, Inside Elevators; Hoists, Sewer Dragging Machine; Hoists, Tugger Single Drum; Laser Screed; Rock Drill (Self-Propelled) ; Rock Drill (Truck Mounted) ; Rollers, Ail; Steam Generators; Tractors, All; Tractor Drawn Vibratory Roller; Winch Trucks with "A" Frame. Class 3. Air Compressor; Combination Small Equipment Operator; Generators; Heaters, Mechanical; Hoists, Inside Elevators (remodeling or renovation work) ; Hydraulic Power Units (Pile Driving, Extracting, and Drilling) ; Pumps, over 3" (1 to 3 not to exceed a total of 300 ft. ) ; Low Boys; Pumps, Well Points; Welding Machines (2 through 5) ; Winches, 4 Small Electric Drill Winches. Class 4. Bobcats and/or other Skid Steer Loaders; Oilers; and Brick Forklift. Class 5. Assistant Craft Foreman. Class 6. Gradall. Class 7 . Mechanics; Welders. OPERATING ENGINEERS - HIGHWAY CONSTRUCTION Class 1. Asphalt Plant; Asphalt Heater and Planer Combination; Asphalt -38- Heater Scarfire; Asphalt Spreader; Autograder/GOMACO or other similar type machines: ABG Paver; Backhoes with Caisson Attachment; Ballast Regulator; Belt Loader; Caisson Rigs; Car Dumper; Central Redi-Mix Plant; Combination Backhoe Front Endloader Machine, (1 cu. yd. Backhoe Bucket or over or with attachments) ; Concrete Breaker (Truck Mounted) ; Concrete Conveyor; Concrete Paver over 27E cu. ft. ; Concrete Placer; Concrete Tube Float; Cranes, all attachments; Cranes, Tower Cranes of all types: Creter Crane: Spider Crane; Crusher, Stone, etc. ; Derricks, Ali; Derrick Boats; Derricks, Traveling; Dredges; Elevators, Outside type Rack & Pinion and Similar Machines; Formless Curb and Gutter Machine; Grader, Elevating; Grader, Motor Grader, Motor Patrol, Auto Patrol, Form Grader, Pull Grader, Subgrader; Guard Rail Post Driver Truck Mounted; Hoists, One, Two and Three Drum; Heavy Duty Self-Propelled Transporter or Prime Mover; Hydraulic Backhoes; Backhoes with shear attachments up to 40' of boom reach; Lubrication Technician; Manipulators; Mucking Machine; Pile Drivers and Skid Rig; Pre-Stress Machine; Pump Cretes Dual Ram; Rock Drill - Crawler or Skid Rig; Rock Drill - Truck Mounted; Rock/Track Tamper; Roto Mill Grinder; Slip-Form Paver; Snow Melters; Soil Test Drill Rig (Truck Mounted) ; Straddle Buggies; Hydraulic Telescoping Form (Tunnel) ; Operation of Tieback Machine; Tractor Drawn. Belt Loader; Tractor Drawn Belt Loader (with attached pusher - two engineers) ; Tractor with Boom; Tractaire with Attachments; Traffic Barrier Transfer Machine; Trenching; Truck Mounted Concrete Pump with Boom; Raised or Blind Hole Drills (Tunnel Shaft) ; Underground Boring and/or Mining Machines 5 ft. in diameter and over tunnel, etc; Underground Boring and/or Mining Machines under 5 ft. in diameter; Wheel Excavator; Widener (APSCO) . Class 2. Batch Plant; Bituminous Mixer; Boiler and Throttle Valve; Bulldozers; Car Loader Trailing Conveyors; Combination Backhoe Front Endloader Machine (Less than 1 cu. yd. Backhoe Bucket or over or with attachments) ; Compressor and Throttle Valve; Compressor, Common Receiver (3) ; Concrete Breaker or Hydro Hammer; Concrete Grinding Machine; Concrete Mixer or Paver 7S Series to and including 27 cu. ft. ; Concrete Spreader; Concrete Curing Machine, Burlap Machine, Belting Machine and Sealing Machine; Concrete Wheel Saw; Conveyor Muck Cars (Haglund or Similar Type) ; Drills, All; Finishing Machine - Concrete; Hfghlift Shovels or Front Endloader; Hoist - Sewer Dragging Machine; Hydraulic Boom Trucks (All Attachments) ; Hydro-Blaster; Hydro Excavating (excluding hose work) ; Laser Screed; All Locomotives, Dinky; Off-Road Hauling Units (including articulating) Non Self-Loading Ejection Dump; Pump Cretes: Squeeze Cretes - Screw Type Pumps, Gypsum Bulker and Pump; Roller, Asphalt; Rotary Snow Plows; Rototiller, Seaman, etc. , self-propelled; Self-Propelled Compactor; Spreader - Chip - Stone, etc. ; Scraper- Single/Twin Engine/Push and Pull; Scraper - Prime Mover in 'Tandem (Regardless of Size) ; Tractors pulling attachments, Sneeps Foot, Disc, Compactor, etc. ; Tug Boats. Class 3. Boilers; Brooms, All Power Propelled; Cement Supply Tender; Compressor, Common Receiver (2) ; Concrete Mixer (Two Bag and Over) ; Conveyor, Portable; Farm-Type Tractors Used for Mowing, Seeding, etc. ; Forklift Trucks; Grouting Machine; Hoists, Automatic; Hoists, All Elevators; Hoists, Tugger Single Drum; Jeep Diggers; Low Boys; Pipe Jacking Machines; Post-Hole Digger; Power Saw, Concrete Power Driven; Pug Mills; Rollers, other than Asphalt; Seed and Straw Blower; Steam Generators; Stump Machine; Winch Trucks with "A" Frame; Work Boats; Tamper-Form-Motor Driven. -39- Class 4 . Air Compressor; Combination - Small Equipment Operator; Directional Boring Machine; Generators; Heaters, Mechanical; Hydraulic Power Unit (Pile Driving, Extracting, or Drilling) ; Light Plants, All (I through 5) ; Pumps, over 3" (1 to 3 not to exceed a total of 300 ft. ) ; Pumps, Well Points; Vacuum Trucks (excluding hose work) ; Welding Machines (2 through 5) ; Winches, 4 Small Electric Drill Winches. Class 5. SkidSteer Loader (all) ; Brick Forklifts; Oilers. Class 6. Field Mechanics and Field Welders Class 7. Dowell Machine with Air Compressor; Gradall and machines of like nature. OPERATING ENGINEER - FLOATING Diver. Diver Wet Tender, Diver Tender, ROV Pilot, ROV Tender SURVEY WORKER - Operated survey equipment including data collectors, G.P.S. and robotic instruments, as well as conventional levels and transits. TRUCK DRIVER - BUILDING, HEAVY AND HIGHWAY CONSTRUCTION Class 1. Two or three Axle Trucks. A-frame Truck when used for transportation purposes; Air Compressors and Welding Machines, including those pulled by cars, pick-up trucks and tractors; Ambulances; Batch Gate Lockers; Batch Hopperman; Car and Truck Washers; Carry-alls; Fork Lifts and Hoisters; Helpers; Mechanics Helpers and Greasers; Oil Distributors 2-man operation; Pavement Breakers; Pole Trailer, up to 40 feet; Power Mower Tractors; Self-propelled Chip Spreader; Skipman; Slurry Trucks, 2-man operation; Slurry Truck Conveyor Operation, 2 or 3 man; Teamsters; Unskilled Dumpmar_; and Truck Drivers hauling warning lights, barricades, and portable toilets on the job si=re. Class 2. Four axle trucks; Dump Crets and Adgetors under 7 yards; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnapulls or Turnatrailers when pulling other than self-loading equipment or similar equipment under 16 cubic yards; Mixer Trucks under 7 yeards; Ready-mix Plant Hopper Operator, and Winch Trucks, 2 Axles. Class 3. Five axle trucks; Dump Crets and Adgetors 7 yards and over; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnatrailers or tL'rnapulls when pulling Other than self-loading equipment or similar equipment over 16 cubic yards; Explosives and/or Fission Material Trucks; Mixer Trucks 7 yards or over; Mobile Cranes while in transit; Oil Distributors, 1-man operation; Pole Trailer, over 40 feet; Pole and Expandable Trailers hauling material over 50 feet long; Slurry rucks, 1-man operation; Winch trucks, 3 axles or more; Mechanic--Truck Weider and Truck Painter. Class 4. Six axle rucks; Dual-purpose vehicles, such as mounted crane trucks with hoist and accessories; Foreman; Master Mechanic, Self-loading equipment like P.B. and trucks with scoops on the front. -40- TERRzZZO FINISHER The handling of sand, cement, marble chips, and all other materials that may be used by the Mosaic Terrazzo Mechanic, and the mixing, grinding, grouting, cleaning and sealing of all Marble, Mosaic, and Terrazzo work, floors, base, stairs, and wainscoting by hand or machine, and in addition, assisting and aiding Marble, Masonic, and Terrazzo Mechanics. Other Classifications of Work: For definitions of classifications not otherwise set out, the Department generally has on file such definitions which are available. If a task to be performed is not subject to one of the classifications of pay set out, the Department will upon being contacted state which neighboring county has such a classification_ and provide such rate, such rate being deemed to exist by reference in this document. If no neighboring county rate app-lies to the task, the Department shall undertake a special determination_, such special determination being then deemed to have existed under this determination. If a project requires these, or any classification not listed, please contact IDOL at 217-782-1710 for wage rates or clarifications. LANDSCAPING Landscaping work falls under the existing classifications fcr laborer, operating engineer and truck driver. The work performed by landscape plantsman and landscape laborer is covered by the existing classification of laborer. The work performed by landscape operators (regardless of equipment used or its size) is covered by the classifications of operating engineer. The work performed by landscape truck drivers (regardless of size cf truck driver_) is covered by the classifications of truck driver. MATERIAL TES'T'ER & MATERIAL TESTEVINSPECTOR I AND II Notwithstanding the difference in the classification title, the classification entitled "Material Tester 1" involves the same job duties as the classification entitle0. "Material Tester inspector I . Likewise, the classification entitled "Material Tester II" involves the same job duties as the classification entitled "Matera-a- i -41- Issued in Triplicate Bond # PB00264800031 PERFOPUYLANCE BOND KNOW ALL MEN BY THESE PRESENTS: [insert contractor name and address here:] Martam Construction, Inc., 1200 Gasket Drive, Elgin, IL 60120 as Principal(hereinafter called the"Contractor") and [insert surety name and address here:] Philadelphia Indemnity Insurance Company One Bala Plaza, Suite 100, Bala Cynwyd, PA 19004 - 1403 . organized and existing under the laws of the State of (hereinafter called the "Surety") are held and firmly bound unto Village of Oak Brook. 1200 Oak Brook Road. Oak Brook. Illinois, as the obligee(hereinafter called the "Owner"), in �6Z Hundred Fifty Seven Thousand Nine the full and Just sum of [insert full contract price here:] $ Hundred Thirty Eight and 50/100($157,938.50) for the payment of which sum of money well and truly to be made. the Contractor and the Surety bind themselves and their heirs, executors, administrators, successors. and assimis, Jointly and severally, firmly by these presents; said amount to include payment of actual costs and damages and for attorneys' fees, architectural fees, design fees, engineering fees, accounting fees, testing fees, consulting fees, administrative costs, court costs. interest and any other fees and expenses resulting from or incurred by reason of the Contractor's failure to promptly and faithfully perform its contract with the Owner, said contract being more fully described below, and to include attorneys' fees. Mill costs and administrative and other expenses necessarily paid or incurred in successfully enforcing performance of the obligation of the Surety under this bond. WHEREAS. the Contractor has entered into a written agreement dated [insert contract date here:] 201 . with the Owner titled [insert contract title here:] Pedestrian Improvements Stage 4(Area G3) 22nd Street at Oakbrook Center West Entrance " (the "Contract'), the terms and conditions of which are by this reference incorporated herein as though fully set forth herein. NOW, THEREFORE. THE CONDITION OF THIS OBLIGATION IS SUCH THAT if the Contractor shall well, truly. and promptly perform all the undertakings, covenants, terms, conditions, and agreements of the Contractor under the contract. including but not limited to the Contractor's obligations under the Contract. (i 1 to provide, perform, and complete at the Work Site and in the manner specified in the Contract all necessary Work, labor. services. Transportation, equipment, materials, apparatus,machinery,tools, fuels,gas.electric, water, waste disposal, information,data, and other means and items necessary for [insert general description of the `York here:] Construction of a new pedestrian crosswalk and a sidewalk ; (2) to procure and furnish all permits, licenses, and other governmental approvals and authorizations necessary in connection therewith (erzcept as otherwise expressly provided in the Attachment — of the Contractf; (3) to procure and furnish all bonds. certificates. and policies of insurance specified in the Contract; (4)to pay all applicable federal. state, and local taxes: (5) to do all other things required of the Contractor by the Contract; and (6) to provide. perform, and complete all of the foregoing in a proper and workmanlike manner and in full compliance with. and as required by and pursuant to, the Contract. all of which is herein referred to as the "Work," whether or not any of the Work enter into and become component parts of the improvement contemplated.. then this obligation shall be null and void;otherwise it shall remain in full force and effect. The Surety. for value received, hereby stipulates and agrees that no changes, modifications, alterations; omissions, deletions. additions. extensions of time. or forbearances on the part of the Owner or the Contractor to the other in or to the terms of said Contract; in or to the schedules, plans, drawings, or specifications: in or to the method or manner of performance of the Work; in or to -42- Owner-furnished facilities. equipment, material, service, or site; or in or to the mode or manner of payment therefore shall in any way release the Contractor and the Surety or either or any of them, or any of their heirs, executors, administrators, successors, or assigns, or affect the obligations of the Surery on this bond, all notice of any and all of the foregoing chances, modifications, alterations, omissions, deletions, additions, extensions of time, or forbearances and notice of any and all defaults by the Contractor or of the Owner`s termination of the Contractor being hereby waived by the Surety. Notwithstanding anything to the contrary in the foregoing paragraph, in no event shall the obligations of the Surety under this bond in the event of the Contractors default be greater than the obligations of the Contractor under the Contract in the absence of the Contractor default. In the event of a default or defaults by the Contractor, the Owner shall have the right to take over and complete the Contract on 30 calendar days' written notice to the Surety, in which event the Surety shall pay the Owner all costs incurred by the Owner in taking over and completing the Contract. At its option, the Owner may instead request that the Surety take over and complete the Contract, in which event the Surety shall take reasonable steps to proceed promptly with completion no later than 30 calendar days after the date on which the Owner notifies the Surety that the Owner wants the Surety to take over and complete the Contract. The Owner shall have no obligation to actually incur any expense or correct any deficient performance of the Contractor to be entitled to receive the proceeds of this bond. No right of action shall accrue on this bond to or for the use of any person or corporation other than the Owner or the heirs, executors, administrators, or successors of the Owner. Signed and sealed this 27th day of June —2016. Attest/Witness: PRINCIPAL By: � ��.�'l� BY: Martam Constru tion, In Title: ��Ul� l'I� By: Attest!Vv ss:J SURETY By: _ $v: Philadelp _bja4ndemnity Insurance Company Title: J die Sellers,Witness By: arold filler,Jr.Attorney-in-Fact �- -43- State of Illinois V LL County of DuPage z I, Arlene M Filipski, Notary Public of DuPage, County, in the State of Illinois, do hereby Q certify that Harold G Miller, Jr. Attorney-in-Fact, of the Philadelphia Indemnity Insurance Company z LU 2 who is personally known to me to be the same person whose name is subscribed to the t� W foregoing instrument, appeared before me this day in person, and acknowledged that he Z signed, sealed and delivered said instrument, for and on behalf of the Philadelphia Indemnity aInsurance Company for the uses and purposes therein set forth. LU W D Given under my hand and notarial seal at my office in the City of Itasca in said County, co this 27th day of June, 2016. Notary Public Arlene M Filipski My Commission expires: 03/23/2020 OFFICIAL SEAL ARLENE M. FILIPSKI NOTARY PUBLIC, STATE OF ILLINOIS My Commission Expires Mar 23, 2020 83 PHILADELPHIA INDEMNITY INSURANCE COMPANY One Bala Plaza,Suite 100 Bala Cynwyd,PA 19004-0950 Power of Attorney KNOW ALL PERSONS BY THESE PRESENTS:That PHILADELPHIA INDEMNITY INSURANCE COMPANY(the Company),a corporation organized and existing under the laws of the Commonwealth of Pennsylvania,does hereby constitute and appoint William T.Krumm,Harold G.Miller,Jr.and Jon A.Schroeder of Arthur J. Gallagher Risk Management Services, Inc., its true and lawful Attorney-in-fact with full authority to execute on its behalf bonds, undertakings, recognizances and other contracts of indemnity and writings obligatory in the nature thereof,issued in the course of its business and to bind the Company thereby,in an amount not to exceed$25,000,000.00. This Power of Attorney is granted and is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of PHILADELPHIA INDEMNITY INSURANCE COMPANY at a meeting duly called the I'day of July,2011. RESOLVED: That the Board of Directors hereby authorizes the President or any Vice President of the Company to. (1)Appoint Attomey(s) in Fact and authorize the Attorney(s) in Fact to execute on behalf of the Company bonds and undertakings,contracts of indemnity and other writings obligatory in the nature thereof and to attach the seal of the Company thereto; and (2) to remove, at any time, any such Attomey-in-Fact and revoke the authority given. And,be it FURTHER RESOLVED: That the signatures of such officers and the seal of the Company may be affixed to any such Power of Attorney or certificate relating thereto by facsimile,and any such Power of Attorney so executed and certified by facsimile signatures and facsimile seal shall be valid and biding upon the Company in the future with the respect to any bond or undertaking to which it is attached. IN TESTIMONY WHEREOF,PHILADELPHIA INDEMNITY INSURANCE COMPANY HAS CAUSED THIS INSTRUMENT TO BE SIGNED AND ITS CORPORATE SEALTO BE AFFIXED BY ITS AUTHORIZED OFFICE THIS 1 Or"DAY OF JUNE 2013. - k�a* (Seal) " ` Robert D.O'Leary Jr.,President&CEO Philadelphia Indemnity Insurance Company On this lOv'day of June 2013,before me came the individual who executed the preceding instrument,to me personally known,and being by me duly sworn said that he is the therein described and authorized officer of the PHILADELPHIA INDEMNITY INSURANCE COMPANY;that the seal affixed to said instrument is the Corporate seal of said Company;that the said Corporate Seal and his signature were duly affixed. c�1nt 1N F PENNsnvANtA Nwp.M Seat (` Kh b"A KeweK Notary Rib[ Lower NMa1 TwP� '�r M canmtartW expaw oec.18,2014 neEV p�envua�a�ocwnaaOFroarnx;s Notary Public: residing at: Bala Cynwyd PA (Notary Seal) My commission expires: December 18 2016 I,Edward Sayago,Corporate Secretary of PHILADELPHIA INDEMNITY INSURANCE COMPANY,do herby certify that the foregoing resolution of the Board of Directors and this Power of Attorney issued pursuant thereto on this 10'F'day of June 2013 true and correct and are still in full force and effect.I do further certify that Robert D.O'Leary Jr.,who executed the Power of Attorney as President,was on the date of execution of the attached Power of Attorney the duly elected President of PHILADELPHIA INDEMNITY INSURANCE COMPANY, In Testimony Whereof I have subscribed my name and affixed the facsimile seal of each Company this b ay of s, —z-- =' Edward Sayago,Corporate Secretary PHILADELPHIA INDEMNITY INSURANCE COMPANY APPE_NDLX 3 Issued in Triplicate Bond#PB00264800031 LABOR A_ND MATERIALS PAYIVIEN T BOND KNOW ALL MEN BY THESE PRESENTS: [insert contractor name and address here:] Martam Construction,Inc., 1200 Gasket Drive,Elgin,IL 60120 as Principal (hereinafter called the"Contractor')and [insert surety name and address here:] Philadelphia Indemnity Insurance Company one Sala Dives Suite 100 Bala Cynwyd.PA 19004-1403 organized and existing under the laws of the State of (hereinafter called the "Surety") are held and firmly bound unto Village of Oak Brook, 1300 Oak Brook Road, Oak Brook Illinois. as the obligee(hereinafter called the "Owner'),for the use and benefit of itself and of claimants as hereinafter defined (the "Claimants") in the full and One Hundred Fifty Seven Thousand Nine just sum of[insert full contract price here:] $E dyad Thi h Fight^nd 50/100($157 938.501 to be paid to the Owner or the Claimants or the Owner's or the Claimants assigns, to which payment well and truly to be made the Contractor and the Surety bind themselves and their heirs, executors, administrators, successors, and assimis, jointly and severally, firmly by these presents, said amount to include attorney's fees. court costs. and administrative and other expenses necessarily paid or incurred in successfully enforcing performance of the obligation of the Surety under this bond. VvHEREAS, the Contractor has entered into a written agreement dated [insert contract date here:] 301_,with the Owner titled [insert contract title here:] Pedestrian Improvements Stage 4(Area 133),22nd Street at Oakbrook Center West Entrance " (tile Contract'"), the terms and conditions of which are by this reference incorporated herein as though fully set forth herein. NOW. THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH THAT if the Contractor shall promptly pay or cause to be paid all sums of money that may be due to any Claimant with respect to the Contractor's obligations under the Contract: (1)to provide, perform, and complete at the Work Site and in the manner specified in the Contract all necessary Work. labor, services. transportation, equipment, materials, apparatus, machinery. tools, fuels, gas, electric, water, waste disposal. information, data and other means and items necessary for [insert general description of the Work here:] Construction of a new pedestrian crosswalk and a sidewalk {?) to procure and furnish all permits, licenses. and other governmental approvals and authorizations necessary in connection therewith [except as otherwise expressly provided in Attachment A to the Contract]; (3)to procure and furnish all Bonds and all certificates and policies of insurance specified in the Contract; (4) to pay all applicable federal, state, and local taxes; (15) to do all other things required of the Contractor by the Contract: and (6) to provide, perform, and complete all of the foregoing in a proper and workmanlike manner and in full compliance with, and as required by or pursuant to, the Contract; all of which is herein referred to as the "Work." whether or not any of said Work enter into and become component parts of the improvement contemplated, then this obligation shall be null and void: otherwise it shall remain in full force and effect. For purpose of this bond. a Claimant is defined as one having a direct contract with the Contractor or with a subcontractor of the Contractor to provide, perform, or complete any part of the Work. The Contractor and the Surety hereby jointly and severally agree that every Claimant that has not had all just claims for the furnishing of any part of the Work paid in full, including without limitation all claims for amounts due for materials, lubricants, oil, gasoline, rentals of or service or repairs on machinery, equipment,and tools consumed or used in connection with the furnishing of any APPENDIX 3 part of the Work may sue on this bond for the use of that Claimant, may prosecute the suit to final judgment for such sum or sums as may be justly due that Claimant, and may have execution therein; provided, however. that the Owner shall not be Iiable for the payment of any costs or expenses of any such suit. The provisions of 30 11 CS 55011 and 3 of the Illinois Compiled Statutes shall be deemed inserted herein, including the time limits within which notices of claim must be filed and actions brought under this bond. The Contractor and the Surety hereby jointly agree that the Owner may sue on this bond if the Owner is held liable to, or voluntarily agrees to pay, any Claimant directly, but nothing in this bond shall create any duty on the pan of the Owner to pay any Claimant. The Surety, for value received, hereby stipulates and agrees that no changes, modifications. alterations, omissions, deletions, additions, extensions of time, or forbearances on the part of the Owner or the Contractor to the other in or to the terms of the Contract: in or to the schedules. plans, drawings, or specifications; in or to the method or manner of performance of the Work; in or to Owner-furnished facilities, equipment, material, service, or site; or in or to the mode or manner of payment therefor shall in any way release the Contractor and the Surety or either or any of them, or any of their heirs, executors, administrators. successor, or assigns, or affect the obligations of the Surety on this bond, all notice of any and all of the foregoing changes, modifications, alterations, omissions, deletions, additions, extensions of time, or forbearances and notice of any and all defaults by the Contractor or of the Owner's termination of the Contractor being hereby waived by the Surety. Signed and sealed this 27th day of June 3016 . Attest/Witness: 'n CONTRACTOR By: �ftrjm ���VIC� By: Martam Construction, Inc. Title:Cotroo By: AttesvV s: SURETY Bv: By: Philad Indernnjty,Insurance Company Title: o ie Sellers,Witness $y; Harold G Miller,Jr.Attorney-in-Fact 43640504^ vl State of Illinois U < County of DuPage U. z I, Arlene M Filipski, Notary Public of DuPage, County, in the State of Illinois, do hereby a certify that Harold G Miller, Jr. Attorney-in-Fact, of the Philadelphia Indemnity Insurance Company z w 2 who is personally known to me to be the same person whose name is subscribed to the C� W foregoing instrument, appeared before me this day in person, and acknowledged that he Z signed, sealed and delivered said instrument, for and on behalf of the Philadelphia Indemnity aInsurance Company for the uses and purposes therein set forth. w D Given under my hand and notarial seal at my office in the City of Itasca in said County, U) this 27th day of June, 2016. Notary Public Arlene M Filipski My Commission expires: 03/23/2020 01t iCIAL SEAL ARLENE M. FILIPSKI NOTARY PUBLIC, STATE OF ILLINOIS My Commission Expires Mar 23, 2020 84 PHILADELPHIA INDEMNITY INSURANCE COMPANY One Bala Plaza,Suite 100 Bala Cynwyd,PA 19004-0950 Power of Attorney KNOW ALL PERSONS BY THESE PRESENTS:That PHILADELPHIA INDEMNITY INSURANCE COMPANY(the Company),a corporation organized and existing under the laws of the Commonwealth of Pennsylvania,does hereby constitute and appoint William T.Krumm,Harold G.Miller,Jr.and Jon A.Schroeder of Arthur J. Gallagher Risk Management Services, Inc., its true and lawful Attorney-in-fact with full authority to execute on its behalf bonds, undertakings, recognizances and other contracts of indemnity and writings obligatory in the nature thereof,issued in the course of its business and to bind the Company thereby,in an amount not to exceed$25,000,000.00. This Power of Attorney is granted and is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of PHILADELPHIA INDEMNITY INSURANCE COMPANY at a meeting duly called the I'day of July,2011. RESOLVED: That the Board of Directors hereby authorizes the President or any Vice President of the Company to: (1)Appoint Attorney(s) in Fact and authorize the Attorney(s) in Fact to execute on behalf of the Company bonds and undertakings,contracts of indemnity and other writings obligatory in the nature thereof and to attach the seal of the Company thereto; and (2) to remove, at any time, any such Attorney-in-Fact and revoke the authority given. And,be it FURTHER RESOLVED: That the signatures of such officers and the seal of the Company may be affixed to any such Power of Attorney or certificate relating thereto by facsimile,and any such Power of Attorney so executed and certified by facsimile signatures and facsimile seal shall be valid and biding upon the Company in the future with the respect to any bond or undertaking to which it is attached. IN TESTIMONY WHEREOF,PHILADELPHIA INDEMNITY INSURANCE COMPANY HAS CAUSED THIS INSTRUMENT TO BE SIGNED AND ITS CORPORATE SEALTO BE AFFIXED BY ITS AUTHORIZED OFFICE THIS 10"'DAY OF JUNE 2013. Qjw• cam:' (Seal) Robert D.O'Leary Jr.,President&CEO Philadelphia Indemnity Insurance Company On this 10 s day of June 2013,before me came the individual who executed the preceding instrument,to me personally known,and being by me duly sworn said that he is the therein described and authorized officer of the PHILADELPHIA INDEMNITY INSURANCE COMPANY;that the seal affixed to said instrument is the Corporate seal of said Company;that the said Corporate Seal and his signature were duly affixed. 0M14O P PENNSYLVANIA My nWP. Seat �\ ,/} „ KimOefY A.Kewe%K NoWy Pubk ,/7,)'g-�}�,-}4/{C�.\��-j" ia+uer Pleibn TYry.nmago➢aetY* Y C.Ommisstan eop 0K.18,2016 MEMBER,Ma-- Notary Public: residing at: Bala Cyn-wyd PA (Notary Seal) My commission expires: December 18 2016 I,Edward Sayago,Corporate Secretary of PHILADELPHIA INDEMNITY INSURANCE COMPANY,do herby certify that the foregoing resolution of the Board of Directors and this Power of Attorney issued pursuant thereto on this IOTH day of June 2013 true and correct and are still in full force and effect.I do further certify that Robert D.O'Leary Jr.,who executed the Power of Attorney as President,was on the date of execution of the attached Power of Attorney the duly elected President of PHILADELPHIA INDEMNITY INSURANCE COMPANY, —Td /�, In Testimony Whereof I have subscribed my name and affixed the facsimile seal of each Company this ay of V4/�/� _ !V Edward Sayago,Corporate Secretary r PHILADELPHIA INDEMNITY INSURANCE COMPANY