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R-277-93 Authorizing adoption of an engineering agreement with Midwest consulting engineers for phase 1 design engineering on Main Street (Illinois to State Street overpass)RESOLUTION R99 9 . RESOLUTION AUTHORIZING ADOPTION OF AN ENGINEERING AGREEMENT WITH MIDWEST CONSULTING ENGINEERS FOR PHASE I DESIGN ENGINEERING ON MAIN STREET (ILLINOIS TO STATE STREET OVERPASS) WHEREAS, the Village of Lemont has committed resources to perform a Phase I design study for a section of Main Street; and WHEREAS, the Villag of Lemont has selected Midwest Consulting Engineers to perform design engineering on this project; and WHEREAS, the Village will seek FAU funding on the construction of this project; and WHEREAS, Midwest Consulting Engineers will submit the necessary request to the Southwest Council of Mayors, NOW, THEREFORE, BE IT RESOLVED by the President and Board of Trustees that the attached engineering Agreement be approved. PASSED AND APPROVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAG LEMONT, COveS OF COOK, WILL, AND DU PAGE, ILLINOIS, on this day of , 1993. Barbara Buschman Alice Chin Keith Latz William Margalus Rick Rimbo Ralph Schobert AYES NAYS PASSED ABSENT V V v CHARLENE M. SMOLLEN, Village Clerk Approved by me this 9a day of dor 1993. d /.ill 'rC ' • ' 1 A. KW • NESKI, Village President Attest: CHARL NE M. SMOLLEN, Village Clerk Mayor Richard A. Kwasneski Village Clerk Charlene M. Smollen Administrator Steven A. Jones August 3, 1993 LEMONT Village of Faith 418 Main Street • Lemont, IL 60439 -3788 (708) 257 -1550 Fax (708) 257 -1598 TO: Mayor & Village Board FROM: Steve Jones, Village Administrator SUBJECT: Main Street Design Engineering Contract ITEM VI.B.1 Trustees Barbara Buschman Alice Chin Keith Latz William Margalus Rick Rimbo Ralph Schobert A Resolution and contract is attached for Village Board approval of the phase I design engineering of Main Street. You will recall the Village Board previously approved the selection of Midwest Consulting Engineers subject to working out a contract. As part of their scope of service Midwest will prepare the necessary paperwork requesting the Southwest Council funding of the construction and phase II/III engineering of the project as authorized by the Board as a State Street trade -off. It is anticipated that the completion of the phase I design report will occur by February 1994. I should note that the firm of Teska Associates will be utilized by Midwest for all streetscape and landscape architecture components of the report. Concurrence on this selection was received from the DLI Design Committee. AGREEMENT FOR CONSULTANT'S SERVICES between VILLAGE OF LEMONT COOK COUNTY and MIDWEST CONSULTING ENGINEERS/ DAMES & MOORE, INC. 1701 Golf Road, Suite 404 Rolling Meadows, Illinois 60008 PROJECT DESCRIPTION Preparation of Project Development Report and Phase I Engineering for the improvement of Main Street from State Street overpass to Illinois Street a distance of approximately 0.6 miles located in the Village of Lemont, Cook County, Illinois. AGREEMENT FOR CONSULTANT SERVICES Route: Main Street Project: STPM- 7003(64) County: Cook Section: 93-00020-00-PV Job No.: P- 91- 516 -93 THIS AGREEMENT, entered into this _ day of August, 1993 by and between the VILLAGE OF LEMONT, hereinafter referred to as the VILLAGE, and MIDWEST CONSULTING ENGINEERS/DAMES & MOORE, INC., a firm of consulting engineers whose address is 1701 Golf Road, Suite 404, Rolling Meadows, Illinois 60008, hereinafter referred to as the CONSULTANT. WHEREAS, the VILLAGE proposes to engage the CONSULTANT to render professional Phase I engineering services in connection with the proposed improvement: Main Street from State Street overpass to Illinois Street. This AGREEMENT contains all the terms and conditions of the agreement between the VILLAGE and the CONSULTANT and any changes in this AGREEMENT shall have no effect unless they are made in writing, signed by both parties, and incorporated as an amendment to this AGREEMENT. No other written or oral understandings, representations or agreements, other than those herein, have been made by and between the parties hereto. In consideration of these premises, the parties hereto agree as set forth in the following pages number 1 thru 16 inclusive. Executed by the VILLAGE OF LEMONT, Cook County, State of Illinois, acting by and through its Board of Trustees. A IThST: VILLAGE CLERK Executed by MIDWEST CONSULTING ENGINEERS/DAMES & MOORE, INC. A 1'1'EST: 5e vi tav� ////t/t71,-- P j e �-f - n%ar� aJ "y MANAGING PRINCIPAL -IN- CHARGE AGMT03 /MCE -15 - 1 - DELETION AND AMENDMENTS TO THE ILLINOIS DEPARTMENT OF TRANSPORTATION'S STANDARD AGREEMENT PROVISIONS FOR CONSULTANT SERVICES, DATED 1990 1. Incorporation by Reference The Illinois Department of Transportation's "Standard Agreement Provisions for Consultant Services ", dated 1990 hereinafter referred to as the "STANDARD PROVISIONS ", are incorporated and made a part of the AGREEMENT except as deleted or amended hereinafter. (STANDARD PROVISIONS' section references are shown in parenthesis): 1.1 (SP 1) Definitions, as they pertain to the PROJECT, shall be set forth in Section 1 of the STANDARD PROVISIONS, amended to add the following: 1.1.2 Chief of Environmental Science - The Chief of Environmental Science of IDOT 1.1.3 Environmental Statement - A written statement containing an assessment of the anticipated significant, beneficial and detrimental effects which the PROJECT may have upon the human environment. 1.1.4 Categorical Exclusion - A written document in support of a determination that, should the proposed highway section improvement be constructed, the action will not induce significant, foreseeable alterations in land use, planned growth, development patterns, traffic volumes, travel patterns, or natural or cultural resources. 1.1.5 Section 4(f) Land - Any land from a public park, recreation area, wildlife and water fowl refuge or historic site which a transportation plan or project proposes to use. 1.1.6 Environmental Assessment - Any action that is not classified as a Categorical Exclusion and for which the environmental studies and early coordination indicate that the proposed action will not have a significant impact on the quality of the human environment. 1.1.7 Combined Report - Report that contains both the corridor location studies and the design location studies. A combined report is prepared for projects in which only the existing corridor is feasible. 1.2 (SP 1.17) Wherever the work DEPARTMENT is used, it shall be construed to mean the VILLAGE, except that in the STANDARD PROVISIONS, the word DEPARTMENT shall also include IDOT in Subsections 2.12, 2.24, 2.31, 2.32 and Section 6, in its entirety. 1.3 (SP 2.32) The CONSULTANT shall obtain insurance of the types and in the amounts described below: AGMT03 /MCE -15 -2- 1.3.1 Commercial General Liability Insurance. The Consultant shall secure and maintain such insurance as will protect him from claims under the Workmen's Compensation Acts and from claims for bodily injury, death, or property damage which may arise from the performance of his services under this Agreement. The Engineer shall file Certificates of Insurance with the Village for the Project. The Certificates of Insurance shall contain an endorsement stipulating that the Village will be notified, by registered mail, 30 days prior to cancellation of any insurance coverage. 1.4 (SP 2.41) The CONSULTANT shall invoice the VILLAGE in a format acceptable to the VILLAGE. 2. SCOPE OF WORK The PROJECT is anticipated to be a Categorical Exclusion Type II Action. Phase I Engineering will involve the preparation of a Project Development Report. No right - of -way acquisition, Section 106 Report or 4(f) Report is anticipated for this project. Roadway and /or intersection re- alignments are not part of this study. The CONSULTANT will perform or be responsible for the performance of the services outlined below. The engineering studies will be performed in accordance with IDOT's Bureau of Local Roads requirements for Local Agency Federal Aid Projects. a) Early Coordination: Prepare State and N.I.P.C. Clearinghouse notifications. Prepare the environmental survey request. Attend one (1) FHWA/IDOT coordination meeting. Investigate possible funding scenarios. Submit FAU application to S.W. Council of Mayors. b) Data Collection: The VILLAGE will provide accident records for the current three year period to the CONSULTANT, and all available project related as- built plans, right -of -way documents, and traffic data. The CONSULTANT will: Obtain aerial mapping at 1" = 50'. Obtain available project related information from the outside agencies and utility companies. - Prepare a project photolog of existing conditions. Traffic counts preformed by subconsultant. c) Field Survey: A conventional ground survey will be performed to obtain topographic information suitable for the design of the PROJECT. For Phase I, the survey will begin at 300' west of the State Street Overpass and end 300 AGMT03 /MCE -15 -3- feet east of Illinois Street. The ground survey work will be performed in accordance with Section 6.21 of the STANDARD PROVISIONS, except that State Plan Coordinates will not be established. The CONSULTANT will take specific action to locate existing vaulted sidewalks and the VILLAGE will provide to the CONSULTANT access to said structures for purposes of inspection. d) Traffic Analysis: Obtain 2010 traffic projections from CATS. Perform existing conditions capacity analysis at the Main Street /Stephen Street intersection. Perform warrant analysis at the signalized intersection, Main Street/Stephen Street intersection, and 4 way stop sign controlled intersections. The stop sign controlled intersections along Main Street are at Lemont Street and at Holmes Street. Analyze three years of accident data and prepare a summary table. Perform one (1) intersection capacity analyses for 2010 traffic projections. The location is the Main Street/Stephen Street intersection. Perform one intersection design study (IDS). The location is the Main Street /Stephen Street intersection. Analyze existing street parking. e) Preliminary Design Studies: Perform concept review for two (2) alternative roadway typical sections. Perform detailed analysis of the preferred alternate roadway typical section. Analyze cross section impacts. Prepare concept sketches for two (2) alternative urban landscaping plans. Work will be performed by a subconsultant. See Exhibit H. Perform warrant and need analysis for roadway lighting. Perform analysis of stage construction alternatives. Analyze potential watermain replacement. Analyze design options for barrier wall construction along north right -of- way line on Main Street. Inspect and make recommendations as to the disposition of vaulted sidewalks. Soils Investigations: Provide design soils survey in accordance with IDOT requirements. Work will be performed by a subconsultant; refer to Exhibit G. The Phase I engineering work will be limited to Stage I Soils Investigations. Drainage Studies: Perform location design drainage studies including: - Identifying storm sewer locations, system outfalls, pipe sizes, and pipe slopes for the existing drainage system. AGMT03 /MCE -15 4 Evaluating the capacity of the existing system according to methods prescribed by the DEPARTMENT. Evaluate sewer separation. Evaluating the need to provide storm water detention. Performing preliminary design for the proposed storm sewer system, including evaluating alternatives for providing detention. Summarizing the drainage studies for inclusion in the Project Development Report, including exhibit preparation. h) Environmental Studies: Perform the following analyses and review of environmental issues: Traffic Noise Analysis Construction Noise Archaeological /Historical/Cultural Resource Impacts - Water Quality Impacts (Road Salt Dilution & Storm Water Runoff) - Land Use/Impacts Wetland Identification (permits are not included) - Floodplains i) Quantity and Cost Estimates: Perform detailed quantity calculations and construction cost estimates for the preferred alternative. j) Exhibits: Prepare report and public involvement exhibits. The following exhibits are anticipated: Preferred Plan at 1" = 50' on aerial base maps Typical Cross Sections Project Location Map Accident Tables Existing and Proposed Traffic Public Hearing Brochures (50 copies) k) Draft PDR: Prepare a draft of the Project Development Report in the format suited to the requirements of IDOT. Provide six (6) copies of the report for review. 1) Draft PDR Review: Meet with the VILLAGE and IDOT to resolve report review comments, prior to public release of the report. m) Public Involvement: Prepare and present one (1) public meeting before the Village Board. The meeting will be in a public hearing format. The work will include disposition of comments received at the meeting. Hold three (3) coordination meetings with representatives of Downtown Lemont, Inc. In addition, CONSULTANT will meet with the utility companies and railroad as needed for the project. AGMT03 /MCE -15 5 n) Final Project Report: Incorporate all comments and complete the PDR for obtaining Design Approval. Provide ten (10) copies. o) Project Administration: Perform project administration activities, including scheduling, budget control, manpower planning, meetings, correspondence and client coordination. 2.1 The CONSULTANT shall exclusively furnish to the VILLAGE, all reports, data or other information prepared, obtained or assembled by him under this AGREEMENT, unless otherwise directed by the VILLAGE. 3. The VILLAGE agrees to furnish the following items: 3.1 All presently available survey data and information including standard details and standard specifications adopted by the VILLAGE and other available data, including accident data and traffic counts, useful to the work being done by the CONSULTANT. The VILLAGE also agrees to publish project design legal notices and notices for public meetings. 4. PROJECT SCHEDULE The CONSULTANT shall commence work on Phase I within five (5) calendar days after the date of Authority to Proceed. It is anticipated that the work will be completed and according to the schedule presented on Exhibit E, subject to the variability of time requirements for agency reviews that is beyond the control of the CONSULTANT and the VILLAGE. 5. PRIME COMPENSATION 5.1 Phase I - Subject to an Upper Limit of Compensation of $65,035, the CONSULTANT shall receive as full payment for completing the Phase I work required of him under this AGREEMENT, reimbursement of his eligible actual costs in accordance with Section 2.45 of the STANDARD PROVISIONS, plus a Fixed Amount of $6,669. The Upper Limit of Compensation and Fixed Amount are a result of the attached Exhibit D, Cost Estimate of Consultant's Services for Phase I. For services rendered by any subconsultant retained by the CONSULTANT, the CONSULTANT will be reimbursed for the actual amount invoiced to the CONSULTANT. Any such subcontracted fees are included in the Upper Limit of Compensation 5.2 The Prime Compensation may be increased or decreased by subsequent agreement between the contractual and approving parties if there is a major change in the scope, character or complexity of the Work. Prime Compensation and Specific Rates for Extra Work may be adjusted in AGMT03 /MCE -15 -6- accordance with Section 2.21 of the STANDARD PROVISIONS, if the duration of the work in any phase extends more than six months beyond the date of completion stated in Section 4 of this AGREEMENT, due to no fault of the CONSULTANT. 5.3 In all instances where the VILLAGE shall request specific services of the CONSULTANT, the CONSULTANT shall indicate to the VILLAGE whether or not the work shall be considered Extra Work. When requested by the VILLAGE, the CONSULTANT shall prepare and submit a cost estimate for such Extra Work. In the event the CONSULTANT, upon written order from the VILLAGE, is required to perform Extra Work, he shall, in addition to the Prime Compensation, receive payment for such Extra Work on the following basis: Subject to a pre - agreed Upper Limit of Compensation for each item of Extra Work, the CONSULTANT shall be paid at the specified hourly rate of pay for each class of employee as listed in Exhibit "A" for the actual time the CONSULTANT directly utilizes each such employee on the Extra Work, plus the CONSULTANT's payroll burden and overhead costs as listed in Exhibits B and C, plus actual expenses for transportation, subsistence, and electronic computer service incidental to the Extra Work. Any other expenses incurred incidental to the Extra Work shall be considered to be overhead costs. 5.4 Retainage - Delete Section 2.42(b) of the STANDARD PROVISIONS. No retainage will be required for the Phase I work. 5.5 The CONSULTANT certifies that he /she and his/her principals have not been barred from signing this agreement as a result of violation of section 33 E -3 and 33 E -4 of the Criminal Code of 1961 (Chapter 38 of the Illinois Revised Statutes). AGMT03 /MCE -15 EXHIBIT A HOURLY RATE RANGE CONSULTANT'S REGULAR STAFF CLASSIFICATION FROM TO Principal Engineer $35.00 $55.00 Senior Project Manager 28.00 38.00 Project Manager 25.00 38.00 Resident Engineer 17.00 28.00 Structural Engineer 21.00 32.00 Chief of Survey 23.00 31.00 Survey Party Chief 14.00 19.00 Senior Project Engineer 26.00 35.00 Project Engineer 17.00 27.00 Design Engineer 13.00 20.00 Construction Engineer 14.00 23.00 Technician - Survey 10.00 18.00 Technician - Construction 10.00 18.00 Technician - Design 14.00 20.00 Senior Drafter 13.00 17.00 CADD Drafter 11.00 20.00 Drafter 10.00 16.00 Clerical/Word Processor 8.00 14.00 Midwest Consulting Engineers Date: 05/14/93 Dames & Moore, Inc. AGMT03 /MCE -15 8 EXHIBIT B BURDEN & FRINGE COSTS Paid Time -Off Insurance Payroll Taxes Retirement Fund Incentive Bonus Other % of Direct Productive Payroll 17 9 14 10 18 3 ( *) TOTAL BURDEN & FRINGE COSTS 71% Source: IDOT Prequalification - Fiscal Year 1992 -1993 ( *) Combined Burden & Fringe (Exhibit B) plus General Overhead (Exhibit C) is 198 %. IDOT approved combined rate is 145 %. AGMT03 /MCE -15 9- Midwest Consulting Engineers Dames & Moore, Inc. EXHIBIT C GENERAL OVERHEAD COSTS % of Direct Productive Payroll Overhead Labor 64 Employee Relations 6 Rent & Utilities 21 Communications 9 Office Supplies & Expense 6 Computer Rental & Supplies 3 Depreciation & Amortization 2 Professional Services 5 Professional Liability Expense 7 Miscellaneous Expense 4 ( *) TOTAL GENERAL OVERHEAD COSTS 127% Source: IDOT Prequalification - Fiscal Year 1992 -1993 ( *) Combined Burden & Fringe (Exhibit B) plus General Overhead (Exhibit C) is 198 %. IDOT approved combined rate is 145 %. Midwest Consulting Engineers Dames & Moore, Inc. AGMT03 /MCE -15 - 10 - COST ESTIMATE OF CONSULTING SERVICES Phase I - Engineering MAIN STREET State Street Overpass to Ilinois Street Route MAIN STREET Section 93- 00020 -00- PV Project STPM- 7003(64) County Cook County Job No. P -91 -516 -93 Consultant Midwest Consuting Engineers /Dames & Moore, Inc. Date: 7/29/93 Dollars ($) Number 1 Overhead 1 1 (a) 1 ITEM I of 1 & 1 In -House 1 Services 1 % of 1 Man 1 Payroll Fringe 1 Direct 1 Sub -Total 1 Net Fee by I Total 1 Grand Hours 1 Benefits 1 Costs 1 1 Others 1 1 Total I (A) 1 (B) (C) 1 (D) 1 (E) 1 (F) I (G) 1 (H) 1 (9 -I -I '1 1 -1 I -I 1 - 1 Early Coordination & FAU App. 1 60 1 1286 1,865 1 80 1 3,231 1 447 1 1 3,678 1 5.66 2 Field Survey and Data Collection 1 260 1 3,960 5,742 1 795 1 10,497 1 1,456 1 720 1 12,673 1 19.49 3 Traffic Analysis 1 98 1 1,875 2,719 1 1 4594 1 635 1 1 5,229 1 8.04 4 Soils Investigation 1 8 1 197 286 1 1 483 1 67 1 4,660 1 5,210 1 8.01 5 Prelim. Design Studies&Streetscape 1 170 1 3,214 4,660 1 1 7,874 1 1,088 1 4,800 1 13,762 1 21.16 6 Drainage and Environmental 1 120 1 2,158 3,129 1 1 5,287 1 731 1 1 6,018 1 9.25 Studies 1 1 1 1 1 I 7 Quantities and Cost Estimate 34 1 539 782 1 1 1,321 1 182 1 1,503 1 2.31 8 Exhibit Preparation & Drafting 50 1 839 1,217 1 60 1 2,116 1 293 1 2,409 1 3.70 9 Draft Report Preparation 50 1 1,005 1,457 1 180 1 2,642 1 366 1 3.008 1 4.63 10 Report Review and Processing 24 1 438 635 1 40 1 1,113 1 154 1 1,267 1 1.95 11 Final Report 34 1 647 938 1 180 1 1,765 1 245 1 2,010 1 3.09 12 Public Involvement 80 1 1,792 2,598 1 124 1 4,514 1 625 1 5,139 1 7.90 13 Supervision and Administration 50 1 1,122 1,627 1 1 2,749 1 380 1 3,129 1 4.81 TOTALS Complexky Factor = 0.035 (a) Description of Services: AGMT04 /MAIN -ST 1,038 1 19,072 1 27,655 1 1,459 1 48,186 1 6,669 1 10,180 1 65,035 1 100.00 Item (4) Soils Subconsultant Work Item (2) Traffic Counts by Subconsultant Item (5) Landscape Architect Subconsultant Work EXHIBIT D Page 1 of 4 CLASSIFICATION AVERAGE HOURLY PROJECT RATES Main Street State Street Overpass to Ilinois Street Date: 7/29/93 ITEM 1 ITEM 2 ITEM 3 ITEM 4 ITEM 5 Early Field Survey Traffic Solis Preliminary : SAL- : Coordination and Analysis Investigation Design Studies : ARY : and FAU Application : Data Collection and Street Scape : %PART : WGT. RATE : %PART : WGT. RATE : %PART : WGT. RATE : %PART : WGT. RATE : %PART : WGT. RATE : Senior Project Manager : 3321 : 2725: 9.05 : 4.21 : 1.40: 36.18: 12.02 : 5.44: 1.81 : Project Engineer : 22.47: 26.09: 5.86: 4.17: 0.94: 31.58: 7.10: 31.91 : 7.17: 27.14: 6.10 : Design Engineer : 16.88: 4.99: 0.84 : Chief of Survey : 28.96 : 1.45: 0.42 : 4.17: 1.21 : Survey P arty Chief : 17.18: 3333: 5.73: Technician /Survey : 12.00: 33.33: 4.00: CADD Drafter : 1233 : 16.67: 2.06 : 46.32 : 7.82: 31.91: 5.39 : 28.86: 4.87 : 4.80: 0.59 : Senior Drafter : 15.65: 14.00: 2.19: 8.33: 1.30: 16.84: 2.64: 14.56: 2.28 : Environmental Specialist : 1725: 1.05: 0.18: 1820: 3.14 : Word Processor : 11.68: 2622: 3.06 : AVERAGE PAYROLL RATE : AG MT04 /MAIN- ST 100.00: 21.43: 103.00 : 1523: 100.00: 19.13: 100.00 : 1.00: 0.12 : 24.57: 100.00: 18.90 : EXHIBIT D Page 2 of 4 CLASSIFICATION ITEM 6 AVERAGE HOURLY PROJECT RATES Main Street State Street Overpass to Ilinois Street ITEM 7 ITEM 8 Date: 7/29/93 ITEM 9 ITEM 10 Drainage and Quantities Exhibit Draft Report Review : SAL- : Environmental and Preparation Preparation and : ARY : Studies Cost Estimate and Drafting Processing : %PART : WGT. RATE : %PART : WGT. RATE : %PART : WGT. RATE : %PART : WGT. RATE : %PART : WGT. RATE : Senior Project Manager : 3321 : Project Engineer Design Engineer 2.94: 0.98 : : 22.47: 22.90: 5.15 : 8.89: 2.00: 20.32 : : 16.88: 24.40: 4.12: 35.93 : Chief of Survey . 28.96 : Survey Party Chief . 17.18: 10.00: 3.32: 10.00 : 4.57: 40.00: 8.99: 25.00 : 6.06: 21.05: 3.55: 30.00 : Technician /Survey : 12.00: 32.96: 3.96: CADD Drafter : 12.33 : Senior Drafter : 15.65: 9.41 : 1.47 : Environmental Specialist . 1725: 28.00 : 4.83: 2222: 3.83 : 3.32 : 5.62 : 5.06: 20.00: 3.38 : 6.29: 0.78 : 3526: 5.52: 10.00: 1.57 : 6.55: 1.13 : 10.00: 1.57 : 5.00: 0.86 : Word Processor : 11.68: 12.35: 1.44: 10.53: 1.23: 10.00: 1.17: 30.00: 3.50 : AVERAGE PAYROLL RATE : AGMT04 /MAIN - ST : 100.00 : 17.99: 100.00 : 15.85: 100.00: 16.77: 100.00 : 20.11: 100.00: 1825 : EXHIBIT D Page 3 of 4 CLASSIFICATION AVERAGE HOURLY PROJECT RATES Main Street State Street Overpass to Illinois Street Date: 7/29/93 ITEM 11 ITEM 12 ITEM 13 ITEM 14 ITEM 15 Final Public Supervision : SAL— : Report Involvement and : ARY : Administration : %PART : WGT. RATE : %PART : WGT. RATE : %PART : WGT. RATE : %PART : WGT. RATE : %PART : WGT. RATE : Senior Project Manager : 3321 : 23.00: 7.64 : Project Engineer : 22.47: 5.00: 1.12: 35.00: 7.86 : Design Engineer : 16.88: 40.00: 6.75: 20.00: 3.38 : Chief of Survey : 28.96: 25.00: 7.24 : Survey Party Chief : 17.18 : Technician /Survey : 12.00 : CADD Drafter : 12.33 : Senior Drafter : 15.85: 10.00: 1.57: 10.00 : Environmental Specialist : 1725: 10.00: Word Processor : 11.68: 20.00: 2.34: 2.00 : 1.57 : 1.73: 0.23 : 50.00: 16.61 : 50.00: 5.84 : AVERAGE PAYROLL RATE : AGMT04 /MAIN — ST 100.00: 19.02: 100.00: 22.40: 100.00: 22.45 : EXHIBIT D Page 4 of 4 EXHIBIT E PROJECT SCHEDULE MAIN STREET IMPROVEMENTS ITEM * COMPLETION DATE Contract Approval by Village 07/30/93 Notice to Proceed 07/30/93 FAU Application 08/16/93 Survey and Data Collection 09/17/93 Draft Project Development Report 12/17/93 Public Involvement 01/21/94 Project Development Report Review By Village & IDOT 02/18/94 Final Project Development Report 04/29/94 Design Approval 06/29/94 Final Phase II Design 06/29/95 Project Letting 10/01/95 * Project schedule assumes no right -of -way acquisition, Section 106 Report or 4(f) Report preparation. AGMT03 /MCE -15 - 15 - EXHIBIT F DIRECT COST SUMMARY VEHICLE MILEAGE Survey/Data Collection 15 trips @ $22.00 = Meetings /Coordination 12 trips @ $22.00 = $ 330.00 $ 264.00 PHOTOGRAPH /PRINTING/REPRODUCTIONS Film and Development $ 50.00 Xerox Reproduction for Draft Report $ 70.00 Printing (Exhibits for Report) $ 110.00 Xerox Reproduction for Final Report $ 60.00 PUBLIC INVOLVEMENT Exhibits $ 80.00 Handouts $ 30.00 AERIAL PHOTOGRAPHY Reproducible Mylar Exhibits 3 @ $155.00 = $ 465.00 TOTAL = $ 1,459.00 AGMT03 /MCE -15 - 16 - EXHIBIT G SUB - CONSULTANT PROPOSAL (SOILS INVESTIGATIONS) (SCHLEEDE - HAMPTON ASSOCIATES) AGMT03 /MCE -15 June 28, 1993 S CHLEEDE HAMPTON' ASSOCIATES ikc CONSULTING ENGINEERS Mr. Dan Jedrzejak Midwest Consulting Engineers, Inc. 1701 Golf Road Suite 404 Rolling Meadows, Illinois 60008 Re: Proposal for Highway Soils Survey Main Street - Overpass (State) to Illinois Avenue Lemont Illinois Dear Mr. Jedrzejak: We are pleased to have the opportunity to submit the following proposal for performance of a soil survey for the proposed improvements on the referenced project. Project Description and Scope of Work The proposed project from a soils exploration standpoint, will require the scope of work outlined: a) Repair and Reconstruction along approximately 3200 L.F. of Lemont Road from the State Street overpass, east to Illinois Street. Method of Performance - Field Work The typical subgrade soil survey exploration will be accomplished by performing auger borings spaced at approximately 300 foot intervals on alternate sides of the roadway, and at other points where significant problem areas are observed: a) Pavement cores will be made to determine the existing pavement section at each boring location. b) Soil survey borings will be extended to the depths indicated above with sampling at 30 inch intervals or more frequently if required to sample all soil strata. c Laboratory testing will include moisture content determinations, consistency (penetrometer value), determination on cohesive soil samples and classification tests as required to identify major subgrade soil types. 102 WEST ILLINOIS STREET SUITE D ST. CHARLES, ILLINOIS 60174 708 - 377 -3270 FAX 708 - 377 -3585 SCHLEEDE HAMPTON ASSOCIATES, INC. CONSULTING ENGINEERS The soil survey and structure borings will be performed in compliance with the current State of Illinois, Specification for Soil Survey; and the Soils Manual. Method of Performance - Analysis and Report The boring information will be used to develop soils profile drawings which will be prepared showing the soil types and test data in accordance with applicable specifications. We understand that mylar sepia copies of the plan and profile showing existing and proposed grade will be provided by the the Design Engineer for our plotting of the soil profile. The results of this field exploration and laboratory testing would be used in an analysis and formulation of our recommendations. Major subject areas for our analysis, recommendations and report would include: 1. Existing pavement conditions. 2. General earthwork recommendations. 3. Identification of soil treatment areas. 4. Soils criteria for input to the pavement design being done by the Design Engineer A written report summarizing and presenting the data and recommendations will be prepared by a Professional Engineer, registered in the State of Illinois. Timing We will begin on work after notice to proceed. We plan on mobilizing and doing all the borings concurrently. Final reports and profiles will be coordinated with Midwest Consulting Engineers as their base plan and profile drawings and other designs are completed. Fees We propose to provide this work at the unit rates quoted on the attached Schedule of Services and Fees, Attachments 1.1 through 1.2. These estimated quantities and unit rates are based on information as outlined in this proposal and experience on past projects. On the basis of the above information, we estimate that these services can be provided for a fee of: $ 4,658.00 SCHLEEDE HAMPTON ASSOCIATES, INC. CONSULTING ENGINEERS General For this project, we will assign Mr. Stephen C. Schleede, P.E. as Principal in Charge and Mr. William D. Prigge, P.E. as Project Engineer. They and our staff are acquainted with the local subsurface conditions and have participated in the planning, development and execution of numerous highway soil explorations in this area. We are looking forward to working with you on this project. Respectfully submitted, SCHLEEDE - HAMPTON ASSOCIATES, INC. William D%° gge, P.E. St .hen C. Schleede, P.E. Principal WDP /SCS /dla Enclosure: Attachments 1.1, 1.2 SCHLEEDE HAMPTON ASSOCIATES, INC. CONSULTING ENGINEERS Item ATTACHMENT 1.1 SCHEDULE OF SERVICES AND FEES SOIL SURVEY AND PAVEMENT CORDS Estimated Quantity Unit Cost Extension Mobilization of Drilling equipment, and personnel, lump sum 1 $250.00 $ 250.00 Flagman for Traffic Control, per hour 16 $ 35.00 $ 560.00 Pavement Cores, ea. 11 $ 65.00 $ 715.00 Soil boring with auger sampling, per lineal foot 110 $ 9.00 $ 990.00 Moisture Content Determinations, ea. 44 $ 3.00 $ 132.00 Illinois Bearing Ratio, including proctor, ea. 1 $215.00 $ 215.00 Atterberg Limit Determinations, ea. 3 $ 50.00 $ 150.00 Grain Size Analysis, including hydrometer, ea. 3 $ 45.00 $ 135.00 Organic Content Tests, ea. 1 $ 30.00 $ 30.00 Engineering Services for Soil Survey and Pavement Coring Including: Layout Coordination Utility Clearance and Permits Pavement Condition Survey Engineering Supervision of Soil Profiles Preparation of Soil Profile Drawings Preparation of Core Logs Analysis Recommendations for Earthwork Report Preparation Consultation Estimated Cost (@ Unit Rates Listed on Attachment 1.2) $ 1.481.00 TOTAL $4,658.00 SCHLEEDE HAMPTON ASSOCIATES, INC. CONSULTING ENGINEERS ATTACHMENT 1.2 ENGINEERING SERVICES Our fees for Engineering Services will be based on the actual number of hours required to complete the work, and will be determined on a Unit Rate Basis at these rates for each classification of personnel: Est. Ouantity Rate Per Hour Extension Principal Engineer, per hr. 1 $ 95.00 $ 95.00 Project Engineer, per hr. 6 $ 75.00 $ 450.00 Staff Engineer, per hr. 4 $ 55.00 $ 220.00 Field Engineer, per hr. 12 $ 48.00 $ 576.00 Draftsman /Tech., per hr. 4 $ 35.00 $ 140.00 Total $1,481.00 EXHIBIT H SUB - CONSULTANT PROPOSAL (LANDSCAPE ARCHITECT) (TESKA ASSOCIATES, INC.) AGMT03 /MCE -15 _• OO r. 7.U=' U. TESKA ASSOCIATES INC. Community Planning . Resource Management . Site Design . Landscape ;Architecture July 1, 1993 Mr. Dan Jedrzejak Midwest Consulting Engineers 1701 Golf Road Roiling Meadows, Illinois 60008 Dear Dan: Teska Associates, Inc. is pleased to be considered for participation as consulting planners and landscape architects for Phase One of the Downtown Streetscape. We are especially enthusiastic about downtown Lemont's potential to express its distinctive personality in a creative and effective design. As participants in this team effort, we shall approach our evaluation design of the main street district as a component within the greater context of downtown as a whole. A general estimate of services and input anticipated in Phase One includes the following efforts: 1. Attend a meeting with the consultant team, Village staff and main street representatives to establish an approach and planning strategy. Establish design considerations, project schedule and responsibilities of individual team members. 2. Prepare two conceptual streetscape design alternative design sketch plans. Plans shall illustrate proposed streetscape theme options, including identity of paving, street- furnishings, lighting street trees, amenities, etc. Consideration win be given toward location of underground utilities, parking spaces, surface vaults and basement access doors. 3. Provide presentations of alternatives to downtown streetscape committees to review, discuss and incorporate comments and suggestions. 4. Refine preferred alternative options and suggestions into a preliminary design plan. 5. Present draft of the preliminary design plan (P.D.P.) to Village staff and streetscape committee; incorporate any suggestions or make minor modifications. 6. Provide final rendered illustrations of the P.D. P. and make public presentation to the Village Board. 7. Conclude Phase One services with a memo indicating Village responses to the presentation exhibit. 627 Grove Street, Evanston, Illinois 60201 Telephone: 708.869.2015 Optional continuing services available separately upon conclusion of Phase One are as follows: 8. Prepare design development documents and preliminary construction bid documents. 9. Prepare construction implementation /working drawing, details and specifications. 10. Assist with bid and selection of installing contractor(s). 11. Provide construction progress observation, punch list, inspection, guarantees, etc. An estimate of our fees and compensation to provide Phase One services would not exceed $4,800.00. This amount is a "not -to- exceed" figure based on actual hours of service applied to the job. The attached information provides further insight into our firms qualifications for and experience with streetscape work in other municipalities in the Chicago area. Please feel free to contact me if you would like any further information or assistance. We look forward to working together with you and the Village on this promising opportunity. Sincerely, Nicholas R. Patera Principal NRP:fdc Enc. ASSOCI TES INC.