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Home My WebLink About008-R-20 Authorizing the Interim City Manager to Sign a Construction Engineer Agreement for Federal Participation with the Illinois Department of Transpiration and Christopher Burke Engineering for the Howard Street Corridor Project12/27/2019 8-R-20 A RESOLUTION Authorizing the Interim City Manager to Sign a Construction Engineering Agreement for Federal Participation with the Illinois Department of Transportation and Christopher Burke Engineering for the Howard Street Corridor Project WHEREAS, the City of Evanston seeks utilize federal Surface Transportation Program grant funds to improve Howard Street between Sacramento Avenue and Winchester Avenue/Callan Avenue that lies within its boundaries with roadway resurfacing, curb and gutter removal and replacement, traffic signal improvements, and streetscape improvements including lighting, pavers, and landscaping, said improvement to be identified as IDOT State Section Number: 17- 00281-00-RS, State Job Number: C-91-188-18, and Project Number: CJ5G(950) hereinafter referred to as the "Project"; and WHEREAS, the State of Illinois and the City of Evanston wish to avail themselves of federal money committed to fund the Project and the City Council of the City of Evanston hereby determines it is in the best interests of the City to enter into the Construction Engineering Agreement with IDOT & Christopher Burke Engineering; and WHEREAS, a portion of Howard Street is in Chicago and the City of Chicago also would like to improve Howard Street as described above as well, attached is an construction engineering agreement to avail the Surface Transportation Funds set forth Chicago's participation to fund the Construction Engineering in part; and WHEREAS, the State of Illinois, City of Chicago, and the City of Evanston are all desirous of said Project because it will have immediate benefit to the residents of the area and permanent in nature, NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF EVANSTON, COOK COUNTY, ILLINOIS: SECTION 1: The Interim City Manager is hereby authorized to sign and the City Clerk is hereby authorized to attest to the Construction Engineering Services Agreement to fund the Project, attached hereto as Exhibit A and incorporated herein by reference. SECTION 2: The Interim City Manager is hereby authorized and directed to negotiate any additional conditions of the Construction Engineering Services Agreement as she may determine to be in the best interests of the City. SECTION 3: That this Resolution 8-R-20 shall be in full force and effect from and after its passage and approval in the manner provided by law. Attest: C \ Devon Reid, City Clerk Adopted: January 13 , 2020 .Lok w�- Stephen H. Hagerty, Mayor Approved as to form: Kelley A. Gandurski, Corporation Counsel -2- EXHIBIT A Construction Engineering Services Agreement For Federal Participation -3- Local Public Agency Consultant City of Evanston L 111nois Department Christopher B. Burke Engineering, Ltd. 0 of Transportation C County C Q Address Cook A N 9575 W. Higgins Road, Suite 600 Section L S City 17-00281-00-RS U Rosemont Project No. A Construction Engineering L State CJSG (950) G Services Agreement T IL Job No. For Zip Code C-91-188-18 E Federal Participation A 60018 Contact Name/Phone/E-mail Address N N Contact Name/Phone/E-mail Address Sat Nagar, PE / Senior Project Mgr. C T Kevin Wilson, PE 847.866.2967 / snagar@cityofevanston.org Y 847.823.0500 / kwilson@cbbel.com THIS AGREEMENT is made and entered into this day of between the above Local Public Agency (LPA) and Consultant (ENGINEER) and covers certain professional engineering services in connection with the PROJECT described herein. Federal -aid funds allotted to the LPA by the state of Illinois under the general supervision of the Illinois Department of Transportation (STATE) will be used entirely or in part to finance engineering services as described under AGREEMENT PROVISIONS. WHEREVER IN THIS AGREEMENT or attached exhibits the following terms are used, they shall be interpreted to mean: Regional Engineer Deputy Director Division of Highways, Regional Engineer, Department of Transportation Resident Construction Supervisor Authorized representative of the LPA in immediate charge of the engineering details of the PROJECT In Responsible Charge A full time LPA employee authorized to administer inherently governmental PROJECT activities Contractor Company or Companies to which the construction contract was awarded Project Description Name Howard Street Route FAU 1334 Length 7,000 FT Structure No. N/A Termini Dodge Ave/California Ave to Custer Ave/Darren Ave Description: The work consists of HMA resurfacing, combination curb and gutter, sidewalk, water main replacement, roadway lighting and modernization of traffic signals, as well as all incidental and collateral work necessary to complete the project. Agreement Provisions I. THE ENGINEER AGREES, To perform or be responsible for the performance of the engineering services for the LPA, in connection with the PROJECT hereinbefore described and checked below: ® a. Proportion concrete according to applicable STATE Bureau of Materials and Physical Research (BMPR) Quality Control/Quality Assurance (QC/QA) training documents or contract requirements and obtain samples and perform testing as noted below. ® b. Proportion hot mix asphalt according to applicable STATE BMPR QC/QA training documents and obtain samples and perform testing as noted below. ❑ c. For soils, to obtain samples and perform testing as noted below. ❑ d. For aggregates, to obtain samples and perform testing as noted below. NOTE: For 1 a. through 1 d. the ENGINEER is to obtain samples for testing according to the STATE BMPR "Project Procedures Guide", or as indicated in the specifications, or as attached herein by the LPA; test according to the STATE BMPR "Manual of Test Procedures for Materials", submit STATE BMPR inspection reports; and verify compliance with contract specifications. Page 1 of 9 BLR 05611 (Rev. 11/09/17) Printed on 11/25/2019 1:23:13 PM ❑ e. Inspection of all materials when inspection is not provided at the sources by the STATE BMPR, and submit inspection reports to the LPA and the STATE in accordance with the STATE BMPR "Project Procedures Guide" and the policies of the STATE. ® f. For Quality Assurance services, provide personnel who have completed the appropriate STATE BMPR QC/QA trained technician classes. ® g. Inspect, document and inform the LPA employee In Responsible Charge of the adequacy of the establishment and maintenance of the traffic control. ❑ h. Geometric control including all construction staking and construction layouts. ® L Quality control of the construction work in progress and the enforcement of the contract provisions in accordance with the STATE Construction Manual. ® j. Measurement and computation of pay items. ® k. Maintain a daily record of the contractor's activities throughout construction including sufficient information to permit verification of the nature and cost of changes in plans and authorized extra work. ® I. Preparation and submission to the LPA by the required form and number of copies, all partial and final payment estimates, change orders, records, documentation and reports required by the LPA and the STATE. ® m. Revision of contract drawings to reflect as built conditions. ® n. Act as resident construction supervisor and coordinate with the LPA employee In Responsible Charge. 2. Engineering services shall include all equipment, instruments, supplies, transportation and personnel required to perform the duties of the ENGINEER in connection with the AGREEMENT. 3. To furnish the services as required herein within twenty-four hours of notification by the LPA employee In Responsible Charge. 4. To attend meetings and visit the site of the work at any reasonable time when requested to do so by representatives of the LPA or STATE. 5. That none of the services to be furnished by the ENGINEER shall be sublet, assigned or transferred to any other party or parties without the written consent of the LPA. The consent to sublet, assign or otherwise transfer any portion of the services to be furnished by the ENGINEER shall not be construed to relieve the ENGINEER of any responsibility for the fulfillment of this AGREEMENT. 6. The ENGINEER shall submit invoices, based on the ENGINEER's progress reports, to the LPA employee In Responsible Charge, no more than once a month for partial payment on account for the ENGINEER's work completed to date. Such invoices shall represent the value, to the LPA of the partially completed work, based on the sum of the actual costs incurred, plus a percentage 7. (equal to the percentage of the construction engineering completed) of the fixed fee for the fully completed work. That the ENGINEER is qualified technically and is entirely conversant with the design standards and policies applicable to improvement of the SECTION; and that the ENGINEER has sufficient properly trained, organized and experienced personnel to 8. perform the services enumerated herein. That the ENGINEER shall be responsible for the accuracy of the ENGINEER's work and correction of any errors, omissions or ambiguities due to the ENGINEER'S negligence which may occur either during prosecution or after acceptance by the LPA. Should any damage to persons or property result from the ENGINEER's error, omission or negligent act, the ENGINEER shall indemnify the LPA, the STATE and their employees from all accrued claims or liability and assume all restitution and repair costs arising from such negligence. The ENGINEER shall give immediate attention to any remedial changes so there will be minimal delay to the contractor and prepare such data as necessary to effectuate corrections, in consultation with and without further compensation from the LPA. 9. 10. That the ENGINEER will comply with applicable federal statutes, state of Illinois statutes, and local laws or ordinances of the LPA. The undersigned certifies neither the ENGINEER nor I have: a) employed or retained for commission, percentage, brokerage, contingent fee or other considerations, any firm or person (other than a bona fide employee working solely for me or the above ENGINEER) to solicit or secure this AGREEMENT; b) agreed, as an express or implied condition for obtaining this AGREEMENT, to employ or retain the services of any firm or person in connection with carrying out the AGREEMENT or Page 2 of 9 BLR 05611 (Rev. 11/09/17) Printed on 11/25/2019 1:23:13 PM c) paid, or agreed to pay any firm, organization or person (other than a bona fide employee working solely for me or the above ENGINEER) any fee, contribution, donation or consideration of any kind for, or in connection with, procuring or carrying out the AGREEMENT. d) are not presently debarred; suspended, proposed for debarment, declared ineligible or voluntarily excluded from covered transactions by any Federal department or agency; e) have not within a three-year period preceding the AGREEMENT been convicted of or had a civil judgment rendered against them for commission of fraud or criminal offense in connection with obtaining, attempting to obtain or performing a public (Federal, State or local) transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements or receiving stolen property; f) are not presently indicted for or otherwise criminally or civilly charged by a government entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph (e) of this certification; and g) have not within a three-year period preceding this AGREEMENT had one or more public transactions (Federal, State or local) terminated for cause or default. 11. To pay its subconsultants for satisfactory performance no later than 30 days from receipt of each payment from the LPA. 12. To submit all invoices to the LPA within one year of the completion of the work called for in this AGREEMENT or any subsequent Amendment or Supplement. 13. To submit BLR 05613, Engineering Payment Report, to the STATE upon completion of the work called for in the AGREEMENT. 14. To be prequalified with the STATE in Construction Inspection when the ENGINEER or the ENGINEER's assigned staff is named as resident construction supervisor. The onsite resident construction supervisor shall have a valid Documentation of Contract Quantities certification. 15. Will provide, as required, project inspectors that have a valid Documentation of Contract Quantities certification. II. THE LPA AGREES, 1. To furnish a full time LPA employee to be In Responsible Charge authorized to administer inherently governmental PROJECT activities. 2. To furnish the necessary plans and specifications. 3. To notify the ENGINEER at least 24 hours in advance of the need for personnel or services. 4. To pay the ENGINEER as compensation for all services rendered in accordance with this AGREEMENT, on the basis of the following compensation formulas: Cost Plus Fixed Fee Formulas ❑ FF = 14.5%[DL + R(DL) + OH(DL) + IHDC], or ® FF = 14.5%[(2.3 + R)DL + IHDC] Where: DL = Direct Labor IHDC = In House Direct Costs OH = Consultant Firm's Actual Overhead Factor R = Complexity Factor FF=Fixed Fee SBO = Services by Others Total Compensation = DL +IHDC+OH+FF+SBO Specific Rate ❑ (Pay per element) Lump Sum ❑ 5. To pay the ENGINEER using one of the following methods as required by 49 CFR part 26 and 605 ILCS 5/5-409: Page 3 of 9 BLR 05611 (Rev. 11/09/17) Printed on 11/25/2019 1:23:13 PM ❑ With Retainage a) For the first 50% of completed work, and upon receipt of monthly invoices from the ENGINEER and the approval thereof by the LPA, monthly payments for the work performed shall be due and payable to the ENGINEER, such payments to be equal to 90% of the value of the partially completed work minus all previous partial payments made to the ENGINEER. b) After 50% of the work is completed, and upon receipt of monthly invoices from the ENGINEER and the approval thereof by the LPA, monthly payments covering work performed shall be due and payable to the ENGINEER, such payments to be equal to 95% of the value of the partially completed work minus all previous partial payments made to the ENGINEER. c) Final Payment — Upon approval of the work by the LPA but not later than 60 days after the work is completed and reports have been made and accepted by the LPA and the STATE, a sum of money equal to the basic fee as determined in this AGREEMENT less the total of the amounts of partial payments previously paid to the ENGINEER shall be due and payable to the ENGINEER. ® Without Retainage a) For progressive payments — Upon receipt of monthly invoices from the ENGINEER and the approval thereof by the LPA, monthly payments for the work performed shall be due and payable to the ENGINEER, such payments to be equal to the value of the partially completed work minus all previous partial payments made to the ENGINEER. b) Final Payment — Upon approval of the work by the LPA but not later than 60 days after the work is completed and reports have been made and accepted by the LPA and STATE, a sum of money equal to the basic fee as determined in this AGREEMENT less the total of the amounts of partial payments previously paid to the ENGINEER shall be due and payable to the ENGINEER. The recipient shall not discriminate on the basis on the basis of race, color, national origin or sex in the award and performance of any DOT -assisted contract or in the administration of its DBE program or the requirements of 49 CFR part 26. The recipient shall take all necessary and reasonable steps under 49 CFR part 26 to ensure nondiscrimination in the award and administration of DOT - assisted contracts. The recipient's DBE program, as required by 49 CFR part 26 and as approved by DOT, is incorporated by reference in this agreement. Implementation of this program is a legal obligation and failure to carry out its terms shall be treated as violation of this agreement. Upon notification to the recipient of its failure to carry out its approved program, the Department may impose sanctions as provided for under part 26 and may, in appropriate cases, refer the matter for enforcement under 18 U.S.C. 1001 and/or the Program Fraud Civil Remedies Act of 1986 (31 U.S.C. 3801 et seq.). 7. To submit approved form BC 775 (Exhibit C) and BC 776 (Exhibit D) with this AGREEMENT. 8. To certify by execution of this AGREEMENT that the selection of the ENGINEER was performed in accordance with the Local Government Professional Services Selection Act 50 ILCS 510, the Brooks Act 40USC 11, and Procurement, Management, and Administration of Engineering and Design related Services (23 CFR part 172). Exhibit C is required to be completed with this agreement. III. It is Mutually Agreed, 1. That the ENGINEER and the ENGINEER's subcontractors will maintain all books, documents, papers, accounting records and other evidence pertaining to cost incurred and to make such materials available at their respective offices at all reasonable times during the AGREEMENT period and for three years from the date of final payment under this AGREEMENT, for inspection by the STATE, Federal Highway Administration or any authorized representatives of the federal government and copies thereof shall be furnished if requested. 2. That all services are to be furnished as required by construction progress and as determined by the LPA employee In Responsible Charge. The ENGINEER shall complete all services specified herein within a time considered reasonable to the LPA, after the CONTRACTOR has completed the construction contract. 3. That all field notes, test records and reports shall be turned over to and become the property of the LPA and that during the performance of the engineering services herein provided for, the ENGINEER shall be responsible for any loss or damage to the documents herein enumerated while they are in the ENGINEER's possession and any such loss or damage shall be restored at the ENGINEER's expense. 4. That this AGREEMENT may be terminated by the LPA upon written notice to the ENGINEER, at the ENGINEER's last known address, with the understanding that should the AGREEMENT be terminated by the LPA, the ENGINEER shall be paid for any services completed and any services partially completed. The percentage of the total services which have been rendered by the ENGINEER shall be mutually agreed by the parties hereto. The fixed fee stipulated in numbered paragraph 4d of Section II shall be multiplied by this percentage and added to the ENGINEER's actual costs to obtain the earned value of work performed. All field notes, test records and reports completed or partially completed at the time of termination shall become the property of, and be delivered to, the LPA. 5. That any differences between the ENGINEER and the LPA concerning the interpretation of the provisions of this AGREEMENT shall be referred to a committee of disinterested parties consisting of one member appointed by the ENGINEER, one member appointed by the LPA, and a third member appointed by the two other members for disposition and that the committee's decision shall be final. Page 4 of 9 BLR 05611 (Rev. 11/09/17) Printed on 11/25/2019 1:23:13 PM That in the event the engineering and inspection services to be furnished and performed by the LPA (including personnel furnished by the ENGINEER) shall, in the opinion of the STATE be incompetent or inadequate, the STATE shall have the right to supplement the engineering and inspection force or to replace the engineers or inspectors employed on such work at the expense of the LPA. That the ENGINEER has not been retained or compensated to provide design and construction review services relating to the contractor's safety precautions, except as provided in numbered paragraph 1f of Section I. 8. This certification is required by the Drug Free Workplace Act (301LCS 580). The Drug Free Workplace Act requires that no grantee or contractor shall receive a grant or be considered for the purpose of being awarded a contract for the procurement of any property or service from the State unless that grantee or contractor will provide a drug free workplace. False certification or violation of the certification may result in sanctions including, but not limited to, suspension of contract or grant payments, termination of a contract or grant and debarment of contracting or grant opportunities with the State for at least one (1) year but no more than five (5) years. For the purpose of this certification, "grantee" or "contractor' means a corporation, partnership or other entity with twenty-five (25) or more employees at the time of issuing the grant, or a department, division or other unit thereof, directly responsible for the specific performance under a contract or grant of $5,000 or more from the State, as defined in the Act. The contractor/grantee certifies and agrees that it will provide a drug free workplace by: (a) Publishing a statement: (1) Notifying employees that the unlawful manufacture, distribution, dispensing, possession or use of a controlled substance, including cannabis, is prohibited in the grantee's or contractor's workplace. (2) Specifying the actions that will be taken against employees for violations of such prohibition. (3) Notifying the employee that, as a condition of employment on such contract or grant, the employee will: (A) abide by the terms of the statement; and (B) notify the employer of any criminal drug statute conviction for a violation occurring in the workplace no later than five (5) days after such conviction. (b) Establishing a drug free awareness program to inform employees about: (1) the dangers of drug abuse in the workplace; (2) the grantee's or contractor's policy of maintaining a drug free workplace; (3) any available drug counseling, rehabilitation and employee assistance program; and (4) the penalties that may be imposed upon an employee for drug violations. (c) Providing a copy of the statement required by subparagraph (a) to each employee engaged in the performance of the contract or grant and to post the statement in a prominent place in the workplace. (d) Notifying the contracting or granting agency within ten (10) days after receiving notice under part (B) of paragraph (3) of subsection (a) above from an employee or otherwise receiving actual notice of such conviction. (e) Imposing a sanction on, or requiring the satisfactory participation in a drug abuse assistance or rehabilitation program by, any employee who is convicted, as required by section S of the Drug Free Workplace Act. (f) Assisting employees in selecting a course of action in the event drug counseling, treatment and rehabilitation is required and indicating that a trained referral team is in place. (g) Making a good faith effort to continue to maintain a drug free workplace through implementation of the Drug Free Workplace Act. The ENGINEER or subconsultant shall not discriminate on the basis of race, color, national origin or sex in the performance of this AGREEMENT. The ENGINEER shall carry out applicable requirements of 49 CFR part 26 in the administration of DOT -assisted contracts. Failure by the ENGINEER to carry out these requirements is a material breach of this AGREEMENT, which may result in the termination this AGREEMENT or such other remedy as the LPA deems appropriate. 10. When the ENGINEER is requested to complete work outside the scope of the original AGREEMENT, a supplemental AGREEMENT will be required. Supplements will also be required for the addition or removal of subconsultants, direct costs, the use of previously unspecified staff, and other material changes to the original AGREEMENT. Page 5 of 9 BLR 05611 (Rev. 11/09/17) Printed on 11/25/2019 1:23:13 PM I Prime Consultant: Christopher B. Burke Engineering, Ltd. Sub -Consultants: Material Service Testing Executed by the LPA: ATTEST: By: Clerk (SEAL) Executed by the ENGINEER: By: Title: Notary Public Agreement Summary TIN Number 36-3468939 TIN Number 27-1261603 I I I Sub -Consultant Total: Prime Consultant Total: Total for all Work: By: Title: Agreement Amount $978,825.64 Agreement Amount $21,167.25 (Municipality/Tewnship/Gounty) $21,167.25 $978,825.64 $999,992.89 Christopher B. Burke Engineering, Ltd. By: Christopher B. Burke, PhD, PE, D.WRE, Dist. M. ASCE Title: President Page 6 of 9 Printed on 11/25/2019 1:23:13 PM BLR 05611 (Rev. 11/09/17) Illinois Department of Transportation Prime Consultant Name Christopher B. Burke Engineering, Ltd. Address 9575 W. Higgins Road, Suite 600 Rosemont, IL 6018 Telephone 847.823.0500 TIN Number 36-3468939 Project Information Local Agency City of Evanston Section Number 17-00281-00-RS Project Number CJSG (950) Job Number C-91-188-18 Engineering Payment Report (Submit with Final Invoice) This form is to verify the amount paid to the Sub -consultant on the above captioned contract. Under penalty of law for perjury or falsification, the undersigned certifies that work was executed by the Sub -consultant for the amount listed below. Sub -Consultant Name TIN Number Actual Payment from Prime Material Service Testing 27-1261603 Sub -Consultant Total: Prime Consultant Total: Total for all Work Completed: Signature and title of Prime Consultant Date Note: The Department of Transportation is requesting disclosure of information that is necessary to accomplish the statutory purpose as outlined under state and federal law. Disclosure of this information is REQUIRED and shall be deemed as concurring with the payment amount specified above. For information about IDOTs collection and use of confidential information review the department's Identitv Protection Policv. Page 8 of 9 BLR 05611 (Rev. 11/09/17) Printed on 11/25/2019 1:23:13 PM Exhibit C Federal Qualification Based Selection (QBS) Checklist Local Public Agency Citv of Evanston Section Number 17-00281-00-RS Project Number CJSG (950) Job Number C-91-188-18 The LPA must complete Exhibit C, if federal funds are used for this engineering agreement and the value will exceed $25,000. The LPA must follow federal small purchase procedures, if federal funds are used and the engineering agreement has a value less than $25,000. ❑ Form Not Applicable (engineering services less than $25,000) 1. Do the written QBS policies and procedures discuss the initial administration (procurement, management, and administration) concerning engineering and design related consultant services? ® Yes ❑ No 2. Do the written QBS policies and procedures follow the requirements as outlined in Section 5-5 and specifically Section 5-5.06(e) of the BLRS Manual? ® Yes ❑ No If no, IDOT's approval date: 3. Was the scope of services for this project clearly defined? ® Yes ❑ No 4. Was public notice given for this project? ® Yes ❑ No Due date of submittal: 1/18/2017 Method(s) used for advertisement and dates of advertisement: Citv of Evanston Website (Posted 12/08/2016) 5. Do the written QBS policies and procedures cover conflicts of interest? ® Yes ❑ No 6. Do the written QBS policies and procedures use covered methods of verification for suspension and debarment? ® Yes ❑ No 7. Do the written QBS policies and procedures discuss the method of evaluation? ® Yes ❑ No Criteria for this project Weighting Criteria for this project Weighting Qualifications and Expertise % Willingness to Execute the Citv % Organization and Completeness % of Evanston's Prof. Ser. Aaree N/A% of Proposal N/A % M/W/EBE Participation % 8. Do the written QBS policies and procedures discuss the method of selection? ® Yes ❑ No Selection committee (titles) for this project: Citv Staff Recommendation plus Council Approval Top three consultants selected for this project in order: 1) Christopher B. Burke Enqineerinq, Ltd. 2) Parsons 3) Stanlev Consultants If less than 3 responses were received, [DOT's approval date: _ 9. Was an estimated cost of engineering for this project developed in-house prior to contract negotiation? ® Yes ❑ No 10. Were negotiations for this project performed in accordance with federal requirements? ® Yes ❑ No 11. Were acceptable costs for this project verified? ® Yes ❑ No ❑ LPA will rely on IDOT review and approval of costs. 12. Do the written QBS policies and procedures cover review and approving for payment, before forwarding the request' for reimbursement to [DOT for further review and approval? ® Yes ❑ No 13. Do the written QBS policies and procedures cover ongoing and finalizing administration of the project (monitoring, evaluation, closing -out a contract, record retention, responsibility, remedies to violations or breaches to a contract, and resolution of disputes)? ® Yes ❑ No Page 9 of 9 BLR 05611 (Rev. 11/09/17) Printed on 11/25/2019 1:23:13 PM FIRM NAME Christopher B. Burke Engineering, Ltd. PRIME/SUPPLEMENT CONTRACT TERM START DATE RAISE DATE PAYROLL ESCALATION TABLE FIXED RAISES 3 MONTHS 1/1/2017 1 /1 /2018 ESCALATION PER YEAR DATE 11/25/19 PTB NO. OVERHEAD RATE COMPLEXITY FACTOR % OF RAISE 1 1 /1 /2017 - 3/31 /20171 I ( I 3 3 100.00% = 1.0000 The total escalation for this project would be: 0.00% DBE DROP BOX FIRM Local Agency Section Project Job No: ITEM Preconstruction Services Shop Drawing Review Construction Observation Construction Documentation Materials QA Testing Project Close -Out Record Drawings ISubconsultant DL TOTALS COST PLUS FIXED FEE COST ESTIMATE OF CONSULTANT SERVICES Christopher B. Burke Engineering, Ltd. Evanston 17-00281-00-RS CJ5G (950) C-91-188-18 MANHOURS PAYROLL (A) (B) 125 6,501.20 200 10,052.00 4415 229,685.80 1575 83,012.50 0 0.00 330 17,107.10 80 4,020.80 I I 67251 350,379.401 OVERHEAD RATE COMPLEXITY FAC' Cost PI OVERHEAD IN-HOUSE & DIRECT FIXE FRINGE BENF COSTS FEI (C) (D) (E 8,440.51 2,000.00 2,4: 13,050.51 3,3 298,201.07 47,517.15 83A 107,775.13 27,6; 0.00 22,210.15 5,71 5,220.20 1,3, 454,897.58 I_ 49,517.151 124,0: RE\ AVERAGE HOURLY PROJECT RATES RM Christopher B. Burke Engineering, Ltd. )cal Agency Evanston action 17-00281-00-RS DATE 11/25/19 -oject CJ5G (950) )b No: C-91-188-18 SHEET 1 OF PAYROLL AVG TOTAL PROJECT RATES Preconstruction Services Shop Drawing Review Construction Observation Construction Documental: Materk HOURLY Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours CLASSIFICATION RATES Part. Avg Part. Avg Part. Avg Part. Avg Part. Avg RINCIPAL 60.00 0 VGINEER VI 70.00 0 VGINEER V 65.52 750 11.15% 7.31 5 4.00% 2.62 540 12.23% 8.01 200 12.70% 8.32 VGINEER IV 53.82 3645 54.20% 29.17 80 64.00% 34.44 100 50.00% 26.91 2400 54.36% 29.26 800 50.79% 27.34 VGINEER III 46.70 2055 30.56% 14.27 40 32.00% 14.94 100 50.00% 23.35 1200 27.18% 12.69 575 36.51% 17.05 VGINEER I/II 33.08 275 4.09% 1.35 275 6.23% 2.06 JRVEY V 60.00 0 JRVEY IV 60.00 0 JRVEY III 57.75 0 JRVEY II* 43.30 0 JRVEY I* 34.50 0 VGINEERING TECHN 60.00 0 VGINEERING TECHN 48.25 0 VGINEERING TECHN 51.44 0 VGINEERING TECHN 20.67 0 4D MANAGER 59.92 0 3ST. CAD MANAGER 51.33 0 AD II * 46.92 0 IS SPECIALIST III 49.00 0 IS SPECIALIST 1/11* 32.00 0 \NDSCAPE ARCHITE 55.50 0 WRONMENTAL RE, 60.00 0 VVIRONMENTAL REZE 53.13 0 WRONMENTAL RE 40.67 0 VVIRONMENTAL RElc 31.13 0 WRONMENTAL RElc 38.50 0 DMINISTRATIVE* 36.28 0 VGINEERING INTERP 16.00 0 TOTALS 6725 100% $52.10 125 100.00% $52.01 200 100% $50.26 4415 100% $52.02 1575 100% $52.71 0 AVERAGE HOURLY PROJECT RATES REV 12/0, IRM Christopher B. Burke Engineering, Ltd. )cal Agency Evanston DATE 11/25/19 action 17-00281-00-RS •oject CJ5G (950) )b No: C-91-188-18 SHEET 2 OF `, PAYROLL AVG Project Close -Out Record Drawings HOURLY Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours °) :LASSIFICATION RATES Part. Avg Part. Avg Part. Avg Part. Avg Part. Avg Pa RINCIPAL 60.00 gGINEER VI 70.00 VGINEER V 65.52 5 1.52% 0.99 VGINEER IV 53.82 225 68.18% 36.70 40 50.00% 26.91 VGINEER III 46.70 100 30.30% 14.15 40 50.00% 23.35 VGINEER 1/11 33.08 JRVEY V 60.00 JRVEY IV 60.00 JRVEY III 57.75 JRVEY II* 43.30 JRVEY I* 34.50 VGINEERING TEC 60.00 VGINEERING TEO 48.25 VGINEERING TEq 51.44 VGINEERING TEq 20.67 4D MANAGER 1 59.92 3ST. CAD MANAO 51.33 4D II * 1 46.92 IS SPECIALIST III 1 49.00 IS SPECIALIST 1/I1] 32.00 kNDSCAPE ARCHI 55.50 WRONMENTAL 60.00 VVIRONMENTAL 53.13 WRONMENTAL f1 40.67 WRONMENTAL 31.13 WRONMENTAL 38.50 DMINISTRATIVE* 36.28 VGINEERING INTq 16.00 TOTALS 1 330 100% 1$51.84 80 100% $50.26 0 0% $0.00 0 0% $0.00 0 0% $0.00 0 0' DF-824-039 REV 12/04 FIRM NAME PRIME/SUPPLEMENT CLASSIFICATION PAYROLL RATES Christopher B. Burke Engineering, L• DATE ESCALATION FACTOR 0.00% CURRENT RATE CALCULATED RATE PRINCIPAL $60.00 $60.00 ENGINEER VI $70.00 $70.00 ENGINEER V $65.52 $65.52 ENGINEER IV $53.82 $53.82 ENGINEER III $46.70 $46.70 ENGINEER 1/11 $33.08 $33.08 SURVEY V $60.00 $60.00 SURVEY IV $60.00 $60.00 SURVEY III $57.75 $57.75 SURVEY II* $43.30 $43.30 SURVEY I* $34.50 $34.50 ENGINEERING TECHNICIAN' $60.00 $60.00 ENGINEERING TECHNICIAN 1 $48.25 $48.25 ENGINEERING TECHNICIAN 1 $51.44 $51.44 ENGINEERING TECHNICIAN 1 $20.67 $20.67 CAD MANAGER $59.92 $59.92 ASST. CAD MANAGER $51.33 $51.33 CAD II * $46.92 $46.92 GIS SPECIALIST III $49.00 $49.00 GIS SPECIALIST 1/11* $32.00 $32.00 LANDSCAPE ARCHITECT $55.50 $55.50 ENVIRONMENTAL RESOURC $60.00 $60.00 ENVIRONMENTAL RESOURC $53.13 $53.13 ENVIRONMENTAL RESOURC $40.67 $40.67 ENVIRONMENTAL RESOURC $31.13 $31.13 ENVIRONMENTAL RESOURC $38.50 $38.50 ADMINISTRATIVE* $36.28 $36.28 ENGINEERING INTERN $16.00 $16.00 11 /25/19 PREPARED BY THE AGREEMENTS UNlbTnted 11/25/2019 12:17 PM Subconsultants FIRM NAME Christopher B. Burke Engineering, Ltd. DATE 11/25/19 PRIME/SUPPLEMENT NAME Direct Labor Total Contribution to Prime Consultant Material Service Testing 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total 0.00 0.00 Illinois Department of Transportation COMPANY NAME: Christopher B. Burke Engineering, Ltd. PTB NUMBER: TODAY'S DATE: 11 /21 /2019 Per Diem (per GOVERNOR'S TRAVEL CONTROL BOARD) Lodging (per GOVERNOR'S TRAVEL CONTROL BOARD) Lodging Taxes and Fees (per GOVERNOR'S TRAVEL CONTROL BOARD) Air Fare Vehicle Mileage (per GOVERNOR'S TRAVEL CONTROLBOARD) Vehicle Owned or Leased Vehicle Rental Tolls Parking Overtime Shift Differential Overnight Delivery/Postage/Courier Service Copies of Deliverables/Mylars (In-house) Copies of De live ra bles/Myla rs (Outside) Project Specific Insurance Monuments (Permanent) Photo Processing 2-Way Radio (Survey or Phase III Only) Telephone Usage (Traffic System Monitoring Only) CADD 1UTAM9WffV_ Advertisements Up to state rate maximum Actual cost (Up to state rate maximum) Actual cost Coach rate, actual cost, requires minimum two % with prior IDOT approval Up to state rate maximum $32.50/half day (4 hours or less) or $65/full day Actual cost (Up to $55/day) Actual cost Actual cost Premium portion (Submit supporting documental Actual cost (Based on firm's policy) Actual cost (Submit supporting documentation) Actual cost (Submit supporting documentation) Actual cost (Submit supporting documentation) Actual cost Actual cost Actual cost Actual cost Actual cost Actual cost (Max $15/hour) Actual cost (Submit supporting documentation) Actual cost (Submit supporting documentation) Public Meeting Facility Rental Actual cost (Submit supporting documentation) From: Constant Contact Billing To: Julie Cahill Subject: Constant Contact Payment Receipt for Julie Cahill Date: Wednesday, October 23, 2019 1:30:42 AM Thank you for your recent payment. Your payment receipt is found below. Constant Contact 0 Christopher B. Burke Engineering, Ltd. Attn.: Julie Cahill 9575 W. Higgins Road Suite 600 Rosemont, IL 60018 us 8478230500 Payment Receipt for October 23, 2019 Today's Date: October 23, 2019 Payment Date: October 23, 2019 Payment Method: American Express User Name: jcahill@.cbbel.com Thank you for your payment! Description = w Amount.Paid Payment - Credit Card $47.81 Amounts shown may reflect sales tax which is applicable in certain areas. Note you can continue to view payment receipts online. Log into your Constant Contact account, click the W Account link in the upper right hand corner of the Home page, and choose the View Payment Receipts option. You may also use the Opt In/Out of Payment Receipt E-Mails link on the My Account page to opt out of receiving payment receipt emails in the future. We appreciate your business. Best Regards, Constant Contact Billing 1601 Trapelo Road, Suite 329 - Waltham, MA 02451 Questions? Please give us a cal!! US / Canada Toll Free: (855) 229-5506 UK Toll Free: 0808-234-0942 Outside US / Canada: 0808-234-0945 Need to cancel your account? Just give us a call! US / Canada Toll Free: 855-229-5506 UK Toll Free: 0808-234-0945 Outside US / Canada: +1 781-472-8120 Please do not reply to this email, as the reply address does not go to a monitored mailbox. If you have additional questions, please visit our Help Center at tt : /www.constantgntact.com/bgt. A $30 credit for you —and a friend As a Constant Contact customer, you can refer a friend and receive a $30 1 credit —for you and your friend. Here's how our Refer a Friend program I works: For every friend that you refer who becomes a paying Constant Contact I customer, your Constant Contact account will be awarded a $30 credit. 0 Plus, the person you referred will receive a $30 account credit upon paying for their first month of service. It's a win -win for you —and your friend! Refer a Friend todav! t And if you haven't yet checked out Constant Contact Community, don't wait another minute! Community empowers small organizations to gain i maximum impact from their marketing activities by offering a place for conversation, connection and collaboration with others like them to learn, :share and grow their business. Check it out todav! � The Burke Group 9676 W. Higgins Rd. Rosemont, IL 60018 February 27, 2017 Code Description Price Per " t111"8 5x11 IP'd'Cgiurlaser".cgpies,LFiery''s: y` . <1, Z1517';ffCofoi�s`ep s; F(ey,s :. $ ; 44t10° pei:s�de '51.mkuIgstar'1...";; Klt.w" w,w+,s 155 Operator required-procesing charge $ 25.00 quarter hr 157 Color scan toIFdf $ 1.40 soft L 4. « BcS BNV impfesSio s$ ., :: - - '�f'^" r'.i"` :.. g ' �:1� 0'..w` 29e:► 40OW 8.5xt 1 B/W impressions (Walk Up) $ 0.07 page 403 8.5x11 Color paper stock $ 0.10 sheet 404 8.5x11 Card Stock $ 0.12 sheet 405 8.5x11 Sticky Back $ 1.00 sheet 409 Clear mil mylar cover $ 0.50 sheet B+5X41Nr1o•"ziicli7o.,�;,scaii '1sid"e' � u,,� � 1' MO OC, kOrlilG t5�i� ,,,� ,� .� � , . i� .s•,,' ^0�075�%,S{ye' . t'•.,4� ��%-e '1�ression, 1 U' :\y+'!,',+s+ V" '+}`r,j^u.ti ,:'XQ^'^i.Q2' �,'k$fj2FE t�.. image - 417W 11x17 B/W impression(Walk Up) $ 0.09 page 418 11A7 Card Stock $ 0.19 sheet 419 11A7 Colored paper $ 0.16 sheet 420 1/4 Plastic comb binding $ 1.40 each 421 3/8 Plastic comb binding $ 1.60 each 422 1/2 Plastic comb binding $ 2.40 each 423 5/8 Plastic comb binding $ 2.50 each 424 3/4 Plastic comb binding $ 2,75 each 425 7/8 Plastic comb binding $ 2.90 each 426 1" Plastic comb binding $ 3.05 each 427 1-1/8" Plastic comb binding $ 3.55 each 428 1-1/4" Plastic comb binding $ 3.85 each 429 1-1/2 Plastic comb binding $ 4.00 each 430 1-3/4 Plastic comb binding $ 4.50 each 431 2" Plastic comb binding $ 4.70 each 438 Stapling $ 0.05 set 444-1 Plasficjackets $ 1.25 each 444 Misc. Charges $ 1.25 each 455 Imaging on tabs $ 0.15 impression 456 Tab card stock $ 0.75 sheet 470 Handwork $ 45.00 hour 472 Fan folding 11A7 to 8.5x11 $ 0.03 sheet 473Inserting $ 0.04 sheet 474 Drilling-Standard_2 or 3 holes $ 2.50 500 sheets sma!'" 13fo }( tR;*dloi `s'dan', s� z .; ,- 'r+JSG:,Xit+F' 580 Mounting on 3/16 foamcore 73 overtime 777777 Paper per case or package 8.5x11, 8.5xl4, 11 A 7 e €ligitafbdn�;�`prini5fpl'oisr'�; .'„�r't^y.y •, x• 822 Scan to file 850 Large document vellum prints 872 Folding 870 Handwork 885 Mylar reproduction 910 Mylar prints/plots 924 Bum a CD 925 File conversion processing 950 Vellum Plots $ 3.45 sqft $ 50.00 hour Subject to change ',zr.. r61'K9 A,-'`Sarift t1 $ 2.00 sheet $ 0.40 sqft $ 0.05 sqft $• 45.00 hour $ 1.75 sqft 12.00 0.75 1.25 sqft each sheet sqft NEW CODE PAYROLL ESCALATION TABLE FIXED RAISES COST PLUS FIXED FEE FIRM NAME Material Service Testing, Inc. DATE 11/21/19 PRIME/SUPPLEMENT Prime PTB NO. CONTRACT TERM 18 MONTHS OVERHEAD RATE 160.39% START DATE 3/1/2020 COMPLEXITY FACTOR 0 RAISE DATE 3/1/2021 % OF RAISE 3.00% ESCALATION PER YEAR 1 3/1/2020 - 3/1/20211 1 3/2/2021 - 9/1/2021 I 12 6 18 18 66.67% 34.33% 1.0100 The total escalation for this project would be: 1.00% BDE 360 Page 1 of 5 PREPARED BY THE CONSULTANT . Template (Rev. 01/12/17) FIRM NAME PRIME/SUPPLEMENT PSB NO. CLASSIFICATION Level III Technician PAYROLL RATES Material Service Testing DATE Prime ESCALATION FACTOR CURRENT RATE $44.35 1.00% CALCULATED RATE $44.79 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 11/21/19 BIDE 3608 Template Page 2 of 5 PREPARED BY THE CONSULTANT . (Rev. 01 /12/17) Subconsultants FIRM NAME Material Service Testing, Inc. PRIME/SUPPLEMENT Prime PSB NO. Total NAME Direct Labor Total Contribution to Prime Consultant M 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 M DATE 11/21/19 BDE Page 3 of 5 PREPARED BY THE CONSULTANT (Rev. Template ev.01/12/17) COST PLUS FIXED FEE COST ESTIMATE OF CONSULTANT SERVICES FIRM Material Service Testing, Inc. PSB OVERHEAD RATE PRIME/SUPPLEMENT Prime COMPLEXITY FACTOR DBE OVERHEAD IN-HOUSE DROP ITEM MANHOURS PAYROLL & DIRECT FIXED BOX FRINGE BENF COSTS FEE (A) (B) (C) (D) (E) DBE Materials Testing 110 4,927.29 7,902.87 6,514.00 1,823.10 I I ISubconsultant DL I` TOTALS 110 4,927.29 7,902.871 6,514.00 I I I I I I I 0.001 1,823.101 DATE 11/21/19 1.6039 0 Outside SERVICES % OF Direct BY DBE TOTAL GRAND Costs OTHERS TOTAL TOTAL (F) (G) (H) (B-G) 21,167.25 21,167.25 100.00% I I I I I I I I I I 1 0.00 0.00% 0.001 0.001 21,167.25 21,167.25 100.00% DBE 100.00% Page 4 of 5 Printed 11/21/2019 8:42 AM PREPARED BY THE CONSULTANT BDE 3608 Template (Rev. 01/12/17) FIRM Material Service Testing, Inc. PSB PRIME/SUPPLEMENT Prime PAYROLL AVG TOTAL PROJECT RATES HOURLY Hours CLASSIFICATION RATES Level III Technician 44.79 110 0 I 0 I 0 0 0 0 0 0 0 I 0 I 0 I 0 I 0 I 0 I 0 I I 0 I 0 I 0 I 0 I 0 I 0 I 0 I 0 I 0 I 0 I I 0 TOTALS I 1 110 AVERAGE HOURLY PROJECT RATES DATE 11/21/19 SHEET 1 OF 5 Materials Testing % Wgtd Hours % Wgtd Hours % I Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Part. Avg Part. Avg Part. Avg Part. Avg Part. Avg Part. Avg 100.00% 44.79 110 100.00% 44.79 100% I I I I I I I I I I $44.79 110 1100.00% I $44.79 0 0% 1 $0.00 0 1 0% 1 $0.00 0 0% $0.00 0 1 0% 1 $0.00 Page 5 of 5 BDE 3608 Template Printed 11/21/2019 8:42 AM PREPARED BY THE CONSULTANT (Rev. 01/12/17) QA TESTING TASKS AND DESCRIPTIONS, Evanston -Howard Street Corridor Improvement Project - Phase M Conduct a test 150-min I passing-TSR using molds and SUPerpavc gym HMA , T-283' AQ compaction using current EDOT procedure. May require more than one TSR if antisuip is required. (Includes tiagrezate, severation, batchiniz, blending, mixing) Superpave biturnmous mix design verification: Grom -T 209 A: Goan; Gmb; two ignition oven tests with washed gradation; reflux extraction; Grub -T 166 and asphalt content and gradation correction factor determination from ignition and Ign -T308 reflux. Verification conducted from premixed, pre -made samples ready for testing. HMA Ext -T 164 135100 Includes TSR on provided specuriens prepared at required an void content. TSR -T 283 Gradation -T 27 Superpave bituminous mix design verification (for l,190 and l 4: Gana, Gmb,; two ignition oven tests with washed gradation; reflux extraction; Gram �T 26 Grub -T 166 and asphalt content and gradation correction factor determination from ignition and Ign,- T 368 3 reflux; reflux extraction of one Gerion test sample, reflex extraction of one Gmb test HMA Ext - T lii4 1881.00 sample. Verification conducted from premixed samples ready for testing, Includes TSR on provided specimens prepared at required air void content. TSR - T 283 Gradation -T 27 Gradation -T 27 4 Single point asphalt mix design: Includes aggregate separation, washed gradations, HMA Mixing -TP 4 Gnan -T 150000 blending, mixing, Goan, Grob, and analysis 1 209 Grub -T 166 Superpave bituminous mix design including Hamburg Wheel: Grrun-T209,T384 Ai Go=; Grub; two ignition oven tests with washed gradation; reflux extraction; Gmb -T 166 5 and asphalt content and gradation correction factor determination from ignition and I Ign - T 308 reflux. Verification confrom premixed. pre -made samples ready for testmg. mg. HMA Ext -T 16 1 4 1 691.00 Includes TSR onprovided specimens prepared at required air void content. TSR= T 283 . Gradation -T 27 Superpave bituminous warm mix design(Chemical Only) AASHTO M323,AASHTO T209-05-Illinois Modified 4/l/08, AASHTO 166-07-111inois 6 Modified 4/l/10, AASTHOT308-09- Illinois Modified 411110, AASHTO T164-94- T109 T166 T308 Illinois Modified 4/l/10, AASHTO T283-02-Illinois Modified 4/l/09,AASHTO HMA T_16�, T28�, T30 7250.00 T30-93, Illinois Modified- II/l/96 Includes Hamburg Wheel. Superpave RMA mix design . AASHTO T209.05-111mois Modified 411/08, AASHTO, 166-077minois Modified 4/1/10, AASTHOT308-09- Illinois Modified z 7 411i10, AASHTO T164-94- Illinois Modified 411110, AASHTO T293-02-Illinois HMA T20,6,TI66,T308, 6500.00 Modified 411/09,AASHTO T30-93, Illinois Modified- 11/1196. :ncludes Hamburg T164,T283,T30 Wheel. Superpave bituminous warm mix design(Chemical Only) AASHTO M323,AASHTO T209-05-Illinois Modified 4/1/08, AASHTC 166-07-Illinois 8 Modified 411/10, AASTHOT308-09- Illinois Modified 4/1/1C, AASHTO T164 T209 T1661T3081 94- Illinois Modified 4/1/10, AASHTO T283-02-Illinois Modified HMA T164',T283,T30 2500000 411/09,AASHTO T30-93, Illinois Modified- 11/1/96. Includes Hamburg Wheel. FOAM METHOD 9 IDramdown test, —additional requirement for SMA and SMI, mix design RMA I T 305 I 151 A0 "or' 10 and reflux Verification conducted from premixed samples ready for testing. I HMA I T M 659.00 Rflux extraction wing a plantorotherwise premixed sample including wash gmdofion&s,�littinguneede&RAI�&:HMA HMA T I. & T27 268.00 12 �Rvflux extraction using a plant or otherwise premixed sample, including wash gradation & splitting as needed. RAS HMA T164,T30 600.00 a,*(Gamnior using aplant orotherwisqpnin T 209 % 219.06 sample, including splitting as noeded(2 tests, averaged as one value), 14 Mixture bulk specific gravity (Gmb or "d*') using a plant or otherwise premixed sample, miluding splitting as needed (2 tests averaged as one value). HMA T 166 I 200.00 1 5 on oven "text, at, Pepe -�r: -1 premixedsarrijile:including splitting " ' needed o"s HMA T 309 '128.00 16 Ignition oven test, reporting asphalt content and washed gradation using a plant or otherwise premixed sample, including splitting as needed. T 308 & T 27 180.00 I JNucicar asphalt content 4; Conduct itaticlear asphalt content ii�st L;lng plant or T287 ' mpremixed as-aoai-�Ie, , including 4 IMA 254.00 is TSR verification using a plant or otherwise premixed sample. HMA T 283 55700 (Mix Analysis k Tii_ bmm;Garb, aiul�mflmxcxttiefea phis TSR completed on T209,T)66, 1171.00 II the same plant arotherwisc prcmJx6d iamples' 20 Core density testing, per core T 166 I 67.00 I ,FlowI & Stabs ity 6 specimens , � HMA T 245 Modified 0.00 000 000 000 000 0.00 0.00 0.0 0.00 0.00 1608.00 00. 1314.00 1200.00 000 000 .00 0 OM 0.00 0.00 71 Hamburg Wheel Testing on Pavement Cores includes prep and trimming the specimens (20,000 cycles Co, 50C) HMA T 324 1475.00 23 Hamburg Wheel Testing on Loose HMA by SGC (20,000 cycles G 50C) HMA T 324 1250.00 24 Hamburg Wheel Testing on Pavement Cores includes prep and trimming the specimens (10.000 eveles rru 50C1 HMA T 324 1475.00 25 Hamburg Wheel T.f n2g on Loose HMA by SCC (10,000 cycles Q SOC) . ' ,HMA T 324 - a` 1250.00 26 IHamburg Wheel on prepared sample AASHTO T324-I11inois Modified T324 75000 27 RAP - Loss of Abrasion using Micro-Devai (on Extracted Material) _ HMA . _ T 327 _ .,- 431.00 - 28 RAP Aggregate Bulk Dry Specific Gravity (Gsb) HMA I 20700 29 Warm Mu Asphalt (WMA) Mix Design using a Foamer (four point design HMA ' M 323 & T 283 N/A 30 Average rate for HMA Level I Technician (per hour) HMA I 147.00 31 Average rate for HMA Level 11 Technician (per hour) I HMA I 163.00 32 �Average rate for HMA Level III Technician (per hour) I HMA I 173.00 33 (Average rate for Density Technician (per hour) ( HMA 137.00 SHTO D7313 standard for the DCT - On prepared specimens DeliverLab 34 Ito I HMA ( I 400.00 C, standard for the OCT -For HMA plant samples delivered 35 I�kASHTto lab Dedtsp mend I HMA 750.00 36 IConcrete breaks: Cylinder (wet curing) using neoprene pads 6x 12 I PCC I I 26.00 (pSTM C39) 37 Concrete breaks: Cylinder (wet curing) using neoprene pads 4x8 PCC I I 26.00 38 Concrete breaks: Cylinder (dry curing) using neoprene pads 6x 12 I PCC I I 2400 39 Concrete breaks: Cylinder (dry curing) using neoprene pads 4x8 I PCC I I 24'00 (pSTM C39) 40 Concrete breaks Cylinder (sulfur capped) 6x 12 I PCC I ASTM 617 & 1231 I 48.00 41 IConcrete breaks: Cylinder (sulfur capped) 4x8 I PCC I I 48.00 42 IConcrete breaks: Beams center point loading (with curing) I PCC I T 177 I 44.00 43 IConcrete breaks: Beams 1/3 point loading (with curing) I PCC I (ASTM C78) I 54,00 I44 IConcrete core cutting and sample preparation I PCC I I 17000 45 I Concrete Level I Technician with Equipment (per hour) ( PCC I I 147A0 46 IConcrete Level 11 Technician with Equipment (per hour) I PCC I I 163.00 47 I Washed gradation including splitting as needed I AGO I T 27 ( 133.00 48 (Fine particle size classification -gradation and hydrometer analysis I AGG I T88 I 170.00 49 Coarse aggregate specific gravity test, reporting Gsb, Gsa; Gsb (SSD) and (absorption (Submerged Method) I AGG I T 85 I 205.00 50 I Fine aggregate specific gravity test, reporting Gsb, Gsa, Gsb (SSD) and absorption (Submerged Method) I AGG I T 84 I 25900 51 I Aggregate specific gravity verification - Fine aggregate (Submerged Method] I AGG ( T84 =I 200.00 52 IAggregate specific gravity verification- Coarse aggregate (Submerged Method) I AGG I T 85 I 229.00 53 Aggregate voids - Fine Aggregate AGG I ( 250.00 54 Aggregate voids - Coarse aggregate AGG I 250.00 55 Aggregate specific gravity verification - reclaimed asphalt pavement (RAP- - Manual of Test Vacuum Method) - - I AGO dures 208.00 Appeenndi B 1 56 IAggregate specific gravity verification -recycled asphalt shingles (RAS - Vacuum T 209 Method) average of two tests I AGG I (Modified) I 21900 57 I _ Slag counts (Ignition test plus count) I AGG ( -,- I , 229.00 58 IAggregate proctors (complete) MOD I AGG I T 180 I 250.00 59 IFine Aggregate Angularity (FAA) ' AGG I sI 161.00 60 IFlat and Elongated I AGG I I 150.00 AST. D6926 and 7426 Resistance of Coarse/Fine Aggregate to .I 61 Degradation by abrasion in Micro-Deval apparatus - I AGG I ' 380.00 62 IAggregate Technician 5 day (per hour) I AGG I I 158.00 63 (Standard Pro caor I SOIL' I T99 ) 175.00 64 (Liquid & Plastic Limit I SOIL I T 89 & T 90 I 155.00 65 I Hydrometer Analysis(AASHTO T88) I SOIL, I T88 206.00 66 I Soils Technician (S-33 Certified) I SO(L I I 15800 0.00 000 0.00 0.00 0.00 0.00 0.00 000 0.00 0.00 0.00 0.00 0.00 1352.00 0.00 000 0.00 0.00 0.00 0.00 0.00 000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 000 000 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 67 Laboratory Technician (per hour) MOT Laboratory (Level ll) MISC 158.00 - 0.00 68 Source Inspector (per hour) (Non -union) MISC 176.00 0.00 69 Sample pick-up (Per trout) 0.00 70 Core cutting: traffic control only MISC Actual Cost (requires 2-3 quotes) 71 Core tutting: mobilization to job site MISC Actual Cost (requires 2-3 quotes) , 72 Core cutting: wring for density, per core under 12" depth MISC 170.00 0.00 73 Core cutting: coring for density, per core over 12" depth MISC 198.00 0.00 74 Core sawing: concrete & bituminous MISC 76.00 000 Polarized Light Microscopy (PLM)-Test method to identify asbestos following: 75 EPA 600(R-93t116. Laboratories shall be accredited through the National Institute MISC 39.00 0.00 of Standards and Technology(NISTI. 76 Project Manager MISC 176.00 0.00 77 Mileage (-per MOT policy) MISC 'p to State Rate Maximum II 0.00 78 Vehicle Cost (daily) MISC 65.00 I 0.00 79 Average rate for Overtime (per hour) MISC 1.5 times hourly mte II 0.00 1 80 Average rate for Overtime Holidays and Sundays (oer hour) MISC 2.0 times hourly rate 1 0.00 81 [Average Night Ditlerenhal, addmonal cast for labor outside standard working hour, r tin,,.\ MISC 1.15 times hourly rate 000 82 I Per Diem MISC Negotiated 83 IAcoomodations MISC Negotiated II 84 I PGE Gradation Test - Washed or Dry AGG 347.00 I 0.00 1 85 [Organic Content By Wet Combustion SOIL 92.00 II 000 1 86 [Concrete Core Specimen - preparation and compression tests -per core PCC 75.00 II 0.00 1 87 [Compressive Strength ofLighlweiaht Insulating Concrete -per cylinder PCC 48.00 II 000 1 88 1 Shoterete Panel Coring - 6 cores net panel PCC 300.00 II 0.00 I 89 1Compressive Strength of Shoterete Panel Cores -per core PCC 73.00 0.00 1 90 1 Nuclear Density Gauge - Per Day MISC 95.00 11 000 1 91 1 Determination of Applied Prime HMA 158.00 11 0.00 1 I Total II 5474.00 uFor Expedited Services (48 hour or less turnaround) there is a 500_ upcharg. to Standare Rates. Illinois Department Direct Costs Check Sheet of Transportation COMPANY NAME: Material Service Testing, Inc. PTB NUMBER: TODAY'S DATE: 11/20/2019 Per Diem (per GOVERNOR'S TRAVEL CONTROL BOARD) Lodging (per GOVERNOR'S TRAVEL CONTROL BOARD) Lodging Taxes and Fees (per GOVERNOR'S TRAVEL CONTROL BOARD) Air Fare Vehicle Mileage (per GOVERNOR'S TRAVEL CONTROL BOARD) Vehicle Owned or Leased Vehicle Rental Tolls Parking Overtime Shift Differential Overnight Delivery/Postage/Courier Service Copies of Deliverables/Mylars (In-house) Copies of Deliverables/Mylars (Outside) Project Specific Insurance Monuments (Permanent) Photo Processing 2-Way Radio (Survey or Phase III Only) Telephone Usage (Traffic System Monitoring Only) ALLOWABLE UTILIZE TOTAL W.O. ONLY J.S. ONLY RATE . . 000 $0.00 Actual cost (Up to state rate maximum) Actual cost Coach rate, actual cost, requires minimum two weeks' notice, with prior IDOT approval Up to state rate maximum $32.50/half day (4 hours or less) or $65/full day Actual cost (Up to $55/day) Actual cost Actual cost Premium portion (Submit supporting documentation) Actual cost (Based on firm's policy) Actual cost (Submit supporting documentation) Actual cost (Submit supporting documentation) Actual cost (Submit supporting documentation) Actual cost Actual cost Actual cost Actual cost Actual cost $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.000 $0.00 16 $65.00 $1,040.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00, $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 CADD Actual cost (Max $15/hour) $0.00 $0.00 Web Site Actual cost (Submit supporting documentation) $0.00 $0.00 Advertisements Actual cost (Submit supporting documentation) $0.00 $0.00 Public Meeting Facility Rental Actual cost (Submit supporting documentation) $0.00 $0.00 Public Meeting Exhibits/Renderings & Equipment Actual cost (Submit supporting documentation) $0.00 $0.00 Recording Fees Actual cost $0.00 $0.00 Transcriptions (specific to project) Actual cost $0.00 $0.00 Courthouse Fees Actual cost $0.00 $0.00 Storm Sewer Cleaning and Televising Actual cost (Requires 2-3 quotes with IDOT approval) $0.00 $0.00 Traffic Control and Protection Actual cost (Requires 2-3 quotes with IDOT approval) $0.00 $0.00 Aerial Photography and Mapping Actual cost (Requires 2-3 quotes with IDOT approval) $0.00 $0.00 Utility Exploratory Trenching Actual cost (Requires 2-3 quotes with IDOT approval) $0.00 $0.00 Testing of Soil Samples" Actual cost $0.00 $0.00 Lab Services' Actual cost (Provide breakdown of each cost) 1 $5,474.00 $5,474.00 Equipment and/or Specialized Equipment Rental" Actual cost (Requires 2-3 quotes with IDOT approval) $0.00 $0.00 $0.00 $0.00 - $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 r $0.00 $0.00 _ $0.00 $0.00 $0.00 $0.00 $0.00 $0.00' $0.00 $0.00 $0.00 $0.00 O 0 'If other allowable costs are needed and not listed, please add in the above spaces provided. LEGEND W.O. = Work Order J.S. = Job Specific PRINTED 11/21/2019 BDE 436(Rev. 02/02/17) CHRISTOPHER B. BURKE ENGINEERING, LTD. 9575 West Higgins Road Suite 600 Rosemont, Illinois 60018 TEL (847) 823-0500 FAX (847) 823-0520 December 2, 2019 City of Evanston 2100 Ridge Avenue Evanston, IL 60201-2798 Attention: Sat Nagar, Senior Project Manager Subject: Howard Street, Phase III Engineering Services Dear Sat: t' Christopher B. Burke Engineering, Ltd. (CBBEL) Is pleased to submit this proposal to provide construction engineering services for the Howard Street Improvements Project. The limits of the project are Howard Street from 1-14fery Avenue, to Callan Street. The project will be constructed in three distinct Phases over 2� construction seasons (2020 and 2021) and is currently scheduled for a',January 2020 letting. Below is our Understanding of the..Assignment, "proposed Scope of Services and Estimate of Fee. UNDERSTANDING OF THE ASSIGNMENT The CBBEL construction staff and our subconsultants, including Material Service Testing, Inc., will diligently represent the City of Evanston on a day to day basis. Our goal is to handle all issues directly on site so that the only feedback the City receives is compliments on a successful project. This project will require a very proactive approach given that several businesses and residents along the corridor will be impacted by the proposed construction improvements. The project will also require experience with the installation of utilities, traffic control, erosion control, PCC pavement and flatwork, traffic signals, landscaping and pavement markings. The CBBEL team has experience with this scope of work and will ensure that the contractor meets the intent of the contract plans and specifications. CBBEL will hold a pre -construction field meeting with all utility agencies to establish the appropriate contacts to resolve any conflicts and coordinate adjustments in a timely manner. CBBEL will coordinate with the City to verify that all existing water valves are in good operating condition to ensure a proper shutdown of the water main so that all who are affected are properly notified. Our proposed team is versed with IDOT documentation and procedures. Much of our staff is certified with IDOT for Documentation of Contract Quantities. CBBEL believes in administering the project close-out from set-up through the end of the project in order to minimize the duration for final close-out after substantial completion. SCOPE OF SERVICES;r Task 1 — Pre -Construction Services: • Attend a pre -construction conference with the contractor, City, -and other parties. • Attend any public information meetings with the contractor, City, and other parties. Obtain from the contractor a list of proposed suppliers and subcontractors. Make recommendations to the City regarding the suitability of the subcontractors for the proposed work. • Review the construction schedule submitted by the contractor for compliance with the contract. • Review the plans for constructability and, potential conflicts. Complete preliminary design and layout of ADA corners at. areas.,where existing grades may make it difficult to build the sidewalk according to IDOT standards. Task 2 — Construction Observation: Construction Observation A. Observe the progress and quality of the executed work. Determine if the work is proceeding in accordance with the Contract Documents. CBBEL shall keep the City informed of the progress of the work, guard the City against defects and deficiencies in the work, and advise the City of all observed deficiencies of the work and disapprove or reject all work failing to conform to the Contract Documents. B. Provide extensive on -site observations of the work in progress and field checks of materials and equipment through a Resident Engineer and Inspectors (as necessary), who shall: Serve as the City's liaison with the contractor working principally through the contractor's field superintendent. Be present whenever the contractor is performing work on -site, associated with the project. Attend all construction conferences. Arrange a schedule of progress meetings and other job conferences as required. Maintain and circulate copies of records of the meetings. MLM N'1EVANSTON1190121 V\dtviinlPhase III ProposaAHoward Street Phase III Services Scope of Work docx Review contractor's progress on a bi-weekly basis and update the progress schedule. Compare actual progress to the contractor's approved schedule. If the project falls 14 calendar days behind schedule, work with the contractor to determine the appropriate course of action to get back on schedule. The contractor is required to submit a revised schedule for approval prior to further payments being made. • Maiptain orderly files of correspondence, reports of job conferences, shop drawings and other submissions, reproductions or original contract documents including all addenda, change orders and additional drawings issued subsequent to the award of the contract. iX • Record names, addresses and telephone' numbers of all contractors, subcontractors, and major material suppliers.,: C. Determine if the project has been completed in accordance with the contract documents and if the contractor has fulfilled all obligations. D. Except upon written instruction of the City, the Resident Engineer or'inspector shad not authorize any deviation from the Contract Documents. E. Alert the Contractor's field superintendent when materials or equipment are being installed before approval of shop drawings or samples, where such are required, and advise the City when it is necessary to disapprove work as failing to conform to the Contract Documents. F. The Resident Engineer provided by CBBEL will be familiar with the frequency of QA testing as required by the City or [DOT and outlined in their Project Procedures Guide. The Resident Engineer will coordinate the QA material testing and review all required reports submitted by both the contractor's QC sub -contractor and City's QA consultant for compliance with the project specifications. G. The CBBEL team is familiar with the level of effort necessary to keep adjacent businesses and residents informed of the status throughout this lengthy and disruptive project. CBBEL will distribute materials, address all stakeholder concerns, and coordinate all construction related impacts with stakeholders. CBBEL will identify one person on our team to act as the stakeholder liaison and all information will flow through them. Public outreach may include a website, social media, mailers, handouts, etc. to successfully coordinate the project. H. CBBEL will coordinate with CDOT throughout the project and keep them informed of all progress meetings and other issues. Traffic Control Inspection Perform barricade checks as outlined in Section 700: Work Zone Traffic Control of IDOT's Construction Manual. At a minimum, CBBEL shall perform the following: = One detailed daytime inspection per week and two detailed nighttime inspections per month. These inspections shall be recorded in a format in accordance with City policy or Form BC 726, Traffic Control Inspection Report. MLM NAEVANSTOW1901211AdminWhase III Proposal\Howard Street Phase III Services Scope of Work docx • In addition, the Resident Engineer will drive through the jobsite daily and document the drive through in the project diary. • Also, during any proposed winter shutdowns, two drive-thrus per week will be performed. If major deficiencies are observed, the Resident Engineer will notify the contractor immediately and insure that the contractor takes the appropriate actions as outlined in the contract documents. Construction Documentation A. Keep an inspector's daily report book in the City's format, or other required format appropriate for the project, recording hours on the job site,'weather conditions, general and specific observations, daily activities, quantities placed, inspections, decisions, and list of visiting officials, as outlined in IDOT's Construction Manual. Use ICORS to document the diary and daily quantities for any projects including IDOT or Federal Funding. B. Prepare pay estimates and change orders. Review applications for payment with the Contractor for compliance with established submission procedure and forward them with recommendations to the City. Use ICORS to process pay estimates and change orders for any projects including, IDOT or Federal Funding. C. Obtain and document all material inspection received from the Contractor as outlined in the Project Procedures Guide of IDOT's Construction Manual. Use MISTIC to document any materials for any projects including IDOT or Federal Funding. Task 3 -- Survev: Layout Verification Verif initial geometric controls. 'Perform periodic measurements to assure the contractor's construction staking and construction layoutAs accurate per plans. + Perform before and after cross sections of earth excavation to verify quantities as required by [DOT. Task 4 — Utility Coordination: • Assist the City before the project begins to have all utilities in conflict with the proposed sidewalk relocated. Communicate with the IDOT Utility Section to issue permits in a timely manner. Cooperate with the contractor in dealing with the various local agencies and utility companies having jurisdiction over the Project in order to complete service connections to public utilities and facilities. MLM NAEVANST0N\190121\Admin\Phase III ProposaAHoward Slree: Phase III Services Scope of Work.docx During construction, review contractor layout and compare with JULIE utility markings to identify conflicts that have not been relocated. Propose redesign of sidewalk construction when possible, or communicate additional utility relocation with each utility company. Task 5 — Proiect Closeout: • CBBEL will review and verify the accuracy of the contractor's record drawings. During construction, the CBBEL Resident Engineer will keep diligent records of changes to verify contractor accuracy. In addition, CBBEL will provide, as -built drawings in a shape file per COE Water Department requirements. Prior to final inspection, submit to the Contractor a list of observed items requiring correction and verify that each correction has been made. • Conduct final inspection with the City and prepare a final list of items to be corrected. • Verify that all items on the final list have been corrected and make recommendations to the City concerning acceptance. • CBBEL will provide a shape file of all City utilities meeting the requirements of the City. ESTIMATE OF FEE Our fee for services is $999,992.89. An itemized breakdown is provided on the attached Cost Estimate of Consultant Services. Please feel free to contact us anytime. Sincerely, Michael Kerr, PE Executive Vice President THIS PROPOSAL ACCEPTED BY: BY: BY: TITLE TITLE DATE: DATE' Christopher B. Burke City of Evanston Engineering, Ltd. Mt.M NAEVANSTON1190121 WdminlPhase III Proposal\Howard Street Phase III Services Scope of Worh.docx 2020 Yearly PRE CONST OBSERVATION DOCUMENTATION Total Jan. Feb. Mar. Apr. May June July Aug. Sept. Oct. Nov. Dec. RE 20 80 80 40 200 200 200 160 160 100 1240 Inspector 20 40 40 40 140 Doc Tech/Engineer 20 40 40 40 40 40 40 260 Total 0 0 20 80 80 80 280 280 280 200 200 140 1640 0 201 80 80 '80 280 280 280 200 200 140 2021 Yearly DOCUMENTATION CONST OBSERVATION CONST/CLOSE OUT Total Jan. Feb. Mar. Apr. May June July Aug. Sept. Oct. Nov. Dec. RE 100 100 160 240 240 240 240 240 240 200 160 100 2260 Inspector 240 240 240 240 240 240 200 1640 Doc Tech/Engineer 40 40 40 120 120 120 120 120 120 120 120 105 1185 Total 140 140 200 600 600 600 600 600 600 520 280 205 5085 140 140 200 600 600 600 6001 600 600 520 280 205 2020 1640 2021 5085 sum 6725 Illinois Department of Transportation Anthony Quigley Regional Engineer Department of Transportation 201 West Center Court Schaumburg, Illinois 60196 Local Public Agency Resident Construction Supervisor/ In Responsible Charge County Cook Municipality City of Evanston Section 17-00281-00-RS Route FAU 1334 Contract No. 61 G30 Job No. C-91-188-18 Project CJ5G (950) ❑ I recommend the following individual as a local public agency employee qualified to be resident construction supervisor and to be in responsible charge of this construction project. ® I certify that I am in responsible charge as defined by the department of this construction project. Since the local public agency does not have a local public agency employee qualified to be the resident construction supervisor, I am recommending a consulting engineer to serve as resident construction supervisor. Date Kevin Wilson, PE Applicants Name (Type or Print) Signature and Title (for the Local Public Agency) The following describes my educational background, experience and other qualifications to be resident construction supervisor of this construction project for the Local Public Agency. For Consultants: I certify that my firm is prequalified in Construction Inspection and my Documentation of Contract Quantities certificate number is 17-12354. See attached resume. November 25, 2019 Assist. Dept. Head, Construction Engineering Date Signature of Applicant Job Title of Applicant Based on the above information and my knowledge of the applicant's experience and training, it is my opinion that the applicant is qualified to serve as the resident construction supervisor on this construction project. Approved Date Regional Engineer cc: Engineer of Local Roads and Streets, Central Bureau of Local Roads and Streets Engineer of Construction, Central Bureau of Construction Resident Construction Supervisor Local Public Agency Printed 11/25/2019 Page 1 of 2 BC 775 (Rev. 06/16/16) FB YEARS EXPERIENCE: 17 YEARS WITH CBBEL: 17 EDUCATION Bachelor of Science, 2002 Civil Engineering University of Illinois at Urbana -Champaign PROFESSIONAL REGISTRATION Professional Engineer, IL, 062.059552, 2006 CERTIFICATIONS Documentation of Contract Quantities, IDOT, 17-12354 Material Management of Job Sites, IDOT PROFESSIONAL DEVELOPMENT IDOT OC/OA Courses: Mixture Aggregate Technician Course Bituminous Concrete Level 1 Technician Course Bituminous Concrete Level 2 Technician Course Portland Cement Concrete Level 1 Troxler Nuclear Gauge Safety Training Class STTP-S11 Hot Mix Asphalt Field Inspection STTP-S33 Soils Field Testing and Inspection Kevin Wilson, PE Assistant Department Head, Construction Engineering Civil Engineer experienced in construction engineering. Responsibilities include construction observation, project reports, documentation of quantities, review of contractor pay estimates, coordination of materials testing and inspection, site surveys and interaction with the contractor and client. Observed activities include roadway, water main, sanitary sewer, storm sewer, streambank stabilization, and retaining wall construction. Civil design experience consists of resurfacing and reconstruction projects which have included water main, storm sewer, sanitary sewer, and combined sewer design. CONSTRUCTION Sherman Avenue Improvements, Evanston: Resident Engineer for Sherman Ave Improvements from Church St to Davis St. This streetscape project included ductile iron water main replacement, replacement of brick paver sidewalk with concrete sidewalks and brick ribbon, curb replacement, roadway resurfacing, roadway and decorative lighting replacements in Downtown Evanston. Responsibilities included construction observation, material inspection, public relations with business owners and residents, and contract documentation. FAU Route 2853 (Chicago Avenue/Sheridan Road), Evanston: Resident Engineer for construction of Chicago Ave through downtown Evanston and Sheridan Rd through the Northwestern University Campus to the Wilmette Village limit. Net length of improvements was 1.87 miles; Chicago Ave included HMA resurfacing, Sheridan Rd included 3 to 4 lanes of PCC reconstruction with new protected bike lanes. New items related to protected bike lane included bicycle traffic signals and radar detection. Additional work included new traffic signals, ADA improvements, water main replacement, and landscaping. Project was on an accelerated schedule in orderto accommodate Northwestern University school calendar and was funded with Federal, ITEP, and Local funds. Twin Lakes Subdivision Sidewalk Improvements, Villa Park: Resident Engineer for construction of a new sidewalk in a subdivision with an existing rural ditch typical section. Sidewalk construction included approx. 74,000 SF of new PCC Sidewalk with ADA accessible crossings. Additional improvements included installation of pipe culverts, driveway replacements, and ditch regrading to accommodate new drainage patterns. A retaining wall was installed adjacent to the sidewalk in front of Target due to ROW space restrictions. Project was funded with Federal and Local Funds. 2016 Road Program, Wilmette: Resident Engineer responsible for construction engineering and observation for resurfacing or rehabilitation of 5,050 LF of roadways throughout the Village. Roadway construction included approx. 14,000 SY of HMA partial depth resurfacing, and approx. 1,300 SY of brick pavement reusing existing brick pavers. Additional improvements included reconstruction of sidewalks, curb and gutter, and additional drainage improvements as necessary. Project was funded with MFT and Local Funds. FAP Route 326 (IL 47), IDOT, Yorkville: Providing Phase III assistance to IDOT Resident Engineer and Inspectors from 2012-2015. Serving as Assistant Resident Engineer responsible for construction documentation and observation; managed CBBEL and subconsultant staff that assisted with documentation and observation. Project included 5.04 km of pavement reconstruction, lane additions, storm sewer, traffic signals, and other work along IL Route 47 from just north of IL Route 71 continuing northerly to just north of US Route 34. TT -ADA/PROWAG ADA Ramp Program, CDOT: Resident Engineer responsible for construction engineering and observation of replacement of previously constructed ADA ramp locations not meeting CDOT ADA requirements. Far South Area included 12 ramp locations and South Area included 40 locations. CDOT QC/QA requirements for ADA ramp replacements were followed. Engineering responsibilities included submittal review, daily observation, measurement of quantities, pay estimates, coordination of material inspection, and documentation on CDOT's online web system. Book Road LAPP Resurfacing, Naperville: Resident Engineer responsible for construction engineering and observation for resurfacing of Book Rd from 111`h St to 871' St Roadway construction included 3.07 miles of partial -depth asphalt pavement. Resurfacing required approx. 2,700 tons of Polymer HMA N50 Leveling Binder and 6,300 tons of Polymer HMA N90 Surface Course "F" Mix. Additional roadway improvements included curb and gutter spot repairs, utility structure adjustments, and thermoplastic pavement markings. Sidewalk improvements were completed where necessary, including new sidewalk ramps meeting ADA standards at all roadway crossings within the project limits. Road and Relief Sewer Project, Wilmette: Project Engineer and Resident Engineer responsible for construction engineeringand observation including: verifyingthat contractorwas in conformance with plans and specifications, preparing pay estimates and change orders. Project consisted of partial depth resurfacing of over 1.1 total miles of various residential roadway improvements. Utility construction included 600' of 18" sanitary sewer removal r and replacement, 396' of 18" Relief Sewer, 768' of 24" Relief Sewer, 984' of 42"-Relief Sewer, 14 Relief Sewer A _ . manholes and a-10':diameter junction chamber: Project was funded using MFT and Local Funds., E 4- Christopher B. Burke Engineering, Ltd. 1 9575 W. Higgins Rd.; Ste. 600 1 Rosemont, IL 60018:1 847.8210500 1 cbbel.com I kwilson@ctibel.com Conway Park Sidewalk Improvements, Conway Park Owners Association, Lake Forest: Resident Engineer responsible for construction engineering and observation including: verifying that contractor was in conformance with plans and specifications, preparing pay estimates and change orders. Project consisted of constructing a 36,000 SF sidewalk to provide a continuous walking path throughout the Conway Park office park corridor. Additional improvements included removing and replacing curb and gutter, improving handicap accessibility, pavement markings, and landscaping regarding and restoration. Glenview Road Resurfacing, Wilmette: Resident Engineer responsible for construction engineering and observation including: verifying that contractor was in conformance with plans and specifications, preparing pay estimates and change orders. Project consisted of resurfacing over 0.5 miles asphalt pavement. Additional improvements included curb and gutter spot repairs, sidewalk replacement, and PCC Driveway replacement. Detector loop replacement was coordinated with CCHD. Project was funded using ERP funds. 9511 Street LAPP Resurfacing, Naperville: Resident Engineer responsible for construction engineering and observation for resurfacing of 9511 St from Plainfield -Naperville Rd to IL Route 59. Roadway construction included approx. 67,100 SY of partial -depth asphalt pavement. Resurfacing required approx. 3,600 tons of Polymer HMA N50 Leveling Binder, and 6,200 tons of Polymer HMA N90 Surface Course "F" Mix. Additional roadway improvements included curb and gutter spot repairs, utility structure adjustments, and thermoplastic pavement markings. Sidewalk improvements were completed where necessary, including new ramps meeting ADA standards. 2010 Road Program, Wilmette: Resident Engineer responsible for construction engineering, layout, and observation for reconstruction and resurfacing of various streets. Roadway construction included approx.1.03 total miles of various residential roadway improvements. Utility construction included 845 LF of combination sewer removal and replacement, reconnecting existing sewer services, and manhole removal and replacement. Roadway improvements included curb and gutter removal and replacement, driveway removal and replacement, landscaping and pavement markings. 10th Street/Wilmette Avenue ARA Resurfacing, Wilmette: Resident Engineer responsible for construction engineering and observation for resurfacing of 101h St and Wilmette Ave. Roadway construction included approx. 12,000 SY of HMA resurfacing, curb and gutter spot repairs, sidewalk improvements with new ramps meeting ADA standards, and various other roadway improvements. Arrowhead Subdivision Roadway Improvements, Algonquin: Resident Engineer responsible for construction engineering and observation. Roadway construction included approx.18,000 SY of full - depth asphalt pavement, curb and gutter construction, and various other roadway improvements. Utility construction included approx. 6,000 LF of storm sewer, 2,500 LF of water main, and additional drainage improvements where necessary. Huntington Drive North Resurfacing (ARRA), Algonquin: Resident Engineer responsible for construction engineering and observation. Roadway construction included approx. 15,500 SY of partial depth resurfacing, and approx. 1,900 SY of HMA pavement patching. Additional improvements included reconstruction of sidewalks, curb and gutter, and additional drainage improvements as necessary. depth resurfacing, 6,400 SY of full -depth reconstruction, and HMA pavement patching. Additional improvements included reconstruction of driveways, sidewalks, curb and gutter, and detector loop installation. Reconstruction of Bunker Hill Dr was completed at night in order to minimize impact to the traveling public. Randall Road and Huntington Drive Traffic Signal Modernization, Algonquin: Resident Engineer responsible for construction engineering and observation for installation of timed pedestrian signals and crosswalk improvements at the intersection of Randall Rd and Huntington Dr. Project was located within McHenry County ROW and required coordination between the Village and the County. 2009 MFT Street Program, Algonquin: Resident Engineer responsible for construction engineering and observation for resurfacing of Butterfield Dr and Providence Dr. Roadway construction included HMA pavement patching, and approx. 4,700 SY of hot -in -place heater scarifying of existing pavement before HMA surface course placement. 2009 • LAPP Program (Various Streets), Algonquin: Resident .Engineer responsible for construction engineering and observation _ r -for, resurfacing and reconstruction of various streets throughout the { + Village. Roadway construction included approx. 64,000 SY of partial i 7 � t i Christopher B. Burke Engineering, Ltd. 19575 W. Higgins.Rd., Ste. 600 1 Rosemont, IL_6001$1 847.823.0500 I cbbel.com I kwilson@cbbel.coin i 2of2 ILLINOIS CENTER FOR r`TRANSPORTATION Certificate of Proficiency This certificate is awarded to Kevin Edward Wilson OIllinois Departmer of Transportation for successfully completing the examination for Documentation of Contract Quantities Certificate Number: 17- 123 54 Effective Date: 1/18/2017 Expiration Date: 1/18/2021 Professional Development Hours: 0 j�2j e( 4— Paul A Loete, P.E. — Director of Highways PI/Chief FrAgi leer X*e)o - Gregary Renshaw, Research Engineer ICT Illinois Department of Transportation Anthony Quigley Regional Engineer Department of Transportation 201 West Center Court Schaumburg, Illinois 60196 Local Public Agency Construction Inspector County Cook Municipality City of Evanston Section 17-00281-00-RS Route FAU 1334 Contract No. 61 G30 Job No. C-91-188-18 Project CJ5G (950) I consider the following individual to be qualified as a local public agency construction inspector. In addition, I certify that adequate instruction has been given this individual concerning the requirements of the contract, specifications and construction manual which pertain to the work which he/she will inspect. This individual has been instructed on the proper procedures for any necessary tests. Furthermore, if a consultant, this individual has a valid Documentation of Contract Quantities certification. Approved November 25, 2019 Assistant Dept. Head, Construction Engineering Date Signature and Title of Resident Construction Supervisor Michael Rodak Applicants Name (Type or Print) The following describes the educational background, experience and other qualifications of the named applicant to serve as an inspector on this project. For Consultants Employees: Documentation of Contract Quantities certificate number is 17-12678. See attached resume. If the Resident from BC-775 is a consultant, the local public agency employee in responsible charge must also approve this individual. Approved Date Signature and Title of In Responsible Charge from BC-775 Printed 11/25/2019 Page 1 of 2 BC 776 (Rev. 06/16/16) Michael Rodak Senior Construction Engineer FB YEARS EXPERIENCE: 32 Mr. Rodak is experienced in construction engineering for highway and municipal roadways, bridges and related YEARS WITH CBBEL: 1 infrastructure construction, He brings to CBBEL 31 years of experience serving as an Assistant Resident Engineer, Resident Engineer, Senior ,Materials Coordinator, and Project Manager for public agency, municipal, and private EDUCATION development projects. Mr. Rodak also has experience in geotechnical and construction materials engineering. He Bachelor of Science,1987 is currently responsible for managing various construction engineering projects and any associated junior staff. Civil Engineering&Technology Southern Illinois University US Route 52 & River Road (IDOT Contract #611382), Shorewood: Resident Engineer. $3.2 million project consisting of HMA surface removal and resurfacing, pavement widening, combination concrete curb and gutter Associate in Science, 1983 removal and replacement, construction of a new pedestrian bridge, new drainage structures and storm sewer, College of DuPage removal and replacement of the roadway lighting and traffic signals, ditch regrading, landscaping, sidewalk replacement, and installation of detectable warnings. Construction was performed in 3 stages and was CERTIFICATIONS coordinated with local businesses in order to maintain access to them at all times. Documentation of Contract Reconstruction of 1-55 (Stevenson Expressway) and US 41 (Lake Shore Drive) Interchange Outbound Quantities, IDOT, 17 12678 Structures, IDOT*: Materials Coordinator. $74 million bridge, retaining walls, and pavement reconstruction Illinois Construction Records project which consisted of 3 new bridges construction, roadway reconstruction, retaining wall construction, System (ICORS) Training bridge removal, utility and water main relocation, special waste excavation, earth excavation and embankment, Seminar, IDOT new storm and combined sewers, relocation of Metra catenary and overhead power lines, sidewalks, curb and gutter, pavement marking and signage, roadway lighting, ITS, concrete abutments, steel furnishing and Materials Management of erection, bridge deck and parapets, traffic control and protection, and urban enhancements. Job Sites, IDOT Bishop Ford at Stony Island Feeder Interchange, IDOT*: Materials Coordinator. $42 million bridge and PROFESSIONAL DEVELOPMENT pavement reconstruction project consisting of 2 complete bridge replacements, 2 new bridge decks and ACI Concrete Field Testing bearing replacement, 2 bridge rehabilitations and 1 bridge removal. Construction included new traffic signal Technician -Grade I and drainage improvements at 2 intersections on 103rd Street. Project also included reconstruction of Stony Island Extension, which included newjointed pavement and drainage improvements. Project contained work on Quality Management, multiple interchange ramps and various electrical improvements project wide. American Society of Quality DuPage Airport, Runway 211-20L Extension and Safety Area Improvements*: Resident Engineer. $3.5 million IDOT OC/OA Courses: runway extension project. Work consisted of airfield pavement removal, construction of 1343' of new 100- Mixture Aggregate foot wide PCC pavement, including grading/mass earthwork, new granular sub base, and new asphalt treated Technician Course permeable base course. Drainage improvements, runway lighting improvements, signage modifications, Bituminous Concrete Density pavement under drain system installation, and pavement removal and remarking were also performed. IDOT Tester Course IDEA documentation procedures were followed. Hot Mix Asphalt Level I & II Chicago Shoreline Protection Project (43rd to 45th Street Revetment Reconstruction)*: Materials Coordinator/Assistant Resident Engineer. $13.8 million reconstruction of Lake Michigan shoreline revetment. Portland Cement Concrete Work consisted of excavation and demolition of existing revetment, salvage, storing and reusing existing Level I & II limestone blocks for offshore reef structure. New revetment consisted of anchored sheet pile bulkhead, Construction Materials extending 10 to 30' lakeward, with wales and tie -rods. Concrete rubble fill was imported and processed Inspection Documentation prior to placement. H-pile foundations were installed for new reinforced concrete slabs, step stones, and Course wave deflectors. Work scope also included construction of miscellaneous concrete structures, placement of new earth fill, construction of new lake -front trail, and widening/resurfacing of the existing trail. Project was Division of Aeronautics (IDA) administered by COOT and included project specifications developed by USACE and Chicago Park District. CDOT RE Training project documentation procedures were utilized. 1-57 Resurfacing, Will County, IDOT District One*: Materials Coordinator. $11.4 million resurfacing of 1-57 from Will County Line Road to just north of 175th Street. Work included inspection of milling of existing HMA surface and placing of Polymerized HMA binder course and surface course on the mainline. Also included was the milling and resurfacing of ramps and shoulders, placement of pavement markings, Class A patching and detector loops. Arterial Street Resurfacing, CDOT/ARRA Streets, Central and North Areas, Chicago*: Resident Engineer. $14.5M project funded by the American Recovery and Reinvestment Act (ARRA). Project rehabilitated over 15 miles of City of Chicago arterial roadways. Work included pavement patching and resurfacing of 20 City streets. Other work performed included curb and gutter replacement, sidewalk replacement, PCC bush pad installation, traffic signal and Red -Light Camera work, tree planting and landscaping. Project streets were located in business.and residential areas with several streets located within the Loop. Cantera, Wairrenville*: Project Manager. $39 million, 650-acre multiuse private development, constructed on'site of fo mer sand and gravel quarry. Earthwork operations involved moving 3.5 million+cubic yards of soil. lnfrastructure work included sanitary sewer, storm sewer, water niain,.roadway widenirg, intersection reconfiguration (signals and "roadway), roadway 'and' bike -path "construction, parkng'lot;construction,; and -" Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd.; Ste. 60'0 (j Rosemont, IL 60018! 1847.8210500 1. cbbel.com I mrodak@cbbel.com water tower construction, Project management included liaison to public agencies, review contractor bids and recommend contractor selections, prepare construction estimated budgets and schedules, directand submit documentation on all soil and construction materials testing, prepare contractor pay recommendations, coordinate and manage infrastructure construction. *prior experience jf , Christopher B. Burke Engineering, Ltd. i 9575. W. Higgins Rd., Ste. 600 i Rosemont, IL,60019 i 847.823.0500 I cbbel.com i mrodak@cbbel.com 2 of 2 ILLiN01S CENTER F06 • TRANSPORTATION Certificate of Proficiency This certificate is awarded to 011'%��M, W11 for successfully completing the examination for Documentation of Contract Quantities Ceitificate Munber. 17-12678 Effective Date: 4/5/2017 Expiration DatL: 46/2021 Professiorul Develop r-nt TTotm: 0 �&M PatdA. Loete, P.E. • Dhectorof}-owaysPliChiefErover Grepty Rensluw, Research Bigiriecr ICT