Engineering Services for Wastewater and Surface Water Utilities

expired opportunity(Expired)
From: Shoreline(City)
RFQ 10545

Basic Details

started - 22 Jan, 2023 (15 months ago)

Start Date

22 Jan, 2023 (15 months ago)
due - 21 Feb, 2023 (14 months ago)

Due Date

21 Feb, 2023 (14 months ago)
Bid Notification

Type

Bid Notification
RFQ 10545

Identifier

RFQ 10545
City of Shoreline

Customer / Agency

City of Shoreline
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CITY OF SHORELINE REQUEST FOR STATEMENT OF QUALIFICATIONS RFQ 10545 Engineering Services for Wastewater and Surface Water Utilities Submit no later than February 21, 2023, 5:00 p.m. Pacific Local Time The City of Shoreline (City), Washington is soliciting a statement of qualifications (SOQ) from firms interested in providing engineering services for the City’s wastewater and selected stormwater infrastructure projects for a maximum term of four years. The City intends to identify one to four engineering firms or teams to provide wastewater utility planning services, design services for identified capital projects, and on-call engineering support. The service contract(s) shall not bind the City to utilize the selected firm(s) for any of the identified projects in lieu of open bidding. Specific task orders shall be determined and initiated at the City’s discretion. Summary This RFQ contains a mixture of discrete projects and general types of projects for which the City is seeking the
assistance of engineering consultants. The selected consultant(s) shall be tasked with assisting on the specified projects, as well as any unspecified projects that may fall within their respective area(s) of specialization. Please review the tasks described below for details on the potential scope of work associated with this RFQ. Consultants submitting SOQs for this solicitation shall specify which specialization or specializations for which they wish to be considered. There are four areas of specialization for which the City will be selecting consultants: • Pump Station Design • Pipeline Design (sewer and stormwater) • Asset Management Planning • Sewer Master Planning Consultants may select any or all of the above specializations for their submittal. Consultants will not be given special consideration for specializing in more than one area but will instead be evaluated separately for each specialization for which they submitted. Responses to this solicitation are therefore “modular,” such that responders shall provide qualifications separately for each specialization for which they wish to be considered. Firms that submit for more than one specialization may be awarded a contract to perform work related to one or more of the areas for which they applied. The City intends to select the best scoring firm or firms (up to four) that respond to this solicitation. The contract will be for two years and can be extended annually up to two times for a total possible maximum of a four-year contract period. RFQ 10545 Engineering Services for Wastewater and Surface Water Utilities Page 1 of 15 Primary Objectives • Provide engineering support services, as needed, for Wastewater Lift Station Rehabilitation and Improvement projects, including providing for emergency standby power for Lift Stations 3, 11, and 14 and rehabilitation of Lift Station 12 Power. (Pump Station Design Specialization) • Provide engineering design services for the Pipe Repair and Replacement projects comprised of non-contiguous wastewater and stormwater pipe segments totaling up to five linear miles of pipe. (Pipeline Design (sewer and stormwater) Specialization) • Provide engineering assistance, as needed, for Wastewater Small Works Projects involving mains, laterals, structures, and minor electrical and telemetry improvements. (Pump Station Design and Pipeline Design Specializations) • Provide assistance in developing the City’s Wastewater Condition Assessment and Management Plan. (Asset Management Planning Specialization) • Provide planning assistance for the 2022 amendments to the City’s Comprehensive Sewer Plan. (Sewer Master Planning Specialization) Estimated Budget The total consulting budget for all engineering work is approximately $2,100,000 for the maximum four-year period and is to be divided amongst the selected consultants. The division of work may be determined based upon the subject matter expertise and quality of work provided by each respective consultant. Background In April 2021, the City of Shoreline formally assumed the Ronald Wastewater District. The wastewater collection system, which originated in 1951, serves an area of approximately 7,755 acres and about 55,730 residents. There are 16 lift stations in the collection system, several of which will require rehabilitation over the next five (5) years. Due to the age of the pipes, there are miles of pipeline that are damaged or have reached the end of useful life. Because of the City’s recent assumption of the Ronald Wastewater District, there is a need to formalize an assessment management program within the Wastewater Utility, such as the one used by the City’s Surface Water Utility. Additionally, the City intends to update the District’s last Comprehensive Sewer Plan, dated April 2021, to re-evaluate its capital improvement priorities and align with City planning processes. Project Descriptions 1. Pump Station Design Specialization Lift Station Rehabilitation and Improvement The City has identified at least four (4) lift stations that require some level of refurbishment or improvements within the next five (5) years but, others could be identified. The improvements required range from addition of standby generators to substantial station rehabilitation activities. RFQ 10545 Engineering Services for Wastewater and Surface Water Utilities Page 2 of 15 Relevant skills and resources for this specialization: • Pump station hydraulic analysis • Constructability analysis • High quality plan set and design deliverables (plan sets with minimal redundancy, CSI 2020 standard specifications, avoidance of contradictions, clear drawings with use of white space for optimal readability) • 3D modeling capability for structures and components. • Evidence of good quality control (minimal post-design changes and change orders during construction) • Electrical design experience related to standby generators for lift stations, or established and consistent relationships with electrical engineering subconsultants performing aforementioned work Lift Station 12 Improvement The Richmond Beach Lift Station (Lift Station 12) was constructed in 1963. Lift Station 12 is a wet pit/dry pit construction comprised of a rectangular concrete vault with a concrete wall separating the two partitions. The pumps used a line shaft with motors mounted on the ground level floor, while the volute bodies were mounted below ground in the dry pit, directly beneath their respective motors. The Lift Station was refurbished in 1991, and the line shaft pumps were replaced with Smith & Loveless centrifugal ejector pumps mounted on the dry pit floor. The previous pump motors were removed from the ground level floor, and the dry pit piping was redone. The current firm capacity operating point is 400 gallons per minute (gpm) at 37 feet (ft) Total Dynamic Head (TDH). The ventilation system was replaced, and the wet well floor was re-contoured. In recent years, Lift Station 12 has been experiencing major inflow events from overland stormwater flows. As a result, the pumps have long run times during precipitation events, as well as high cycle rates over 100 starts per day (see Figures 1, 2, and 3 below). Figure 1. Lift Station 12 Hourly Run Times in wet versus dry weather conditions. RFQ 10545 Engineering Services for Wastewater and Surface Water Utilities Page 3 of 15 Figure 2. Lift Station 12 pumping demand and precipitation level. Figure 3. Lift Station 12 pump starts per day, January through May 2022. While the pumps installed in 1991 have been rebuilt, they are nearing the end of their useful lives and will need to be replaced within a few years. In order to optimize the lifespan, new pumps would need to operate in two different flow regimes: one for high inflow and one for low inflow. Operating in this fashion would mitigate future risk of illicit discharges during storm events and reduce the number of starts per day during storm events when the collection system takes on high amounts of stormwater. The City, therefore, is considering upsizing the pumps for Lift Station 12 and using variable frequency drives to modulate their motor speeds to adjust for the variable flow demands. Lift Station 12 requires other enhancements, including raising the rims of manholes, sealing manhole joints and cracks, adding a valve and meter vault, and adding a monorail hoist to the existing I-beam for pump removal and maintenance purposes, and potentially replacing an undersized force main. In addition, the stormwater collection system in the area requires improvements (including potential pipe and structure upsizing, energy dissipation, and/or RFQ 10545 Engineering Services for Wastewater and Surface Water Utilities Page 4 of 15 re-routing overflows to a secondary existing outfall located nearby) to mitigate stormwater system overflows that can inflow to Lift Station 12’s manholes. The City may opt to combine the effort to perform the stormwater improvements with the lift station upgrades under a single design package. The specific scope of work for the consultant will be determined at a later date, but may include any or all of the following, depending on the City’s available in-house engineering resources: • Surveying • Potholing • Environmental permitting support • CAD support • Construction cost estimates • Hydraulic analysis • Pump selection • Mechanical design work • Surcharge analysis • Pipe size selection • Drawing creation • Technical specifications • Quality control • Bidding support. Lift Station Emergency Standby Power The following three (3) lift stations require emergency standby power. The scope for each lift station will include standby genset selection, electrical design services, and minor site improvements. • Lift Station 14 is located at 343 NE 178th Street and is a wet well/dry well system. It is a duplex system with a firm capacity of 145 gpm at 35 ft TDH. There is currently no standby generator on site, and emergency storage is insufficient to meet code. There is a roll-up generator plug-in outlet. • Lift Station 11 is located at 19101 17th Ave NW and is a wet well/dry well system. It is a duplex system with a firm capacity of 125 gpm at 73 ft TDH. There is currently no standby generator on site, and emergency storage is insufficient to meet code. • Lift Station 3 is located at 17213 15th Ave NW and is a submersible grinder pump system. It is a duplex system with a firm capacity of 47 gpm at 42 ft TDH. Lift Station 3 discharges to the King County gravity line along 15th Ave NW. The lift station itself is on private residential property, though there is a utility easement for ingress/egress. There is currently no standby generator on site. General Pump Station Design Services The City may call upon the selected consultant(s) to provide general pump station engineering design services on an on-call basis. Design services may be related to wastewater or stormwater pumping facilities, including wastewater forcemains, stormwater pump station retention vaults, infiltration basins, telemetry, electrical troubleshooting and improvements, and other related items. RFQ 10545 Engineering Services for Wastewater and Surface Water Utilities Page 5 of 15 2. Pipeline Design Specialization The City intends to utilize one of the selected consultants to assist in activities show below, as needed. Pipe Repair and Replacement Shoreline’s wastewater and stormwater collection systems were typically constructed between the 1950s and present day. Therefore, there are numerous segments of pipe that have reached the end of their service life or have otherwise been damaged by construction. The City has identified more than 14,000 linear feet of existing sewer pipelines in need of repair within the next two years, ranging from approximately 50 to 400 linear feet per repair section. In addition to these sewer pipelines, the City has identified several sections of stormwater pipe in need of repair and replacement in the next two to three years. Some of the wastewater pipelines experience excessive infiltration due to root intrusion, while others are damaged, currently overcapacity, or imminently overcapacity. Large portions of the proposed replacements are expected to be trenchless. Structures such as manholes and vaults may also require repair or replacement, and the City will assist in identifying these assets. The stormwater assets needing replacement include 660 linear feet of pipe of varying sizes. The bulk of these pipes are expected to be replaced via open trench construction. The City intends to bundle storm pipe and sanitary sewer pipe replacements where both utilities require upgrade in the same area. The scope of work for pipeline projects may include: • Surveying • Environmental permitting support • Geotechnical support • Coordination with stakeholders • CAD support • Construction cost estimates • Hydraulic analysis • Surcharge analysis • Drawing creation • Technical specifications • Quality control • Bidding support. Small Works Projects The Wastewater Utility performs annual repair operations for small scope-of-work projects, including short segments of sewer main pipe, sewer service laterals, minor manhole improvements, and minor electrical work. Task orders under this item of work may be discrete single-location projects, or a group of small repair projects bundled into a single task order. In the event that the scope of a small works project requires design components for which the City has limited expertise or limited staffing resources, a consultant may be enlisted to assist in design activities. Generally, the consultant’s scope for small works projects would include pipeline design, minor electrical design work, and CAD assistance, as needed. In some instances, the consultant may be called upon to provide complete design packages, while in others, the City may seek only CAD drawing deliverables stemming from City-generated sketches to modify and incorporate into City-generated plan sets. The City currently utilizes Civil 3D AutoCAD 2022. RFQ 10545 Engineering Services for Wastewater and Surface Water Utilities Page 6 of 15 3. Asset Management Planning and Implementation Specialization The City is seeking assistance with the following: 1. An Asset Management Plan, including a Condition Assessment Management Plan. 2. Other Asset Management activities to be determined on an as-needed basis. Asset Management Plan Condition assessment data are used to make estimates of the asset’s remaining useful life and its long-term performance to inform decisions about asset rehabilitation, replacement and/or further inspections. The City is seeking to develop a wastewater Asset Management Plan (AMP) that provides the critical information needed to assess the physical condition and functionality of a wastewater collection and conveyance system, to estimate remaining service life and asset value, to assess the risks (including to public health and the environment) posed by potential failure, and to prioritize repair and replacement of the assets. The City’s wastewater assets are mapped in the City GIS system, and the hydraulic model created in SewerGEMS was recently updated in July 2022. Although the City has a wastewater pipe inspection and maintenance program, these inspections are not guided by a high-level AMP. This task is aimed at the development of a high-level strategic AMP that can serve as a guidance document for operations and maintenance, as well as prioritization of recommended capital improvement projects resulting from AMP processes. The general guidelines for the AMP include the following: I. The AMP shall adhere generally to the standards of the Institute of Asset Management. II. The AMP shall be a comprehensive document that includes a plan and program that establishes: A. Program drivers and objectives/goals. B. A Condition Assessment Management Plan (CAMP) that includes: a. A plan for conducting asset assessments. b. Identification of information that needs to be collected (pipe flows, CCTV videos, pump logs, etc.) require assessment and on what schedule in order to achieve benchmarks. c. How to calibrate, maintain, and access data. d. A recommended schedule of inspection of wastewater infrastructure. e. An evaluation of existing O&M protocols for condition assessment. f. Recommendation whether a new set of protocols is needed to meet benchmarks. g. An asset management summary for the collection system in each hydraulic basin that includes: i. A table for the pump stations listing the major assets and quantities. ii. A table illustrating the remaining useful life of the major assets for each pump station. iii. A table for the major gravity pipe average age, organized by material and diameter. RFQ 10545 Engineering Services for Wastewater and Surface Water Utilities Page 7 of 15 iv. A list of key asset condition assessment issues and corresponding recommendations and action items. h. A table showing ten years of the City’s annual wastewater condition assessment funding needs by asset type, including: i. Wastewater mains – including gravity pipes, siphons, and forcemains. ii. Valves and meters (including associated vaults). iii. Pump stations. iv. Oil and grit separators. v. Manholes. C. Metrics and benchmarks for asset assessment, improvement, and reporting. D. Timescales for achievement of benchmarks. E. A systematic method to produce consistent, useful information. F. A data management plan a. Recommendations for utilizing the City’s computerized maintenance management system (CMMS) Cityworks to perform asset management tasks. G. Guidelines for prioritization of capital improvement projects. H. A standard coding system to classify asset condition and defects, as well as for the magnitude of environmental and public health risks in the event of asset failure. III. Include a method for calculating risk based on the product of the consequences of failure and the likelihood of failure. IV. Facilitate discussions to determine risk tolerance. V. The consultant shall consult with the Surface Water Utility to align the wastewater condition assessment plan with that of the Surface Water program. The management plan may differ in some ways from that of the Surface Water group. The current surface water master plan can be found at the link below. https://www.shorelinewa.gov/home/showpublisheddocument/41309/636777820458000000 VI. Use the aforementioned coding system to generate matrices to establish a scoring system for (1) the consequences of failure and (2) the likelihood of failure. See examples of matrices in Figure 4. VII. Provide protocols for treatment of intolerable risk, including: A. Removing the source of the risk B. Transferring the risk C. Increasing monitoring D. Mitigating or removing the risk. RFQ 10545 Engineering Services for Wastewater and Surface Water Utilities Page 8 of 15 https://www.shorelinewa.gov/home/showpublisheddocument/41309/636777820458000000 Figure 4. Example matrices illustrating scoring method for consequences (top) and consequences of failure (bottom). Task deliverables: Wastewater Asset Management Plan (AMP) draft document. Wastewater Condition Assessment and Management Plan (CAMP) draft document. Wastewater AMP (with CAMP) Final document. Regulatory Compliance X% Environmental Impact X% Public Health Impact X% Impact on Level of Service X% Financial Impact X% Community and Public Image X% Consequence of Failure Minor Moderate Major Severe Factor Weight # # # # # None Factor Weight Negligible = # Unlikely = # Possible = # Likely = # Very Likely = # Physical Condition X% Remaining Useful Life X% Quality of O&M Protocols (PMs, SOPs, JSAs) X% Adherence to O&M Protocols X% Performance X% Reliability X% Likelihood of Failure RFQ 10545 Engineering Services for Wastewater and Surface Water Utilities Page 9 of 15 Other Asset Management Activities The City may call upon the selected consultant to perform various on-call tasks related to asset management, such as: • Condition assessment activities. • Review of condition assessment data. • Provision of recommendations for reprioritization of capital improvement projects based on assessment data. • Support the development of a Strategic Asset Management Plan. • Support in conducting an asset management maturity assessment. • Support in developing an asset management roadmap. • Support in development and tracking of service levels. • Provision of asset management training. • Support in effective use of the City’s asset data systems. • Support to development of Business Case Evaluations. • Generation of addenda and amendments to the Asset Management Plan as needed. 4. Sewer Master Planning Specialization Comprehensive Sewer Plan Amendment The City’s Comprehensive Sewer Plan (CSP) was updated in April 2021. The CSP includes Wastewater Capital Improvement Plan (CIP) for an eight (8)-year period. Since this last update, the City has identified several surcharge and legacy “overflow” pipes that could result in illicit discharge. Several of these overflow pipes are connected to lift stations. The City intends to enlist the assistance of a consultant to identify and prioritize new projects to address surcharging and overcapacity pipes, as well as overflow pipes according to criteria including (but not limited to): • Public health and environmental impact risk o Probability and severity of public exposure to overflow material. o Probability and severity of impact on groundwater and surface water, as well as wildlife. • Likelihood of failure o Remaining useful life. o Performance. o Physical condition. Criteria for prioritization will be developed under this task. Task work may also include other work to be determined later to amend the CSP. The existing Comprehensive Sewer Plan can be found here: https://www.shorelinewa.gov/home/showpublisheddocument/58008/638095700665961904 Task Deliverables: Updated priority pipeline inventory and impact matrix. Recommendations to mitigate the surcharging and overcapacity pipes (e.g., pipe replacement/upsizing or cure-in-place lining) Draft Amendment to the Comprehensive Sewer Plan. Final Amendment to the Comprehensive Sewer Plan. RFQ 10545 Engineering Services for Wastewater and Surface Water Utilities Page 10 of 15 https://www.shorelinewa.gov/home/showpublisheddocument/58008/638095700665961904 Preliminary Timeline for RFQ, SOQ, Selection, and Contracting RFQ Release January 19, 2023 Project Briefing Session January 26, 2023 Deadline for Written Inquiries February 15, 2023 SOQ Due Date February 21, 2023 City Evaluation of Submittals March 3, 2023* Selected Interviews (if required) March 6-10, 2023* Intent to Award March 13, 2023* Contract Review and Approval April 4, 2023* Issue Notice to Proceed April 6, 2023* * Dates are approximate Project Briefing Session To assist those consultants interested in submitting qualifications to the City for this project, City staff will be conducting a Teams virtual informational meeting on January 26, 2023, from 1:00 pm to 2:00 pm Pacific Local Time, using the following information to connect: Link: https://teams.microsoft.com/l/meetup- join/19%3ameeting_YzJjZmQ4ZDgtZmNmNi00ZWRhLWIzNTItMTAyMmViNGM1M2Nm%40thread.v 2/0?context=%7b%22Tid%22%3a%227027bd67-9a62-4929-98ca- 6d9bdd0baa14%22%2c%22Oid%22%3a%22e7d751e2-8108-45c5-bb4b-7573d8507acd%22%7d Meeting ID: 283 193 260 253 Passcode: AA4XpV Join Online: https://www.microsoft.com/microsoft-teams/join-a-meeting Contact Sam Supowit, Wastewater Utility Engineer II, by email at ssupowit@shorelinewa.gov at least 24 hours prior to the start of this meeting if you wish to receive an email invitation to the Teams meeting. City staff will make a brief and basic presentation describing these projects, anticipated roles and responsibilities, the project scope(s), project schedule(s) and expected outcomes. A question-and- answer session will follow the presentation. All substantive questions and answers resulting from this meeting will be formalized and issued as an addendum to this RFQ. Submittal Requirements The deadline for proposals by interested parties is February 21, 2023, by 5:00 p.m. exactly Pacific Local Time. Proposals shall be submitted in PDF format to purchasing@shorelinewa.gov by the submittal deadline. Submittals shall list SOQ 10545 in the subject line of the email. The SOQ is deemed submitted as evidenced by the receipt date and time shown in the source code of the email received by the City’s computer system. All respondents will receive an email confirmation that their submittal has been successfully received. Questions related to this solicitation may be directed to Sam Supowit, Wastewater Utility Engineer II, ssupowit@shorelinewa.gov. Questions via phone will not be accepted. Questions received after February 15, 2023, by 5:00 p.m. Pacific Local Time will not be accepted. Supplemental information, such as brochures, may be submitted if desired. SOQs shall be limited to single spaced, 8 1/2” by 11” typewritten pages (min. 11-point font). Page limits for submissions are variable, subject to the page limits set in the sections outlined below. *Cover sheet and resumes do not count toward any page limits. RFQ 10545 Engineering Services for Wastewater and Surface Water Utilities Page 11 of 15 https://teams.microsoft.com/l/meetup-join/19%3ameeting_YzJjZmQ4ZDgtZmNmNi00ZWRhLWIzNTItMTAyMmViNGM1M2Nm%40thread.v2/0?context=%7b%22Tid%22%3a%227027bd67-9a62-4929-98ca-6d9bdd0baa14%22%2c%22Oid%22%3a%22e7d751e2-8108-45c5-bb4b-7573d8507acd%22%7d https://teams.microsoft.com/l/meetup-join/19%3ameeting_YzJjZmQ4ZDgtZmNmNi00ZWRhLWIzNTItMTAyMmViNGM1M2Nm%40thread.v2/0?context=%7b%22Tid%22%3a%227027bd67-9a62-4929-98ca-6d9bdd0baa14%22%2c%22Oid%22%3a%22e7d751e2-8108-45c5-bb4b-7573d8507acd%22%7d https://teams.microsoft.com/l/meetup-join/19%3ameeting_YzJjZmQ4ZDgtZmNmNi00ZWRhLWIzNTItMTAyMmViNGM1M2Nm%40thread.v2/0?context=%7b%22Tid%22%3a%227027bd67-9a62-4929-98ca-6d9bdd0baa14%22%2c%22Oid%22%3a%22e7d751e2-8108-45c5-bb4b-7573d8507acd%22%7d https://teams.microsoft.com/l/meetup-join/19%3ameeting_YzJjZmQ4ZDgtZmNmNi00ZWRhLWIzNTItMTAyMmViNGM1M2Nm%40thread.v2/0?context=%7b%22Tid%22%3a%227027bd67-9a62-4929-98ca-6d9bdd0baa14%22%2c%22Oid%22%3a%22e7d751e2-8108-45c5-bb4b-7573d8507acd%22%7d https://www.microsoft.com/microsoft-teams/join-a-meeting mailto:ssupowit@shorelinewa.gov mailto:purchasing@shorelinewa.gov mailto:ssupowit@shorelinewa.gov The following format and content shall be adhered to by each firm and presented in the following order: A. Executive Summary (Page limit: One (1) page) An executive summary letter should include the key elements of the respondent’s SOQ and an overview of the consultant team. Indicate the address and telephone number of the respondent’s office located nearest to Shoreline, Washington, and the office from which the project will be managed. Clearly state in bullet point format which of the four (4) specialization(s) your firm wishes to be considered for. B. Approach (Page limit: three (3) pages per specialization, excluding resumes) Note: If you’re a seeking consideration for more than one specialization, please provide a clearly labeled separate Approach section for each specialization. 1. General Work Plan: 1.1. Describe the sequential and discrete tasks required to accomplish a typical Project Scope for a project falling under the specialization for which you are submitting. The Respondent shall outline their typical Work Plan(s) for the respective Project(s) related to the specialization for which they are submitting. 1.2. Describe the respondent team’s proposed methodologies to successfully complete typical tasks associated with a Project aligning with the specified specialization. Use a Project described in this RFQ where appropriate. 1.3. Indicate typical key deliverables and their contents. 2. Project Organization and Staffing: 2.1. Describe the approach for managing the respondent’s project team. 2.2. Provide an organization chart showing proposed key team members. 2.3. Describe the responsibilities of each person on the project team. 2.4. Identify the respondent team’s Project Manager and the key contact person for the City. 2.5. Include resumes of each member of the respondent’s project team to be assigned significant portions of the contract work.* 2.6. List the portion of the work to be subcontracted and information describing the qualification and relative experience of any proposed subcontractors. C. Related Project Experience (Page limit: up to two (2) total pages per specialization): Note: If you’re a seeking consideration for more than one specialization, please provide a clearly labeled separate Related Project Experience section for each specialization. Describe recent (within the last five (5) years) directly related project experience including involvement of respondent team members in key roles, such as: engineering design and permitting, etc., for projects of similar type and scope. Provide the following for at least three (3) relevant projects for each specialization applied: Project name. Project client/owner. Project description, including services performed by respondent. Project schedule (rough). Project budget (consulting contract amount and construction budget). RFQ 10545 Engineering Services for Wastewater and Surface Water Utilities Page 12 of 15 Client/owner project director or manager. Client/owner project reference contact (provide explanation if different from director/manager), including Name, title, email address, & telephone number. Specific respondent team member(s) involved, and their role(s). *For the pump station specialization, submit one sample design drawing, stamped by the key member(s) of the proposed team, consisting of two sheets: a plan view sheet of the lift station site illustrating the proposed lift station layout and pipework, and a mechanical section view sheet showing all major components of the lift station, including wet well, dry well (if applicable), pumps, pipework, and appurtenances. These sheets are required but will not count against the aforementioned page limit. The submitted sheet size shall be 11”x17”; note that the total submission file size cannot exceed 20 megabytes. *For the pipeline design specialization, submit one sample drawing consisting of one plan and profile sheet showing a proposed pipeline alignment and a pipeline profile. This sheet is required but will not count against the aforementioned page limit. The submitted sheet size shall be 11”x17”; note that the total submission file size cannot exceed 20 megabytes. The City reserves the right to contact any organizations or individuals listed. D. Expertise and Insight of Project Team (Page limit: two (2) pages per specialization) The consultant may use this less-structured section of the SOQ to demonstrate noteworthy expertise in the area(s) of the service(s) requested, share special insights into the City’s needs for the contract Projects, and/or propose creative approaches for completing contract work. A Note on Page Limits: The following table provides the submission page limits with respect to the number of specializations for which the Consultant wishes to be considered. How to read the table: The rows are running totals of page limits per section. For example, whether the firm submits for two, three, or four specializations, they will only submit one executive summary. However, the numbers of pages for the Approach, Related Project Experience, and Expertise and Insight of Project Team sections scale with the number of specializations submitted. Total Page Limits by Number of Specializations Submitted SOQ section ______________________ Number of Specializations Submitted ______________________ One Two Three Four Executive Summary 1 1 1 1 Approach 3 6 9 12 Related Project Experience 2 4 6 8 Expertise and Insight of Project Team 2 4 6 8 TOTAL* 8 15 22 29 * Does not include resumes or sample drawings RFQ 10545 Engineering Services for Wastewater and Surface Water Utilities Page 13 of 15 SOQ Evaluation Components/Criteria The City’s Evaluation Panel will use the following criteria to evaluate each specialization submitted (firms that submit multiple specializations will receive one score per specialization): Criterion Maximum Points Approach 50 • General Work Plan (35 points) • Project Organization and Staffing (15 points) Related Experience of Project Team 30 Expertise of Project Team 20 Maximum Points per Specialization = 100 The City’s Evaluation Panel SOQ evaluation process may be the sole basis of selection for contract award, or the City may invite selected firms for interviews. In the event interviews are desired, the City’s Project Manager will provide additional details outlining the preferred format and content of the presentation to each firm or team of firms that are invited to participate. Upon completion of evaluations, the City’s Evaluation Panel will determine the most qualified firm for each specialization based on all materials and information presented. The City will then begin the negotiations for an agreement with the selected firms. Any firm failing to submit information in accordance with the procedures set forth in the RFQ may be subject to disqualification. The City reserves the right to change the solicitation schedule, issue amendments to the solicitation, or cancel the solicitation at any time prior to the submittal deadline. The City reserves the right, at its sole discretion, to waive immaterial irregularities contained in the proposals. The City reserves the right to reject any and all proposals at any time, without penalty. The City reserves the right to refrain from contracting with any respondent. Individuals or firms eliminated from further consideration will be notified by mail by the City as soon as practical. Proposals remain confidential until closing deadline after which proposals are considered a public record subject to public disclosure under RCW 42.56, the Public Records Act. Proposers shall mark as “proprietary” any information that the Proposer believes meets the exemption under RCW 42.56.270(1). This designation will be considered by the City in response to public records requests. Any Proposal may be withdrawn, either personally or by written request, at any time prior to the time set for the Proposal submittal deadline. The City of Shoreline, in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000d-4 and the Regulations, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full and fair opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, national origin, in consideration for an award. Attachment: Sample City of Shoreline Contract Document Additional Information: Exhibit A: Sewer Lift Station Inventory and Force Mains RFQ 10545 Engineering Services for Wastewater and Surface Water Utilities Page 14 of 15 Exhibit B: Lift Station 12 Forcemain Alignment Exhibit C: Lift Station 12 Overflow Route Exhibit D: Lift Station 12 Drawings Exhibit E: Lift Station 14 Drawings Exhibit F: Lift Station 11 Drawings Exhibit G: Lift Station 3 Drawings Exhibit H: Sewer System Map RFQ 10545 Engineering Services for Wastewater and Surface Water Utilities Page 15 of 15 �� ���������� �� ������� �� �������� ����������������������� ���������� ����� !�"# $%&�'%�()$%%*%'��! $�"%$+��%"�,�-%"�)'�.$ !%""� '(&"��/0���12���3�������������4���� �5 ���4�5��6�����0����� � ��70 ��8�����9��0��2� �����3:������8�� �� ���� ��;=?@AB=�===�FGHIJKL���4������K�;=?@AB=�===�FGMNOPQIRNISL��9TUVU17���0����� �4�������� ���������0�����W����� ����� ��:8������ ���������4��9TUVU17���0����� �0�����8����4�������� ����� 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17500 Midvale Ave N Shoreline, WA 98133Location

Address: 17500 Midvale Ave N Shoreline, WA 98133

Country : United StatesState : Washington

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