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6.2 Motion to accept proposal for 2022 Lincoln/We-Go Relief Station Rehabilitation Project design and construction engineering services in an amount not to exceed $33,730.
Mr�GauC �'d'+rt;�iect Subject Motion to accept proposal for 2022 Lincoln/We- Go Relief Station Rehabilitation Project design •'construction• services in an amount • •exceed Meeting January PROSPECT VILLAGE BOARD - Fiscal Impact true Dollar Amount $33,730.00 Budget Source Water and Sewer Enterprise Fund Category CONSENT AGENDA Type Consent In the 2022 Community Investment Plan (CIP), there are funds available to continue the rehabilitation of the Village's sanitary lift and relief stations. These stations are used to provide relief to the Village -owned combined sanitary sewer system in the event that the interceptor sewers of the Metropolitan Water Reclamation District of Greater Chicago (MWRDGC) become surcharged during rain events. The Village owns and maintains eight (8) sanitary relief stations and two (2) sewage lift stations. This project will be the eighth (8th) of ten (10) planned sewer pumping station rehabilitation projects. Huntington, Cottonwood, Louis Street, William Street, Lincoln Street and both George Street North and George street South pump station rehabilitation projects have been completed to date. The scope of work includes the Lincoln We -Go Relief Station situated behind 315 We Go Trail. A map is attached depicting the area. Work will include design engineering to facilitate removal and replacement of the existing submersible pumps and rails; replacement of the controller; replacement of the existing wet well with a XYLEM package system; replacement of the existing 1 check valve pit, sluice gate, and control panel along with refurbishment of the existing force main utilizing cured -in -place -pipe lining (CIPP). The Lincoln We -Go relief station rehabilitation work will also include preparation of documents and specifications necessary to competitively bid the work. On-site supervision of the successful contractor and production of final as -built record drawings is also included. Additionally, scope of work includes requisite IEPA and MWRDGC permitting. To design these improvements, staff require technical assistance from a qualified civil engineering consultant. Accordingly, staff prepared a detailed request for proposals (RFP) necessary to solicit these services. A copy of this RFP is enclosed. Consulting engineers were asked to submit a technical proposal detailing the firm's background, key personnel, and approach to the project. In addition, each firm was also asked to submit a separate cost proposal indicating work effort anticipated and a not -to -exceed fee. The required scope of work includes an inspection of the existing Lincoln We -Go Relief Station; preparation of plans and bid documents; meetings, construction oversight, and obtaining all necessary regulatory permits. RFPs were distributed to four (4) engineering firms with expertise in the design and construction of rehabilitation to sanitary relief stations and publicized utilizing the DemandStar bid clearinghouse website. Three (3) technical proposals and three (3) cost proposals were received and (1) one firm declined due to present work load and staffing. Each proposal was evaluated based on the background of the firm, related project experience, proposed services and scope of work, schedule work effort and proposal content. Each firm received a point ranking (total points = 100) for each criterion. Table 1 below summarized this analysis: Category Max. Burns & Ciorba Christopher Points McDonnell Group Burke Backaround 20 18 18 18 2 Experience 20 18 18 18 Scope 25 23 23 23 Schedule 15 12 11 10 Work effort 10 9 9 7 Content 10 9 9 9 Totals: 100 89 88 85 The highest rated firm was Burn's & McDonnell of Downers Grove, Illinois. Burns & McDonnell's proposal provided numerous examples of successful sewer pumping station rehabilitation projects similar in scale and scope as the proposed work. Examples cited included projects for the Village of Villa Park, Village of Hoffman Estates and the City of Lockport. All references checks indicated that Burns & McDonnell performed well. A copy of Burns & McDonnell's technical proposal is enclosed. Burns and McDonnell designed and provided construction inspection services for three of the Villages previous relief stations that were rehabilitated including the George Street North, George Street South, and Cottonwood relief stations. All projects were completed satisfactorily. In addition, Burns & McDonnell has successfully completed several germane engineering projects for the Village over the course of the last 10 years including the design and construction engineering for the 2020 Water Main Replacement Project on Owen Street, William Street, Albert Street and Louis Street. They also provided design and construction engineering for the 2021 Sanitary Spot Repair Project as well as the rehabilitation of both 1 -million gallon reservoirs at Booster Pumping Station number 5. All of their work has been satisfactory. Each firm was asked to submit a cost proposal as well. Table 2 below summarizes staff's analysis of costs. Firm Hours Total Cost/Hour Costs Burns & McDonnell 209 $30,664.00 $146 Ciorba 353 $49,651.00 $141 Group KI Applied Technologies 440 $74,120.00 $168 The lowest cost proposal was submitted by Burns & McDonnell. A copy of Burns & McDonnell submitted cost proposal is enclosed. It is the opinion of staff that Burns & McDonnell understands the proposed project, has prepared a thorough proposal based on extensive experience, requested a reasonable fee, and is well qualified to perform the work. Staff recommends including a 10% contingency in the award for this proposed contract due to the fact that time spent on construction engineering and inspection can vary due to circumstances beyond the engineering consultant's control. For example, contractor delays, material availability, and inclement weather are all parameters that can lengthen anticipated construction time. Inclusion of a 10% contingency ($3,066) will increase the project award from $30,664 to $33,730. Alternatives 1. Accept Burns & McDonnell proposal for design and construction engineering for the 2022 Lincoln/We-Go Relief Station Rehabilitation Project. 2. Action at discretion of the Village Board. Staff recommends that the Village Board accept the proposal for the 2022 Lincoln We -Go Relief Station Rehabilitation Project design and construction engineering as submitted by Burns & McDonnell of Downers Grove, Illinois in an amount not to exceed $33,730. ATTACHMENTS: Request for Proposals-pdf BMcD_Technical Proposal for the Village of Mount Prospect Lincoln We -Go Rehabilitation Project. pdf BMcD_Cost Proposal for the Village of Mount Prospect Lincoln We -Go Rehabilitation Project. pdf 4 Location Map.pdf Photos—of Existing_Facilities.pdf REQUEST FOR PROPOSALS Professional Services / Lincoln We -Go Relief Station Rehabilitation Project — Design and Construction Inspection DATE: November 9, 2021 FROM: Casey Botterman, Water and Sewer Superintendent Village of Mount Prospect Public Works Department RE: Request for Proposal Lincoln We -Go Relief Station Rehabilitation Project Your firm is invited to submit a Technical Proposal and Cost Proposal to become eligible for a possible interview for engineering design and construction management services for the Village of Mount Prospects, 2022 Lincoln We -Go Relief Station Rehabilitation Project Attached to this memo are: • A list of materials and information that should be included with your Technical Proposal and Cost Proposal (Exhibit A). • A general definition of the scope of work and a schedule of dates and requirements for the selection process (Exhibit B). • An overview location map of the project (Exhibit C) • Pictures of the existing Lincoln We -Go Relief Station (Exhibit D) The Village of Mount Prospect appreciates your interest in this project. Any questions regarding this Request for Proposals can be directed to Casey Botterman, Water and Sewer Superintendent with the Village of Mount Prospect, by phone at 847-870-5640 or email at cbotterman@mountprospect.org. A cover letter along with a Technical Proposal and Cost Proposal (Electronically or by mail) should be forwarded to the following address or email and received no later than 5:00 p.m. on December 13, 2021. The Technical Proposal and Cost Proposal are to be submitted in separate, sealed packages clearly marked Technical Proposal for the Village of Mount Prospect Lincoln We -Go Rehabilitation Project and Cost Proposal for the Village of Mount Prospect Lincoln We -Go Rehabilitation Project. Mr. Casey Botterman Water and Sewer Superintendent Village of Mount Prospect 1700 W. Central Road Mount Prospect, Illinois 60056 cbotterman@mountprospect.org Exhibit A Requirements for Technical and Cost Proposal Agency: Village of Mount Prospect Project: Lincoln We -Go Relief Station Rehabilitation Project Your Technical Proposal and Cost Proposal should include the following information: • Name, address and brief history of firm. • Organizational chart and resumes of key personnel to be assigned to this project. • Related experience during the last five (5) years. • Description of process to accomplish the required tasks of the project. This should include: • An understanding of the project. • Objectives to be met as part of the project. • Your approach to completing the project. • The projected number of hours to complete the project broken down by task and personnel. • A project schedule. • A separate complete cost proposal broken down by task and hours as described in the General Scope of Work. REQUEST FOR PROPOSALS Professional Services / Cottonwood Relief Station Design and Construction inspection Due December 13, 2021 Summary The Village of Mount Prospect (Village) annually rehabilitates one (1) sanitary sewer relief station or one (1) below -grade Smith & Loveless lift station. The designed work will be performed in 2022 and the project let in the fiscal year of 2022. The project will include the replacement of the existing submersible pumps, controllers, electrical and control wiring. Rehabilitate or replace the wet well with a XYLEM TOP package system, replacement of check valve vault pit and the replacement of existing sluice gate and control panel. Background Attachment A depicts the location of the existing Cottonwood Relief station located behind the property of 315 We Go Trail. Attached B depicts the existing sluice gate and pit located at 902 W. Lincoln Street. Attachment C depicts current photos of the wet well, check valve pit, control cabinet and emergency back-up generator. The existing station includes a precast concrete wet well with 2 submersible pumps on guide rails, a structure with check valves, a control panel, SCADA, Automatic transfer switch and an emergency back-up generator. The relief station services over 200 single-family and multi -family residences. Problem Statement The Village seeks a qualified Consultant to provide specified civil engineering services necessary to design, award, and implement a relief station rehabilitation project utilizing contracted resources. The scope and scale of this proposed project will be limited by available funding Project Scope The consultant will provide professional engineering services and provide, at a minimum, the following: Design/Bidding Phase 1. Consultant shall prepare detailed plans and specifications suitable for bidding. Plans and specifications shall conform to all current Village of Mount Prospect, Illinois Environmental Protection Agency, and Standard Specifications for sewer and lift station construction in Illinois design criteria 2. Consultant will make application for and obtain any and all necessary permits IEPA and/or MWRDGC permits. 3. Consultant will answer and resolve any IEPA and/ or MWRDGC concerns or issues with design. 4. Consultant shall supply a detailed engineer's estimate of costs for construction of the project. 5. Consultant shall submit all bid documents to the Village for review and approval prior to distribution. 6. Consultant shall advertise and solicit bids for the proposed project from qualified, capable, and experienced sewer and lift station contractors. The Village will post the bid documents on the Villages website and online bid service. 7. Consultant shall evaluate bids, check references, verify contractor representations, and make a written recommendation for award to the Village. 8. Consultant shall assist the Village in assembling all construction contract documents for necessary for execution of the awarded contract. Construction Management and Inspection Phase 1. Consultant shall conduct a preconstruction conference with representatives of the Owner, Contractor(s), Utilities and other interested parties affected by the proposed construction. 2. Consultant shall provide resident engineers, inspectors, technicians, and surveyors for the project as follows: Provide a Resident Engineer/Inspector (RE/1) for daily observation of the work during the construction period to observe and record construction progress under the general guidance of the Engineer. On the basis of on-site observation, the Engineer will keep the Owner informed of the progress of the work, shall endeavor to guard the Owner against defects and deficiencies in the work of the Contractors, and may disapprove or reject work as failing to conform to the contract documents. ii. Prior to the start of construction, the Consultant shall make a digital photographic survey of the targeted work zone(s) to document existing conditions of both public and private property. The survey shall be conducted at a scale sufficient to note defects in driveways, sidewalks, structures, and landscaping in or adjacent to probable construction work areas. 0 iii. Prepare written daily inspection reports. Reports are to be delivered to Owner in an electronic format. Digital photographs documenting work tasks in progress as well as any potential problems or unusual conditions shall also be included with each report. iv. Assist the Owner in preparation of any necessary change order and/or field directives. V. Process monthly applications for payment submitted by the Contractor(s), and forward to Owner with recommendations for approval and payment. vi. Assist the Owner with the resolution of inquiries, complaints, or concerns raised by residents or the general public. vii. Review shop drawings and other equipment/material submittals as maybe required by the contract documents. viii. Perform a field observation of all completed work before a final application for payment is processed for the Contractor. ix. Revise the original plans in accordance with construction observation records of the Resident Engineer, Inspectors, and the Contractor, and supply the Owner with one set of as -built drawings in a suitable electronic format. Present Work Load A complete tabulation of the Consultant's current project workload is to be included. Each project shall be identified by name, type, size, duration, and personnel assigned. Personnel Professional resumes, including education, work experience, professional credentials, and employment status (e.g. full-time, part-time, years with the firm, job description) for each individual to be assigned to the project described herein should be provided. Disqualification of Proposals More than one proposal for the same work described herein from an individual, firm or partnership, a corporation or an association under the same or different names, will not be considered. Reasonable grounds for believing that any party is interested in more than one proposal for the work contemplated will cause the rejection of all proposals in which said party is interested. If there are reasonable grounds for believing that collusion exists among the parties submitting proposals, the proposals of the participants in such collusion will not be considered. Licenses Each party submitting a proposal shall possess all necessary federal, state, and local licenses as are required by law, and shall furnish satisfactory proof to the Village upon request that the licenses are in effect during the entire period of the Contract. 10 Award of Contract The award of any Contract may be made to the Consultant who submits the proposal which is in the best interest of the Village as evaluated by Village staff. Such evaluations will include the experience of the Consultant, capability of the Consultant, and other factors deemed by Village staff to be in the best interest of the Village. In addition, the Village reserves the rights to accept or reject any and all proposals, to waive any informality in any proposals, and to accept any proposals considered advantageous to the Village. Proposals Proposals should be addressed to: Casey Botterman Water/Sewer Superintendent Mount Prospect Public Works Department 1700 W. Central Rd., Mount Prospect, IL 60056. Proposals can also be delivered via e-mail (cbotterman@mountprospect.org). Proposed Schedule Submit proposals December 2021 select firm December 2021 award contract to consultant January 2022 2021 Kick-off meeting January 2022 Submit preliminary plans to Village February 2022 Submit final plans to Village March 2021 Bid Opening April 2022 Construction May- Oct, 2022 Substantial completion November 2022 Post project review December 2022 11 . . � . ----------- }±r°/ ;,y\1411111 z7 / © )\ / \ \ « < : 1 / »z.� d ,/> ^°NMI \? ^ }»z: , ". . ■Ea 12 BURNSMCDONNELL. December 13, 2021 Casey Botterman, Water/Sewer Superintendent Village of Mount Prospect 1700 W. Central Road Mount Prospect, IL 60056 IRT PirolposM for PirofessiloinM Services ,- Uincodin We -Go Relfief Stat1oinRelhalbi1iftatiloin Project 11 IDesilgin and Irn lruu 'tli lrn Mspectiloin Dear Mr. Botterman: Maintaining wastewater infrastructure in a fiscally responsible way can be challenging for municipalities like the Village of Mount Prospect (Village). Meeting this challenge requires a strong partner that understands the goal of rehabilitating the Lincoln We -Go Relief Station while maintaining wastewater flows for over 250 residents. Burns & McDonnell understands the objectives for this project and is qualified to provide the design and construction services outlined in the November 9, 2021 request for proposals. In addition to the services requested in the RFP, our approach includes steps to address the need for bypass pumping, rehabilitation of the existing wet well and the replacement of the station's controls. We bring the following advantages to the Village: IPirovein'Tirack IRecoird of IDefiveiriling Projects to the Village Burns & McDonnell brings a unique perspective given our track record of delivering successful projects to the Village. We have worked with you for over a decade to plan, design, and construct improvements to your wastewater system. We understand Village standard contract documents and construction details. We have provided similar scopes of work for you on the Cottonwood, George Street North and George Street South Sanitary Relief Station projects. Our familiarity makes us a reliable partner. Unique aue Kn l f the Vfllllage's Lift t tii n Burns & McDonnell has a long history supporting the Village with design and construction improvements of the Village's lift stations. With our experience at the Cottonwood and George Street stations and having added a new emergency generator station, and providing electrical upgrades at the Village's other relief stations, we know the issues that are most important to you, like managing cost and delivering well -coordinated projects. Experience 1th IDesilgin & Construction for the Village Our core design team has experience successfully providing design and construction services for the Village. Most recently, Randy Patchett and Stephen Crede provided services to the Village for the Cottonwood, George Street North and George Street South Sanitary Relief Station Design and Construction projects, including replacing existing sanitary relief stations. They delivered these projects on schedule and within budget. Enclosed, please find our submittal in response to your request for proposals. Feel free to contact me if you have any questions. Sincerely, a 54 Randall L. Patchett, PE I Department Manager 630-724-3276 1 rDatchettfa�burnsmcd,com 1431 Opus Place, Sulte 400\ Downers Grove, IL 60515 0 630-724-3200 \ burnsmcd.com 13 Com p i IPiro-flMe Project Approach & Me-thoddogy onrom Project -teaim Organizational chart Resumes Suimimairy of past experience Present Woirlk ILoad Cost IpirolposM (selpairate eirnaill attadhirneint) 14 15 Company Profile At Eli.Arn.s & McDonnell, o�..ar engineers, cc.}n.st.ruct.ion professionals, scientists and cons Lilt:ant:s do rnore than sirnply Elan, design and con sLn.act., With a rni s sign �.anchanged since 1898 __ C.O make cur clients s(.acce sh.al __ oLAr rnore khan 7,600 professionals partner with yc]ta I:o take or) the Loughesi: challenges, constantly working Lo rnake the world an ever) rT7ore arnazing place., IL IA Presence l th of Staff Based in Kansas City, Missouri, Burns & McDonnell has more than 55 offices nationwide, allowing us to provide innovative, timely and cost-effective service to clients. With over 7,600 employee - owners, Burns & McDonnell has professionals with extensive experience in a wide range of engineering, construction and environmental disciplines. Locally, Burns & McDonnell has been providing water services to municipal clients in northeastern Illinois for over 25 years. We have local offices located in Downers Grove and the City of Chicago with a combined staff of over 400 professionals. We anticipate that all of the services in the request for proposal will be provided by staff located in our Downers Grove office. We will call upon national experience as required. Our ®owners Grove office location: Burns & McDonnell Engineering Company, Inc. 1431 Opus Place, Suite 400 Downers Grove, Illinois 60515 630-724-3200 1 www.burnsmcd.com Top Design Firms Engineering News -Record Midwest (2021) Top 100 Design -Build Firms Engineering News -Record (2021) Top 500 Design Firms Engineering News -Record (2021) Wastewater Treatment Engineering News -Record (2021) fonstruction Management -for -Fee Firms Engineering News -Record (ZO21) irl it te Stiruc'tuire & Seirvliices We provide comprehensive services that cover the full life cycle of a project, finding cost-effective solutions to meet your specific needs. Our services cover all markets in the engineering and construction sectors to bring you and your projects seamless breadth and depth of knowledge and skills. Water Commercial, Retail & Transportation Institutional Environmental Manufacturing & Construction Industrial Aviation v Oil & Gas Governmental, Military v Power & Municipal Ilindus'tiry Rainkilingseco iniutlion Burns & McDonnell has a reputation for providing quality service and innovative solutions to clients. Engineering News -Record (ENR) ranks Burns & McDonnell in the top 2 percent of the leading 500 US design firms and the top one-third of the leading program management firms, design - build firms, construction management -for -fee firms and construction management -at -risk firms. BURNS &MMONNELL 0 16 Ilin 2021, IEINIR (Midwest rainIked Il uirins & McDonnell as the INe, I '1%IR IDesii in Firm. Also, in 2021, 29 of our specific industry services earned spots in the top 30 in their field in ENR's industry -specific rankings. The Professional Services Management Journal (PSMJ) has presented Burns & McDonnell rRr��OOCUFI*^with the Premier Award for Client Satisfaction multiple times since its inception. The award recognizes A/E/C firms that go above and beyond in client communication, project delivery performance, and cost-effective solutions and receive award-winning ratings in key client service categories. PSMJ, the leading publisher, trainer and consultancy to the A/E/C industry, annually conducts an independent survey of A/E/C service provider clients to determine overall satisfaction levels in seven categories: helpfulness, responsiveness, quality, accuracy, schedule adherence, budget adherence and scope and fees. Commitment'tom QualRty Delivering quality work is a cornerstone of our firm. Backing the skills, knowledge and experience of our professionals is our robust Quality Assurance/Quality Control (QA/QC) Program. Providing the framework to confirm our project excellence, our QA/QC Program includes check and balances based on lessons learned throughout or more than 118 -year history and the experience of our employee -owners. We perform risk reviews to identify, assess and develop plans to mitigate risks and create project instructions, which include scope and responsibilities, schedule and budgets and project -specific requirements. We build six -step internal quality reviews into project schedules that involve regular coordination meetings and evaluations by experienced professionals at strategic milestones throughout the design and construction processes. Irn Im'ii't IVB a IVU ' 't 't leu llllla a of u int Prospect Our mission is "to make our clients successful", and we accomplish this by developing long-term relationships based upon mutual respect, technical competence and responsiveness. Burns & McDonnell is 100% employee -owned, and our clients tell us they see our pride of ownership in our work. Over 90% of our work is repeat business with existing clients, which demonstrates their level of satisfaction with our services. Burns & McDonnell has been successfully providing consulting, design and construction services to the Village for 17 years. Our proposed staff are experienced in working with the Village on similar projects. We keep projects on budget and on schedule while maintaining effective communication. We pride ourselves on being qualified and responsive. We value our partnership and look forward to continuing to serve the Village of Mount Prospect. BURNSMSDONNELL u 17 18 Project Approach & Methodology BACKGROUND Based upon our review of the November 09, 2021, Request for Proposals (RFP), it is Burns & McDonnell's understanding that the Village of Mount Prospect (Village) wishes to engage the services of a professional engineering consultant to provide design and construction engineering services for the Lincoln We -Go Relief Station Rehabilitation Project (Project). The existing relief station includes a pre -cast concrete wet well with two submersible pumps (117gpm, 28 feet TDH ea.) connected to a valve structure with a 4 -inch diameter force main, which discharges into a sluice gate structure. The sluice gate is partially open and does not operate. The intent of the sluice gate is to close when the MWRDGC interceptor surcharges, preventing backflow into the Village's conveyance system. An emergency backup generator is located adjacent to the relief station control panel. This relief station provides relief during rainfall events in which the infiltration/inflow or restriction at the MWRDGC discharge causes sanitary sewer surcharges. After reviewing the RFP and our meeting with the Village in the field on November 15, 2021, we understand the project includes the replacement of the existing pumps, floats, controllers, electrical and control wiring and the rehabilitation of the existing wet well and valve structure. The existing wet well structure is to remain but with cleaning and epoxy coating of the interior. The existing pumps, guide rail and other appurtenances will be replaced with a XYLEM TOP package system. The pump SCADA BURNS &MMONNELL a controls should include the ability to remotely monitor and operate the pumps. Currently, there is only an alarm status. The existing concrete pad at the surface is to remain with a new hatch. The valve structure is to remain with the interior cleaned and epoxy lined. All equipment within the structure (force main, valves, check valves) is to be replaced with valves and check valves consistent with the XYLEM TOP Package system. The existing concrete pad at the surface remains with a new hatch. As part of the project, the Village requests that the plans include cleaning and relining the existing force main. The sluice gate structure is to remain. However, the sluice gate, operator and floats are to be replaced. In addition, the 4 -inch force main entering into the structure through the east wall is to be replaced from just outside the structure, through the wall and the vertical component inside the structure. Currently, the sluice gate structure has two floats: high level on and low level off. The new equipment should include communication through SCADA indicating position. 19 The control panel and interior panels are to be replaced. Currently, the ATS panel is located outside the west control panel wall and is to remain with a new west entrance into the new control panel. In addition, a mobile generator connection is to be provided with the new control panel. Access to the site is off W. Lincoln St., west of Lincoln Middle School, through an easement between two residential properties. The easement also includes the force main and the valve structure for the sluice gate structure. The sluice gate structure is located within the Lincoln St. north ROW. The services required for the project will include the preparation of bid documents, permitting, bid phase services and construction management and inspection for the Village -owned relief station located behind the residential property at 315 We - Go Trail. PROJECT APPROACH Burns & McDonnell's approach is to provide design and construction engineering services required to deliver an efficient, quality project to the Village while minimizing the impact on all stakeholders. We intend to accomplish this through proactive project management and coordination with the Village. Our proposed project manager, Randy Patchett, will manage the project and has managed numerous Village projects. We will confirm the Village's objectives can be met, and project schedules are realistic. We will work with the Village to develop an efficient plan for completing the project on budget and on schedule while minimizing impacts to the public. Clear, concise communication with project stakeholders will be critical to the public and Village's perception of the project. Some key considerations are presented in the following paragraphs. Project Kick-off Meeting It will be essential to have a project kick-off meeting before initiating any project work. The purpose of the kick-off meeting will be to establish lines of communication, review the project scope, document that the Village's objectives have been identified and discuss the critical path to meeting those objectives. In addition, Burns & McDonnell will review existing project documents, prepare a formal request for information (RFI) for any missing information, and review permitting requirements prior to the meeting. Environmental Impact/Clean Construction Demolition Debris (CCDD) Based on the proposed work and the location of the relief station, Burns & McDonnell does not anticipate any soil contamination being present at this location. Therefore, we have not included any hours to prepare a preliminary site investigation or a preliminary environmental site assessment. However, some excavation work is likely to be performed, and the spoils will need to be removed from the project site. For the contractor to properly dispose of this material, it will have to be tested for pH. Historically, the Village has performed these tests in-house to control costs. Therefore, we have not included any effort in our proposal for the pH testing. Burns & McDonnell will complete the LPC -662 form for the Village's signature as the waste generator. Should any enviiiroirnirneirntall lissues The encountered duuirling construction, IBuirns & McDonnell has oveir 50 enviiir nimentall staff tin ouir IDowineirs Grove office t assist the Viillllage, Regulatory Agencies & Permitting Based on our review of the RFP, Burns & McDonnell anticipates that permits will be required from the Metropolitan Reclamation District of Greater Chicago (MWRDGC) and the Illinois Environmental Protection Agency (TEPA). Our project team has experience coordinating with both IEPA and MWRDGC in general and specifically on projects for BURNS MMONNELL 0 20 the Village. We anticipate that permit acquisition will be a key component in meeting the Village's schedule. Upon receipt of the notice to proceed, we will make this a top priority. We anticipate maintaining the current pumping capacity of the relief station. Construction Staging We noted the relief station is in a grass field area behind the residential houses and west of the middle school during our site visit. The site access is through an easement between two Lincoln St. residential properties. There is an area available or a staging area, but it will be critical that the contractor secures their working area and materials after each day. In addition, construction debris must be kept to a minimum not to impact the residents, school operations or resident safety. As part of the requirements for the project, we will create a construction staging plan during the design phase to address these concerns. reconstruction Videotaping Prior to the commencement of construction operations, the existing conditions at the project site should be documented via videotape. The contractor must complete and submit this in a sufficient amount of time to be reviewed before the start of construction. It is recommended that the contractor and resident engineer are present during the videotaping to verify the appropriate information has been recorded. Properly documented existing conditions will assist in mitigating potential construction -related issues between the contractor, the Village, and the public both during and after construction. Bypass Pumping The proposed improvements to the existing relief station may require the use of a bypass pumping system during rainfall events as typical wastewater flow bypasses the relief station. Our project team will develop a performance specification for the bypass pumping that will provide the Village with continued use of the Lincoln We -Go Relief Station during construction. The specification will address pumping capacity, temporary connections, security, notification system, noise abatement, etc. 114 BURNSWDONNELL 0 IDesilgin Eingfineeiriling & 11311d Phase Irvil Task 1; Project Coordination IKick-off IMee'ding„ Coordinate and conduct a project kick-off meeting to introduce key project team members, review the scope of work, Village budget, objectives, information and coordination that will be required. Project Mainagerrient., Complete project management and administrative tasks. ID siic in IlReviiew Meeting. Coordinate and conduct one project status meeting with the Village to review the preliminary plans and specifications. Task 2e Preliminary Design IExistiling Data Review, Request and review existing data pertinent to the project. This is anticipated to include as -built drawing, some attached to the RFP, provided by the Village for the Lincoln We -Go Relief Station. IFielld Investigation. Review Village provided as -built drawings against the actual conditions in the field to identify any conflicts between the two that might impact the design. Utility Coordination. Burns & McDonnell will contact J.U.L.I.E. and request maps of all existing utilities located in the vicinity of the project site. Preliminary IPlains wind Speciflications. Burns & McDonnell will utilize the information collected in this task to develop preliminary construction drawings, a preliminary packaged pump station specification, and a list of remaining specifications. We will use the Village provided as -built drawings as the base files for the proposed improvements. Plans will use aerial background and site photos with design notes eliminating the need for site design topographic survey requirements. Task 3a Fina/ Design Construction 11311d IDocuimeints„ Prepare final construction bid documents considering any comments received from the Village as a part of the preliminary design review meeting. These documents will be developed considering the Village's procurement requirements, general conditions, bid documents, insurance requirements, and performance and payment bonds. ualliity Assuiraince„ Burns & McDonnell will implement its internal QA program for this project. A detailed technical review will be performed by independent senior Burns & McDonnell staff and not members of the project team. 21 Task 4: Engineer's Opinion of Probable Construction Cost Burns & McDonnell will submit an Engineer's Opinion of Probable Construction Cost at both the preliminary and final design stages. The cost will be submitted in a format acceptable to the Village that is determined as a part of Task 1. Task Sa Permitting Support Burns & McDonnell will assist the Village in preparing applications as necessary for the IEPA and MWRDGC. Permit applications will be submitted with the preliminary plans and specifications in Task 2. Permit application fees are not included in this proposal. Task 6. Bid Phase ,support (Provide Bid IDocuurneirnts„ Electronic copies of the final issued for bid documents will be made available to the Village in PDF format for the Village to post on their Demandstar site. Bidders will be able to purchase hard copies of the documents at printing costs. IPre-1131d IMeetiiing„ Burns & McDonnell will coordinate and conduct one pre-bid meeting. IEiiiiing Asslistaince„ Burns & McDonnell will review bidder questions and requests for clarification, respond to questions in writing and prepare/issue addenda as required. IBild Opening, Burns & McDonnell will attend the bid opening. Bid IReviiew and Recommendation. atlion. Burns & McDonnell will review and evaluate bids for completeness, develop and review the bid tabulation, verify contractor representations, check references, and make a written recommendation for contract award. Construction Counteract„ The Village will assemble the construction contract documents for execution of the awarded contract. ern tiructiioin Management Inspection irviices Task 1s Project Coordination IPirecoinstiruuctiloun IMeetiiing„ Burns & McDonnell will coordinate, attend, and conduct one preconstruction meeting with Village representatives, the contractor, utilities and other interested parties affected by the proposed construction. This will include preparation of meeting agenda and meeting minutes. Project IMainageun^ueint„ Complete project management and administrative tasks. Task 2: esident Engineering & Inspection IPireconstiructiioin IPIhotogiralplhns„ Prior to the start of construction, Burns & McDonnell will make a digital photographic survey of the targeted work zone and surrounding area to document existing conditions. This will be done at the same time as the preconstruction videotape with the contractor. Submittal Review, Review contractor's schedule of values, work schedule, shop drawings and other equipment/material submittals as may be required by the contract documents. IPiroJect Administration, Assist the Village in preparation of any necessary change orders and/ or field directives. Process monthly applications for payment submitted by the contractor and forward to the Village with recommendation for approval and payment. Assist the Village with the resolution of inquiries, complaints or concerns raised by stakeholders. Resident Engineering. Provide a Resident Project Representative (RPR) for part-time observation of the work during the construction period to observe and record construction progress under the general guidance of the Engineer. Based on on- site observation, the Engineer will keep the Village informed of the progress of the work, shall endeavor to guard the Village against defects and deficiencies in the work of the Contractors and may disapprove or reject work as failing to conform to the contract documents. Other tasks include: Prepare written inspection reports when on-site. Reports are to be delivered to the Village in an electronic format. Digital photographs documenting work tasks in progress as well as any potential problems or unusual conditions shall also be included with each report. Complete site visits to inspect contractor's work and confirm it complies with the specifications. Task 3. Project Closeout Punch List. Perform a field observation of the completed work before a final application for payment is processed for the Contractor. Prepare apunch list and complete a field visit to confirm items have been addressed. Conforming to ConstiruclUoin IDocuments., Revise the original plans in accordance with construction observation records of the Resident Engineer, Inspectors, and the Contractor, and supply the Owner with one set of as -built drawings in a suitable electronic format. BURNS MMONNELL 0 22 23 Eu/ It N C1 ', .1 J O Z toZ ------------------ ------------------ --------- --- --------------- Mull m� ------------------ ------------- ------------- --------------- ,00 � o Il----------- -------- ------------------------------- ------ --------- L) > ❑ cn o— N N N N N N ry '., N N N 0 N CV N CV CV N N N N N CV N N N N ry N N N U C m 0 0 0 @ @ m O O m @ N @ @ @ U O N N IIIIII� (D V co w r r r r ON r r y N O N N N N � N N � ro N M s N C O ® O O 0 y'+ lily � ` N N N N N N N N ry O N N N N N N N N N N N N N N N N N N m O T/7 4� `G `G Q Q Q Q� LL LL LL ��� 1 Z L y + r r (O r � � r 0 r r Ln N M O O N M Lo e O M r N d I I;,;� r N N N N 0 0 p N N N ..Ln Q C m� N y'+ 43 N N !�2 !�2 O� LO w N NN® LO 0N r SI�IIII o m a� c ca . d 1 1 1 1 1 1 1 1 1 co E r VIVYYY L j o m O IIry m wE o C) m 0 a C m,� w m J = o y > 0 m a,2 U,rn wc @in LL c o a a U O o C) > m, lllilll m V 4 U m Q O Q Q m m c c O @ U LL @ C Q m .N — E E E U o6¢ 0 m �.. c c o> 0 O. O LL .LL LL.LL p,,. O U d N �,. 0 O Q K N. U O +� w' ._ ._ ._ O @ O E LLJ LL ... m c N pp�� E E E E m CO n -a_ O us in U E C� a O- c U a� :? > _c 07 (A U (n (n m p O 0 .6 O N 0 INS I: C @ Q a a-0 O m U m@ � i i C E N C C C c g m m m m N °� C u n N 111111 I U m N N N N c -E C> E Y'+ C C ` ) .a U O) 0 N (0 N LO '� N "O LU m Q Q U U /A U O_ U N N '.. N ''. N N 7 O Eu/ It N 25 Project Team (Every membeir of IBuirrns & McDonnell's (project team its a fullll.-time employee of our fiiirim and has exteinslive experience designing and Inspecting Iliift stations throughout the IMidwest for muirnliciilalllitiies and private sector clliients. IEach member of our piroject lteaunm Ihas exlperlieunce s orlkiing on success -Pull projects that are siirmniillar to tlhe ILiincollin We. -Go Relief Station IRelhalblilllitatiioirn IDesign and Inspection (Project). Our lteam offeirs the follllo iiung valluues„ Employee -owners willing to go the extra mile An enthusiastic and innovative spirit Proven track record with the Village Proven record of serving as problem solvers rather than propagators 100% Commitment to the success of the Village IFaimIjUjairl-ty withthe GIT a & t1his (Project The ideal personnel for this project should have experience completing similar projects, experience with the Village, a strong understanding of the Village's procedures, interaction with project stakeholders, and design and construction -related requirements. Our proposed project team has that experience and knowledge. We also have a long history of supporting the Village with lift station rehabilitation. Some of the advantages the Burns & McDonnell project team offers include: Key members of our project team have a strong, professional working relationship with the Village. Randy Patchett, PE our project manager, Stephen Crede our technical advisor and Caleb Apker, our proposed resident engineer and lead designer have successfully provided design and construction engineering services to the Village on multiple projects. Our key personnel have reviewed available information and have a strong understanding of the project requirements. Some of our experience working on the Village's wastewater system includes: We have successfully completed two lift station design and construction projects for the Village. Randy Patchett and Stephen Crede were both part of our design team for the replacement of the Village's George Street North and George Street South sanitary relief stations. Stephen Crede was the Construction Manager for the construction of these projects. We understand Village standard contract documents and construction details. We understand Village standard contract documents and construction details. Randy Patchett and Stephen Crede were part of our team that supported the Village by adding a new emergency generator station and providing electrical upgrades at the Village's Lincoln Relief Station. Collectively, Randy and Stephen have significant experience with the Village of Mount Prospect for design and construction and have specific experience in the rehabilitation of the Village's existing sanitary lift stations. Team Strlrn tlh A team organizational chart is provided on page 16. The brief bios of key members provided below list proposed roles and the value each will provide to this project. Project Manager IRaundy Patchett, (PIE will serve as the project manager for this project. Randy is well versed in the design and inspection of sanitary relief and lift stations. He will be responsible for project coordination, project scheduling, budget maintenance, project design, overall performance and most importantly, client satisfaction. 114 BURNSWDONNELL 0 26 Technical Advisor Stephen Cirede has over 20 years of experience with project and construction management. He will be responsible for project technical review direction during the inspection and design of the relief station rehabilitation. Stephen has served as the resident engineer or construction manager on over 15 lift station projects for the Villages of Buffalo Grove, Frankfort, Hoffman Estates, Port Barrington, Richmond, Mount Prospect and Villa Park, the City of Lockport and the Fox River Water Reclamation District. Stephen has a proven track record providing construction service to the Village; successful projects include the George Street North Sanitary Relief Lift Station Design and Construction project, the George Street South Sanitary Relief Lift Station Design and Construction project and the Emergency Generator and Electrical Improvements project, which included the Village's Lincoln Relief Station. Design Caleb ApIkeir will serve as the design lead on the project and as the lead designer. Caleb will work directly under Randy and coordinate daily design activities. He has extensive experience with the Village and a strong understanding of Village requirements. IBirliain Giraelbeir will serve as our electrical lead. Brian will be the lead electrical designer for the replacement of all electrical cables and conduit as well as the replacement of the control cabinet. Brian has been involved in the electrical design for numerous pumping/lift stations, as well as emergency generators. This previous experience will allow him to provide the Village with a quality electrical design. Jeff IRulhe will serve as our lead structural engineer. Jeff has performed structural engineering for several Village projects, including the new concrete pads for the new generators and electrical equipment for Booster Pump Stations 11 and 17 and the new concrete pads for the emergency generators at various sanitary lift stations, including Mount Prospect's Lincoln Relief Station. Construction Services allelb ApIkeir will serve as our resident engineer and construction inspector. Caleb has over 6 years of experience providing construction inspection services for municipal projects. Caleb will be responsible for documenting the contractor's daily activities and progress. In addition, Caleb will assist Stephen with the inspection of certain aspects of the construction. Caleb has previously provided construction inspection for the Village on the Tank 5N and Tank 5E Rehabilitation projects. Support Staff The project team presented in this section will be supported by over 40 civil, structural, electrical and mechanical engineers and technicians and over 20 construction personnel as needed for successful completion of the project. An organizational chart and detailed resumes of Burns & McDonnell personnel follow this page. 114 BURNSWDONNELL' 0 27 Orgainlizationali Chart Burns & McDonnell has assembled a qualified, experienced and knowledgeable project tearn to provide engineering services to the Village of Mount Prospect for the [RehabiliLatlon Design and Inspection of the 1--incoln We -Go [Relief Station project. We are confident the team will deliver a project on schedule and within budget, An organizational chart is provided below and detailed res(..jr-nes of Burns & McDonnell personnel follow this page., Village of Mount Prospect (aleb Apker, PE Design Brian Graeber, PE, LEED GA Electrical Lead (aleb Apker, PE Resident Engineer and Inspector Jeff Ruhde, SE, PE Structural Engineer BURNS &MMON NELL 0 28 P, BS, Civil Engineering Reglis-tira-floins 1- Professional Engineer (IL) Years i t lBuirins MdDoininelH 19 Years years of � r Randy Patchett is a senior civil engineer with extensive experience providing consulting engineering services on civil, environmental and hazardous waste projects to municipal, industrial, state and federal clients. Randy's responsibilities include developing and managing projects involving a wide range of services in the areas of water, wastewater, stormwater and flood management, hazardous/mixed waste management and general civil works. His experience includes performing investigations, feasibility studies, computer modeling, global information system projects, master planning, design and construction management. George tir t North and South SainitairyRelflief Stations DeMqin and ns iru-d in II VEHage of IMouin't Prospect Dant Prospect Project imaina eir for the design and replacement of existing sanitary relief stations including replacement of the wet well, mechanical equipment, electrical gears and site improvements. The projects were part of a larger program that included the installation of an emergency generator for this facility as well as a second lift station that will be rehabilitated in the future. st at it Tir timen't I Phint Consolflidation 11 VflHage of Frankfort Frankfort, Illinois Project d1firectoir for the Village of Frankfort's consolidation of three wastewater treatment plants by closing two existing wastewater treatment plants and expanding a third regional wastewater treatment plant. The project includes expansion of the Regional Wastewater Treatment Plant; abandonment of the North and West Wastewater Treatment Plants; and construction of three pump stations and several miles of force mains and sanitary sewers to convey flows from the now - abandoned plants to the expanded wastewater treatment plant. The Village hired four engineering firms to design the improvements while Burns & McDonnell was retained as the program manager. Responsible for planning overall program design and construction sequencing, scheduling, budget tracking, coordination between design and construction entities, resolution of design and construction issues, and meeting the Village's goals for the program. BURNS &MMONNELL 0 29 ILift Station, IP Ir e I alh & Sewer Extension 11 INewport lheimk li IDelpot IReuse Authority (INeCIDIRA) Vermillion County, Indiana IProJect imairna eir for the design and construction of a new sanitary lift station, force main and gravity sewer that will convey wastewater from the Vermillion County Jail to the Vermillion Rise Mega Park in rural Indiana. The project included the installation of approximately 5,000 linear feet of force main and gravity sewer, submersible pump lift station, grinder and valve vault. Served a lead designer for pump selection, site layout, equipment sizing and plan and profile design of force main. Responsibilities included coordination with Owner, various utility companies and production of detailed design documents. alrlriilntole Squaire Lift Sta-floin Relphceirneint II VIChge of Hoffman (Estates Hoffman Estates, Illinois (Project imaina eir for the replacement of an existing 4 -MGD sanitary sewage pump station. The scope of services includes structural and hydraulic evaluation of the existing station, retrofitting the existing station as additional wet well capacity, design of a new pump station and bypass pumping. North Vlflh Lift to-Hoin I e ii Irk 11 ViChge of V14h Park Villa Park, Illinois IPiroJect imairna eir for the replacement of a 5 -MGD sanitary lift station located on North Avenue for the Village of Villa Park. Project included design, bidding and construction phase support. Project required updating a feasibility plan and acquisition of a low interest loan from I E PA. (Route 83 ILlt Station IRelhalbifli-ta-doin 11 VillUage of V111h Park Villa Park, Illinois IPiro,liect imairna eir for the design and construction improvements to the Route 83 Lift Station. The design included removal and replacement of the existing submersible pumps, level sensing equipment, guide rails, discharge piping, control panels, power supply and SCADA modifications. The primary power and communication panels were relocated to an area outside State Highway 83 right-of-way, which allowed Village personnel to maintain these facilities without the potential of current safety hazards. To accommodate power to the lift station during primary feed outage, an emergency generator connection was provided for at the new power panel. A new SCADA control panel was built at a new location with a hard wire connection to the lift station. BURNS &MMONNELL 0 30 P, BS, Civil Engineering Reglis-tira-floins OSHA 10 -HR Construction OSHA 30 -HR Construction OSHA 40 -HR HAZWOPER Designated Erosion Control Inspector IDOT Documentation of Contract Quantities Certified FermiLab Electrical Safety Certified FermiLab Radioactive Safety Certified Years with lBuirins & MdDoinindli w 14 Years 10 A 22 / years of Stephen Crede serves Burns & McDonnell as a project manager and manages construction management services. He focuses on water, wastewater, stormwater and transportation projects for municipal clients. Stephen has served as a construction manager and resident engineer on numerous projects providing construction inspection, layout and project oversight. In addition, he has extensive experience in water main, storm sewer and sanitary sewer design for land development and public works projects, using AutoCAD software. George Stireet South andINorth SanitaryI eliiief Stations e ii in and Constiruc-doin 11 VIdUage of Mount Prospect Mount Prospect oinstirunctli irn imaina eir for the design and replacement of existing sanitary relief stations including replacement of the wet well, mechanical equipment, electrical gears and site improvements. The projects were part of a larger program that included the installation of an emergency generator for this facility as well as a second lift station that will be rehabilitated in the future. INorth Phint lieu e Tr in -feir Station 11 IFox ii eir Water IRechimation Nstidct (IFI IRI ) Elgin, Illinois Resident einllineeir for construction of FRWRD's Sludge Transfer Station. Project was the final phase of improvements to allow FRWRD to convey waste sludge between the North Plant and South Plant. The facilities that were designed included modifications to the existing plant to automate primary sludge draw off and pumping facilities to convey waste sludge from the plant. Irlriiln t in Squaire Sanitary Lfft tii In 11 VilHage of Hoffman (Estates Hoffman Estates, Illinois Resident einliineeir for the construction of the abandonment of an existing dry pit lift station, wet well retrofitting, installation of new submersible sewage pumps and electrical improvements that included an emergency generator for the three 100 -HP at the facility. Briggs tireet Sanitary Lift t tii in 11 City of Lockport Lockport, Illinois IPirject einliineeir for the addition of a third submersible sewage pump to the existing wet well, design of a new lift station to handle sewage flows from new residential development and electrical improvements that included an emergency generator for the existing and new lift station facilities. BURNS &MMONNELL D 31 BS, Electrical Engineering BS, Computer Engineering MS, Electrical Engineering, is Brian ray er 1 ., L > D GA years of Electrical Design experience Brian Graeber has completed multiple electrical and I&C projects across various industries. His broad knowledge base allows him to take on complex projects and provides valuable experience to any team. Notable design experience includes industrial low and medium voltage distribution systems, water/wastewater treatment plant instrumentation and control, control schemes for large stormwater projects, and power system studies. Power Geyer Pump Station 11 -L ILoulis I SID Regilstiratilloins St Lords, Missouri Professional Engineer (IL, MO, IEllec'miriicall Ileal for the rehabilitation of an existing 1.4 MGD sanitary NY, OH) pump station. The pump station required a complete replacement of LEED Green Associate the electrical service, backup generator, automatic transfer switch, and OSHA 10 -HR Construction control panel. The new pump station will have three 75 HP submersible Certified pumps, a 150 KW natural gas generator, and a 300 amp electrical service. airs will-th lBuirinsteIr Pump Statilloin 11 V111lage of Vollo McDoininell1l Volo, Illinois 2 Years IEllectiriicall Ilead for the addition of a skid mounted booster pump station for the Village of Volo. The booster pump station replaces the existing well pumps and water treatment system with a connection to the NSMJAWA distribution system. The design required an addition to the existing motor control center and specification of the controls for the skid mounted pump station. Transfer Pump Station and UV Ea illlil-ty 11 Illlllilln ii American Water East Ste Loads, Illinois IEllectiriicall Ileal for the design of a 40 MGD pump station and medium pressure high output UV treatment facility at the East St. Louis plant. This design also included 480 VAC substations to provide low voltage distribution for the transfer pump station, high services pump station, and other planned plant upgrades. elri malk Pump Station IEll ctirpl all limproveiments�� Chicago ppalrtimelnt of Water Chicago, Illinois IEllectiriicall ein iiineeir for the predesign phase for the rehabilitation of a 1930's vintage 300 MGD water pump. The predesign analyzed system hydraulic and capacity. Motor control requirements and load BURNS &MMONNELL 0 32 BrianT, Electrical Design calculations were developed to match the system needs. Multiple electrical distribution and motor control options were provided to the client for evaluation. These options provided space allocation for utility vaults, medium voltage switchgear, medium voltage variable frequency drives, and diesel backup generators. Tir atimen't Ipllaint 11 Milssouirli Aimeirlicain Wateir Jefferson City, Missouri IEllectiriicall eingiiineeir for the predesign phase of an extensive plant upgrade. This 6 MGD plant required a complete replacement of the exiting 13.8kv electrical distribution system, high service pump station, sedimentation, and filters. The predesign report included phased single line diagrams to provide reliable service through the multi -phase project. The proposed low voltage distribution system consolidates backup generators, provided enhanced redundancy of the utility sources, and reduced specialized maintenance requirements. General requirements were also provided for electrical equipment for improved safety, reliability, and maintainability. ILeimay 3 Pump Station 11 St. ILouls IMSID St. Louis, Missouri Instrumentation and cointir ll eingiiineeir for 200' deep, dry pit sanitary pump station rated at 15 MGD. The pump stations was designed to convey sanitary flows from the Jefferson Barracks Tunnel to the Lemay treatment plant. The I&C design provided redundant communications and control processing. The six influent pumps required medium voltage motors and motor control along with extensive monitoring for safe pump operation. Dewateirling puurnp Station 11 St. IL uuius I SID St. Louis Missouri Instrumentation and cuintir ll eingiiineeir for 220' deep, cavern combined sewer pump station rated at 100 MGD. The pump stations was designed to convey store combined sewer overflows from Lower River Middle River Des Peres Tunnel to the Lemay treatment plant. The I&C design provided redundant communications and control processing. The nine influent pumps required medium voltage motors and motor control along with extensive monitoring for safe pump operation. Extensive vibration and temperature monitoring was provided to protect critical assets. BURNS &MMONNELL 0 33 P, BS, Civil Engineering Reglis-tira-floins Engineer -in -Training IDOT Documentation Certification of Contract Quantities NASSCO PACP/LACP & MACP Certified Caleb r 06 Lead Designer/Resident Engineer/ years of Inspector experience Caleb Apker works as a project engineer on water, wastewater and stormwater projects. He has played significant roles in numerous projects in his time with Burns & McDonnell. These projects include water main design, infrastructure studies, site development, storm water and sanitary system assessment and design and construction management. His experiences have given him valuable knowledge in key aspects of his field. His passion for learning and taking on responsibility makes him a valuable asset to a project team. ireein ILe -f aind lBusse Pump Stations elh aKIN iit t !loin II VIIIIIage of Elk irve VIIIIIIage Elgin, Illinois Construction management services: The Village of Elk Grove Village selected Burns & McDonnell to provide engineering design and construction services for the rehabilitation of Greenleaf Pump Station and Busse Highway Pump Station. Both pump stations have a capacity of approximately 4.3 mgd. The rehabilitation includes the replacement of the power supply, motor control center, switching gear, instrumentation and control components and the standby generator. IFlood C i tir ll I r jet oin -t Iliie Cireelk 11 I etir 1p lliit i Water I e ll i til i ii tirii t Oak Forrest & Midlothian, Illinois Project eingllineeir for a flood mitigation project along Natalie Creek which traverses overland for approximately 15,800 feet through the City of Oak Forest and the Village of Midlothian. The project included a detailed analysis of flood mitigation alternatives, which included detention basins, diversion conduits, channel widening and streambank stabilization. Responsibilities included field investigation, hydraulic modeling, permitting support, utility relocation design, detention basin design, traffic control design and CAD file responsibilities. WastewateirTireatimein't Plant firnpiroveimein-ts 11 Vill1lage of int ull Rantoul, Illinois IPiroject eingliineeir for the design of upgrades to the Village of Rantoul's wastewater treatment plant. The project included the addition of a chemical phosphorus removal system and new anaerobic digester and digester building. Responsibilities included construction management for repairs to anaerobic digester and digester building. BURNS &MMONNELL 0 34 Caleb Apker Resident Engineer/Civii/Site Inspector Station 51E Ground StoirageTaink RelhalbUlftation ViIIIIage of Mouint Prospect Mount Prospect, Illinois IPiroJect eingliineeir and resident eingliineeir for rehabilitation of a 1 -MG ground storage tank in the Village of Mount Prospect. Project included blasting and recoating the interior, complete beam replacement, electrical modifications, and spot -blasting and over -coating the exterior. Responsibilities included bid document preparation and bid services. West lPiressuire Zoine,- I iu INI In 'Trains irniss IV In iiln 11 Ofty of IEIIi in Elgin, Illinois Project eingliineeir for the installation of over 5,500 linear feet of 24 - inch water main, over 300 feet of which was installed via jack and bore method beneath an existing railroad. The project included storm sewer removal and replacement as well as bike path removal and replacement. Responsibilities included preparation of bid package, CAD drafting, traffic control design and permitting assistance. eek lBairin IU t Sta-doin & SainlitairyIr 11 Clity of ElIgifin Elgin, Illinois Project eingliineeir„ Worked on the replacement of a 15 -inch diameter storm sewer via open trench and sliplining methods. The project addressed a portion of storm sewer that had collapsed in a residential area of Elgin, Illinois. Responsibilities included lead design, site investigation, flow monitoring, sewer televising review and preparation of plans and specifications for bid. BURNS &MMONNELL 0 35 29 Structural Engineer experience Jeff Ruhde serves Burns & McDonnell as a senior structural engineer and program manager including design, construction management and program management of water and wastewater projects in the Chicago metropolitan area and projects in other locations. BS, Civil Engineering Il albelllla Dirafinage limproveiments Project II Vill1lage of Reglis-tira-floins I 't Prospect Structural Engineer (IL) Mount Prospect, Illinois Professional Engineer (IL, IN, WI, IEiniiineeir of irec ird for the structural modifications associated with TX, OH) construction of approximately 17,400 ft. of combined sewer in the LEED Building Design & Isabella Street area via the installation of a relief sewer ranging in Construction size from 12 -inch to 96 -inch. The project includes the replacement of portions an existing junction chamber to accommodate the connection of a new 84 -inch sewer. Boosteir Pump I tatil Irk 11 & 17 Backup G nerator 11 lulllla a of u in't Prospect Mount Prospect, Illinois ILead Structural einglineeir for the design of a backup generation system for Village's pumping station. The project included sizing and specifying new 800 -kW diesel generators, designing of new service entrance switchboards, design of a new service entrance, and design of an aboveground 4,000 -gallon double walled fire safe storage tank and all associated monitoring. I aintoull ate atelr ' Ireatirnel 't I Ilain't limproveiments lulllla a of IRaintoull Rantoul, Illinois ILead Structural ein iineeir for the upgrade of the existing plant to allow for the required reduction in phosphorus levels at the plant. The project includes the installation of a new 60 ft. diameter anaerobic digester with an attached masonry chemical building. The building featured a combination joist and hollow core precast panel roof and a containment area built into the floor system with platform and stairs over the containment. Responsible for design and plan production for digester, building and all foundations. BURNS &MMONNELL 0 36 Structural Engineer AllirIll-te WateirTireatiment Plaint limproveinneints 11 City of IEII it Irn Elgin, Illinois ILead Structural ein iiineeir for construction management team. Reviewed shop drawings for reinforcement and equipment for aeration basin, two solids contact clarifiers, a recarbonation basin, associated site piping, valve vaults and buildings and performed site inspections of rebar placement and formwork. IMetiropollitain Water IRedlaimation I istlril t of Gireateir hIl (I I Chicago, Illinois ILead structural einiiineeir responsible for plan preparation for improvements to MWRDGC facilities. Improvements included a 22 ft. tall extension of a dewatering shaft at Mainstream Pumping Station and a 10 ft. extension of a drop shaft as well as providing improved anchorage for a manhole and hatch at the DS -N20 Drop Shaft Site. IRelhalbillitatilloin of Pump Station #14 11 IIIIIIili n li Department f Tr in I Ir -t -dm (IIIA T) Cook County, Illinois Structural einiiineeir for the rehabilitation of IDOT Pump Station #14 project. This project involved a station evaluation, design and construction observation services. The building, wet well and dry wells were rehabilitated. Responsible for all structural design of the new discharge chamber, masonry building reconstruction, new equipment slab, trolley beam, and a retaining wall. I Ir j t In -t II Irnin 11 Unlilleveir Hammond, Indiana ILead stiruuctuuirall einiiineeir for replacement of three production systems consisting of rework hoppers, screw conveyors, melt tanks, agitators, transfer pumps, piping, instruments, and electrical components. Designed platforms and stairs to access tops of melt tanks and evaluated existing structure for revised equipment loads Mainstream Tunnel. BURNS &MMONNELL v 37 38 SANITARY iFT STATION (ONDITION ASSESSMENT,iRESIGN R T i i Village of (Mount Prospect (Mount Prospect, IIIL The Village of Mount Prospect's separate sanitary sewer system includes submersible and flooded suction sanitary sewer lift stations that ultimately discharge into MWRDGC interceptors. While the Village had diligently maintained these stations; significant rehabilitation of these stations had not been performed since the stations were installed approximately 50 years ago. The Village contracted Burns & McDonnell to perform a detailed condition assessment of three lift stations including the Fairview Lift Station, Cottonwood Lift Station and the Huntington Lift Station. Burns & McDonnell completed a detailed condition assessment that included the following Utility Service: A review of the existing utility service was completed with an emphasis on transformer age/condition and redundancy Electrical: Assessment of electrical components, instrumentation/controls and SCADA Mechanical: Assessment of mechanical components including pumps, pipes and valves Structural: Assessment of structural condition of dry well and wet well. Stations were "can" type prefabricated steel stations with concrete wet wells. Hydraulic capacity was assessed and draw down testing performed. A condition assessment report was prepared and submitted to the Village. Based on the assessment the City decided to abandon the dry pits and convert all three of the lift stations into submersible stations. The Village also decided to install emergency back-up generators at each station. Burns & McDonnell provided design, bidding and construction phase services for the procurement and installation of emergency generators at each station. Project Statistics Client Name I Village of Mount Prospect Completion I Ongoing Project Reference Sean Dorsey, Director of Public Works 1700 W. Central Road Mount Prospect, Illinois 60056 847-870-5640 SDorsey@mountprospect.org Services rove Condition Assessment Surveying Preparation of Contract Documents Permitting Bid Phase Services Construction Engineering Services Burns & McDonnell is currently providing design phase services for the conversion of the Cottonwood Lift Station. We have also been contracted to provide bid phase and construction services. Project is on schedule and on budget. BURNS &MMONNELL 0 39 Village of Villa Perk I Villa Perk, IIIL The Village of Villa Park contracted with Burns & McDonnell for design and construction services for the improvements to the Route 83 Lift Station. The lift station was located within and adjacent to State Highway 83, presenting maintenance challenges. The lift station facilities were outdated and well beyond their useful life. The design included removal and replacement of the existing submersible pumps, level sensing equipment, guide rails, discharge piping, control panels, power supply and SCADA modifications. The primary power and communication panels were relocated to an area outside State Highway 83 right- of-way, which allowed Village personnel to maintain these facilities without the potential of current safety hazards. To accommodate power to the lift station during primary feed outage, an emergency generator connection was provided for at the new power panel. A new SCADA control panel was built at a new location with a hard wire connection to the lift station and a new radio tower. The new facilities were built keeping the lift station in-service during the construction period. BURNS &MMONNELL ° Project Statistics Client Name I Village of Villa Park Completion Date 12016 Project Reference Vydas Juskelis, Director of Public Works 20 S. Ardmore Ave. Villa Park, Illinois 60181 630-834-8505 juskelis@invillapark.com 40 The Vermillion County Jail's existing septic system was failing, and the County began considering other options for wastewater treatment. The nearest wastewater treatment plant was owned by the Newport Chemical Depot Reuse Authority (NeCDRA). Vermillion County contacted the NeCDRA about the possibility of connecting to the NeCDRA's sewer system and having wastewater from the jail treated at the NeCDRA's wastewater treatment plant. The NeCDRA contracted with Burns & McDonnell to provide detailed study, design, permitting and on-site construction management for the installation of a new sanitary lift station and force main to convey wastewater from the jail to the NeCDRA sanitary sewer system. An extension of the NeCDRA gravity sanitary sewer was also completed. Burns & McDonnell was also asked to evaluate the impact of the additional wastewater loading on the NeCDRA's wastewater treatment plant. The project included design and construction of a new two hundred gallon per minute duplex submersible sanitary lift station in a new wet well, a new vault containing a grinder between the jail and lift station, approximately 2,700 feet of 6 -inch diameter HDPE force main installed by horizontal directional drilling, 6 -inch appurtenances such as plug valves, check valves, dismantling joints, combination air relief valves and a new bypass valve vault. The project also included approximately 300 feet of 20 -inch diameter steel casing pipe installed via jack -and -bore beneath Indiana State Route 63. Ten new sanitary manholes along with approximately 2,300 feet of 8 -inch diameter PVC sanitary sewer were also installed. The existing electrical and mechanical equipment was removed from the existing wet well and the wet well structure and septic tanks were abandoned. BURNS &MMONNELL 0 Project Statistics Client Name I Newport Chemical Depot Reuse Authority (NeCDRA) Start Date 12013 Completion Date 12016 Cost 1 $550,000 Services rove Study Hydraulic Modeling Topographic Survey Geotechnical Investigation Design & Construction Services Cost Opinion Preparation Bid Phase Support Environmental Services Burns & McDonnell coordinated with Vermillion County, the Indiana Department of Transportation (INDOT), the Indiana Department of Environmental Management (IDEM) and NeCDRA for acquisition of all permits and access agreements for the project. 41 OWNER'S �E�NG�l�N�E�E�R�l�NG-j�P�ROG�RA�M MANAGEMENT FOR PUMP STATIONS & FORCE MAINS Village of Frankfort Frainkfoirt, III_ Burns & McDonnell is providing owner's engineering and program management services to the Village of Frankfort, Illinois for their Wastewater Treatment Plant Consolidation (WWTP) Program. The Village currently owns and operates three WWTPs. Due to high capital and operating costs required to continue operating all three WWTPs, the Village is in the process of abandoning and demolishing two of the WWTPs and transferring flow to the third WWTP, which is being expanded. Demolition of the two existing WWTPs required construction of a total of three pump stations to transfer flow to the expanded Regional WWTP. The pump stations were rated for design average flows of 0.87 -MGD, 1.5 -MGD and 3.6 -MGD, respectively. The pump stations were rated for maximum wet weather flows of 15.34 -MGD, 18.58 -MGD and 19.4 - MGD, respectively. Approximately 4,400 feet of 16 -inch diameter PVC force main, 3,700 feet of 24 -inch diameter PVC force main, 4,400 feet of 24 -inch diameter PVC sanitary sewer and 2,700 feet of 30 -inch diameter PVC force main are also being constructed to transfer flow from the new pump stations to the expanded Regional WWTP. Ch llengeslSolutlons The Village engaged the services of four engineering firms to complete design of the various aspects of the program. Burns & McDonnell was retained as the program manager and is responsible for overall program coordination, project schedule planning, budget tracking, permit coordination and property acquisition coordination. Burns & McDonnell is also responsible for the review of all design plans prepared by the other engineering firms. In this role, there is significant coordination with the Village, the other engineering firms, regulatory agencies, forest preserve districts, private property owners, BURNS &MMONNELL 0 Project Statistics Client Name I Village of Frankfort Start Date 12015 Completion Date I Ongoing Fee 1 $1.4 million Project Value 1 $20 million Program Value 1 $60 million Services rove Owner's Engineering/Program Management Design Reviews Construction Management 42 City of Shreveport, Louisiana I Shreveport.:, Louisiana Like many communities nationwide, the City of Shreveport, Louisiana has a legacy network of sanitary sewer infrastructure that can sometimes overflow and release dry and wet weather flows into surrounding areas and waterways. Facing an imminent 2026 deadline to comply with a federal consent decree to eliminate these overflows and program costs which have increased significantly during early implementation years, the City of Shreveport, Louisiana, has turned to Burns & McDonnell in 2019 to assist in recalibrating its comprehensive capital program. In 2020, Burns & McDonnell and its WBE/MBE partners were requested to perform a comprehensive evaluation of the City's sanitary wastewater lifts stations. The City currently has 110 sanitary lift stations ranging in capacity from several hundred gallons per minute to over 40 million gallons per day. Approximately twenty (20) of these lift stations were being bypassed using temporary bypass systems because the stations were not functioning due to electrical, mechanical and/or structural failures. The first task that Burns & McDonnell undertook was to prioritize getting stations that were on bypass rehabilitated to a sufficient level to remove the temporary bypass systems. Detailed inspections of these lift stations were performed within approximately two weeks of authorization by mechanical, electrical, instrumentation and controls, and civil/structural personnel experienced in trouble shooting lift station operation, design and construction. This has been successfully completed on approximately half the stations to date with the rehabilitation of the remaining stations either being under design or in construction. BURNS &MMONNELL 0 Project Statistics Client Name I City of Shreveport, Louisiana Completion Date I Ongoing Project Reference William Daniel, Water & Sewer Director 505 Travis Street Suite 300 Shreveport, LA 71101 318-673-7600 William.daniel@shreveportla.gov Key Team Members Randy Patchett, Steve Crede, Tyler Robinson, Brian Graeber, Adam Blumstein, Jason Li Program Management Lift Station Condition Assessment Capital Improvements Development Lift Station Design Lift Station Construction - Replacement/ Rehabilitation Hydraulic Modeling 43 environmental advocacy groups and numerous utility companies. These specific projects required coordination with ComEd, FEMA, Nicor Gas, the Illinois Department of Natural Resources (IDNR), the Illinois Department of Transportation (IDOT), the Illinois Environmental Protection Agency (TEPA), the US Army Corps of Engineers (USACE) and the Lincoln Way East High School. Burns & McDonnell is also providing construction management services to help oversee construction of the entire program. Our main responsibilities include overall construction coordination, project schedule tracking, budget tracking and coordination of field changes with the design team and other contractors. In this role, there is significant coordination with the Village, the various resident engineers, the various contractors, regulatory agencies, forest preserve districts, private property owners, environmental advocacy groups and numerous utility companies. BURNS MMONNELL' 0 44 45 Present Work Load Burns & McDonnell is a global firm with over 10 distinc l: business lines. SLaff assigned to the Village of Mount Prospect: Lincoln We -Go Relief Station Rehabilitahon ProjecL are a part of our Chicago -area Water Practice. A tabulation of this group's c;urrerA project workload is below., BURNS &M5DONNELL 0 46 Stephen Crede Village of Homewood, IL Design -Build Water Delivery Design -Build $800K 18 months Randy Patchett 90% Project Caleb Apker Brian Graeber Village of Mount Prospect, IL NW( Interconnect Design $30K 2 months Randy Patchett 25% Village of Mount Prospect, IL Elevated Water Storage Tank Study $10K 2 months Randy Patchett 15% Caleb Apker Village of Arlington Heights, IL Station 16 Backup Generator Design $45K 6 months Brian Graeber 95% MWRDGC Natalie (reek Construction $510K 2 years Caleb Apker 95% City of Shreveport, LA Sanitary System Rehabilitation Program Management $35M 3 years Randy Patchett 10% Brian Graeber Great Lakes Water Authority Southwest WWTP SADAReplacement Design -Build $811 2 years Brian Graeber 25% Village of Matteson, IL Water Feasibility Study Study $10K 6 months Stephen Crede 90% Caleb Apker City of Country Club Hills, IL Water Feasibility Study Study $40K 3 months Stephen Crede 90% Caleb Apker Village of Glenview, IL Chestnut Avenue Phase II Design $200K 8 months Stephen Crede 95% Caleb Apker BURNS &M5DONNELL 0 46 BURNS X MCDONNELL CREATE AMAZING. 1431 Op..is Place, `.guile 400 Downers (.:'rove, L (30515 burnsrncdcorn 47 iNil "AlIW I M,% 1"UN % P 48 BURNSMCDONNELL. December 13, 2021 Casey Botterman, Water/Sewer Superintendent Village of Mount Prospect 1700 W. Central Road Mount Prospect, IL 60056 IRm Cost PirolposM for PirofesslrloinalV Seirviices ,- ILiiIn lVin We. -Go Relhef Station IRelhalbi1iftatirloin PiroJect Dear Mr. Botterman: As requested in your RFP, we enclosed with this letter our cost proposal which is broken down by task as a separate document. The cost was developed based on our understanding of your Lincoln We -Go Relief Station Rehabilitation and to the level of detail we understand the Village is accustomed to and expects as appropriate for the project. Services not included in our cost are geotechnical and design survey. It is our understanding that if geotechnical services are determined to be needed, the Village will contract directly with a geotechnical contractor. We will provide information regarding soil boring locations, depth and required testing. CCDD has not been included based on the location and minimal extent of anticipated excavation. The resident/inspection services are based on part time inspection at certain construction tasks such as equipment abandonment, installation of the Xylem TOP station, sluice gate, valve vault and reconnection of existing utilities, start up and restoration. Should you have any questions or need additional information, please contact Randy Patchett or Claus Dunkelberg via email or by phone. Sincerely, a Randall L. Patchett, PI= Department Manager 630-724-3276 1 rpatc ettc�burnsmcd,com 1431 Opus Place, Sulte 400\ Downers Grove, IL 60515 0 630-724-3200 \ burnsmcd.com 49 O V) Gn 7 N GD Qn 0 Ln O .--i10 N 10 N M Ol rl O � N C N 'n vo, L, y 7 Y3 � `T Gn a�+ i E E Yn EH 69 69 5n 69 69 64 69 Y3 6113 EA V 3 A Gla Y3 69 69 ER 65 69 69 69 69 Gla 0 0 0 0 Cl v v n In o n v o vi �n O N N N 64 64 69 EA 69 6A b4 69 64 69 69 EH 65 wl 4 � S. Q? M N N N L 4 s� 4Y d a W N E 0 N a O @ r - 0 o' o a 3 aci 3 U a O. 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